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Plans (142) FPS2O19-00122 lij FLOOR PLAN NOTES: a4�� °°� J I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS $ ::: }e� CONDITIONS PRIOR TO CONSTRUCTION. Rzz zbU �� t'fi 2 tC? - 2. PLANS TO COMPLY WITH OPTION Ia OF THE 2015 W.S.E.G. 4 a aTRUSS HEEL ' RESIDENTIAL CONSTRUCTION ENERGY COMPLIANCE. �IUT ...s. � � `� 201 n zv'''i zN w �� 5. WINDOWS 4 DOORS ARE SHOWN 4 NOTED A5 NOMINAL SIZES. ALL ROOMS CONTAINING BATHING OR SPA Fo oQI4. EXTERIOR WALLS TO BE 2x6 STUDS ® 1b" D.G. U.N.O. FACILITIES SHALL BE PROVIDED WITH A FURNACE NOTE: WATERHEATER: : '";' ¢�` (PER OPTIONS 3a t 4) ( -1:,(C GI'JIS �N � , ,� II cVr 5. INTERIOR WALLS TD SE 2x4 STUD5 ® Ib O.G. U.N.D. MECHANICAL VENTILATION SYSTEM PER OPTION 5c) a zo ;n�,P � ` PLATE 9'-1 Y8" A•M•F• 6. SOFFIT DOWN AREAS ARE SHADED. CONTROLLED BY DEHUMIDISTAT, TIMER OR 6A5 ty/ MIN. AFUE OF q4 , DN DEMAND TANKLE55 -zw ° zzzz ZO(17I-zz- ��, ■ INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. SIMILAR MEANS DF AUTOMATIC CONTROL- N'PE; TRAIN (GAS) rv/ MIN. EF OF O.cik a° - z ra-• ` PLAM PERaCt MODEL: R28060Ag36VA TYPE: RINNAI c c� °wzornQPLAN '' 8. ROOF EAVES THAT ARE WITHIN 5-O OF THE PROPERTY LINE TO o- aHAVE F1RE-BLOCKING FROM THE WALL TOP PLATE TO THE MAX. BTU:. 7.78SHOUR MODEL: RL?51Nw w0z o N4,_D„ UNDERSIDE OF THE ROOF SHEATHING, PER I.R.G. TABLE R302.1(1) ° �'E Ccy �` ` w b i-�W��owaioO �O7Jwlfl�tll °,/ FOOTNOTE 'a'. w��r;--ow�� w1. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. 8303.1 FOR �� ��J��1.1I A /• !� INTERIOR STAIRWAYS AND R5O3.8 FOR EXTERIOR STAIRWAYS. mc� T = °w ,,� I .J1"t�Il� • rr () rz" 10. SEE SHEET AI FOR ADDITIONAL NOTES. PLEASE PROVIDEpJ w w 01 QI^Zo cc C k SCAL,.E: 1/4" = 1'-0" 1. SEE SHEET A2 FOR VENTILATION AND ALARM SCHEDULES. COMPLETEDNEPA13 Q °o p D MATERIAL ADP ND TEST wzomi a:v =;01 FS Q p`� CERTIFICATE ATt�-n�a � on� a A9 A8 x NV dwrus4�t�otL '�� ��.: A8 FINAL lNSPECTICN n.o to;_- �>1l D.t� o am I i'-6" 15`-6" I0-O 15'-O" Q 6" RAKE 1 c14) c\i 6" RAKE PLATE ® MAIN c. > , 3i_Qu 5-[Z,k 6,_S: 61_6 -I _6" 8,-�rr H I` °Q Z � - •�'� c '-I Ye," A.M.F. WI v) a, tr) SLOGKI SS ' � d CC) `n `n Psi/ 2`-O"" 'TRUSS �� PER TRUSS AS �y' C� ' E- r-,--. oF HEEL (111-1 Y8" A.M.F) AS TYP. TYP. TYP, N �` POSTS � � � SUPPLIER yy , y N N la IV PER t co 0' Z D.S. DS. DS. 10 6 �U AY i _ i FRAMING Z -j* °° O fa \ 411° 52 52 r 12-O s a Z' _ Z �-+ N r- I I - rll `6 7 6 DBL. SLDR w/ rlli O k I I I GSibxb TIE STRAP AT TOP PLATE p H/G 33 PTYP GAL Z .. in 14 1:6 izr ce -- I I 1 s s V H-S N s a N N X Z _� i OF WALL AND SUPPORT BEAMS ty .1-1H/-15C.' (3}2 4 PIG I I 1 I 1 IO IC . (3) 2 I PIG BELOHV _ _ BEAM ABV. a N Isu " ., , �� ,\ • r 4i i' r 1� i N r Ir✓ll�. , i%I... -- S �,' \I i=1'Al l 1 _ 'tom-- N l.L Q ,u' t i � -1Y GLNG. ,k T FFlT 17N. TO RADE �- - 6x12 D1^ 2 TOP • 411-1 Ye A.M.F. 6x6 POST 1 ° 5 SH. r //�� pp r4 ,� I k� ___ ---=-Y SIMPSON •I D.W. ' .M,F. 1 _ 4 Vu-rpoo � ' a� 4 d - Bch POST . I� \� , :' :: ::;, -`-=; �o �' I - `•i ._---'.�:��_.,,- ,_ .._ __'-"� •� �} ( lP P i lin ID - GAP - ' _ ' :i:..,.�•',,,,,'. : ' �c.:� .�. ... :. � S - II isi S Y8"x10 i.B. _ N = o ` 1 a I s� I: - - - _ v 0 + 0 v rl __ bxb s e 4 k -6 , 4 " G CRETE • _ . d d d Q d I d ''� - 24F-•V4 DROPPED - ,� P R .4 C 2 6 , 1 �t 7'-6 • 8'-0" 0 ��' 1 - - -7 I 1 Z POST - v I D'-O" / b'-O" •� 4'-O" �, 13 O / �,, r ® - -J I -� -i -9 ai I 114 1 1 : O 0 0 0 O O 0 0 p I I / 'r f �., in _ , C 111 I Ill W w [u W W ;W I 0 Q 0 0 0 O p p _ q'-1 GLNG. LINE OF WALL ABV. J � S°8° 5.6.D. • • O 9 1 w = O 1 x x 1 x I X X �_NAL.L ABV._ ____. - III , - --. IP- - w/ S.G. 1- X �,�` 9 0 c/] \\\\\\�\k'�\\\\\\\�\\\\�\'.\\\\�. ..ha \\\\\\\\\ \\.....\.,,\ `'. \\\\\\\\[\\\\\\\�\`\\\\\ �',' r�^. i� O I� R WD I I - r Q �� l 1 6x6 6x6 5 Ye,"x15" 6-L.B. 5 SH. I �, r 2. ' 5 Ys"x15" G.L B. POST I2 -V4 F_USH % # N ry, i 1 .. / I� V ; POST 24F-V4 F'_U5H j t>- _ - is I- r 4 I I ' 1 ❑ MIN. IS"x24" O q'-1 " CLN6. j I � C ;• d 1 CONNECTION , _ �t CRAWL SPACE _ i ill Sr GOMBIJSTION AIR-� ,,� '. i61 INTAKE TO MEGH t ? PER FLR. TRUSS --�� 1�aOTE: DRAFT I --- � 'x CRAW S, INSULATE l M \ THROUGH FLOOR I SUPPLIER / STOPPING PER -_ I WEATHERSTRIP _ F• VI '"L ,� moi, . p I 1 Q'-1 411 GLNG. " S.G.D. S.G. (w..4 ' L________5.6. �. 8°8° '_ --- % I.R.C. R9D2.12 - - _ x I lt:+ 114 1`RL7 S.G. EXTERIORROM l_ _ - � „ - --: - ---•�-�- -� _ -��- -•�-�_ -- -- __ • it d �� __ 71 ry r I I BJ r v s , • SYSTEM c�1 x HARDWOOD r ` Lin c. ALIGN 5DLID FULL HEIGHT G516xFULL WIDTH 11E STRA AT rTI' I- `" da �� tri r-1.14,' s ° _, / `F ,4, 4 266° PIG 2s PIC a_ 1 W i SLnCK NG WIT+- HALL a j� BOTTOM PLATE OF WALL AND 3Ye,"xq" fi.L.B. 24F-V4 FURNACE r s 6 2 1 PIG I f SOLID BLOCKING BETWEEN JOIST 11 __ k = o k S O LONG BOT. WATER HEATER r- I u _`�y -36 C/,OK• 3b AFF 2 f PIG _ 01 N 0 _Ci 0 f„'.) [ PER NOTES ABV. 1 V. VENT J.T.O. -2x4 KNEE l ry�/9 ca O [ TOP r! HOOD eTh C21 in i FLOOR TRUSSES @ 16 11 ' �! BOT. OF FLOOR TRUSSES q'-I Ya" A.M.F. % T, OF FLOOR TRUSSES @4i'-I •s" A _ 4 . _ ` �� \ WALL BELOW INSTALL 36 WIDE k I _ -` ► ► -4.,, .k r- D.C. BOT. ��-! Y8� A.M.F.A5 I UE c.) X / I DIRECT VENT GA P *,-, 's -A.., • -1 r-INIf \ N. _ ci'-! GLNG 1 `* FIREPLACE PER i j, d_ti s NOTE: DRAFT , c U = ;c1- .z. t ,10TE: 521 S-F. � d y :0 STOPPING PER I j z F M I LY Ya GLNG. MANUF. SPECS.- ' I FLOOR AREA / NOTE: S.F. I.R.C.l.R.c. 8302.12 w e'rER T. 11-1 I TGJ �I `� Y '� o I -EXHAUST VENTING THIS SIDE OF % tL� FLOOR AREA 5 i h C ;� \ al TILEC) i•; _ ; t-31 i •i,�,RDWOOD . !�A .4 FROM MECH BELOW DRAFT STOP ,//rc: �OcL THIS SIDE OF .; ' I64' uL� 126 I: i y'C(1THROUGi- ROOF I %. � O DRAFT STOP, 4 NOTE: 576 5.k=. -�� ) GAS W �� I t' PKT. - � - �" � t � -I " GLNG. ..-.1,..-1-W _ TYP. i I-� � _ t- p -� � - � Ya x ' d FLOOR AREA , BLOCKING 1 5 _' , tt OVEN/ l'tiT Iti w ? i1 i 1. xfl-"n THIS SIDE OF M 2 6 d ,42�, {-4RDWOOD r [ CD PER TRUSS 52 i Li ;,,,,Z4DRAFT STOP p S.G. N :` REFER �" MICRO _ 2. �1 f n m d 0 SUPPLIER � �p� 1,�� � r�+ � [01 � � DN - ,.`�'. , . r', ,,: ..4; ,�„•�� Y .� ,,, n� � IX � si1 d � �� W '�_ -____ � � c.ONNEGTION � � _ 1 TYP. # � � I "r-- � :n _ - -_�_ 1s42\) _ � � z W ,�' ? ,..:. PER FLR. TRUSS •,,.. � - "" [' Q n-A I4',��a °" � '` 0 �y O BL[ GKING 5Q Q �' A (Ar� i �� � 1• ,,� ��,� I-" l - 1 � � O _ $�� PER TRUSS 52 O ' B 6-O A 4-o k2 D ' 4 O ' S'-D b-C I5-b`1"511-127 �? -O O r, ; D. SUPPL ER Il ,` ,1 1 CSIbx6 TIE STRAP t-sT TOP PLAT` 1 II Y SUPPLIER � `- / / - AS , DL. S ti A3 i' i OF WALL AND SUPPERT BEAMS -- = p:P AS B �ry -TIGHT FITTING, I-3/e" 1I' +� .,� I ,1.1. . r1111k�l� i� -- ,2x IP �, 1 k 1 y 6r � THICK (MIN-) LID - _- ID" __ 7�� r:,. . 6x6 �\ ••\\\\,I \\ti a \\\. AS I; �7„ �������1. _ _ - - _,: m �. x4 FLR. ASV. R'4 5 - III 01 I, 1i -1-I CORE WOOD DOOR POSTS PER --- -1$ O --- 1116P.�11,-44L--- kn I ' P T 1 2 YFX15" G.L.B. FRAMING PLAN, I; II I I! 17 w/ SELF-CLOSING OCIA 24F-V4 FLUSH t_ •o t, -----�_ F_-_ __ - -- ,� N C):"(1; IL 1/1 J W � _ i- - -- J HARDWARE -- - 36x60\ d / ;';. -} TYPICAL �; -O i` ,.,.: S ► NI i' �. • I Z tl4. li >43 - r t I-`v--i I (Ni +. SHOWER �4 I I p_�� 1 1 1 G►AR,�C7E 1x10?• : __UNDER ry a o (IN 1 `Q `.F f-', it 1 .,„. I'- -- , •i�EJ ' INSTALL /a" TYPE 'X' _Al STAIR 1� _ i4 x s__ - 2x6 STUDS - -1 Cti-W.B. o WALLS O t,/ 1246* (L (2)2x4 t. I al O 16" O.G: TYP.a I- 0 ; CEILINGS PER O o ° _ ' `WALLS _ -- Q a, GARAGE In , TABLE 302.6 DRSG. , OPEN TO ABV. - I F: I 4: -- i- , - I iz R. 5. O .. ,1 IL %' - _ FOYER0 2x12 LEDGER `4 ry �1'-1 Ye." GLNG. I ''' _ a 1 0212 JST. fl1 - : - N r-., p fiARDWDOD _ _ -' C4h ` !' GANT'L FLOOR TRJ55ES 6" 0 ONE END HANGERS ABV. ❑❑ 1- i 0 2-CAR R \ t)-- 't, �, ,, . 3 __ TYP. 4" CONCRETE r' p Q p ,+ I L - 2x6 LEDGER 4 �•`,' _.. ' _ dl �Y F oV ` �+ N • (V N N II �`� O U26 JST. HANGERS 7 for Model SS8464 I k a1St!) k 4`_ " 3'_O" t # TABLE A. NFPA 13D& 13R WET PIPE HYDRAULIC DESIGN CRITERIA 22'_0: . I 1i •4_O l - al g_p _^I 3-O 2 -6 b Oil [ 6x12 DF 2 BOT• or beamed or sloped, in accordance with NFPA 13t7, 13R or 13 as `s - , - ^ Ce ® 411-1Y6" M F I- aPpi beams with ceiling types smooth flat horizontal, P - - � - - F, 5 I -p, . y - i Ordinary Intermediate intermediate • IAlik8 5016 Maximum Min+mum -1 (I) _' Maximum Temperature Rating Temperature Rating Temperature Rating I 1 .- �. .ter PIC. i � DASHED MEMBERS: Coverage �� = t '�i- .a3331��`' � �1■ i11hsM1y� � � _. � Deflector 2x6 CEILING JOISTS Areat9 Spacing 162°F(T2°C) / 17►5°F(79'C) rn, 205°F(95°C) to Installation Spacing I K UP GLNG. i �'-1 Ye," GLNG_ ABV. ' „ Ft, sure 1 Flow"! Pressure o Type ( 17 R. `4 L iNi 24 O.G. BOT. Ft.x Ft, Ceiling {• � � 9 tjGKIhG - ;0-' q'-I Ye," A.M.F. xm) (m) GPM PSI GPM P5t GPM Psi ('n) I - (2)2X6 ENEER 3°8° f` [Y HARDWOOD 1 .I �/ BL a' ( (LPIv1) (bar) 1t PM} (bar) (LPI ) (bar) I �' WALLS 166° PIC S.G. S.G. PER. '.9 "<( Z TRUSS 1---"t o a I 6 lay . { - 1, '-'-' CD c/1 SUPPLIER .p K._ -- - I6°45° O.H. 2 6 PIG (� I J Y�"x15" G.__B. -� 12x12 12 13 7.0 13 7.0 t3 7.0 Smooth !-ffG GARAGE DOOR 6 O 6 I 24F-V4 201_0" LONE: {1] /�'I f (3:7x3,7) (3.7} (49.2) (Ct.48} (49.2) (0.48} (49.2) (0.48) Ceilings Phi L. G .... F �.rP ';;:,ADiIZED 2 I PIG Iltl 74 H.B. 5 . .......,4£>5.2. la �` LIGHTWEIGHT 6 a o a I A "<( ._ ..I. N y> 318 to 1$ i� - Lr .�1} _ UI res 1f} _ _ 4 b SLDR w/ 5 I -,,za c 'r •[T1A \- ......---_--L---..-_,-.44------- ry ry fM , s s . L ��,��OO.I�I .I�I����� kk�.��k ,� �I Ok l�l �, , .......1. ��� �� , ` Inches. 14 13 7.0 13 7.0 13 7,0 Inches. '■ ,CD-11.1(V. ',''STONE $ 2 I BELOW ILI _i /''� r• '� - / n LINE OF HALF WA,_L ABY. �, Q:'' �'" ;VENEER ' V J L, _ _ = ry I Cl i 4' ,L` 3) 1) (0.48) (49.2) (0#.3.D.0 .2) (0.48) Beamed .1-Oki 3L31�(� y� OPEN i 4Y. �'I w.- �I{-I Y8" GLNb. _ ..,..,.. - ./h W' i., '0 `\ nl ry / Ceilings t ry LIGHT LIGHT- ry ry ABV` N. TOj EGRESS '!y ry i 0 , CO (IN* (a:4 1•-3 k , " % # �_ Ik 6x16 16 13 7.0 13Dar�3R Concealed t3ry F{XTUREFIXTURE BEAMABV. DRADE �� I n ■s 1r16x12 DF#2 DANT L 3-6 ® � 6x12 DF 2 20 6 L4P� s. (2.a} � ,� � � � 4 CONCRETE' " g-pFPA :. / ,: [4.9x4.9) (4.9) (49.2) (0.48} ar 13 T �• _, ,:�.. jJ _ \ tw DESIGNED BY: DATE: w ONE END, BOT. q`-1 Y811 A.M.F. \�1r�``--------\�`\\\\\\\�\\\�\ Instalaa '4 • " rl► (2)2xfa f = TROY 2016 � I � I 18x18 18 '17 12.0 - - 17 12.0 beam d3 '?�` - � WALLS � i �i Ei � W L- / 5.5x5:5} (5,5) (64.4 (0.83) (64.4} (0,83) 3,$to 71$ DRAWN BY: DATE: }� }�` 4'-o"x5'-a" I } nches I PLANTED ! � = JRA x/22/16 LOOK FRA i I I`t f� TES. SIMPSON HUG612-' ROUGH below C) I. CONTRACTOR SHALL VERIFY ALL NOTES, CONGEALED OPENING IN G 20x20 20 21 18.4 - - 21 18.4 boltomof ° il r l/n 41";4- PROJECT MANAGER: DIMENSIONS 4 CONDITIONS PRIOR TO FLANGE SEAM ROOF // (5,1x6.1) (6.1) (79.5) (1.27) (79.5) (1.27) beam, ', • // 111;8:4 TONY SOPER CONSTRUCTION. HANGER '-LINE OF 2> = • 3 For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the . i` ''FE'� S. REVISED BY: DATE: L.0) 2. ALL FLOOR JOISTS TO BE I S" DEEP, 2x4 OPEN D FASCIA BC {a) 9 ' Ropy L`s ��,' TAS Qf25/I S WEB FLOOR TRUSSES [� 24" ON CENTER UNLESS Nerd Higher Coverage Area listed. fe NOTED OTHERWISE (U.N.O,) A8 (b) Requirement isbasedon minimum flow in GPM�LPM)from eachgsprinkler.The associated residual pressures are 1 � � ��l +T ;,r�,� igA Factor. Refer to Hydraulic Design Criteria Section for details. Acj 4g7 �a (qPM 5. ALL BEAMS 4 HEADERS TO BE 4x10 DF#2 U.N.O. calculated usingthe nominal K-- - -_- .---._........-.I AS M£T ik 4. PROVIDE SOLID BLOCKING OVER SUPPORTS. q ' 5. PROVIDE FIRE BLOCKING ALL PLUMBING 2 "I I I „ 11 „ " " cz, c ',.:)PENETRATIONS. I I -D' 11 --0 /2-O2-o /I-b 3 -q �� 2-q / 8-O 4-O -OINI L Nt - _INDOW HEADERS � 8-O ABOVE FINISHED � � � � il 6. W 22'-O" � 12' O" !b'-Oak.,.,;-�' 'f7ps L-GFLOOR MAIN FLOOR U.N.O. WINDOW HEADERS ® SCALE: 1/4" = 11--0" R._._...____._. •,r OFFICE C�� ..,, r 1'-0" ABOVE FINISHED FLOOR ® UPPER FLOOR R6O2.7.5 Supporta far headers.Headers Niall be sly 5D`-O" OVERALL -4+,.,, :, .^I U.N.O. paned os each cud.etch am or more jack studs or with ri' • 1. BEARING WALLS ARE SHADED. BEAM SCHEDULE approved O ttandng to elm uds tC - .• • ■ 5. PLUMBING AND MECHANICAL FIXTURES ARE R602.1(1)a R602.7(2)_The ful�heinlll mud to DASHED. ear3,end at lila header be cart relied to ash end of - PLAN VIEY'i DESCRIPTION tLeltradrrwith four-1&Iraats{3.Suxlaeexb.t3Slnchra}. CTI"'Y 4F T�GARD l'"���� �UMN«fi�Y As The minimum number offull-height studs a cads end ofa FLAN `T FOR MODE CUMD'LIt��vC q. ■ INDICATES PRINT LOAD SUPPORTED BY (2) - - - - - nrstlsttne;331,;L',Y�L'CWi,t,'rat7tCRbtt'2.7.5. � I � - � , STUDS, U.N.O. DROPPED BEAM DESIGNATED TA '� MAIN FLOOR: 1665 S.F. tatlantl4 0 OF IM of F WIU. 9911 41 raVedt 10. ALL WOOD IN CONTACT WITH CONCRETE TO SE - - - - - ON FLOOR PLANS. WALLSos ATEA11011OFHEApFAStME7CIGHTsTuSCALE: Ifo" I'-D" ii g. 1 UPPER FLOOR: 1521 S.F. Act PRESSURE TREATED. ,a°"" SIOMMIUM* U*AUKS ' 1 :. II. ROOF EAVES THAT ARE WITHIN 5'-0" OF THE DROPPED BEAM DESIGNATED " 24 I T. PROPERTY LINE TO HAVE FIRE-BLOCKING FROM ---____-- ON FRAM I NC-� PLANS. a' z i ij it C�4 �" 00I ,�TOTAL HEATED AREA: 3486 S.F. THE WALL TOP PLATE TO THE UNDERSIDE OF THE e- 3 z ',1c'Tet G}C0 N,•r e L....4_____ GARAGE AREA: 463 S.F. CORNERSTONE DESIGNS ROOF SHEATHING, PER I.R.G. TABLE 8302.1(!) FLUSH AND TOP FLUSH BEAM in5 + �, 'e COVERED AREA: 215 S.F. JOB NUMBER: FOOTNOTE 'a'. //////////////////,I DESIGNATED ON FRAMING PLANS. CIS Date: 9_ �_ III VQ1 12. SEE SHEET Al FOR ADDITIONAL NOTES. `�"� - 14'-0" 14'-0" 8`-cI" 11'-0 ' ` FLOOR PLAN N NOT S: -J -J CE. 12 I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 w 1 q z("9 0 p u Ill Y N 4 CONDITIONS PRIOR TO CONSTRUCTION. z<-14x1-...,, o Q 2. PLANS TO COMPLY WITH OPTION la OF THE 2015 W.S.E.G. vi a CD., a(1)- CL a 12 cy cV RESIDENTIAL CONSTRUCTION ENERGY COMPLIANCE. o o a°z�'tLi z- W 3- WINDOWS 4 DOORS ARE SHOWN 4 NOTED AS NOMINAL SIZES. U1-_100TFoz ., 4- EXTERIOR WALLS TO BE 2x6 STUDS 0 Ib" O.G. U.N.O. o� 0 w 4 , N � - PLATE 0-- I 5. INTERIOR WALL5 TO BE 2x4 STUDS ® Ib" O.G. U.N.O. b. SOFFIT DOWN AREAS ARE SHADED. PLATE PER PLATE - r€ 18'-9" A.M.F. a 0 -tY z p o- w J r .,t A8'-4" A.M.F. j '7. ■ INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O- U w a p o 0-Q a crUi PLAN 25,-0„ I4-O` 12'-0" 8. ROOF EAVES THAT ARE WITHIN 5'-0" OF THE PROPERTY LINE TO -o o .- cei-o In _I-JZ , + 8i_0= e / HAVE FIRE-BLOCKING FROM THE WALL TOP PLATE TO THE °I 0 w w a • ,1 / / 0 - " `" 2b'-O" 2 T o UNDER51DE DF THE ROOF SHEATHING, PER I-R.C. TABLE 8302.1(1) u_cru_it o Z tn i�'0 A COMMON T�U�..J STUD TRUSS S FOOTNOTE `a'. D a D O I__i w W 1- z W s' �' END JACK (iiq. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. 8503.-r FOR _ ~S a p �J ‹Qrw INTERIOR STAIRWAYS AND 8543.8 FOR EXTERIOR STAIRWAYS. O w w .1_, ,r- F., l, G C� SCALE: I/8A " = I'-O" SCALE: 1/5" = I'-O" SCALE: I/8" = I'-O" 10. SEE SHEET Al FOR ADDITIONAL NOTES. II,CIDt u---- SEE SI-CET A2 FOR VENTILATION AND ALARM SCHEDULES. F D Zvi 1 a J o 0 0 c O a a0-v- w i,- A8 NV � azwoi- _ioo UN�p TU ui AM D1- 1 . $ ® >_ww<01-,xOOD:ir t, •_ 427 da Q 1';: ' � � .01. aLi_2> i_IOwtt A8 21'-b" - � 13'-O" I5'-6" „ • " PLATE MAIN ® �,, 6 RAKE „Lill.. 11`-1" ® 10'-5" 5'-6" b'-6" 3'-b" 4`-O" S'-O" r r m tri 9L1 Ya" A.M.F. 0516 TIE STRAP AT WINDOWinumm. ��, t' �' t / / Z PLATE ® HEADER ® SILL PLATE. "�" u r "' Lc) t y w/ 2 -0 TRUSS PROVIDE 2x BLOCKING AT q" Q„ , q ,o cu MSTR BATH 1 >tl� SHEARWALLS EXTEND STRAP rtl ¢ / SEAT Z o HEEL (I 1'-I Ye" A.M.F) Ag 0 '� 3 °D w D.S. 1a.5. 18-9 A.M.F. I D S FULL LENGTH OF WALL '"„ , ... j, to I o co 7 ': I LINE OF ROOF BELOW - +�, LINE OF ROOF BELOW w CO I I -�- _.. _. . IA O z ;1 ¢ w or 2 I I 1, w -I j 1 ? '•7 f O G' • In Z w f U 5 PIC ABV. 5°46 PIG ` ` a ice k IL- ":-.-=.1 O I --- w w W----- El.-- i_1_ 1 tv d ' ., LINE OF WALL BELOW ` ICE - - - 2 Z }- _, \ i -� E J E.J. --- 6x12 15F#2 TSP ® �i'-I ya„ M "- - I '. j- . �I- 0 k-:-; u til LINE OF 0 A. 6x6 POST ....*.. 0 i V .36"x60" v POSTS BELOW ,[ a ' i- 3 • NA to w w W W 1- I w - w/ SIMPSON CC 0. : I ��.oAfik 4- LO ti) dl to In kr) U7 BGb POST i5� I D 5HOWER °° 3 E.J.E.� o E.J. U4O 0I i �� �� ttl ty? til til N ttl to CAP ! i ' 'fiS tV d L _ ` I (`I / _ �.. n E.J. c� �4 • E.J. _ „ V) kC �c 5.6. l I I, NOTE: ALL WINDOWS O D5. w t` 4-7 I c9 3'-I I" e7d ' / = ' AT MASTER BATH - i� . O O0 0 O o 0 0 M J , o I I I w w 3 ">' 4" 6,113. ' O D 0 0 O O O ' 12 SEAT ! TO BE OBSCURE m z V 12 646 CAS 7°46 PIG 2646 GA ® dp Oz a A* E.J. E.J. O "" I d 30 x60 a, SAFETY GLASS L c/� E.J. i.I 24F- /4 8-O LONG HIP MASTER50 I ` Ike• -- --a- ------ _ , - --- -- --- wil�i © A .., . G1� x x - AI ,2°4° SKYLIGHT :k TYP ,, . \ ' SOAKING NG T N ,.,. PLATE ! '` I � � r „�� �� EGRES 5�„ i = S'-I y8.. GLNG. _ � � w/ LAM. GLASS, W' •, MSIR BEDRMAlk :1 .:: COMMON TRUSS o a - 7YP. /, O MC�T�7 1 CENTERED ON e 18'-9" A,M,F. E J O �, ti;:. :.::'�' 2 4 SKYLIGHT PLATE ! =13RM 8� I ` 1� I i› I I VANITY r�� 7 t] V �} I �3 tl `63 ; : :;: s�' w/ LAM. (GLASS - .' r0 'r u) 6 I ATH - IA 9 (. 1 1i _ ,! ® 18-9 M.F. s - LI 0t11 N til N til # :I,::`?""":"`:' GIRDER TRUSS / DS, 52 D lid G TILE O [7. - ,�Ury ,r,U NE.J. Nfo rr N N W , e -..:; W _ / prG � � ` '` r ' 3'-9" �� c4 4,_g,. 124/Am FLP P Q _ :;-�,,.,�, _Q COMMON TRUSS I 1 �� O 2666 4 8 tt �j ,-, I Al c`I PKT. - _i `-- a4b DBL. SLDR w/ S.G, v] II i COMPOSITION fl O O O O O x "----- -- --- --- ----- ' -f al 51-I y8 GLN !Ft _ " - c� z >- t- t` ;. ! L. .- COMPSHINGLES OVER E.J. ! I I t ! , w , n M7E171:Rim POSTS PER beal W>- 1:131.L �- re x12 G LB. Y� xa 6 L B. a2468 I E6REss r��a0 FELT PAPER, OYER ; d : : i'::::.: 24F-V4 12-10 LONG, 24F-V� 8-b _ON6 18 , F...l. A _ _ u. I APKj. 8'-I)'a GLNG. 2 6to i ' " " � � �tA'' f-RNM I Nb t'LAN SHEATHING P .‘4411111 N !� I!` !i FRAME OYER •TOP ® 18' 9" A.M.F. A3 TYPICAL ' __ I 1 4I G ` - r STRUCTURAL I . JACK m to fA tI] 'au- ] �2xb A 24" O.G. _ f� Q d _ - ry di �- QU I CARPET ,+ f'I Q NOTE5/DETAILS. N -- _ r_- !X , I 0 sa. STAGGER JOINTS, til til N til til LII ill W W = t = \ TYPICAL. I, END JACK• 3 r' 4 V Q E.J. 'A' MIN. 22"x30" \ O �I ---- \./ _' >>l� 52 '»a: ATTIC AGGE55, = ' i R. S. 8' 1 Y8" LN t#.:_.: �i O O f7Orttik INSULATE +f , \ L�� CI-; / :.::: :: # z �q END JACK 'A` � WEATHERSTRIP 17,-..-.:____:1:. '-Iy o LINEN � 'rtl tY END JACK �r0 r-_� r. :.... ... < 4 = GOD AIR RETURN 5- tn. I� 7 I 5 SH- WHOLE PLATE 0 MSTR tR L J T.:=:i ti^:^: -•i: ::-':::: -.}::..-.--.: ` �� lO"x ATTIC ROOF t h n ''_ w \/ r I N _ _- �' I I GAR T '. BEDRM 0 18'-9' END JACKJACKS (5) REO'D' -IL IL \ \ _: . - _r /\ HOUSE FAN A.M.F. CI I. \"l llll--1••:-.41••••••-• SA fA END JACK `A' k__ ' I 2668 e NSTALLATIONS w/ AUTO El fl Q ® UPPER ROOF Q EXHAUST TING Q L'xJ �� i 6'-O" 6'-O" i )'' - 61-0" I 4'-0" 12'-0+ EXHAUSTING MORE THAN kis) END JACK A # r �! END JACK 'A' PLATE l`+; FROM ME BIELOW�y i �- I •1' SOD CFM SHALL BE TIMER • . .#, ".� BEDRM e THROUGH OF �} O (� I MANUAL 'EXHAUST VENTING _ ` MIN. "x' TVP. �Q 18'-q" a 8 , _.¢ ____ 0 2668-� OVERRIDE0 PROVIDED WITH MAKEUP 22 a0 5 2 6 R. = 34`7 G.D. SIR. FROM MEGH BELOW 4:12 110 .R.1I _ATTIC ACCESS, - A.M.F. • THROUbH ROOFa - = END JACK A = O _ --� • i/O INSULATE 8 L 18 7r. ' END JACK 'A` rx WEATHERSTRIP � '� 0 b IR2 D' , I2- 2'-O° „ ; T 5 4 i / A �� W I 8-1 y8 GLN•-. 2866 GLNG. 65o QQRIDGE �� END JACK 'A' , B O SLDR 1 fpzII i G5 tAUNc'R ( V Q r3, N 8-I y8 d - CARPE ,t G. T. !'O END JACK A A8 - t"��7 �t 4 (2866 p! WDN. ,,B O ` B 3.i I� /! y 0 O ��, €'I R. I - 1 r „Jill 1 B ;p (N AS END JACK A I- til N tS1 16 th �_� • END JACK 'A' A W CARPET �--�a� W• D. A8 ' 1 01 r li - j tti? N N L� _ ,- - 8 8 8" GLNG. a 4°4° SKYLIGHT `� V.Y.O- 18 VVP '.•J - • - ® O` ti .R4...)...7----- w/ LAM. GLA55 J % fILIPLAT1= 0 BEDRM , W til z z ,, >RY ® ® , = J -+ - _ . \ -- CD N O O C - • a e - O e 18� A.M.F. END JACK A ...• A.M.F. 6 C) N \ _ , / nLL °� e x 3D"xbo" 4 GIRDER TRUSS 'D' - 1._ til 7 O C • I r O, I a b VA• (TY'-"r d a „ (� I d ---- - TUB/SHOWER /7: s COMMON TRUSS FRA OVE>44* ..:7::.:.:.::.:.::. �ri/ o o //y/ %rte �� Ir �_ \ I [ GLNG- 165o CAS ;1' 0 -- f = V- IL • �� ,G GAS PLATE - .. COMMON TRUSS LI .f, 2x6 O 24 D.G. 4 4 SKYL1I 1 BONUS ® 1, .. -- , w/ LAM. 6L N I- - T TILE 268 �►_ ' - I <IC Q �� :,�- / , „ O'«� ,9 8,_D., • 4'-c „ Ott 6,_� „ i+ 2_O, 4_O= O p 18'-Q" A.M.F. ii 1 _q -. Ib -O41►� �., m �+ 0 L 4 2 (V O I ® _ ~ _- �:� .: �� I,, �,_ I� I,t IS Q" G I„ f" ,,.. I I Id‹. _ __ LNG. % 7. COMMON TRUSS Q _� _ _ - O d / Al I vv iii Frei?e Protection for Pipe in Ceilirte Spaces 8'-I 8° GLNG, ti3„ it) �" I TO� I �(-i r a P. , 1 O 4 � .v = E30 NUS 1 I_ 1 I I' ' 1 HIP MASTER �1iI This+s a method for creating a void around water pipes that are suE�ea to freezing in the ceiling 0 2x6 EXTERIOR CARPET I I•' t - _. spaces.Use cardboard,plastic or other materia!that will hold up to the load of the insulation to HALF WALL - 1=113,-,---- •G I 2x6 I �W /-., .'" :. • • \E.-I. r�-. - `t Nt CUCO A L I create a void-it is important that no insulations able to come between the finished ceiling and \ r` ` " ?� _ 8'-1 GLNG. 1 _ s ! I f END JACK r the ipe-This void is created to allow heat from the roam below to enter the void and Protect BELOW, TOP ® I 5 5°4d QIG a n - S� b��---FFP----###i l 2x6 G.J. p i Er in .A!l renin insulation materials need to be above and beside the vo+d to 2'-0" A.F.F-`. , - I ' SEL/ R2 m the pipe from eez g & _ `` _I _ E - ltib. 1 QO CARPET �, 2a6a J'' Q [Sl D.S. C _ ,. END JACK `Z� V E.J. _ fE hold the hetat in property.The tv:,ter pipe is�nstalFed inside Lhe void where the heated space is ; •+ 8''€ I- 1 i }C li u u 2x8 R. created- I ! O G VENEERS �J 8_ Q v " Q d 4 l 2x6 G.J. 1 . E A.M.F. I 5 r CARPET 6 GLNG'. O Z cz,) : E.J. Q C 'AI E.J. , 7p Q -� E.J. -- -- __-- _-- \ E.J. z 6 - 1<rit Z AS - , _ _* /"i(G CO Xi. „ w w 11. A -a Li Li ? D5. cr ul I °ivEGRESS - \ 163°. /. WALL BELOW �}' GAIZPE=THEADER ® -O A.F.F. w W �, lig , w LU W . .,, \ - .�'_ \, <I: CD Z E.J. __� _ _ --- -- ___ r D.S. t E.J. \ \ \ - � ---- _ PIG I 2 6 II' PLATE ® BEDRM c a r�� !_juji____ PLATE ® BONUS ' e 18'-q" AM.F E J a a a 6 6 a \\101-6'17i) - - - ��Till EGRESS R. S.v J (� w e 18'-a A.M.F. # ; 4Y O DF#2 2 4 CAS 5 4 PIG 2 4 GA5 = `ADHERED = cy - I II E.J- --- -- -__ E.J. .9' - ylo-•6 ( / LIGHTWEIGHT�O - _ (lif 1: ,_ . . ' ry x x x i j .�,t: -A et ' STONE 1 [V "�'4i DBI.. SLDR _ O Cu 0.... I _ n cv Lj - n W 6x12 DF#2 GANT'L 3'-6" w w w % J VENEER } r I ( • ONE END, SOT. O 9'-I Ye" A.M.F. ___. . --- --- T- -- -- - -- - 1 J+ 8'-O" cv` DESIGNED BY: DATE: IT. . W 2`-O" O.H. TVP. LINE OF CONTINUOUS ► D.S. p,•• CI 2ALF WALLOR 4'-O"x5'-O" \ BELOW LINE OF WALL DRAWN SOY 2016 / / METAL GUTTER, TYP. JRA BY: 7/22/16 6 0 ® 4:12 EAVESTE: `-LANE OF ,E BELOW, TOP OPENING IN Q 6x12 DF02 20-b LONG, FASCIA 2'-O A.F.F. OOF LINE OF ROOF BELOW RDOG FRAM I�lG NOTES:' • ,� NOTE: 24 10 �' 2 0 2 D 4 0 4-0 , BOT. ® 9 f Ya A.M.F. BOARD PER " PROJECT MANAGER: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS CONDITIONS LONG GUTTER ELEV. TYP r� / { �/ TONY SOPER U PRIOR TO CONSTRUCTION. ENTRY ROOF C.) REVISED BY: DATE: 2. ALL BEAMS I HEADERS TO BE 4x 10 DF*2 U.N.D. D ` 6'-O" 16'-0" 4'-O" 8'-O" 12'-D" 4'-D" TAS Q/25/TE 3. PROVIDE VENTED BLOCKING OVER SUPPORTS. �-' ""' A8 f / / 15 4 * / ' r I 4. SEARING WALLS ARE SHADED. .�.. / 5. WINDOW HEADERS 0 S'--O" ABOVE FINISHED FLOOR 0 MAIN FLOORCio 22'-O" / 12'-O" / Ib'-0" ,, U.N.O. WINDOW HEADERS ® 1-0" ABOVE FINISHED FLOOR 0 UPPER 2: ,��" FLOOR U.N.O. • / I >� 1 OA 6. ALL TRUSSES: Fiii ' " � � D Ilk * SHALL CARRY MANUFACTURER'S STAMP. RO 0 I "`" * SHALL BE INSTALLED I BRACED TO MANUFACTURERS SCALE: 1/4" = 1'-0" """"' "" WIF AS SPECIFICATIONS. Lai G �I^ r * SHALL HAVE DESIGN DETAILS I DRAWINGS ON SITE FOR I TRUSS NOTES: FRAMING INSPECTION. � M SCHEDULE �' 7asa&ena ter herders.more stud! or sup- ported ar ach end with ape«mate pck d edi a�m approved framing agebots ie "esaldasce with Table ALL HDLI7 DOWN DEVICES REQUIRED FOR. '� SHALL NOT SE FIELD ALTERED WITHOUT PRIOR BUILDING Rc>oz.�t:l a Rt;o¢-7�y.�rw!-a�t ataa.di>t�"t w DEPARTMENT APPROVAL OF ENGINEERS CALCULATIONS. PLAN VIEW DESCRIPTION each`ad°E the header shall be end oiled lo each etal at UP-LIFT FORCES IMPOSED ON T'Rk155E5 AND UFFER FL. 00R FLAN A& the.himderverthfour-16d bi(3.5inches xaiasit,td ). GIRDER TRU 5E5 ARE PROVIDED BY SCALE: 1/4" = I'-O" * TRUSS HANGERS SHALL BE SPECIFIED BY THE TRUSS ENGINEER. Tt,etn;eimam"�mu�orftt!lriusu.r.�itta,anr. O 1. ROOF EAVES THAT ARE WITHIN 5'-O" OF THE PROPERTY LINE TO - - - - - DROPPED BEAM DESIGNATED I,eadeirhellhel"sccordenoewithTs61■R6�7s. � HAVE FIRE-BLOCKING FROM THE WALL TOP PLATE TO THE ON FLOOR PLANS. TAKE IWOLTS tI*Ilruld1n�IeEaaFRr.cIl�Irralrstuos ALL ROOMS CONTAINING BATHING OR SPA UNDERSIDE OF THE ROOF SHEATHING, PER I.R.G. TABLE 8302.1(1) ----- AT ttolooF Aoalstsmosw DREAM apum THIS FORCE SHALL BE TRANSFER DOWN TO FACILITIES SHALL BE PROVIDED WITH A FOOTNOTE 'o'. __ DROPPED BEAM DESIGNATED Vie■"" M"`i.�le Imo' FOUNDATION. MECHANICAL VENTILATION SYSTEM Act S. ■ INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. ON FRAMING PLANS. <-1- 4' ,. 't ',` CONTROLLED BY DEHUMIDISTAT, TIMER OR 4 z SIMILAR MEANS OF AUTOMATIC CONTROL. Gt. INSTALL SHEAR WALLS /OR BLOCKING IN ROOF STRUCTURE g 3 2 CORNERSTONE DESIGNS BEFORE INSTALLING FINISH ROOFING. ////j/�/,//////�/� FLUSH AND TOP FLUSH BEAM l-. 5 j JOB NUMBER: 10. SEE SHEET Al FOR ADDITIONAL NOTES. DESIGNATED ON FRAMING PLANS. Ir r; + II. SEE SHEET A2 FOR ROOF VENTILATION CALCULATION(S). G ISO 116