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1846 Selva Grande Drive REVISIONS BY n H2' j 10110.6. it1 1--1 OLV f_ � � is \� \ 2x(P a \ V I 19. \\ � -i•I �;..r> ,� " t�lN D =X1ti Q ��UV S�iVI/(IV � o w 6 ate , aha. a� c USW �� II L , m •vsI w }N III VIA r.'.�_`.H�'2. ��K � `C° C'UC 75 r f, l.1/a+t�i, I N F Ft�'�IT .% L {//-/ ,'``' rl�til r•'T Uex GC 1"► N ISN I G7 0 R -- - - - -- -- --.�:. w m Wind Load Notes: Wind Load Notes: Codes: Florida Building Code 2001 and ASCE-7-98 Cod ta: Florida Building Code 2001 and ASCE-7-98 Basic Wind Speed: 120 mph p p (Wind-Rome Debris Zone) Basic Wind Speed: 120 mph (Wind-Borne Debris Zone) Wind Importance - 7 Factor: I - 1.0 Building Category: II Wind Importance Factor: I = 1.0 Building C tegory: II Wind Exposure: C Wind Exposure. C ' Enclosure: Partially Enclosed Building Enclosure: Partiall nclosed Buildin / Internal Pressure Coefficient GCpi = +.55 or -.55 Internal Pressure Coe ient 70i = +.55 or -.55 Wind Pressure to Windows/Doors: Wind Pressure to Windows Doors: i I End Zone = 10 End Zone = 10' Zone Effective wind area(sf) Wind loads(psf) Zone Effectiv ind areas Wind loads s Positive Suction /, Po ' ive Suction Interior 10 +41.0 -43.6 Interior �; 10 +41. _43,6 20 +39.5 -42.2 , � � t �J 20 +39.5 -42.2 l- \ 50 +37.7 -40.4 50 +37.7 �, -40.4 r.// -7 03 100 +36.3 -38.9 I i Cly 100 +36.3 `,-38.9 [/ � J End zone 10 +41.0 -51.6 End one 10 +41.0 X51.6 N e W ; - 20 +39.5 -48.8 20 +39.5 -48:8 -j 50 +37.7 -45.1 50 +37.7 -45.1 100 +36.3 -42.2 100 +36.3 -42.2 j TIE ROD ANCHORING SYSTEM 1. Threaded Rod: I '/2" diameter A307 continuous threaded rod epoxied into the concrete % I i `3 ' foundation and placed vertically through the double #2 SYP top plate / f where it is secured via a 3"x 3" x 1/8" steel washer and nut. r j 2. Exterior Walls: Rod shall be Installed at each corner post and at not more than 6 feet on ' center thereafter. The rod should be embedded not less than 4-1/4" into min. 2,500 psi concrete with Simpson AT two-part acrylic epoxy or-equal. A 2-1/2" edge distance should be maintained. The nut shall be tightened to +/- 25 pound-feet of torque. For two story walls, a coupler should be used to join two pieces of rod together to create a continuous path from j 1 j __ I I top plate to foundation. 3. Interior Walls: ! I Spacing may remain 6'-0" o.c. but reduce uplift capacity 490 lbs from 535 lbs unless stiffening sheating. 4. Tie Rod Spacing: Roof truss uplift: 0 lbs - 1,000 lbs - Rod @ 4'-0" o.c. Interior - Rod @ 6'-0" o.c. Exterior 4 1,001 lbs - 2,016 lbs Add 1 Rod adjacent toTruss _. _._ ._ . . -.-- _-._.__-y ____ -.._-------- -- _-- _ _ _ - _-- - _ -- -- -- -- -- -- _ __ _- _.�_.__ ��► __ . ..__ . _. . . "'' ,�:r,..-..�....«��soa•ar= DRAWN 2,017 lbs & greater -------See drawings PA �F1D1F0 7F-R AO? l I V N E_X I t)_t(N�7 Ct O V 7� CHECKED DATE 11 3 0 SCALE 0 V4 t4 JOB NO. .•` 1r. LFF ���,�''�' •'�F�C �• ,I♦\. SHEET 1i ♦ 0 ft •.�'% + ,�l� OF SHEETS NATIONAL PR/NTFASr NO. 186A.2406••� REVISIONS BY tiv� 1✓tr� �'+.�:U i 1?0 I y I l rn A E IL2 LU W 7 co CM • t ; � � � + - i U J 12 d -TO - �C I hT I!•�Cs �1 � - 2 10 LJ Igz 9 OF NORM- I I ! I I + � t l�l�l S�tPl�� r I Dl,?I vF--fait,- _ I 12 x I'L CCV Ij�IMP�otJ � �`•- �/ �� � � YF I / IN47 WA-!�,WeK. n�K firW4 All ky - i DRAWN CHECKED DATE i SCALE Al: As Hot-J N JOB NO. 77/7 SHEET ++1+ ON....•NO�� OF SHEETS NATIONAL PEVOTAST NO.188A-2406•»n gl,�11 •t' REVISIONS BY I • N F-V1 - -, - F_XISTIN (� FANTo L PECK{ - - -- Z TITLESHEET FOR ',,j, .\ �' � o THE-CITY OF A7LA��_ B C,4-E E INFORMATION CONDITIONED SPACE FIRST FLOOR- 293.3 +4_ • CONDITIONED SPACE'S . �. � • I_ - . J ECOND FLOOR ty/A a .�}. - _.— ``�V .. � ,.' " '! "` _._ -- CONDITIONED SPACE THIRD.FLOOR , Nva ci I p • UNCONDITIONED SPACE' t�(A c �- •, _ N t'�. i1j (} ,� UNENCLOSED-SPACE WA w n pf Ol O �vUfs � L• LOT AREA(D(CLUDING WE•i1.:ANDS&BODIES OF WATER. N/p c � ZSTRUCTURE AND-NUMBER OF STO T S W w C 10. Vv p„ � b' � �2' O,• a a� �! MEAN ROOF HGT. 23!a, J C a -j NUMBER OF STORIES 1 m i �XI�TIt�CO �r r�C–rl ! ' N WCD ` -- I ♦j/ MAURIAL INFORMATION - . � �iac C J J J. I ROOFING(MATERIAL SHALL MEET THE REQUIREMENTS OF CHAPTER 15, " m U. ` FLORIDA BUILDING CODE). a m �R rCI uoV\ c� ROOF-UNDERLAYMENT-ASTM 4869•TYPE i ' a ROOF FLASHING-.26 GUAGE MATERIAL FOR DRIP, RAKE CAP & ro I N . ` �► VALLEY - - ROOF MATERIAL- FASTENING-REFER TO STRUCTURAL SHEETS ! z TYPE OF CONSt l('rrnJu. . • .. _ ~_._.__ . . 0 - • TYPE VI UN-PROTECTED • UNSPRINKLED = WIND ZNFORMATi(iN:.: ... � -: 0 _ G�� REFER TO THE STRUCTURAL_DRAWINGS FOR.THE WIND ZONE INFORMATION. p • tp i I E PROJECT LOCATION _ , . z ., I I r APPRO)IMATELY3a FEET FROM THE COASTAL-.CO.NSTRUCTION: G I. TI'T'L-e er, 51TZ f A14 WA4L Fac . PC-&'W �L.tgG1L�.�.L 4 crl __r 1.-OOC�_ �I,�iii �N D � L E��"� �C..�t, �,�, • ��l_ '1/ TT - Z. �!.>P�IAT►�• 1<'�F l=€�•M1t�Cs, •aC-t�Tlf�l1 ,4r,� " , AI'G- r-AULT itJ AL-L_ [.�feLLJ3�a tJ!J t"i IgE, SLI . ELECTf�IC,4L LEGEND ---t : � IIDV DUPLEX RECEPTACLE SMGLE POLE 5UTCH j • - 1 'n\ � IIDV OUPLE•X V2 SWITCHED � 3 CJAT SWITCH t 110V DUPLEX.GROL"D FAULT et:HTCN WITH D"-mm _ 1, ENERGY CULAIIONS. ILL, Or 110V DUPLEX WATER PROOF CSL z f� 77DV RECEPTACLE m EXHAUST FAN I` —_ _— — -_ —_ ---- 2.TRUSS ENGINEERING 0 COUNTER TOP DUMLEX 0 FAN/LIGHT COMBO I i � RECEPTACLE"OttlYED • 47•AFF. OJ _MICTION BOX OBER FELT INGLJ S FLOOR t CENT REGEt>TACLE TOKF DETECTOR ( R E C E I v DEDICATED CIRCUIT 0 CADLE TV ` I II Ji /- Xc 058 ROOF DECK N +�(\����1 CEILtJb hlOtflT INCANDESCENT 4 PHONE i Lr' /X�2D r-�rC�C�(,� ,�po.c. ON EDGES. IJ3' LJ �!�' �f /� 7 1�_ t]' DISCONNECT I ` v/ 2- N' r W�1 . CITY OF AT1_�1 ' h,!:,Fi O LL PI IN FIELD U.O.N. W j -6iX 1O V 4po-G• P{ WALL MM"T WCMIDESCENi 0 METER, - I 7 11'- ✓J BUILr�,���, ; �• �. nr� N PROJECT SCOPE Ctl FEB p 3 2005 � � � E ( ) / c` RECESSED hICANDESCENT ,„„ I ADDITION TO SINGLE-FAMILY DWELLING ` LL 8d COMMONS � a THEra,osTAT .i) ''^^ ,�t `/�/ vU•M-�t•-�l ¢ WATER PROOF U•ICANDE5CENT O• SPEAKER - 4 W 1� �'vI�G� 'W/ 6,,x60 XV)I:j X �^�� Iry 1. U!W 1= vel M I!-> `JP;pOK QCCUPANCY CLAtS� ! �C • Nb R-30 INSULATION IN EYEBALL m ELEZTRICAL PANEL O � �,f � y�,•,,,.r� FIS OeC1D •' BY: 7 V (� CEILING RESIDENTIAL GROUP R3 0 ]� EXTERIOR FLOOD LIGHTS '41) ; CEILING FAN(PR£-WRE1 • i , I FOUNDATION NOTE• -,, . . FLUORESCENT 7UpE DOUBLE 2X6 NO. 2 SW TOP PLATE. - i -•• • • — - FASTEN 1N/(2) ROW5 rod COMMONS SURFACE OR PENDANT4'— I W o.C. STAGGERED (U.N.O.)MIN. I✓� rTOUNi TRACK LtGHTs A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE-SURVEY 1 2 X 6 FASCIA WI ALUM. i I yy SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE OR ALL Dc DRIP t ALUM. CONT. 24'EAP W/(12) I Od W/S IrJ LAP. a PROPERTY MARKERS SHALL BE EXPOSED AND A TOP ON EVE TO STUD WI SPH4 W/(12) � I STRING STRETCHED FROM VENTED SOFFIT I Od ON EVERY OTHER STUD. (� ( MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. Z EXTERIOR O FINISH# EE CONTACT INFOR ATION• ,( �! OR TY)OVER 15#FELT ~ '� OR'TYVEK'BUIL: WRAP CFrF�ECT ENGINEER 'fG 058 OVER 2 X fo SOF#2 STUDS 7_ I W o.c. FASTEN OSB W/8d BOX —' _ I/2'G.W.B. __------_ ..._.. • -- � ` .1J.] RECEIVE © FIELD IEL TYP. U . ON EDGES. IS O.C.IN 5 x ICvlim 24't��G. DF;IL_,,l crry OF ATLANTIC BEACH FIELDTYP. UNLESS OTHERWISE I/2'0'TtE R•OC. - l�R.�U'r 1t7 �yl�, (h((�r .(t BUILDING BZONING NOTED ON 5HEAR`•'/ALL LAYOUT �O BUILDER #2 SYP PT BOTTOM PLATE TO STUD W �PDX Y • q° Et•16E� , Ir i g R•1 I INSULATION IN WAL15 , � JAN 2 _ O I � 7 2005 SLOPE GRADE 4•CONC. SLAB W/GXGX 10/10 WW ME5H ON f VAPOR BARIER OVER CLEAN, MPACTED FILL ((0�� {� _ PROJECT LOCATION MAP .. - I AI �1 t-1 i I G'x 20' 101JO FOOTER W/(2)#5 CONT. INDICATES PROJECT LOCATION _ APPROVED CITY 01- At LA.%I iC 3EAC _I1�1, * • � BUILDING OFFICE =�i I lir- lil=llilil- 1i1=1► xt��"IN b Aoipt-CION FEB 0 4 M5 DRAWN CLEAN 4 CC'Vlk_-7f0 F'LL �fF I CHECKED r �i I 120 DATE O 51NGLE STORY EXTERIOR WALL SECTION Q,��+ I 3 4 NOUN�A'TioN t�'1,fN (Y I SCALE SCALE: tl.T.S. i, 11 I-ID ,Qy t - J s}- 1 ( --`>�>x •�lo ISN \itt JOB NO. \� a 41 Iltli 1 lO 12� .4�nTlfi��'. '��tv SHEET f• •/ •• , 2gg 1 • ` ►Q x / o •t. Rroh NATIONAL PftVFFAsr, Na tc� 186A•248.+. r1 `' r=:`e- �l�1 OF SHEETS AF 12864 H O LU _ 0 { N LLI 0 i °© LLJC r) m 3� 0Z Ess z 01*4_ off, ro i N . 1 rim I � � 3`��x\3 �� L �M •w� - FSM . ovESL �G o/h �.• � .._ _ -- - GPG• C-�oE2- l �' o/N D �• Ni -f - ---- -_�------- -------- _ ---_ . . ,- I Z 4' Q� I I i Z ��C7 -- -----—-- - - - ---- �' / ® I G � nnnnnn cr= 0 ,0 >m OR ca COMP • si-\- t'L -i UL. 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