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Beach Avenue 239
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RM '{, � r' 'TIRM I0~1 I mwmm SCALE . 3 } 1 - O �I "W � ,; H ' t C .f q '. f L, I+ 5 L A L E n x ( Qu 7 A L +� ( � - O" jS " , t a ' .w ,� R: t i t �%• k A P 8,1 4l l .1 .i. ,* A ; . . 0 r ��,;;a' - --- i + ,a� r i. 1 v � I F; `h,► IN o 0W 5 r. HE VU4E ,j I1. �, F` ikliff , .�� " J� +`: w ,, i` ! M A P. e N , W �+� x 2(r R. O. Ij'- I " 1 V I $ 1. ;., ., ''� C� _ 1llP'PROVED I � ► v.eD c'' :" _ - rI , ;, r y• r OE ATLANTIC BEACH __�.�_. a ► er N T �,, < , I ,; � e xa. «v x ^. CRY i t >r .,, . Y II a i % y, W 2 2b R. l N 3 5 E OFFIC IN(3 r ., , � ,.., - BUILD , a ! 3 lire . i 0 it ,.. ', +'S Perri !1!lIMI' #yrEdnir•fir !! !' °Ipi t -:,: . as well Condenararr aoi.le to have >Eferir$ite coating. Installation UG 2 199 t�� w as all requirements of the Atlantic Beach Building Department. eshall include one year warranty on all labor and materials r-. 0 I to (except filters) , Plus four year warranty on eoslpreSsors. All + ;*" % Imo___ _ .__.___ _� I• SIL et rtl ell be 0"Otreotr�t With ftw saftrials wrork >arust ltre in accordance with rules and regulations of the 4' '1 F I x IE o OVA I., FZ• o, 2t - L" a. V t t- I I'' W. !I � . ,� ' of the best quality in accordance with the plana. Workmanship , National Board of Fire Underwriters. t M j eh +,�. n F ► x E p R o U N D J R.o. 1 - I+ H. r< I V W. �I I all be of the beam quality. .�� � 0 . S A eartetriar car steaks, sidi'r4 to a two coots of ,7; et W - G L 2 4 2 8 , 'R,a, 2 I 11/i i. H, 9 4�. to %" W. �P pTRLANT C g AGH 1 L ' , ' z> 1.101 . ft"' to to '.del mit . eaCt+1!!"ibt n s 1Mbod Protector All exterior trim, sof f itt, CITY OF I ! lock*eU'to be oil-rubbed barge fiinish by &*I"*. Ir"terior facia and railing to have one coat of Sherwin Nillianrs A-�8a �; " c « s r o M 5 ! z t 5 4 I 0 t N Qr W 1 N D o W $ PLANNING &ZONING OFFICE locksetet to be antique brass finish. All exterior hinges to AlkYd Prig and two coats o! Sherwin Williams A-100 latex. A G 09 199 �� ! ` . . iIK Ieavlid brass fvs front doa�r and h hot-dipped galvanized ft�rrr All exterior window and dour trim to be back prized before �► a r 5 : a P ALL WINDDwS 1`O ' 11 AVE POLYGRON FINiSN I -._-..�.--- ._. 1 I" Woaa q�rrage doors and gates. installation. 5 1 N 6r L E (Ir L A Z R 0 -%. STOOL Date (� 6A Cr 8 GLEAR :•' '�• `� Column bow 1I d R u E l v I o E b 6 ► G H T 5 N a 5 N a I � .P A I N r e o . '� �¢ i to 'etlhhrlq�tl�r ar 'ap as'!�>E to be hot-•,dippelx "Ivonixed. A11 W! S T'oRM P A M E 46 1 r Scale aluminma f laahi to be enawel coated altemimsll, gAlg �E 1 �}.,I�`; ,,r 4 ' a;ppr*V*d squeal. ticirtside corners should be tsvnstrc ted ws tK1 , 1"" ' % (.r a 1,. D �� � �° brawn . J 1 M 1 All exterior nails to be either stainless steel or ,, � � ;� ,: ]ternate, averlsep pf shitlzgles between succeelsire cottrees. ry hot--di galvanized. ,' , n % ,' 11� Acive Ref is f lush drat not $o the head c:ru:t:hes the wood.. PPS ` �.. AUG - 1991 = �� ' Iind E �b {$ T 1Sheet � r..— ..-.ate--...r __—_.. •+1 _ " N 0 S A 4 3 P,."F Building and Zoning , ' 2,3 R r ^�:, �Gl�►iT ��at��- . 9 t , z ` r r r'Y'. L,t I,� dh ' ' M a II 14 X 76 FNIN"►[p pM W.1PAp1 Gl.EA11,'11/MT. .. "f 1 11EVIMMS BY ; "'l; i,qo Iz, A I V1 'I lol. 12 s a r I ID y I i, I �V ....... 60 A Sri**K .............. ".4 JZ'f WOOD �4t cr s vvmr. A A � i. 4 � ....... ow FAI, wr , ro ^Ar & 14 ',j ROOF tA 4 NX ....... -77r_ PA it a K If 4,,�;.�-� j us ................ at 0 & J. ; , - I . ...------I'.- I t. I I__J. Iw a 0,1 c. A L C- 'rot i m Ty P.) WINDOW 1 r 01 00) —0 4 V*A 04 J'14 k D I N & a * 4 ?,.,t J. 0 1 A. )b lk'Al 9 it T, 4 p ot� 74 f X ST 1 14 3 47 irior I D 3t C, 1 0 A 11k. ib OT A- 1DRACK 4 s 15 OT. , A k r s V� 71 J', ilw V 14,iK 0, 74 A 7� 0.- mo, 11.0 lk E 1) I oll WI 7gI ISBN ......... 9 1 1 ST I N 6r 0 91 6TI 46- Srv&&& Pwar Vi, F F, N C 1 14 Cr j, VrVC9UL"Ir 0 r 'A 1$14 - V I Id I L, W A S H 6 ss's A L v m i r A x. P, p k im 6 1k, p p,I m 0 it c.ArA L I I f 0 4ATAL'Vt10 6 PDX Y o P,w r iA A P4 PAINT. PAIINT INStDs owmirk TO SfLrrr�r e_otI �04 10 ,�l 4, e- 4 41, _,�7 z r T 9 x T oft It ST 4_!- (D7 0 A /A. A 6 P,&I. sm I Aar kf: fp 14 011 - 6 . ..... ............ 4 r woo 5'j; 1A 0 yt I ------ . ..... _j w 0 ID a LOLI 0 9 lk t 4 4. '6. A K ;,4 A 15 44 A V. f Ll I t) 4 to Or 15 M 7- 4 �s, 04 104&1.9 s low ........... 4. Y -A5 !kT t v, WOOO 41 A Ilk i 44-_1 . 1- .__ FLASHipier f, 0 r r r OF WALL. CAP TOP ICU 4 S4S C-5DAPI a PA CKUVT I C, s G A L 6 6 cWta 0 sc" Y /A 1A 4;4 job A;� 7, V 04`A V'.!�� v Shoot Z I L I �4 J r Ir 4 6F16, 24 x 36 10911OFTIED ON 000.10DON CLILAIIIII REVISIONS By i.W < 9' - 3" 10 C. 0 T A F I K 6 D 0"C.. 1 2 4 W ONT, W/ 1:00'ri 14or a LOW El J:' 4p 6 L.A 15 it 11 1 V. I.F. + C.a w r, W/ Foar s N 6r C ELL SOLIQ 4- K to m T L A 5 REIF, W/ 4 04 - 'lop 4 W 1 4- W W F 0 v 6 FL OR e.o r eo R IE I F. W 2 & L 0 K tr it I s r 1 14 ST 9P-Y ri t -T M OT F Ft Ov 1 0 5 W '7 C-* Wt-. SLAB W' ABOVIF ELEYATION of: E % isrjocr 5 L A 8 A 10 ExMng G Floor Plan Fidtindeffion Plan j OR A L 0 A L T11 STI 14 dr GaNd., WALK. ...... PL.- p'i Y. F, om m M ....... PPLOV , OLP 'Wn .(r A lk it*# A 0 0 1 ri 0 W A L. F I Li. 4 Ik f bit I LID ... .. ... EXISrIN (r COMG. x N 6 W op, I oir X. Y A 10 N. 4 1 i6r A M,A N 0 s 0 0 0" W. APppovEn CITY OF ATLANTIC REACH PLANNING&ZONING OFFICE AUG 09 1991 6 A L 9 Onto z 5 9 5 r-Ac 14 AV. Scal* MA r LV EY 0 F � ar 3, SLOCK 27, PLAr so, 6 0 D I \1 I S 1 0 N A Drown j AN. Ar L. A N T i C, 6 5 A 1, H A 6 K 1660 R 0 E 0 1 #4 P 1. Ar A Cr 6 (o 1 0 F r H E C u R.R F W T P u 8 1. 1 1500 K 5 0 job fk F &I ONO$ OF 0u\0 A L d OU W T%( , F 0 KI 0 A. AUG -81991 Sh"t '41 p1ma Building a nd Zonin -tAiht 24 X M P"$WMO CM POO.1000H CL&APWWW REVISIONS BY I JI 1 d+1 :r �r ,A, " s n Z i 3 S 4is S � 3 . 2 to 1 - ' x to 2 - 2xS 2" 2Mio 1 t r i 4 r f+ Z -fix ip - Y 1• ,Z 5 16, a r5r A f f 2 10 Z . y I o -•- .... 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Ty � •" 1. �► NA, Q E p R M a D p 1 T 1 0 �! � , '�I�11yrr' r p 4 / a' ,r rs //O r ._ F 92 . . . .. .r a' �t (; Z � ,. , . p "v S ! ,: r d e. ry t r r. s e "T ,. - 11 ,,. 24 X 30 1410MID OM 114.11000M CIEA#WMM'I• STRUCTURAL NOTES 1 . DESIGN LOADS: 20. P.S.F. A. ROOF LIVE LOADS: B. FLOOR LIVE LOAD: FIRST & SECOND 40. P.S.F. C. WIND LOADS: 0 - 30. Ft. 110. M.P.H. STANDARD BUILDING CODE - 1988 D. SOIL BEARING: SEE NOTE 3 . 2500. P.S.F. 2. MATERIALS: A. CONCRETE: DESIGN ANDCONSTRUCTED A.C.I. COMPRESSIVE STRENGTH - 83 ITEM @28 DAYS FOUNDATION 3000. P.S. I . FILLED CELLS OF C.M.U. 3000. P.S.I . B. REINFORCING STEEL: CONFORM TO ASTM A-615 GRADE 60- C. STRUCTURAL STEEL: DESIGN PER CURRENT ADDITION OF A. I .S.C. 1 . SHAPES AND PLATES CONFORM TO ASTM A-36 . 2 . WELDING ELECTRODES CONFORM TO ASTM A-233 CLASS E70 . 3 . CONECTION AND ANCHOR BOLTS SHALL CONFORM TO ASTM A--307 4 . CONNECTIONS NOT BOLTRD SHALL HAVE ALL CONTACTING STEEL SURFACES CONTINUOUS WELDED WITH SUFFICIENT WELD TO FULLY DEVELOP THE THINNER MATERIAL. D. FRAMING LUMBER: SOUTHERN PINE PER N.F.P.A. , NATIONAL DESIGN SPECIFICATION FOIL WOOD CONSTRUCTION. 1 . SAWN LUMBER SHALL BE NO. 2 @ 19% MIN. M.C. AND Fb=1200 . PSI . 2 . STRUCTURAL GLUED LAMINATED TIMBERS WITH Fb=2400 PSI . E. PLYWOOD ROOF RND WALL STANDARDZAND SHALLLRBT0 E �2" AMERICAN THICKNESS PLYWOOD ASSOCIATION APA C-D INT. WITH EXTERIOR GLUE (CDX) MIN. F. CONCRETE MASONRY UNIT : CONFORM TO ASTM C-90 . MORTAR SHALL BE TYPE M OR S- G. WOOD FRAMING HANGERS SAND STANDARD HURRICANE CLIPS SHALL BE SIMPSON "STRONG-TIE'" OR EQUAL. 3 . SOIL BEARING: STRUCTURE IS DESIGN FOR A UNIFORM SOIL BEARING OF 2500 PSF. RECOMMEND OWNER HAVE SOIL ON SITE INVESTIGATED BY A ENGINEERING SOIL CONSULTANT TO VERIFY BEARING CAPACITY. S K ENGINEERING ASSUMES NO RESPONSIBILITY FOR FOUNDATION FAILURE DUE TO ACTUAL SOIL BEARING OF LESS THAN 2500. PSF AT FOUNDATION ELEVATION. AL AND 4 ALL PLUMBING STRUCTURALWORK KSHALL AFFECTED VERIFIED BY MECHANICAL, F QLITPMEN:C BEFORE PROCEEDING WITH STRUCTURAL WORK. J 1 1'7 7p r