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1729 E Park Terr 2011 - Plans REVISIONS BY V r2, E�� M a—1 4. � o o U r� ,=D C NTM • TGx�'_ S`ri`� p STUCco NA,& LL f---, C© LP, C-0&T` p FI tl (5t4 >_x 61 Cz, 2oFtLE , pNNo�IzE_�:> &LUM . ►���.t-a� L7 /� 12`l � Dl La. . C=( l�E lz, C h`� �T' (moo !1.1 ("l f� . ���, .,•'\ ;` � ] Y G " CadBens � r'� . / -. ^ moo: 9g ;;rLi •�. • .- ' LOGS-+ `.i='P , Ni to� ro; e .: F_X �- 67 o��a` I N S P S f= v�o tizt lG, - � yy i!! Notes: .. C L CGT 12. 1 C, 11-I—.- ---� .0 �i t= 'N-z• � v. J 1. Field verify existing dimensions and conditions before the start of any I ICV.t�UPL�X outLET ..__ / tG,IT - Z 1N1 NJ CEILt tA(-% FAN ri 1_16 VAT �, I --- - S TC 5 dcnu�lition or construction. (Il* Ito V. DU PLt-X OUTLET v j _. ''tiff �� 1- SV4ITCHED OUTLET ..`_ �( 1 2. Field verify existing structural,mechanical, and electrical systems for if adequacy and safety;systems shall be upgraded as required. t l o Y. G R Q u N D ED C17 M PU T E �- - --"1 F Lo U R E5 C E f 1T U Ft 14 T I OUTLET. 1- sV,1 I T CH 3. Obtain all applicable permits and forms required to execute this project P EAT H ER.P M OO F OUTLET p Ci.Ir W 1 R 5 F U T U R.C C L(1 l PWGF 4.All demolition,construction,and renovation complies with all applicable Q J UKCT1oN 150)< _ codes and regulations in effect at the time of pe witting. - G ! d.A( 110Y IPUPLE.X G17,oUND F&IJ T S. New construction, trim, finishes, stucco, etc. shall urafch existing C,FI INTEti,L1PTER-t• _ J materials. Any sible difference shall be brou t to the attention of We owner before construction. � 0 x.20 V. OUTL.E-f" ' -�- CEIUNG MDUN'r LIGHT FIXTURE 6. During demolition and new construction,any unaffected areas shall be vye,I_t_ MOUNT LI Cil-I T FIXTU CI,E adequately protected from weather,structural dvnm age,or damage from new corutruction. LIGHT t=IXTUVE 0 7. Any electrical or HVAC lines to be abandoned shall be trimmed and F,�ESE-ED E`(EeALL I.IC,HT _ �+ capped. t.t3. - N F l XT t.I Q.G M o Qe PUSH 5UTTot4 — 1+- c?• S. All areas where new roof meets existing roof and/or structure shall be ':� C c 17 tin v^ .0 u C4 1- adequately flashed and sealed. LI CiHT SAN IT(:A �� n o .1 c b Z W LY I-i o s c 0 O t4 3 wAY U6,NT SWITCH v F' o u Ilo- TELEPHONE OUTLET. n ' c -nmLL Ot- TELE. COMPL1-MtZ, MODEM M © . Ex4AU5T FAN DRAWN -{� 1rXHAU57 �AN1 LIC,NT �4->ti�Z COM E51NhT10 t-1 CHECKED Q®51 VAPoP, pt�ooF RECESSED V.P• I-Ic,HT r-m-ruR.0 DATE FEE),,- .4 �'ZZb h PaC7R, t3EL►- CHIMES_... _.__ .- __. ..._. SCALE DOU6LE t=LooDU C,HTS JOB N0. CEILINC�1 FAN ?��- 2 ITav SHEET OF SHEETS I. REVISIONS BY tis` .C) to Q o LL 7 J ri : 2 o � �- � 38 -Z IIJ mo ct IvEj E��� � 8 a.. U- i i{ t L Zlu tj ILI = -{ - - z -�--, 1 _ t,Is 10 - - -------- - -- ---,--�--t R I -Z ' Q7_ J 71 • N 13 0 co m) 0- CC N .I n • t t-1— .A > Wq, 1 ' a GCN041 T; i ( __! i N L a DRAWN I _ \TZ, CHECKED j ? u_1 I +i� DATE JOB NO. TJ . SHEET ,~ OF SHEETS ����•_ ��Q�� REVISIONS BY 1. It is the intent of the Engineer that this work be in conformance with _______.___�._-.�.___-.___._._.__�_ all requirements or the authorities having jurisdiction over t is t--a of construction and occupancy. All Contractors shall do their work in ___._ �•�� ��� -•�-"�•-"�'�_•µ.__�••'-��`__`_..._-.__.,.,_,._,_,_w__._..,.,..._.__._.._,,..,__�,.._�_,_._..,__.___...._.__.._._...._._.__ I I conformance with all applicable codes and regulations. t o 2, The Contractor shall verify all conditions and dimensions at the job z oZo s t ; site prior to commencing work. a_- W O<� I i I O N dl� ZC3Z - F'175 W } ? 3• Contractor shall supply, locate and build into the work all sects, n o o_ N W o © o J �, '� N 4' anchors. angles, plates, openings, sleeves, hangers, slab dep sions, o Ln z o ? W o r[.i o tv I and pitches as may be required to perform and accommodate othe rk. t ��' < �� N V�� `� Z 3 j-l� Z J� 0 2 N U �Cz lnC0 0= Z W z CC ?-N Uz U� ! ) 4. These documents, as instruments of service are the property `of the W L =Z W U¢ r w o o C, ! ti Engineer and say not be used or reproduced without expressed ►ritten >a N U� 41 5 �; mwo w>> o c� C consent of the Engineer. _ p M � W Z L z N o j "'`-! CC�� � J o Z O N O J 2 U W U w J U 5 00� KpLi La w U5 WC ,� a` m`` I TJ _(' ).- 5. All details and sections shown on the drawings are intend d to be N m m E ; r,c, W o N N z ; Lx typicdl and shall be construed to apply to any similar i uation w o _ '''a w ¢� s ' v;a W w~ 99 J h- ZMp O C M CZ w Z O� TU ? i i V elselwhbre in the work except where a different detail is shown , [ U,,, N 3 cc0, a m �,,,; z 5 v_, i ! `T t ( tr0 ¢ m wp o o ©a 6. It is the Contractor's sole responsibility 1 ity to determine erection n o m © X V o w`' w o m G LJ�; r; l = S v mz moo.. ooWu� c� - aC = ©S N o << U. i1 J .Y- d procedure and sequence to insure the safety of the building 6d its 5 o c _3 O o , o N -i c C mC) o _ ` _ ! �3 - - component parts during erection `" "'o tn o o `" < s z a N o ':J ;� i I ^__ L 3 $ ' 25 CIE �- 9 w GO 1 v LrW Z.� i cnW vU� C2U U ` ` e Z UN2 O N m T U U Z U Z . f �`o�o Nav=i< ¢ O<r' cz (" vim U Zoe <0 1 ) �� y S= . �X 7. All structural openings around or affected by mechanical, el itrical, x x o o a .. 0 s U C C o ( ', " Vi w }`• Z�Z o =U ww m� Ut UNC1 =o �} Lam. i!.� .L.J �' ` and plumbing equipment shall be verified with equipment trchased E�r"W Pz o o W n wo wwZ o FN W o Com < JW p 2 `c t: ,N Nca '�-4 L'~ before proceeding with structural work affected. _� v co o o W a a o ©� 4 m z o �, W N 1, J . 20 _�- aN WcM, �U �'' >� � >o0�d In x'S O v ` = ` E E 9 E Subsurface soil condition inFormattian is not muni lable.Fanndat ns were ¢ z a o _ " o b z o z "Q ti �- I ' © f��. k 6. Subsur U O C o �� 0 1 C '�--u .6 p p N C p U Z O U C ^p desigased for 2000 ps£ soil bearing capacity. Contractor shall port w J �+ ° �"_ �o; _ Uca m < ¢W�� W� >z I— J D. any differing conditions to the engineer prior prior to commenc' g work. z J -- I 22E.° EEnoe a O 5zi,7 w a�ti� wcv N`o �� <WN m '• =-a¢ �, no± gF .`bwFc acro �W<X Cis o<k' cC,� �3 Naz �L�L, }}) © ''� I R �D �S e o o� It <C Q �^ p O Z mN Nw U._T_ (� ham(" `n 4..: t •^ U NOW �--IJ� ....Q ZOW U(NjO CZW ct�FJ O[r0 `�Z H '1�'1 � hr I I . ti✓ n �+{ '� C ft /a •� � r� n. w t" USO U ffU Z t-,_g -> tL w 1►•� J li r ^ '1Y �✓ i E 2g 1- N O [] Z N(1: C� Z3 N 2{= Z U U< Z U /� _ `J o s 11S~� � w UW � < JO on Ov�i� o� �w o= ��'� 0 9 U(� f t �{�(} `1 u yea = ° Eo3` I U JC C, <v v z W wwi" C �� W7w Jom s0 I ? 1 (� 11- ' i > n o E-M J } 73 � 1 0 0 T O r.0 OOO pl-Ja C< <�O f-• UO pC <UO <�O __ �+• J U U N i7 ^7 to O { '�V 2 J 1='Z a� 5.- o aS. 0; r % Cn f III7 d .32a<a'.$< E IL `7( � _ice i i lu 94 tQ 1-4 3X W � i ���L� w � ZA 'to � o s I �� LL 04 H t ` } • O 0 , �1�( a- N r ' \9 '41 ��- 44 / to U Q- �' 4 J0 .1 tf L)J °.� it3 0 i 1 U o L) 1" .�, i �3 `�I �SLr 1 Q w vii x ! �v N o $ `2 .c. • , fl -' j • d Qa``✓ Z 1+ 1` In G vUi c c�i N zx aHH 1 � U „ u � mcN1 'U a r• , I.� Q ' .L r ) -2 o W I O t c N w ! L c U- '04 rHa E-4 IN �• a' i — _ `aq o4 ra to a 00 t E.E. to J; o � DRAWN rA 1 c . it 3@ 1 H — W Z M E•+ Q M A,w t =1 11= q � p Np W aW w 0 I CHECKED m q W W E+ 4-1 f1�1=1ti \Q-- WgHHa DATE t� o o d a '-� (4 z H Q O E4 Z l Cha '� a-LC a E4 H WW x I CALE _.._ rol Ix .-} b @ a @ O ,i r.. �, a ry } 4+ b v 1 11 pz H 00 z W10 .•x 3 o z O z H JOB NO, m I E+ UO W NJ.@ 1 ! ,S I l rrr►�i; mac..."' _ , -Fr% 15,7�/ fO .,� SHEE PM mmmmmmmmme�' %4 OF SHEETS ���� _ 911 - • REVISIONS BY fj �} �� Lid Gln ��� --i U� `� •-- � I /` t1j r' p tt11 ; v tin �j CIO 73 ja ��� IJ 15 ! ' I ! l ^1 J _ � � CCN IJ LL ' .�`' 4'17,.,1 Z•1 aCZ . . _ . . _. - . -� u r ^ 1 co ki � ' a �? YEA� �Vc Tl° �7�� (°i -1 . � i`x arm; { � DRAWN CHECKED A i D TE �©©,==• SCa� P5 JOB NO. ____.___-_ ___�_ ._ ___ __. _..__..___._a __w _._....,__. __-_ __ ____._.____.. w"_____._..__ .- __..._. _-__ -._._._._..,._._._.___.w___.__.�___ ':__ _ __ i ~��S J. Ga��•., SHEET . 1 OF SHEETS Maximum REVISIONS BY spans given in leer and inches x{o — I t SOUTHERN PINE SPAN TABLES Inside ro inside of bearings 0 I6 Cn4rZ,.P> IZ Er1�11��L E .— �t%� LIGHT ROOFING; DRYWALL CEILING; SNOW LOAD V III (� Ct11, LF,. Size Spacing Grade S 1!yi P w"1 4 v v-,R 13t_P C-7 I=G c..—T" a �! .-71 ) , r z _ >� inches inches Visually Graded Machine Stress Rated(MSR) Machine Evaluated Lumber(MEL) .p � an center Select + L-r- T� Structural No.1 No.2 I1o.3 2400r-2.0E 2250f-1.9E 21001-1.BE 19501.1.7E M-23 M-19 M•14 o NI L,7%, - r 14 r'` S 1 ftAp s s1,1• 12 16-1 15-9 15-6 12-11 1678 16-4 16-1 15-9 16-1 15-6 15-9 Z>C4 S?'jP 2 X 6 16 14-7 14-4 14-1 11-2 15-2 14-11 14-7 14-4 14-7 14-1 14-4 1C-1 _-- 19.2 13-9 13-6 13-2 10-2 14-3 14-0 13-9 13-6 13-9 13-3 13-6 VIN Y1. q � Lx{• �JL l= 24 12-9 12-6 11-9 9-2 13-3 13-0 12-9 12-6 12-9 12-3 12-6 12 21-2 20-10 20-5 16-5 21-11 21-7 21-2 20-10 21-2 20-5 20-10 16 19-3 18-11 18-6 14-3 19-11 19-7 19-3 18-11 19-3 18-6 18-11 :« 2x8 ` C .• x /-T-\)It�Jl , i 19.2 18-2 17-9 17-0 13-0 18-9 18-5 18-2 17-9 18-2 17-5 17-9 _�i�, `t..v+ -�' vCNEt"�" ��� ���I ! 24 16-10 16-6 15-3 11-8 17-5 1 17-2 1 16-10 16-6 116-10 16-2 16-6 (J 12 26-0• 26-0• 25-8 19-5 26-0• 26-0• 26-0• 26-0• 26-0• 26-0 26-0• 16 24-7 24-1 22-3 16-10 25-5 25-0 24-7 24-1 24-7 23-8 24-1 t-' \P 4. '_•C Y7_ r 4 t 2 X 1! y r4 O o 4 I L 1 19.2 23-2 22-7 20-4 15-4 23-11 23-7 23-2 22-8 23-2 22-3 22-8 g R o T 3 R 24 21-6 20-3 18-2 13-9 22-3 21-10 21-6 21-1 26 20-8 2 s C . 1- 1-1 2 s o t i 12 26-0• 26-0• 26-0• 23-1 26-0• 26-0•• 2s-o• 26-0• 1 26-0• 26-0• 26-0• - ( 16 26-0• 26-0• 26-0• 20-0 26-0• 26-0• 26-0• 26-0• 26-0 26-0• 26-0• -2 Z S ;X 9 -- 005 t 2 X 1 2 19.2 26-0• 26-0• 23-10 18-3 26-0• 26-0• 26-0• 26-0• 26-0• 26-0• 26-0• 2 g E 24 26-0• 24-1 21-3 16-4 26-0• 26-0• 26-0• 25-7 26-0• 25-1 25-7 1/ + I s 15.2 g : fi �Q I j [ WOOD FRAMING 5) CONTRACTOR SHALL PROVIDE ALL FASTENING.DEVICES NECESSARY AND SUITED FDR E•1CH o "y g E c° e e 1) ALL WOOD' FRAMING SHALL BE SOUTHERN YELLOW PINE, 2 GRADE, FAERLG�'_D =N0 INSTALLED APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL.DE HOT-DIPPED GALV9412ED TO ASTM _. o g 2X. ' A-153-80. o-C h j PER AITC AND TPI AND NATION.'.! DESIGN SPECIFICATIONS FOR WOOD CONSTnUCT•ON. t3 ; Y Y o M i! II 5a i 6) ALL METAL CONNECTIONS .�I:J F,13R:C.ATIONS SNA!.L COMPLY WITH ALS.C. SPECIFICATIONS. E r i 1 2) ALL STRUCTURAL. WOOD MEMEERS SHALL RAI," TiiE FOLLC-NING MIN. CES;GN ,�L _S: MOISTURE � o T 1t FASTENING SUBJECT TO 6 0 STL'r,_ SHALL DE HOT-DIPPED GALVANIZED TO ASTM A-153-80. ,� e r w� i<•�» � 1 ' J SATIN LUMBER U%I. VENEER LVM_S:_i; o o„S:G +. E o I� j E s l - = 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. " a ' r } = Fb 1200 PSI Fb 2,500 Psi 1 Fv 90 PSI Fv = 285 PSI : 3 I Fcl = 565 PSI Fc1 = 880 PSI 8) GRADE OF LUMBER TO BE USED FOR TIIL FABRICATION OF STUD '!r•i_LS ht4Y BE SPF #'2 —���p 0���� e Fc = 1,450 PSI Fc = 2,900 PSI INSTEAD OF SYP �Z. E = 1,600,000 PSI E = 2.000,000 PSI t �k► 4 c•_�T,Sc,X11: ExIST"lq 1'�t?tG(�l ILL N ! ` 3) PAN ROOF & W L SHEATHING THE SHALLD E 7/1S. ORIENTAL STRAND BOARDS (OSS) CR BETTER, _ T_ 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. I /Z v i L S ' } S e S1 Nle T I1: S P �� • Z x� �"Tl'�oN�� h.vh . ( Z) Zx�} -T © � P ' �__ Y, l� I 0 6-1 E r L.T.--�--__ fz,11 r--T L~ V, S 0 z4 W tTH x4 �-rtJt� s E, z e Zx I o ATEC�,s _2g 1� o, c � • • �IC�E�,Cal1�5�� SNINc-,L�S DVEl2,. _ . _ N �,;��", � __._•_._._-_._ _..__.---------____ __ -_ - N<� - - � 1-�-� Ito, ,� ' ' • ' — _ _ Iii 1�1=T E= CZ,� o e T"C-7 T��r g U t I: j� (-Ua 13_LD c-�.. F E►-T oN -1��2 �,.�- `t- r N 1-1 U LIF Ulf PROFI Le y: = �'` 11 ' Zai' s Exi s-r�c; rL,d� -r-r�0s� FruLr� t tii<-,F-���;'�= ZX C , tL — \ Z� .ZX12 �.�.•,b M � Q U3 i _ I i Lsi 3(a r' 'S1 ft sotf`r ev-reA.P C1__ Ij EXI ST'<7 ZX 4 5Tv PY-II�1-l. -� IIDP,tC� 96S_T. T 'C� 1312,1 r J I _ E o cNo r I '' 11 ry V }' (71 , �-•V to .x I - 7-4. HIati� i?:;.I 1 Gv lz-AI:E-w(lLL DRAWN CHECKED ..SIMf,�,U¢) r j DATE / x 1 �moi.�-•I �:�,•'-'r• I SCALE Ir } JOB N/�Oct x t Z M o_[4 L. l7 NI c etc i F T , i �-�I ST 7 �7 Nit 4,--j J (^,,,,t, W►TI-i �- H = j oc� -T"t fi� C� , j�J` t`'°� � SHEET - 17, T cT o t4 Y2- t -� =0F SHEETS �p gYi K&r-10115E 7-72 sicu .. �. 62 3`' 3' 3" 19' 3" 14' 9 25' 0„ w o W - _ V) - _ -Ji 1zz _ ON G. FOR 16' 0/H DR _ m APPROVED ural mm' e o — ' . ................ c � LL) o ..... ... ................ -i —� o o 0 DATE:. .... .. ........... _ Y — ....�. .. .... .. .�...., U N O t.fl m 22 6m r Z c() oC p 4' CONC. SLAB W/6X6 W.M. N ON GR. — —T t E-N— — — — — d 9 — -- -- N' _11 Lu N J� �� 4 CONC, SLAB _� 4 cuae - -- W/6X6 W. M, of ON GR. � ) (W' r > M _ 1 LLL > N 4' BR'K.& 8'CONC. BL'K. 00, ON BX20 CONC. FTG. i ZYN � �• W/2--A4 RODS CONT. J o w a a o � ._, 0 (nnz _ (n� 0 — (n UD O Y N _ �- _ I ) w Q rn .� ! o - u7 0 L J (13 o m ; 8X16 BEARING FTG, -cv - W/2--*'4 RODS CONT. cv 12. 0„ 12 ' 5'� 131 S I i� I I„ • f- 12 6 ui0 0 4'CONC. SLAB _ - W/-910 6X6 W.M. c� ON VAPOR BARRIER OVER CLEAN SAND N 4' CONC. SLAB _ FILL r. W/6XG W.M. ON GR. � 0 w o0c 25' 0" 1 12' 3//1 25'0" o 6 2' 3 N FOUNDATION' PLAN o KAE 109153 7-72 91637• MMMMMMAMt lL O • - -- 22` 6" --- - - - 39' 9 � W 31 311 --- - -- W in C\J i 2 2XI2 & 3/8X 11 1 /2 'FL PLT OVER 16' 0 H DRI APPROVED chi ral Con of Co ml tt I o A. C. 2210 SQ, FT,.. GARAGE GARASTOR. 492 SQ. FT. •••• .... .. / o o PATI 0 13 2 S Q. F T, •••• • .... i z CL D — 1 2X10 C.J. 16, C. V) � ENT RY 108 SQ . FTOATE .•.... .. U O m f /22 r 6" 14 91 -- - 5� 0 --- --- --- 3333-- _ . - °° Cf)- - - - - --.__.. -- - -- -- - --- -- --- - - 3333 ----� 2 � -Oi2� 3.. 2, i N, 20IOS H _Q4 5 H rr) 77 (�• i1 qp N - G9j1 3 10 - -- 11 , 111 -- — - '9 s O � � � -- - I w { �! IATTIC r. ,r I Q� i i ( Ql 6 ;– 4 10 --- 16 5 - - o 8---- ACCESS PATIO _ f ' ! co' 0 BED ROOM I = 228 K P c _ Lu _ 7 0 � w P _`-' o LO io �H LINE > M N 0 � — v N LU L N S E� S L. G L,D R. R.&S H. 2 4 C� - - - - 3 w - 3333 U) o 53 I w N z � 0LL =0 5 _O Q � =917 I - - ¢U w j m — Y .....I � w � �- BREAKFAST `° _� _ � � L- -J 1 � o � z R.�S H. - �! AREA - J N ;s2 N LO _ I 0 - i ; , BED ROOM 21 � wo o O 5353 v W n r �i Ji r. I r ►i 10 �' // j 3 0 i 2 2 2 2 = 1J _ _I -# 7 11 4 0 12 6 � L� _. - - -– _ m - ° I % % _ O - m a / d T _ _ FAMILY ROOM W 6 o o d- �I _ 3 I I C E �i 1 w Z 6 i 2 C.J. 161'C. N =0 4 w� LINE =cn S m � - I 0 CO 3 - = o f 2 i - � 4- s �' " o �� o �1 6 3 26 S 30 co �, _ K 1 TC E N �, LD o - I X . 2 = '`' ANGE I ' O N i - - - _� —i � HOOD 6 z � 1n R,bS H. - 6 I Q LU O I I R,d�S H. w R.&S, H.d- a S/R O,PG. — 3333 — z — - - --- =3tt 5s - LIVING ROOM FOYER rR.�' 0 6 6 0 2d 3 2 3 SIDE UGHT �, ►r rr r r rr DININGkOOM 0 0 A. 3 0! -- 5 5 --, - 6 3 6 i 10 - --7 2 - 1 2X 6 C. J. 1 C. — Z X 6 C., . 16 C. i 60s/ R OPG, r� COVERED co Ln _�' _ ` . -0- o O. EN TRY M. i - - —{ M BED ROOM 4 13E ROOM 3 I 12 ► 0139 Oli � , 4 1 4 0 41 2" i 12` 6 12' 6 � i i Z OLl -- Ir Admwkl SEE IELEV , r1 , ��SEE ELEV, I SEE ELEV, , „SEE ,ECFV, r l p 6 0 6 -6 -- i i ---- 6 G 3 f, o { ¢ 25� 0 --� 12' 3 � 25r Orr � - -- 6 2 -- 3333 - FLOOR PLAN- o 1, K191E 102155 7-72 51633- L . o w _ w is 1 u 1 j 6 .0 5 9 91 9 5 9 5 0 4 6 3 0 . 1 0 1. chi tura) @@ z l a RE F . HOOD - - EEJ - - I i J I . . .. . . CL SP, RANGE ° ° o o� a o o . S INK _ ••� DI 71 z L i J _j QQ Q wco OW J KITCHEN ELEVATIONS VAN IT IES cv =0 OD II N w d' --- 12 w J F- COMP, SH, WD. SDG. --14 �CID COMP. SH. VD, FASCIA SOFFIT — " BRICK ---- �--� BRICK W �— BRICK S ILLS ,BRICK COL- — SILLS V BRICK S ILLS j VV. I. GRILL WORK W >- ON FT ELEVATION RIGHT ELEVATION co FE i LEFT � Z �e co, U- U r- W MTL, —1 C-) u, � FLUE Q. o j > \` O cn z R.V. COMP. SH. R,V. (n � o Lo O RV, GUTTER RV. � o � 0' -- P. L. Wv a � r— I 0 n M 240/H r — — �! I 8' 0' --I o. I!--- —� 16' 0/H DOOR _ °- m BRICK SILLS -— -- y F.E I REAR ELEVATION U) LU V. vy_ .nr..v - '• �3.. "�."v 45 �• y.._:.Yr. "h Nr•- - t 'a: . . . ... r `tr -{w.4 �c �^—•. '^f .. .;:f..-.. t:. •r �ti t :. 'k.l. ..l.Grc ,: ..i•Y " r„ ,,,.•r..:..?*`:•_- - a7X 'Y: }-+►r'la:t ,.i -q+1fi<tev`!"• 'i^ ._ tt �` v -..?, ""^-s"=r''T' <sti q, ..xt .it r i'+ ".��r- Yia:r. �-"s. + -.; •3-. /y .•ay. _-.- ,.� .�a, 4 � �,;g;p,;;}'.rs ..�'. �..•Cy.:y=f.C,_ P �J. e.*. .'�t„ �C4'!4'��' '�,tL'y'_., :} t�`r'„"`.: 't.- ..�`>_ �.f, ':�aS�i^.'��'� `. :'•�:t,a'L'�`i���`s4-:?'3�'3'5."4'`' �M -4r.:�'�.irc�i . .+T:�:rw:'�1.'.``.�. �iiay�;,;a�'k",.. _�.S+.r.`•i=•x.'L.;.`�:'tir`b .•3`•KMv�.::�r�.,�a1. _ • Y V_ 7-C - -�r.'x�ca�+.w:3X.c.'�fsvnec;rsr••:R-a �, . .'a-.:.... . . .._..... ... 2- 2060 FIX . GL. 2- 2060 FIX . GL. 2 - 2060 FIX , GL. 2- 2060 FIX. GL. m m ' o cl FRONT ELEVATION _r N FORM l--ti 4"lORKSMEET-HEAT_,.LOSS AND HEAT GAIN CALCULATIONNOT 1NRiTE IN SHADED i310Ci:5 I Name of Room /312( Entire House t3th 1 I reZ� 11411 2 3 3 , ' 4L!V 5�A)13,z�K!t 6 -11k7l, 7 �" vs' ,� 8 Z 1 2 Running F'L F.xPr'sed Wait � t /.� t 9 � /_T S f 13 t '3 Gf lz t J2- � / 3 s 3 Ceiling IIt, Ft 1� g 91. _ 4 Room Compass Direction~ — L E 24 S S `1� S 74IV s Area Area Area Area Area Arpa Area Area Area Const. HT&1 Btuh BEuh li uh Btuh Btuh Btuh Btuh Btuh or TYPE OF EXPOSURE No. Htg ('•Ig Cres Htg Clg Crack �itg C 1 Lack 14 CI ar Htg , C14 Crack '1.1tR Clz Cr1 k Ht C! C ack HtR Clg Crack Ht Cl Crack Ht Cl / $ g tatx g g g g g g 5 Grog a (,� 232 2L 5 Exposed ' b : Wails and c t. Partitions d } 6 Windows a /iz O ��D �.1�� j.Z f � lo�L' �4 /L���� � l % .g ���� 6 and b (off �,S✓ �` L., Doors c B 25�u (Heating) d r ; 7 Windows .� �A13 35� i -{ ;� /� Z�� �. 7 ( c;7�- i t and LJ !l lamL, �,�. a C Doors !! (Cooling) i t (t o ? Z Z 7;<i 8 Net a 103 3. 3��2 �L4 .- j;L �U$ 7? ' 'L ��ft� � {b$ 2 it Q '�� (� �t F Exposed b g .S Walls and c Partitions d .9 Ceilings _. _ a_. Jae 3 _ :�j��i. Q 1�- = ops D y ?l L- �UC I Q 0 7V7 t:S'u ! EZ,! i Yt- 1 22 p L �1-t:�' 30 ` c ."?f;� /� i 9 b t 10 Floors a 0 ' a � ) ' L' SE'S ti;.S o0 t' 3! 10 b 11 Infiltration a 1 t ! 11 and b _ Ventilation c { r (Heating) d { l C t ` U 12 Infiltration or a c Ventilation.(Cooling) r3 Sub'Total Btuh Loss > l I$ Duct Btuh Loss r ( E t 14 is Total Btuh Loss x337 16 People Ca 300 t ., 16 17 17 Appliances r � 1 S. 18 Sensible Btuh Gain (Structure) '' :_ c 1r _ 4 �, . �' �,. - 19 19 Duct Btuh Gain l�-� v r, 20 Sum f Lines ,8 and 19 (Cooling) . ,_ __ _ t � � j - 21 Total'Btuh Gain (Line 20 x l.3) Btuh for Air Quantities ' G r` -,- HEM-FIR 12x4 Top 2x4 Bot FIR-LARCH 12x4 To '2x4 Bot SOUTHERN12x4 To 2x4 Bot Sel. Str. MC-15 2910" 3218" Sel. Str. Dens MC-15_ 321 11 218'1 Sel . Str. Dense ICD '; _ 2 ' 8'I x ' 8.1,_ = - Sel , tr, Dry 2,91011 3218" _ed. S: a.-_D_esD 'y Dry___�2_'0" 2 '8" 1 MC-15 26'8" 32 ' 8" Sel . Str. MCS 3114" 32 ' 8" Sel. Structural KD 31 '4" 32181, ' 1 Dry 251011 218" Sel , Struct. Dr 3018" 321811 Uel. Str. Dry 3018" 321811 2 MC-15 231811 30'18" 1 Dense MC-15 3118" 321811 #1 Dense KD 31 ' 811 1 321811 2 Dry 221011 2818" 1 Dense Dr - ---------�--_-- ---- - --31- 0-- - 32.8---- #1Dense Dry _----- �0.-�. 1 32 8 1 MC-15 __ 301411 321811 #1 KD -_ _._ 301.411 - 1. 3218" .._. Webs to be 2x3 #2 Hem-Fir, 1 Dr 2910" 321811 #1 Dry 2818" 1 32'8" Fir-Larch, or Southern Pine ; #2 Dense MC-15 2 ' 8" 32' 811 #2 Dense KD _ 291811 3218-It­ or 2x4 #3 Hem-Fir,. Fir-Larch, #2 Dense DrV 2718" 321811 #2 Dense Dr _ 2��811 i___3 or Southern Pine . ` L #2 MC-15 27 '0" 32' " 2 MG KD _ 2710" _!_ 321811 2 Dr 25 '411 3 " 2 MG Dr 25 '4'1 i -32' 8" 35 30' 811 136132, 811 ��z� V �`�' 2 KD l 241811 i 32'_ 11 _ «. tl G�� .JO' �� 2 Dr 2314" ! 301811 C,JrEEED EHG�?� 14 310 81 t•� 1x4 Cont. Lat. Bracing req'd. 24 32' 811 Ay 000S,�0" Z") on spans over 2714" for 2x3 and 23 !3018 ' titi 04� 291011 for 2x4 web. * 12 �4 South. 4 Pine or Hem- Size Fir-Larch Fir 12 29 _321811 3218„ - 28 311411---- 2411 - ----- - - --- --- - - 27 271411 251811 ,—\ _ i { 1 3 ). !26 2314t' 22 '01f 111 ( 38 ! 3114" �' 37126' 8" 321811 Max. N t • S ans greater than 3_210" re wire 6" b - 7TH( VOOnLOC cona.ctors are 20 gage galvanised ate1 end sh.11 b. applied to both facts of crus. at each joant. Dr B Mule+ Chkd B ��i�+• Date 7/6/71 � ar ti. shall b• located as Above, either centered, or located by Circle• (o) or dimensions. Tolerene• of up to 10A 'of given area is permitted. CUTTING and FAMICATING require .q.lpomot wbich rill prodate Loading RO • -"""� _ snug-fitting joints and plates. O%TULL LENGTHS sssume t' bearing each end. Bearing vidthe up to B" may Drwg. ?�IoeW1 09(70 be .sad, permittinj an imereaa. in o•etall jrngth up to 5•�. DFS Ir STAN BARB cenferm vitt, epplic.ble Top Chord 4^ sf •t f i q� provision. of "Net .1 Oe igo Specification for Stress -Grade bar a is watenings" ( NFPA ) a" 5 p Design Specifications for Light Metal Plate Connected Veod TruAse." ( TPI ). PTELII BRACING i. net =b• Bot Chord 10 psf LENGTH 32 '8" reponstbiltty of the truss d%igoer, plat• m.nufactur.r, nor truss fabricator, erso;A erecti¢g truss• are cautioned to sob profasio"1 .deice regarding erection bracing whieb is always required to p»vest • toppling and d—inoing dear ing .rect[on, and peraanent braetng vbich say be required in spec it ie Tot. Load 55 psf - lj apylieatlons. Truss• ■hall be •r.eted and f►sto.•d in • straight Cad plush position. Where no sheathing , PITCH �/1 2 ra applied dlr.et ly to toy chords, they Abell bt braced at )'-0" o.e. oat Yhere ¢o rigid evil ing to Dur. Factor 33 T applied di octly to bottom chords, they shall be braced at 10'-0• eve. sat. Trus a 1 be bendlad with pacing 2 U o . c e 1' 1� nuo¢aDl• care during fabrication, shipping, and erection to prevent eac.saive d e. ~ 1 �1 TYPE HO1Y'li a 13• S ' 97 .9 �3 -S ` N � ------------- rf � ro ±Zo . r � BQI, aRL N 13.o 13 . o� l 72 P LOT 3 , 5 14 _ U N S E LVA ARIK� /-\-V LAtJ'T l C '7-Z-3E A C-Vl U\/A+ - C.© .t C=LA... - APPROVED Arch' duralmt+t . .. I l DATE...... ..... :. ....... . l SCL V 2D PL A-t ZOoK 34 Pp�cE 8S �L Ev Y Proposed Construction DESCRIPTION OF MATERIALS No. - Under Construction Property address _ City State Mortgagor or Sponsor ---------- Contractor or Builder CP LQc)tj L DG VZ5 T7k-t+ INSTRUCTIONS 1. fo• AJo,:n.,l r,tornot cn r- I,— this fo,m ,s to h•• submitted, number requned, then the minimum acceptable will be assumed. Work e.rr•ed,n� of (opies, etc , sec the ,nstru:tions a:ol,coble to the FHA Application for minimum requ-rements cannot be considered unless specifically descr,bea Mortgage !osuruoce cr VA Req—s• Reasonable Value, as 4 Include no alternates, 'or equal- phrases, or contradictory Items tCon- the case may be. sideration of a request for occeptonce of substitute materials or equ,p^,ent ,s Y. Describe u'I n•alcr,ols and „ p••«nt to be sed. «nether or not shown on not thereby precl-deciJ the drawings, by mork."nj on X ry ,tpprcp•iuIe check box and entering the 5 Include signatures required at the end of this form information colied for ,n each spo", if (ante ,s .nudeq"ute, enter "See mrsc. 6 The construction shall be completed in compliance .ylth the related drawings and describe undar , 27 jr on ,'trche-! sheet and specs-cat ons, as amended during processing. The speuficat,ons include ih-s 3. Work not will no, be considered unless Description of Materials and the applicable Minimum Construction Req r—tints. 1. EXCAVATION: - fi,ai 1, ,- - Sandy loam 2. FOUNDATIONS: l'�t;!n•c.. ,,,:,,'r•It .u:. 2500 lbs. .II•. - _.-- - - - - - Ilr-u,l„sr crit: (2) #4 rods 4” bricks] 8" block_ - Intrrinr L,�u,<I:,t •,,; ,..,I; ,� _ 1'.,ns Lnnt(!duun tsdll -_ - - - - - --- (:•,!unu„ in,tr•n� ::. ' .,,,, - -- -- - I':,rs nl.url;.,l .ul,± tt�.nhv,inC - - --- - - - __ - - - -- -- - - (;,r,lrr� -------- --- li.n(nu lit •nn.,,:.• r,e. \\:n,l,t,s .tre.,s,,ns —I TIL: draill, soil poison --- f1.,,,,:,r: tb� , •r.:, � .. , _ _ ,.,� i�.,ti,n� _ ,nn!,tl,q: „til, 3. CHIMNEYS: When applicable \Ltt<rlel . ---_Brick -LL --- 1,111, I'tunC nt.tn,:.,', Clay I I•., r, I' -- - - I rr•Irl.n r• !l,u „n -----12-L 16 \,�Ia, . .,,r. � ,: ��, � ii I:,.,(�I ,s.tt.•t hr�.ttrr -- - - -- .... - - - ---_. 4. FIREPLACES: When applicable see -plans --- f,r: ,1.,.r !.,,:I,•; brick :,,,r,q brick :r.,rin brick _. I,I see plans \,!.lin :,..1 nl,tl :,.,tu ,. Plans _indicate whether prefabricated or job-built. 5. EXTERIOR WALLS: ,y� .12 Y.P. - „ Gyplap 1/2" al ,2 x 8 - xx k'n-un,t \1.,.,.•,r, brick brick w „ii,± ;� .t c, �, ,{• �d.,l s J! fill- ,n,,. 6 ,(uta Iii,, knr„ f;t(int: •,.ut t,.,� ----- li.tcf:n{, n•.u•n.,! Ihi,hn(„ , ,luu' __._. __ brick \\Irt,t,,,, s:'!, brick ., •,. __ rill lll!H'r rrI �•,.h .. ...._.. X7c '!'t t ,,,nitt,r,t,,,t, _ Fraae_wall above plate line -- 6. FLOOR FRAMI!:G- Ir• ., ,w, �•�, . . _ „Ihrt I,nr!eine ,:,,hut` - - ---- - ':t:, II„ur lruurul , .n a 4” X +� {,i 'I. it ,ul,l,,,rhn�, n,ie inn f.nr,k _ ,tirnt nu n,'n.tnr I+'81t '_Clopped- W.. 6�• x 6" 1010 $a,t�;N;M .,. h li r.t,•t• ilClean Sand th,(knr„ $} \,! nunn,t! nt!nnn.,tntn asphalt 7. SUBFLOORING: (Describe underflooring for special floors under item 21•) \1.:. .I -- ;,r. r¢ht .iritic. \,Iaition,rl nttiunt.,tu,n _ --_- _-- 8. rINISH FLOORING: (Wood only. Describe other finish Flooring under item 21.) - - -- - - -- — - - - - --- --- k (4 .. _. - Is., f l .----- t W. 1 n C()C-,,Writ- S,UPr>:-, I DESCRIPTION OF MATERIALS DESCRIPTION OF MATERIALS 9. PARTITION FRAMING: titud+i wail, grub, and species_#2 q. p_ size anon spacing_ZX 'L -_YaQ. Other , • :ldlhtiunal Inti,rmatiun: _.- -,-_ - ' 10. CEILING FRAMING: . •Joists. "(XA. Cradc. a1141 1Ix,irs-2X69g- 16"a10r. Other _ }}ridging „X~ briar- Q° 890„ 0,0. Ad luounal information. 11. ROOF FRAMING: Rafters: %%(xd, gr,u!r. .lnd s;xe ir,_- x6.1_s_(JL6-_~__O.C. Roof trusses (sec detail)- grade and species-AttAChed truss detail' j Addilion.il infratn.ln,, A03•ate$---co=entiOnal-coilingt3_�- a 3'00f-f]Si2.g4ng OtSd J"it'-LIS 10 & 11 12. ROOFING: S11C.LtlmnV. +\aNt, :rAdV. .t:d +I)ecic•s.i/2!'-_exterior-grsda—plyuocd_ Roofing-_aSpla1t shi=1e3- -----: grade 235 lb-_--: stmt : type-arsphal+ ❑ -u>lid; ❑spacrd--- O.C. t'ndcrlav _fOlt _ _; 1,right or thickness_i Ibije_ ; fastening tin tabbed. Built-up roofing -_ . ____-_-----__--, number of plies : surfacing material Flashing: Inat,ri.d _-=y�--metal .__-- gage or NClght 26 [] gravel stops; ❑ sno%% guards Additional infol-\an, I - - - -------- ---- --- - - - ----- 13. GUTTERS AND DOWNSPOUTS: Guth rs matrt:.d -_1',A3y,tLetal-.---_•-----: gage or ++eight_�6• __-: site +haps-_ Lhn\cnslxnuc :aau o ,I _ 2_--3/8"--x-3-1A.,!': gage nr \.right X26.---_- •: sire —_--- ; shape number t Downspxiutu <v!w,;, l :u ❑ Slorm +c \,r, C sanimry sr%%cr: ❑ dr%-%%col, 3M Splash blo(•ks: material and .ite VX12"X2" CDT1Q.--- Additional jni,mv.r-n r 14. LATH AND PLASTER Lath ❑walls, [_j ,riltngs' r,,t•n.nl -.____ _- _ -__-__ : %+right or micknt•ss _ _ - Plastrr .oats finish- Dry-wall �} %+all+, �Ll vvibitl% tl:.,l,t l.tl_g7p3UM_b0ard this kru ss_ �~ finish -P3lnted_ joint.oratment -taped._alid--_CeIIOnted-- - 15. DECORATING: (Point, woflpoper, etc.) Room, 1Y\r 1. U AHPIICAT TON Callt\6 Frsmi M%TERru. Am) APPL.1C%1ION Kitchen -- —1_]3S8aeL-paint- - paint Bath _—, __Wall_p"r -H311tax Enamel paint- Additional information: 16. INTERIOR DOORS•AND TRIM: 1 8n material Luan thickness 3/� Darr trim: tvpe t3tQCTC,_ ---__--: material Yel.—pine Base: type �toelC p material Ol. pila0 size 1 1 2 " Finish: da,rs -1L1oss_paint Othrr trim ("item. hf-r r.• { .:,:(n,•--- _ Additional infornlati,,n .. ( ], �_�jiL��Q'_-a71.0�=1311CP1_pCL_ • • $h �.. 17. WINDOWS: Windows: type_alum _S fI-._; mukc m(tr•rial sash thickness Glass: grade +S'.5.-- --_-_ tua s:u:, sctchts; lulanccs. tyle _3pTiT1°r brad flashing - -}-rinn: t}pr._ p.- .- bg_: a;.lr,iel ---�___ Paint number coats Wcathcrsirippin�: tyjK -- .. ._____ __._ ___ ___ material__ Storm sash,.number Screens: [j full; ❑ half; t)ly _-;_. .- -__- _.._^y _; numler,---; m.r•rn cloth material. Basement windonvs: tvpx•-_. -_.-___ _ _ --__ ., material-_-__ ❑ screens, number ; ❑ Storm sash, number Special windosss __. �_, -_-- Additional inl'urmancn: _-- - _---,-_--_, -- 18. ENTRANCES AND EXTERIOR DETAIL: to ,lain entrance dour: material p derOsa Pine wicith�_3nthickness_ZV 41-rame: material thickness 4 37 - Other entrace_ doors: material 3'pndBrII.Sa_PiIl@_; width ��Q~_; thickness �~ Frame: material Yo1. pine thickness 4" n }Lead flashing - _ _- Weatherstripping: tyle 1M011V@ ; saddles BlU_M- Screen doors: thickness-- num}x•r ____; screen cloth material Storm doors: thickness "; nnmber Combination storm and u recn doors: Ouckne%s ____ number_; screen cloth material Shutters: ❑ hinged; fp *xed_ Railings—___ -_ Louvers Extcrior'millwork: grad( and sp ccirs R A b ttOr__yA3__pine Paint extQrlor_mupp numtx•r coats 2 Additional information: 19. CABINETS AND INTERIOR DETAIL: Kitchen cabinets, %%all units: n .ucrial _. _liecd lineal feet of shelves 12 : shelf%vidth 12 Basr units: matrrial __y(0Cd_ ___, counter top_ lart� nit><Sti� edging-lam, plastic Back and end splash_-_]gm.__sl fi _i n-_ Finish of c�bincts—ICS�d 13lla-Re1- Or st31n ; number coats Medicine cabinets: make,__-__-______ model - Other cabinrts and built.in furniture Additional information: 20. STAIRS: RMRS Sltt[%G! HANDRAIL- BAl-USTr.RS STAIN %tatcriel .1-hicknr•ss \tatrrial '17lk knew Material Size Uaterial Sirr Istatrrial Size Llaseturnt — _- Main :Attic ----- -- - - , Disappearing: 111.11V and modrl nurnb rr - Additional information: A. R. COGSWELL SUPPLY CO. - 21. SPECIAL FLOORS AND WAINSCOT: THRESHOLD WALL BASE UNDERFLOOR (_opA inti _ -- _..-_--- {1(l.RI LL, (in�rR B�rw1�rR Stz IJ, (;��./• f:R. MATERIAL MATERIAL AIA L'ERI%L Bath-- ---Cq=niQ-2'�Q ----- --- Fanim, 1/16" V,AIT. ------ _Slab F or_ - i[f�16?y"y_V ALT.-- --- ---- - --- —Jie ern `^�'2" —_� ------ f1Eic:11T flr.lclrr l� $11ON ER7 11:.11 I�)\ �WTFRIM, U11.0R• B(r R1�l R, CsP. SIZFS, Gscr., FTC. 11F.I.HT O,-ER "rust (FRo,I FLOOR) Bath 9! 1-Coramic ternhe in_sho _only • „ 2 _1 CQraaic tilfl_uroundtuh Daly___ • " I Bathroom aCCCssorles: ❑ ltrC(•,scd, material nulnlxr ❑Attached; material number __- Additional information: 22. PLUMBING: }IXTURF. Nr wFR I.­;ATPIN MAKE MFR', FIr7l'RL IDEVr/1CA1H)ti No. lilt Co Lolt Sink- 1 Kitchgn__L_- 22•s �+ Lay.tDry 2 Eaths1.&2i Kohlor adtant X- Water closet 1 -PRA t1Bathtl , Bath-#2--Kohler--- 1306A -- — Shower over tubo Bath#2___�Kohler Stall showerL 1 Bath #i _Kohler____ 1pton_K-M3 Laundry bays _-- ----------- - -- L urtain roll �❑ Door ❑ Shu"rr pan: material _-- Water supply: ❑ public; Y. community system; ❑ individual (private, system.* Sewage disposal: ❑ public; ❑ community system; ❑ individual privatr) syswill.* *Shaw and detcrite rndicedual trelenr in cnmpletr delad err tparale dra:cings and spru%ilittloru nccording to rrquirernentt. Iiouse drain (,inside):ft cast iron: ❑ tile; ❑ other_ _ House sewer (outside): ®(cast iron; ❑ tile; ❑ other water piping: R galvanized ste•rl: ❑ copper tubing; [] other---- Sill cocks, number Domestic w'aler heater: type_(?�,@Ct is ; make and 111odcl__- ; heating capacity____ glmh. IOU' rise Storage tank: material-_gla$s-linea capacity 40___:_gallons. Gas service: ❑ utility companv; ❑ liq. pet. gas; ❑ other _ Gas piping: ❑ cuoking; ❑ house heating. Footing drains connected to: ❑ stung sewer, ❑ sanitary sewrr; [] dry well. Sump Bump; make and model- _ - capacity --._--____-- -; discharges into - 23. HEATING: ❑ Hot water. ❑ Steam. ❑ Vapor. ❑ One-pipe• systenm. ❑ Ts,u-pili• system. ❑ Radiators. ❑ Convectors. J Bas tKlard radiation. Make- and model Radiant panel. ❑ floor: ❑ wall: ❑ ceiling. Parxi coil: - ❑ Circulator. ❑ Return (lump. Make and nuxdrlcapacity— r;pm. Boiler: make and nuwf,-1 -- Output -_Mutt.; net rating — I(tuh. Additional infimnation: Warm air: ❑ Gravity. XX Forced F)pe of s%,avnm_--Elect._ • $ee-Amifice- -- Duet material: supply---_—___-; return Insulation___, thickness.__ ❑ Outside air intake. Furnace: make and model -___ _ _ Input_ Blah.; output Btuh. Additional information: _- ❑ Space heater; ❑ tdalr furnace; ❑ wall heater. Input Btuh.; output _ Btuh.; number units Make, model Additional information:_ Controls: make and types— - Additional information: Furl: p aml; ❑ oil; ❑ gas; ❑ lir). pet. gas; Q electric; ❑other storage capacity Additional information: Firing rquipment furnished separately: ❑ Gas burner, conversion tv(x` ❑ Stoker: hopper feed ❑; bin feed ❑ Oil burner: ❑ pressure atomizing; ❑ vaporizing Make and model.__ _ _ Control .Additional information: Electric heating system: type -__ Input watts; Q volts; output Btuh. Additional information: Ventilating equipmcnt: attic fan, make and mold capacity cfn. kitchen exhaust fan. make and model _ „r11ltorily- ��� - Other heating, ventilating. or cooling equipment 24. ELECTRIC WIRING: Service: ❑ overhead; ❑ underground. Panel: ❑ fuse box:JM circ ot-breaker; make- 190 T�QrrjCII :Number circuits Wiring: ❑ conduit; ❑ armored cable; ❑ nonmetallic cable; D knob and tube•; ❑ othrr Special outlets: ❑ range; ❑ (vawr heater; ❑ other n Doorlx•ll. MCChimcs. Push-button lot ations_-t-_-_ - Additional information: 2S. LIGHTING FIXTURES: — Total nundwr of fixtures_ To(al alios,ame for fixtures. t,'pieal installation, S_30QQQ_ Nontypical in,tallation ---------- ---.-- ---------,-__-_ -- — Additional information A. R. COGSWELL SUPPLY co. 3 DESCRIPTION OF MATEY j ff, 1 Fr. " DESCRIPTION OF MATERIALS 26. INSULATION: I.(xlrl()Y I111'lhf S -.--\t\TIMI\l�Ill_I„ \\!l �t}III,�D INST\iLAIION Roof — - -- --- -- - -- cciling _fiborglas's Batts_ - �ti•au -- Floor _ 1" Fiborglas3 Batts in 116ii eglin Brick HARDWARE: (mcke, material, and finish,) -__ __- _ --_ - ------- -- SPECIAL EQUIPMENT: (state material or make and model.) Venetian blinds-- ---. .--------_-__-- \'un11K r._.----- Autoru:rtir \rasher Kitchen range---Gen- _Fa •--JM7-5 -_ ---------- cluthrs drirr---^-- ----- — Rcftigrrator _—._--_-- ---- _ Other—Hood-Genfrl31RI i Y30 Dishwasher Garbage disposal unit Gan.- '' ar,_-F-CiQQ—_—---- — -- -- —`-----_--- ; 27, MISCELLANEOUS: (Describe any main dwelling materials, equipment, or construction items not shown elsewhere;or use to provide additional information where the space provided was inadequate. Always reference by item number to correspond to numbering used on this form.) PORCHES: Se9--p1ans ----------- -- --- ------------ ---- ------ -- - ''' TERRACES: - ------- ----- - -------- - ---------------- See pians GARAGES: --__-_ _Shaetrock railing and-stud-xalls_ -------------__—_-- -- WALKS AND DRIVEWAYS: Driveway \sidth�I ____; hasc material _QQ _ ; thicknessIj~ mirfacing nLttcrial thickness Front walk: width,_ ; material—_ ___--_-__ ; thickness___._._- '. Service walk: width,—_; material thieknrss &cps: material ----------_—_-- __--; treads _—_-- _ ; risers---___--- C:hrek wails------_--- OTHER ONSITE IMPROVEMENTS: (.Spelrf) all exterior orrstfe eunproremenh not drxrrbed elcrehnr, rncludrnz itenfs such as unusual gradtrig,dratnn,t r �hurtrurs, rrtatning tealls,,Ience. rathexgs, and ac(riu,r),structures-) LANDSCAPING, PLANTING, AND FINISH GRADING: Topsoil thick: ❑ front yard; ❑ side yards; ❑ rear yard ut—__— feet behind main building. Lawns (serded,sodded,ur sprte;;rd):Jafront yard side yards —; Pgtrcaryarrl_ 1�� Planting: ❑ as %IX-Cified and sho\sn on dra\\ings; ❑ as follows: Shade trees, deciduous, " c alilx•r. — Evergreen trees. _ —' [o ', B & B. 12 _ Low flowering trees, deciduous, to_—' Evergreen shruhs, to-'. It & B. high-growing shrubs, dreiduous. to_— Vines, 2-vear Ntrtlium-growing shrubs, deciduous, to — Low-growing shrubs,deciduous, —__-- to IuBKTIt'ICA[101N.--This exhibit shall be identified by the signattlIC of the builder, or sponsor, and/or the proposed mortgagor if the latter is known at the time of application. Date ��17 Sigllatttte_- -�- L R I A. R. COGSWELL SUPPLY CO. _—_- 433 WCIT BAY STRECT JACKSONVILLC 2, FLORIDA ce�1d 4 REVISIONS BY L 1 Y 441!, Ut 1CAJ 11 .�� �1_ 4A- � � � 111 ►%) � '� �`" i . \ - % \ `i Lj /l � i � •' J ,,� r.. t ;X �}' i ���� o g�' �s' •I� - t lij � 11_ + 1 Uu / ILy to i I —��j r i ILI _ C�\I I � i h>� i ; I I i � i � ,� - r � , i I I � i + I I I I �I 11 "• -��' —77 ---Z:77— it i� � 7 I ' I�� i i i I - - _ J 0 !__—\ ' — —_. .i- __ _�• � �1 •CJ oD ?. of U N � i I ';i �;• DRAWN CHECKED J\ ; v / DGTE SCALE Rjf Fd - JOB N0. 1 a SHEET • J -Q S TE OF r �A'���� ���VAL•�.E��� `�`~ OF SHEETS I C Z' -4. " htaxlmurn spins given m rccr an inches^s REVISIONS 6YSOUTHERN PINE SPAN TABLES , s cie rjrns/de of bcsrrags M 1,15 • 2-x f U R' LI IJ Z4It V 1 .. - - - N 1 I LOAD, I ► r LOAD, 1 r r LIGIIT ROOFING; DRYWALL CEILING; SttOW LOAD �' i3� ` Cy;� 'r .:..7 c.�� t'(�,�-�r(- LLC _ -- - � — --0 Tt.X:I �'t�t'� • �-;'_� � � :'= ."l:i r� Size Spacing Grade rinches Visually Graded Machine Stress Rated(MSR) Machine Evaluated lumber(MEL)--1 L: � COLI,� - ._.:,... . !'--r!�t='� Ems.•. �!' ��• �' `�l�' ell +r� I �-� =1 .� .�,/p\ on center 1 ' Select fto.t f No.2 flo.3`. 24001-2.0E 12250f-1.9E 121001-1.1E 119501-1.1E M-23 I 1.1.19 I h1.14 Z Structural / -----— — -- �f „ 12. 16-1 15-9 15-6 1 12-11 16-8 16.4 16-1 15-9 16-1 15-6 15-9 IS ---' 16 14-7 14-4 14-1 11-2 15-2 14-11 14-7 14-4 14-7 14-1 14-4 -S. i �i' 19.2 13-9 13-6 13-2 10-2 14-3 14-0 13-9 13-6 13-9 13-3 13-6 24 12-9 12-6 11-9 9-2 13-3 1 13-0 12-9 12-6 12-9 I 12-3 I 12-6 - V{ Yi /��� =! -r ! _K� --' orf r I 12 21-2 20-10 20-5 16-5 21-11 21-7 21-2 20-10 21-2 20-5 20-10 16 19-3 18-11 18-6 14-3 19-11 19-7 19-3 18-11 19-3 18-6 18-11 I } j 19.2 18-2 17-9 17-0 13-0 18-9 18-5 18-2 17-9 18-2 17-5 17-9 Vi`r �•_ � G ' 24 16-10 16-6 15-3 11-8 17-5 17-2 16-10 16-6 16-10 16-2 16-6 --------- ----1 i l `, 12 26-0' 26-0- 25-8 19-5 26-0' 26-0' 26-0' 26-0' 26-0' 26-0 26-0' � I i 16 24-7 24-1 22-3 16-10 25-5 25-0 24-7 24-1 24-7 23-8 24-1 , r ((( 2x + . . G 19.2 23-2 22.7 20-4 15-4 23-11 23-7 23-2 22-8 23-2 22-3 22-8 EL i ' 24 21-6 20-3 18-2 13-9 22-3 21-10 21-6 I 21-1 21-6 20-8 21-1 4 ( 12 26-0' 1 26-0- 26-0' 23-1 26-0' 26-0' 26-0' 26-0' 26-0' 26-0' 26-0' 16 26-0' 26-0' 26-0' } 20-0 26-0' 26 0' 26 0' 26 0' 26-0' 26-0' 26-0' ' f? 2x12 19.2 26-0' 26.0' _23-10 18-3 26 0' 26-0' °6 U' ( 26-0' �6 0_ 20-0' 26-0' Q i ) 24. 26-0' 24-1 21-3 16-4 26-0 26-0' 26-0' 25-7 26-0' 2,5-1 25-7 I ' 1 +t 1 �C I jl it I YiCGD FRAMING 5) Cr!7T?•\C1C'R 5}I: F': i'.IGE ALL F:� i 'ii.`t;; �1�r NECFS I,Rf •JD c "T;� F,� I it i - E ;Ea �l TO ACI;, CE.l...J _ o. N r '.5' R !�;• ,1+:L E SOUTHERN YELLO'V FIN r• '�= _ .� - __ APP.CA11C!r. F,L�ic`:Itt:, `;; '"" 1t,rE SiL•,LL.L'"t_ t;UI t„Ft'EJ c -�-G 1,� ".I s.- ; E 0" '•g I II 1 I ! 1) ;•LL COD F r' .r; L E E. 7- C2' E. r',• A-1 ' FE:i AJiC At.O iFI A!J ti\T? !:'! CESiGr SPEC!F!CAEICNS FCR WCGD CC,`r= -_ __ ) %r !,IETi urtt,'rn, , •I.i�' T I I 1 W1 �,I•t.�.if l,.i�T hitt v n " I E ,.L •L C.O. _ : ::A11„It> ;I!r, CC,dF lY EH I.LS C. e e•L 1'C';D I E!,^c. - C.:•`_ ;:��_ I i L,-„I, , :�I', _'r •r _ >> r c '�. r♦ r;'1 C wi a!• ! -i; _ FASIEN IJC �UrJJECf 10 Lr:' H'• L tiE II:)E-U,t f ED GILVAN"`(1 TO E.1 - jIN LU!Ir.c _ '.I. _?^L'_'1 71 SOL ID L'LOCK t!L JC'S' _ . .FTEiiS ;T F'>'JI OF SUi'f CH1. C": g? r /I Fb = 1.00 i FC 2.t(30 P.' • - �"'+ - - ASCE - - II !! I Fr SO P: f r `5 Psi u, 7J,(E Ilcu r I,.y .._ I r _ _ _ - Fct EEO PSI Gi OF LU.. R IL 7 Fl i2 i i r ''i.ilC l Ci .,I :i) 1`i r 3 a? Z lr E ii i+1 1 ! 'c 1 t5r J11 Fc 2.900 FSI IN:SIEAD CF SYi1 1 .� L c = 1 Ew. s E = 2SCO,CCC PS; E O��J F_i R-CF k WALL SN A'H.NG SHALL E- 7/16- OniE!lTAL STRAND BOARDS (CSE) C3 EE--TEP. SPAN RATED AS SNC rN CN Tr'C CRAWING 1 S i A _ ALL ..CCD A!E'aEERS ErFCSED TO WEATHER OR IN CC!1TACIED WIT}i tl`SC!J.c:Y, CCtiCnE'.c CR SCIL SHALL EE FRESSURE-TnEATED. 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