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Beach Avenue 881 DRAWING FILE NO. MAP SHOWING 80UNOARY 6URVEYOF•• SURVEYOR'S LEGAL DESCRIPTION: LEGAL DESCRIPTION AS FURNISHED: A PART OF LOT 20, CLUB MANOR, AS RECORDED IN PLAT BOOK 25, PAGE 62 OF THE PUBLIC Part of Lot 20, Club Manor, Plat Book 25 Page 62, Current Public Records of Duval RECORDS OF DUVAL COUNTY, FLORIDA MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A Co. Fla. Describer as follows: Commence at the South East Corner of Lot 20, Club POINT OF BEGINNING COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT; THENCE Manor, ( x cut in Concrete) P. B. 25 P. 62, thence run Northerly along said N.04012'55"W. , ALONG THE WESTERLY LINE OF SAID LOT, A DISTANCE OF 58.68 FEET TO Concrete Bulkhead for 70 feet to a cross cut in Concrete Bulkhead for the Point A POINT ON A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 94.5 FEET, 140RE OR Of Beginning. Thence run Southerly along aforesaid Bulkhead for 70 feet to the LESS; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 13.39 FEET, point of commencement, thence South85 degrees 32 minutes 15 seconds West for SAID ARC BEING SUBTENDED BY A CHORD BEARING OF N.27044'14"W. AND A CHORD DISTANCE 156.95' feet, thence North 4 degrees, 12 minutes 55 seconds blest for 51.68 feet OF 13.38 FEET TO AN INTERSECTION WITH THE NORTH LINE OF SAID LOT 20; THENCE to an existing Concrete Curb, thence Northeasterly for a chord distance of 22.32 N.85032'15"E. , ALONG THE NORTH LINE OF SAID LOT, A DISTANCE OF 149.26 FEET TO THE feet to the intersection with a point bearing South 85 degrees 32 Minutes 15 WESTERLY EDGE OF THE CONCRETE BULKHEAD; THENCE SOUTHERLY, ALONG THE WESTERLY EDGE seconds West and 149.26 feet distance from the Point Of Beginning, thence North OF SAID BULKHEAD, A DISTANCE OF 70 FEET, MORE OR LESS, TO AN INTERSECTION WITH 85 degrees 32 minutes 15 seconds East for 149.26 feet to the Point Of Beginning. THE SOUTHERLY LINE OF SAID LOT; THENCE S.85032'15"W. , ALONG SAID SOUTHERLY LINE, A DISTANCE OF 156.58 FEET TO THE POINT OF BEGINNING. -.- -------- 5C 0Y -- ------- -- i \Lo r - 1 /49, 2�0 C FooC grey - %jT�77 r mound"Ccrf"'nn rax. C'a/um n5 M// 4 nee Lt0 EncroachtS / p od{1�aI gu/khe-d VOTE 3"Dr11,17 e Opo A/ 85 0,32'15 �' � Cie s i de � /r 5 /y '),e peck Ground l�9/'f �!/ f_nCrnac fner�e heS 0�en4an9flet Ca/jirn� E/ec/rrt 1 E/ectnc flax c.rC/ear �ncrost 04 4 Wpadfence /� //� /1/ - _ �EnerabcneG rrCk Pdve i� C �Lr !r�_Nt B r5 L Faand Pk e Orsk -- c QrlVC Colunrr To L,nC N �� ear • —r afq• a{C� dy I x - a o q„Pipe r = Cenerefel✓ar/d Co/urnns �i r aler �rtEC Fe Oct ya 1 L`1i G 9 GroundG�hf xr' aGc av �}_�}pct. sem �i .. W�frr Lrne.9pprox Pd9e� C�� Jnr L a.a' K.. .. Entrohe5 1! 7 .Vi'ne5s ry^ �� x sY b„ I r�, 4f �7 y �. x–� .N.2/�Q4�4 raun -x—Y� �n/urns �rYP �V 5' Masonry I I /'x a. Masonry' Wall �\ ir . 7 ,t ��ar– , yh "NaclFencPo17 oP02orc–J- VrfD� i' y Arc= /3.39� efear CryPrca1) �'077h'iAr�1008°07 (.'oncrefe I Na 2Lvt 20adlUs r 94.5' lrx7uded I 'w This f0u,101,�Il;iD/5/c m o° Flagpo/e viI I : A Q Ca.4 r e ! e n r roc / a 39 !' 3 j I I a {l�a�dGth,k Q V --;5•� cV C74. r' Iy- ' n rrG.l GJ Ry /vlASolVRy SES/DENC ZI O Q; x1 r h —2-3 -2 3 �a ? m "K 4. v - � v J aG arc 17 �• rad QI �oncrefe-- Q �� b� pa'r o O L, v 50' a z F[Aee77 I I u YTLwood o.os �0� lNocd Gaff / •�� e J1 � it � / / 571' �r+%v yv �a d rw-�Ic; r n� ;t?�I ✓�'n 975' ��o�4io.Q /c�i✓scv stiff✓�Ya.�.Qi �.�7.a�v�R s32�5 p NOTES : ,�f✓rso 3-rG-oi Dc s,'✓o�' ti a�virivn�Q� /✓Fae.lt�Tra•� 01 c� -O -o/ -0 f3 rr✓F 4° I. THE BEARINGS ARE BASED ON THE EASTERLY RIGHT-OF-WAY LINE OF 7 THE DESCRIPTION FURNISHED WAS PREPARED BY MARION L, PAGE .QcG,�/�C.'� 2 T 4 7 BEACH AVENUE AS BEING N,04°12'55"W. IN ACCORDANCE WITH PLAT. BASED ON A SURVEY FURNISHED THAT HAD SEVERAL ERRORS THE rsp2-11✓ Ad el-z E2e-,c747ZCERTIFIED TO EXISTING CONCRETE CURB CAL-ED FOR IN THIF DESCRIPTION HAS BEEN d:5P��✓ror�s��'sv�✓�>' o,f+7-T�''� 2. THE EASTERLY BOUNDARY LINE IS THE WESTERLY EDGE OF THE CONCRETE PFMOVED, CHARLES G. PITTS 8 PATRICIA HEAP PITTS BULKHEAD ACCORDING TO PLAT BOOK 25, PAGE 62, 1 BELIEVE THAT THE OLD REPUBLIC NATIONAL TITLE INSURANCE CO. PROPERTY WAS INTENDED TO BE "OCEANFRONT", IN WHICH CASE THE S BASED ON HOLDING TFIF DISTANCE FROM THE 1901-1,47FAD WESTERLY MERRILY LYNCH CREDIT CORPORATION : EROSION CONTROL LINE WOULD BE THE EASTERLY BOUNDARY. ! 149.261 ALONG rF+F NOPTH LINE AS MATCHING THE EXISTING IMPROVEMFNI'S LENDER'S SERVICE, INC, I INTERSEC TFD THE WESTERLY LOT LINE WITH A RADIUS THAT MATCH(I) r+A'IWOOD M. BALI 3. THE COASTAL CONSTRUCTION CONTROL LINE WAS NOT LOCATED AT THE THE IMPROVEMENT5 AND SOME OLD FIEI-D NOTES AND PREPAREL) THF REQUEST OF THE CLIENT, THEREFORE THE EROSION CONTROL LINE HAS NOT NEW DESCRIPTION AND BOUNDARY SHOWN HEREON, BEEN ESTABLISHED AND "THIS SURVEY DOES NOT MEET "THE REQUIREMENTS D��D�� LAND CHAPTER 161.191 FLORIDA STATUTES. a. THERE MAY BE RESTRICTION LINES OR EASEMENTS "THAT AFFECT THIS PROPERTYSUOVEYOr" � ' BY ZONING OR RECORDED IN THE PUBLIC RECORDS OF THIS COUNTY THAT ARE NOT LB 6645 H BRUCEDURDEN, SR. SHOWN ON THIS SURVEY, PROFES.710NAL LAND SURVEYOR NO 1674 FLORIDA 5. THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE -X-, FLOOD ZONE •'AO•' (FLOOD DEPTH 2 FEET) AND FLOOD ZONE "VE" (BASE FLOOD ELEV. 15 FEET) BY FLOOD MAPS REVISED 4/17/1989, 1103 SOUTH THIRD STREET DATE. JACkSUNVILLE BEACH, FLORIDA ,32250I"- 10, ' COMMUNITY PANEL N0. 120075 0001 D. SCALE (904,1 ,149-7261 FAX (904) 241- 1252 �a. THE LOCATION OF THE COASTAL CONSTRUCTION CONTROL LINE THIS MAP OF SURVE> IS NOT VALID UNLESS IT l5 SIGNED AND HAS THF RAISED SEAL OF THE FLORIDA IN THE AREA OF THIS PROPERTY LIES WES'T'ERLY OF BEACH AVENUE. O�� BC—AC--1 A\ 110ENSED LAND SURVE'Y'OR DRAWING FILE NO.0-66 . 1, GOl`1TROL Lij�DINEN510N 'F-101 ATLANTI G OC- E—AN WALL LEcSEND L""=11 NEN WALL E06E Of GONGRETE BULKHEAD VENEER EXI5TINe WALL ~ " DEMOLITION �aa� Ar;�r;) 1710N ate . EXI5TIN6 CONCRETE WALK5 EXI5TIN6 CONCRETE PATIO AREA — - -- -- ---- - -------- ----YA f= ATRICIA 1= 1775 Mg� BPBPl BEACH AVENUEA7LAN710 BEACH, fmLORlt�A 5:2 :255 6 lopes U ADJACENT +. v�I 19' i �/ 13LD6.LIMITS ADJACENT a I BLW, LIMITS "Qu a I I E_ I 14b' -a � _ ,� . I_ w 1 STORY ACVITION - I I U dj 'P 51.,415 ON 6R4DL` WITHu P' CMU STEM WALL FIN, FI:A E EV. EX15TIN6 I—STORY MA50NRY W RESIDENCE i p Na. X81 i L157 aI p FIN. FLR ELEV. = 185'MI611) i Il 2' G I COYER SHEET / SITE PLAN NEW 4 EXTERIOR LIC*rT FIXTURE-SEE 5GHEOULE i D I DEMOLITION PLAN 51 FOUNDATION / FRAM I NC PLANS 52 STRUCTURAL SECTIONS AND DETAILS Al FLOOR PLAN m D I, _ i ! ' A2 EXTERIOR ELEVATIONS O i= A/GUNIT A3 INTERIOR SECTIONS m - z _ 128• 2I'-4" A4 HALL SECTIONS a LEVEL OF DRIVE ADJACENT i POKER AND L I C HT I NC FLAN v...rr o EWAL TO EXIST1 5 W 6ARA6f ELEVATION I BLDG.LIMITS T i 233' BRICK INLAY 6, EXI5TIN6 GONGRI~TE WALK ►'-5. � � NEW 4'CONCRETE DRIVE W WITH RACK SALT FIN15H k CL BRICK RAW..OGK ED6E BORDER ca 5'x5'CONTROL h: JOINT5 AT 45' * Y4yv s5bw A P P R O V 5 D CITY OF ATLANTIC BEACH I••I f :` N04.125WH PLANNING S ZONING OFFICE �. JUL 2-3 2001 W � '. F•I RF, AAPPiTIONAL.. NOES MA AREA rACUl..A710N A OR164NAL 5WARE FOOTA6E 2,987 a 'ADDITION 360 I. THESE PLANS ARE DE516NED TO 8E IN COMPLIANCE WITH THE STANDARDS TOTAL 5WARE FOOTA6E 3347 ESTABLISHED IN SECTION Ib&-33,007 FLORIDA ADMINISTRATIVE CODE. 2. THE MAIN WIND FORCE RE51571N6 SYSTEMS ARE 0E516NEQ IN AGGaRDANGE A� �� P P R O V�'p GUR6 CITY OF ATLANTIC BEACH BEACH AVENUE WITH 5ECTION b, ANWAr�,-GE 1-bb (XV Iq!3) "MINIMUM 01-516N LOADS FOR BUILDING OFFICF- 19XGAVA7ION NCTES, BUILDINC6 AND OTHER STRUCTURES' TO WITHSTANP.THE WIND LOADS VOLUME OF NET EXGAVhTION; NOW Jul-{50GIATED WITH A MINIMUM BASIG WINO SPEED OF 110 MPH. ;? . ') �2 7 E,,,, "; D w fr: 3. THE COMPONENTS AND GLADDIN6 HAVE BEEN SELECTED AND THEIR USE I u EXCAVATED MATERIAL TO BE PLACED INCORPORATED INTO THE 015542N t 5PEGIFIGATION5 IN ACCORDANCE WITH gy; 1�,- 1!I�. 1 n 2I;i I c c�.Q. T�. c ca rr sµr u c r r o r•>t r r•>i AS FILL ON THE PROJECT SITE 5EGTION 6 OF THE 'MINIMUM DE516N LOADS FOR BUILDIN65 AND OTHER ANY EXCE%EXCAVATED EXI5TIN6 5W 5TRUCTUf-5' MENTIONED IN NOTE 2. ach 'k�, Cif /��IG..�T;_ic �C- MATERIAL TO PLACED Sr AWaR>7 OF �d[�G and n i ng THE EXISTING I STORY MAIN HOUSE AS REOD. NSTIkUC .105 NO, 8102-7 29 LE+5AL DE5GRIPTION; �"� ISSUESITE 7. / A��� � A PART OF LOT 20,GLUE MANOR,A6 MOK LIS+MNio rL.f'Y• �^' exT'RECMED IN PLAT BOOK 25,PA6E b2 SCALE, I'= 10'-O' OF THE RMVL RECORDS OF DWAL 126� T&=. a(L@ ` tK9ffjuQff COUNTY,FLORIDA.' gEG13 WITH I PLI3 13 SOFFIT 0 8'-0'AFF. c Ij 5510102 EYELID JUL L 1 3 r�2 0 01 • NOTES ALL LIGHTING 70 FAGS LANDWARD r—� 13y, f-tAe PATI?i 3-2,0_01 THE'.M MAW A9 rOK TH3 eXG1.WIV9 UAL (:)r K2DOA Le INC,.ANP Aft NOT TO!9C . . • rife Y .. r. I .1 1. 1. V Y 4j i: n .F J. I r t+, .. _ - ,7 ,, lf .. -,h . >1.. '�. - .. "i. I . - - -1.c I ,.,, . 1 . a. _ q - - ., 14' Ct�1Q1/ _EXIaTINfa" 7 n iriov SINK wION1. I! ,4LL LEE� Nt7 a ` �. . - - - ,. . . t , *t x c ri . F=; ..w -."'T"�' }411 - - - - ��fG 'y r. ,• ,, 1. EXISTINfi =. J ` r REMOV>wTIN� jtEi AIR OR REPLAG I�XI�iTIN' W!°tLL t �r ;, 1. TAk3L.E LEGa - - �. DENfQE»ITIGN l' '� Y. - - REMOVE COUNTER TOPS -Z- - - . - _ � - - - _ _ EDEA 6ANQINC. . . 1. ti ,; i - INTI - . EXI$TIN�, .;�M" .ZT�. • ' 1�1'TLr/r.1 eN - ..1. _ % r b { r i,.i .y 1 - rrtex• ,y - . . i` `.V.r-. ass; c ,.i E?C15TINcS . 11 _a e M . .- f SMI LY l�ODM =I . 1?EEF, . I= � ;, ' rQ •i,:: I r. lk - 'I " r w f- >sr, � TION or- ROOF 1, �V- t?kISTIN , i S ti `' It , REMOVE POi� . .." . L. i. ,,}+ . FRAMING TO RECEIVE NEN PARAPET LXI`�TIN6 �Taf�,4t3 - ,` }t ' • ,ter, , �- q J .,. , ., HALLIII NEW OF'EN'6. E(- : EXI51TNf7 51QE[ -K• 11;-s �: ry; y 0•4I - - - - - . . ;.,� 4 S ��-"' "i�,�� . �'. . - - 1;�;� I I I , . I - 0 'f. 1" 5k `'• 1. 4�1 ;,, ». �� --------] i f �` -, � _ - � _ � - � _ � �- - - - I E?�iaTihi6r �XIQiTtNEr ► I I , I Poop lM - LIYfNca+ I�OGM I I G J , I �` I t I g , GUT NEW '4' HIDE �T' H16H I ;< \,;" � 9 :.a, "` OPENIN6 IN EXISTINC GONG. I Y\ '•< I . `� { I s y 6LOCK WALL GUT IN NEN I ;. REMOVE EXI5TIN6'ROOF FRAMING I I i PREGAST LINTM WITH I- 5 I l `x'' _ EXIaTIN6 5LA6 TO REMAIN " I I E I . CONT. FILL SOLID WITH GONG / � ` , - ;, I / I EXiSTINS I 11 y. QIsPIGE I t �zl- 21, T..., x"` rT , I I - ` ,r :9 8 ,� < n4.1a� U , I I . . . O REMOVE EXI5TIN6 OL05ET -- r I I U 1. AREA W.� p i REMOVE EXIST. I n'." '� POCKET DOOR ' v a '`� . I REMOVE DRYWALL �` I �t�: 4 ;f,. REMOVE EXI5TIN6 GONG. I FOR PLUMB.ACCESS = , BLOCK HALL,wlNvowS, I - ` �< < I EXISTIN . }, W.. BEAN AND SUPPORT5 , , � I . .t .� m I / < � i •� �''. EXI�T�Nc REPAIR ALIS'WINDOW h Q ' ` I `�; �` `'�/� i I M��T�� .B :gt�i4aM 51LL5 A5 NEE[?ED(TYPICAL) > .�, ,< I . ;` - - - CO- - - . . . . . . . . A , . 0 - . LX I aT I NcS Ex15TIN6 Roots p F , HALL �N AND"%YLIOHT5 . = I - ` a EX15TIN6 - E3A�TH . . ' ` . . I I . . . .. -. �-� . . k.; .t. . -- (D ' ��'.. .-, ..'' : - . . . I I I . - I .1 . .. " t . - .1 1 ;. 1....,.� �'..'. ,) -- I " : �-- -', 1 . . . .. 1 ;. , ' ' �-, REPAIR OR REPLACE All WINDOW �� I" ; SILL5 A5 NEEDED (TYPICAL) iSTINi� . I . 1 M. BATH I, T ,.f . ) I ,4TiIUM .11 - . I . . . . - -" , 0. ,., m 'x. < �,'.--,,--•'-•' ,lam! \ F.. ,, I. " I . "I/ I - .x 0 1 1 . . 1. . - . : "D . , I .1'. � . i -I < ,./ / ; . / x .x r l - . tr� �:. ! " Y f. a /ti JS 1A /C r, 'l\ X \ /x ,X,< <'/I,:X,'IX ,/ 0 U'll.,,� - .., I " '. '�','%/'�g,>, " - '% , I 0, I .1 K 'y' ,< y X � ' f, I. REMOVE EXI5TIN6 CONSTRUCTION A5 INDIGATI~P IN THE DRAWIN65 Y . ;< / �` may. ;� x UNLESS NQTEP OTHERWI5E. �' ` .x EXI�TIN� q "' , \, r { �:y ;� k ;� WOIeK I�.aOM 2. v>rMOLITION.WORK SNPi L Ex G v Tc.ON�oRMA> j- ` r v' < /I isI. o` �_ .. WITH All, �C?DES.AND pRDINANG FOR BY / x " >/,� / /x '�x / f\ , , - T --- FOVERNINo AUTHORITI� �, rl � /�' /'�, �: ! f' ` �,/~�.Z, �, '11 3. ERAGE ALL`EXISTINO �TRWWRE-OR STWTURAL ELEMEW5 0 , �, x.; �\ / /��,/ ; , .A5 NEC1"55ARY-QWIN6 DEMOLITION: r: I 11 < // ,� \ , /I ,',, '\ �,I;','. ., i`• { / ./ , %t ' / REMOVE EXI5TIN6 CONCRETE DRIVEWAY �"k, , ." I . ,. X. I -X 4 . , / Ix , .1 .\ . /\,/� ,, /,,, , ,,,� ,,�,/\ ,"X""Y�-, I, .,\x I--, - . I . . . . . .1 . �. ' o . '.�.,I I 19, � I '. I , ,.:. 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'n' •'f h� } .h 4.av r'- d u F h f M rv� I Yr 1 : 3 n• r r us' r, .. . r I ' ,,, r.•.';'' •r+rF Fi' �•Jt. 1• Z 't• P�,' '. .. .. ...', r .. .:- .. :. l ...•r. ,�,� .ti rx. .l n "r..'? ti 4 .3. 1. .t,'-.•. ..e r .. ! .. : � .. .. .. .. Y. ,,� '�. .. - 1� S. .TeX''..., 7� Y„ .�N� 1 k. 1 'tl r j c.�Z 'A:f C. ,,,. . , Y f t. P. l :� �.,Li { t . r. ..M. ,,.3,r •.,� .f' r ;ria i ;,'. y,.,.. m' n. (. r x:' 1, m , P ;r Lf Y �,, r f , ,' .} r �. .. a d .r ,, i .� "");, •sem._.- ,.e t 4 „ r S . r , . - :! _ s . , u 7 :: ^ : , air a A e i 1 r^ 's. r r �L f S. fir:,t.`, h �?. y�. ,.F, .`[ 1 {,.. •>. t: r•_y . A. , �,. .4 r .. _ ....• 1. '� .. ,' :. � '.. , F lQV�tGWl9$U� ph { H t+ a r 1 I .,. �. �'� r;?." is r.. - r y:. - _ w :'s! '! R, _ + ,r "4. yi ?r. ,.ri d` t•, .} C t, .+5; u `�" .�e.. .. v.y�, ,t 4 GONG. SLAB 3000 PSI it t� {:>• 'r t •, 7;•{ r :.1l�, w bX6 lot WWF . D 1. " QUBL -#5 VER ( E 36. FRO EDC T �. TICAL AT 48 O:G. M E) ,: • , p '7 5 :k .� w BEND WER 24 MINIMUM .. b MIL. VAPOR aaa INTO CONCRETE.SLAB BARRIER - W�4L .� L,MoENC ` �,. l q „ � FIN, FLR. ELEY. •, , _ _ I/2" EXPANSION JOINT _ f t� k,; N�Yi INALL,o Q'-O" A.F.F. DRILL INTO EXL5Ttd6 FOUN[?. - `�' f 4" GONG. SLAB 3000 P51 1; ANP EPDXY l_ 4 x I'-b" DOWEL 1 r; / ,, W/6X6 10/IO W IF, W/MIN. 6" r .�/LN R '�` ] , EMBED ( 24 O.G. ) , r i:, ''' GOMPAGTED, P015ONED FILL b MIL. VAPOR BARRIER TO HAVE �XCTINr5 WALL EXISTING GONG. SLAB �`` p1=h G7l.l'E+IPN: P 6" LAP JOINT,5EAL W/ •v. FINI.5H GRADE _ •` BL.ACKJACK TO REMAIN , I 3 't s; _ . . , '?r" - - �. ,� 8' CONCRETE MASONRY UNIT5 WITH _... - r _:,,_ T.__.�._ �_ f� s ,� /,` _ FILLED CELLS HND HORIxONTAL ~' ; ' : • F ' \ = _ JOINT REINFQRGEMENT Ib" O.G. ,,', - � " i f \ iT . S" THICKENED /r ' %m 'f � __. —f WITH 1-#5 CONTI I : 4 I-#5 VERTICAL DOWEL WITH STD 90" j � t. -- - EXISTINfa STEM WALL AND ' ` ,, BEND INTO FOOTING AT EACH �� i. COMPACTED, POISONED FOOTING B1wLOW r0 REMAIIN AS 15 a CORNER AND AT 48" O.G. FILL k � t r. � . , r I ('G hiGt7 56F'3, f?RIll bit AND R ".� � ` EPDXY 5/&"0 x 1O" THREADED STUB; * I X INTO EXIST.GhAJ.TI BEAMASTEN.. w �i lt;m 12"x20" CONCRETE FOOTING a Wllti 24 16d GOMhiON WIRE'NAILS .""____ _� � . WITH 2 -#5 GONTINUQUS m :.x I : d 1'-8" 3-�2xf2 m �, SEG I T11'P TIO G,4L N TH 5TlM V�ILL RU N�V�I / AXI aTN . �L B r. .. 1 11 1 } . 1 11 1 11 ir' . r. S1 51 r 34 .. ,s / .� _ � 4 I , / 4 O 2 iO SYP Na.z'L.,I *': v - r a, - r ,a, = <W/5 t'G��•(6d GQh1t�IC7f1 "� , F:: w .�: yF �u ,w d `; .r. rr a: �•. >, w _ w1��r1Ar .;�. ., , .. .. .... _ .� � *...,ri,. ... - ,„ a .. �. EIT. rfiy »a;' �.., 4. " `t• A A r'r T ac y ; .' a. K 4L \'t �,y `a -`'' _r 'S £. - xr2:9Y 1 un :i r 7 a '• .,r. !, G1 + li 2 {. F. _ f , �,. yy F u C �t. i II . 4, J' h t '•�- �. Y M Y., F 3! "a i. .S' r. i v - . C' tc' :''r• ' ��rr f.;. •/ c Q - .. . -..- , 6 i e , ,.;. ,. - t .h. t. ". - i = ;► 9 h 7 r` aG t ro-7 - n .� �' r X a �. f i n L y - .. f. , -•' Y .. . .. ,. ; .,. , _.' ,• ".-:" PGS: ,s l"�r _.r I I ., R7PfH8 4 . �4: , i l I <„ (nom IL, :;� EXISTING FO f ; 4 .` , M. OTIN6/STIWM WAL z' L t: cti r �. G vi E r t — 'r• ,. Jam'. . y V R �.. 'f ILL I� INTOE r• XISTNG FOUND. u; I 1 cy - a a EPDXY z P c� R G5 #5 x 2'-b" DOWEL 'I W/ MIN. b EMB I T :; ;�.f ED ( 48 O.G. � . C \ ; I K r 1 1 G �EMGO UNP A210 - . tiC ,.'r,'; 5 r. I r : , ", i � . LINE OF : o.. - d x "� NEW SPREAD FOOTING EXI5TING kD WITH 20'• 'I 11/2 6d , -., 4c n I CONCRETE �- - ,- NAILa(T'fPIGAL SLAB µ : , c 1 _ a: . .. _ 0 L•. 3'. ,.. - L EXISTING 8 ;-r '' z . G M.U. WALL DOU HE 22x12 AND 5LAB ABOVE GRADE y a - .-_ ,�.: 1- �:. r , 4 ;-' ` { . u : _ 2xl S u v' :t::. _ F� / i %, i / EXT1wNG� EX STING A `• - f v I WALL L _ . , ;, fi G _ 2x TO RAI'ET HEIGHT F 6 SYP.N0,:2 AT r EQUAL EQUAL `y �- Ib" O.G.OVERFRMN'G . LAP 24" MIN. - I rl , � : OYER EXIST.:ROOF I TIE NEW FOOTING INTO I 4- ,, . EXISTING SEE 3/51 . , I I-#4 1 " ;• , D81:2x12 SY0 NO:2 FTS(TYP j o ' x 1-6 I / cv , DOWEL AT 24 O G. MINIMUM 6" EMBED CrYPIGAt 1 I " `a 3 NSW .�OOTI Nc5 GONN�GTI ON I I _° y- " r- ry INST L 2x12 SYP tJO, 11 i oI1 I I ` w sI 3/4 I �,, BLOCKING • '4" 1 , 4 AT S I I 1 48' O,C., BACK SFfES I - I I ,� .� 2-2x12 (TYPICAi EAGkf ENDS - .1T81. 2x12 SYP` a j^ T ry 1 a I % �- 2 PG 5EMGo RTP6A824 I I STRAPS TO PAST ^�� . f � , � , - I i % a �.. --- � w m ] a I =- I SAWGUT CONTROL°JOINT I ,/j'/ , •• .k• p■■s�f r, . BRICK RpWLOGK EDGE N I 4" CONCRETE 5LA13 kJITH 6xbxlo/10 ';1 ,' , : . 4" GONG, SLAB ® 3000 PSI I WJ^f.F. OVER 6.MIL VAPOR BARRIER I ,:i; I/2" EXPANaION JOINT W/ 6Xb 10/I0 WWF I - I OVER COMPACTED AND TREATED FILL I •;,,iii (CQN7IN000S) ' 2 PG5 �t„K� - � � . FINISH GRAQE I I LEVEL WITH EXISTING HIGH SLAB Rt 'f�fi&24 aTRAPS IPG 5EMGQ 56P lir. I i ,; ; rt� z 1, I = (TYPIGALI' DRILL 8 d EPDXY . w' �- �`: . i I 5/$'0 x (Q' 7HREADEL ` �' 0. IPG 5EMG0 UHPFA21aD WITH STU©.INTO.E?f,15TIN :. BE Imo• -- - 8' GONGRETE MASONRY UNITS I 2O - 1od x 1 1/2• NAILS.('TYP) GMU Tl ,4Nt;' r FASTER W,�24 -Ibd WITH I-#5� VERTICAL AT 48" O.G. ' .�, ' L GOMhtON WIRE NAILS. I FILL ALL CELLS SOLID W/GROUT (7YP.) I � w; COMPACTED 1=ILL 8" I ��,� �,�H �� �""' � . ' I I I i i( I I - .W f. w :, Z .. M o I _ . I 51 8' TURNED DOWN EDGE I TIE NEW FOOTINfi INTO W Y 1 4 r.«7' I CiT lON THF U GONG. ��)V� WITH 1#50 CONTINuoUS I / L�XI5TI% SEE 3/51 t— S 1 3/411 = 1 1^0 11 I - -�. „-., T -- — --- ,' � � I,I �. 4 , I I I ; , ' I~I2MI NC PL = ' L- - _ —{ " _ - % /` LINE OF EXI5rIN6 � ASNM7a .IN z w CONCRETE SLAB I - I O t CONCRETE 0 , • t: 0 L _ -_"_ J STOOP ' ' O " //,- �r 41'x4" P.T. SYP NO. 2 POST " _ .. .. -- 7 » LONG. 5T1:P ----- _I , WITH I PG 5EMCO ABP44 WITH - �" !/ 1/2"� x 12" ANCHOR BOLT d • ' , 12 - Ibd COMMON WIRE NAILS 41•-4" 6'-O' j 4'-4' ' 1� ', (TYPICAL 2 LOGATION5) �.. . 4" GONG. SL.laiB t3RIGK ROWLOCK 14'-8" • r W/ 6X6 10/10 WWF ;, / . " i f NEW 4 CONCRETE DRIVE I 4 � '/ ,., . �� :; `' - W/BRICK ROWLOCK EDGE 91 ," � :'..; �_ �� a "'.. ROCK SALT FINISH SEE 51TE PLAN SHEET GI TYPICAL . COMPACTED FILL q" TURNED DOWN T�.ChIA�L, IT �" - 1 D5E r{ - , .goes�t _�, I i. Tt PL, r e DE91F�WO.TO B IS!CQII IN"HI,[H THE 5TANDARD5 E1Tf48L1�1�D IK'SECTION IfaP�-53 pC ['FLCm. "ADMINISTRA IVE CODE. er1 . 4N 2:THS MAIN WI FOUNp�4Tl N Nus �'`t�Eai's aY TEiMS ARe''LeaI�F] IN ACc VA IE- W,ItH SEGTfoN 6,AN51/A5G>r �_ (.�t,l lag3) 'MIi�IMU�g16N LoACK�FOR SGT I ON THt�U GONG. 71[c I Y� SGAL> v4' I'-o' L�uIL: IN ANQ arH : TrG �,�rQ:wirf{ST r1 wiNL Low Sl /411 .. 11_pll IATE1 WIT"A MINIM)M.BASLG WIND Sf'EED OF 1IO MPN.' r ar. ars t�Q::,, t . 3. TH 'GOMPONEI�CrS Atm GDINe ,HAVE:l3EIr(!k aI^I.EGTEp�4NP Tkil=1R USE IN ORPUf ATED INTO'THE DE tON4 5PEGIFIGAT,QN5 IN"A6C. ANGE WITH �a . �I �i til L c�L l SEG f iON 8 OE`THE 'MINIMUW pE51§N (OAt7 t=OR t3UILDIN ANR ETHER h r 4 BTT?IJ6.jURE�.�'�-MENrIONER IN:'NO(E"2, � or�,,n+�excl4mlvm M- . Wim... . . .. . _ .. - r.. - - _ : .. _ . ... _ - , r- -, ", 0'.. - , 1,�­ 1, .. .", -,I . .. , h. . . .. -­ *,t �,�'­"1� �,,- �-"�_ � W 1, .1" L" , ., -1 1 T"'ars T -1 I ­; ..• 7 (00REVISIONS BY 12 '/2" CDX PLYWOODSTRUCTURAL kt5l 2%4" OUTLOOKER 0 24" O.C. 'ALIGN UPLIFT C,ONNECTOR ' SCHEDULE ROOF SHEATHING FASTENED WITH EVERY OTHER W/ 2"xl 2" BLOCKING 5 8d COMMON WIRE NAILS @ 4" OC 4-12d TOE NAILS DESIGN IN ACCORDANCE, WITH REQUIREMENTS OFTHE 1997 STANDARD EDGE AND 6" OC FIELD. (2 EACH SIDE) BLOCKING MEMBER SUPPORT ..SEMCO CONNECTOR BUILDING .CODE. WIND LOAD' DESIGN PER ASC3 7-88 (JULY 1990) HURRICANE CLIP 1. LIVE LOADS 2%12" SYP No.2 RAFTERS @ 16" O.C. HCPLR ,O EACH UNIFORM LIVE LOADS CONVENTIONAL ROOF FRAMING, SEE OUTLOOKER COMMON RAFTER: DBL TOP PLATE (2)HCPLR OR (1)RTPGA824 TWISTED FLOOR 40 PSF ROOF FRAMING PLAN HEADER BEAM (2)HCPLR. OR (1)RTPGA824 TWISTED ROOF 20 PSF HURRICANE CLIPS PER UPLIFT (2)2x SYP #2 TOP PLATE WALL LEDGER �l�RTPGA824 UHPGA21000NNECTOR SCHEDULE. (1)TPP6 @ 12" O.C. INTERIOR BEARING 1 TWISTED 2. WIND LOAD BASIC 110 MPH 2"x4" OUTLOOKER GABLE END (1)HCPLR IMPORTANCE FACTOR 1.0 EXPOSURE lDl ' MEAN ROOF HEIGHT 20.0 FT 2"x12" SYP #2 RAFTERS WINDOW/DOOR JACK STUDS (EACH 1)RTPGA824 TO 3'---70" WIDE @ 16" O.C. HEADERS SIDE OF OPN'G) 1)RTPGA824 OVER S-O" WIDE ROOF PITCH 5/12 (22.6 DEGREES) TOP PLATE EL. +8'-0" WINDOW/DOOR DESIGN PRESSURE 62.0 PSF END ZONE 2"x4" BLOCKING 0 48" O.0 50.0 PSF INTERIOR. ZONE SEE ARCH PLANS 3 SPACES BACK INTERIOR PARALLAM JACK STUDS (EACH (4)RTPGA524 HEADER BEAM SIDE OF OPN G) 3. ALLOWABLE UNIT STRESSES: 2x8 SYP #2 SOLID BLOCKING A) CONCRETE - , DESIGN AS PER ACI 318 LATEST EDITION JACK STUDS FOUNDATION OR CMU (1)SGP-3 SLAB ON GRADE Vc = 3000 PSI CONVENTIONAL SHALLOW FOOTINGS f'c = 3000 PSI (1)TPP8 @ 16" OC (2)2x8 SYP #2 TOP PLATE BALLOON FRAME w/ HEADER BEAM AT ENTRY 4x4 POST (2)RTPGA824 ALL OTHER CONCRETE (U.N.0.) f'c 3000 PSI 2x6 SPF #2 STUDS 0 12" OC 4x4. POST FOUNDATION (1)ABP44 - 2x8 SPF #2 STUDS @ 16" OC B) REINFORCING STEEL - ASTM A615 GRADE 60 (BALLOON FRAME HIGH END ROOF BEARING WALLS WALL w/ 2x6 SPF #2 FULL DBL TOP PLATE WALL STUDS TPP8 @ 16" oc C) WELDED WIRE FABRIC ASTM A185 HEIGHT STUDS @ 12" O.C.) WALL STUDS SILL PLATE TPP8 0 16" oc _w < SILL PLATE FOUNDATION V2"0 x 10" ANCHOR BOLTS D) SOIL BEARING (DESIGN MAX.) 2500 PSF LIJ Z 0 3- i5 Fif w/ 2x2xl/o"` PLATE WASHER Z UJ 0 V) uj :0 _j V2" CDX PLYWOOD '/2" CDX PLYWOOD @ 24" OC E) ALL DIMENSION LUMBER. HEADERS 'AND BEAMS. SHALL BE SYP NO. 2 Z (1)TPP8 0 16" OC WALL SHEATHING FASTENED w/ CABLE END SIDE WALL OR BETTER, WITH -AN ALLOWABLE BENDING STRESS IN ACCORDANCE �! 8d COMMON WIRE 0 3" OC EDGE WALL SHEATHING FASTENED wl 'DBL TOP PLATE FULL HT. STUDS TPP6 0 12" oc WITH 'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION Of <0 8d COMMON WIRE @ -Y OC EDGE ALL STUDS SHALL <r < 8" CMU STEM WALL AND 6" OC FIELD. SEE FULL HT. STUDS SILL PLATE TPP6' 0 12" oc BY AMERICAN 'FOREST kPAPER ASSOCIATION. _jw SHEARWALL SPECIFICATIONS AND 6" OC FIELD. SEE " ANCHOR BOLTS DOM w/ #5 DOWEL 0 48" R SILL PLATE FOUNDATION V2"0 X .10 BE SPF NO. 2 (UNLESS NOTED OTHERWISE). ww wl STD HOOK, FILL ALL FOR ADDITIONAL REQUIREMENTS SHEARWALL SPECIFICATIONS wl 2x2xl/a" PLATE WASHER f�_ 0 _3 FOR ADDITIONAL REQUIREMENTS U) .En _j CELLS SOLID. BEND 0 24" Oc 4. UNLESS OTHERWISE SHOWN : ON 'DRAWINGS, MINIMUM CONCRETE COVER 0 _> = 0 z DOWEL OVER INTO SLAB 2x8 P.T. PLATE wl '/2"0 X 10" FOR, REINFORCING SHALL BE AS FOLLOWS: zo, , F- AND LAP 24" MINIMUM ANCHOR BOLT AND 2x2xl/all NOTES.- FOOTINGS. 3" 0 __j PLATE WASHER 24" OC 1) CONNECTORSARE SOUTHEAStRN METALS (SEMCO) OR EQUIYALENT, SLABON GRADE CENTERED C) 4" CONCRETE SLAB ON GRADE w/ cf) Q < 2) SEE .DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. z WWF 6x6 W1.4xW1.4 OVER 6 MIL 5. ALL REINFORCING' STEEL SHALL BE PLACED IN ACCORDANCE WITH THE Fy 0 2) USETHEFOLLOWING FASTENERSFOREACH CONNECTOR: VAPOR BARRIER ON COMPACTED FILL TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS PROVIDE TEMPORARY BRACING RTPGA824T - ', 20-flOd A.AND SPECIFICATIONS, ALL 'REIN'FORCING STEEL SHALL BE HELD 0 77 . . I . FAP18- 10-10dxl'/2 ' ' PLACING X_ X_x X_ x x WHEN STEMWALL EXCEEDS HCPLR 8-8d SECURELY IN POSITION WITH STANDARD,. ACCESSORIES DURING 4 COURSES EXPOSED 8" CMU STEM WALL, TPP6, 8, 8d OF CONCRETE. w/ #5 DOWEL 0 48" OC • I I i (�ISI I wl STD HOOK, FILL ALL 24 P.T. SYP #2 PLATE w/ 1/2"0 -x 10", TPP8 M I I- ANCHOR BOLT AND 2x2x/a" -SGP-3 5/8" 0 ANCHOR BOLT AND 24-16d 6. SPLICES - -IN REINFORCING, WHERE PERMITTED, SHALL BE AS CELLS SOLID. BEND 5 COARSES CMU 159 1 PLATE WASHER @ 24" OC ABP44' 1/2" 0 ANCHOR BOLT AND 12-16d FOLLOWS: (MAXIMUM STEMWALL) DOWEL OVER INTO SLAB MAONRY 48 BAR DIAMETERS AND LAP 24" MINIMUM CONCRETE 40 BAR, DIAMETERS 4" CONCRETE SLAB ON GRADE W/ (1)SEMCO TPP6 0 12 O.C. 12 x20 CONVENTIONAL CONCRETE WWF 6x6 W1.4xWI.4 OVER 6 MIL SHEARWALL SPECIFICATIONS 7. IF THE FOOTING ELEVATIONS SHOWN.,OCCUR IN A. DISTURBED OR FOOTING w/ 2-#5 CONTINUOUS UNSTABLE SOIL, THE ENGINEER SHALL, BE NOTIFIED. VAPOR BARRIER ON COMPACTED FILL _j INSTALL /2 CDX PLYWOOD SHEARWALL SHEATHING OVER 2x8 C) PROVIDE TEMPORARY BRACING Sw_i SHEATH .8. PROVIDE .ALL TEMPORARY BRACING, 'SHORING, GUYING OR OTHER a _x_ X-X x WHEN STEMWALL EXCEEDS 5YP. #2' STUDS'jDS 0 16"' OC. I FASTEN SHEATHING w/ 8d COMMON MEANS TO-.SUPPORT, STRUCTURAL ELEMENTS IN -PLACE DURING Is ff) EDGE AN 3 LAR 4 COURSES EXPOSED WIRE NAILS,. * 3" !o,G.. 6" o.c. FIELD.- INSTALL ,SPF #2 CONSTRUCTION. V-8l' BLOCKING AT- ALL HORIZONTAL JOINTS. INSTALL ONE PIECE SEMCO SGP.' 3 AT EACH END 'OF SHEARWALL, SEGMENT. FASTEN 5 COARSES &U THE SGP-'3 w/ 5/,,'�O x 12" ANCHOR AND 24-16d COMMON 9. VERIFY `ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. .'ARCHITECTURAL; MECHANICAL, ELECTRICAL AND PLUMBING WIRE NAILS. WALL S ECTION , TYPICAL SEE - (MAXIMUM STEMWALL) DRAWINGSIFOR, EMBEDS, OPENINGS SLEEVES, ETC. WHICH ARE NOT SHOWN ON CTURAL D SCALE: /4" 4 it-Ott ST140. RAWINGS.. _ I SW-2 INSTALL Vz" CDX PLYWOOD SHEARWALL SHEATHING TO EXTERIOR IL A FACE. AND INTERIOR 'FACE OF . 2x6 SPF #2 BALLOON ,FRAMED FULL 10. THE STRUCTURAL ENGINEER SHALL .NOT HAVE CONTROL OR• BE 0 Z < HEADER SPAN TABLE AND STUDS 12%20" CONVENTIONAL CONCRETE HEIGHT STUDS, FASTEN -SHEATHING w/ 8d COMMON WIRE NAILS .5 0 FOOTING w/ 2-#5 CONTINUOUS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, ® 3 o.c. EDGE AND 6" o.c. FIELD,' INSTALL SPF #2 BLOCKING PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE 0 sw 7 HEADER WINDOW/DOOR JACK STUDS FULL HT LLJ AT ALL HORIZONTAL JOINTS., INSTALL ONE =PIECE SEMCO SGP-3 CONTRACTOR OR ANY..OTHER ,PERSONS PERFORMING THE WORK OR FOR SYP #2 MAX OPENING STUDS AND TWO PIECES SEMCO TPP6 AT EACH END 'QF SHEARWALL THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN (3)2x12 41-Olp 1 2-2x8 3 �D L AR 0 U) SEGMENT TO DOUBLE STUDS. FASTEN THE SGP-3 w/ -5/8"0 x 12" ACCORDANCE WITH THE CONTRACT DOCUMENTS, A a (3)2xl 2 7'-0" 1 2-2x8 < l'-8" ANCHOR­.BOLT AND 24-16d COMMON WIRE NAILS. FASTEN THE Lj Ott I " I cn (2)2xl 0 3p- 1 1 2-2x6 TPP6 .w/ 10-8d COMMON WIRE NAILS. 1) TYPICAL HEADER SYP No.2 UNLESS NOTED 4 P BALLOON FRAMING SIDE WALL z OTHERWISE ON PLAN 2) NUMBER OR JACK STUDS AND FULL HT SUDS EACH SIDE OF WALL OPENING. NOTE: SEE DETAIL 4/S-1 FOR TYPICAL SHEATHING NAILING PATTERNS. r2 SECTION SEE FLOOR PLANS FOR ' SHEARwALL LOCATIONS. UPLIFT CONNECTOR AT ��2 SCALE: `/4" = l'-O" TOP AND BOTTOM OF INDICATES' ONE .PIECE SEMCO SGP,3 24" MIN LAP EACH STUD, SEE SCHEDULE 4. W/ CONTINUOUS A EXAMPLE OF UNSUPPORTED (UNBLOCKED) INDICATES ONE PIECE SEMCO SGP3 AND TWO PIECES SEMCO TPP6 FOOTING REINFORCING --- PANEL EDGE. UNSUPPORTED PANEL EDGE IS p A 4 N. MBE R OF FULL TYPICAL CONDITION UNLESS BLOCKING IS REQ'D H:IGHT STUDS BY SCHEDULE OR NOTES. INDICATES THE NUMBER OF FULL HEIGHT 2x6 OR 2x8 STUDS EACH NEW CONVENTIONAL CONCRETE E 8 CH $IDE. OF SIDE OF THE WINDOW OR DOOR OPENING. INSTALL TWO EXISTING FOOTING O-ENING, SEE • • • PIECES FULL HEIGHT STUDS EACH SIDE MINIMUM. AND STEMWALL FOOTING AND REINFORCING. P-AN OR SCHEDULE DRILL. 6" & EPDXY 2 PCS #5 HEADER, SEE x 2'-6" LONG INTO EXIST FTG PLANS GYPSUM BOARD HEADER STRAPS, OR PLYWOOD 4" CONCRETE SLAB NEW ' FOOTING. INTERSECTION WZ EXISTING SEE UPLIFT SCHEDULE . . . . . . . . . . . ON GRADE W/ 6x6 EXISTING NEW W1.4xW1.4 WWF OVER ROUGH OPENING NAIL SPACING AT 6MIL VAPOR BARRIER, SUPPORTED EDGE OVER TERMITE TREATED S ECTION A T F OOTING SEE ARCH SEE NOTES OR SCHEDULE • EXAMPLE OF CLEAN COMPACTED FILL r6 PANEL EDGE w/ .3 _O" CLIPS OR CRIPPLE ��2 SCALE: /4 1 BLOCKING WHERE HOLDDOWN AT STUDS REQUIRED BY FOUNDATION, SCHEDULE OR x x PRB DRAWN I 7 SEE SCHEDULE NOTES • DRILL 4" AND EPDXY CHECKED SUDS, ROOF TRUSSES, 1-#4xl'-4". HORIZONTAL CCK OR FLOOR JOISTS DOWEL 0 24" OC (TYP) ADDI-nONAL' NOTES DATE, Hn_ 3/23/01 1. THESE 'PLANS ARE DESIGNED. TO- BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION SCALE 4- 4- TYPICAL 16B-.33.007 , FLORIDA ADMINISTRATIVE CODE. AS NOTED co FRAMINQ ANQ �jTRAPPINQ AT TYPICAL NAILINQ PATTERN FOR SHEATHING NAILING TO INTERMEDIATE JOB NO. EXTERIQR BEARING WALL OPENING QN RWALLS SUPPORT IS 6" OC MAX, UON 2. THE MAIN WIND FORCE RESISTING SYSTEM •OF' THE NEW ADDITION ARE DESIGNED IN ACCORDARCE , E01--061 _RQQF,- FLQOR 6.ND SHEA WITH SECTION 6. ANSI/ASCE, 7-88 (JULY .199,3)' "MINIMUM DESIGN LOADS FOR BUILDINGS.,AND SHEET OTHER STRUCT ' A MINIMUM BASIC WIND PRE.S TQ THE WIND: LOADS ASSOCIATED WITH r4 K03 DETAIL DETAIL ., SECTION SPEED OF 11 1 MPH, ��2 SCALE: NTS ��72 SCALE: , NTS SCALE' /4" ..3. ' .THE COMPONENTS' AND CLADDINO- OF:'THE NEW.,ADDITION - HAVE, BEEN 'SELECTED AND THEIR USE dRPbRATEO INTO, ,THE'. AND, !SPECIFICATIONS. IN �CCORDANCE WITH SECTION 6 OF THE , NOTE: FRAMING AND STRAPPING AT TYPICAL INC DE_ SIDE) WXIL L v\IlL 47 r-I\L r Si 0 "MINIMUN4 DESIGN %LoAc)S, F ER STRUTS" MENTIONEDIN NOTE ;2. OR' .BLIIWIRGS AND Q* INTERIOR , BEARING 'WALL OPENING SIMILAR HEET OF I'vf. k eiz A ? k", 'A;, ,r t r. 1. 4. IT I !r; i WITH GYP: BD.'To • L I' • IG IIII7j 14 11 IIIIII .............7 WHI IRtPLA 1X15TIN5'HINVOW TINT' 'EXISTINE? CHIMMY "To PEP. INeIN,P4ALL TINT F60URTLE-16LA65— - ay, 04ER ICoRtm 5112 ROOF SLOPE SRMAKpAST OVENS EXISTING SHINGLE ROOFING N, PAMILY'ROOM, I5X15TIN6 SHINGLE ROOFING REF 'FASTENFIRSTFIRST 2X8 P.T. NEK NOOVI'STAtR6 Ro SYP,NO,2"STUD TO ��'INTO -f,' OT #JkA 'pm HALL,CMU NALL AS PER� FUR W,AP 114 ,�AF-T 52,STRUCT*AL 51-CE A NEW SLOPING STUCCO PARAPET Mto I PC 5EW-,Q 50P3(TYP.4 LOCATIO >VAULTED CEILIN6 REGE96 5itLVIN6 8E WEEN 2xa 57m* - WRAP,WITH>< 1/2." STAT 6RAM KYHV IMEMBRANE OVER SHEATHING �A 'x4'SKYLT.VULCAN NATERPROOFIN6 > L FURN. 2xb SO NO., STUDS IL AT BEAM BMRI86:CAOPPER GAUNTER 10 NEW FIE3ER6i_A555HIW7LE-5 1.0 (9 TO MATCH EXISTING L I SAME R O' OM 6w�yi%SYStEM, 6RA ITE (EY,014tfV ANFIL WOOD P,in, P L ANE It12 R4)OF SLOPE NEN STUCCO PARAPET 7-71 !R, BEDROOM MAVE IEXISTIN65 SHINGLE ROOFING I �7i-7 2x4'SKYLT UNIT HALL d-) I5LATE TiLE.NEW 2'x4' VFLUX 5KYLtOW5 WITH AT aNTR L NEW 2Lx4' VELUX SKYLIGHTS WITH ROOF CRICKET N FIBERa_A% REMOTE- BLINDS (TYP. OF 2)-5 OVER EXI5TINr_REMOTE BLINDS(TYP. OF 2) SHINGLES ROOF NEW Z<4' 5KYLI6HTS ABOVE L - - - - - - - >< 2xb !5YP NO 27 5TUE?5 0 161, O.G. I PG-5FMC0%Fr3 AND L J 5tI2 ROOF: SLOPE SIO - "12 ROOF SLOPE M. BATH ry!5�-TPP6 ATRIUM 'T w mw STUCCO FASTEN FIRST 2X6 PJ,:5YF NO, 2 510 TO'CMU KAhL As PER:ROOF STMTURAL S14EET.52 NEW ENTRY ROOF >< SEPROOM-00 41- : w EXISTING 5HIN(5LF- ROOFING NEW FIBER6LA555HINr5LES L41 OVER NEW ROOF FRAMING BALLOON FRAME,4& xb 3P= 42 b,.FULL HE16�VSTUI)5 AT\,l 2' OL.OPE 5:r2-ROOF 51- ,no NORK ROOM 4q �GK �ETE 901y I , . . . EWAY NIALT FINJSH 4 5151 CONTROL JOINT$ EXISTINe NO UNIT t BRICK ROMOCK\-R 5ORPr IGAL 40, OARA 4' OINT$40 WITH Rock<!5#pp x L - x IEXISTIKO WALK.. . Joe No,. ITO'REMAIN'STRUCTURAL NOTES y rr COIMPI� WE ITH THE.STANDARDS'L THE4 PLANS Ak 3E IN 1,ION I 6 ' .,W1.1/2' COX PLYWOOD 5HEAR WALL A5 PER 5TRZTURAL SHEET 52. I2-ALL,bAKA61W.140"S1419. MAIRW1N1?`WE-F-E 1, REPAIR NUMBER OF,FULL HE16W STUDS EACH SIDE 0F.OPENIN19. LOADS THMKT06H I!XISTI*N(�11� BUILVI 0, WSW ROOF PLAN - REMODELINC7 A95OCIATIER HIT , IHIMM BA 16 Witt 51"TE IPG SEMW Se!73. Imp SW EE WITH'O 56P3 AND 2 PCS 15EM60.TPP6. IAW,Tfe a 6400i fHEIR_USF SCALE 1/4" I'-O' I P6 SEMC E IPF.MOL T ry BAR 266L TILE r. 4x4 • • _ O,r , a ,� . GONc . • • r. iGA 6 P A ANEL N, N!mm ,2 IN NOTE. .; IIIII 1;7 . .. .. . ! fr .. 411 i7r - �•r ,} r w , Nk. . „ r. rf ! rrr •' v , a ,a r n. L<r, h aT T ." , .. r r RCVISI (SSU!~ t7hTtw< AREA OF ROOM ADDITION PARAPET WITH GAP FLA51-1I145 EXI5TIN6 ROOF LINE EXISTIN6 FASCIA RAPET 6ALV. GAP FLA5HINO NF.W 5TUGG0 PA ! (BEYOND) NEW FRONT PARAPET) LL E ' .. .(MATE 1 NEW FIAT ROOF.(BEYOND) EXISTING FASCIA (BEYOND) L6Ei� I i... EXI5TIN6 CHIMNEY EX15TIN6 CHIMNEY (BEYOND) -- - NEN NALL-- NEW ROOF LINE. NE i WOOD FA5GIA (MATCH EXIST) i i 12 �--- 12 - - --- �I 12 aCISTfN� I^Ii4L1. EXISTIN6 (.KEW SKYLIGHT 05 I _.._:. —.— ., —__ II; '- 05 t� BEYOND) b° STUCCO TO MATCH EXIST. FI BERSLA55 SHINGLES I( I r• I }' __ . -. _.- I I EXISTINS FISER6L.A55 SHIN6L.E5 ` ' I SLOPING PARAPET EXISTING FASCIA 12 I 5T i EXISTING FASCIA } I NEW 6ALV. FL.A5HIN6 , F EXISTIN6 FASCIA NEW 2k4' SKYLiewS Ii ,i • NEW CRICKET - SHINGLES TO MATCH EXI5TIN6 '� 2 PGS SEMCO I 1,_ • I : 6 2 PCs S24 Q o- STRAPS FROM EXISTING STLGGO WALL _ qq dJ �.$ RE BEAM TO POST � NF�I F.6. WINDOW IN �_ • EXISTINS 5TUGGQ WALL EXISTIN6 OPENING �� v I O I WITH D.E.P. APPROVED .. TINT FOR TURTLE 6LA55 in FIN. FLOOR I EX15TIN6 5TUGCA WALL . r EXI5TIN5 STUGCA WALL - I I PG SEMG0 ABP44 FROM MCK TILE_ON NEW STUCCO TO EXISTIN6 WINDOW FXI5TIN5:WINDOW TO REMAIN EXI5TIN6 WINDOW TO REM IN MSTINC•DOOR d 51DELITE EXI5TIN6 WINDOW TO REMAIN - , iS POST TO FOUNDATION CONCRETE STEPS MATCH EXISTING ACE EXISTING WINDOW TINT -PLACE W 17, iL .__._. �. _.._ REAR ELEVATION. (OCEAN) WITH D.U. APPROVED WINDOW TINT FOR.TURTLE OLA55 FRONT l� TION (fir Y) 5GAL51.1��4" = �t=0' CI %ALES I/4" = I'-0' o r AREA OF ROOM ADDITION - >wX15TINf FASCIA(BEYOND) ' w NEW FL:A5HIN5 STUCCO PARAPET, M I04 aR � I EXISTINfi ROOF (BEYOND) EXISTIN6 STUCCO BOXED FACE'(REPAIR A5 REOV) a VULCAN WATERP'ROOFIN67 MEMBRANE Q� SLOPING CAP FLASHIN6 +." IBER6LA55 5HIN6L1=5 TO MATCH EXISTCk ING f GRIGK>rT LIN)~ (Bil'OND) -. . EXISTING ROOF SHINGLESI - 2'x4'VELUX SKYLIGf�fa I EXISTING ROOF 5HIN6LC_S ' WITH RETRACTABLE BLINDS L o EXI5TIN5 CHIMNEY I FIBER6LA55 SHIWL.E5 I �� I •� . WOOD FA5GIA TO MATCH EXI5TIN6 TO MATCH EXIST._ X 5 IA ( I E I TIN6 WOOD FA50 2 PG5 SEMGO RTP6A@24 EXISTING STUCCO I� STRAP FROM BM.TO P05T WALL (BEYOND) ( STUCCO . STLGCrO WIN6 WALL I . EXI5TIN6 5T11" WALL (BEYOND)' STUCCO TO MATCH ex15TIN6 �-- EXISTING 5TUGG0 WALL '� I 4X4.POSTS.MAPPED. WITH PLYWOOD: d STLCC.O . III I I I f 1 I PG 5EMCO ABP44 FROM P05T TO FOUNDATIONZ CL IL 1 1 , EXISTINE I (JEW STUCCO I PC 5EMC0 56e3 NEW STUGC.O EXI5TIN4�i I BRICK TILE EX15TIN6 WINDOWS EXI5TIN5 O.H. DOOR TO REMAIN (TYP. 4 LOCATIONS) TO REMAIN 510EE AT Q U ELEVATION �IQi�TH� a ~ lu SCALE, I/4' = I'-Q" r, Ail Z 5 EXISTING CHIMNEY �.� (BEYOND) , z OTEXT rr _.. _ ._y. _._. _ - - - - - - � NEW 2'x4' 5KYLIeWS C� RE-FRAMED AREA OVER w ; ATRIUM WITH FIBER6LA55 I 2 f Ea 5HIN6LE5 TO MATCH EXIST. EXISTING Irr1 ,;' tql ROOF 5HIN6L I l EX15TIN6 ROOF 5HINCLES 2 5 I i 1 EXI5TIN6 FASCIA EXI5TIN6 WOOD FASCIA ( STUCCO TO MATCH EXIST Apra i I oNAL NOTE Joe Not e 1162-T EXISTING �aTUGGo WALL EXISTIN6 STUCCO WALL :.•, I. THESE`PLANE ARE DE516NEO TO BE IN COMPLIANCE;,WITH,THE.5TANDARPS ESTABLISHED IN SECTION IW33AQl FLORIDAADMINISTRATIVE WOE. 2.THE MAIN WIND FOR6eRE9ISTING 5Y5TEM5 ARE DES&WD IN ACCORDANCE ( WIT}i 5EGTION b,ANSI/ASCE-1.88(JULY w93) "MINIMUM E-5167N LOADS FOR rA I BUILpIN61 ANP•OTHER STi 1GTl1E?E5- TO WITHSTAND THE,HIND LOADS A55OEIATEI? WITH.A MINI" BASIC WIND SPEED OF 110 MPH. cnear vr; r-1,g� SLIDING 6I Ax DOOR EXISTIN6-WiNDOWS TO 3. THE CCJMPON (;ITS AND•ELADlaIN6,,HA''E SEEN SELEGTEP AND'THEIR U5E nate, 0-25_01 REMAIN (TYPICAL) INCORPORATED INTO TW DE-516N 4 SPECIFICATIONS IIS AGCQROANCE WITH SECTION b OF THE "MINIMI Mi VESI� LOA05 FOR BUILDINGS AND OTHER ID ELEVATION ( H) o STRUCTI�S' M>=NTIONED IN NOW 2. or►ceMaALe, Nar.to Ma 5CALEi I/4' P-0" II1 , Z-1 1 J . •n.' ., c• _ �n+' �j'` ,.1 rr .. +:r .r+•. .. . . .. r. .._„f+...,v r..r.. t,_. ,,.,:_ .... _ .. .. ., t•- .. .. ...,. r r`'. .. ,... .. a_ .,�....uh.. . ..xr ...... .4.tl6,.!x.. ...,. ti ..i.0. a..r. .1...c7 d .1 uw ... .a. .r .. i• .,e - :. .... ... .'. .., .. - .. .. .. ... :. -.. . '-. V 1. 21 , • _ - t - I. f�QOF�GEII.INFa .. .Q5-2I-Of. EXISTIN&FASCIA _ BOX FRM'6 I PG-5EHCO RTPE6A824.'TWISTED MODIF ED BI GAP FGA5NIN6 (B 'gN[7j ! TUMEN ROOFIN@ OVER STRAP AT EACH RAFTW I/7" 4t7X f?LYWC)D17`(350/351 SYSTEM) W RAO FLASHING'(BEYOND) . • NE STl1GGp PARAPET(BEYOND) . ; 'NALL LECENL _�. . . LAP fSPLICE,RAFTERS WITH NEW 1N4LL -_. _.. . _..._ ,- b PO5 - 12d COMMON HIRE NAILS �' °- — {- Y GOPPER BAR TOP I PG 5EMG0 UHP6A21O 4 I PC 5EMCQ RTP6A824 TWI5TED STRAP ON'2 LAYERS OF ® YENEER WOOD BULLNOSE [rD�E :� '3/4"`PLYW00D EX15TIN6 r, AT EACH RAFTER 1 -- L?cISTIN& ?BALL RAFTERS 2xIO 5YP NO. 2 CONTINUOUS EXTEND EX15TING PONY LEDGER FASTEN W/5 ROWS Ibd WALL TO 2 STUDS WITH R-30 BATT INSULATION ��---H000 BAR TRIM I �' DEMOLITION 2x4 SPF #2 STUDS fb" O.C. 2x12 S1�P N0. 2 RAFTERS AT Ib' 0L. �� 6RANITE COUNTER TOP 4 r ' COMMON WIRE NAILS 8 16" 0.G ,�� 2x4 5YP N4. 2 (TYPICAL) \ � W04D CASING I IPG SEMGO RTP6Ab24 ' O.G. TOPPLATE. SPLASH FURN. BY OJ!JNER 2X8 5YP NO. 2 GEILIN6 ,.JOISTS a 16 2x12 5YP NO. 2 RAFTERS � - � `\� 2-2X4 PLATE STRAP FROM STUD TO 5TUD _ " O , AT Ib .rG. _ 2x4 WOOD 5TUE6 2k4' VEGUX SKYL16tiT AT 16' O.G. - WALL / `$f i WITH RETRACTABLE BLINDS BY CABINET IN5T'LR ' I/2' 6YP" BOARD I I ! 35"-xIb.O" 2AE - ! WOOD 13A5E ;n I s GABINET5 CEILING (TYPICAL) I P °a- I J ' SELECTED BY 1/2" BEAD BOARD x HEADER OWNER I . ~�INSTALL 2x4 5PF #2 i 2-2x12 5YP NO. 2 HEADER I _ I/2" GYP. BOARD DIA60RAL BRAG" AT / 32" OL, FASTEN EACH i i 12 IPG 5EMC0 RTP6A824 WOOD BASE a ..: END W/4 -12d COMMON I/' TWISTED STRAP AT EACH RAFTER WIRE.NAILS t I q aA. E: . I , EXISTING PO L I i r:{ , - '2-2xb TOP PLATE (5YP N0. 2) WRAP NEW OPENI 1/2 GYPSUM,BOARD FRAMING TO REMAIN ? + { WITH FURRING GEILIN6 (TYPICAL) SUaPENDEP LIGHTING " i a r (BY OWNER) j I/2 GYPSUM BO � -- ---- 1SECTION THRU NEA BAR ESNCEILING 70 REMAIN ` I I� � ---� --- f i . MATCH EXIST.T. , BOARD HAN6(TEPOYER -_ AT ALS R-Iq BATT INSULATION VERIFY CONNECTORS . : �• . . 1 EXI5TIN99 4' MASONRY WALLS TO REMAIN u r ( 1/2" GYPSUM BOARD c I , i � � I ' .- ff 2 S TUDS '2xb SYR No - i I AT 16" O.G. c OPEN WOOD SHELVING + I ! v I Q Q _ -- r. �y GRANITE (BY OWNER) COUNTER I I I f _ _.....,,_... . _____ 1; 3/4" STUC AND BACKcnA5HCO _. __- .... C T ovER �- I/2" GQX PLYWOOD WITH 15 # FELT METAL Ap7) I TI QNA L N TE5 -DRAhER I I - -.- I _ _T_l� - +y I UNIT I f - BASE GABINET5(BEYOND) I. THESE PLAN$AR)r PE515NED rTO BE.IN COMPLIANCE WITH THE STANDARDS Q OPEN BELOW ! I , I {( ! ' I I I tSTA51-15HEO IN SECTION 165=33.00-1 FLORIPA ADMINISTRATIVE CODE. E o f I II ! ` � I, � I WOOD BASE I t ( (I I .T.'2x8 5YP NO. 2 PLATE 2 , . I I ! L.a�l J-� _ i_..�_ " THE MAIN WIND FORCE RE515TIN6 5Y5TEM5 ARE' IN ACCORDANCE . _ j .M I I I xl c5 �n -..: .- _ --._ - :-_ _ _ �.,:,,� -_ ' _�.-:_-:��-•�-�.w��.. .� _�—�:.�.-. - -- -_...__�._._�....�� - �-_-=--_L_�. ..�-:,: . .:-�-_- -�_= -�-- �-: -:- �.V�. I � .�._.._`_.�_...-- !--� WITH /2 � O A.B. WITH SECTION 6,AN51/A54E T;8&.(aH..Y Iq�3 INIMUM DESIGN LOADS FOR � . �. r FIN. FLOOR 13111LDIN65 AND OTHER5TR11GTURES TO WITHSTAND THE WIND LOADS A550GfATE0 WITH A MINIMUM BA51G. WIND SPEED OF 110 MPH. 'q '. . EXI5TIN6 CONCRETE SLAB \" �,�, \! 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR IJSE a " j \f CONCRETE SLAB WITH �. / \ a INCORPORATED INTO THE DE516N 4 SPECIFICATION$ IN ACCORDANCE WITH 4. EX15TIN6 12 xlb / . bxbxlOAO H.F.F. FINISHED GRADE SECTION 6 OF THE MINIMUM DE516N LOADS FOR WILDING5 AND OTHER THICKENED SLAB 8 xb..THICKENED ED6E STRUCTURES" MENTIONED IN NOTE 2. WITN 1-45 C.ONTIM)QI15 b" CONCRETE MASONRY o EXISTING FOUNDATION WALL UNIT STEM WALL WITH 145 VERTICAL POWEL AT 45° 0,6. FILL ALL CELLS SOLID A SUILLt7RNW SECTION L.00KI" HOSTwITH CONCRETE GRouT " p EX{5TING FOOTING �\. 12 x 20 CONCRETE FOOTING WITH 245 CONTINUOU5 EXISTING ROOFING 2-2xb 5YP NO. 2 , GALVANIZED METAL - FIBERCLA55 SHINGLES ON 7/16" OSB TOP PLATE GAP'FLA5HING - BOARD WITH 15# FELT - MATCH EXISTING EXISTING 2x10 2x12 5YP NO. 2 RAFTERS AT 24" O.G. R-30 BATT INSULATION (TYPICAL) 2x12 5YP NO. 2 RAFTERS AT 16"O.G. FIBEROL_A55 5HIN6LE5 ON 1/2 ;r 3/4' 5TUGC.O ON 1/2" RAFTERS, m COX PLYWOOD WITH 15# FELT Q GDX PLYWOOD W/ 15# FELT I PG 5EMG0 RTPGM24 / /� 2'x4`VELUX 5KYLI6,HT5 on" f 2x6 5YP 0. 2 PLATE WITH 3 TWISTED STRAP AT / FIL5HIN5 AND CURB PER ,y ROWS16d COMMON NAILS INTO ° MF6R 5PECIFIGATION5 3/4u STUCCO ON 1/.2 GDX XSTING FRAMING ry EXI5TINC-� TOP PLATE , z m - PLYWOOD W/ 15# FELT r / r.t - � 2x6'SPF #2,STUDS AT Ib".Q.C.' �� -. �`�E FLASHING UNDER \� 22x6 5YP NO. 2 TOP PLATE 1/2" 6YP• f3D. CEILING "POPGORN' FIN{SH EXI5TING SHINGLES EXI5TING OVERHANG-'-_ 2x12 5YP NO. 2 DOUBLE HEADERS R-30 BATT I( ; LL 2x6 SYP 1J0, 2 RAFTERS 0 Ib" O.G. � w TO BE REMOVED �,^ INSULATION ON" z �1 1x6 WOOD FASCIA R-19 BATT INSULATION yF 2'x4' 5KYLICHT 2'x4' 5KYLIGHT 12 3/4" STUCCO ON I/2" (BEYOND) (BEYOND} EXISTING ROOF FRAMING GPX-PLY. W/'15# FELT . " F I/2" 6YP5UM BOARD .-" VAULTED GYPSUM BOARD CEILING - EXI5TIN6 WOOD PONY _ � � 1 PG SEMGO RTPGA824 . 2x4'5 AT Ib" O.G. �,_. .� WALL FRAMING TO WOOD CORNER TRIM TWISTED 5TR 1 P AT�: y _ EXI5TING GYP. BD. REMAIN EACH RAFTED 4 z ' BALLOON FRAME WITH VERIFY UPLIFT CONNECTORS -'- EXI5TING FRAMING ¢ 2x6 SPF #2 STUDS AT 12" O.C. AT EXI5TING WALLS ' _ 3/b" AC PLYWOC10 PLATE LIN Y - EXISTING PONY WALL _ VERIFY UPLIFT CONNECTORS GEILIN6 (PAINT-GRADE) / a 2-2x12 5YP L E (BE OND) ; NEON SIGN (BY OWNER) 1/2" GYPSUM BOARD __ FRAMIIJ6 TO'REMAIN "-� AT EXISTING WALLS NO, 2 BEAM 3-2x12 5YP NO. 2 HEADER 2-2xS 5YP NO. 2 TOP PLATE' HOOD FASCIA AND �^ a,, STUCCO ' GLASS DOOR WOOD CASING W/ I/2".PLYWOOD SPACERS WITH 5EMC0 TPf'8 16" O.G. \ , SOFFIT TO MATCH 7 2 PG5 5EMGO' 2x8 5YP N0. 2 STUDS wl ow RTP 7M24 I SOFFIT PLATE LINE (BEYOND) •. Ix FRIEZE TO MATCH AT 16" O.G. STRAPS FROM I 3f,o" -�- -- `: {- "1 �_ EXISTING f, 1► f BEAM TD P05r 3/4" 5TUCGO ON 1/2" AM3.5"x16.0" 2.0E PARALLGDX PLY. W/ 15" FELT PAINTED 6YP, BD. PAINTED GYP. BD, PSL HEADER BEAM l AND METAL LATHS WF�RH I/2N GYPSUMBOARD 6 --- EXISTING 8" MASONRY UNIT ;$ 1^IALL WITH 5TUGC0 FIN15H 2x BLOCKING EACH 51DE ' I PG SEMGO 85150 , P.T. 4x4 P05T - I I I I ( I 0 32' O.G. FROM m > ° WRAPPED W/ I I I I 5TUD5 TO BEAM 5TCAME UCGO I I C AME ROOM I I { I COPPER COUNTER F,�M I L10 04M EX 15TI Nt5 ,4T�RI UM I WOOD RAILING .; i TO MATCH EXIST. SLIDING C-LA55 DOOR II IN I ` I PC 5EM60 ABP44 I I • WOOD BASE EXI5TING 5LA5 CONCRETE FINISH FLOOR LEVEL FIN. FLOOR STOOP _ __ EXISTING CONCRETE SLAB Y' \ \� T TO REMAIN u, .los NO, 8 I C72`7 FLUSH PANEL MOLDING SOLID RAI ED PANEL WOOD BASE " /✓, � �\ 8 THICKEN 10 SLAB / /L— j 4" GONGR!~TE SLAB WfTH �/j ;,z r \�� bxbxl0/10 W.W.F. OVER \ \�\\ \ \ \ C.M.U. 5' .M.U. 5TEM MIL V15GUEEN (TYP.) EXISTING FOUNDATION WALL (TYPICAL) WALL AND FOOTING ` `/�\�/\�i\\j\/\\i• ' ,` '• 2-2x12 STRIN6f�R /i�/i sY, MAD .' 1 #5'5 AT 12' O.G. E.W. \ \\ \� SECTION THRU ATRIUM DATE; 41-:25-61EXISTING CONCRETE DRIVEWAY ^-'- NEW 12'x20" CONCRETE e BU I L :G INC- SEC T I ON LOOK I NC NORTH A 11 �. (,-Qit FOOTING W/ 2--#5 CONTINUOUS q3 11 r u "I/2 THOM FLAW"Arpe-q%racu.t SIVE t� 1/2 = I' -O Or Pa.�,tHc,f�wv:meet rvcrr ra 7 loot . .... .. .- ..• .. .. .., a .. J. R V.151OW10 ).SATO - W�4!«L LE6�ND FIBER6L.A55 SHINOLE5 OVER S NEW ?4ALL 1/2" GPX PLYWOOD WITH 15#FELT 2x12 5YP NO. 2 BLOGKIN6 '�' VENDER AT 48"O.G. 3 SPACES BACK 2X12 5YP NO. 2 RAFTERS 0 16" O•C. (TYPICAL AT EACH END) EX15 `IN6 WALL 2X4 5YP NO. ;2 LOOKOUTS 0 24" O.G. L 2X4 BLOCKINfi �� 17EMOLITION CONT. METAL EAVE DRIP IX2 TRIM IX6 FASCIA MATCH EXI5TING Aj. 3/8" PLYWOOD SOFFIT T'. h r s R-30 BATT. INSULATION I PG 5EMCO HCPLR AT FIBERGLASS SHINGLES EACH RAFTER MATCH EXI5TING FIBER&LA55 5HIN6LE5 MATCH EXI5TING I/2" GYPSUM BOARD CEILING MATCH 2-2xb 5YP NO. 2 TOP PLATE, "POPCORN FIN15H TO MATCH 1/2" GPX PLYWOOD ROOF DECK EXI5TIN6 (TYPICAL) ! I--O" -y 12" GDX PLYWOOD ROOF DEGK # / MATCH �Ili-, WITH 15 FELT '-� WITH 15# FELT I PG 5EMCO TPPB AT 16' O.G. FROM DOUBLE TOP PLATE - ' 2x12 5YP NO. 2 RAFTERS 0 Ib" O.G. TO EACH STUD 2x12 5YP NO. 2 RAFTER-15AT 16 O.G. r r. R-30 BATT. INSULATION {,.r R-30 BATT. IN5ULATION 12 i _ - 12 ,. 2X4 BLOCKING ON SHEATHING JOINT CONT. GALV. METAL `. :+ �, r ,� CONT. C�ALV. METAL ., }�, 5 SAVE DRIP ; �, t" 1�\ EAVE DRIP 1/2" GYP. EDD. - �.. Y' -Y- PLATE HT. 1/2" GYPSUM BOARD :� ) (. -, PLATE HT. p 8'-O" A.F.F. PLATE HT. I PC 5EMCO RTP5Ab24 TWISTED . < IX2 TRIM I PG SEMCO RTP6A824 TWISTED 8'-0" A.F.F. p STRAP AT EACH RAFTER `;< IX2 TRIM T`, a r IXb FASCIA - MATCH EXISTINC•� STRAP AT EACH RAFTER ` ` IXb FASCIA -- MATCH EXI5TIN6 SOFFIT VENT TO MATCH EXIST. p + I PG 5EMCO TPP$ AT I6 O.G. 1 PC SEWO TPPB AT l6 O.G. SOFFIT PENT TO MATCH EXIST. �` TRIM IXI VENT2 TOP PLATE IXI VENT TRIM r p 2-2xb 5YP NO, ' ' 2-2X8 5YP NO, 2 TOP PLATE It-0,r 1X6 FRIEZE BOARD MATCH EXIST. r' u MATCH IXb FRIEZE BOARD - MATCH EXIST. 3-2x12 SYP NO. 2 HEADER WITH I/2' r 7 MATCH p 4 U ;~ PLYWOOD SPAGER5;FASTEN W/ 2 PGS I/2" GYPSUM BOARD (TYPICAL) ' ; >E -' 5EMCO RTPCvM24 STRAPS I �' r T y� { --NEON SIGN IN CENTER RECESS 1/2" COX PLYWOOD SHEATHING 2X8 5YP NO. 2 STUDS AT 24 O.G. t PROVIDED BY OWNER `< RAIL ' GLASS CABINET DOORS » EDGE: Bd NAILS 3" O G. 1/2 COX PLYWOOD 5HEATHINS 'W` =�-. I/2" GDX PLYWOOD WALL SHEATHING FIELD: 8d NAILS @ b' O.G. » MIL ' I�/2 STAINED PLYWOOP MILLWORK (TYPO EDGE: 8d NAILS A 3�O.C. # WITH 15# FELT VAPOR BARRIER m;' L BALLOON FRAMING WITH 2x6 5PF 2 u` R--Iq BATT IN5ULATION - FIELD: 8d NAILS ® b O.G. 1/2' PLYWb SHELVING ON ANGLE CLIPS STUDS AT 12' O.G. D DRILL HOLES IN PLYW'D AT 4' O.C. x 1 1/2' R1610 INSULATION (R-15) ��. BEHIND RECESS ONLY ��.. x ;. 1/2" 6YF%M BOARD (TYPICAL) 3/4" PLYWOOD PANEL DOORS R-Iq BATT. INSUALTION .�.* lit 3/4' 5TUGCO ON METAL LATH µ l:W.K9?aALdj 1Wr,;AW Aft WT TO 00 I PG 5EMG0 TPPB 0 16" O.G. OVER 15# FELT •- MATCH IPG SEMGO TPPB ® EACH STUD • ' EXI5TING FINISH/TEXTURE < 3/4' STUCCO ON METAL LATH ' 1/2" x14" A,B 24" D.G. 1/2"Ox10" A.B a 24" O.G. IPG SEMGO TPPB A Ib" O.G OVER 15# FELT- MATCH FROM EA. STUD TO BASE PLATE W/ 2X2X1/8" PLATE WASHER W/ 2X2X1/8" PLATE WASHER EXI5TIN6 FIN15H/1-EXTURE 4" GONG .SLAB ( 3000 PSI ) C 6Xb 10/10 W.W.M. 2X8 P.T. SYP NO. 2 PLATE 2X8 P.T. SYP NO. 2 PLATE Q ( DOUBLE 36" FROM EDGE ) r" 2X6 P.T. 5YP #2 BASE PLATE b MIL. VAPOR BARRIER I/2"4)x10" A.B. d 24" O.C. 4" LONG. SLAB W/ 4" GONG. 5LAB W/ W/ 2X2XI/8" RASHER bXb 10/10 W.W.F. 6X6 10/10 W.W.F. 1-#5 VERTICAL AT 48" O.G. BEND (DOUBLE 3b" FROM EDGE) (DOUBLE 36" FROM 1506E) OVER 24" MINIMUM INTO SLAB FIN. FLOOR ," FIN. FLOOR �o V FIN. FLR, ELEV. FIN. FLR. ELEV. - 0'-0" A.F.F. yam �� O'-O" A.F.F. GMU STEM WALL . #5 BAR VERT. 048" O.G. , 1-#5 VERTICAL AT 4b" O.G. BEND t _ - I- 5 VERTICAL AT 48' O G: BEND FINISH GRADE OVER 24" MINIMUM INTO SLAB 8" GMU FOUND, WALL OVER 24o MINIMUM INTO SLAB /`� �. 5" CMU FOUND. WALL COMPACTED, x"', FILL--- (9 MIL. VAPOR BARRIER ''%\ — — — POISONED FILL ° FINISH GRADE — — -- - — — -- — ZFINISH GRAPE —�� _ — _ _ _ — — GOMPACTE0, 1U f'� M +�M COMPACTED, v POISONED FILL POISONED FILL = r, LEVEL OF EXISTING LINE OF EX{5TIN6 LOWER LINE OF EXI5TIN6 LOWER „ ? \ �, LOWER SLAB ti SLAB ELEVATION SLAB ELEVATION (Z} -# TICAL WITH STD q0° " a ° I 5 VER I-#5 VERTICAL WITH STD qO° 1-#5 VERTICAL WITH STD qO \ '� BEND INTO FOOTING AT EACH Q s BEND INTO FOOTING"AT EACH CL p BEND INTO FOOTING AT EACH Q CORNER AND AT 48" O G. CORNER AND AT 48" O.G. CORNER AND AT 4b O.G. E,W \___(2) #5 BARS CONT. (2) #5 BARS CONT. v (2) #5 BARS DONT. 0 cn - 3 FENC HALL EF MINS METAL Q + 2 I N • 11r,. 1 T'�F'IG L gIC7�NALL 51C7�VV LL QUILT A4 3/4�� _ 1_0.I A4 3/.4.�� -- -oil A4 3/4�� � ������ F: r AVO l TI ONAL NOTES I. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE 5TANDARD5 JOB NO, 81 cJ27 E5TA81.ISHED IN SECTION 168-•33.001 FLORIDA ADMINISTRATIVE CODE. $HEart 2.THE MAIN WIND FORGE RE515TIN6 5Y5TEM5 ARE DE516NED IN ACCORDANCE WITH SECTION 6,ANSI/ASCE T'-b6 (JULY Igg3) "MINIMUM DE516N LOADS FOR BUILDIN65 AND.OTHER 5TRUGTLFE5' TO WITH5TANP THE WIND LOA05 A5506IATED WITHA,MINIMUM-BA5IG'WIND SPEED OF 110 MPH. r 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE cm*m>lr. HAD INCOWORATED.INTO:.THE PES16N 4 SPECIFICATIONS IN.ACCORDANCE :KITH SECTION 6 OF THE 'MINIMUM VE-516N LOADS FOR BUILDINGS AND OTR�R VATer '9w25-ot STRUCTURES"MENTIONED IN NOTE 2. TH M-AKS rok.Tr1�)9xGLV91yE t� L • . rww+aWa ptovioiowis" 17ATC NEW DOOR SELL AND CHIME NALL LECvEND w _ O NEW WALL EXI5TIN6 WALL -------------- x DEMOLITION REPAIR/REPLACE L16HTIN6 OVER 51NK i is II I I � � •, c SUSPENDED L16HT ' - -- _ ——_fit.-.�___:•-_���_.�_...w —____.___- ___— -- I . I / ABOVE POOL TABLE _._.Ip o I ELECTRICAL LEEENV CULET AT 6'-0" I I N A.F.F. FOR NEON DUPLEX GONVENIENGE OUTLET �- » 516N BY OWNER MAN WEATNERPROOF I]UPLEX OUTLET I I I HALF-SWITCHED [7UPLEX OUTLET _ - _ _ I WALL MOW-EP' LIEHr 4 d I LIEHr 5WircH GEIL.INC, L I6HT a I CANNED LIGHr Q E-rEVALL L/0--HT a �J I GEIL INE FAN / I GEIL INE FAN WITH LIGHT EXHAUST FAN EXHAUST FAN Wf TH L IEHT —E7 —_- -j TO EXIST. L — _ __ J m p C] SWITCH00 SEE EXTERIOR LI6HTIN6 _.. I I I r.K SCHEDULE � I L J I Pam" EXTERIOR LISHTINS v GATA�Q�,# TOTAL QTY. tL5 I�JATT MOUNT,_HEI61-IT �� uJ BEEGI3 WITH I P1.13 13 SOFFIT ® 8'-0' A.F.F. 5510102 EYELID l i NOTE: ALL LI&HTIN6 TO FACE LANDWARD 7 I a�. �. r < J IL ow r�-3 wV ADDITIONAL NOTES I. THESE PLANS ARE DE516WO TO BE IN GOMPLIANCE WITH THE 5TANDAR05 ' ESTAH1-61-IFD IN 5EGTION Iba-33.007 FLORIDA ADMINISTRATIVE CODE. 2.THE MAIN WIND FORGE RE515TIN6 5Y5TEM5 ARE DE516NED IN ACGORDANGE M WSC ITM SECTION 6,ANSI/AE 1-88 (JULY.NO 'MINIMUM DE-516N LOADS FOR BUILPIN66 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOAD5 ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MPH. 3.THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INC R1�TED INTO THE DE516N d 5PECIFICATION5 IN AGC,ORDAIZE WITH SECTION 6 OF THE 'MINIMUM DESI6N LOADS FOR 6UILDIN65 AND OTHER STRLGTURE-58 MENTIONED IN NOTE 2, I JOID ria, 8102°"7 ..._..�....-___..__-_._ pRAYwN l9Y, MAB PAM 3-23"-bi EIEGTRIGAI PIAN - REMOnEIIN6 rum PM rr. a TOB e O!'��.Ir1G,"A1i>a'A'AR!!W".70 HC RL"PRpDUG�D 5CALEs 1/'4'.- V-0'