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360 3rd St 2013 plans modify ceiling
REV1810148 8Y Project Data Square Footage Information: Conditioned Space N..b • SF Uncondtioned Space SF Urienclosed Space SF Lot Area SF -•----------------- WINDOW INSTALLATION (METHOD A-1 ) (including Wetlands and ---" "--"-'-"- S OF WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. a Bodies of water) FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. i project S•sr* pez SECTION A Single Family Dweltirig THROUGH NANDOW JAMB STEPS hroJsot mat Informations IN WATER SHEDDING FASHION. I STARTING AT THE BASE Of Site Area Nor SF THE WALL do WORKING TOWARDS Proposed House SF THE TOP, INSTALL THE WRB TO THE FACE,OF THE SEALANT BEAD-, Driveway SF SHEATHING._ BEHIND MOUNTING FLANGE. Lot COverege ®APPLY SILL FLASHING APPLY BEAD OF SEALANT AT BACK OF WINDOW Struoturo Height do Number of &Worts*: FLANGE k SET WINDOW USING Mean Roof Height PAN HEAD SCREWS TO SEAL THE WINDOW FRAME TO N FACILITATE INSPECTION. OPENING. APPLY A 318;" NOM. Number of Stories I. r, APPLY BEAD OF SEALANT AT DIA. TO THE BACKSIDE SIDE JAMBS. EXTEND 8 1/2;" INTERIOR OF THE WINDOW ( ) II) APPLY JAMB FLASHING FLANGE. IN LINE WITH ANY 000ai Class: • 0 Li APPLY BEAD OF SEALANT PLRA PUNCHED HOLES OR SLOTS. 3{ noy p a w AT HEAD FLASHING Residential Group R3 APPLY HEAD FLASHING ® SEALANT BEAD BETWEEN c Appiioaltsio Conies: I7 JAMB FLASHING FLASHING AND MOUNTING ✓ z Z . l-' a CO il- National Electrical Code 2010 ® FLANGE. Florida Building Code 2010 g Q =v APPLY CONT. SEAL TO THE MOUNTING 0 C E-N QVQ I i FLANGES AT THE TOP (HEAD) AND =^W j SIDES (JAMBS) OF WINDOW. EXTEND r" 0 (Z)REMOVE PREVIOUSLY APPLIED SEALANT AT JAMBS 8 1#2." ABOVE ® National Fire Prevention Code 2010 ii e o I TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. THE R.O. IN HEAD. EMBED JAMB it J `�; ®APPLY NEW SHEATHING TAPE FLASHING INTO SEALANT AND 1I of COnsrtruotMan: Q•� Q O > FASTEN IN PLACE. FLASHING OVER DIAGONAL CUT - SEE G Type:VI Z Ct`y N 2 DIAGRAM. GOES OVER SEALANT). a IO SECURE WRB F Un-spnk!d a W aY AT HEAD 1 Wind Zone information: "ie�s -- 14P FLASHING AT HEAD ,� __ tea_ _ — Ik11eIrR+lurtialis Irtforrnatlon: �� EXTENDS 1" BEYOND JAMB FLASHING. Concrete(normal weight-28 days) 3000 psi Q Q 1 0� ( �1 Reinforcing bar ASTM A615,Gr60 W Welded Wire Fabric ASTM A185 AHEAD FLASHING , Hollow toad Bearing CMU ASTM C90,Gr N-1 nO I EMBED BOTTOM OF THE HEAL) FLASHING AGAINST STHE EALPREVIANT OUASHING APPLIED Anchor Bolts ASTM A307 or AW SEALANT OVER SEALANT). EXTEND VWIds AME70orE60 HEAD EACH JAMB FLASH BEYOND I Wood Members for Beams and Posts #2 SYP ti ® FASTEN IN PLACE. ' Wtoxo a embers for Studs 9�PF or better Index of Drawings.- 6- rawings: j 1 6-neet ®MB FEXTENDLA MBI FLASHING NG A ! 1 I c L.a1yg PG�tt,I� TEt1 T6,11`tj TO OVERLAP SILL apr IS FLASHING. EXTEND JAMB FLASHING 8 112:" 1m Ih ABOVE ROUGH I `_ OPENING AT HEAD. A + •� ' TUCK TOP OF JAMB FLASHING SEALANT UNDER THE FLAP OF WRB AT THE G ' HEAD. SEE DIAGRAM. SILL FLASHING -- SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, f PLUMB, AND LEVEL CONDITION. USE CORROSION �® RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. I Wind Load Notes' cul WEATHER RESISTANT 9 "` BARRIER (WRB) Codes: Florida �, ode10 and ASCE-7-10 AT A 45 DEGREE ANGLE. CAREFULLY CUT THE Ultimate Design Wind Speed Vult.: 130 m THE BOP EDGEF THE BARRIER ARRIER ON A DIAGONAL. GENTLY AND RT PEE THE g Pe Ph TOP CORNERS AND CENTER TO THE EXTERIOR Wind Importance Factor: 1= 1.0 Building Risk Category: II WRB SURFACE ABOVE. INTERIOR VIEW Wind Exposure: C I� TOP LEFT CORNER OF WINDOW Enclosure: Enclosed Building Internal Pressure Coefficient GCpi= +.18 or -.18 Wind Pressure to Components 1 Claddings(Mean Roof Height 15') End Zone=6' Zone Effective wind area(sf) Wind loads(psf) - - - ( / I �7 FLAN AI l� ► �L,,,, OV f 1 t �/�� �!� ( T�OtA Positive Suction Interior 10 +36.7 -39.9 — - 20 +35.0 -38.2 SEE NOTE BELOW EX 50 +32.9 -36.0 15TING 2X4 5TUD WALL : End Zone 10 +36.7 -49.2 (��� 20 +35.0 -45.9 tUJ 50 +32.9 -41.5 100 +31.3 -38.2 EXI5TING 'GONG 5LAE3 +^ 211 — -- - ------ -------- -- Note: : . . .. � 411 --- - . . . AWS Design Pressure-Ultimate Pressure x 0.6 or Divide with1 6 ELECTRICAL -----_ 4 - t414 1 NaY CaUr'L.FJC IRFGEF'TAaGLE elNca!E 1�Ci!= vAItGH O ' 4 IEW VAUL..'T Mb e-ai LI N* - % ftA W B -O I!vv ,EX VJ suit talp'D �i3 D WAY @11111 GH � LL� 111o?Y t?UF°LR"X GROtRtD FAU!_T oLATGid W17H pf"'II;m 1 ��! `'�^1- o" avy Dur Lzx WATER t0CF.. L' S K%,r L til 17 ! ^d� J : #5 EACH DIREGTIG _ "� �— W - --. .0 .ASOY FMGCPTACLE �1 FAAt 12'-0" SQUARE + Ct�lMER TAP PLPI-Ex FAtf t L 1W COMBO 3 I=.JG1'ST 6.1�I,L FPI' OX-eB b � Or— RCCEPTACLE Mcf"E-o + 410 APF. C J "I,:TM BOX , rt i RLOOR 1'IE7Ak4r ReGar�TACt.[ � omor..F Pnn--YTQrR q �j�� ( � ( 1 4.g x 1 l,' LVL) 1 PI�GIGATIM CIRCUIT Q CAbL8 TY �cL"i��Rty�`T� -�- siLlr+c:rlvwr rNCANaasc o ri-ICNL� C 1��''I- 64 1 L.( N11 T11 ��MAI N fl v C LNT •. Ott D19G91AIEt;7 ,� 1� '.ADDIT{ONAL 'SPOT FOOTING DETAIL-. -i. I watt.MOMT INCArIpsSCENr r rE CD' O fi+:T�f 0 F� x G� T t� 5GALE: 1" = 1`-O" rj •( - .IiEGE4AAk:10 RrCAldIrJE9GENT nrAT f 1 7 v Y '1�` e. 1sAFAaf 109TAT t N�W L 4-n 1 � A"T I N bt GAT ' � `' ` L.: • -C�f•� 'WATi"R IWFtf?t7P 1NGANpEt4CENT �f p 1. Q BFEAF�Ef� EYEt3�LL r•--- ELrr&rRtCAL rA VI. EXTERIOR FLGIOD LIGHTS 8T� CEILING FAN WRE-WM) 1L� FLIiCP oL ENT Ali; ?alrz�LJIRE�p TWE SUFrACE OR r EivAHT 01 W I N�� R (`'�©�•! b ��.Ir'Lf' �'b WAt4T TRACK L*Hto W/ FA 19 �� � � � �U T PI R�Tj`"'t z OINAWN e> CHNCKEO � Y I I OATS 7 1 -1 13 SCALE ' ;tr A s Jon NO. FILE COPY 1 . .RBST . f REVIEME D FOR CODE COMPLIANCE a CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS. o F 2 SHEETS ' REVIEWED BY: //`7 DATE: 7~ 3-/3 i � I , 111111111/ REVISIONS BY I . KAY NOTP-6 C t2,ovG;14 C—tP pAF2:r 'ZXA --i;'TU P t L.L: ice'. [AV 60 r7 _ 17 His J540 LU m�TfA Pte'^' ' 'r® +• ON P w 11 Cf') I 1`x/10 tt >e t N40 L-N/L. wm M w/elw • It -5,ILA91 t 14 cen xTI W/ 6 .WAY I tIrv, CALL I M 13 L _ Qr I'I 5W LIej�tT , t 14�;-f6A LL A P 1 N4q To teo. � I ST I.N /-\L L no'Nu F r> t ;. TION l j A•Z t tt l � 1 IV a) ZX 10 ZI 34 t o I • � :K . K1Fle;H 1Rr, a1A.1 HI Gam`L.U M N M b PA - -�aT,A1 L J 'I, d H UG4 m_ CONVEENTlOM FRAME ROOF AREAS-SHINGLE ROOFS Li • 1!_I Sun Tatra for too•2 SYP P'..f1wss. 4t 1 tai Ceiling t. -24 pts LL,1ip .s DL ' �. (•�• SIZE f2-ox. Irox. 2r ax �L. A-Z 1 I Q WiCh Pry O 20 Pf LL,16 P01M Stu 1 'ot— 1€664 CL I tion T"16i;fa Mo.i SYP Fla "9 111 Pk III KA L€.,10 pd IX ORQAIA/N lir— i 1�° � TTr ---- fit- ( I CHECKED DATii $ t i'dFt�ii1 (�:i efi' SCALE rAa&to*Wh lrsa&q Writ WKtl SST:HM Cliff 4 to 1W lapin. l o:ri g than IX span U0 Stru t LTS 2. Jos No. 2• A,!Mrd and vaitg2s chat!ht orad{1)iwrrinal slat larger than ajoininb raftrA, 3 fd't Mitis to ceiling jatz r�'sih k-.1.31'x 31A'raai L.a •. �' `i � ''�, ��' 1 G j 1� N T=RAM I FLA K 1/4"'1 '' Ott sKsiiT 4. it li r urs to plaLu whir 3.1&d common malls. 5. All rafteis and Ctiliq}dist shall be No.2 or Bt.SYP. C OF '� sNtETs