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'�' s � � � 1- � � III �, i GO r- - - • - - - • - - r —iI i� • go , � • IV • • - r • - • r - • • • • • • ' �� �I� � � CIS .. • AMCO _ _- • , , dIF • r r j 'do ' gpF - • r • i r • • - AdOmm FaR ATM, - • - r — • r ! r r ! r • r ! r. . ! • • • • - • - • r • - • - r • • r ! r - - • • r - r - CD ca - r • • - - - ! • r - r • - r • r • • • • ! r r ' • CIO Of cz r r • II• ,.1• • �• i to i C •6 • : . � • • • t 1 � • 1 •� • : . • • 11 • • • • _� • -. � • • �. • 1 • r - r r ! - I Lei I IN • ! • r ! V) T � c X di W C3 Q a_ O Legend.- -0, = Utility Pole } Masan Road Deed Reference: ® = Sanitary Cover m W 0 James H. Bobor W W —o—o- = Fence Line >O Joan M. Bob or Y To c U W Stephen C. Haroden Q U Dated.- 27 March 2013 Book 4725 Page 274 Q 9� oW m W ran Pipe Found W W a z T20 2 Q _ Garage Vertical Datum: NGVD29f o Contour Interval = 1 foot h 3 O O 5 Lands N/F Of .„ N Karen Azer -o a N - ---------------------------------------=1; 3189170 ---------------------------- --- 'K >_ """ Asphdt Surface MolNoil Set — 53.5'Shoreline Setback 4't C N a� — (Average Of Adjoiner's) Cc$ J / �t CU 50'Shoreline 5etback Boathouse I O /f _J tze i«,Poereie Zoning information: ` 00°E C•4v Have Ro. 10 U Property Line 3 .: . To be dmkrwd S88 2� r c y eowa -� > .:r N_-_ _ 00, corner of S ll 0 g e i r I WK - Waterfront Re5idential 190. II 0 ca -0 N � Cn r �•- ' Minimum Setbacks _Oakm v N >- Y g m � a. Front=30 feet '• n---------- 1 Z t- - Side=20 feet N 20'Setback � r r i R i Cowed Boot slip I Q Q W 53• Rear=30 feet 6 wth sun Deck .-." Y Shoreline Setback=53.5' wood Labe U � Q =:4 � ;,,- —� Shoreline=50 feet Area ome "!.•1 e P O Average of 2 ad�on ng hgises. f'r 2 2 1"i '�` Percent Permeable=75% "' — o ; -t Residence i _ 15,285_ sq ft � •Peak_ � �----------- Minimum s✓ Maximum Building Hei ht=28 feet �° - m -348 9' s . g g o 0.35-t acres r FF=327.9' George, „ ' Floor Area Ratio=0.22 z ! d } 'r Owner must contact town Zoning Administrator Tie Line Take Elevation = 3 19.4'± (NGVD29) � (a to confirm all zoning information. mete .- 500001'05'E o, 0 Building ground area 2110.35F 1 Paws FF=34I.5' 78.08' I � W FF=338.4' tY+r�33R1' � � • ' N E ) 78'± AlongShoreline • Gar - r shed �S V o-r ®� ° m .�z Mean High woter Line (320.20) — LLl . e Runs Along Face Of Seawall, W I LYl 190. on � ® � as Garoge ?.3' s l' 2.l' N88°25'00"W ° s Co ped Rod Set 24' Adjoirer's House °} 6' 63� l Covered t AS~ Surface l Chiseled X" sun r7ecksl p 3 Lands N/F Of Cli„i rey O , �. o Brion &4 Linda 214n Grouw pear ts' In Seawall r) CM <` 2 CAR � Perna$Ae Pevere (11 Cc Eye' Bolt Foun a) N 0 Y Z n Cl) Ma, , ► f ra h1c curve f r o a to 0 0 - Y Stephen C. Haraden - 11 L Metal Cleat Found Mapping Notes: C '��h'- •-,- : ,:- - At Seam Of Seowd/s l ------- i - ---------------_ � Itu to in � Town of Queensbury County of New York Only title surveys bearin6j the maker's embossed in seal should be relied upon sce I -•i. � � " State Of eW York - -- other than embossed-seal copies may contain i k Scale: 1 = 20' feet ate: 13 January 2020 ran Bar Found unauthorized and undetectable modifications, 5 e/Al M,p 1, deletions, additions, and changes. Eye" Bolt Foun i AREA: 152&5+- SO FT. �•� DAi ATE �s�� 9 Reproduction or copying of this document may be a violation of co 9 i ht law unless N00'01'05"W l8.08' Surveyors Engineers LAKE GEORGE,N W YORK 12545 permission of the author and/or copyright holder is obtained. BUILDINGSITE FLAN Unauthorized alteration or addition to a survey map AL _ lu = 2Or-0u bearing a licensed land surveyor's seal IS a violation Of section 7209, 5ub-divi5ion2, of the New York State TMPIjt: 226.12—l—74 (new) Education law. OU: 13-3_4 (old) q Q� 0 • • M C Ex i s iSurv� Cz t;; W= W ? � � a � - 0 06 C 0 O Cl) m m Coo CD > mm + U U Z cov 'W c*) c•) N fn N C CO)0 0 w 5TORMWATER NOTES: R/A%IN GARDEN - Section --( Q a 3 a. XS The overall Impervious area Is being reduced by the new site plan. N. T. S. Legend 5tormwater controls are therefore not required. However, best practices have been applied to improve the conditions further. = Utility Pole ��yy Two Rain Gardens have been added to the site to collect and t.(i S0 n Rain Garden Plant nq Llst Cinnamon Fern ® = Sanitary Cover Road treat house runoff. Porous pavers have been Implemented to reduce drive runoff and treat 5tormwater. Witch a Cutleaf ConeBower PONDED DEPTH = 12" Witch Haze! Wooigrass — z.- = Fence Line Wmterberry New England Aster ;r Existing Impervious Area = 4013-�' 5f Arrowwood Fox Sedge 12" SOiL MEDIA j= Proosed Im eiviovs Area = 3950 sf Brook-side Alder spotted Joe-Pye Weed pp p P Red-Oyer Dogwood Switch Grass (SEE NOTES) 0 Reduction in impervious Area = -G3± 5f Sweet Pepperbush Great Blue Lobelia W W Required 5tormwater Volume = O cf Wild Bergamont >O Y 4 Supplied 5tormwater Volume = 220± cf HERBACEOU5 PLANTS: Red Milkweed CC U Zonin information: 3:1 SLOPE TO GRADE a = 9 Deed Reference: 9 Ram Garden (x2) = 220-►- of Q V O EXISTING GRADE _ i entiai a Waterfront Res d -. .. o Ol't WR Wate James H. Bobor o ran Pipe Found w w ;- _e, f= win 2020 z Minimum Setbacks Joan M. Bobor .. TO ktiW C)K a Front=30 feet Stephen C. Horoden PROPOSED ELJEN ABSORPTION TRENCH us a z 2F �� 51de=20 feet Dated. 27 March 2013 (3) TRENCHES - (5) B43 UNITS EACH TiC (15) TOTAL B43 UNITS Rear=30 feet Book 4725 Page 274 REMOVE TOPSOIL AND ORGANIC MATERIAL T feet PLACE 5 MPI FILL IN 6* LIFTS 5horeline=50 0 Minimum Percent Permeable=75% = Goroge (SEE SOIL NOTE SHEET 3 FOR ACCEPTABLE FILL MATERIAL) Maximum Building height=28 feet Vertical Datum: NGVD291 floor Area Ratio=0.22 Lands NAzer o Of a Contour Interval = 1 foot Koren Az Rain Gorden Notes. 3189170 _ • Rain Gorden must hove 12' of soil media. r Jc 'N U a Proposed - Sol media must be 85-88% Sond(less than Owner must contact town Zoning Administrator P osed Rain Gorden Filters .c P 5% Cloy), 8-12% soil fines, 3-5.Z organic •� N to confirm all zoning information. �� 100 sf Surface Area (eo.) matter. Soil P Index less than 30. .) c 441± See details above Shredded hardwood mulch to 2 depth. C i, Asphalt Surface Approximate location of 4•f Only water tolerant, native, non-invasive 3 ca MagNad Set o xisting absorption field. - - plants may be used. p C: in pavement 5horelme setback= 53.5` Boathouse • Plants to be spaced 12" on center. _ cis p (to be removed) 0 3 Average of 2 adjoining houses. i ar Stlorelme setback °' Oo • Roin Gorden must be constructed level to Dca Ma In Notes: — allow infiltration. Z I'�o. _ Property Line � � � hp 9 LL ' S88 25' 11 odor P y • Avoid area of proposed rain garden with Z 0 y 1 90.0 NE corner of Seowoll heavy, wheeled, machinery during construction. Q } :3 ,q"7ks- --� --f-- l Mean High water Line (320.20) I-Only title surveys bearing the maker's 1 o Runs Along Face Of Seowall. NOTE FINAL PLANTINGS, LAYOUT AND Site 5tatl5tlC5: Z Id be retied upon since �� - — - —T � m LANDSCAPING TO BE DETERMINED BY embossed seal shoo p ♦ — a N pock _ LANDSCAPER AND HOMEOWNER. Q � other than embossed-seal copies may contain m 20'Setback 53.5' Existin Conditions: unauthorized and undetectable modifications, I Lot Area = 15,285 sq ft deletions, additions, and changes. CuI Covered Boot Slip I (� m , I V Romp i WGth Sun Deck aloe ° �y c3 Coverage I , o I i ,_ Lot1 i I Q I ,�, � t � I 9 � o I Reproduction or co in of thl5 document �, - c� 1Lj r' I 4 I L -__-- Buildm 5 = I G83 5q ft Reprod py g ___ g �- o CO"� I � Dock Tic- Line � may be a violation of copyright law unless — O J I �� co 0 y � ° , n George, Drive/Walk5/Patios 2330 5q ft ,� f o �, ll0 Total = 4013 sc� ft or 2G% permission of the author and/or copyright holder ° _ O SOO O 105 E °' O cn _ _ O E 7 Lake Elevation = 3 19.4'± (NGVD29) 00 c°u is obtained. O �� PROPOSED RED MAPLE(OR SIMILAR) g,Qfj Permeability: i Q 4 TOTAL , LU 3 -40 13= I I ,272 s ft or 7401- z 5,285-t 5q ft I w (MIN. 3-DBH) 78 -±- Along Shoreline Z w A_ 15,285 q Unauthorized alteration or addition to a survey map + III a _ PROPOSED S O LL 0.35_ acres �, Pro osed I t` 10 TOTALco bearing a licensed land surveyor's seal is a violation � 20' 5et ack I �P � a 2 c, of section 7209, 5ub-divi5ion2, of the New York State l rVloUs i�+'�� (SEE 179-5-040 FOR PLANTING LIST) Pro osed Conditions: b Pro osed Paver Driveway I Pave a '0 SILT FENCE(typ.) walkw Town Code 179-8-040 %Q4 P Education Law. � p y ;. • Lot Area = 15,265 sq ft Cq— +n PROPOSED HERBACIOUS PLANTS 3 m Lot Coverage - 1 Relocated Qa m I36 TOTAL (1) Large tree/700 sf = 5 Large Trees � � �Y 9 (SEE 179-8-040 FOR PLANTING LIST) (1) 14 Hickory (existing) Pro osed Buildings = 2078 sq ft l CU 0 CD p ----_190.00 (4) Red Mope (proposed) Pro osed Drive/Walks/Patios = 1350 5� ft N8802 '00" P - 1 Native Shrubs 350 sf = 10 Shrubs Z 2 2 Sf Garage 2.3 ( ) / 0 tD m CD Permeable Paver5 = 1043 5f x 50% 5 2 4• Chimney Copped Rod Set PROPOSED I �'0 SCHED. 40 Gear T 5, o, (see planting list in Town Code for allowable o Total = 3950 5q ft or 2G% PVC FORCE MAIN m 63'+ T 7 ,gdp;,,ers House � plants) Permeability: �Wf Sun Decker (14) Herbocious Plonts/350 sf = 136 Y - _ ( ( 335 5 ft or 74% Asphat surface Lands N/F Of Chis ed " ' Herboc►ous Plants 15,285 3950 q Brian & Linda Von Grouw In owall (see planting list in Town Code for ollowoble PROPOSED 1000 GAL. plants) 434,31214 Existing Septic Tank CoNcRETE SEPTIC TAMK & Pump Statio "Eye" Bolt Foun PROPOSED 1000 GAL- (to be removed) CONCRETE Pupil, TANix WOVEN WIRE FENCE SYMBOL --- (HIN. 14 GAUGE W/ MAX. 6' MESH _ 10' MAX. CL to CL SPACING) PROPOSE SITE PLAN36' MIN. LENGTH FENCE PASTS DRIVEN MIN. 16' _ INTO GROUND HEIGHT OF FILTER Map + = 16" MIN. .6" MIN. of a topocyaphic survey for PERSPECTIVE VIEW Stephen C. Hamden 36- MIN FENCE POST Metal Cleat Found WOVEN WIRE FENCE (HIN. 14 At Seam Of Seawalls 1/2 GAUGE W/ MAX. 6' MESH _T SPACING) WITH FILTER CLOTH 2(r NK Situ to in Fes_ UNDISTURBED GROUND COMPACTED SOIL Town of Queensbury County of New York _ EMBED FILTER CLOTH 16- MIX A MIN. D I IN GROUND 1 State of ew York ,Eye" BoJ ___________._ __ 0 - SECTION VIEW � ran Bar Found Soil Stobilizotion Notes 0 Scale: 1 " = 20' feet ate: 13 January 2020 CONSTRUCTION SPECIFICATIONS .0 Use seed and US Fabrics Straw Coconut rn 5urvVy a Map by Revised: 14 Jul 2020 Blanket or equal to stabilize all newly created 1• MOWN OW FENCE TO BE FASTENED SECURELY TO FENCE POSTS WIN WIRE TIES OR � rn Y �Dl l jjs Proposed Conditions, 5tatlstics FILTER £S POSTS SHALL T SIEES EUREL "T" W V" T W OR E WITH 7 TIES Y 9 banks with slopes greater than J. 1. Seed and ? Ft TER CLOTH TO � FASTENED SECURELY To WOVEN iMRE FENCE iMiH TIES SPACED � 3 �•40 As iATes mulch all other disturbed areas using mix EVERY 24' AT TOP AND AND SECTION. FENCE SHALL BE MOWN WIRE, 6"MAxARN MESH = Z � -C Revised: 2 November 2020 OPIEWVG O tL m ° Surveyors Engineers (min. 71b/1000SF). J WiCk rip SECTIONS OF FXTER SLOTH ADJ06V EACH 07NER THEY SHALL BE OVERLAPPED CD Proposed site plan. BY Stx AMp,ES AND FOLDED. FILTER CLOTH SHALL BE 0IMEI? FILTER X ABRAR IOOX, ^i d E LAKE GEORGE, N YORK 12,545 -259 Birds Foot Trefoil STAWMMMA T14CW. OR APPROVED EOINVALENT. W Revised: 2 1 January 2021 -45% Creeping Red Fesque Q Update site statlstics. 4. PREFABRICATED 11M115 SHALL B£ G'EQFi9Q ENVIROFENCE• OR APFN2oVED EOUlVALENT, -30% Perennial R Gross S WANTENANCE SHALL BE PERFDRrrED AS NEEDED AND MATERIAL REMOVED WIEN Rye 'BULGES'DEVEI.OP IN THE St T FENCE 06 .0 All disturbed areas need to be mulched of the ADAPMD FROU DETAILS PROVIDED BY- USDA-NRCS, o end of each work day. After final grading the NEw Yaw STATE DEPARTaWT OF TRANSPORTA nCK SILT FENCE (D cc m Y disturbed areas should be stabilized as A VOW S CW VOWTAST IPA&w�R CON RVAT EN MRONUOV� COW a FMEr>av, C Cc -0 } describe above. CD 226. 12-1-74 (new) -- mZ U QU: 13_3_4 (old) Sheet 2 O eM V - o V T z I --- W _ ---------- - _ - a n View P/a Property lineEl en Trench ° �l - - -- P Des/ n Parameters: well i 5 15' q Well � IV. T. S. Y Dail Flow - 3 bdrm = 330 gpd Location Stake 1 -5 mpi percolation rate use 5 B43/bedroom Cover-1 j2' Tnick N He^ale 15' I Modules as shown use 15 EI ien B43 ) Pond Dose Volume: 3 gal. per module = 45 gal. _ 100' minimum* I00'mmimurn* O m = pipe) x 0,0918ca1 LF = 1 a % o 27. 0 120 LF 1 1 2 � p p ) , / � _ / l � - E W LU Inlet e -„= -� Outlet w + 45 = 73 gal. O — -- - Total Dose Volume w/ Drain Bacx = 56 oil - _ a� Li - - -- - f louse House v � a ; �_ Fre a en c 8 da _ � > c� - Dose q y / y -- 'evel on 12" � � 1 _-disturbed _ - N � — - � - Pump: - -- one Septic I0'min ; ° �, = - O l p (L z Cn L / - 20 36 �� W 6 - H dramatic e uiv. � � I, ��,! 0 tank - W m F40 � - S HE g ) w Y min. 15t. box _ ��I/ o o Must use duplex pump system on t�^1e dose. I n B X oe�at�5 p 01 rebuto o - � � ° co � az -- s > Maximum dose 1 per 2 hours. > ! -Absorption fleld5 , E I 9 ''I 7 I � 1 2 0. 0 4. 0 Static Head = 18 MUST Use Speed Levelers o li provide 5j0°Io exp. � 2 3' Total Dyna mic Hea d � l 10`m i n , 1- Q I min Flo w w 3 0 GPM 0 I Pu mp I o 4,�0 E �, 48 9� Street Distribution Box Septic Tank Section w Speed Levelers _ lu - Fort Miller (or equiLatent) N � ^r ,S, O OJ Ilan Co c .. N i -7 N I L of health flan Deta Is ate Department 1 1 /2 +� PVC Effluent Line New York St Eljen B43 Filter (from pump station) CZ Ma--=-_ m_� Increase to 200 feet If well 15 down radlent and Inllr�e � � � I A S TM C33 Sand T o _ O c a O o a 4"P SDR-35 PVC Perforated' Pipe z wl Weep Holes Cd 5 & 7 o 'clock I Manho;e (typ.) O m INLET o z ~ OUTLET �q,,a ��.4 W .. � � o W - - — - Union Disconnect O U) 0 `. o 1 s Pressure U, E' ll - a ackr Eff - 1 1 � PVC Ere n _ vent ^e Ln o T o A_; '� i o n Bed00 r� Section _� E#en Bed Cross -, �_�' 1= I I�- =1�� � -'�_ , _ ,-�I = I , - I , I - � /nsitu Soil (undisturbed] Cr,e�k vale N _ - III -1 Furnace Valve ui ui o — --- —I I I I I I — 4 Z J C -- - -- Il — _- � I ' L- - , (to allow back drain � � � q� � 0 � - I III i--I I -_ - I _ - min. 12" Base #2 Stone � � p_ LL_ � -a L �k DOSE Concrete: 4000 PSI Reinforcement: ASTM _ _ _ _ — _ E SE ) m A615-Grade 60 _T E o ° It Lo Crown final grades `O Entrained Air: 5-9% Hydromatic SHFF40 — — m 0 00 facilitate drainage. (ASTM C890) Duplex Pump 0 O 0 U 0 ,v � (or equivalent) � 0 � � � � J z B43 Filter Traffic Rated (( nn to Eljen Manual __ G=_ :^ �� Der Ellen Manua- r nstallation instructions. - ----- - o � and construction requirement complies with Appendix Deal health department regulaticr,s. - complies with and must be installed in accordance with - - t-= __. n .ew York Design and Installation Manual '�^r E/ e ^ sin / 000 ct designed for use with a garbag p sal - _ -1oa ust be ve' ed - - - - - -- - / 4. -^ : s.s'-•~ s 'ot designed for oockwash fram water softeners. once fin a! ^ has beer ^' ade. _ F-- ^ ^ raised t � removed d for � flow m e rem e I that can res.r ow must b _� -_ G-c= ^= s �- �` be scar fieC t� provide deAo channels for the ------------------- z ce on contour ,s recommended to prepare the - ^-orf r e --_ -- - ------ -------- - - _ / 6 _c = _2red Subsoil prig to f7/ placement. - 7 . ^ s'e' s^s meet or exceea Stote of P;'ew York Code r-- -=^~=^'s = ' � material shall to clean honk run sand, free of Place s - Q pecified fill material Scarify soil to remove top soil t_c:= • .; s-c dredging" directly benea`r the GSF system. U and or onic materials. in 6' lifts and compact. g _ _ _ 6 == -�� --�cified Sand with less trap 1�% passing a #100 sieve NOTE I CO . C,_ ^_ __ -odules9 with 6 inches rr irun-punderneot below and _ Z I (2) percolation tests must be C ^" .^^` � pa '�ol. GG r - - tiered t0 - - _ _^- _ ssIn a 200 sieve s r +o ced 'h and 6 performed by D.L. Dickinson _ - ^ s,rrounding the GSF n-o u __ _ _ ch configurot,ons. 1. �r = aS S�OWn Oe Sr' GJ ice '^= Associates in final soil, prior 1^ f_� - 5 e- S. use 6 inches minimum the modules and i2 .L. S n -- -• un �_= Jdirec t � other.,. � s D � �; o to installation of absorption trenches. ,�_-=: ^ ^ ,.-tween module rows Z _� minimum . ounc ' t^- _- .r_'_' _= .^e modules. ASS_ � GteS. 10 ^/ FILL SOIL SPECIFICATIONS LL -a _otextile cover fabr c _ _ _ �e proper tersien USE ASTM C33 SAND AMENDED, AS NEEDED, TO ACHIEVE 5 MIN/INCH _ - _ '" ',e fabric around th_ C : '^� perforated pipe 2• " � . Site C �ndltlans 1+ Seer? f i Gn tradlCt U-� q PERCOLATION RATE. = modules. Fabric she ^er too loose, nor th�.c Glans -uSt be '6 . � t t0 ire Gttention Of ~ w o - -rect tension of the ca.=' _ 's set by. z (aj SOIL MUST HAVE THE FOLLOWING SPECIFICATIONS PER NYS DOH GUIDELINES: G. �dCInSC' ASSOC rnedlat / ^ "� PERCOLATION RATE: 5 MIN/INCH • -e Cover fabric over tr_ '^_ module and down �7 Cz 0) FINE MATERIAL (SILT): LESS THAN 10°�o BY WEIGHT (#200 SIEVE) ._5 Of the Jodule with the c e- '. - tented Over the r' e ^ �� 11 (z Y 3. anal r, .at le .�� ` end dosl,�q volumes, COARSE MATERIAL (STONE, GRAVEL): LESS THAN 15% BY WEIGHT i MESH SIEVE) perf '7'ed pipe. r _ Cz MEDIUM TO COARSE SAND: AT LEAST 25% BY WEIGHT (#35 SIEVE TO #10 SIEVE) • - 'iCvel f� = Cf Specified Sc-J �� �. o/er the pipe area aS " - aS, F tT7 l> OCe rrUst be Verified by D.L. • = Z LL M 0 NOTE: TOWN OF QUEENSBURY SEWER EFFECTIVE GRAIN SIZE: 0.15 - 0.30MM O m O UNIFORMITY COEFFICIENT: 4 - 6 �l, ^g the CC._' `�bric to form a ^-GS`� �e�` Cal orientation DICE' '�=Cn �S= �CICtES. (� Q,� a O � REGULATIONS RE-QUIRE 3' OF - � � � SEPARATION BETWEEN THE _� `he sides :t -re pipe. Rep_C* -- s s-_c moving down the � -'� ��^ ,r � � VERTICAL SE � � - OTTOM OF A LEACHING DEVICE AND 4. tee... _ con- _ruDior. � � �� � ust always be o 0 B _ 016 SEASONAL HIGH GROUND WATER mater'a Si be clean r� r -fc-S or stones larger then f011;wed durr � inStG C. W ::-:y dir~_-5'�r to a min%'•-., ce - of 8 inches over the > 0 LA KE _ __ - f o 1000 _WITHIN ,. TABLE _ , r` inches o inches t.. c .. CC GEORGE. _ and _ :over for veg__ _ J -ea of 'posed G�s��r� t�On Ced must be fl� � - - `:ed wit' Ieavy w ee ed e . inert. -� � -0 � � uSt Consult E 'rl Manuals - cte.n �' s more tho^ *^c^es below finish, grade as � > > � NOTE, Contractor�Installer m ) _ ='�.m th_ of the moc-� s-� �- tented. � -2 5 z for proper installation techniques and best practices. qt co co ire f�•� � ti �. ``���/1■■rr■i■.■irr_rP�q mm� = ■i_rr�■■r■.rrr■■rr■r■arr■■■■rr.� ■.r ���� ��� � . r (rob�• r MIN. r rrr.. 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Z R J t o LL Fn 3'-0" a C@ Relv� TYP OH 19' m o _m Y 3 N C O J Z 1111 Jill IM I'll Jill Jill till III m t+3 HIM if fill] ] Jill 11-TT7171iiii iiiii illillill] ] [ [ if [ Jill I I till Ill [ till I 1 11 11 Jill I IIII Jill Jill Jill III-LI1H H if I Jill fill Hli lill 11 11 Jill Ill 11 Jill Jill IM Jill I I I I I I 1 11 1 1 1 1 1 1 1 11 11 1 11 Jill 1 11 Jill IM [ Jill Ill iTFF-iT-TF Jill T W ! / O / /` ` i` i O V Y 1 Z Q J O a co O a 0 old c o mmY > m NORTH ELEVATION � 2 � z c' SCALE: 1/4" = 1'-O" C O 76 C stone veneer, wiremesh with parge T' O coat , tyvek drainwrap , weep holes ` U_ at bottom, 2x6 wall, i" zip wall sheathing. 2' oars x 4' concrete 4O'_g11 4'-0" R21 closed cell Insulation, — To _ f Foundation — — To of Foundation W square vapor/air barrier, 1/2 drywall 0 bases for piers abov 2,-0I, .--- .11-0II taped < sanded, painted 1 6' wide �- _ retaining waill ------------------------------------______________________________ _--_-_--_--_------_- ' _____-t__________________________________ ____ -------------- CO___; ; 11 - VI - -_-------- 1 2 $►uestOne Gap r 1 1] 1 M n R) " El I - a 2 Bluestone 11 _ S+ vp � Sill T11 { 1 1 - _ ' Walls 1'4" high including frost wall •---- -- `r 611 a D D D W + _, O ,'. .•'a ,,. !J - 4e d n •d p d e d e d e d W W v ; CAI ' a r �' 'Ct p p'w' b O Y _ _ 0 a To of Footi D . D D • D D D . Top of Footina- 1 { i 5V2 ' - - - — L • + e e n ' cc t + ' V , _ 1 1 1 411 e • - 1 1 1 . Z W all W in b____-_J_ _{-____1__--� _ ------------------- 1 - -1_�=6-X $� 1 21 ^11 l (D J a Z <h d v' flv d o• dd 0•D a av d v� dd. 0'as •e _ o. ep D 6®d _ �• dp Ded •- - -'` i . p D a • p ° -- - - ----- - DETAIL 1 PAGE S --------------------- ------------------------ DETAIL 2 PAGE 5 - ----- _ e - o t>perting• of wall I SCALE: 1/4" = 1'-0' r SCALE: 1/4" = 1'-0" ' 12' 6" wall with 4' frost wall - _ "12-0 + ---- ----- r- cil - --- -, - - End of walls with 4' frost wall included. ll ----- °------ -------r - 8 ct1 '�t ' Concrete Slab 1 r 1 + 4" concrete , N 1 X e - 4 - - - -- 6/6x10/10 wire mesh M - wal! 8' 4" wall 6 - _ - - a Ste go Wrap or barrier u X o iU I g ap y� a (no frostWal I� a°� 3" bluestor� p foundation � cd (no frostwall) or equal, tape all seams - a _ a° ' I I height = C S} a' i' 02 stone --- ----; Q � -MM' �Q - � a) C � t 1 1 3 W _1 •ea — � CO L 20'-211 3 �1 1 _ c CO 3 1 ' _ a, ° a 4 �y, ' ' O O' II W H Q wall 3, roll _ o o t o I 8 = _ _ _ •----------------------------------------�---------------- -� °_ a` 0 - -' ait W �Q It '� ' D W W 1 , m 1 1 a .. v a • p _4 p �, o. _ v a _Q p `, o. v a p _a p '. o. v t 1 + ''a .•-,�• < ' L I 1 p•vl` V v .p � Q Q ------ II 3' 6" 1 .--------------------- -------------------------- • wall cA __ D , ' O waterline sleave 1 g F 1 wall 13 (o , -II- , 1 bottom tie bring t e •-------------� ------------- ------�---- -------' _ 1 I { _ _ e Qi 6, In O cn through slab - _ _ _ , ' ' Q� v . p .4 p � v • p v • p .Q v 1 a e ; a v _a p a DETAIL 4 PACE S -_- sewer sl save Crawl Space slab pour o 0 ------ place to pitch over top of wall to edge. to existing _ 1 1 ' Concrete Slab _ OD c septic tank '`r I 4 concrete •------------------------------------------------------ ------- I - -— I tl -- ' t Detai 1 3 page S z U JFM 6/6x10/10 wire mesh . p _ - p a - p ° . ° _ ° ° - + ' CL or barrier 1 SCALE: 1/4" = 1'-0" — - Ste o Wrap a 9 y �I------- ---F- 4_1------------------ .----- -' 8 � s: 1Da118b -or equal, tape all seams 1OI' ; ;2'-9"' Top of Foundation i'-0 •-------------------- 1' *2 stone ' ' ° M a Oa ` ------ _ _ n Thicken slab to - - - - - a m t /� 1' 2" down + • ' _ 1 + i2" this area for ,a , ; n =1 { ' '---------- to - -------- ' Q •e 4-Oil _ 1 from top of IIISll + a D ' _ , 11 Y Y column above. = -- t ° _ p a - p - ' °� o OD `t an: } •v a (� 1 ' + - d 1 - •- ---------- --------------- Walls 5' 0" high — - — - - — Y TO�Of Footing M t' z �4 t1 top 8" above d o 16 1-4 / Cr ' ' to -O main foundation walls Ll as ' ' Wall 8' 6' 2" brickledge 1' 611 1%0 _ 91�11 down from top of wal l Section Thru Garage West Wa I I on sides and 10" front - - - ----------------------------- ------�p---------' D 1 11 SCALE: I/411 = 1 -011 cA Walls for step 4 4 1 � I o D v o 1 d p_ d , D n d D_ d , n d p_ d , v • p- d , n_ _; "ter' 8" lower, 'U aQ -----� - 2 brickledge 8 18-0 down from top of wall. Basement or Crawl Space Section -Anchor Bolts, (R403.1.6) 1/2" x 8 embedded minimum 1 • , 1 1 of 1" into concrete. $olts spaced a maximum of 6' apart � t 1 and located not more than 12" from corners. Minimum 3 N , of 2 bolts per plate. Bolts shall be placed in middle third _ cn of pressure trated plate width. Sill seal between top of o a wall and sill plate. 1 + 1 - pitch grade 6" in first 10' away from foundation o m u O Concrete Slab L ' +► o Yl 1 t - 0 { t ill O RS 4" concrete 0 s a �o/6x10/10 wire mesh 3 - waterproof exterior of foundation wall with O _ Stego Wrap vapor barrierfoundation coat or equal o ; or equal, tape all seams _ ' Minimum of one 04 rebar horizontal rebar N 1' 02 stone - ° ,p n shall be installed within 12" of top of wa l l + ' + •1 m 0 - Minimum of one #4 verticle rebar 4' o.c.. and shall have o standard support and cover (R403.1.3.5.3) and extend to a minimum of 14" into stem wall. ■1 - �, `J Filter fabric between crushed stone and Z3 1 1 { 1 L $11 -4" concrete slab CZ a I ct1 backfill material TYP. x CZ - d - tile in rock slope to d l i ht = z U_ J Jr- Drain t o op ay g ^' o m ' 1 " 1 11 W 0 p VOd W^� a. c Wall 8 O top is 3 O G ' c ' a W ' above main house wall �' _ 0 - Footings to be 24" wide and 12" high brickledge I' 2" down O 1 1 - Moistop or equal with 2 each #4 continuous rebars with06 from top of wall _ under concrete slabs #4 cross rebars @ 4' o.c. � _ ------------------' - between crushed stone o _ -------------------- N m -------------- I , ---'4--v------v p .4 p - _ v p C • p • o• - v n• -d n• t (� O t a "2 m / ---- •_ ----------------------------------------------------------�+-11�t -, - ^' --------------- -V W � T m 26'-4" G� c� z BASEMENT SECTION CO CO FOUNDATION CONCRETE ONLY SCALE: 3/8" = 1'-0" SCALE: 1/4" = 1'-0" ca a. O ------ ` U. LL. C ------ 40'-0" ffi ------- 1 11 1 I II 1, LLJ 5-2 S-2 5-2 24-0 C5 ------- Ia- --------------- 16f-0p i1'-11" 40t-011 „ 601-4i'p _----_ Drop porch 2AO PT joist to bottom of PT sill. Drop deck 2A0 PT joists 4" down from porch joist Triple rim joist, joist hangers each end. Triple rim joist. Joist hangers each end. Joist 16" o.c. I m U W C] ci Y d O O n► = d W 4-0 4 v U C M C4 a z �4 ofl9 � 0 cc �W ir W w co J a z 1 T : I 120 0JX0 3 3 ---------------------------------- ----------------------- T O t-----------------------------------------------------------------------------------------------•-------------- 1 � Q T- I I 1 1 1 1 I I 1 1 i I 5 1 l 11 1 1 5 1 y 1 1 1 1 1 1 1 1 1 1 A\ r_________________ _----____-__----- ------------------ -__--______----__ ------------------ A T cm ••' -�---------__-_____� ----_____----_-__ -------------- 1 1_ / i 1 / ----------------;_;______ V y 1 1 I I 1 1 1 1 1 1 O 1 N L )GREAT ROOM ; ; ; ; ; ; ; ; _A - _0 00 VI O o cis _ __t -_-, ri '-----------------,-i-----------------i-,-----------------i-,------ ------------- ----- _ 11 ai L 3 Z ---, X c�V� f----- '------ ------ ------- J------------------j----------------- Ij-------------- LvLj------------- -;--- fU p ------------------------------------------- - w w w -- -- --- --- -i- --- --- --- --- --- --- --- --- --- --- - --- --- --- --- -- --- --- - --- --- --- --- --- --.1 — 1 —1 —1 -- --- --- --- --- --- --- --- --- --- --- --- - 'T------------''--'----------------------------- I 1 1 I I 1 1 I 1 1 1 1 1 1 1 1 — — — — — — - , -- --- --- - --- --- --- --- --- -------- --------- 1Zr 11T----------- - -- I / 1 1 1 1 1 / 1 1 , O `- o I 1 I 1 , , I 1 1 M IG cil tp Z: 1 W .� C11) I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 V to to c� cq P -� (D 0 1 1 V FOYER -- V ca Ho a �- 0KITCHEN 1-01 1 1 1 11 1 p 1 11 m 31 10 -3 1 I ® 2 Y 0 to 1 1 v N -- I CC! (f�� } n` 1 1 --- --- -- �- -- -- -- -- -- N oil 1 ` --- --- -- -- -- -- -- -- -- -- -- 1n ; ; -- -- _ oor yst em C� S'-0If L 5 Bluestone stoop z ' ' 2 overhang stone _ HALL ; ; O " vent t ng i neered designed using V—V a �' fa l l 1 JI • .n a ; 2 9 stone column base _ LSL floor joist design with a 2 MUD ROOM I 2 nsquare with stone 11 n- 9'-�" 2'-311 veneer, 3" bluestoe L/480 deflection ratio. 3/4 ' cap with 2" overhang Avantech orequal decking 1 0 $f-011 3f-0,1 each way POWDER RM AREA SCHEDULE glued and nailed, NAME AREA ---------- 1, ------ ---------------- Main Floor Area 1264.0 sq ft. 18'-011 22 1-0 1 ---- ----- � Screen Porch Area 192.0 sq ft. THIS DRAWING TO SHOW � 2'-1" �'-3" 2'-0"_L 1-0" 6 -0 Garage Area 644.0 s ft. SIZE DIMENSIONS OF DEC< ONLY q 3,2p 1S,-0„ 5'�° = Entry P. Area 24.0 s ft. J i o Building Footprint 2124.0 sq ft. Subtot FLOOR Area 718.0 ���� � 0O� JOIST SYSTEM W 12x3o steel Seam 1 ` Provd sq ft ie 3/4 hour fire m ; rated door and Jambs Plate on Top, wrap Second Floor Area 1494.0 sq ft. SCALE: I/411 = I'-0p in 5/5' Type X firecods , with automatic self �l coil to closing Mingles. FAR Area 4312.0 sq ft. DECK LEDER CONNECTIONS AS PER R501.2 of 2oi5 INTERNATIONAL RESIDENTIAL CODE foundation wall each '" Csq House Area 3476.0 s ft. METHOD PFH- PORTAL FRAME WITH HOLD-DOWNS ' 1 -`/„ OF HEADER TRTH DOA3IE PORTAL FRME JDesraww 2 CAR GARAGE Deck Areas 306.4 sq ft. IItAO1gIW„1, DT�LLI+�sy lOIE SRAL?�w11y lWgy —� ' m�IseEaaa ab� r.r arrow wre�z +z re.x urreF a retie• ON - - - - _ - - - - - - - - - _O HBBTTF Z-M111�T®TNmTrt OFOF'ET:- T �SIiAeP18e 1 APPLICABLE FOR SFQE aR tx)ueLE P'oRTM OF SHEAT"NG FASIBI141.6 5T1rD ro Deeasnee ssAnlD orrA.Te.� I I O v USSPSOI ISl STRAP HEADER 1 TN 2 140 9843i5 fi! C14 +¢.aa.rrmm.m sr zr +r :r .r er 1 ••• IttL TXH WIETfFA0H2{SIEB IEAOH2 Ppp/1gI® Q I 1 Lot Size 15,285 +- SF === F slam.PTACEDr,eAncslDEOFHrADER � �� 0 Provide 5/8" type x firecode gypsum ------------------*~---- v n-.a.�A.es:�a s s- x a x r- ,. O 1 / I board on garage ceiling. Provide 1/2" ; ; ; SWATHING , �3 s Tr x 229'o Lot 3363.0 SF � ,� -c @) type x firecode gypsum board on all walls. I go I I ISrA20S1rt Pyty 0) AT BEAYroaAac srTlD FI15T61/TIPFU%M TO 1EADER Ill TWO ROOM OF qD SINNER I uj 1 1 3 wuSAff TC1 W sDirmeFasreea •- 1 1 1 HEADER TO.YICKSi11D STRAP PER TABLE F NEEWD,FMB SPATE[ODES Ground Area 2110.3SF, ;ENE� D °F° Mw1..� �; 1 / 1 T ical Garage Floor: ; ; ; F'Y8 �'p� r O o o =���ffi m, TD � o '� m o 13.896 of lot 7O-C.KIA(/G .fJp O O S Hpphl! ��D®T0�9f UGEQ�t5 z ' L ' i _i b MKDOIHEZxl FPAMMCOWBEDVWTH-iI rmMPORm OAK NW WOOD TsrtFoxvlz �wefCr9.O1s15 ( o E 4 Concrete Slab ; ; ; 7/WTH«STRICTRAL.PMKLSH N"MM FRAA.[+CONNECTION STRUCTURAL rATA tAGs oI eOS /St a Fiber or Wire Mesh ' a- ' ` RMLrRPA�`SRDSA/O Si15,AS g1OTM1 I t 1 T1R �AIOJAOC�'i$1$� eiALl�ifOF lmaoCD6ueD eaTSaIlIDB6f3 R®AE®2y11 Existing Ground Area PERTABLESRUW7 H11®20F JAO(SIODS reinforcement x , 1 a«.LBIB(T ff PAle13 PER TABLE IWETaS Ste Wrap ore equal - �PBNMFCR E 1 H�PrroxwAust$1>z ways) III go �, q 1 � I 1 1684SF 11.096 REO/i®AOMLBR OBRG FOt _ `� C 1 f ; IfuIr 112'IxalerA.dr Bib moisture barrier ; ; �T�.� SN67EPOtTAL47tME m� �D,. -0 ' --------1 1 x'dFi j, aaoe rexJr+r; Compacted Granular Fill ------ ;;---- Setbacks � � -�� °��� � � -2 o A 1� � ' i O Existing Proposed SECTIONS w .: > m ' Lake . � 0 " Z �.�T� f�IDTTtZDEO(T(J190N TE 10( . e.ltl TS.IB fIPAGlYAT•tOfieTdDIB. + EhH.Y061118R®AtGleOp[D(A!O V MAIN FLOOR �'-011 6f-011 21-01, 22 53.5 FRONT ELEVATION PORTAL ASSEMBLY ON CONCRETE FOUNDATION AT GARAGE II 1 I, 2J4'-o" South e�.PR�1..81wWe re'�ETRuIa+ TD 03AHt OFT(DPII1TE.yyTQ&Oz SCALE: / _ -o DOOR OPENINGS IN SEISMIC CATEGORIES A, B AND C IiitAE.�i'1$ 19.2' 20' 16.3' 18.8' c all a L 0 tl.. W � 3'-011 34 -011 31-0II aa. m 44`I 16,-0„ 91-0i1 40'-0„ 2'-11441 3'-0il 34'-011 31-011 -------------------------------------------------- 2x4 Pl TYP.� _ — — — — — — —_ — — -- --- - --- --- --- --- --- -- - _ - - _ - -- -_ _ -- - -- --- --- --- --- --- - --- -- � _ _ _ _ - — — — — — — — — Each unit R_O, is 3' 2-1/2" wide 1 i 1 O ld �il/16" wall -f h _ _-- =_ _= __- _�- - '_-- --- 4- __- _= _— i ,+ wall 7 roll I 1 ; , } 1 r , W W -A ; ' i ; Occ W Y ' ---------- ---------- - - �Q sloped ceiling to a' 1-1/8" -- -T 11vo - + 1 I Cq I - S ' I MASTER t `nz cc ' I LIA ; ti t 5 i � i w m W O1 + y • 1 I i / Z _� ' 1 EXERCISE ROOM _ a z 1 � • it 1 1 ' ; + 1 • 11 1 1 x ro-8 -2��11°x 6'-S" cv I N Shower I N 1 MASTER HALL 1 i i i r i 1 1 / r i • i 1 i x x x , 1 N ; ' i 1 i 1 ; ' : _ _ - -- -- --- -- -- -- %9 c{1 i, � Ir - - - - - - - --- -- -- - -- _ (V 1 4_ 1 1 - — — — - `-' - 1 � r x 6'$" 1 I , 11r-0n i 1 , / • 1 i i T N , � i i 1 HALL 1 Cm 1 _ c� L 1 , ; ' i ' Headroom to stairs below 1 ; ; ; ' - :3 STER - CLOS �T- i , ; is Fr' io-5/a" at this point. ; ; p ° C - -------------- ----------- �FAIR�AIELL---------- i i -- - - -- --- - -- �- _ i i i ' , 1 s r ' 1 C t�l f11 4 ea 9,5 Y-8" x &'-8" i , - -- -- + • --- -- •-- - -- -- -- --- ___ ____ __= i r - �� as �+ �i� _,. bottom FT1" ' i I i r r i 1 1 i ' 1 4{i L- '` i II i 1 r i i 1 r 1 1 `I!'-3�L11 1_YL b�n orle floor _ wall �If0 � � , 1 ; , 1 r r ' 1 r � 1 � �- � � plate co top 1 , 1 « _z _- -_- "+ ' ' __ ___ ___ _ ` Lq m i -+ + ' 1 •--- H ' I ' ' ii -- -- -- -- --- - 7 ---- --------- `� r - - - - - - - -- i 1 Q ii Al- Ir x 4-1 x ' I 1 11 1 11 ' 1, ' A 1 C I - 18 -� 8 -� 3-0 li i 1 + r , , 1 O I i tJ V2 1 I � 1 + ' i ' ... i „ 11 I' d ' '' , + ' ' 1 n � 1 ,1 + ' i 1 ' � V i t 1 � i , � 1 n I 31 3 I 1 , ;1 + . ; Iro -0 13 1'�i° 3'_8" i tt ; r ; 1 CDifl- col Ii 1 , STAIR RAILiNG 4 BALCONY RAIL NOTES 1OD C 1 BEDROOM # 2 ' I ' W 0 % STAIRR L 1 '' , ' ' ' v Z � m o 5ALCONY RAILING Q i I I. Floor S�stem to be 1 11 t ,1 5 , ' 1 , I I 4 • 4 1 ,1 ti , i l ii 11 1*0 , , ' ' ; Engineered with 11-1/0" TJ i 's 1 � 1 f -- -- -- -- -- -- - -- -- -- ' ; __- designed with and L/480 C m 1I HALL i -- __ __ - _ _ -_ -- _ a' ' � o o � 1 I } ' def lest i on ratio. N 1 , m II � � ti r r 1 ' O m 1 O 1 m ; S • ' 1 1' 1 O Y } - Z Make sure solid blocking is Cn j ' , - : a ap i : : • � �� T Q t - installed down to foundation i ; o BATH #3 1 .4 0 11 01 NOT LESS THAN 3ro IN E r ' WITH PATTERN / SpACING SUCH « +• ' � ; � � wall under all bearing points, 1' i ' ----------------- ; THAT A SPHERE 411 iN DI>>,4 ` -- i --- -- -- -- r -- -- -- 1 1 '. -- -- -- -- -- -- -- ` -- -- '' ' THROUGH . l " x 6 " 1 CANNOT F ASS 1 ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH 31_811 , OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS 3�11 , SHALL NOT BE LESS T14AN 1-1/4 NOR MORE THAN 2 IN 1, 1 CROSS SECTIONAL DIMENSION OR THE SHAPE SHALL •1 1 , I BEDROOM # 3 11 o PROVIDE AN EQUIVALENT GRiPPING SURFACE 1 / 11 ii Hi4NDR 1-1/2" SPACE 1 � -- 1 I ; I MINIMUM _ 1 � r 1 HANDRAIL a _ 1 I: -- 2'-0II ATTACHED TO WALL it i , cn ttl : --- - --- --- --- --- --- --- --- --- --- --- --- --- - --- -- o 1 cn I - - - - - - � 3,-0„ 31-011 L — — — — — — — — — — — — — — —Q—/—�— — — — — — J (,�,� L — — — — — — — — — — — — — — — — iS-O — — — — Ua ca 3,-0 ' „ 31-0I, 24'-01, ,1 T 2ND FLOOR JOiST SYSTEM Cz = z � SECOND FLOOR SCALE: 1/4" = 1'-0" m o E CL SCALE: 1/4 = 1 -0 06 C o -C � � m } N mm Z VJ � CM ('7 c� a 2 � , J C ' C 1 W T• E 1 � N Q co d- cti --------------------------------------- --------------------------------------------------------------------------------------- WINDOWS LISTED ARE MARVIN ELEVATE , , 1 1 ' . e ' - . e e ' - ' . e e o • e - e o d t.- e e - e Windows Bronze exterior, stained interior finish, to be determined, Simulated divided 1 ' 02 LANDSCAPE STONE � lites, Oil rubbed bronze hardware, screens, LowE 2 glass, opening control divices as Q ; per codes. TO TOP OF WALLS NOTE: Window opening control devices will be used at any windows that are 72" or more •------------------- ; above grade. m ` Windows and exterior doors will meet the minimum requirement for air leakage which o ; is <.3 for windows and <.5 for doors. > W ---------------------- p U 1 a ' OPENING SCHEDULE 0- _ Q ' ' • 1 U PRODUCT CODE R.O.SIZE TYPE HINGE COUNT DAYLIGHT SF OPENING AREA U-VALUE EGRESS SCREEN TEMPERED GLASS GRILLE JAMB SIZE COMMENT ' e ' 3-Ixl2 3-lxlO ; 3-lxlO 3-1x10 3-1xl0 3-IxIO 1 I R.O. 3'-5" x 3'-1�+" R.O. 3'-5" x 3'--T3s"' R.O. 3'-5'1 x 3'-'TIP4" R.Q. 3'-5" x 3'--W4" R.O. 3'-5" x 3'-l�s" R.O. 3'-5" x 3'--rk4"; ; EACH UNIT EACH UNIT ICA2143 2W ICA2143 2W 1 ICA2143 2W ICA2143 21,11 ICA2143 2W ICA2143 2W , , , �� IAWN2527 2W R.O.4'-1'x 2'-35i's' AWNING UU 2 2.86 sq ft. 3.15 sq ft. 0.290 No Yes No Yes 7-9/16" z cr - a •. ' _o+_Q 3'-0„ _ --I IAWN2935 2W R.O.4'-9"x 2'-115A' AWNING UU 4 4.73 sq ft. 5.11 sq ft. 0.290 No Yes No Yes 7-9/16" ' ` - - -�-------. - IAWN2523 3W R.O.6'-1'x I'-115A" AWNING UNU 1 2.34 sq ft. 2.60 sq ft. 0.290 No Yes No Yes 7-9/16• W W a D `------------------- ' D 1 �� v $ 12 X 1` 4" wall %; IAWN2535 3W R.O.6'-1"x 2'-11-%" AWNING UNU 2 3.9 sq ft. 4.25 sq ft. 0.290 No Yes No Yes 7-9/16" a lil'lcludes 4' frost wal l� ° ; IAWN2527 R.O.2'-1"x 2'-3%" AWNING U 2 2.86 sq ft. 3.15 sq ft. 0.290 No Yes No Yes 7-9/16" dj a } ' 5` 211 wood frame wall ----------- q � �._.' IAWN3723 R.O.3'-1'x 1'-115ia' AWNING U 3 3.83 sq ft. 4.17 sq ft. 0.290 No No No Yes 7-9/16" < T W on top WA2543 2W R.O.4'-1"x 3'-73A" CASEMENT LR 6 4.96 sq ft. 5.34 sq ft. 0.310 No Yes No Yes 7-9/16" r MT BATH ; ; _____________ ICA2143 2W R.O.3'-5"x 3'-73A' CASEMENT LR 6 3.91 sq ft. 4.27 sq ft. 0.310 No Yes No Yes 7-9/16" ICA2959 3W E R.O. 7'-1"x 4'-ilia' CASEMENT NNN 3 7.03 sq ft. 9.07 sq ft. 0.290 Yes Yes No Yes 7-9/16" 1 1 7 1 I 1 i ICA2947 E R.O.2'-5"x 3'-11-%" CASEMENT L 3 6.63 sq ft. 7.08 sq ft. 0.290 Yes Yes No Yes 7-9/16" - _ G , 1 1 1 D` --.- V rrDH2648 2W R.O.4'-4'x 4'-O'A" DOUBLE HUNG UU 1 10.8 sq ft. 5.90 sq ft. 0.290 No Yes No Yes 7-9/16- Grid Top only r7 N RECREATION ROOM r,� ; ,' ITDH3o56 R.O.2'-61 x 4'-8',A' DOUBLE HUNG U 5 7.79 sq ft. 4.21 sq ft. 0.290 No Yes No Yes 7-9/16" grid Top Only N ` ,' O ® ` 1 ITDH m -0 3860-Transo R.0.3'-2%"x 7' 'A- DOUBLE HUNG U 2 15.20 sq ft. 4.21 sq ft. 0.290 No Yes No Yes 7-9/16" Grid Top ony N 1 4 ; 1 1 , �, ,' d ; ITDH3864 4W with 3inch between units R.O. 3'-2'h•x 5'-4iA- DOUBLE HUNG U 4 12.19 sq ft. 6.44 sq ft. 0.290 Yes Yes Yes Yes 7-9/16" Grid Top Orly N FTDH4272 R.O. 3'-6'h"x 6'-0'A' DOUBLE HUNG U 2 15.71 sq ft. 8.25 sq ft. 0.290 Yes Yes Yes Yes 7-9/16" Grid Top Only as SaniFlo pump ; ; 5AR ; ; ISM 8080 OX R.O.8'-0'x 8'-04h' SLIDING DOOR OX 1 23.3 sq ft. 30.5 sq ft. 0.290 Yes Yes Yes Yes 7 9/16' _ 0 ,- -------:�tSti0s1LIQSe�1_ _ y- _ --------------------'- ----- --------------------------------------------------------------`_________ '---------------------, ISFD12080OXXo R.0.11'-10"x8'-0ih' SUDING DOOR OXXO 1 16.4sgft- 45.87sgft. 0.290 Yes Yes Yes Yes 7-9/16- _ --------------- ---- ---- H----- , ` TI ITY ; r c ' ; TIERMA TRU EXTERIOR DOORS 10`-10 T-OV e 1 - a� tD r 1 1 ' 32XBO SE21OHD Fire Door R.O. 2'-10"x 6'-10%* DOOR R 1 0.0 sq ft. 18.0 sq ft. 0.14 Yes No No No 6-11/16" SO Minute d 0 ` 1 -0 4 ; -_--- ACCESS TO CRAWL SPACE o 11 ' 32X80 CCA60 R.O.2'-10"x 6'-10'h" DOOR R 1 1.0 sq ft. 18.0 sq ft. .18/.05 Yes No No No 7-9/16- T �- A `--- ----------------- ----------------- - - - - - - - , d 3'CC"Dale Door-Transom R.O.6'-4'x 8'-O'h' DOOR LR 1 0.0 sq ft. 48.0 sq ft. .18/.05 Yes No No No 7-9/16' m F- f�! ` 1 1 �''-0' ' _ _ , 1 Z 2 - o . v _4 v ` - _ o . v _a v -S - _ o . o .4 a ' - W 4 ' p' C n' C ' p' I ---------------------------------------- ---------"-----+ 1 , HALL 1 , , tt . ; INTERIOR DOOR Natural Light, Ventilation Emergency Egress Requirements p water system 3-6 UTALLS ' ' 1 ; 1 1 1 , 1 p 1 pressure tank PRODUCT CODE R.O.SIZE TYPE HINGE COUNT JAMB SIZE COMMENT ` -' -' -' -' - -- -' -- - --' -' -' --- ---------------- Nabitable Room R Light Actual Re vent gr tight filter ; ; o a o' _ a o' - o a o' _ ,' ; CASED-0PENING R.O.12'-0' C.O. N 1 69/16' 8'HIGH ROOM �P�cT $90 Of room I1 490 �I c Cq 9 q- Actual Ft. o a , adula filter ; a _4 0 v _ light of room vent Opening for U this location 4 zone �� �t ; CASED40PENING R.O.5'-0• C.O. N 1 6-9/16" p p • using Arzel systlem. Zone -- --------------------------- (natant hot-matey tank-- ------ ' ' t area f t area C� 1 1 main floor, 2nd floor area , R.O.3'-0' n ' CASED-OPENING C.O. N 2 4-9/16' f t gress a, for master bath with above gaagB,,belaice grid dedicated return line. CASED-OPENING R.O. 3'-0' C.O. N i 6-9/16- 6 CO)to floor, recreaticOn room. ' Great Room 626SF 505E 154,65F 255F 141.215E 45,815F rn O �i a Provide electmntc atr cleaner, Option on demand push ; 72X80 SLIDING SIX PANEL R.0.6'-2' SLIDER N 1 49/16" W/JAMBS (� o ; hwicilfcation, +4 whole house button operation. , o air changing sy�tesl 2/8xaj8 SIX PANEL R.O.2'-10' DOOR R 1 s 9jis• Master 8drm 189SF 15vF 1.55E �i n , 48X80 BIFOU)SIX PANEL R.O.4'-0" BIFOLD LR 1 4-9/16' W/JAMBS 48.16SF 25.16SF (o.44SF Z X J 1 1 6OX80 BIFOLD SIX PANEL R.O.5'-0' BIFOLD LR 1 4-9/16" W/JAMBS O u' m @ •------------------ ------- - -'-------- ------------ - -~------ Bedr *2 2085F 16,65F 21.09SF 8.3SF 18,145F 9.015F f�0- m' a ' CRAWL SPACE ' ' a ; ; ; 2/6X6/8 SIX PANEL R.O. 2'-8' DOOR L 7 4-9/16' _r - � 1 1 1 1 ' 1 3 each 1.15" X 11.8-i5" ' 1 1 - - •---------------s a --Q 1 2/6X6/8 SIX PANEL R.O. 2'-8' DOOR R 5 O �� •-----� ' v 1 1 o D 1 49/16" �j dropped LVL beam 1 o _a v -, - ; 2/6X6/8 SIX PANEL R.O. 5'-2' POCKET N 3 4-9/ls' W j1AMBS Bedr �3 2265E 18�JF 39.28SF 95F 31.845E 9.015E 1 1 ' --------------------1-- 1-----t------------- ' 1 1 V ___________________T--O__T-____L_____________ - --------------------- ; 2/6X6/8 SIX PANEL R.0. 5'-2' POCKET N 1 6-9/16' W/JAMBS 3 ` ` 0 ' - - 2' x;2' x I' ° ; 72X80 SLIDING SIX PANEL R.0.6'-2' LR 1 6-9/16- W/JAMBS Rec, Room 501SF �+ fn a, ete ad p 1 - ° - - 1 40SF 39.15E 20SF 42,15F 18,45F O >- ' ` 1 . -. • �r p ; ; ; 6 BEDROOM LOCICSETS, 1 PRIVACY LOCK-SET, 4 POCKET DOOR LGKSETS O u? a with 4x6 PT post 1 `-------------------------------' O 3 N Instant hot water tank for attach to beam t , tV ; a 1 kitchen, laundry bar, basement -0Y-ete ; bath, and guest and powder baths. I n o C N r O �i b ' Install with dedicated return lines. J Z e� fQ l I In guest bath option on demand o ;x l ; push button operation ' 1 1 .---------------- `---------------------- --------'-------------- D 1 ' a _ �.� 0 4 0 e p- a _ 1 1 ' --- _ t_ ' a 1 1 I 1 1 1 1 I 1 1 E V 1 1 1 1 1 1 a 1 I 1 1 1 1 1 1 1 M CIS1 1 I 1 1 T- 1 1 1 1 1 0) 1 1 1 1 1 � r e Y 1 T O �'X- m C 1 1 1 1 1 1 I 1 1 = O a- -------------------------------------- ---------------------- g 1 1 1 1 1 1 • 1 1 1 1 1 Q 1 ' ' -'---- 1 `--------- , 06 ® _4 v -` _ v -4 v ". _ v p -4 v ` 1 6 a a ` m' a , ' 0 O 1 ^� , ; 1 W oC --I------------------------- i.i. Rf O BASEMENT LIVING FLAN Z 1 SCALE: 1/4" = 1`-O" ; M r� O O Roof Stick Frame m `T Arch. Shingles Grace ice 4 Snow first T Attach master bedroom 5/12 pitch rafters to wall under ridge. Attach 8/12 main roof rafters to 5/12 rafters, install collar ties 6 up slope, valleys use 0 T' under this connection. other Ice 4 Snow balance Q of roof a _ of Ride _ — _ — _ — _ — 1/2" CDX roof decking 14" LVL Ridge TYP. 2xl2 rafters, 14" LVL hips, 2x6 overlays 4' o,c, , valleys, t ridge except where noted Raising Distance 10-1/2" . ' 2x8 subfacia and eave ladders 2x4 soffit lookouts 16" o.c. R49 ceiling insulation with Emil Arch. Shingles air/vapor barrier, taped 0 m p - _ _ 1/2" Drywall Taped, F i ni shed, > w To of Plate Ice t snow lapl' up wail w with metal flashing Y 1/2" CDX roof decking Painted cc U 2x8 rafters, WO hips, a. ® ® W valleys, t ridge R49 insulation with = Wall 2x6 Exterior, Siding, Stud OPTION U Raising Distance 6-3/8° pocket door VB all areas_ TY Sidi ng 2x8 subfacia = 2x4 soffit lookouts 16" o.c. MASTER BEDROOM EXERCISE ROOM Tyvek or Equal z LU LU � 12 1" R3 Zip Walt Sheathing °� W in �� 0 12 0 8 2x6 Ti esstrand Floor, PF (D J a z 8 p Ist r- - — - p of 15"loor- 2nd floor To of Plate R21 Insulation r - — - �- — - — - -- - — bmi( Air/Vapor farrier taped Q all seams and edges with 3M or Tyvek tape u 1/2" drywall taped, sanded. t painted Sill Assembly: i/2 Dia. anchor bolt � l2" o.c. � El ®0,010,010, 2nd Floor Framing System " O O Engineered 11 1/8" TJI Floor Joist o 2x6 pr essure treated sill late ratio, N o � p design to L/460 deflection rat L 1/4" sill gasket3/4" Avantech or equal glued N GREAT ROOM and nailed, R21 perimeter insulation cts 2:. Cr p :T3 I 1st Floor Framing System o Engineered 11 Val' LSL Floor Joist T T of Subfloor design to L/480 deflection ratio, 0 -CIS v — - - - - - - - - - - - ii ca To of Foundation - _ — — _ —�}-- _ — 3/4" Avantech or equal glued L and nailed, R21 perimeter insulation T' m e z Existing Grade Foundation Wall Q QIli EL332.5 10" poured concrete wall o d.s �4 `4 RECREATION ROOM TILI :`s note brick ledge areas cfD 66q Foundation coat complete o a wall and top 3" +- footing o 1/2" air space Tom of Subfloor Closed cell spr foam insulation rn 0 x wall TYPICAL AT ALL EAVES - — - — _ — _ 1/2 It I R21 _ _ _ _ _ - - - - P ..d � G ay f on Top of Footing o .d 2X10 EAVE $LOCKINCs e a a s continuos " space, to a T C PROPERVENT FROM Concrete Slab K � 3 OUTSIDE $LOCKING: TO 4" concrete TYP 2'-0ll z U_ � @ ABOVE INSULATION, SEALco 6/6x10/10 wire mesh a: o $LOCKINCs WITH SPRAY FOAM 4" Perimeter drain run to daylight See foundation wall detai �a- � � Stego Wrap vapor barrier for reinforcement for wall 1411 LVL Ridge TYP. 2x6 collar ties 4' o.c. ore equal, a all seams 02 crushed stone separate from 1' -92 stone existing round with filter fabric and footings Rid e — _ g - - - - - - - - - - - - - - _ _ 1D o 3' ll C14 CROSS SECTiON A � � _ co 12 - . 24 5 see after lan for c. 2 SCALE: 1/4" = 1'-0" z r _ 12 master roof - wall, 8/12 rafters r 4wa11 under ridge 0 over master bedroom only AAAARAWAAAAAAAf Top of Plate _ _ — 2xe's i6N o.c. TYP. -To of Plate — �- 1/2" drywall walls 4 ce i i i ngs TYP_ EXERCISE ROOM BEDROOM # 2 UEST B BEDRO 12 ® ® ® a8 1/2" roof decking cdx p 2x8 rafters i6" o.c. Top Subfloor _ - 12 'r" Engineered 11-'V8" TJI's Floor System 2x10 Ridge —To�of—Plate _ — R4 9 Irsulation 2xiO hips t valle 2x8 subfascia W12x30 Steel Beam �2' bumpout ceiling 2x4 lookouts 16" o.c. _ ® ® - C140 On o SCR NED PORCH REA ROC C HALL E A G © - E Drystack wall by O q To of Subf loor away — - - — - — - — - .- — - " t m driv as `� of Foundation -� Top Foundation — 2xlOFT W o.c. triple ends and box E LSL it �/8 floor sys e _ needed a r AP deck foist begond drop 4" T Y Remove existing soil and _ C 1 TA ` lace with *2 stone wider - RECREATION ROOM _ SPACE . " " ' :a w J 0 r� RECREAT O CRAWL 4-0 5-0 _ o E porch and deck. Pipe gutters b _ 4-0 bsa. to area for storm water management - ' Existincl clrade - - - — Bluestone cap, TYF. � - a Tom of Footing 0 Elev. 229 _ • dCz P flashing :a ® � b Compact Fill-, i i t 8" _ __• ca O sell i wood d , o 2'clown concrete 6' i sMl,over Grace <D m 0 (3 -O O Ica t snow,gout q�s. CD To of Footin — E sill •'e _ d 2' x 1' footings TYP. P r a y C^' n•. to meet wall ceps .e o, P .a a s_�� W � � m _ * d _" N .a ;ad � Cl) ' bnD CROSS SECTION 5 Top of Footircl _ _ a d ' sod SCALE: 1/4" I -0 a o .- m C 40'-0° T U' 8'- it 13'-� " 6'-4 2 6'-4!6" 5'-1V2Ir a. / 11 ---------- 6"---------- �II --------- 611 VI A* 5.25" x 11.815" Paralam Beams NK Top of beams -3'0" off house floor i, + 1, i = 11 it m�,�{{ ol w w/1 > Y ' 3'-O 16'-�./tl 9r-0II O U oil W 3t 011 41-411 41 ^II $1 ^It $I ^II 41�II 41 `ti a 1 N 3-2xib LVL`s C 2-2x12 3-2xi2 2-2x12 R.O. 3'-6 " X b-044 R.O. 8'-01 '4" X 8-0us" 1 R.U. 3'-6h" x 6'-014" Q U R.O. H'-10 X 8'-0v2" ' ",/ r � � 3-2X10 ' ISFCa 12080 OXXO '' t ITOW4212 E 8080-XO ITpN4212 R.O. 13'-4" x 5'-414" LIl 2x4 PI TYP. ITDi-r3864 4W with 31nch between units U) ------------ ------------ ------- Z cc w O -------------------------------------------------------- - t 1 P I!! W 2 ( Each unit R.O. is 3' 2-1/2" we , , U r0 g O �f / 1 / r 1 3-2x8 ((� r }`- ' , 1 1 i 1 . I t R.O. 6'-I' X 2'-114b" 3-2X8 , 1 W W Q � R.O. 6`-r" x 2'-1136" •� iAWN2535 3W N X i I I 1 1 1 i 1 1 r 1 1 1 N i lAWN2535 3W 1 1 X= �OI� tV tj V, ' 1 i 1 1 1 1 t 1 i 1 , i m i 1 , 1 1 1 1 , i r 1 l--1,1 CI) - ' ' wall 1-6" Wall I o _ Cc, ~ f --------/ 1 1 1 O ; ; N O T� ----- ate----------------- -'------------------ +-----------------+-'------------------------------ n , - _ N r---- / ------'-'-----------------''-----------------i+-----------------'-' 4I „ Mr Q Z (V {� " �.1. - ---------^ -------- , , �1 r ;-----------------; ,- i i 1 1 1 1 1 1 O x 4 `L O N fq z r -'1 1 , 1 i 1 , 7 1 1 1 1 C+ � d o O o IL _ U 1 1 .y � p p i u tD r In O p x O x_ , 1 1 , 1 t i t 1 1 i ' ; ; '_ N O; NO -------------,-__ ------------------------------------------ ------------------------ , It z e ------ ! 1 1 , i 1 If 11 1 1 , i 11 Z ` 3'-10" - t'--------,--------r"+--------------'--*-r------------------1-1----------------- - ------------------'-*-------- MI - . lt! ' " n 2-2x8 " 2 2X8 Vl W U 3's R.O. 5'-2 x 6'-10'h R.O. 2'-& x 6'-1014 t1� e- In I i i t O x . .i_•;� O ' ' � 10 � � 2'-6" x b'�8" 2'-6" x 6 r fn M In 24 z O -' „ tl " r , N , 1 - 01 O ' O-' N N 12`-1 x W-31t! 1 1 ,ry _ 1 1 _/ ` 1 I O .� ��O O - � a0 ' in X O ' ' -I I , , , 1 1 e 1 1 1 R.O. 12'-3 x 8'-43iz, , i �(`� - _1 ; ; _./1 x x r N X t7,xi x Z= txx4II' , _M^ _ � 11 �� 3_2X16 LVLh ' 1 1 .^ 1 , f0 �= N N_x N X Q N N ' ' W N 0 inr------------------ -------_______ ��-----------------��-------------------- ------ - --------T-,---, LN 11 Ito, 1 = _ C� 1---------:�=---------...-------------------------ram � 11 NN T lY _' (V � I t -' � T / M ---------------------------------------•--------`_. , 1 N .� M r a—————————————————————————————————————————————————— 1 / 1 i 1 i , i , 1 1 ' ' O W L O 2'-6" X b'-8" Z $1-0II R.O. 2'-8° X 6'-iOtfs" 1 1 W N 1 1 1n 2-2x8 i ' , , O x r 1 1 X I 1 1 41-011 4'-011 ; ; U Q Q v' I 1 1 1 1 i 1 1 i (V _X _ I I fV N 1 1 1 1 1 i i t i i 1 1 1 i N � � rf�r ' ' (V_I tQ` 1 1 cn A* 474 _ ` O E_ „ O 2-2x8 1 1 O 10 O e R.O. 2'-10" x 6'401s" Wa 1 1-6" , 1 -r c 0 2'-11I '° r ; ; 2'-8" x 6'-8" �' x _ t- 1 1 ----- I I ----------- - ------ `� a� ° X n 3'-2" 5'-O" tt x n _ „ ----------- N 3 x ------ a,+N2s35 z1U N n z /Y\ In `^ N t�l `♦� ; ; R° 2-2X10 2'-rrib' I O Cfl 0 = t „ " I (` _0 "_� r"" Qr ID �6 �v , I - i i ctl ao C N:� - iL 1 t r-------------- _-----_• ' r % CI) O � rTD43056 1 J rTUN3056 b'-0' x 8'-112' _ I 1 is ; , 5'-0" nt*42646 AU ' II w J O 1 1 - 1 .------ ------ Ul --------' _ , 1 3-0 Q ' R.O. 6'-3° x 8'-iW ' ' O In In x O ' R.O. 4'-4" x 4'-014" Z LL I _ x 1 �p t r 6' t; 1 , 2-2x10 2 O C V O N 2-Zx12 O 1 1 2'-6" x 6'-8" of= x O (� (I� _ 11 2'$ X b'- Z- N , 1 CL r<3 ff f1 �� ' t 2-2x10 x X ' ' m / 1 1 1 (n " nN 11 Ae INE °�° &X& wood beams ; ; 3'�" 3�" `" ' 3'-0 x 6'-8' , , o R.O. 3'-2° x b'-log o X N N = T-1" 3'-0' tops S' 10" off _1 0 1 1 1 1 X 2-Zx10 . cxv , , _ Oi 5 " 5�11 1st floor ; 31-$<t O= x N N - N Cross beam part of , , ; 1 E o _ _ _ >` , , -1'-0" gable bracket Oj ; ; 3 " ' ; ; U �' 3 N O X= x d d : ; _ 'n n � o � z � lu 2x8 CEIUNG JOISTS a ib o.c. X , , Qj /� _ O J N 0 a 2'$"x 6'-8° ' ' >� s�r�Vl� plates this O O et 8' hl/8° off flOOr n ; ' O 0 R.O. 2'-8 x b'-IO1's a ' ' N x_ , �' Z- A In N- a 2-2`1° 6'-0" �� - floor Timberstrand ° "' a N1MIN 1 , 1 ' 1 2'-0 M 1 , 1 , 1 ----------------- wM 1 1 1 2'-8" x 6'-8" , 5V2 I 1 2e-0" 1 � - 1 _ R.O. 2'-il" x 6'40 ; ; ; 1 2-2x12 ; _ _a ' OWD Framing = ' -1 'TV N"11 - W f tl 2'-1° 5'-3° 2'-011 ; j If 2 ,lacks on foundation . � -+ _ ' ' g ;fl R'erc, O - ' ' ' _N ' ' �11 1 X X ; 2 PT Jacks each and °D- X I � 1 , 7C � � �i n 5 " inside concrete _x `" _ opening 4" down 6' m r M I I O ' 111 O �'' '^ 0T Header height from 6' O bl� ' ' I � (�)' 4" beiow top FW IX 2'-011 t 1 I i 11 I N 1 1 2-2x10 I 21-011 11-9" 21-011 1-YP. , 1 R.O. 4'-0' x 6'�8' " x b' 2'-6' x 6'-8" ------------------------ I I� 5'`" x 1 , X �' R.O. 2'$" x b'-1014° R.O. 2' 6-IO ' 2-2xiO 2 I W12 x 35 Dropped Steel Beam - — - - — - PT Plate top bottom - — - - - — - 1 1 � 0 ' 6'-�" 6'-8�" 3'-8 ol n - 1'-6'�° 316" 3611 ------ ----------- rox8 wood beams x ; ; L 1 1 1 --- tops 10-0" off O Cr otop foundation Wall ' U 2x8 CEILING JOISTS • 16" o.c. - Cross beam part of - r at s' i-118" off floor - , I E gable bracket _ 1 1 I r , 1 1 Q > � � n� „ lti o i 1 i -I 0 1 b X N 1 1 on 1 1 / = J( 1 1 In x 0 ' ' 1 1 1 X Q7 A �' N 1 1 1 4 1 1 ,3r , , -�N e�� O/ Cz y ' ' `l I I �1., L w CZ Y f1r ' ' �Q( 'S � f+1 QZ u- m O 1 1 1 I 1 1 1 1 ' ' i t 1 1 1 1 IAWN2523 3W ; d ' __-______-__' ' - x x 1 , R.O. 6'-1 x i'-114b 0 bottom header 6'10.5" from top of slab ' ' ' ' 2-2xIO ' 1 1 , r ' , O 06 1 / O i' ------- -------------------------- -------------------------- ------- ' ' a•' 1 a , , 31-01r- 9,-0Ir---------- 9e-01r---------- 3�-0Ir-' 70 IAWN2521 AU IAWN2521 2W 0 R.O. 4'-1" x 2'-3%* R.O. 4'-1" x 2'-3%* 1ri/ c m Y 2-2x12 2-2x12 .� C (o,-0 12'-0" 8'-O" 18,-On m } 1� > _m m ILI 26'-O" C/) v U Z SECOND FLOOR - FRAMING03 MAIN FLOOR FRAMING scaLE: 1/4 = 1 -0 SCALE.- 1/4" - V-O" m C •� T tL o li j T Q (L 12 CO 12 t2 5� 5 0 m W > W O Y � U a W Q U z W oW Wm 12 of az 5 T T T N 0 i N 7 � 7C) N _ca to O = T !! � C) T M} W LULii Z IT 0 U C O CD ;) U) tD O � U C ZQJ a _ 100 a g ca ca b � Rafter Plan } let floor rafters are 2x8's oPD with 2x10 ridge, hips, and 5/12 Pitch Y CO valleys. Raising distance is ° } Lo except where noted o Y Z r 2nd floor rafters are 2xl2's g with 14 ridge, hips, 4 valleys. o Raising distance is 10 1/2". Overhangs shown on elevations ' and sections, f. r r fr LL. 'L 'aL r/ r O ^� U W � C LL Z <t u �c a g E 0 " loll Od 0 ROOF FRAMING FLAN c. SCALE: 1/4" = i' 5 I R D S EYE ROOF-0" C^ V () Z vJ �t ch C of 11---- - q1t a T U -- Ltl T W ----- Q ------- .---------------------------------------------------------------------------------------------------------------------------- e e. 6 e. a a. a e. - e e. a e. 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' - - - 5'-0< - - T as 11 ---------------------------------- ------------------- dishwasher - li tj ' , • • -0 P s -' f {/�j X /" 11 0- P44 2 2xB O 11 a ; ' ------- "X -- D ' to -- - 1 n\ --------------------- ------ 1; / �--—-—- _ , - - - - -- - -- - - -- - -- -------- a (A — _ _ _ _ - . _�. 9CrN 1 b'$° : C ���_ v .Y v' .,. .0 v oa v .< v •, •- _ O - ; -----_ �-__-_------- �' n O _ - 1=IK. 1 �1 R.O.4'-9°-11%' i . 1 / \ . � Z U / \ •v' ITDF13056 ITDii3o56 -6-0 x 8-I ` I' V--- 2-2xi 1 v - 0- R 0�3°x 8 i�s�-, l 1 / \ \ 11 • a . /' • a Q 2-ZxQ ` 1 1 ' • r x rr - -- - - J C- - - e ' LLn O \ 1 ' H 1 1 ITDFI2648 2W ; I v v v 1 1 ® O 'o x° I R O "�"x -01� • -v v a _v _ -.- a _v v< �►--•" ' . . 1 '6'x - 1 ��� 1 4 4' • v - �_ Add 2 tC` 11 �_ 2'$'x 6'-"' O a z ,, 11 22xI0 " ; ; _________________________ _ '_-___--------_---___ _ E 3'-0'x 6'$° Y O 3 RIOYB tip I l 2-ZxiO X-x- / Q O 1 1 , s a c a , U a . ®O Y x 6-tOt4 i I - / a ' ' 1 ' O ® X driveulay I I - + I - --------------------` as j' XIr / I+. a 1 / i O- 11 ', i , a - v a 0 11 i--------------�-j�i-�--j-'----------------- . U r""-'-----" ----i' --i____ __ 1 •---------"-".____. r a0.• e O x ° a i t \ l i d `--- p O n as / • a , c,c•_ 1 O� 2' ----------------------- -------` 00 C a r , � 11 , I� - 11 --- ----- -- --- 9ECTRICALLE6E1� it 1 � a ---------------------------- ---'- -' ° ti EMTRICAL COURT SYMBOL •a • e R o.7-N"x b'lOtS° 1 1 • -_---------_ 2-2xQ cedirigf�i haiku 1 I •' - ---------------------------'------------------ s ' i1 - '• m I 1I v m Co _bF E o Lo i I O , LIS00 itm C X i x ' e ' .w N �\ \ ceiling fan 3 bladed small 2 I i O Q f n ; O y '- 11 Z \ 11 9 ' � J CD cei ft fat 5 bladed 03 1 1 1 2-2x10 - •\ R.O.4'-0'x 6'$' "x 6' 76'x 6'$' 1 I ; 1 °x R.O.7$ 6'40W R.O.2' -----------------�--------- I p 11 2-2x10P-1 II ; • 11 J' ' 1 • • • ' , 1 / 1 , a , c:effir ig fart rot 1 g I \ / 80CFM Pot Light&Fat 1 n� n � ;! •-----` -2. a 0 80CFM pot Ihffrt fan 2 .� M ' 1P 11 ng XO li B traulitional 02 3 O I I L o aXv • ceiling W 03 10 11 Q v`� I a • 1 1 11 . . a -----------------'�---- ceilingfigtt31 1 11 . a I 1 a FID-1 11 IAWN2523 3tU IAU M 21 2W IAUN42527 2W fluorescent light closet 2 X.33 6 1 1 2-2x10 R0.4'-i°x7-3%* R.0.4'-1'x7-3V �` - - - - - - - - - - - - - - - - - - - -- - - - ____ - - - - 1 ; r ; a _ SECOND FLOOR ELECTRICALrg light 25 --v- 1" A i N FLOOR ELECTRICAL, � . Continuous Light(Cabinet) 93.9195' ' ----- �-''-' exterior ligrt 04 7 (� SCALE: 3/1611 = 1 h-0tt SCALE: 3/1(ou = V-0" Q spotlight double 6 wall mouttt savoy 2 wallet 1 5ASEMENT LIVING PLAN ELECTRICAL SCALE: 3/16" = it-0It 94217 4 O ceiling outlet singe 2 SMOKE-CO COMBO 4 0 E O cable tv arttet 3 ® C q dryer outlet 220v 2 v CIS fan>�CRN 1Is so CFM Cz rn floor receptacle GR single 2 � � XX 1 6 Z ¢ J t outlet 95 O LL m O outlet 220v 3 D a E outlet gfi 30 smoke detector 4 06 switch 43 cd C O switch 3 way 44 a ® m Y >✓ switch 4 way 5 e1 5 'p_ } switch 4 way-rocker style 4 a) switch double-rocker style 2 'F'W U (� Z wall moimted tr�ttio lal 02 114" 2 Y �V/♦� co co co vamW bar Dirt 02 10 0 0 0