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Beach Ave 1410 Renov Cook Res Ions s Ie A w E i NOTES _ � • � � � �o� �-ta. fee f Chris or loose E (1) It is intended that these drawings are prepared for a building that will conform to the (9) Footings are to bear on firm, level, -undisturbed natural soil r o d Y r v " " d the "Soutlirrrn Building material or upon soil compacted to a density of at least 95% of the standard proctor $ - g Q g�� latest edition of the Standard Building Code as copywritte by 1 g Code congress International Inc." maximum dry density (ASTM - D15577). `' El .�� a " 10 Concrete masonry units shall be ASTM - C90-75 hollow load bearing concrete masonry units, g-9-1 II �- v -1 (2) These drawings are prepared for a building that is classified by the Standard Rijild ing ( ) 1 rade N-1 normal weight. with a minimum compressive strength of 2000 PSI 8 �� Code" as follows: type 8 g P . - 1350 PSI �'� � F°'$ � g� A) By occupancy - Residential Group R-3 One Family Dwelling. ( ) B) By construction - Type VI. unprotected. Note: Building is to be located outside of a fire district. (11) All concrete shall have the following minimum compressive strength @ 28 days: Note: Building is to be unsprinklered. A) Slab on grade - 1V00 PSI B) Footings - 2500 PSI , (3) The maximum allowable height'and building area per the "Standard Building Code" is as follows: (12) Structural steel shapes, plates, etc. shall conform to-�I1S"I'M - A36, "fb"��. 24,000 PSI, A) Max. no. of stories (2) "E" - 29,000,000 PSI. B) Max. height - 40 feet .. 13 Wood floor joists, ceiling joists, rafters, beams and -headers shall have an extreme - • C) Max, fire area 7000 sq, ft. per floor ( ) < fiber stress in bending "fb" of 1`t00 PSI, with repetitive member use, and a modulus of V " low Pine KD 19 S4S siics. Z + ` . (4) The building contractor is responsible for compliance to the code regardless of any elasticity "E".of 1,600,000 PSI, {I.E. M2 or BTR Southern Yellow ) missing or incomplete details or notes. (14) If roof or floor trusses are used, the engineering and member sizes are determined by W X (5) The building.contractor and his subcontractors shall conform to any local .ordinances and and are the sole responsibility of the manufacturer. _ • shall yecif y all dimension,`, materials and conditions. and shall notify the designer of , j'�„� -r- r .r-r-; f-, $• .. . r x�, • enc es for to proceeding with his work. i} v�=�(�_Y E�� 4 s.�` ..: .=.�C- ,•,,)�. �,�,.� �.!C��= -�' � � t..� �•-� �, any discrep i Py P g �.� (6) These drawings are prepared .for design and structural reference only. The .,electrical floor p1aQ is intended Lo oa ,y suggest, locations for fixtures, outlets and switches. j.�• -C r j Electrical mechanical, luaobin$ and other buildings systems. if any, are to be designed, �`r.engineered and are the sole responsibility of others. \ (7) Noted dimensions take precidence over scaled dimensions. ~� Z (8) Subsurface 'soil conditions information was not available prior to preparing these drawings. �.4 bearin capacity. Contractor The foundation and footings are designed fora 2500 PSF soil 8 and report an discrepancies prior to placement of footings. shall verify p r - p P W }, S YMBOLS Notes: I. Contractor shall field verify existing dimensions, roof pitches and conditions before the Wa I 1 Section N o. start of any demolition or construction. Wall Sections t �'Dfrtction that Conrolled_•. Tot of Sc1•a, = o=o” A� s ee t i oa is taken Height 2. Contractor shall field verify existing structural,mechanical &electrical systems,for e_ e Sheet N o. on which adequacy& safety, systems shall be upgraded as required. n section is drawn v .. •y Fri Room -No. (see room ; 3. Contractor shall obtain all applicable permits and forms required to execute this project. A Cross-Section Letter Rooms finish schedule) .-a Ab , L seeeetion that Y 4. Contractor shall insure that all demolition construction & renovation complies with all C " Q section is taken .. y:. Cross-Sections applicable codes & regulations in effect at the time of permitting. 1 «.•� A Sheet No. on which Door No. section is drawn Doors Hardware group A8 ~ (see door schedule) 5. Contractor shall be responsible for the collection &disposal of all trash,demolished Z material,trimmings, refuse, etc. from the site. " 6. Contractors shall save & retain on site any material, equipment, or items desired by the ¢ Q . � Detail letter � Window No. owner. Details kI1 Sheet No.- on which Windows 'L C {see window � " K detail is drawn v ' s c h e d u 1 e l 7. New construction, trim, finishes,brick,etc. shall match existing. Any possible v W differences shall be brought to the attention of the owner before construction. Direction that r elevation i s taken Revision N o: 8. During demolition & new construction,any unaffected areas shall be adequately Elevations Elevation No. Points to item ' ►y Sheet H o. on which Revisions revised protected from weather, structural damage,or damage from new construction. } ' ._••/elevation is drawn (see revision chart on scale sheet) 9. Any electrical, plumbing, or HVAC lines to be abandoned shall be trimmed and capped. W 10. Any areas where new roof meets existing roof-and/or structure shall be adequately flashed and sealed. 11. Stucco control joints to be provided per Portland Cement Association &PSP R O V E p CITY OF ATLANTIC eMli recommendations. BUILDING OFFICE ABBRS_ ' C) . 12. Contractor to verify setbacks and location of structure prior to construction. R 2 19 F'' >� FTG - footing t i n - era 13. All wood in.contact with masonry, concrete or earth shall be pressure treated AFPROX approximate g- OP - operations & - and FOUND foundation o/ - over appropriately for the condition. GYP - sum OPT - optional @ at gypsum . BM - beam H N D'C P - handicapped P.R . - powder room 14. All interior and exterior floor tile shall have a non-slip finish. BLK - block HOT - height PSF - pounds per square foot ' k BD = board . HW - hut water 15. Contractor to ensure that all construction complies with NFPA Life Safety Codes and _ RECEI - in HDR header. PSI pounds per BLDG build P P g 1997 SBCC Requirements. ` BTR - better IN (") - inch square inch r MAR 1 1999 CLG - ceiling INCL - include PLY �WD _ plywood - centerline INFO - informaxion REQ D required ,',� > City of Atlantic c Beach d COL - columns ID - inside dimension RM - room BUIldIng and Zoning co •CONC, concrete INSUL - insulate RECEPT - receptionist CONT - continuo-us INT , - interior RES - residential `""' 0 COMM - commercial JT - joint R ' S - risers � C� CRS courses JETS - joists RD & SH - rod & shelf Q DL - dead load LT ' - light S - south DIAM -- diameter LL - live load SKY 'LT - - skylight DBL - double MAN - manager SH - shelf DN - down MAX - maximum SH ' S - shelves DWG - drawing MECH - mechanical STOR - st-orage. DIM - dimension MET - metal STL - steelRE - - AND ADDITIONS TO THE COOK RESIDENCE • ELEC - electric MIN - minimum SUSP - suspended �� ,;:��- EXP - :expansion MISC - miscellaneous T' S - treads EXT - exterior N - north (TYP) - typical CHECKED 1Y: FT ( ` ) - feet NTS - not to scale T&G - tonpur_ grove .FIN - finish NO - number W/ - with � - / - W without ��' FL floor OFF office /o a 1 0 B E A CH A VENUE A T L A N T I C BEACH D U V A C O U N T 'Y' FLORIDA 3 2 2 3 3 ` ' ���' � ��' r IS _ i G _ T u . f r t opening FLUOR - flo rescent OA - over-811 � r��G FT: ( ' ) - foot OHD overhead door Joe MUYBElt _ox _ _ 2,0 � $ 3 a u • g� W � • - 3 p41 � 2 E . _ 100 Dom__... _._-•------"--'.._ _ -- v. o C LL r t r I < Y � Lv C x I I big �•• i 4-- 1 N ryVA , n �. Ar t i• MONO •• L •• • • �• ' � tom'• �'1 ! � C� 0-4 C4 as ev,&4":.� qt 1 W , i oftw IN: CHEMO Ff.. ; " ,+�tG�, A.�/b 1•► /' ,f,G, = �. PIC" 1 0 F 7- -:. '•!='fie a!:"�'�..� w:°�"'•°'r•p-�;+.w� - � `Ty�"` r../.�'"!r.���,�� ... er•r.-' �'T. 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Q o 1) All exuvior,walls ire 2 x.�Acxe pt. kealrI? x 4'' 4� 1. icnrx ” = • rL I2 x 6_ 6„ 2-x.8.P= g1#., ~3.)•••The size.and gpantity-bf aff.' riot steps are. t r o be f end.detaftiAed by others. 4) AU.pi :aod­c�ii�n�;hei hts$re taken from the top of ho( slab bjock. _ aetiwN nr: t 5 'V the tw kich n. a it .la uCs:�d h `" N ti�,r ,. - ,��: r : -t• . "�itis ( ; ) Z i fY ... Y" "fY ._•, .: .. �t the detaits done by others,£" CMEQClO ^.Y: t b) All angl6s are•45°ur�less-othexv J'_$Z noted.Not . . .00 WALP If bidic�ates headers-& ams Indicat6� pWior :concentrate , iad.6a�r'�t:.. CI ) IndicategJAOM"clvelz tAft 6rjoP 4- irw U�� o 1z 40 wmww 0 F i^_Q ar^; - 'i+�;:4wj,�'�'_; `.",ir,���;n._ -. - ,� _-- _ _ ... ! y -.- • _ __ _�. - -. _ ._ - - - -+ - - .. - "• ` a --' j-•r •Y', 'a 4.,.. ..g, _, -- __. _ _ _ ._ _ - A - ._ -- ." _. T - - _ _ - 01 I am F,1 > 'y. I '•! \, :I erg- '')„ �: . + _, .. . 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' E I �a , + - - - i 1 I ` f I } r NOTES1'' t .. - 't' _ t 11 me- , 1 1 i , ! t' i 4 .101.a - 1/ `',' y� .41 t,,^ - t _ .. _ ; j 'R � l -% 11 i :,' , i -i i �' + DS i�r ! t �I r F : S le �' �+ r i t I 1 - j ! ,� w h .,�. h j i -* Il - -=-�-- c I , , i \ Att exferc©r val ls:aro �.�. eX t. . A�' . . f �' ' yi ?. .+ i 1 •,� c f • r + 1 1 1 i "� } 11 `!f r I .�s I t4 , I } 1 ; I c�pt as noted t . ' t j ;.. 11 1 _.L j ,; i . 1 , �', r•I 1 il r t ; i K� 2} A11 wail thicknexses a� �r�al 2�tc 4 ,r } F.' i /. .. ?L s ., • .-... --.- ..-.." _..._ "-t" _'_. - -- "'�'.G' j I f I a I - • r + ~!. a 4 t '} + t' i ...L. 1 } ` _ ...,._ .T[ .. ...L A K a oft•71!.,'ey .tw. a ir..+r- t - •,a.- I 11.7 �.. ;Nho prom `1 -. ( : 1. �• . , . � - a I = 3) The side ai;d quant}ty ; r S' s Ia Q •,` ` p1 I 0 'ti' U )g�. p/ } V '.7 r , t • { r I ;"' ! } v. a } �' •a IV t _ - Oi;:. �V �CV , Q ' 4 '� . 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N,r, :s Y , ,!, "L° •f - - MG 11 r' 4r 'd�r�.� T Itw•.'w •' •rd . ,�' t. v -t f' 'f I a '�" 3 '0 l .. { • `{ .A- }1w f a N y ` .0' *r a + ,r r *' w �s.t a. y i ' t' /� L •a �$ n' `1 ^ia• `w •a itA: a - -- - _ - A , v Q _ • _ ` y i. �a8 c E 'C yy Lo . . 8 7F C6d A Q g eow .� ' E > � �.a � �c. s2 ' ! O O,� E Irrj I ✓ G I G `/ i W w r Z X 7W x Q r Xv JA • � � it ' � , ._. � , � .I�� +� i { �V� .\ � i � � ( � � I , r► - ..... i � 1 1 V: ,,,, �, may + M.. _ • �L __- -� ' Z dM '140 - -- - -- -- - _i ► t ,was -- j 10 ;, d�.,[, v.` G4 �b�''�'. i / �s� }� T 6,q�:; �,' _ - x, ,�v Yom, waL b �iG►� ► ►=1 ►�X''ti y 1 z I Af AA 31 - ' _ . ' •, .. :- Y• 4a S. ,'T ..— _ _4,4 T♦ 1�1,;T!�y 1 ' , N V) LU jIr , loom Ai k I C. u r t s. WIN GRAY,. INC. I Q 1 f • - # � :. _ �,�ip! � - - - - --�� pit � h ��r "� � � � > NOTES: CHECKED BY: t - I 1) All exterior wall; are 2'x 4except as noted, to �� All wall thicknesses are nominal2 x 4 3 4.. e 1 ' 2x6=6" 20 = 8„ 3) The,size and quantity of all exterior steps are, � .�-�.- -- �_ ,,� �... �::: _._::_ =�: _ .._._��_ ___._ _ _ _ _ _____ + _ _� __ _. ___ --_.._. ___ to be field detemined by!ot�hen.: '"' r '' t ' 4) A � plate and ceiling hei�ttts l tkeo from i the-to of house sla 1bl � rD. "uwE" m ✓ S) Veri yr the itChen and Ys-pity layto,uts w'th . �� , . . •--,. --_-.---_. __.__._ the details done by othera.''i 6 All. les are 45 urtle athcnse noted � - aY - F•- *I:.v, -. - • " •, r d"�-• .E'•a i •' 4. r ��� � YE a .., -1 - - � �ff+ Q a B 2 Lt ` IE t 3 to 11'1'�i A < U llU. r W X '1 14 'la t t� "'y' 1 i ski h•' 1 r!JG� ���� ., • ' O11 DCSPW , 14Ad I L _ l '0z�+x to coj J, I Y. OC • i r z • r , ! — Q Q ._ --- _ _ - ------ _ FOUNDATION NOTES- v ? 1} The contractor shah be responsible for project safety i tt +1 under the requirements of Q.S.H.A. ! } 3 D 2) All work snail be in strict compliance with the w `� standard building code c(S•B.0-)and � O ! County building department. - } 3) Strip topsoi�, trees, stumps,rootsY etc. from all areas where construction will occur unless noted ; otherwise 4) %6le known utilities are shown, the contractor -. 1 , shall exercise caution With earthwork as unmarked �; •� • ` + utilities might be encountered. (•., . -- -�- • ! •- S) Ail utilities shall be located and clearly marked prior to any work. ; ' 6) Fill shall be firmly compacted,clean sand/clay material; free of roots, organic matter or other Ca . � 4t'fi► ! �' ) Fill shall be placed in 12" loose lifts,compacted to � . t 95%modified proctor densityat optimum moisture ~' content as determined by ASTM 0-1'557-method'tic' { f 1 8) Soil boring test should be performed by a Florida ' registered soil engineer within building footprint, ' same engineer should cortfitm excavation and *� 'engineered'.backfill required PSI concrete and, f-{ I�k►f�? 006. 40 verif footing design, same engineer shO uld approve . backfill for material make-up. p - - s 9�,.,.._. ., ) Soil engineer should Conduct six compaction tests to � +- • '9&V � � n � verify above requirements. t - �-- ' — •„ i l0) Interior bearing locationsshould be coordinated N { rJ with truss manufacture. i I �+ t ��/ �?_. -" s "- "• i l 1) Provide soil treatment and �caM barriers at all slabs C • 9 .. L o f P%4- il ' (interior) r +� MM- ' NOTES: c� 1) All exterior walls arc 2 x4 except as noted 2) All watt thicknesses are nominal 2 x 4, 4 i -~r ► 1 L– -� I '?-� _ 2x6=6" 2x8=8" `^ -- - .:- •.- 1--` `- # . :_ L--. a 3) The size and quantity of all exterior steps arc to be Meld determined by,others. 4 All late and ceiling heights are taken from. ;. ) P n8 the top of house slab(block- oa►tn+ or: ° - 5) Verify the kitchen and vanity.layouts with the details done by others. eacco IM 6) All angles are 45 unless otherwsse'noted. - �2.O � � •c. I oAYEt scuir I/J I 1r t • Cq Joe WUWW pap m-V' Pr'10 680 E 0 AL OF . I � . . . I . I , j - 11 --- _- If _ - ---- ------- - -- -_- - -- - - 1 1 yea _ -- - - - - _-- --_--• - - . ..w. p , . ,` t .i. ' .r V C C ,'r N p, .D 0 A b V .r . E2dML. Q . ' - n V C . 1. B,o .0 ve2b d ,. N , I ! 4�ba t �' r� opt y ,�i aD �y} t .0 0 4 0 14 1 A-9: I '. I . . . - T fo �)O C*-tkPIIo44( . " .. Q 0 a+ v-& c 3 . � . . a 4ME-.2g'eh�gc - M C /e •. G a G Q. ` . Etl Gc . 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"` E �.�.• ... 4-7 iS•1 9•t! 5•S iS- 11 1 7 14.1, 14.7 �7 .+."..♦ ---A%-•..w..+�r...•.n..r.' � � . � t ;��i • ' . � \ � ``QQ � _ �_ 1! ?P•t0 T2 S Ti•9 ta•9 2?7 J 22-70 T?•S ??•t0 2t. 7a•S �/•,(/,� -; - � ry' ; t '1 ? 1,Y lII , VA'L�rj �yy.j kd.J4 is ?0-0 20-4 te•t0 /4•a 21•a 21.1 20.9 20.4 20.9 19.11 t 20 4 ^... { + i T rr 2 a 12 4••� I p f J',r/ ht i,t� �,� ,tIt-1 v.�.,I g,e ,,I I.,1 J "` ., , ,,\ H.9 19-6 19d t7-? 17.2 11.10 t9•a 19.2 19•a le•9 •2 Q I �4 < ! + }✓ r 1, +! 'i+ fR A - !4, ,e-t 17.5 IS-S 11.10 t•! te•S te•t t1-9 to-t t7.S t7• ��f �1 It .if ej !". �I J /J� 1 _--r---._-.t. ,,,.- .--- u ( 1�' . ' \ , \ \\ I -sew•pins aM i+r{dM b♦vu i{a+UanQ or cam s./w•M�Ias1w amtwk N dei Iott nol ntorW H looms"br so MIMOM O«so0 d II w4ess Ow v `+. • (. } SI iy qT • f'- +; , f iAftf� Tj�j'�'"-r \ Leh k IeOeMC tWs-Serv{x Appf•C bide 4n p.rs Y{Dd(par+ps or tP+•h ba)DNyefon b kniMA b M epM1 In 1r2tq�Id•d by 760.a.0.a 1A0 4M k ¢ O '_ + J ! I %, , I J 1 %%N an M loud"ttr bed denten bI C,N,0 vs4u oHedn n t tS a 125.An�M1rN(-)ideNa"9Sted II Ms Own bM@d b 2a'•0•booed r,, ` 1 4' I ! y i!J 1 v' t \ i +, C. ' I or s.�+sbiey.etleta toutM d WI b,Ito dw how 9w 20 I by ivoted 21"W9eddes we NOT so 0I/hOnaQ r//�� U \\ C I 0 I ff �>I r\ , I li i 4" t� t�_ 11 !. t ' ` �I Opp, `+ .. � �\ i � I 1"JIt.It SM"�',:SONTHF0T PINEI01M.• F7T#K r.._,"I . . ,� 1� .- J �i�( . Iff + . 11 - - - - - Z I 1 1 it t I I ] � , / . . .91-4 I _ Q . m • ,t. - y, 1. i I NOTES; .. .. . . . o_ .'- . . ' 1 1)' All exterior walls dre 2 x�#�except as noted Q --4 - - ,.. L . __ ,./ lb.. - ()/ (� • " i . . . 2),: All wall thicknesses are nominol.2.x 4, 4 VI I L .QL11111 I) - 2x6 =6"� 2x8.Q8" _ _ 4 ;vti - - ) The'size and quantity of all exterior steps.are +t .I � y - t ... . - toa be'fie�d determined by others. .. OV - . I 6I d� ; . . ' . _ . r4") All plate.and ceiling heights are.ta�Cen from • . -� 0 �► t .,� woo �. - ►�.,. .�: -- - the top of house slab/block. F�� >), G' 'IIII �� �+; iiillllllltl�v� tom• !�� t� 5) Verify the ki'tchett-andvianity layouts with • ,� PI 4011 � _ _ _. _. _ / the defails done by others. .. a+cacca ear: , t ± /4cl . . ✓` - ; 6) A11'angles are 45 unless other�'vzse noted.' ' . 1 A if Jo � � r� .r 1 or►TEs �-t Ptd� 9 � Wt > fi 1. J \ _ _ .. ' Z Ito, �M . t . . F . " . /' > . • ►` "" " '' * ,' �. t _ _ sour, i t t r� I 1" - �c�►,4Gr ,� 1* II � 1*P s' � . , + . I1 40)�% .A /� 1 Q, _ .. ,I . �s `•rtr y, '~r ,- i,.i Y ♦ J + I ' I .... /� - -O . . . . . i., - { J `. a-)'t>�.I1% � ��' �"` -�Mlil J I . ..1 .y,.'!.i ice'R"_•,��*_Hyl.• 'r-r � ... I I .. . __ I . . . ­ , I , . _ I V , , i 1, ''� w;,�.' A tr// lndicatcs hieadets&beams_ "I Num" I 07 J y'sr I# A. y • '• • •. .. ..-+._+._-- -__. .._ _- .__ - .._ •X. l■/e►. . ' _ i° • ''. - I ' -; , �. L -�•- -'- _ _-_;.-Z., �.'�•,`_ r Indicates interior beating walls L - - 1:. :' . . 2 ., ' `" • •. - lA .._ _L - � ' I o•as is ind;cates concentrated load'-from• . , • - - • . ♦ • • . ' _ rafter ab6ve - • - " • , AI, . Y..: � + � , ' �.'_ ;' , . • 4 Indicates�ndividual:raf�er�or.joistr !!t ;� r,�i .,fir' .. I . - . LC . -.4 ,1'... - - _ •- " I i " _ I .,, ,• ♦ _ a , _ F . . --. I . . .�- I . I . I I I I I . . . . • � 1. .,ol - .- . , OF , I . . . . I . ______ ,;'.-, I _ ______ . . I I IIIIIIIIIIIIIIIIIIIImnwmmvm� _. ,- - -_!� .- -", --1 MI - I- __ __ - I - ­ A- ,--. _ 1- - - 1. _­ - - . .. % X 11-lowoomw . Il- . -1. ��, M-7 i- , - , - . . .. . . I 1: - .- �7 - . I '._, i I" -, - I - I ,_* - I _-� -_.."II L, ,_�:'�' ,� � . I , " I., + . - - __ �4 ���11:17 . . , ,�. . .� 4.• u _ II - I I" . . • - A _ -.a . �J.1. I - _.. . _ �w.�.• -'k' iyy`. .�i ,*,i _i A., '4"�R. '.�^- , , ') .. ,.i•. y!�•' � � 1�:Xi � 1} " 14 " I � , . +•,' '4 'f• - •. I 're �• v'fF r�7' ,, 1• ,Ftp rq�' ,+ /- (:. _ j ,�.,J I �1�jjjj7/n'J � °>'!e -�. �r'l ,111,.., ''..i• ,.r' II^ ... .'t.'.,:i.•,g..J�rYJ' .>k5 • ,•+vt` ., r. . , , 0 � 4, u....�,._ _ ..r . fir.. H' L •, y"•� '• A14 �! " C! A P C. C w C. A � t � f Uj t ' S N r Q R w L r z Uz 14+ -- I , b a CAI . J 1f CA .r y �� t 45 1Y' 4141 / r. - ( %' b(%.e► GOA .SOcLeui 00 Pall j V I00 q \. • 4 03 . PFr y � � ` n w+rw•w.aw..ww •ww...we+•wr+•.• w ,-r*.w• ..rz••r. l V 1!'7 } -�—' ' . „,+ ✓! _ '.)r . . :-_ ►� r `- ,1 �i y ,g r. M"' � (- (�L��`r Vii' 1 �•t' x r` 04 it z L) U :�f: �' �-t � % . ?" .�' °` � �` � #-fig--� :• - ' - y „ !' -' ...• sd. ,, - ,• `�� / a J , �. '. L�� u ► t'r•l'.- f v! J( � +'r � ...1 Ct •'1 yr y/_-'."'%`t rN`"� �' 1 i i `. �• ���l'V1 !�%�rt�� 11y C-` 4 !� �+ -�1. 1( +^s, �J�i',•1;�r, 'G1,,�,"i' � r��1 6' ' "'' ""*-& +fir �* L + ---- - ��1.��y'\ti,.`1\`- `i�„�\�• •'s.,�':,L`�.-Sl pita.� ...�`:\ilow '•;\�\.\.: •�`� `. ,=i ` ;'.; .•,` .♦ - ! •^•e• '��- { [ \ •- ;lyilr. , .^.""""" ''"" . ` . e.t4 '" ' 1••--� o 0 > 4 1 � 1 ._ �..� • '► - t r'� t r,�= NOTES: Q Z `-- t- �-{i, 1) All exterior walls tre 2 x+Ucep as noted AD wall thicknesses sta'riomiml.�x=4 2 x 6 =6"- 2'x.8.zm 811 ' of all c; o . x`24 _ uL� 3) The's4e*and.4uantity si ate _ _ :.� } t0 be field•determined byther . r: 4) All plate and ceiling hei saot1 from f` the top of house slab/block. - s o�uw� Jnr. Y Zt '61, c•tA S �' to + s.,��.,.,, ► � ��: � � 5 Verify t e timed Vani �a o�3�S with � �c ) h' -lvtche y r , - _ __ .�,..._ _-_--.� - -° - +i the details done by.o*(s(., CWCKED er: ` _o _.__-_ ___ -____.______ _-..___ ________ __ _ _ _. _ ___-_ ___ __ __ _ • vss �Ietr1►SC noted, 6) All an les are 45iun1e ni "Z jWx ,sof WWI&* � I. . • - - .. Z- 1 I {�� Meow Cru. # ,� - ( . . .� �. 1. �.• P� �• �// r•,� �.,,.�7 .�i� r rr ,'JI I ' ` = _ �, t�G?` 1nie�tes cc� N►,+udt?8x 'ty - • - , _. •• •••••+•••c+` ^'Y. , .• .. ,+t.,►l`: ..'`•-wt.'y i.i-.:.t.'1;�:.Y�,''� • Mi(s,'..'r.+'' •,iM -"L,t` , 2 At O00�4- F ' . . `oar a ao � .. n °1 to • �_ C $$ E wCvE2� c JI p+ +i.fDl w g � .� ; . U. z jj +27 X LL AIN i y "- ``' - � � a t•. � .` { r k. • .. ., «. - 1 � I fes. b X1,e, _ .. ( • l `` • '"' fin.. 'rhIv7 L �• (� . � N :71 +. 00 1 TC!,f� C"a�- fi�-..� :� rn T Le 1. -ole r L �..� C- •a ►� ;�.��w •;� y Q • � , � `,.s .. �.tea a '.O C ►-4 i..... .• . 4; •fir�r 1 � CN U A T`f � cam^ W T-01 IF0 Toe PCA • (2) OOFT .. O03 "T L /t � Vii/ W7 • �r' J. r t d, [A \ , �-00000i 03Q �) _ 7 ( NOTES: I) All exterior.walls are x�{excel noted Q 2) All wall thicknesses are WlOM42 x.4•w4 ( 2x6 6" 2x8 =8" . . d 3) The size and quantity of all exleri4r steps-are- 0 .� to-b6 field.determined by yrs. -- =w- - -- - - --•�=�- - — � - 4) A11 plate and ceiling highly are take n•from Q c� ( the top of house slab/btock. 5) Verify the kitchen and vanity layouts with ' { the details done by others. o ,t i i ! 6), All angles are 45°unless othervviss•noted. Indicates headers bras Indicates 2nterior Eo� a Indicates concentrated load froth 1 f' rafter above DATA E t �Z Oro Indicates individual rater+6r j'oist WALL • - v• CAIS. J08 HUMKN ,k • STA F NOW 0 F t 6 M • O -E.Q AO 'p UZ .. r - 1 W Z ( ' IId t • &1,4w � • _ �---- r-- CL I � "r. 42 11 t \ ►1 C/) Ott °O t � k F c A y Li l F Ow•w1U C X Mo:No Funmt PAQM Otvno.Mc sur ln•Itfe Aym fienaf6 As,16AwmA ll:e tP2c;q •ir1�f e a ' • .K111 ..... L •11.w/6...w 1111610.wn...w few itt010t owfta tl 1•"11 N• 11! N 1 11661• ttWAA P".1w 1QW-tA ■m • i•N Q 10-3 10•0 1 0.10 -6- 10.7 0-5 10a We 19•3 .10 1" r � ,...i. • ,�7 ,y�/y+ 2 R 1 /1 6-4 6.1 9.11 1.1 0-f 0-4 1-1 0-4 s•tt t•t ~ • i M - - _ •- e-12 rl" Ox� � e 19.2 0.0 f-1 9•5 4.5 t•, 0•1 t•0 0•1 t•3 t•E M V J .A • 24 e•/ •-e ' ?-1 6-9 a-e '.•a , t•t 7.10 t-o I�Il� ��i/i�J �� Vy,✓• t2 16-1 1S.f 16-f 11-0 16-1 16-• 1f- •16.0 14141 9ts•0 10.1 U h 2 6 t /• •••7 ,•-. 13.6 ts•$ 16.2 14-11 14.9 1a f1-7 1a.1 L-1 W .' D� !_ ��Yh r► t6.2 ,S•f 1f•f 12.7 14 14•2 /a.p 15-6 JX-6 13-0 q•i qi cht ~ �"• • ' + 644, y- -`1. f^ (44A� 1• 12.1 12-6 11.0 e 1 ,2•a 17-0 tt-9 12� 1=•1 /t•2 1!•6 J`/L (f 1�1•'- 1 12 21.2 20.10 20.1 ,5 a 21-It_ 21-7 V 20.10 rV1.2 70.-6 20.10 C1f 19-2 15-11 17.2 13-7 10.11 10.7 13 /0.11 1 11-6 ,tf-,101 . I 2&B -11.2 16-7 17-9 1s-10 12•t 16-9 1e-5 11.2 t1-0 10.2 If•s /7.f 1'�i► !a 16.10 15.10 14•2 10.10 17-S I1 16.10 10-1 to-44 N ! 111.6 tf 26.0 26.0' 27.11 10.1 20.0• 0' 26.0' 00.0' 16-0' 00 t 1f 24.7 27.1 20.0 1 10-0 2S•6 PS-0 24.7 14•1 86.7 'tt t 01•t t 1 , 2210 •10 16.2 22.2 t,., 0.11 11-4 194-1 -7 22 ?3.t =t-t ti•t �f.! 21.6 11.10. 16•11 /t•te to t1•ro !1•e 111 t+a 20-e t/• r V vv `/� • ' �, , .1 Thes1 wf/s we wro/e b w ritlosM P•Y11yiM d�•rn h a.Pi11yr1 bbiMMM n wit a011 rN•Ic61A 1f 0 lobe 4 106140 MITI so,."MP"d b.M w wl ro"P OM pa Mw 60 wo b*Dow~f w""10 h low M 4 i�4has 0. 0•y M.t.0 we W Y � O hQ 0�h%v"a wev tow low&Poo 11116/Co,0 1.0 vwr 61 011,0.1 16«125 M 061Mn.f•)•daft 00 Mbf 6061%a 6661110610A`20.4'6YM r~T•y F; (110 eh w1t01in1 el+ea tovat ar t1,fPly b tn+b« tNn 1C b Mb6lpwen 6w tt•�10rrt..O k/•6erbd O M&PNI M SM vi:Sn1/7N11RV P1.E 1047% RArTW. f•�.�1 j to Plf, C-13 . �f� t b �,�/,r ,� n� 1�� sem► � - � �-�� � � �+Gr�, � Ali �� • � Q .. _ , ` %►!1�/b�� ,o�,E �oP o dol 44,�Z 004It NOTES- Q Q 11 + ( 1) All exterior walls are 2 x-4 except as noted Q 0 �.+w _ 2) All wall thicknesses are nominal-2 x4.=4 V)l} ,� 0 • Z�� 61 �:'o�;'g o'C� . f I 2x6 = 6" 2x8 =8" ' Z Q �j-o yL' (-fa t j�a 60ArTj1, • 3) The size and quantity of all exteri&steps are to be field determined by others.. �--• 4) All plate and ceiling heights are taken from f' the top of house slab/block. t. S) Verify the kitchen and vanity layouts with .� the details done by others. �:�yL�� :;,� � � ✓� Cly ���.���� ,_; 1 _ f � 6) All ankles-are 45 unless other-wise--noted. � 1 f , Indicates headers&beams t � P s�-f a e. la+ r 60k- � /-° Indicates interior bearing walls.. 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IA Ci Cods r ; ,• ze-v Za•o 25.7 ; t!•• 7s•u n o 1 rl{'v t ?G-0 76.0 ~i�.0• ^a-a 17911.7 Vtt+ti+atlu"ofAitic Spate ' :s•o 70•o ts•a , t�.a `?a.o' ; o' rB-o'--`s o is a' o 1709.7.1 For jabkd cots Lt,I;lafiot) :hag be prtt►.ide � _14 ts•o• ill�, zo ,s't! - a ,w.e• `"-_ i S' ,-� - rr'► (/1 'ifntah'ams vcatil*iQw of caeh agwAe attic Mwa Mch wI Ilrow*d G ' ' ♦ _ _ _T .,�.. TMN>i w ata•Ua1te00 M••a w ptaoNp wt.c,wa.a.+t•+a if a r.♦rsiwa co.l♦nl n•s.Ows.or @.Coq 1t powso+ta'mm=r r N 004 Nt 5 A vCnls. Art vents ahaY t+e,Ivrtlerled b • , t ,l ,�� ( 't1\ +We d t oaJW WO-Sawa.ApobA 06%.n r,"n s0 koffl a p«sau•+pd1 Oamfcta+a�rwa Be V*uvn •+c�t1 A sae M 0 1+0.d to PrSNat IIcC t oL Ow fr a o!Meta bt }{y 11 aMa M M bW/wY N lwf*,nW,r ctoR Co t o vw11 1no../f 1 t5 d 1 7S��I ru 1.1 rears"►s[.d hY11.. 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