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159 Ocean Blvd 2014 new house N 89'2454" E 124.98' (PLAT) 0 o 0 r- 0 Z2 co co if U) -El 1:1 j4 El-L] Ell El H [A 4-1 LOT 4 I r 0 —------1—T i BLOCK 31 Q) W 124.34' (PLAT) S 89*�4'4j Q') c" 4. -�04 -"0 U3 –4 M-0 M V)(Ae V) FL >m c SA �11 N 71 7- RESI E N C E r-�=-M's>�o 0 > o 8 c=l c:,c) �rl 40%L HP :m z SO ,.,cn,, >r- -01 Ll §j a :� Fi,-,�G)2 0 –,5 P g5m 5 5 2 (D > tl- CX cn—t- 5- mn —fo!z Aa 9 UCEAN BOULEILV"ARD , —ATLANTIC BEAC M.. 00- IV7 cD n: 35 40 45 50 0 41. 10 15 20 25 30 w 0 m I 1 9 1 1 1 H-H-kd�W id.%� F L 0 R I D CD 01 GRAPHIC SCALE Z 2 ECORAIN SYSTEMS ECORAIN SYSTEMS 10 20 40 14320 VENTURA BLVD#402 14320 VEN I URA BLVD 9402 SHERMAN OAKS,CA 91423 SH ERMAN OAKS,CA 91423 RUN 10 P y ln!cV-7145 PHONE-.t8 -7145 NUrF A�SHPALTC`;5: IN FEET q,�, 16.0 I.Com 1 inch 10 ft. Ao ,,,E -A -ACH A�VENUE 118 ER-501 ECORAN w = 10 SINGLE TANKS (TOTAL VOLUME= 517 CF) '23' (PLAT 8 TOP ELEV- 13 0 I' _HN SHS_ _SOR145� W 0. 0'(PLAT) BOTTOM ELEV--. 11.52 23"Y_50JOO'(PLAT) a a rN ;m,-71 . :1: g 9 A! I I I I I I I A I I I I I �l lUTEO UNIT BY B-111BOORA. 'All--HIT EROA [FILTER UNIT FOR ROOF DRAIN w CONNECTION(TYP.) 12.00 BARB INV. (PER ECORAIN DETAILS) �,%OROAPISLSA L 15 I.F.-I 2"- PIPE 'Ivy INV. 12.0 AT. g EFI��QITS�NWRE�TtN�IDSB�EM��ORRMSOF�0. 1.THEISAS ICEMk�,IWMONLY.�E�RCTEKIIE�S�Q�IMIIEIIIEM�WONT. Z TH I EIFERT.R-INR.1-1-DRITIONALINIOR-N, INSIAL TINTOBBOOkIPLETEDINAOSORLANCEIR-TURETSWE-ONS. ,""��T�NWHMM�EDI'�CO�A�EWITH�U�TUR�SW�V��1U,13. PROPOSED I AU.BlO=SAREOSR BEREOMEANOREFLECT-1-SPEUPICATION& 5,MLIFENSIRRSAFECONBIDER-MEMO F-T NUNHUSPE-N,N1 HOUSE SO NOT ..-SCALE B-1 L THESE Co�IA=��F�C�TIONP�OSES�D�NRIN��NIURKSESUNLY.ARINFORFAMN C�MDH�BN��ENT�NETII.ItUD5EMI�MM�B�R-'�EDMD�PRMEOU�EP�DUCI N AAS OURRENTAT THE 7LE OF II-L-2ENT BUT HUME FEVEABO AND WPRWED BY THE PRUSUCT UANORASTIBERTOSESSNSUMBOASOURATE, -NUFABRURERPOR-SIDERE-I.- U.CONTRACTORSNOM-PRO UGTAAWINFSPYISIT.,R(. E.-'�MPRDMCTMOWKI�NDRMIJONVISR�.��fl.�f� NO TO REFERENCE.U.Ill.- WERENCE BASIC PERCOLATION ECORAIN TANKS g (�7:) PERSOJOHONTROX01 TALL-CONCEP7 DRI-TION TAN-STELI BREI BIORAN TANA SINGLE 60 ER-501 ECORAINO B H R.IWNSATEFIB.13 (TOTAL)VOLUME PROTECTED-GAYRO-3- -CADd�WS.- -CADdBOR-i INV. 120 263 CF V TOP E E - 13.0 12" BOT OL 2o L.P.- T A ELE III PIPE V Lu INV. 12.0 ECORALN SYSTEMS ECORAIN SYSTEMS FILTER UNIT FOR ROOF DRAIN _j 14320 VENTURA BLVD P.402 14320 VENTURABLVD#402 CONNECTION(TYP.) 10 'PER SHERMAN OAKS,CA 91423 SHERMAN OAKS,CA91423 PHONE:(818)905_7145 PHONE:(818)90�4145 -.R." PRO INV. 12.0 PPOSED 00L .OR- p 01-1 OL.OESTEATILEANUBSIERAIRIPLE.E.-IF-\ EC INBULBEHITHER-11-H-LARIBIBLOU.-IFFS BE AN,FREVENTSAID.SSILORD-FROUENTEPONSPHE LARSE-INCYTOUT 5 IT-r 0 _TEK SEE FRONT ELPAPTI ROLON LEINIAN1 0 K (TOTAL VOLUM 6 ING-E IAN S 0 I Y LCURAN IANKLAPREFLATE ONLY _EV E 2 r3 TV TOP ELEV 13.0 -1 B I-RANARE-I.S.] \-F_ASE2NETHBFASH) FFEIN$PEBOONl FORT TOA1019 C-OF TFI v BOTTOM EL 11.52 < I --,l-SELL MINI INN-P-SO HIT OUT H- $AT PIPE IN-TILE[POSTIOUR FILL-ST'ILAYERAT PIPE -tNTHARPOPER-EN, 35 L.F.-S" INPXTIET 1-1 z 3 PIPE Q 0 0 K INSTALL ONLUTTER ECU-N E-�,GECFM PROPOSED AONNSTECO M AN ORD-C N SIDEPLEMILRI GARAGE INSTA-LAGANSTPLIST-NAGE-ANDASERYPIP r, uj U) 6 IkIFORNONTVBATER ENTER- EGOHSNN TANK SYSTER OUSTSEFIRTERED 10 OY 11 ri� EIRROTHI-11.10OPIRE"J'S., *HY-W 0 BL- CONNO-EATTIL-R- INV. 6.0 CIRLB.I.I.-RAN-H. GEST-LE PROPOSED lz 0 -OPE-ERRII-NAGE ELLS-RST INSENTPOPEINNUEFEETRIPENEN-NAGEGE-M DRIVEWAY FRONTELEVATION PANNSATMETTSURETI-IRDNANDWRAP 1--i-EANUARBOR.S.11DE CHOREPHLE-ILNE.-BU I �F]PLUSESQU�RECE�M8�CII�XMT�A9OST. N DO-U BY S-EATUFAIRSAICENTER-NIENOUNLET STOPFENDIN.7 FABRICIVROU 111-SE UREFLAP 1�-�PLAT) U PBSTORFEELEDGES- P-BAN.011- B-FILAR-1-BAFETIR B E) B.NNEL-S YARD DRAIN EX. SIDEWALK ECONNNTANY"N-CUTLET SEPMLYSHHAIL FOR VIRF LOW PERFIFEAS LJ%j NOTES- TOP 10.50 1.S-E�RTTI�RADVIORALIN -N I.V��TOBECOM�DNXCM�CE��TURMSSPEW��15. 2 INER LLA N�$EMWLDEDI'�O�CE��F�URL�SVE�IWON� FLEM�-�Nll. Z�W��'S�CCN�DERED�UE�RULECTIMUF�P�RSSPECIFI�T*N� 1:-S.11�11111 111111-1111-IOTFANUFASTO-MFICAl- 6 SO NO E-E SRAYNINS, LON 4. ESE U-NGSARENOT FOR-SRUCTION PURPU;ESANLAREfOl 11-TION PURP'SSESOILI-INKINVATIOR 1.TWO LP=NGSARENOTFOFCLN5�CTIONN��S�MEFORI�RW�IVIWD�S�LY.�NFOI�ION PRU-CUPiRENTAT TIETWE OF-FIBENT BUT MRSTEE RENIEAPS MIAPFROYEDBY THEPRODROT BE 1.U.11.11-BBERELASOURAll UFACHURETHUBECIINSIDE10AX-OL BE. < -T 9 N WIWI RS NOTE FQPPRSLVOT--PART S, REPEPERGENUMI-1. .-ENUFSE-11. PIPE CONNECTIONS PIPE CONNECTIONS OCEAN BOULEVARD ER1215;BCORAIN-INHETIOUPLETHI-GERPIPEASSEVULYSETAL (B.OF-UP A') �1K%EMMIN"CCNUPT�CE�SMLO]WE�RPJHW��IWSQ- L P,oj_-d N., IRS ,CENTERLINE RFAS�PALT D.�i PBd: D..RR w-CADdefas- PROPTE-SY-INFRT-VICAD-11-- ,IT CADdBSTB... A AKIN NOTE- THE E GRAIN SYSTEM MAY BE CONSTRUCTED WITH ORE THAN D.t. GVEL AS ALLOWED BY MANUFACTURER SPECI MI ONE LE F CATION TO jULY 2014 ECORAIN DETAILS REDUCE THE SYSTEM FOOTPRINT. THE VOLUME OF THE SYSTEM S-1.z NJ.s� OR N UM BEN OF TANKS WILL NOT,B E REDUCED AND THE COTT CM ELEVATION OF THE SYST M SHALL BE AT LEAST TWO (2)FEET ABOVE THE SEASONAL HIGH GROUND WATER TABLE Sh.., .1 - Z; HAN Q cn N 89'24'54" E 124.98' (PLAT)�. U) mi I :v Iq 0 v Vi >i (ni RE X _u 11 A-it >I : I I Co 0 Ci WA FIR c E�Zo > 77! Pw 2K M= Lr A 9A M 0 r rn ------ m op 9 M E3 El El Dr> L----I m S t59'24'43" W 124.34' (PLAT) M,5 FS K Ila 1 R :, 15 Pt 03 M m /Q 124.98- (PL .7 54' AT) — cl -0. S,o" N 89*24 --LOT 4 g4 Tt BLOCK 31 elf INV, q --. A M2, m IN, iq 35 g P, c, NE i3 E; m 14,-OY4, 4,-o" T it—.,4:.W, 95 > m M 0 0 ou -El- - . :I 2W-'D' - 5 E5 C) m J> �2 ;71 r U5 m co 1c, ct c: :4 L.I ga\i mWom �q !Z? ol o- 0 m TV -n M > co 0 m m 6_9 c� III Pw 0 L0 " G RESIDENCE N > lit MW"IN 159 OCEAN BOULEVARD, ATLANTIC BEAC c_> 5;: L 30 35 IF L 0 R I D A j, z (A '710 00 -.n Ct 0 0 00 0 0 z>M 3�0 C�C3 0 M L4 0 z 0 C)o (0 > 0 0 z C" > 1, (/)(0 r- C) 0 C:: � > - 0 Z'- 0 o z M.-m X --I M 'm'z� C: > m :j 0 z x m --i m L") z m Cz 0 z --c M, 2! C C rri >On OA-, > 0 �:m oz z z �u U Z-'-1 00 — M FD 0 Uzo V Mal > C) 0 -'c -V M (D> z z < < M CD �n > m (A 0 0;0 z M K M ;V > El I ou o> I ::� 1 4. 9 (MEA RED) 6 1> O*E 0 N 89-32'20" 2 0 z m -5 1 T) 0 ' -0 N 89-24 E 14'98, LA '10) m P�1 ro -C� OD M AS, z 0 > qf, co 19-C-;- LA N P > 0 C� 2 > MM CIZ: n m 29 0 Cn U! ci� f -z > ,C) 1 0 io < CAM M a)-1 U) >.fm� 2 m 4pc Koo n�u 0 o C�0 -4 I[ i�'M 0 >0 C) 0 M K 0 < g 'a rn -T1 it >0 m M M m < 0>2 c:)0" > n . G-)U) M < * M > -41 00 00 1 0 00 L (A m 11 > C 7-11 M C') m M < M K CA, 0 F- 0 0 > Fi P :t-'f T —!j r > L-- -G�J3 2� 5�i =-=.r lkl` GRASS AREA x—X—X x X� X�—x 0 Z C z S 89'24'43" W 124.34' (PLAT) 0 U S 89*32'20" W 124.18' (MEASURED) -0 r� 17- Z M M" Uj Q Cn M< 0 Ul-j—(A LP z 0 0 Q'�'2;� 00 Z M 00 E >0 C,M> m F) 0 C3 F � �� A , Z_-1 I -1 0 z X >0 q --4 Z CA Q? M 0-2 M< w 0 z m< 0 0_U r- 0 z m z =6 > < (Z 71 M M U), 0 > A > > ou w Lf) z Z > 00 r M<OKMUZ<zm m ['Im�>>9mm<9C'PwMP-1 -3 > N� 0 0 > r 'z FIRST STREET > oc'n'-Ox :30 (FORMERLY KNOWN AS MACDONALD STREET) --0,cz, mm z i -4 > W,;u 0 --4,Z: 0 X V) 0 A z V) > 0 M m C. M--0 om T V'I ACCEPTED BY: sr ?r M m M ED K K > F o K ;a> -Mmortno> m 2 o -1 MK: FD T CU z >:C co >m > z moz, 0- X: 41 < 0 M M (n > 03 it go T.� * *i T T Connelly &'Wicker Inc, LONG RESIDENCE DRAINAGE Planning - Engineering - Landscape Architecture PLAN> AtJ9 25.2014 10060 Skinner Lake Drive,Suite 500 Jacksonville,Florida 322446 __V THOMAS B. WELCH, P.E. PREPARED FOR (904)265-3030 FAX: (904)265-3031 www.cwieng.com FL. P.E. # 56805 CURTIS LONG t-tk.ilumber:3650 L.A.Number:LC26000311 Reg. EngIn"r No.Dotel Revision IBY I -L— VI I THIS DRAWING 15 THE PROPERTY OF CONNELLY& WICKER INC. AND 15 NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON REQUEST. J, CD rr, >- �z 8 -OIL -A- CD N 89*24'54" E 124.98' (PLAT) CA--2 91-0. -::E- 51-0. 2. CD ;;a f --I BLOCK 31 T p C�p 0 rri C:) 2 ;o p M --I :;-- c') 0 m m 49-1 W4 CqL 0 ;:Q rri % 9 BUILDING LINE C) --2 Ml CD M Jf�- m C) !t: i 4'-OY4" 4'-0' '31- X I c- A ilk > 0 rrl CD W cf) m > >- >: FTI > 0 Y, Y, a (A n C) 1 G 20'-D" cn M C) m < m m CD > 2- > > (g) q on IT F= M rri Co M 20 c:t > C� M 0 5b c::. 14 Jc� Q7. C:?, 0 :�(-M m 01 &a:.: M < C2 ul W. .I > --- El ............r m c-n i > cn i k� rni;a El [T ;a 0'-I" BUILDING LINE < 2 El [I Lw 31 Elp 11-BY4 9,-0" 0 E�al r7F rrl (A C-) p M -4 -t vs� G') C=� C-) + -TI Do rn GRASS AREA 0 0, q-!4 4'-4" C., �o j-67 > C) ;;0 7Z_;---1 S 89*2 '43" 124.34' (PLAT) 5A � i M C/) rn = 8 r CA ic:� C�l ?z > a5 r- I --4 C> =4 f,7 (D t rn rri Cl 0 LLj LLJ 0 > ! -�� - Ld 0< o F-oos < vi L'i z m LL, < Ld m C/) 0 0 ::5 1 c3 F-�p --w 0 <Ld .<C) < :�5:cr-, 20>--A �- L-a- (Y" 0>-!L L�V)=�I--(f)— < < Ld m V)— :1�0 (111idloov :11 cj LL,:LE L'i LLJ 02 0 < ul LLI z z z 0 o 0 0 ff->m 0< 43 < o 0-1 LJ CD L� 1�1 (11]�US CI-IVNO(IOVVI SV NMONA )\��JIWIOJ) 2'-w-<J 0'-w w z 0 o 7)=:�EL"< <0 m wm < J 0 D (-) E� CD < < �]-L S I S I A < Ld-i O�Ld 0 < C) < 0 LU c� LLJ F- LL Ld < V) LLJ c3 Cf)-i C) > Lj LLJ 1)D cc] -j LU Z>z C�L�j:2t c) Ld M 0 0 W<L�j ED LLJ < z LO Cf) vi L� 0 11: vi Ld < a- Z < o- or� " , �-t F, Fy i-I o 0 0 L'i V� C-)U) �E LLJ Lu LLJ > 0 C-) LLJ C) _j CJ- Of C� 0 -j Lc) < - LLI a:z L, 2 Ln >> 0 oe� >- LQj 0 < L, F-I o -_j- 0 0< LU 0 ow�U a_ (03wsrvi) gL,-VZL m ,oz,zc.69 s 0 zo z 0 (iV/d) -V2--VZL M ,C-V,-VZ.62 S 0 C, 0 > C�=D (0 0 —x x ssvdo x�X— X— X—X—X < r D- cn fn:� ot CN X C:) 4" 0 'fA, 0 C) C) 0 W LLJ C) 0 LL > LLJ V) :5 u)LLJ LLJ U)—j —1 0 -j V) < D < 0 00 C� < _j 0- a_0 1-1.j Lj IL 0 0 Lo I-- > -�> 21 Lj- CD 0, S2 Lwj 0 i oo� Lj -1 0<- w EL Of 0 Z, 5y -i < L L-i 0 LJ C-D 1-- LLJ 0< 0 LLJ LI Q�u u 4D � 0� I .?� �0- NOU V) :E 0 N F-M 0- Q CD LO Y 0< >>W M2 LLJ < Zc![ 00 :2- � T < IN _j n <LLJ 0 LWJ < 0 L'i t CD u . - i <11,X -71�X� — LLJ m P=C) r) 1 - (D M V) 1�I'\I Lij EL F-- < Ln cm [if r-5, I , ,\�,>"I LLJ 00 LU 0 Lr) 0) J 0 0 X 0- Y) < C, K Ln 17%- 1 zo U) T 7 1 I 0 V) z F— T,'L"""',�,'\�\ " " , V) Lo 0 Ld V) 1A ,N,6 c:. LL) V)col L Ej, --- '(s) FL—Lj LLJ cy (D Lu s > -v Y� x 11+a — x x C-.) V) C) vy 3 9,-V�%69 N C) LLJ 0 —Y r,9 < Lo CD z 0 CD ((13�IT 3�)6.61�'-VZL .OZ.ZC.69 N C� a_ r.-) >- 0 m w z o Lq Uj -J CD 0< cn LO Lj < a- CD o Lj C11- a_ LU D-- Cd F ck�> I-- cn a, a- z < =) <0 LLJ -J Lu >- 0 _j 00 a- 0- 00 a- L, 0 G��I-- LLJ :2 0 LLJ IL 0 Cf) < z It: F- [-- Cf) cr) LL� L, LLJ LL, LL 0 (-) < < =) > z 0 a m 0:: LLJ oe� V) 0 (D -J _j < 0 < Z 0 < a_ L� F- cI-j 0 LLJ LLJ LLI L, c) < z LLJ 0 LLJ -j W < Z 0 0 0- -J LLJ 2, C--) 0 :D 0 -J 0) V) 0 LLJ z 0 =:) F- C) C) = 0 (-) < 0 0 < :;4- < 2: LLJ LLJ LLJ < 0 0 LLJ LLJ 0 NIZ)I�D U) < W Ip 0 0 Z < C) 0 0 p 060 'o 0 LLI 0 LLJ 0 Cl C-) [If CD (:3 O -zo 0 < 0 0) LLJ ci CY) __ 9 1� ? 1� ? 9 ___ *4 T T T S T T T HTJSE HOUSE 4 DtS-IGN PRESSURE 'YOPENINGS COV'D PORCH COV'D PORCH __ __ ------- TMUTARY INTERIOR EDGE STRIP Ditch Width(W) +4' Min. AM (SS.) ZONE "an = 3P ______ 159 SF ------'I 8 5 S IF Case X Surface Replacement POS. + NEG. (-) POS. + � -Z__---- -- - - 1 " Crown--- 39 Consistent W/Exist. - Smooth Saw Cut 5 27.3 32.2 28.3 34.7 - : ... .. I I 0 . Cold Mix ? To ?" - 10 26.2 34.0 27.2 33.3 . \ 0 1 ___ "�__ ---------- . 6" - 1?" Mlin. . 20 25.8 30.7 26.8 32.6 � - . i - - 1- �T V 11 : , ___ __ - __ ------- -.-- - Surface 50 25.5 28.7 . 25.9 31.8 , I \ � IZ3 <:�j 0 0 _:��__ .__ I �� - 100 24.4 26.4 24.4 29.7 � : I <jl <� 0 0 0 0 0 0 1�1 ,::I ,I 0 0 0 - '�) 0 0 Limerock Base F_ 0 T 2W ___L 22.9 24.7 27.7 - I 1 ,31 8 SF : : 1, ! 1,376 SF - L-irnerock<�l Base <� `�3 <�3 0 0 0 0 0 0 0 1�1 <�l - - ('4 0-7--1;�7,\" 0 __- I I I . . Z � 7X . . \- '/\�- ' I \ I 11 z-77-7,77/\ , C. \ f COV'D PORCH , \ \ / 1. DESIGN WIND PRESSU0 REPRESENT THE NET PRESSURE (SUM OF EXTERNAL AND . . . . IX\\\ /\\� I � - \ '\ I, " . . . I , �/"/'�/ L.imerock Replacement Base\ -----I I INTERNAL PRESSURES) APPLIED NORMAL 10 WALL SURFACES. I ; ; . `1 53 SIF � . . . . -..a*-- 98% Comp. LBR 75, 100% Mox. Density - 1 .5' . 2. LINEAR INTERPOLATION BETW, VALUES OF TRIBUTARY AREA IS PERMISSIBLE. GENERALNOTES WIND CRITERIA:130 MPH EXPOSURE: C WIND CRITERIA--1-30 MPH ==-_--_=:_------I, ------------------�- I --_777_771 � . 6" Limerock Min. . . . . . I Ditch (W) 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD AND AWAY FROM THE L - i . . . . . .. - CM FLORIDA BUILDING CODE, 2010 FRWEGIRY2 BUILDING I --.-I / EXTERIOR WALL SURFACE, RESPECTIVELY. I . TYPE OF CONSTRUCTION & FIRE PROTECTION REM _____ - , -_ - '\\�I . 4. ALL COMPONENT AND CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH __= Temporary Type I Repair Compacted Backfill 98Y. ____� I - TYPE A (UNPROIEUED, UNSPRINKLERED). � - / MAOM THFSE DRAWINGS PROVIDE THE INTENT AND GENERAL DESCRIPTION OF THE WORK. THE CONTRACTOR SHALL PROVIDE r -'� \ \X�//' POSITIVE AND NEGATIVE PRESSURES SHOWN IN THE TABLE. i I Max. Density AASHTO T-180 \ \ r NECESSARY MATERIALS AND WORK FOR A COMPLETELY FINISHED PROJECT. CONSULT WITH THE OWNER IN THE EVENT OF DISCREPANCY OR GARAGE A.1a_RE5ID(19j R PALAflO4 REQ .D., � \ I . xX 5. COMPONENT AND CIADING ELEMENTS WITHIN A I __EIfL5E_ ---,QiRF :: I �' I �k>//; UNCERTAINTY TO C K PRIOR TO BID. AT WALLS: I-HOUR�,?A]ING; USE TYPE 'Y' GYP. BD� .. 1. 93 SF I 1 " Crown-\ �//\I - -/\\ DiSTANCE OF "(� FROM OUTSIDE CORNERS OF THE . �� - 599 SF / :: 11 . ___ ' /I - old Mix 1 2" M�li\rl;�1/' � 1 2" Min. BUILDING SHALL BE DESIGNED FOR THE EDGE STRIP JH - WfAMNS FlIKII111III 0*1 ARCHITECT DOES NOT ASSUME RESPONSIBILITY FOR OMISSIONS, UNWORKMAN-LIKEL PERFORMANCE OR AT DOORS: USE 20 ,MIN RATED DOOR, MIN. (SOLID CORE 1--y8" THICK COMPLIES) --- I -______-___--___ ENCLOSED UNCONDITIONED ' ______ Varies PRESSURES. OTHERWISE, USE INTERIOR )I 4) '<M " DEVIATIONS FROM THE PLANS, SPECIFICATIONS AND DETAILS WHICH MAY OCCUR BY CONTRACTOR OR CONTRACTORS DURING [HE COURSE OF AT CEILING (IF HAgi�ARLE SPACE IS ABOVE): 1 HR RATING, USE TYPE "X" GYP. BD. 542 SF ZO _____ - - - - PRESSURES. IF UNCERTAINTY EXISTS, CON�SEIUIT _. 'a UNDERINUM STA USED FOR STORAGE: -------------------- __ 6I).______________ � WITH ARCHITECT FOR DIRECTION IN WRITIN I I CONSTRUCTION. DEVIATIONS FROM DRAWINGS ARE AT CONTRACTOR(S) RISK UNLESS APPROVED IN WRITING OR WITH SEALED SUPPLEMENI'ARY � . _ ';:� <�.j <�:, - _�7: =�_ 0 0 0 - Pearmanent Repair I G. - "a � �' I IJ,YER,1�,'GYP R-'� � 1 599 SF TOTAL.GARA(A- AREA I .. 1�1'� <�l 0 "as ,<,"an DRAWINGS OR SEALED CORRESPONDENCE FROM THE ARCHITECT. qqRf) REQUIRED ---.------- � ____j GARAGE GARAGE I L'imerock Base '�� -------------- __ - 0 0 ----------------11,--,-------------------------------- - . � I �:� - . . . . . . r_ - q. AWMK/UMjj* EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTE j - �. .- '�� 11:� . . 5� 0 0 - WAIWQ'S A *Q'S P*WtWq "E- THESE DRAWINGS ARE 1-0 BE CONSIDERED A "CONTRACTOR'S PERMIT DOCUMENT' � I -_ � I I � ' - . . . -14=117- 1 \ \ \\ BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND SHALL BE LABELED WITF "I / .\ / I / ' .. . . I \/\' ,/ N I I I . \' / . / ----------------------------.-----____________________________ ----.--. AND ARE NOT INTENDED TO COVER ALL AREAS OF CONTRACTUAL AGREEMENT BETWEEN THE OWNER AND THE CONTRACTOR. SPECIF C � I \ . \1 '\ I I I,- , . X�1'1 .� I ED LABEL INDENTIFYING THE MANUFACTURER, PERFORMANCE k I ". \ / / MATERIAL, FINISHES, FIXTURES, ALLOWANCES, ETC. NOT COVERED BY THESE PLANS SHOULD BE INCLUDED IN THE WRITTEN A I I / . . . . \ I CALE "I A . _' AREA- AREA- . . . �. / / ' , - . . . -.Ud-- , - 98%. Camp. AASHTO T-180 CITY Of S PLATE PLATE-NO. CHARACTERISTICS AND APPROVED PRODUCT CERTIFICATION AGENCY, TESTING BETWEEN THE OWNER AND THE CONTRACTOR. � - . . �\ . � . - . .. /\ STANDARD PAVING JA CA'fj-'O N VIL LE � LABORATORY, EVALUATION ENTITY OR MIAMI-DADE NOTICE OF ACCEPTANCE TO 11 REPAIR DETAILS DATE DRAWN DATE-DRAWN INDICATE COMPLIANCE WITH THE REQUIREMENTS OF ONE OF THE FOLLOWING - ARxiM Rn. CONSTRUCTION OBSERVATION AND PROJECT ADMINISTRATION ARE NOT PART OF ARCHITECT'S SCOPE OF WORK. ANY Temporary Type 11 Repair _____ _____________________L___S TANDA RD - REVISED DATE __1 SPECIFICATION: A�M /A4A/ ** 101AS. 2-97 SITE VISITS BY ARCHITECT HAVE NO IMPLICATION OF ARCHITECT PERFORMING CONSTRUCTION OBSERVATION, UNLESS A WRITTEN AGREEMENT �� 2nd FLOOR 1 st FLOOR _'_, -_ - -- __ .__ --------------- __ I - i I EXISTS FOR THIS PURPOSE. 1 ; , ; 1/,' " - 1 , - 0 " ..'K�' � If 11 Y32" = 1 I - 0 " / 32 -- 11,C411 L , " ' ,I I .. � I I Iz- I 11 . � R�1-41 "� I - I I I � I I" g" , -i � I I - I� -<D "I , w % . 1 :5"*C-�_"�. � I �' i__N1.A4L'_1) Z� I � " , I 1� 5 I, a--,- -, ', ')j(J'� 4Z., 1 ___ ___ 1'.. ; I '.4 � t' != ""5 ,�� 1, -------.--- ___------------- r ' ;� qg�j I 0-1 ________�i:�� ci.(�------------ I .'. :o--- I. 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I/ )_ - AREA I L R PLANS , "r ___ -- _/ r -L I" I I ilia I . r ----__ __- I r ......... I " 1-1-_ � - - -- 4 A-2.1 ELEVAR i . -------- ___ ____' --- I I I 'L- - I' --- )_ =- � I _ -_ _____ - 0 0'0 0'0 0" E --------------I---------------- I ), 0 _---------- 11- I I > - _ I 1 2. 0 ----- .11 �:) r r I I > J. r ' -_--BUILDING LINE - +-�- ---,,,-,ARR rMS HOUSE L i r - - r . r. I. . I ^ 11 r , 5 A-2.2 ELCVATIONS.GARAGEv . .� I I I I L �r - - .'I I � I I .' I __ r M r. FOUND 1 /2" IRON PIPE __ .. �"; �: - IL, L -1.,,, .L.,, �% 11 I I . ., L I L. jr ALL RETAINING WALL ,HEIGHTS MEASURED r " 'S".144 . I & 1 160- 00' (PLAT) I , , , I I I �11 So , -\/ �-� �'; __� �� - .. " , - , , -, I r � - , - �_ � % 6 A--3.1 PERSPECI. IVES HOUSE I " - L . ,41-- - .. - I , , 'I FROM LOW SIDE OF GRADE I �j �'s'.," . 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I I I 1 4 f r I . �I I I .1 ' - . r 'Ir I L . . 1. -- . . , -0.0 STRUCTURAL SHEET L .1 r . . A . ... " . ''. r . I I - I I. - . . . � I I '� FOUND 1/2" IRON PIPE , . I , . , r 50.00'� (PLAT) - . . . . . - f, - . ';� , L 8 S I - I � I � . L L ' j 11) � . . . . �' -4 \ � I . '_ . - r . , . . ,-"� L I, � I .� . (1 0. 55) ,I� ENTIFICATION . .I 'r, I ____ L n "'�,.' I , . I - , - - ' ' '�_'�_ " . . .r--, -_�' � - , . I . 1 9 S-1 FOUNDATION PLAN - __ 4r- NO I DE L, I . . �, _� ' I j ,�)----- '' - _ _. .- - - . I ,r r .- I ��/ . I L r ' - ' - i _L I I I- PERVIOUS-AREA 3,09iS.F. -11, r . r . rr : r I _q) 10 S-2 FRAMING PLANS .I r I 'A 11=1 , �' L L_ I - -(10.55 ,- - I I I ' . I I . � I 11 r r r . '' � . I . �"'_' . / 11 .1 I I (cX I ) L I I I- I ,,,-- ,I ELECTRICAL I., -r (� I I I I - _') . I 1 E- I . _q:;� :111, �_D L- LS DLEWALK <_ - SIDEWALK40.55' EXST'G SIDEWAIX I I <j ':_ 0 1.11 L �j LL I I LOT AREA: 6,233 S.F. ) -t ' r , �\ I I . I � . I " � . - � 15� 1 -r ,.r r L - D r.,. I � - . (::�- L A -1" . ._._ _ I I �I .I - I r I . �", , .I ,. . .. . . . . I L L . Q) - 1, Q)I '' I L L 1 QUERCUS VIRGINIANA - - -*- '20'-O'- . - --'- " ..-' I - L L' I L I . � I I , .1 I - - 1 , � L � "Z I - LOT' COVER ( ) i - 1 : . � � P L r . - L LL �� - 9�. �� 1;\ _') �� AGE: 49.59 % � . . .. ' ' . 1 4 . .. L I I . � �_ , . , . .. - , '' �'r I r .- � . . . I CO -AREAS: - 1. 11, . I - ____... , . - i � . I I ., r � r'' L . (LIVE OAK) I 7ULL RIGHT OF-- , - . 4 . .. NC I . � , , r I ,;-* . � �' r L I -1 IL I I L . I - N 00000 00" E 50 . 00 ( PLAT , � I '�"! I I . , , . I I 1 . L I I , I ) I t��L 'L I IL 1. I � ". I I I., I � I NAY '-' .11 �CONC DRIVEWAY APRON r _:� 282 + 76 = L 358 AREA IMPERVIOUS , L - r . . I r 'r-, I . 4"CALIPER MIN. . A . I r I L I , � "A . �.. I , I L I L ,". r � , . 1. I � \1 . " 11- � �r . . I -- 4 ' I . .r, .1- - 1, ',:�'�, r - _ r . - "THICK, 3,000 PSI W/ � - L � 1�1,358 /L,-RQW AREA: 1 1 00 S-f =L 32% � - ' ' N 00000 2 0 0 " E L I 1 1 = jr �11�1 ' L '-L � ..' I L RESTORATION A . - 5 .. . ,"". I .� - I , , 'r 1� � ' - I � I I . � I .- � ' 1- Ir ,' �. . . .1 . -1 I r. I i . "I I � '� I L- . L r L I I I _.- _'��4 AVERAGE OF POLINTS 4.1 ' AVERAGE ELEVATION '.'L L . . L . I I I . I �., . I I r , . . L - I " 0 '�'L r , , "I � NCLUIA G SOD �gl FIBERMESH . ' L'r I , I - � I I , ':� - � 1, �__ '" r ' r"' I - I � - . . I .� "_� L I I I L '�' , ,r _` I I � 'i - . r L,,,, :L:, L . rj 1 00 S' - I - 1 �'4 " I I . , I L� L L � 4 : FULL RIGHT OF WAY - �,- - ' . ,-1 - - .1 ' ,,, , (NOTE: N' EXISTING TREES TO BE PRESERVED) . -. ROW AREA .f - 0 �_ ,I .1 '�rL'. '.." I, U . . :(NO. .REINF RODS OVER MESH) :.. I , . �, r-, '10"- , '�L ", r i . - 11 ... _.: .., .. : . 1"4. -' . 1* .'.. . RESTORATION . � . 'L ` ,�L L I r . �_4 - r. ,, .. � "j�'� '�' . I ,r 11 -1�'1, '�� . 49 . 96 ( MEASURED ) , :' I . . � . . . , .U(2 " :,-,� . . 1, I; _. ... .. _� . . . I . . , - �L ' I , .I- �� . _ : '�... .. . � I I rL I -11 I I ;L. �' IL i 4 ' . . "_ - .4'.- ' � . ' INCLUDING SOD IS . � I - � I _: I "I. ''I r � - I 11 .5 .'4 : .''4 � .. .. . .. . . ... .: I r 11% I -11. - - . REQUIRED . I L I r � . . '. . .211 I L�, I - I I I. , .. - . ' , : . ' . L - ' � . _'�-":'' I I �"' .L I L I ___1 I %] I .-,//.-. '.. 'i .. - ` - , :!� -"m- , 'a . . . ,. . , - -1 - __(�) - I . . " ' -_ . � - I ,,�,,- I I � I . I ' . . I I , � I - i - . -r I L - I 1 . I 11� fDGE HALT r Date Released:-- ' , ": � ALL FENCING WILL BE LOCATED ON ASP I . 1 -1-14. . �� : , I L ' IL I I L r L - ,rl " 1 . LOT COVERAGE DIAGRA INfim � I We Orvoirg in 4 mitaW�x W pxpn of . - I I I I L L � I P=of I . r r, . OULEVARD L L �' r = NQ,IE: NO CUTS TO ROAD FOR UTILITIES ARE ANTICIPATED Was the Nm D&in the Ift ftk is datei I . 11 . � .�_ . r 7 .1 PROPERTY AND HAVErA HEIGHT OF 4' EXCEPT I L LEGEND - DATUM -_ , r � r - I _" S E E ROAD REPAIR DETAIL ABOVE I I � � . �� r - CM " " !"_' 1� .1. (60.0' RIGHT OF WAY) EXISTING 11 � L I I GRADE 2. NEW TREES 'i +1 6'.07 ELEVATION BY SITE PLAN L ' ...L L L� L . , � - r " "i I � ': ARCHITECT . I I . FOR TH E GATE N EXT TO TH E GARAG E WH ICH -7 OCEAN BOULEVARD � I I :4, ' 11 Eley Key heet : 'L r � r I _. RLIN[E OF ASH��= ___ - - - - I I A j ,.. ,- ASPHALT ELEVATION BY t I` -------------S!kq& ENT -_ _W- - -- -_ -- -_ r � ': , L '�L 0(10.76) CENTERLI -A S- - E ........:__:._._:__.__7, __,-,------0------------- . _� I � 1 3 _�� _"�_T_ E N E OF hPAL.14. ___ SITEPLAN/ r ELEVATION . RETAINING WALL HEIGHTS ___)V__4) __ � I I / � " � . .1 WILL BE 6"TALL - SURVEYOR � ; Iz _�' I I I . " I I , . - I Page of : ` 1 4 1 � "I I ;) q . I r10 r1q " 1 /0 y L I I I :I L I r. � I/0> rA/' f4 16.0*reemomostaos"'.NEW CONTOUR - C- I _> __ __\ SURVE CALCULATION / . FENCE HEIGHTS !�) NEW SITE PL 4 ' ' `�L - � - f I (t�I � -,/ '\ ' \/\// /-/ .k /' �Z\ \/�" - � \X\ '\� - I /// - -Y/�)/' '\_��_ \' I �</�\ '\�/ rr_� \ 1±1_�_'_ " " 11 I 'z � __1 __ q),P 11---" -"> '<�w.n , __ -_ --- 1/, / I ," , " ' _\1 \ \ \111�1/ 'X, >>// \ \,/'>/ \/ \� ��'�� _ I!., - I + ' ]�! �' - ��_ I F/// - OE- 7 7 I,,. I P//// - ;�:3 i I I y d - I Y (z- '_X - I P///// I 0 1 1 ,� I L B A . . - . . , I � HARMURNW01012M .1 I-- MIA I _�) 6 It 1 1 ��) I ) ' L I . I .1 _1 1 11 - 011 - 1 16.0'------ EXST'G CONTOUR -_____ I 1 Y8 11 = I I 111 Y8 I, = 1 ' - O " r r C I I r . ; L� Y8 " = 1 � 0 " K8 " = � - (6 4 (6 (6 6 6 1 (6 6 I (f (6) 6 � (� _(�) . . I I - - - L I . " __" Z' I- � I . I . . L _ " I I L 11 - I I I I L I 1 - _-''_� - I I I I : I I I I � 11 � I ,-1 'L 11 . L I I - I 1_'r. 11- � I 11 - -"� I "I I _ - 11 . - I L qD T ARCHITECTURAL LEGEND NOTE: SOME SYMBOLS INDICATED IN LEGEND MAY NOT OCCUR IN DRAWINGS LU CONT VERT STEEL >* C) Ise 2g M-7y8"W X 7 8 L X 7y8"H r 8" (NOM) CMU WALL L-Z C COLU71, GROUT�OLID V) I-Ij c� c� REINFORCEMENT, TYP .) :;i Ml--7Y8'W CMU CORNER COLUMN 34'-4" r-> --j :m e0l L X 15%8"H WEAVE CORNERS; GROUT SOLID STUCCO (AT EXTERIOR LOCATIONS) W X 15'-5" 18,-11" -N F7 8" (NOM) CMU WALL CMU COLUMN; GROUT SOLID It _'.1 1*--- 11 XX U7� T5�2'�' - 14'-11)/2" 18,-0" - _ IN 10 11 11 7'-1 OY4" .0 11 �hd SECTION SYMBOL DETAIL SYMBOL A4 <-> :Z� ____YA4-thk. CELOTEX OR SIM, RIGID POLYSTYRENE INSULATIO >* 01) UJI C) C) r 1\ NAME C_� __j ZD OARD W/ I X 2 #2 SYP WD FURRING STRIPS 0 16- 0. 03 NON-A/C) SHEET 10 GRASSED GRASSE MEER=—2X4 WD STUD WALL W/)/2" GI3 B.S. U.N.O.) & 7 AREA GRASSED AREA AIRSPACE (AT C. ^WMS-A Z- 3(Y A[ T__i:1�__ ---:-i GRASSED Ax R-1 INSUL. @ ALL EXTER�OR AND ATTIC W LS R.S.S. >* AREA 4- AREA L @FLOOR DRAIN I---SHOWER HEAD <�3> <1 0>2 101 HB 1003 002 HIB cm —2X6 (/r12" WD STUD WALL W�)/2" GEI B.S. (U.N.O.) RECESSED M R-21 INSUL. ALL EXTER 0 AND ATTIC WALLS SHOWER -+HB- HOSE BIB Lp SOAP SHE >* A HANDHELD VALVE LF )k -T 6X6 ... . . . .. . . GATE OILET GAT PER CODE TRAS D L GRA 3 GRAS. D A/C DIFFUSER -or- 4P e-A (,'OVID �A A/C RETURN AIR -or- AIR GRASSED DW GRASSE D COV'D 11 AREA _-OTRECTIDIN VENT' OUT INTAKE (PROVIDE VENT) 11 _:NTRY :NTRY 3- 0o GARBAGE DISPOSAL AREA _<<1 .'/" 4'-0" /4 49-0" RICH _9' _0L 24D LN'G.- HARDIPANEL W/ BATTENS FACTORY KITCHEN )>,e KITCHEN DOOR LEGEND Z FLR! WOOD DECK "LR- WOOD DECK L—E_VE_L-CH_AN G_1E S_ RICH ci ell L2D N FLOOR WINDOW LEGEND IF R T LR _j AIR SWITCH BUTTON lvv\.Iv\lvv\P--- SHOWER CURTAIN POCKET ISLIDINGBIFFOLD ULL S_G1._/D3_L_-A—WNIMG--IFT -n GAS CHANGE IN FINISH FLOOR ELEVATION— FIXED SINGLE TRAANSOM SLIDER SWING UP*A — T DOUBLE rA AND/OR CKTOP W/ DNDRA R COORS 68w 4w HATCH REPRESENTS FLOOR RAISED CURB WINDOWS 1�2 14-1 1Y2 CKTOP VERT DISTANCE OF STEP W/ I)NDRA ST --OR- CASEMENT ------- CID 69um GAS HUNG -T T FACTORY A GAS CKTOP GUARDRAIL, HANDRAIL 4- ------ JOINED AT 5'--3y4" 41 JAM B A< OY2 PLANTING W/ DNDRAFT -. 3 ----CONT. BATT INSULATION AWN TRAN HIM, ,-RESISTANCE VALUE CENTERLINE FIX PLANTING r PANIKY ISYMBOL & LINE <1?�> ft EO. EO. U NOTE IF WINDOW OR DOOR IS NOT DIMENSIONED ON EQ.�- I I -__& REVISION I(OBJECT TO BE CENTER ALONG WALL LENGTH, TYP. YA REViSION NUMBER SH/DH___j C!�MT k Y, -OR-- BULI REVISION SYMBOL CENTR'D IN SPACE)] EGRESS EGRESS CL( ROD CONNECTO CABINETS & MILLWORK f 3 RS t GATE +HB- GATE CONIINUOUS (UNINTERRUPTED THREA FLO v F5 1 8 2 B+ SPLASH -UPPER 5 ROD UPLIFT-RIESISTANCE CLOTHES 0 UIC LIC + < 1Cf A/C RETURN AIR -or- AIR 1 4'- Uc Uc \7 CONTRACTOR CABINET kl REFIR W!1NmE_ R V) LOWER CABINET RUR WN_E_BAR _9F__ --I I I� 4------ UP UPPER CABINET INTAKE (PROVIDE VENT) TO COORD. CLOS STOR S,� WINDOW SYMBOL . ... . .. . . .. rL v N - C) - . . . . .. . . . . . . . . . . . qTNR . .. . . .. .. . St I COqc 'd IR 41 COqc STEPS �g C4) STEPS NON STRUCTURAI �Jlln_� (43 U-) i-I D DOOR SYMBOL A DN, CTURAL STUDS --- DN PI-) I I OR CAB WALLS; COORD OR CAB WALLS; COORD BEDROOM W/ OWNER po.x v. BEDROON OWNER PLANTING -------1_6------ ------6------ V2 B W1 Ac BED onEEA BIKES PLANTING 4' 01 6'77" BIKES it AREA -------- AR A ------ "61 T%7 OR ABL ------ )OR ABL :�F L__�' L_ I 3'-�/4 4w' __j 3AS 7-3y4" —7-L 33AS ------ 8 0 3RILL C� �96 EGRESS k"- EGRESS k L Ac 1�\� 3RI L ..:r <CO 6> ==-DFAWE_�§ 06 UNDER STAIR PININ DOG- -------1-2------ DOG a - I F _t ......... AREA -------1-3------ LJ AREA 0 ------1A------ 0 Ak 18'-1 IY2" .111-11-1111 F1-1--1.11 I - 4 --------1-6------ --------* GRASSED >* BENCH GRASSED ------- AREA 1-7------ AREA J� ....... >* a BATH/PWDR [N 115�11 ATH/PWDR John H. Dodd T 7'-1)/2" ARCHITECT, INC. 3 0 FL:AR0016867 GA:10456 6'-8" -4 Ax GATE 2775 RACHEAL AVENUE GATE 1-51 1� x - I FERNANDINA BEACH,FL 32034 Y2' v FALSE TEL )04)583-4044 EY I Email:JOHNIN' OUD(cDBELLSOUTH.NET B.I. CABS L YA �k L YA YA CHIMN T EP Revisions ofter Signed Release 1-&c WEI! 2" Ep H&C WER 10'-7)/ ca 6y2'1 Shts. I Nature of C.) 'TV, No. Date: I Marked 310133: STORAGE STORAGE 'TEP p - S 100 BOVE 8-2G�14 41 2nd PERMIT REV19ONS STEP C) ABOVE,, ��k-, 11 -1 STONES DIRECT SHRUBS STONE S-- C9 SHRUBS to GAS VENT NOTE: ALL SHEETS MODIFIED, GAS CHANGES ARE NOT BUBBLED FIREPLACE Ac %t ll B-15-14 PIERMIT RUISIONS X_ LIVING LIVING F------ It JL 14'-1 1j/2" POOL P0 OL e �2 ' HEATER HEATER AND AND A POSED R 1P��E� Ax I '2X4 PT 21- C. OVER Ax ETA 0 L :---Jl 7 L P RLI I a, 1"OSE Wl' 17'-11 GRASS D -q-t XF0L TED BEFORE ROOF, GRASSED APEA A�EA ES 0 a -HB+_ (D A< 6X6 ..... ... _DN....... LL IV STONE PAVER TRDS/RISER�S,----�L Alc STONE PAVER TRDS/RISERS 181 9 ---------OVER a%TC-STEP`5- ........... Lr) e 34'-4" GRASSED GRASSED AREA AREA L0 _0 04 17 COPINGVEDGE OF POOL COPING/EDGE OF POOL 1c=1 C:) HRUBS T A$ HRUBS 22'-0" >* POOL POOL GRASSE GRASSED DES0 AND ENGINEERING BY OTHERS 0 DESIGN AND ENGINEERING By OTHERS Ln AREA 5 AREA I- " I N >X 5'-4% 0 30'-9" T_ PLANTING PLANTING (7 10 5 SHRUBS 29'-5y4" 8 e_ S�RUBS WATERPROOF & FRENCH DR41N TO DAYLITE HERE A< 01 Lo. x f—c IT[ior ------------ FfTURE 71 L GENERATOR ;W�ATOR VAVtzH (S[EEVE TO L $ 1,4 1� El ' I 1,0 1 EP) $ EP) 4'-1 Y, 110 1 1 f_�I,., A/C -GAS+-� A/C -GA L9------ A/C �_____j A/C It cc) I I —[DRYER 120%1000 L PAVER 30'-9" \/ 1 - I i 0 PLANTING f WINDOWS 1st PLANTING WASHER >V (SLEEVE TO E_�]L C) HOUSE 25-1 1�4;j # w H - REMARKS r— KY up ILAISER�-k- GARAGE RISERS 0 W up �IAISER� @ GARAGE RISERS 0 FLOOR: RAW CONC 7 FLOOR: RAW CONC 101 -0" 4 < 7 A6- WALLS: I`TD CMU +-6 Y4" - WALLS: PTD CMU I 1) -6 )/4" 1 N_qE-7- 4 -0 1 N I-- CLN'G: TYPE X SMOOTH GEI 102 SHRUB + CLN'G: TYPE X SMOOTH GB SHRUBS L.Lj 00 WD 103 4'-0" 4'-8)' _WD CEIL 10' r-_ CEIL 10' TROSftISER! 104 3'-2't TRDVRISEr� = % C..) CD (D 8TAIR 105 3)-0" C) 7. c) OV(") 1061 3'-0" It __4 x � to <1 Oil I __j i "Zt UP A N— FLR: WOOD 4' WOOD ...... �xl 4- � .1 1 1 [ /: i - 0 DOO AM1.1 r L in, _RS_1_,c. ...-HJ(--� U.SE. J , REMARKS # W 3 4//4 ' 1"pV EN PLANTIk COVILUI _0L 2 3'-0" 8 -0 PLAN I"P9 COVID ENTR , L -.0'$ 8'�V y 3 3' 4---- 81 011 _011 4' PAVEL ,7 C10--1 4 1002 PAVE I C-1 SIT E PLAN 5 21 uwt L.ANDI _ - I 6) L iNDI 2 A-1.1 I st FLOOR PLANS _01) 81 h WIWI- 6 1,�i 1 1, 1-_L___ V" I r a It--�_ 11 I 111 F -1.2 2nd FLOOR PLANS 3 A f% 7 2'.-45' 81-0" 1004 -2.1 ELEVATIONS HOUSE 4 4'W X6 4 A 81 -0), 4 y1t)I-I -2.2 ELEVATIONS GARAGE -8 2'-8" GATF HB-- 5 A 1 x GATE + -oil +H3 9 2 __611 6 A-3,11 PERSPECTWES HOUSE 81-01, 81 7 A-3.2 PERSPECTIVES GARAGE _011 co -05, PAVER + RN PLANS 8,-_0 4'-5" PAVER .16'-0" r_RIV 01 DRIVEWAY 8 S-0,0 STRUCTURAL SHEET —TT 5 29'- 11 2P-6)" 5y4" e- 9 FOUNDATION PLAN m AMINO PLAINS 11 E-1 ELECTRICAL 4 -4" 8 30'-9" WINDOWS 1ST 9'-9y4" GARAGE _4 H IREMARKS loll 39-o,14 2'-S" 1011 v )v '01- r 7h. DOORS 1 ST GARAGE L-7:w I R E C111 ON R 8 LLETIN CLOUD �11 B 0 C <1 0;, CAI S W� i # W H REMARKS. 8'-0" COMPOSITE 101 3'-0" U-) Date Released: 7177 8'-0" COMPOSITE, We k*g its nd relmml for Um purpm of M1 102 3'-0" Wm fe R*m D&in tie Title Be&is datd 103 161-0" 7'-0" GARAGE 11041 8'-0 7'-0" 1 GARAGE i I st FLOOR PIAN 60 —8A N07 ARCHITECTURAL LEGEND NOTE: SOME SYMBOLS INDICATED IN [.LEGEND MAY I OCCUR IN DRAWINCS CONT. VERT. STEFL\ fa-7y8"W X 7Y81. X 7%8"H 8" (NOM) CMU WALL REINFORCEMEW, TY? C�IU COLUj- GROUT ,,-OLID 34'-4" Y_ _ ' 4—New Cmu CORNER COLUMN - C-) L.< STUCCO (AT EXfERiOR LOCATIONS) W-7Y8"W X N% X 15%8"H WEAVE CORNERS; GROUT SOLID V2 L-F- 8" (NOM) CMIJ WALL CMIJ COLUMN; GROUT SOLID 15'-�/2" CD - SECTION SYMBOL DETAIL SYMBOI NAIEE 7'-10/4 %"fh�. CELOTEX OR SIM. RIGID POLYSTYRENE INSULATION V) PAIRS�ACE (AT BOARD W r NON-A/C) I X 2 #2 SYP WD FURRINC STRIPS @ 16" 0,C. 1/- �=-2X,4 (�/2") WD STUD WALL W/ /2" GB B.S. (U.N.O.) & —Z—SHEET c> R-13 INSUL. @ ALL EXTERIOR AND AFTIC WALLS [`-1:�-SHOWER AEAD ------ �7Z (�/21' WD STUD WALL W'� Y2" GB B.S,(U,N.O.) @FLOO� DRAIN R-21 INSUL. ALL. EXTERIC). AND ATTIC ALLS Lo SHOWLR RECESSED -—--—--—--—--—--— HANDHELD HOSE BIB q VALVE �OAP SHEI F 0 TOILET 30" MIN. CLR. t - i - 1 EGRE�SS A/C DIFFUSER -or- 3%11,r A/C RETURN AIR -or- AIR "F EGRkSS VENF OUT INTAKE (PROADE VENT) --DRECTION ....\ (�o 1) GARBA(3F DISPOSAL C> i�J> TCH BUTTON' S!HOWER CURTAIN AIR SWI COV'D PORCH —----------I ro FLR: BUTTED DECKING OVER SLEEPERS OVER WATERPROOFING COV'D PORCH FLOOR LEVEL CHANGES-____ WINDOW LEGEND DOOR LEGEND !FACTORY 00 R: BU ED DECKING OVER SLEEPERS OVER WATERPROOFING -OC r F_ ING TRANSOM SLIDER S-W-ING FPOCKET SLID 01 -4 I.N'G: ARDIP qEL W/ BATTENS ,V-up 4'-1 CHANGE IN FINISH rLOOR 111�VAIION- FIXED SINGLE SGL/DBL IN c,[E�muD M U LL 6 '4 ENTS FLOOR "ASEMENT 'S 4" HATCL ��ft ,7 OR 4F/ I REPRESI RAISED CURB DOUBLE MASTER' MASTE R"' VERT DISTANCE OF STEF 0ORS O� GUARDRAIL, HANDRAIL FACTORY <�\o>6 40�z 0 A IRAN EGRESS 0. E SYN400L LINE 1 1011: IF WIj%;OW OR DOOR IS NOT DIMENSIONED 0,41 REVIFION PEI (OBJECF 1_0 BE I SI-1/ rt ER ALOIG WALL LENGTH, T L VAULTED SYMMETRICAL CLN'G 2 0�3 EVISION SYMBOL jCENTR'o IN SPACE' I SEE 0 A R r_ W/ APPLIED FALSE RAFTERS OV114T C �c VAULTED S elrr�l 1 7 1�1�I I ---I- -0i "609 < ---CONT. BAff INSULATION JOINFI) A" '_ , I 1 11 WN SLID i EGRESS RESISTANCE VAI UE CENTERIAN' FIX JAWD Nu V. R D11 CS ".11RIPLAIN. CENT Yp. i _11N LN'd YMMETRICAL CLNG U L U[, N_7vx, ROD CONNECTO CABINETS & MILLWORK 4" 00 'LO�D Z10 W/ APPLIED FALSE RArfERS OVER T&G CLN'd L NUOUS (LINNIERRUPTED) THREADED -7 A/C FL,URN AIR -or- AIR 10' 6,-6" T ....... C2D -OD CLOTHES- -UPPER SP T 1ASH ,F ROD UPLIFT-RESISTANCE CONNECTOR S 2- INTAKE (PROVIIDF VENT) CONTRACTOR CABINET BEDROOM TOIL CABINET TO COORD. FOYER BEDROOM -UPPER CABINET IL CLOS STOR I I � ' y / 212 -02- T FOYER WINDOW SYMBOL Si6m-19!= _ffiftnz -- I 7,mm z 9'_4Y2 z BF0 QUEEN DOOR SYMBOL 60*x 80, 2'-8" 3, FREE �4 F ALL 10 0 STANDIN TUB HALL. 9 -1 Lo M.BATH MYLES ............ M.BATH ----------8____ -: r. : I-�111.V MYLES 1 . - HALL . ........... TOWER CLOS 1A HALL OPTION DOORLESs A 7'-33/4" 3Y F�i Lj 3'_OY4 _0 LZI ............ CLOS �2 J r 204 io 6'-1Y2 �1>5 :1 6'-2" 1 10 -1 204 =-----------1-27— 1 STI 08 6 12 1 08 MYLES CLOS ICLOS V --------------- S T ... V ICLOS E� F C14 INI� -PULL-- 3'-ly" I Fit 2 7'-QY2 FLOOR I DOWN 19ND I BENCH I V ! P A/C IN LOOR I ! DOWN STAIR_ MYLES BATH ATTIC =�/C IN STAIR--- 7 iABOVE MYLES BATH __CFN TTIC 10' 7)/9 2 3'-ISY4 INE FLO C> John H. Dodd co 3 DAWN CURTIS V TOP CLOS CLOS 00 DAWN CURTIS ARCHITECT, INC. FL:AR001 6867 GA:110456 cc, LAND'G TOP 2775 RACHEAL AVENUE CLOS CLOS ILAND'G FERNANDINA BEACH,FIL 32034 Ft V 0 -9'-5 TEL 1�904 834044 6 EKE- r )dI 5 0 Y2 206 2'-6)/ Y2 Email:JOHNN DO D(cDBELLSOUTH.NET 7 4 '-2y � �2 -1 9 $f I Revisions after Signed Release 2 6 2' 1 1Y4" 81 17 Shts. Nature of 10 No. Dutc I Marked Remo= B-28-14 20Wd PERMIT FMEWRONS LAUNDRY OFFICE L_j NOTE: ALL SHEETS MODIFIED, L-------- OFFICE _17- LAUNDRY CHANGES ARE NOT BUBBLED i;V NJ ----------------- B-15-14 kL PERMIT M ONS 7 FOLQING:: CTR Ifs! cr) 4t 21' 4'-2" m e L CIL 81-9%1<2'1>1 7'-1 1 e_ 0/4 y), - -7 2/1\2, 3> 1 1 2 16' 2'1 2 al 0. 8)-4" �2 -0) 10 0 e� -3" 26' C:) -4 4-- - - - - -- - DOORS 2ND HOUQ-': Li. ..... - - - - - - L___j 4- - - - - - - --� _4 L-1 L-j.- ....... _j 17, j, - L__J # w H - IREMARKS 71, 201 -on LL- 81 202 3'-D" L 203 2'--8" 8,-0 204 6,-0 205 2'--4" 81-0" 206 '2'-83 81-0" 1 207 2'-8 -01 208 2�-C 209 5'-4" 8)-0" 21 _8" 81-0" 0 2' 211 3'-0 81-0" DIMENSIONED 12121 2'-4" 1 8'-0" -X. 30'-9" e NOTED 12131 2'-8" 1 8'-0" 1 1y2" e 0 2nd FLOOR PLAN 0 .5'-2y, 7'-7y4" 2nd FLOOR PLAN 3'�3/1/4 11'4/2" 4 3, 2'-1 5, 1 U E WINDOWS 2ND 101- 1. 0 Y4 HOUSE 1/4 1 0 "00 HOUSE 211 VO 9 F----------- '<��-----------"`--"--"—"----`---7<�77---� 3 # 1 W H - - IREMARKS 20-1 4'--0" 6'.-0" U-). FURNITURE Q0,E0 BED QUE1 13 A/C 202 4'-0" BA" SUGGEST PDN lli� IFU NIIURE 1 13 11 12 13 14 15 1 17 15 r BED QUEJE CHASE _IDN A/C 203 SUGGEST THESE T- ;EIL 1 V-2" CHASE WALLS TO 7'; VERIFY W1 CEIL 8 WALLS TO 204 2'-0" 6 -0" i __ 1:1 tc IL FA4S IV:. j C) STAIR ALLs 2-12—FALU;2:12 CLOS 1111.W ;EIL 1 V-2" . 1\. .. F c �WNER FLAT MAT 7'; VERIFY W/ stAIR FALLS— CLOS CE 8' 1 m _V -0" 2:12 CUL FALLS CEIL 8' 6' 04 LO FLAT 04. F_ 61 FLAT r- 204 206 3'-0" -01, 1 8 rmm4mm-- -I, DW _77- RE.R BID RM 207 3'-0" 6'-0" 7 -c I FqR: WOOD D_ 204 1 1 Y27. 1 8", 1 01.9' .:REF R w 10: cu f 49 BDRM� 51 CLN'G: 0 208 3'-0" _0" It'AT I m = T, :AQ:cu fI CEIL 9' F�R: WOOD I 'V9' TRAYE 31-8. WET B'V9' TRAYE CLN'G: I 209 2'-6" 00 K FLAT a m . .. . 61 kR ....... WET 899' TRAYE -0" 51-0" L 210 3' . .. . ......... -OK IL FALLS + F.R: W( BAR SES -1 - - FLR: WOOD [[nAR CU FA < )OD 211 4'-0' 5'-0" :4 CEIL RI C_N'G: r ES '-;:8 W/ VAU T CLN'G: 51 FLAT CEIL 8' _0� �!! 7 �� .. , EGRESS 8' W/ VAULT A 4'-0" - ..I .-r.----.1 1 W y FLAT C.) 1 '0 -1 S 12 4-0" �21 3 51-0" L I N K]U I T_ % *' - V .1 - - Lo PANTRY -$ Z! - - - I L ESS 214 3'-0" 21-0" 1 1" �1 2'-6' EGIR CD 7F � PANTRY L0 215 3'-0" 2'-0' 2'- 4J/2 21_6 W-.0" 2' �O,3 6� oil CEIILW9 ZF 1,,8'i CEIL 8' . 0 7 21 aF F 110) RISES 2:12, 2:12 FAI.Ll FLAT 'VIL 8' 7 CLE ------- CEII. CY) 218 LMN16- R�$�Iis Bk 6, -C FA L FLAT RISE$ 2:1 a". FALLS 2M. RIS 2' 219 3'-0" 0 > FLR: PORC TILE 01 F2 BATH Lr, C1-4 FLR: WOOD A I LIVING 0 FI.R: WOO FLR: PORC TILE KR: WO(D CLN'G: 8' FLAT r 04 w A I i I I - 8' W1 VAULT FLAT R: WOOD CLN'G: 8' WINDOWS 2ND k\_ W) VAULT 2$-6" 2'-6" 3' W1 VAULT W1 VAULT 0 _0 I w BENCH N11 I _j 5-Iff mc_k1_pTXLR X BENCH C--1 SIT E PLAN # W� H REMARKS M GARAGE 14/ mew— FE, Ll 201 3'_'V 5'-0 IL _j 2 A-1.1 I st FLOOR PLANS 0 3 A-1.2 2nd FLOOR PLANS 202 3'-0" 5�_Oli -0<�_o .. ... p-q.74.A ..j jj i I < 01 < /a�2(0)�5 4 A-2.1 ELEVATIONS HOUSE 203 3'-0" 51-0" 1 -0 7_77-74-516"",- 6 51 4"1 _0" L.F. —4�--—-.—-.. - �,_ 5 A-2.2 ELEVATIONS GARAGE 204' 3'-0" e— i __7 1 �:,: I I —r-?--.. .I I., __� r� .. ................. 51-0" 12 21'-0" 3, j 6 A-3.1 PERSPECTIVES HOUSE 205, 3'-0" 0/2 7 A-3.2 PERSPECTNES GAIAGE' _206 3'-0" 51-000 + ROOF PLANS 207 5'-0" 11-4" L------------------------ L----------------------- L------------------------- 8 S-0.0 STRUCTURALSHEET 1-0" 3'-0" 5 L----------------------- 9 S-1 FOUNDATION PLAN _0" 2091 2'-4" 1 5' 10 S-2 FRAMING PLANS 2101 3'-0" , 1 5'-0" 11 E-1 ELECTRICAL ,211-1 3'-0" 1 5'-0" 1 1 DOORS 2ND GARAGE # W -" H REMARKS 201 2'-8" 202 2'-6" 6'-8' 203 2 6" _uN L204 4'-0" 6'-8" Date Released: ibb ft* Irmt r*oxd for W pxKm of L__j L_j Lm1h T&Sock is daild L__j d FLOOR PLAN DIMENSIONED North / Eley Key 5heet NOTED E 2nd FLOOR PLAN A- 1 *2 cLN"d �LUIION SYMBOI 202 D 2 02 4 j GARAGE 2nd FLOOR PLAN S Page_o Y4 1 0 GARAGE Y4 " = 6 Z -- I . I I r I , � I�. � z� I I,i I, — 9 �, � �, -- ? q �, �, T T T 60 T T T T -& ---- STUCCO JOINTS DETAILS WOOD TO CMU SUBSTRATES:DOUBLE CASING BEAD CONTROL&EXPANSION JOINT - = STUCCO OVER CMU BLOCK WALLS & CONCRETE WALLS I STUCCO SE00 CE OVER PAPER-BACKED LATH & IMPORTANT NOTE: LOW-MODULUS SEALANT W/ BACKER ROD - SEE MATERIALS AND — w -- 11TCp - - STA4DAWjWE9*M (NOTE: THE FOLLOWING INFO IS COMPILED/EXERPTED, FROM THE FOLLOWING CODES; (3) COAT CEMENTITUOUS STUCCO W/ ACRYLIC FINISH COAT W/ INTEGRAL O CMU 1. GROUND OF ACCESSORIES SHALL BE Y8" DEEP FOR STUCCO OVER CMU, T FOR FLUSH STUCCO FINISHES SHEET; NOTE: WHERE WEEP HOLES OCCUR, INSTALL SEALANT � re . I,>.—�- - BLOCK. USE STRUCK (FLUSH) CMU JOINTS AT RAW BLOCK TO RECEIVE STUCCO. DO NOT SPONGE CMU VAPOR BARRIER SHEATHING. NO EXCEPTIONS, . . ,, m . ,,T W -- FINISH; STUD WALLS DEEPER IN JOINT SO WEEP HOLES AREN'T COV'O; OTHERWISE, SEALANT �:- - * CASING CONTRACTOR SHALL FOLLOW REFERENCED SPECS AS LISTED BELOW): FACE. 1 2. USE VINYL / PVC FOR ALL ACCESSORIES. DO NOT USE METAL ACCESSORIES. MUST BE INSET: c) - — . BEAD r 1. INSTALL SELF-FURRED DIAMOND--MESH LATH W/ PAPER-BACKING (GRADE D, 60 MIN.; , RIE W ON ALL STUCCO WORK ON THIS PRO OULD BE FLUSH W1 OUTER EDGE OF CASING _ 1. ASTM C 926; 2� ASTM C 1063; 3. PORTLAND CEMENT PLASTER (STUCCO) MANUAL, EB-049, PORTLAND CEMENT STUCCO SEQUIEWE' FED. SPEC. UU-B-790-A) OVER VAPOR BARRIER OVER SHEATHING. FOLLOW ASTIM C1063 FOR 3. S...S.HOWN BELO JECT. k�f MR V OVER SHEATHING (SEE ---�O—UNDATION WEEP SCREED , METAL LATH/STEEL FRAMING ASSOC. CORNER BEAD COMMON CASING BEAD COMMON CONTROL&EXPANSION J , �--_--- - I ASSOC.; 4. "GUIDE SPECIFICATIONS FOR METAL LATHING AND FURRING', 1. CLEAN & ROUGHEN RE CHEMICAL & MECHANICAL BOND. THEN, EITHER (REFER OINT JOINT@ DOORS&WINDOWS MATERIALS & FINISHES) FACE OF . , - STUCCO OVER LATH - TO #3 WHEN FOLLOWING #2) SUPPORT SPACING, FASTENER SELECTION, AND FURTHER INFO REGARDING PROPER INSTALLATION USE AT ALL USE CASING BEAD/ PROVIDE CONT. BEAD OF SEALANT —,-- --, *so* ��, I 1 , ! *�,� -ftT PRM-. (CONTRACTOR TO SELECT AND USE (1) MANUFACTURER FOR OF METAL LATH. CORNERS J-MOLD/PLASTER STOP -- TRIM (WHERE L I" FM'--WXL M C1063 SHEATING 1,�*—VAPOR BARRIER - STM SME�S *N A= *N 2A. DASHBOND COAT: PORTLAND CEMENT (I PART) & SAND (2 PARTS MAX.) & WATER MIX DASHED A. LATH LAP: Y2" MIN. 0 SIDES & 1" MIN. @ TOP & BOTTOM. 10 TERMINATE ALL (SEE MAT & FIN) IN "V" JOINT W/ - OCCURS) )f - 11 APER-BACKED ALIGNS W1 I 1 ' -OB ALL STUCCO PRODUCTS AND FINISH COAT PRODUCTS FOR BASE STUCCO AND STUCCO TRIMS (NO MIXING OF DIFFERENT ONTO WETTED SURFACE OF CONCRETE BLOCK BASE FOR INCREASED ADHESION. MOIST CURE FOR 24 6& CONCAVE BEAD. W* .11. -., LAPS OVER MANUFACTURER'S STUCCO PRODUCTS). FOLLOW ALL MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION (NOTE: IF 8. LATH SHOULD NOT BE ,'ONTINUOUS 0 CONTROL JOINTS BUT SHOULD BE STOPPED AND � STUCCO/PLASIER AGAINSI I - -SEALANT AND BACKER (FACE of STUD TO .. ... .I SELF-FURRING LATH CONC BELOW � 1 11 SCREED * i HOURS; OR (SEE #3): NU L: GAULK ALL WINDOWS, DOORS,AND . . " . -�/8"THK. 3-COAT STUCCO OVER I . - (),x INSTRUCTIONS FROM MANUFACTURER DIFFER FROM SPECIFICATIONS IN THIS DRAWING SET, INSTRUCTIONS FROM 20. BONII)ING AGENT: APPLY BONDING AGENT PER ASTM C-932 DIRECTLY TO CONCRETE SURFACE As TIED 0 EA. SIDE. INTERSECTIONS, BUTT DISSIMILAR MATERIALS. ROD;Y4" TO/V2" CAP FACE or CMU) TO I. ..... ..- -.-- I .. . C. THE VERT AND HORIZ OINTS SHALL BE BACKING ON BACKING AND METAL ON METAL, SHEATHING SUBSTRATE I ; MANUFACTURE SHALL SUPERCEDE IN ENTIRETY). USE ALL SUBSTRATE PREPARATION PRODUCTS PER MANUFACTURER'S RECOMMENDED BY BONDING AGENT MANUFACTURER'S INSTRUCTIONS; OR, LAPPED IN DOWNWARD DI' I — 1,101 IS, AND ENDS. ----------j w BIETW, STUCCO AND ACCOMMODATE I 11", .:'. '.� . . ---� I -OR- MOCK UPS FOR OWNER'S SELECTION . A I . . .. _ - ...4 . :4 ..� . ; '. INSTRUCTIONS. REPAIR ANY CRACKS PER MANUFACTURER. PROVIDE SAMPLES : I - -Y8 . - 2C. FELT k LATH: INSTALL SELF-FURRED, DIAMOND-MESH LATH W1 PAPER-BACKING (GRADE D, 60 R ECTION. FOR TYPICAL STUCCO CONTROL JOINTS: USE 'Y' TYPE EXPANSION . WINDOW/DOOR FRAME SHEATHING .. .. &�f CASItIr, BEAD AT . .. 4� 1 . .. f ! OF COLOR(S) AND TEXTURE(S), CONTRACTOR TO COORDINATE W/ OWNER. I SCRATCH COV. THE STRA,rCH COAT MUST BE SCORED HORIZONTALLY. 1JOINTS. MAX SPACING PER STUCCO MANUF . THICKNESS AND .. I � .. '. I - , -_/-STUCCO ' I. E WALLS; USE .. .1 . -4 MIN.; FED. SPEC. UU-B-790-A) 3. BROO COAT. THE BROWN COAT SHALL BE APPLIED AS SOON AS POSSIBLE AFTER THE — ------- - - VARIANCE IN STUCCO� `,� ... ... � . " .. 0� MW Sl�* MO� IRE FMD�* �AFXIWM ACROCRETE, BONSAL, DRYVIT, PAREX, STO, USG. OTHER 3. UNIFOWLY WET 8= SURFACE FOR SCRATCH COAT. WAIT FOR WATER TO BE ABSORBED PRIOR NG AS SUFFICIENT TIME HAS BEEN ALLOWED BETWEEN COATS 1*0 DRY I BETW, DIFFERENT '... ..... CASING BEAD W/ WEEP HOLES 0 . �- . -� TERMINATE 4" . ."I I 4 . �� ` 1� . . kWE.ZOAT Ar--� t GRADE FOR UF E SUBSTITUTED, SUBJECT TO WRITTEN APPROVAL FROM OWNER. BEADS LOC'D 0 BOTTOM ,; 2� MIN. ABOVE FIN. TO APPLICATIION OF STUCCO. IF BLOCK REJECTS WATER, USE EITHER: AND DEVELOP RIGIDITY TO RESIST DAMAGE WHEN THE NEXT COAT IS APPLIED. SUBSTRATES 1,"' . "—OVERLAP LATH ONTO CMU 6" MIN & FASTEN W1 PAIIqT . - ,, ... " -TERMITE , , "'""' 44. RMER I& - (� CUT *K' 3A: BONDING AGENT (SUBMIT 'TO ARCHITECT FOR APPROVAL, IF USE IS REQU'D), OR 4. FINISH COAT. USE ACR`LIC FACTORY-PREPARED FINISH-COAT PRODUCT AS SPECIFIED. A TUATED FASTENER .. � Ir . 1 3B: PAPER BACKED SELF FURRING GALV METAL LATH OVER VAPOR BARRIER OR WATERPROOFING OVER MIST CURE SHALL BE MAINTAINED AS NEEDED FOR CLIMATIC CONDITIONS, AT DISCRETION OF ' \ Isr com 210 ma 3m wAT TuAL . 1fTHK, FINI %"THK. 3-COAT STUCCO OVER CMU SUBSTRATE m /,j /8 - _ ,;\\//,4//\/4;,L/Y/;,�, MTL LATHE/FELT Y8r Y8" /18 y8" CMU. (IF 3B: USE 3-COAT SYSTEM OVER PAPER BACKED LATH AS SPECIFIED HEREIN). CONTRACTOR. BONDING AGENT —J-. AT WOOD FRAMED SUBSTRATES: PERFORM i7 � UNIT MASONRY Y4" )/4" �/'I 4 SM[CH 00AT. MORTAR JOINIS --(IF REQ'D) LA -N-F.�-T�I P S ALL WINDOWS & DOORS & OPENINGS -- )/8" 8 5. 890" COAT. cwm mwS FOR Mumo OVIER LATH & VAM wm- '-:',r-'I-: DRAWINGS; IF NOT - - I I . STRUCK FLUSH § I �, 6" STRIP OF DIAMOND MESHIED- �--�-x- >,, ��, --co I . 6. FINISH COAT. USE ACRYLIC FACTORY-PREPARED FINISH-COAT PRODUCT. A MIST CURE SHALL RE DETAILED, ON DRAWINGS, FOLLOW SPECIFICATION FOR MAX SPACING BELOW BELOW: I 11 ,;?Ix � PML*D C600 WMM PROPORTION SHOULD BE ADJUSTED TO SUIT USE AND CLIMATIC CONDITIONS AT PROJECT I '. .1 . -..., I . . � BLOCK; DO NOT. .1 GALV. LATH INSTALLED 0 '�, I pNrSS. T MAX. AREA OF PANEL: A. 144 S.F. ON VERT SURFACES; B. 100 S.F. ON HORIZONTAL - ! � - < I URFACE THAT IS RESISTANT TO ABRASION AND UNAFFECTED BY DAM r- FOLLOW TOLERANCES MAINTAINED AS NEEDED FOR CLIMATIC CONDITIONS, AT DISCRETION OF CON RACTOR. � I I j " 45deg TO OUTSIDE CORNERS . -1� < I SPOINGE BLOCK ,'�'] ,� .., . I :.� "I 11"' , ENCES AS LISTED ABOVE. 7. CON7ffiL J0042 STUCCO DIRE-CTLY OVER CMU NEED ONLY BE JOINTED AT THE CONTROL JOINTS IN SURFACES FACE ��'I. . I �'.11��'. OF STANDARDS REFER' . ... I RE OF DOORS AND WINDOWS FOR - . . . .. I — UNO, AND WHERE DRAWN ON BUILDING ELEVATIONS. USE PVC/VINYL CORNER MAX. DIST. BETW CONTROL JOINTS: 18' MAX, LENGTH TO WIDTH, RATIO: 2-1/2 TO I .1 I ....t.�. Y�" THK. ROUGH ADDED REINFORCEMENT AND - --..----- I -.. BEADS, CONTROL JOINTS, ETC. � . FLOATED BASE & AID IN PREVENTION OF I . -- . I . ;..� "SCRATCH" COAT CRACKING . I I. --� I . I ) - , , � 1� - , , - , , . I — -------- ------- ------- ------ --.------- -- -------------------- — -- ----- ------ ----,----- ---- — --------..--. ----� ---- ----------- I I (�) � I . I I � � I . - . I I I I - I - I . I 1i --OE . I . I ,--- --- 'i X, I I - � I � I I . - I � I . I � I . I I I \ . , I I . I I 11 I I 11 ,p I" A ffill& I� I ,,c;iMfh I ,1,11*1 l,I 11101 I � , "I � �III � .1 . 12 � , 111"IN I'l I ,�, ;��"'�r,,��,�,�-, I 1 . I I I N, ��' ,,� ,�,R p 9- 8 1 1 - "v) I ��:% , qlzz:� I 1 -0 � . I" � 4 � . I. ,,, �%,�I.. , I I - - I , . m � I I , ��, I �,%--, I - ", " " 11 I ", I " " . 'Ill,�� 11�- I -� ' 11 11 - 11. � A � I � I � .�, I . � ' I - John H. Dodd �W'. " I . I 11"�� - � ARCHITECT, INC. ,, I - - � I . I I I �� I I - �,,... I FL:AR0016867 GA:1 0456 . 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I �, I I 4 . � . I I - . - - . . � , - I I I . I .� � 11 � ,� .1 - �', , I . , I I 01% , I. . -. 1� "I .11, 11, � I 1 41 . . ., ,NORTH ELEVATION � I I — I w — .1 I I I - - 11 -�, 1. � -4 � I I .. .. I .11 I -. . � . 1 1 . I �. ; ' ' . �� 1, — � -� � .. I , , . I .1 I I . I EAST ELEVATION I - - � . Ill, � . .� — . 0 1 — � I . T�, 1. t . � 11 I �1 . I I -1 I , 04 � � I .� I - I . I . I � - -1 � .- � � . I 1 1 - 011 I I �' . 1. 1 Y4 " = 1 . - 0 " -., J/4 " = - 11 � - - I . I - I . 1, -7 . I 1, � -1 I � �� I -1 I , . : -1- - I . . - . I � , " I I - 1--..-.- - I - . . - � I � . 1 - . , - � :. - . .1 � ) � I . .-1 I � 11 I ,� 11 . .1 � � 11 � . I I . I . � I .1 - . . I -< � I : , - I � . 1. . I- � . I . I .!. - I I STANDING SEAM ROOF OVER PEEL & STICK OVER 0 >10- -! 11 � I , I - I I, - - I � �'� . �. I I I ,�,,I 1,I- � I �� , � Y8"PWD ROOF DECKING APA RATED I I , I I "Ill I I A � ,��11� -(D U-). . 11 -1 I- NON-IMPACT WINDOWS AND DOORS - CONTACTOR TO � �, � � I A . . I , . I .- I - - I 't �� - 11: - . SELECT AND SUBMIT MANUFACTURERS AT TIME OF I - - I .- 14 . I -, I . 11 -1�-,' .. 1. I PERMITTING I I i . - I . '. . I . .- . 1: . - - � i . I ..�7- 1 1 1 1 � � � I - � i . 1 3 - L,". 11 I 1ST FLOOR FLOORS: TRAVERTINE 2024 JOINTLESS C) N.- - I � 1) � . % -1� . . , � � . .. . I I 1:.', I I "I I , -1 - - -1 �� I I I I. .- -1 - I . - . � � . D FLOOR FLOORS: MANUF WD STRIP I � ,�, . I I I - 1, I - I -11 . I . - I 11 -: -1 - z . I � I . . . -,!tj � � . � 1. , 11 "I "I "I � I . '.I BATHROOMS: 16XI6 CERAMIC TILE - 1 0 - .. "I � I � I I - � � I - I I � . 1�, � I I � I - I - . I I I - -S . I 11 � ��Iw;, . I -111 : I . - I I � 11. I 1. . - - I . �,�-, --� � STAIRS: HARDWOOD TREAD AND RISERS I 0) I � I 111. I I � I � . . I I ". ALL ATTICS & CEILINGS: SPRAY FOAM . I- I - ,." ., - . .� I -- . - �,- 1. -�-�. I I I NOTE: FOLLOW THIS ELEVATION DRAWING 1 . INSULATION W1 SEALED 00 I . ��'' � - -� FOR TYPICAL EXTERIOR FINISHES AND . DRAIL 1. / r% I Z � ... - - I - �� I - ATTICS/SOFFITS INTERIORS RAILINGS: WO�OD HANDRAIL AND GUAR I .,< � w * - 1.- 111 I - � TRIMS AT ALL BUILDING ELEVATIONS . SYSTEM � - . .,:"---* 1 . 1 '.." I I `, I : 1 (�) U I I r�- � � . * I , -, I.,� . .1 I � - 1 ,,2 ,-'-; I - I 1 . EXTERIORS RAILINGS: PTO WOOD (O 1, . . � ' ` � 11 - -- -�" . 11 c=9m===v (.) I 1. 7� TYPICAL HOUSE FINISH: : ... .. j I- I I�I I I I-- SLAB W/ STEM WALL; PARGED, STUCCO FINISH I Lun) i � I - . -�1, 11 . I X, � � � I .. I.1;1- - OVER STEM .WALL . �333 %,piv,fg - Z. c) . - - � � I - I > I - . I -� , . -1 1- ," L�j 1�q I I ,� . � . 1� . I WeIT'l0`5 :Z � � I � 11, , -, I � *."',.- m . - -1 � I i I .1 1. - IST FLOOR,.EXTERIOR WALLS: 2X6 STUD WALLS 12 ffffil , � I I . . . �, t" ," ,-'� ,, , � � im 11 I I I . -Z� I ., � �,,,��,,@, I I I -�� "y" i . W/ HARDIBOARD LAP SIDING ",&"',,,, - . �s -- - ; 1, .- . I I .. . = - op�*� tn - 4 Iw- 1. 11 8 , z tg C�) � I� - �,A , ..11 I I 2NDFLOOR--EXTERIOR WALLS� 2X6 STUD WALLS I'4" '. . - . I I - Uj . I,- "I , I �. 1� �� ' , -1 to - I, I I I . � :�.. � . � � .1 ,,, ", - I I I - - I'� I " ��,;-,.--,�,...�lt-,.---�.,--,.�-�-I `V ',IDING. , - � ,FAYE-, "' __j . ', . . I- I � - I I I , . li� I - � . I " , . , � . a - � U M C14: . ,� I � � , W/41AN.n 1,�A -1A - ` - 1.:. I - . - - `0 I 1 ,�,115 ,R � -P-S - -1� .��!� . ., .�. ., �. I - , I � I � I fill I - , I . I �, . I I . I �' t - I .- .if . , .. I . I 1 . i " -- � I -.1 . - , , 1: I� � - , - I - I I � . ... I -1 ,�"%?,, � - -i-" . r , - ,- 1, , � . -� TYVEC, �2?'?THK PWD SHEATHING, R-19 . ,',,�.�,P,�', , = I....n , . �. I I. b I I - , , I 1. - � , �� 4,� C) I I I . '. I . INSULATI ON'__L - I I , � . I I - I I - ,� ,-� . .. -) lqc� 0 � I , I I L" TRIMS: HARDITRIM AT WINDOW AND DOOR TRIMS, . 11 ---U - *Sv ,---A /I �, � I . I - I I I , I WATER L'WRIMS, � I , .�N........� , TAE(L I E , -: ETC , w ----- I -- ... L . I P .: - � 11 - - , -21 I . I - � ,� i . j- " ; I . - � v I ., � I V9 'I 11'11� �! , . 1 � . I � I --�D I I - rq� ... � �' 1,,Pm �,,', i 1-,,��ak�-,�m - � . . , �,: L,�� I ,� I TOP OF WALL TRIM--1 - I I i , � . I . t � � ,-,�' -- , . - f V) �, � � . ,,� , ,� . 1 - - - � . : I � "I'll -'"�ie' .1----i- I .1 � UNDER EAVES, . - I �--HARDISOFFIT -j , � .- I : .'i'e--� - --I . 1 - � 1f, . I .,,,,,-,I". � '. - I � -- -< . I I 10-T DEK,RIPTION wmg% �,, 1, ,;;�,%,1�1- I I '�'�---'�� - : � - �,UNIINVVVZ�, IYP. i -CHIMNEY (FALSE) , ''" � , - �3: _ - , i� ,-�' '-' I � -, .; I I�� ," - . _". ,�� .- I a- I - I I . C-1 SIT I PLAN - `�0----� I � . �� . � I m" - ,, ' .�L� _ ., I , �,,l �:r _, �, . - HARDITRIM UNDER EAVE = . eT 1-I " I I x2l ''Ti ,, I Co ' I -�"11 ,��1-�i,�---� C-D. I :.- -�. �� . " . I I I I : I ,,,%�, i �I , -o , -- � , I I � C) A-1.1 isi FLOOR PLANS � I 1 I 4�1--;',i,., . 1,w 11,.-.-.��.-*, �1.," , � I .. i I I, = - I , ""� , ., . I I HARDITRIM CORNERBOARDS. - __j I I � a - � - . � I .. - I 1� , I I � ; 11-�,11,17 ,o. - w I i , I 0, I � . ,1,,W-* - I " ,Z�- - ''"... I . I I WATER 'TABLE SEE SECTS I ' '- A-1.2 2nd FLOOR PLANS I - , I � � . T- - . � I T, ,-�, - .:1. . . . " I cl I �,�,-,,� �11.11 " - � 7 I -L - -1 I� � .1 I � - , 2t I I ,:�� - -11��' - .1 � . - -2.1 ELEVAT'IMS HNSE il I I I I I 1-11 1111 I -!� �`� , C'.,`�,, , -- .. I I 11�1. I.. HARDILAP 00 A I - ,'�- ,�",-., . -1� � �,� ) , . � I � -2.2 ELEVATIONS GARAGE I � . � I -1. .: - ,�' '-�, 1-�r L:-. � L":,.�;`� -, -� . 1. I HARDITRIM DOORS & WINDOWS - ��' A I , ,,i_; �,�, - , . I '711 .1 I . .... I -�? , W), I �. �, .r. . . . I I . � 1. 11 I ",� �. ..� - ;,. -,,-:'� - . ] . z � 7��-. b A-3.1 PERSPECTIVES HOUSE I ,'I I I I ,� I ,�, . . I .. - I I I . .-� ". I I;. --�4, - I 1. . 1-11 - . * '1� 0-1 1 ,"0z,'- I EXPOSI - - � - . I - 7 A-3.2 PERSPECTIVES qARAGE . . I . . �, �t� .", ' :- : - . I ,L ,. I . I I � ., - .1 , l,�, ED,:RA0Ek-TAILS AT PORCH - . � - . .I I I� � . ` -� . 1. -�- . - 1. ""..".:� 7 m. -- -, �� I I I I � . I - NOW I- � - . -- 11 -�' � I � .. �f6AHMAUK--Y.,11�,M. 11 -1. N ,�z !� .. �� I W/,,-HAND�FRAMED RAFTERS . I 1� TABLE SEE SECTS ' ' . I , -. I + ROOF PLUS � - - � . � I . . --,---,--. -1 .,. " . I , ]:.�, , �.... I . I .. I " I I �jllll - I -��,-�i,24� . . !I � - - I I � I -1 i . , , 11- ,�I . I - - 11 "�,;'�-',,'. , - - . �,�"'; � - I I - � - 1-- 51; �a 1, 1-----------1 I - � � 1-1 ,� - --. i- .1 -, - . I 11 . 9 S-1 FOUNDATION PLAN - I I - I�TI�9 1 '�I'i.A--�� . � . , ,-, -1 �: I � = � 1% N "�' � ` , �f , I . , - . �, I . " I . ..- & 1`--1,- I . . � 11 . ,0 .- . N,1004 1-111�1�--t .- ,�i. , I- i�.---,., � .- -1 . �� -- ��"I'll, - - -. .1. - ,.7.- L . : I 1 ,3: --(�) I 0 S-2 FRAMING PLANS � '7Z.":,�,", -- �, � . . 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I I I . -- .....,....... _,__,___� . 1�1�' I .. � I I 11 I . . . . . . - ...........l.: I . �_<- _� - ALLOWING FOR THE TOP I" TO FOLD OVER THE EDGE OF' THE SILL AND � I _ I I � 11 . . . . . . �,�l , , - I .- � � I � � ,- I . FIRMLY PRESS ON TOP OF THE SILL. SMALL CUTS WILL BE MADE WHERE .1 I ."'.I I I .. I I * , , * , , X , - - I I . 1, � TS THE SIDES OF THE OPENING ..� - � . * * 7 ___- �: I � ::::*-,:, , 11 11 .. . '_ � , * : - 7z!�- " - _ � I . :w -;, I --� 1�__, ., .. . I. . . __- - �:__I 7 Z��-_, .� _.I� ,I I I I � �' _�,�� - I � . .:? . :-,::: . _ Z_�__'17 ., .,.*." .,.,.,. , 1_�, - � -4 - - - ... . . ........ 11 _� I �k&�,�_�_'�\ __ "I'll, ,; I .x.:......... I 1'� - __�111_ I - � __ .------- 1. � ,�1�111. -.1. � � , . . . . . 11 - - - - - I . . .:-:-::..... __� ----------- ___ ----.----------------------------------- � I . .,.,., _�_ -__-----------. 1� - . . - . ........ --- __1 I PRODUCC M 1_� � I 11- I . . r I .. . . ....% _____, �� I� _1� I . _0" _� � I � I,- '1-1 ��l I �� I � 1." VAPOR BARRIER .: --- � � I I . PROMM :-. '_ I . . - . 11 I I . I -, -:::::: _--_�2 X . SI6L_---_::,j . . . I--- '... * - _ 1. ER: BITUTHEN PRIMER WP--3000 ll,�, ........ _� I --(() ..::::. ,;:�,----------- .....'.... .... . 2. SaF MOG TAPE / nMNG-. GRACE VYCOR--PLU.5 SELF ADHERED FLASHING _`�%%'I'**1 . �� . I - I. . . . . . . . . . ". . . . I . � � .:, I - . . �, I .......... . 1�1 I . . . .� 1, . . . . .'.,"- ...4 . - . . . , -"" - I - � . - -__ - -----(�)---A 2nd 6" STRIP OF BITUMINOUS TAPE CUT THE SAME LENGTH AS CARM PRMM- .I--, :.:.:.,I I I.*. : :::::...,. -, .... .... ...."*, ....... I . � - t ,: . 1'. PF*M CARLISLE CCW-702 SYNTHETIC RUBBER/RESIN SOLUTION QUICK DRYING '_1 . ... - I 1, THE Isi (SEE STEP #3) IS PLACED SUCH THAT IT OVERLAPS THE I .. ........I . I . . 1-1 EDGE OF THE PREVIOUS STRIP, COVERS THE TOP OF THE SILL, AND PRIMER. e - .1 � I ,�., .,.: :.:.:I:., '-�,-.."::,.,.:.:.. . .:.: � . ........ 11 � . �.":- .:.:-;.:' , ::-. . --, I, . .1 1 7 � / nMNQ CARLISLE CCW-705 VAPOR/AIR BARRIER . . ., . . ... ..� . *.,... . . . , : EXTENDS 6 INCHES UP BOTH SIDES OF THE OPENING. L SELF SE4.140 TAK I .:.:. , � . .., .......... - ... . . . I- I � I I I M EM BRANE/F LASHING. - :-::: . . . .., , * , I i � w A . ... . , I � 4 WIDE BEAD OF CAULK/SEALANT (FOLLOW WINDOW - � I :-:-:- �: . "��- * I. -- � � I I , , , . . /___(�,__ � . ...... ! I MANUFACTURER'S INSTTRUCTIONS/SPECIFICATIONS) IS APPLIED CAULK / SEW*.- TREMCO VULKEM 116 (NO EXCEPTIONS) .. . .. . . . I i . . . . .-----�- I . . . � : i 11 . ALONG THE ENTIRE LENGTH OF THE SILL (IMMED. PRIOR TO - :.:.: -- . ...... I �I � i . JL I . I . I ___ _ . . : PROCEDURE (IN I � I I . � ...P�lz .. . . _ INSTALLING WINDOW) . . ", .... . � I I i � T� I . . . I . � - � GOM NM. - ,; :. . I .. . . . I � .. i I 1, - .:.:-r�l 11 .. ::::::: -JP7R) -� - 1. I . i �- UTER'S RECOMMENDATIONS FOR WINDOW & DOOR . . .r�,, . I . . .. I - , . 1. FOLLOW ALL ,MANUFACT ....S�, ." ....... � _10 . I __ - , , *�1' , .��, ,� I . V__ 11 - MOUNTING & WATERPROOFING. COORD. FOR VARYING FINISH MATERIALS Z� , . : . I I * . , I 1� ,-,-, * ,- , * :11 ". :. I -1 1� - � , I � .:.i,��,,�, - - . . . I I . . . I . -1. THICKNE.S�(ES). . ...� �>, .*.*.,. I . . . . I - I- , I - :-:,:-. 4 . . .,.,.,. � . - .., 2. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FOR WINDOW & DOOR I',, 1.%'.". . 4 . .... ....... . I John H. Dodd - � . . . . ... . . . � 0 1 TE , INC. f - ** . . . . � . I . . . . . I � M I.... OUNTING FOR WOOD, & WOOD BUCK TO MASONRY/CONCRETE, TO SATISFY, ....... I . . . ..... I - I NOTE: FELT MUST BE UNDER-z/"" . 5 SIDE STRIPS OF . %*.,. . . .. PRIME 5" AROUND I FL:AR0016867 GA:1 0456 � . . , ,. i � 11 2 X - SILL SPECIFIED WIND REQUIREMENT. .. . .,. . . - 2775 RACHEAL AVENUE ? I . � . .. I � THIS STRIP OF TAPE (NO - 1 . - BITUMINOUS TAPE ARE ......_. . . . OPENING AND ON , " _. I _. � � 11 � . I I FERNANDINA BEACH,FL 32034 � 1 3. ADDA METAL DRIP CA , ,::' ': "_�THF BUCKS - � � . I - ' . P AT THE HEAD OFF THE WINDOW IF THE MANUFACURER , , - : :.::- . � �� : EXCEPTIONS); CO I APPLIED TO THE SIDE DOES,NOT .:::::.,::.. - ...... - - I .- I � -4044 �l . � WARRANT THE FLANGES AS WEATHERPROOF. *. . . . . . JOHNN DO D(CDBELLSOUTH.NET I - _- �.l.t,� � - I I q I I ;. . -SEAL ANY GAPS FOUND IN THE CORNER I . '. . i 1. ) jl�. SHALL.COORDINATE � . -,.:::::::.. '. "* , (REPRESENTED BY � I I OF THE OPENING AS 4. IF 'USING ALUMINUM-CLAD WINDOWS, . 11 I � ,, . .... . "I.; INSTALLATION OF UNDERLYING PIECE -FROM SHOWN I WITH SELF-ADHERING BITUMINOUS TAPE. ... :::.:.. DOTTED HATCH) V . I- � � . . . _� 1, Revisions after Signed Release ,; I .11, ....... �'lz -, I . � BARRIER AND TAPE AT TIME OF .� , I . . . . , I - I '' �. , STEP , . � . -�,, I ,�� 1 �#2 , I . ,, ::;-I - . I Shts. Nature of � CONSTRUCTION FOR PROPER LAP I � - I '1� 1, " L ,, .:.- - " , I � � I � Marked - � . I I . . EADY IN �� I,--, , . . - � "_� - 1 8-28-14 " 2nd PERMIT RMONS - IF VAPOR BARRIER IS ALR ' ,- I- - I � I 11" No. Date; I Rev*diorm PLACE: A SLIT-IS CUT IN THE VAPOR 1-1 1� 11 I ""I,, � � . I �, , . � . c GES ARE OT BUBBLED I BARRIER DIRECTLY A > i � , m I � 1. FLANGE AFTER THE WINDOW HAS 0 - I IF FELT IS USED ABOVE OPENING; A SOME ALUMINUM 3 ' APPLY �'WIDE �,�' ,I I 1 8�15-14 ALL PERMIT REMONS . I BEEN NAILED INTO PLACE. THE SLIT -I __-(�)--HEAD STRIP SLIT IS CUT IN THE FELT DIRECTLY CLAD WINDOWS I-, � TAPE, WITH 3" . .1 1� I I � � - I . IS CUT TO EXTEND 6""ON. EITHER - -_ I OR ABOVE THE HEAD FLANGE AFTER THE ,;) . MAY NEED TO BE �,�_, I OVER THE FACE OF � SIDE OF THE WINDOW FRAME AND . ) . BIUMINOUS WINDOW HAS BEEN NAILED INTO PLACE. / SEALED WITH TAPE > � _11� THE BLOCK/BUCK, , I 11 - THE TOP PIECE OF--THE BITUMINOUS - TAPE IS THE SLIT IS CUT TO EXTEND 6" ON 114 - AT THE CORNERS I 'A AND THE OTHER 3" 1 1 � I �, TAPE IS INSERTED UNDER. APPLIED; EITHER SIDE OF THE WINDOW FRAME I i INTO THE BUCKED I 11 � �t_l_ � I . 0 �__l NOTE: AND THE TOP PIECE OF THE TAPE IS OPENING AT ALL ,_ - . �, - NOTE: VAPOR : VAPOR INSERTED UNDER FOR PROPER LAP IN ) . . I ,� .� f�, ! BARRIER 1<�, (4) SIDES, PER `_ I � - �1� �v, � 11 / , BARRIER MUST LAP I DOWNWA TION. -ll-,, � .0< r__% I ._� 1, OVER FINAL TOP I'll ABOVE : : 1, : �`�4� - � I , � N, PIECE OF � I- 1-1 I , MUST IF OCCURS- FELT - C�' : APPLICATION. �%�- f "I. � �, �l I a , * 'r�� -, l____l , V"', � I . I 1 ,, 1 OVERLAP -APS OVE TOP - � I I � I I I, I ') "�,, BITUMINOUS TAPE; ll_� I f ��___� �,;_,::�":�- � I � I I I NO UCEPTIONS I I I THIS- TAPE IIECE OF �1� � � .��," __@ I I , .� 1, , I 31TUMINOUS TAPE , : �, ,�, li ___� I _� 1, 'l- n� � 11 . - " cl)---1 i �N'l It C) - � ,I ,�� 1%i '14 . , I I , � � - ,�I , I'll",,�, . , (Z V'�'� � ,I /T*N -_ I , I I (.) __j k I t 11, ZORDER OF I �, �I o I I I I 1;mAll I -1 1-1-- �gg � � I 1) -INSTALLWTYPE .. 1�� I I I '10 -�,*--' ulft . L I � TAPES AT SILL AS ' 1, 11 APPLICATION 11 �_l I - . � - . I I LL_ I � � , "I� - � " - I I Y-�IZZIISIN � _1.11_1 ----;,l "' � I��%��,_ ��,,�E'i4AI�c',P,,I � ,� .,"I � ' , " oe F �.775'7"r',:?, ,� -',',,4 4 ItIr *1�11`� � 1-11 1�141; '� "fi t, r'l-) , (I.E. NAILING FLANGE) �, - . I ..... Z� 'I, : _�� I—, �7 1 _ I , IN,,STEPS #3 \ OF TAPE T5.5, mp"', 5T ��,�� ,,�A�mk��`k , ,, 'lpv 4'MW�w� �5 4A� RQ , � , iv'�l �,%yl'_Xi Z,� 1. �� Z�, (j),"THE FLANCED _ (Z, / ; I ,7 , �,_, i - I , , ,,,,.SHOWN,, - - -x'� . 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',.147-'=-ll-- ,� "' , , -1 , - , -, I . �__l I STRIPS OF TAPE I I I 111_111;�llcll il ib,� .�`,--.1,,- -, 5 - � - .i,- I . %IV I ,,, " ��p,i"n7m,�;�Fg '�,-."'�.-��`-�', '� -1.1M 17117t-m- 1 1 -0 � A, I �-.,"l�,'�`,�;�,-,,g,,,%' ;�M'lfn 1. - I �11 " . .- I ! � .,�.. - _r - -p,_?,,: 44. "�-,-, ,. m�, li r �,, \11 I ll�� I - 11 �5101 I _ ," i",I-- 7 mrl,_A�-�l . _�� , � � ,.�� . .I r,,�l TION fl� , .i��k , ,_1,_ - �l 11 I . §M�Ml - _, � - - I ,�,,,'x---,,g __ L--m-m ll_.l___l-.-,--,-��._! .q< .- - __�_(t�_A 6" WIDE STRIP OF , . 11 �,,""'v,��r_ I BITUMINOUS TAPE GOES - - ,,, , ��411�1�'- _R�,�l _`_. r_ � g--.,;,---I-- I ____ 1 m' `�`-;ll I .� __ , I -1 Ut IAPE PIECES; �,� ,',� �V',g;,�v,� .1 I �k�l - _'N - � I I �l , ", .1 I __ :, - l?ll�V-l�',Al:.l'l%Mir_'1� " .. � I I ;,� ,':,,�� mgm OVER SIDE FL�NGES OF ll� \_ �,,,, �,� ,!�. -;;; � " ,,,-,� S"'g, . I ..m, � ORDER OF APPLICATION FOR PROPER LAP 01 (2)-- . TAPE OVERLAYS THE SIDE PIECES OF MEMBRANE; - . 11 �ml'v�,'A§111111�, -'NO",�" .. ", t_ i -11. � �� . - I � �� r �-,,! � � I ...", ': . , t��,`�,,-,,I�z�,, �� I _ - WINDOWS AND LAF5 UVER - I )))) 011 , " � ....� I �. 11 I I � � ,'�� I . ; , I � 0"% .1 - , 1.1� I I , FOR SELF-ADHERING BITUMINOUS TAPE 1 - FIN ONTO THE BLOCK I . 1. � I- I , �"I �� ! � 11 I . , � ;, -"'� , e, . M , I 1. "I 1 IF FELT IS USED, JAPF IS INSERTED INTO THE SLIT SUCH i � . � I " wX, .,Y, 11 � � 12 � ; - - STRIP,AT BOTTO 1� -1 ,� _ '. I 'THAT IT OVERLAYS THE OUTSIDE OF THE HEAD FLANGE , 11 e, . � I I �l N�11�; S t-4141" � 11" 7 �,4111111::!:� , -. I - ll� - W/ 4"JAPE. I � �! '4! 111111111� ��, `1� � . . 11 I \ ' ,� - ,,, (MEMBRANE) @ EXTERIOR; PRODUCT: (NO , - , -, , ':, . �'ll I . - . 11 11 Irl, -11111-1- l%11.11 - - I'll— , I - I�l � 50�v . 11.1 '.. I I � . , . -_ , ". t. � - . ", �,. I � 1'�,�&,Y? 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I . 11 I �11 I -_ � I. I - , I < 2% ,afe Reledsed: 7- " � I . '. I I I I . I " ': . - . � I -1 � � � I � - I ... ,;, I .1 L 11 , � - . . L I I . I 13 -_ . V') _< .' ' " I , I 11 . . � . I . , 3 ALL WALLS BELOW I . Wo DrvAq'a not relemad for the pipam of cmft I I I 41 _' I.. � � AVG VATION mmirls I � ,; �� 1. . . I � ,. ! ! � , -, , �. � - - - , ELE I . - I I V, , vg�- , ,: I ,� 11 ".. - I . � I � �i ,'.��1_1� iq st I I Wes tM R*m Date in he T*Me&is date& I � I�_ "�, ! 1 : q�� ;-I - I � I �I _� � t 0 .r4j, x � 11 � .�,_ , I � � � CD . �� . I I � I , , . I I L. � & I "i � I - r I I .1 I I � , . I . I � I WATERPROOF W/ 1, ' I . ' . 11 I I , _�l :1`1 : I . - I I I � I I I � . q, - . I �! I I I I . 1 I I i gq,',- C=k - - � � I I I .. � � � , I . � I. WAY'FW . u V, I C) � - r'.) , I I I �� A I I � - ", ELE . I . . - I� I . FRENCH DRAIN SYSTEM I -11 , Ill t� - AA " , 1, 1 I �: . L VATIONS GARAGE I . GRADE 4i GARAGE: -, � I � , , I .1 � - I I I I I I I . . . I . . 1, � . . ,"I , 1, - I ,�� , 1.....I � . , I . I 1: I , �, - - I . � . I - I I ,-;, 1\ �V!4'�j�;;,;;"".�z.�.."�-."""-�ll,� � �- , � .0, I , - . r�. . . I I I Im 1�� lm,l� iS .. � - , ", � " I � . �, . ' .'" �.___...I"..,....l�.ww_._._._..........�__ -1......I—.....l..._l.l_. ....... 11 � � L a 11-11�..11 " I I � � , I I I `�e,`X;,�-�,- , - . :A _�_ ,41 � , .1 � .1� -,.�....-.."�..-:;..��.-�;,.."-...��..��..'�.,�'C, .____._'117�77� SFeeT , ,,t� :, � � ,I I I �__............� -?l 11 7 1 North / Elev , , "7.�"..."... !,�"."��',-1 _7`- 1 . I I 11 , : � " . .1 I I � I � :r�'i, , ��1, I I� -.1- � . I , `�,�Rr`.,�,�q��-"."�" r "I ! - I �1� " TOP OF SLAB E I , �l fl, I I I - I ,",,,,-, _,-,�V-,I � 11 I 1-1 r . I � . . � ,. ! I:`,f�,�� , I I I �� I I , I " I . I � . .........�' I :0'1 . ; - ��-,'�',,.- I - I . I I ,� "' I , - , ?�%... ... . I 11 _ I . ! I I- __ 1 , -11 - � . . , � I : , . I � � . . , I """" I .1, '_�, . I I Ll -_ . I I , " 1� . � I "" _ I - "' ., .11 � ;: � ' I . 1 __ I � I I i 11 I I I I I I I - -il, I� .1 1. : ; �. , , � I. I - I . I �-,-,-,.. . 1.�_ ,l k I 1. I , : � - � j , . . I I � `� � I �I I ,1,;�. I I— I . . . � I L . ",_ 1� GARAGE EAST ELEVATION �L I w GARAGE WEST ELEVATIOI\ll 11 S ' '. I . , �: 1-1 I . 1 I 11-11-1- ,- ... A-2.2 I ' ll I . -- -I- I--- _ 1 - 11 . I �111___ I . . I . 1 �l � .11 ___ll � ll.`� I . 1 r L . I 0 - . 1 . . I - _1 -_ �,�,_% . I . I I . I INOTE: REFERJO A-2.1 FOR OTHER CONSTRUCTION MATERIA I I � I I I ',_�",- . , 1 I 1. I . I �,, , : I I _'_, I Z:�l Sl DIE � . , '. I � - m 'ITUMI I '��l PL . -:I-- " _____�_:____;;l ,----";�_' 1w No I I'!'AE*R.-71 T UWT I I"EN I I 1 5;�>% li 6 < , * * _:,ell , , * 5", * * , , * I I -_--k-l' 'D A --.-I- .. '-.---. P I ---�-.--------- - 0 F TH ", . . . . . . . , SH OW1 , , __ I I I _ _k 1) I , � " , �, , , , �� , , I I �� I I I I I � I � . .1 . 11 I ,�"" " . I I I 1- - I , �: . I ., ,, ''I I I � I � i it = 1 - 0 11 1 11 1, I I I -1"� - I . I 1 � I I� '_ �, I ''.. I "I I I . � � Y4 � � I � I I � i 1, I , I L � � - i 6 (� � (� _(D � � �I . (6 4 -1 6 4 6 6 6 4 (� 1 4) 6 T . I I I I - 1 , ; 1-11 i I _1�1 � , - - ___ � I - 1 11 1. � �_______ , __ _ ___,__, _,____" , ___, ___ ______......�I "_,__"�______ , ,, - I I I 1 . ,�_ �U __ Al ry 1 __,L_lL_ - ,__jL, 1111111 �! ll__� _,kL,"]-,I _,�llijl�illjl], L�,,",, S ,,,� , ", '____l__ - - I � "- , � . - -_ " , � . , - � 11 I ____ _ I - - "il- � �� I -1 -, I I I I I- I, "I I I_-l_�,__ ____ - -__I _ _ _". _......�____ __��-�- __ .- I ELI lfIIIJohn H. Dodd ARCHITECT, ING.FL: R0016867 GA:1 0456 2775 RACHEAL AVENUE FERNANDINA BEACH,FL,32034 TEL 583-4044 W IINN 77 ir Ill! I mm I,=1 llII9.1 Y 171 -Ew IIIIII41,�gy IIIIIE A INorth Eley Key� I 0 IMS V N- P'w 5P S -t�z 5 �Sg j7"""t T -�tjj vAq Z�74 ;�A Awi v�-�Ej W xx t wlw 31 -Sl KA '6P az` ""Y' A --R PN- 11 W02 W I K ........... �l N MM� VT g 9,1 -"ot -4 X,"A I`Ij gall I I 4 i'm ME g I KIM M KI g� "A A- .1 vZ-p'? 0, V�, KV,; 'Ti p t-117' ""N "`tA MR;" a I IM, T� -Mill is jjN �Y M- A 9i 'N V —jv.. -pm"m W��em p viv vm ,plip, TI, _,Jim El 44"'.M Ne i�,O'ry F OR -T e�v; NO 4�;K W vAq ,N)V2"" R� IBM �vx gq4 A P,( 'i�O Ml� R� 3 So V -qvpl R IM, ,_,�qzf! 'Ig j I., , k i 0 114 11 V "MR S! 'P, �!' tl J li Ilk 2-1 MWIII-Illi'l WW,,iV q N 'id!M tj -�n,gvg�j, N P, 090;1 t% mvg% Vlv 55 y r V, p- 01 Yi K" 91 Lk�: Ow q, W �V. Iwo "'MNAW I�51 'k, S- MIN15 ziat I'M-=� W. I . � I ! I ' � �l 1� V ? 9 (� �l T T T (�) T . T T T �A) L � , -1 . � I . 1, I t d _I�D , I . . � � . I . . I I : . I I . I I __(D i I I � � . I I I I I � - I � I I . . . I . � I I __(�) I .. . I . I I I I � I __ �l I .; �_ I , I . I � . - I I � il�,_ � � " . � - � --OE PLATE JOINTS OFFSET A- aj am Rm 2216 1, EDGE: BOUNDARY � Z,- -_ - . I �_ E - � - (UNBLOCKED) PANEL EDG _� . . I MINIMUM OF 48 IN. f`z_ 1.SNAP A CHAIK LINE ACROSS JOISTS 4! IN FROM WALL FOR PANEL EDGE AUCNMENI AND AS A BOUNDARY FOR APA RATED STURD-I-FLOOR I OF WALL SHEATHING EXAMPLE OF UNSUPPORTED . . L IF A HOLE IS BETWEEN 40% SPREADING GLUE. FLOOR DECKING - SE T E (OR 2 X - BLOCKING OR DECKING . . . . . . . . . . . . .E.. . � AND 60% OF STUD DEPTH, THE MATERIALS AND FINISHES . . - I I STUD MUST BE DOUBLED. L SPREAD ONLY ENOUGH GLUE TO LAY I OR 2 PANELS AT A TIME OR FILLOW SPECIFIC RECOMMENDATIONS OF GLUE BETWEEN SUPPORTS) "I ___". .. . I - BIRD'S MOUTH NO MORE / PLATE IN CORNER HOWEVER, NO MORE THAN TWO MANUFACTURER. WIFE ANY MUD, DIRT OR WATER FROM JOISTS BEFORE GLJING. PLYWOOD, OSB, OR -* . . . .. . �., * , , I" * * . - ____l OTHER SHEATHING; SEAT SUCCESSIVE STUDS SHOULD BE& LAY 1ST PANEL W/ TONGUE SIDE TO WALL AND NAIL IN PLACE. THIS 'ROTECTS THE TONGUE Or NEXT PANEL FROM I--' STAGGER END JOINTS . * . . T . . rl) C . RAFTER DOUBLED AND BORED THROUGH DAMAGE WHEN TAPPED INTO PLACE W1 BLOCK AND SLEDGE. � �l� os . ____-C'4 I Cy" IN THIS WAY t I ITE-APPLIED, Y4" BEAD OF DRAWINGS . . . . :I- . . . - i APPLY A CONT. LINE OF GLUE, ABOUT,y4' DIAMETER, TO FRAMING MEMBERS. APPLY GLUE IN A SERPENTINE GLUE, OVER ALL FRAMING IN _,<, (.---.-,- . . . . . . . . . .I . . . . . . . . . . . . . - 1�0 i I '*IN MAX DIAMETER OF HOLE NOT MORE I I ll_� I . . . . 1,:��. .: :.. . . . . . . . . . . . . . ...: * * . . . * -_ . � , �I , THAN 40% OF STUD DEPTH (60% PATTERN ON AREAS WIDER THAN IY2'. ARM- MUST MEET APA AFG--I. - � CONTACT WITH SUBFLOOR AND AT FASTENER-' -_ - . . . . . . . . . -PLU B (131R�D IRD'S MOUTH A .- IF WALL IS NONBEARING) &APPLY (2) LINES OF GLUE ON JOIST WHERE PANEL ENDS BUTT TO ASSUME PROPER GLUING ON EACH END. VE JOINTS (OR SPACING 0 .r � . EDGE: EXAMPLE WOOD HEADER SCHEDULE CUT NTS (FOR RAFTERS) . I . , . /Y8. MIN. TO . . . G oe EDGE OF STUD L AFTER 1ST ROW OF PANELS IS IN PLACE, SPREAD GLUE IN GROOVE Of 1 OR 2 PANELS AT A TIME BEFORE LAYING BLOCKING), TYPICAL . . . . �� 0�-o __T ' ' . I . - \ . \ BETWEEN PANELS AND EDGE , . . : . . . . . W/ BLOCKING I . 1 ).,4 1 -OUT BY APPLYING A THINNER LINE 48.) ON FASTENING . ). * I . . 0 1 - I NEXT ROW. GLUE LINE MAY BE C04T. OR SPACED, BUT AVOID SQUEEZE . � . . WHERE REQU'D ONE STORY OR IWO STORY - I JOISTS. . SCHEDULE . . - __ � \qj . . . . .. . . UPPER FLOOR (f or JACKS) . DEPTH OF NOTCH IS NOT TO- "'_ STUD DETAILS J: . A - . . . BY SCHEDULE ROOF TRUSS NOTES I EXCEED 25% OF STUD \ � STU�Db Y8" SPACING IS RECOMMENDED . .. OF TWO STORY John H. bodd I � __ 7.TAP 2ND-ROW PANELS INTO PLACE USING A BLOCK TO PROTECT GROOVE EDGES. OINTS --FLOOR JOISTS, . . . . .. . . OPENING SPAIN (I OF JACKS) - W DESO LOO I ARCHITECT, INC. DEPTH (40% IF WALL IS : �S-0.0 /I NTS UNLESS OTHERWISE INDICATED IN FEET - I : L STAGGER END JOINTS IN EACH SUCCEEDING ROW. AY8' SPACE BETWEEN ALL END JOINTS ANDY8' AT ALL EDGES, I I-JOISTS, OR OPEN . . .. ROOF LIVE LOAD ------- 30 PSF FL:AROO16867 GA:1 0456 � 2775 RACHEAL AVENUE I . NONBEARING) � �_� INCLUDING T&G, IS RECOMMENDED. (USE A SPACERJOOL TO ASSURE AC RATE AND CONSISTENT SPACING). - WEB JOISTS I ., . . . . .. . (I OF KINGS) r�) I I ROOF DEAD LOAD (ASPHALT, 20 PSF I I FERNANDINA BEACH,FL 32034 I . . � I - I � . (CONC TILE)---------------30 PSF � TEL(904)583-4044 � L COMPLETE ALL NAIUNG OF EACH PANEL BEFORE GLUE SM. CHECK Tf- MANUFACTURER's RECOMMENDATIONS FOR I -STUDS, ROOF O'-O" TO 2'-10" (2) 2x4 (2) 2x6 Wmall:JOHNNYDOOD(cDBELLSOUI"AlT I ALLOWABLE TIME. REFER TO FASTENING SCHEDULE IN THIS DRAWING SET. TRUSSES, OR (2 KINGS) 0 JACK) (I JACK) � - . - FLOOR JOISTS 2'-11" 10 4'-2" (2) 2x6 (2) 2x8 WMT* LIVE LOAD RATIO (MAX): LENGTH/360 Revisions after Signed Releas I I 1 (2 KINGS) (l JACK) (2 JACKS) Not of -_ - � . � - Shts. �T I I GLUE 4'-3" TO 5'-4" (2) 2x8 (2) 2x10 I . -DEAD LOAD RATIO (MAX): LENGTH/360 No. Dutg: �Marked R-...- I FLOOR DECKING (SU-BFLOOR) GLUE DETA _--� NAILING �DETAIL FASTENING TO INTERMEDIATE SUPPORT (2 KINGS) 2 JACKS)_ 2 JACKS) . FOUNDATION & - NTS rNA,L IS 6" OC MAX., LION. ( ( . MAL LN PAM OW) *M/30 VW) 1 8-28-14�I 2nd PERMIT REV19ONS 1 5'-5" TO 6'-6" 2) 2x10 (2) 2x`12 -(�) NOTE: ALL SHEETS MODIFIED, REBAR SPLICE ��-1 �� NTS FASTENING PATTERN FOR SHEATHING ON (2 KINGS) - �2 JACKS) (2 JACKS) - . - 10=40 A 004Q DESIGN & PROVIDE ALL BRACING & BRIDGING REQUIRED CHANGES ARE NOT BUBBLED I 11 I ROOF, FLOOR, AND WALLS 6'-7- TO 7'-6- �2) Zxl 2 SEE Y AND FINAL WORK. B-15-14 PERMIT MONS : . STRUCTURAL NOTES SCHEDULE - D W/ THE- WALL TOP OUT: ADD SIMPSON SP MULTI-STORY (2 KINGS) 2 JACK) - PLAN I I ___jD8W- ASTM C 90, ACI 530 em SM LAP gm � ROD STRAIGHT & THEN (1) OR SPH STUD PLATE TIE 0 EVERY 7'-7" TO 8'-2" (2) 2xI2 wl 1/2" SEE - TRIM: TRUSSES SHALL BE DESIGNED BY REQISTERED ENGINEER IN #3 15 1 ADDITIONAL FULL TURN TO ACHIEVE CRIPPLE STUDWHIN ROD SPACE SEE AFTERS TO DBL (2 KINGS) PLYWD (2 JACKS) PLAN ACCORDANCE W/ ANSI/TPI NATIONAL DESIGN SPECIFICATIONS FOR MAETAL PLATE -r I I '. - MWM*- COORDINATE ALL DIMENSIONS #4 __ 20' - RIOU'D TENSION. DWG. / TOP PLATE PER FRAMING 8'-3* & OVER SEE SEE CONNECTED WOOD TRUSS CONSTRUCTION. THE TOP CHORDS OF TRUSSES SHALL WITH THE ARCHITECTURAL DRAWINGS. #5 25 SHEATHING MAY - ;ROD-HEAD I ULE. (2 KINGS) . PLAN PLAN BE GROUP 11 SPECIES LUMBER, WITH A SPECIFIC GRAVITY G=0.46 OR GREATER. REMAIN -cl- I /S-O.O .L_ ____j __ Ini I - URAL DWGS, 5" MIN. f-DRILL AND INSTALL W/ HIGH 11 I - C.) . J/2"DIAM X 4% LAG ,. EPDXY - � 0 P � FLOOR & VVALL FRAMING NOTES � I .. . FIRST; IF NO INFO APPEARS, THEN CENTER = (2) J/4" DIAM,X 6% � Y2"DIAIVI THREADED ROD . .. I - so TO MIN. SCALE OF)/8-=l'-O'-, TOGETHER WITH .4< 1= , O.C. - _ I #2 SYP HEADER. SIZE AND NUMBER . I Ot" BOLTS 0 12' ----�� - .. . ------�� CALCULAT REPAIRED, SIGNED, AND SEALED BY AN ENGINEER LICENSED AND FOOTINGS UNDER LOAD BEARING MASONRY AND COLUMNS; FOOTINGS MAY BEAR ON EITHER �_ /I TAPCON SCREWS--'@,,,,,TOP OR BOLT'W/ 1,Y2" . __ E - OM- CNM. NOTE: THIS MATERIAL UST IS 2ND IN PRECEDENCE TO ANY I VERT �_- f. . . OF PLIES PER HEADER SCHEDULE I .. I�__-- CRIPPLES MAY B MATERIALS SPECIFIED ELSEWHERE IN DRAWINGS REGISTERED IN THE STATE OF FLORIDA. SHOP DRAWINGS SHALL SPECIFY ALL COMPACTED NATURAL SOILS OR COMPACTE6 STRUCTURAL FILL; THE BEARING LEVEL SOILS, AFTER ___*11� & BOT OF STUD & @'w'444k,;,,�,,,��,., . _.. ASHER 0 24" O.C. - NOTE: OV SIZED HE �ER MA - LLJ , I _ ,,i�� - _`�l . -11 I i .1 , RO SEA* APA RATED STURD-1-FLOOR; BOND CLASSIFICATION- EXPOSURE 1; CROSS'BRACING & ALL UPLIFT CALCULATIONS. DO NOT INITIATE FABRICATION PRIOR I �R.. M ',; . .. .. LLJ =:) �-, �,.,.� .. .. ATTACHMENT: NAILED AND GLUED, SEE DETAIL "GUE" ON DWG S-0.0, SEE Ww**6 L - COMPACTION; SHOULD EXHIBIT DENSITIES EQUIVALENT TO 95% OF THE MODIFIED PROCTOR DRY - 1 2"O.C. STAG'D _ ��,_��"",��_i��,,p � ..I .,.�1: �s- -_- . DENSITY (ASTM D 1557) TO A DEPTH OF AT LEAST 12- BELOW THE FOUNDATION BEARING LEVELS; = I— ^ ELT _,` _ . L 2X_ STUD OVER FELT .- USED TO IMINATE U PER &P __CONT. UNTERRUPTED , TO ARCHITECT'S REVIEW AND WRITTEN APPROVAL _(D M ck:: Ln . . . � _L � -I-, OR SILL SEALER MATERIAL OR SILL SEALER MATERIAL . . �� R :11 SIM FOR THICKNESS AND GRADE. - ,"'- �:l I'-- 11 - . - SPAXO*. PROVIDE APPROVED SEPARATION BETWEEN UNTREATED WOOD C) - *00 w 4 glam"'III&IL(OWOR TO CM =A NO* , �, FULLY GROUTED CELL FULLY GROUTED CELL '.'''--CRIPPLES TO HEADER -SIMPSON 361 CS16-�T SHEATHING; BOND CLASSIFICATION: EXPOSURE I I 1 - 6 - - A .1 - SEE PLAN (lST) AND CONCRETE OR MASONRY. . .1 .. .� (WATERPROOF BOND). IF PLYWOOD WALL SHIA ING, RUN PLYWOOD IN HORIZONTAL DIRECTION, IF OSB, I *M 000 BACKFILLSHALL BE PLACED IN LOOSE LIFTS 4ff IXCa* Ir AND COMPACTED. .sq,� \ W/ (145 _�� \\, W/ Ow)#5 - . FRAMING I - � '. ., MAY RUN IN VERT OR HORIZ. DIRECTION, SET I "I (.) _j I CONTRACTOR SHALL PROVIDE COMPkHON DENSITY TESTS AND SUBMIT TO ARCHITECT AT Eff If WALLS ADJOINING I GMU WALL l_l`_ _-1 I CMU WALL. - -- VE:THIS DETAIL(FOR LOAD BRNG WOOD �Ilu AR*0 SM FOR THICKNESS AND - KAM REFER TO HEADER SCHEDULE FOR SIZING, UNO. REFER TO FRAMING . OF VUM�FILL -AND- AT BEARINCAEVELS OF SOIL AS FOLLOWS (PER ASTM D1556, D2167, EXST'G: PROVIDE XST'q _� ,� WALLS)OCCURS @: (2ND) FOR SIZE(S),, GRADE. \ CONNECTORS SCHEDULE FOR HARDWARE. SEE DETAIL. LA_ , . I � _ xff k rMR4 D2922, OR D3017): 1. UNDER SLAB: (4) MIN DENSITY TESTS W/IN BLDG AREA 0 FIMSHED GRADE STUD� 1. JOIN WOOD TO I "�'�._",IJOIN"WOOD TO � WE ik�'-SYP #2 K.D. 19% MAX, UHO I i (2)2X4 STUDS MIN. I ,��,,lll'�1:1�� " A:I)OOR&WINDOW OPENINGS LOCATIONS, 9: SPACING - .IN*SM I2 SYP AT BRN'G WALLS; J2 SYP -OR- SPRUCE-Flk-FIR AT MON PRWIG; KA � . OF SLAB POUR 2. SPREAD FOOTINGS- (1) DENSITY TEST FOR EVERY 50 s.f. OF BRN'G AREA 3. AT INTERSECTION; DRILL Y8"DIAM I B:�OTHEROPENINGS � . I I 9% MAX, UNO = CONT. FOOTINGS; (1) DENSITY TEST PER 50 LIN. FEET OF CONT. FT'G BEARING SURFACE (3) IS PREFERRED I CMU WALLS - C'M U WALLS - HOLE, CLEAN & -- _� .. - -_ CONVENTIONAL ROOF FRAMING / -1 I L* DOOR -'OR-' WINDOW OPENING WIDTH I DER & FULL - OW= 2 SYP#2, K.D. 9% MAX,,UNO. u _< - FU 7M A. GENERAL FILL (0 ALL LOCATIONS, U.N.0): SUBSOIL EXCAVATED ON-SITE OR OINING STUD WALLS FILL W/ EPDXY ROD SPACING: 64" MAX; IF GREATER, I 10 1__� STUDS PER DETAIL -MK= k�4 �m NOTE: ANY STRUCTURAL DRAWINGS HAVE I . I � j - / 'W" W"'* __'N� b &J/2."DIAM X. I "H&B" ON THIS - 2L Us BORATE TREATED ON MCQ TRIA 12, K.D. 19% MAX, UNo. NOTES __j IMPORTED NATURAL RIVER OR BANK SAND; FREE OF SILT, LOAM, FRIABLE OR SOLUGLE .MATERIALS, �T/UNO`I_ MU-TAP BOLTED rmu BOL - "OLTED 'USE�SP, SPH, MSTA CONNECTORS SHEET. QUANTITY - &=M 9 XWx 0=FM PT #2 SYP K.D. 19Y. MAX, UNO, E HESE NOTES I � . OR ORGANIC MATTER: NO SUGAR SAN; FREE OF LUMPS >3"; FREE OF ROCK >4" - ., �s_u ) NOTE: STUD WALL LOCATION VARIES IN ! NOTE: STUD ,WALL LOCATION VARIES IN 7"EMBEDMENT .. ______ PER THIS DETAIL ---____�,I � --- �__ . . - �S-0-0 /1 NTS � ,� RELATION TO CMU; REFER TO PLANS S-0.0 RELATION TO CMIJ; REFER TO PLANS THREADED. 1 . I PERHEADER . - =gawk WOOD IN CONTYU W1 CONC/MASONRY OR EXPOSED TO THE 11 (0*% THIS MATERIAL LIST 11, 211D IN PRECEDENCE TO ANY MATERIALS -0 z - - � B. GFANULAR FILL (UNDER SLABS ON GRADE):� 'CRUSHED STONE, GRADED AND FREE OF SHALL, �1� I .. '�� . . ----_ - - SPECIFIED ELSEWHERE IN DRAWINGS: I � . � I 0 ROD K SCHEDULE, USE (6) - ELEMENTS SHALI BE .15 MIN. PT #2 SYP I � � I _4< CLAY, SAND, FRIABLE MATERIALS AND DEBRIS� I I . -CRI I ILES TO BOTT% PLATE - SIMI,ON SP 16d BETWEEN . #i M*C*kr.- .34 MIN PT III SYP (N*- 7F.- REFER TO FRAMING CONNFCTORS SCHEDULE AND FASTENING . 1; . .I - I . C. SAND (OVER BURIED UTIL PIPIN N VIT S IN TRENCHES & . . .., OR !PH WHEN ROD ;PACE EXCEED! 48" ADJACENT CRIPPLES . 11 SHEDULE FOR CONNECTIONS/MTL HARDWARE) . I I - I PLANS . . - - . , . I OR BANK SAND: WASHED, FREE OF SILT, CLAY, LOAM, FRiABLE OR SOLUBLE MATERIALS, AND � I - / _\ AND KINGS. - K*Cff* USEE FULL SHEET OF SHEATHING FOR FULL 4'4' WIDTH. 1 ' � 01% . . G & GO D f UNDER SLABS): NATURAL RIVER LOCATIONS PER // , I ,� � . 1: I ' . . . I . . �. . � ., . I SW) , - �, - 1 4 1 . � �--CRIII ILE -----z--_- I - I �, I I I . 149*M 9mmRx'"0wAuWm- � . I . . . .1 , 1, 11, ...- � ORGANIC MATTER (ASMTD2487 GROUP SYMBOL . - . �, I �. rl I I ,� - ..- / . " -, - I . . 1 -7_ - I - - 1, - FRAMING FASTENING SCHEDULE , I S U.S . I - m FLOM JIM SITTING DIRECTLY UNDER WALL(S) RUNNING PARALLEL TO FLOOR JOIS CONTRACTOR SHALL PROVIDE SHOP DRAWINGS CERTIFIED AND SEALED BY AN I - * _ _ � THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THOSE SPECIFIED IN . .1 . ,� -T� � I I (1-IN -A- I, is . �l I . - I I - 11 I 11 I 11 I - WIME- I . .I . LA Ll-11 .. -.1 I Ij � I I .... * .,� ..:;;:: .�.'...- .�.. I.. . _____ AND ABOVE &AROUND MY OPENINGS NOT INDICATED ON DRAWINGS. - ' ' ENGINEER LICENSED IN FLORIDA FOR THE FOLLOWING ITEMS (IF PRESENT IN - I - . 'E SHOWN IN THE . � , 'I; . I I I I � THIS SCHEDULE. NAILS AND OTHER FASTENING DEVICES OF A TYPE OTHER ]HAN THOS . I I,, . . 1 - , ... . - . I . I NORMAL WEIGHT, 28 DAY, (AVG. 2 CYLINDERS) - I . a " .�_.....�..*'*, . C11bNG,:-. ...... __�_ -ROD W ON I , .. . . . I � ",;- �.. �, ,i ... . '. t ADD)/2 I--,---A- - I I ARCHITECTURAL DRAWINGS): I I I � SCHEDULE SHALL 01 USED IN SIFICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. . .r . 1.� .1 �.�, ! , ,, I. ..i . : ," t I � . . I . � I , .. - 6616w: * - '. - 11 - CONVENTIONAL SHALLQW FOOTINGS; SLABS ON GRADE -------3000 PSI . . ,� � . I I . � ;, " . 1� __ ,.�;...�. ..... - . , - -m KO*PROVIDE SOLID BLOCKING BETWEEN FLOOR JOISTS,UNDER VALLS THAT ARE � . . . �.� . �.� . �.� . �.� . . �.� . ! I � I I I . . I I I I'- -, . 1 -1- - ,--1 . 1 - ..I',,- -, --,., , . Jr�' ..�.? . I,.A.".�'.4.:.. ,;-......�I* - i 4 . : .� - - � ' NUT/WASHEIR W EN � A. OPEN WEB JOIST FLOOR SYSTEMS . I I '' ''; I� � , - I THE FOLLOWING GUN SIZED NAILS WAY BE SUBSTITUTED FOR penny SIZED NAILS: - . � .,. , I : I . I �< - I ; ; -, . . . - - � � � -.1 "a, I .- � ' "" � - - - - �, � I ELEVATED SLABS; BEAMS --- 4006 PSI RODS EXCEED I TS PERP14DICULAR TO,FLODR JOISTS. B. TJI JOIST OR RAFTER SYSTEMS ' - . I . _ I ALL OTHER CONCRETE (UON)----------------3000 PSI . 6d = 2' X .266'; 8d = A- X .281'; 10d = 3" X .313'; 12d = 3V,4" X .313'; 16d = A` X .3W � . 48"O.C. C. LVL BEAMS I >00. I I . -RODDER ROD DETAIL BEAM BELOW, MUST - IMAIMREF ' - -- D. PARALLAM BEAMS I I I � I A*AH illll�i. � CONNECTION FASTENER #/SPACING . I I - IR TO FRAMING PLANS 1ST, THEN WOOD FRAMING HEADER SCHEDULE, 2ND. REFER E. ALL RELATED CONNECTIONS. V) I - I I SLABS AND FOOTINGS, BEAMS: 3"-5" . I� ,. S-0.0 1/4'-=l'-0-' NUT & WASHER/ TO DWGS "HEADER AND BEAM DESIGN" AND 'HEADER LENGTH ROD DETAII? ON *'m -9 . I __ - ... . � 11-11 I . _ - �. . � PER DETAIL ENDS W/ MSTA36 , . � - - - CM- 8-1 1- SLUMB, 2000 PSI @ 28 DAYS, MAX. COURSE AGGREGATE SIZE OF %" BAND JOIST TO SILL OR TOP PLAN, TOE NAIL 8d 6" O.C� .- � "m " - IN.01*11"� USE (1) ROW OF HORIZ. BLOCKING (SAME DEPTH AS STUD) FOR ALL EXT, DO NOT PROCEED WITH FABRICATION PRIOR TO ARCHITECT'S REVIEW AND . I . ,_ �t�/C�h HOLLOW CMU, ASTM C90, TYPE'I 1, Fm' 1500 PSI; MASONRY MORTAR: ASTM I -..:1,. I. I I 1. COUROM GRADE 2, SAE 1008 STEEL. COUPLING SHALL BE 2 MIN. W/ RODS MEETING @ CENTER OF COUPLING. AND INT. BEARING WALLS 10' OR LESS IN HEIGHT. FOR ALL WALLS GREATER THAN THAN 10', USE (2) WRITTEN APPROVAL. SUBMIT FOR CITY OR COUNTY RECORD. = I JOIST TO BAND JOIST, FACE NAIL I I E SAE 1008-ID25 GRADE STEEL, ,_ .. ; I 6d common 1 3 .11" ��, 1 2. I . . _ I C270, TYPE T _ I (MIN) ROWS OF BLOCKING. I - I "', I I , - - I . . - -I I NUM)/2" HEX NUTS, TYPE GRADE 2, LOW MEDIUM CARBON STEEL, SAE J995. . , . � KA�S & KAM ALL BEAMS & HEADERS AS DESIGNATED IN LEGEND CD ., JOIST TO SILL OR GIRDER, TOE NAIL � " -1 8d common 3 1 . I 1 " " � . TO FRAMING PLANS (1ST). IF NO DESIGNATION IS GIVEN TO BEAMS OR I I -" MAY BE CONNECTED W/ COUPLING(S) TO FORM A CONTINUOUS UNINTERRUPTED -==(MIN.) IN BEARING WALLS UNDER: I - Ww*x J* wormawg.. 9 STM A153 CLASS B-2 W/ 1.5 � � . �"I I � I z co .. - 1� . .1,k 1 I ROD CONNECTION FROM..FOU N DATION 'TO DBL. TOP PLATE AT BLDG. TOP OUT. HEADERS, FOLLOW WOOD HEADER SCHEDULE (2ND). IF UNANNOTATED BEAMS OUNCES OF ZINC PER FOOT COATING; INSTALL 0 16" 0,C. VERT, UAO. JOIST TO SILL OR GIRDER, TOE NAIL . I I - _,�,�11, I A. BEAMS SPANNING PERP. TO THE WALL, UNO. . 8d common 3 ',I .1� � I - 1, �"I I 5. *W AWIM ON INTERIOR APPLICATIONS (GREATER THAN 5" FROM EDGE OF SLAB), WEDGE ANCHOR(S) MAY BE B. TRUSS GIRDER BEARING �l � . . '. I OR HEADERS OCCUR IN DRAWINGS, OF GREATER SPANS THAN COVERED IN . I I / I I I . - , � - - Rd# A TM A615, GRADE 50 DEFORMED BILLET STEEL. I - "� � 7 USED IN LIEU'OF EMBEDDED "J" ANCHOR BOLTS. SEE FRAMING CONNECTORS SCHEDULE. WOOD HEADER SCHEDULE, CONSULT ARCHITECT FOR SIZING. PROVIDE maw BRIDGING TO JOIST, TOE NAIL EA. END 8d common 2 � I - j . I I I ., - maw �6 &a - I 11� - 6. MAMIRM: SHOULD A HEADER LENGTH EXCEED THE MAXIMUM ROD SPACING NOTED, INSTALL CONNECTOR FROM -0=#IM IF INTERIOR WALLS ARE UNDER OPEN WEB JOISTS OR P.E.ROOF TRUSSES, BUILD THREADED RODS OR STRAPS @ EACH END OF BEAMS/HEADERS PER DETAIL - ,I I CONC. IN CONTACT WITH EARTH = 3" 1 25"- HOR. I ST. 2x LEDGER STRIP 10d common 6" O.C. ,�- � - ��,� � TO ACHIEVE MAXIMUM ROD SPACING NOTED. REFER TO DRAWING DETAIL. INTERIOR STUD WALLS 1/8" LOWER TO INSURE THAT'THEY.DO NOT CARRY ROOF OR FLOOR LOAD TO "HEADER LENGTH ROD DETAIL", FOR CONTINUOUS LOAD PATH FOR UPLIFT -< � 11- . -_ -_ . . SOLE PLATE TO JOIST OR BLOCKING, I I ,, I I \/l 1THE FLOOR. RESISTANCE , 2X4 OR 2X6 WD STUDS: I CONIC. EXPOSED TO THE WEATHER = 2" 25"I \\- DOWEL FACE NAIL - l6d common 16" O.Cl � , -11 � �� __. (D L-Li - - CONC. NOT EXPOSED TO WEATHER = �/2- . L VERT. DIST � . I I�, I - A. (3) FULL LENGTH STUDS -,,., - VAWP*M RAW*. USE (2) 2X12 #2 SYP FOR VALLEY RAFTERS - � MASONRY WALLS EXPOSED TO WEATHER = 2" REBAR DOWEL STUD, END NAILED l6d common 2 �,.1 I I I _� �l � . SPANNING 10'-D" OR GREATER. C) I ."l-,� RECU'D FOR OPENINGS OF -.0 0 0 0 ENGINEERED LUMBER NOTES I . � � "I . I �-_I,- 9'-O' OR GREATER . I I I . R = �/2- 1 DIMENSIONS SYMBOL 11 STUD TO SOLE PLATE, TOE NAIL 8d common '.4 . .. ,�,� I � .: - $am . ., I . I REINFORCEMENT BARS EMBEDDED IN GROUTED MASONRY CELLS SHALL HAVE A MIN. CLEARANCE OF - . - , , -2 PLY: 10d 0 12" O.C. STAG'D ALONG EACH EDGE �_� - HIP RM FR460. (IF NOT SIZED IN DRAWINGS) (Z) �l I - �: . . 1. ' I . . . . I . - � Y2- BETWEEN BARS AND ANY FACE OF A CELL. ALL REINFORCING SHALL BE HELD SECURELY IN DOUBLED STUDS, FACE NAIL 1 Od common I I 11". '.1 - - .. `ACH EDGE * � CONTRACTOR SHALL PROVIDE DESIGN & SHOP DRAWINGS CERTIFIED AND SEALED BY AN A. USE (1) NOMINAL SIZE LARGER MEMBER FOR HIP RAFTER THAN COMMON � . 24" D.C. �r I . B. (2) FULL LENGTH STUDS @ 3 PLY: 20d 0 12" D.C. STAG'D ALONG L r ,�, : - . . I POSITION WITH STANDARD ACCESSORIES DURING PLACING OF THE CONCRETE, . - �,",�� _.� I I , - * \ 0____ ENGINEER LICENSED IN FLORIDA FOR THE FOLLOWING ITEMS (IF PRESENT IN RAFTERS, UNO. � A0001141, I � OTHER BEARING1 NON-BEARING . "�- �.- I '. I \ ARCHITECTURAL DRAWINGS): � � � I .. (I.E. 2X8 COMMON RAFTERS = 2XlO HIP RAFTER) - '. . � . . � I ;, :11��. . , � TCH PIATE AS -) I I I DOUBLED TOP PLATES, FACE NAIL I 6" ox., . . . ,�_ ', , WALLS - I U a . I lil, I I �_ . � ____ _________-_--___-_.-_.--_-l.�4.'_._.��' . I . I oL�..-,-,..."1. . -wus, 1 C. Em-GEDDE114111 1- - I I . -1 _,_. . , _, . ,� ;_, ' , - �_ . .. I . I ... ,I � �l I � .1. � . I I I I-_ 1. I � I-� � .- . : I I . . . ... I I . 11 -1 I -1 .a� 1. __ -, � .-1 � -, . � - - . .. ,,� ,_ -, _... - �.. . .14 .��%_ . .. . . ". '. � . , - - .., -l. �l . . -1 , _ ,. � . WOO-Ci�ir `41dPM ALL-�AN GLE,-3,�BAR,-ANCHOR I , I I C' 1�' ES�fj*; : _' __ _ , ,_, If HFADER,'UFAM , I A. OPEN-WEB JOIST FLOOR-SYSTLMS , ., . . I 1. ,E (2) 2X, ' MP RAFTERS WHERE SPLICES ARE RT'0IJI,RED,, URO.t _ -, - . I - . ��' .., - � . . _Q.,U5. � t2 FOR . . I � , . ,.,,,- . I . TOP PLATES, LAP & INTERSECTIONS, ;, R PL - I- 1. GLUED ANO NAILED (ALL PLYS) ' I -,. - '. I ;.1- -., t�,,, " I . - (2) 16d OR (3) - 0 HEADER__ 0 RAFTER SYSTEMS I . CONCRETE SHALL BE HOT DIPPED GALVANIZED,AFTER FABRICATION. STRUCTUR,1:ITEMS TOO LARGE .------..-.. �,,�-,, I . L TjI'jOISf AN' � . LO . L I I - , , 11� � 11 � il � FACE NAIL 10d COMMON I I�l '.-, I -SIMPSON 36"L CS16 .. 2. WHERE BEAM SPAN IS GREATER THAN L LV1_ BENNIS . TO BE HOT DIPPED GALVANIZED SHALL BE PAINTED WITH COAT PRIMER. q -.----.. I ;�. I - HmmE STRAM. PROVIDE STRAPS 0. EA, TRUSS, RAFTER, INTERIOR 4 .�, , . . I'll - I , "��l . - (1) 2X4 11 I I � CONTINUOUS HEADFR, TWO PIECES 16" O.C. along 4_ . . ONLY WHEN ROD SPACE ,,I OR 2X6 HEADER 8', CENTER 8'-O" LONO PLYWOOD AT 0, PARALLAM BEAMS -IT- �" , I I !i 16d common _� " . I . LOAD BEARING WALLS, AND/OR BEAMS FOR CONT. UPLIFT RESISTANCE, TYP. ". , I I -,each J�yi__ �� .. .�� ''. . STUD N, BUTT ADJACENT E ALL RELATED CONNECTIONS. . I., I E/ 1 --------.- __. . . �,� I � . I � � 1. � - = WTS F%" nM W )VICE %,i � . .� �.":,., � 11 I / ___-___4 ,*0* PROV %*�1�.5. GALV. ANCHOR CEILING JOISTS TO PLATE, TOE NAIL I �* : �':_ 1 I - � I I 11. I I \�_ ____ (2) Ii[ADER STUDS PLYWOOD PIECES TIGHT TO CENTER - 00 NOT PROCEED WITH FABRICATION PRIOR TO ARCHITEV'S REVIEW AND WRITTEN . 1. _�. - 41 ll�'� rl � . � ." �l . SB WALL & ROOF ' I �1�- . I '* - _ '' ----I I __(D "le -RS N I % ------.-----..---.--------- ____. � . I "I ;,,�'. - REQUIRED FOR OPENINGS PIECE. STAGGER JOINTS AT BEAMS WITH 8d cornmo - -.-------- - I .1- - " I . _,_.� . 11 ��I . I � � � -"I � . -EXTERIOR" APA RATED. I BOLTSIV/ 30 1 r GALV, PLATE WASH[ T BOTH SIDES OF CORNERS�l EACH SIDE OF ALL . , - - APPROVA[ " _1 . I . I . I I- �.��,,"�. I I I I- I Of 6'-O" OR GREATER MORE THAN (1) PLYWOOD PLATE - SHEATHING/DECKING (REFER TO DRAWINGS) TO BE -,-- I I - - . OPENINGS, SHEAR WALL ANCHOR LOCATIONS, AND AT 3f O& EMBED BOLTS MIN..OF 7* IN CONC. TO STUD, TOE MAIL 8d common I 3 � I�"I��,�."�ll , I � � I I 'HIT w . I : I SLABS, k IN MASONRY CONST. REFER TO FRAMING CONNECTORS SCHEDULE FOR REFERENCE. -.---- ,� , . I . ": . _� I .1 cS PISLRIPT19N . I I .�_ - . I emwo Ma. . , - l . � - . I . I f I . CEILING JOISTS, LAPS OVER PARTITIONS, � " . . - �I`., " I I 1� I � _.-_� I , , I _u7� � I - ., -11 . . I I I , � (3) 16d OR (4) 10d � �� I ,-.1 11,,,I . I , I - 1.I.. lx I,� I LIVE LOAD RATIO (MAX): LINGTH/360 I C--I SITE PLAN I I . �, I � FACE NAIL ---------- - . - -_ --- "'i"- I --- F -_ � �r�.-,,, �_ . HEADER & BEAM DESIGN , . 2 A-1.1 I st FLOOR RAMS I � I I - `- ' ' ' � - ' �- I . SOL " 10 4" MIN. THICKNESS OVER 6.MIL VAPOR BARRIER OVER TERMITE TREATED CEILING JOISTS TO PARALLEL I- , ,� I "' - �l I 1. - -1 _� H&B ' I - , DEAD LOAD RAT10404X): LENGTH/360 _- I - ' � ,(AIPPLI, . "NOTE:,THIS SCHEDULE IS 2ND IN PRECEDENCE TO�A14Y DRAWING I,,,,--,,,,�. - I . -1.2 2nd FLOOR F(ANS � I _D IMMED, PRIOR TO INSTALL OF VAPOR BARRIER (5 YEAR INSTALLER'S z z RAFTERS, FACE NAIL ------- -- (3). 116d OR (4) 10d � I . -1. I . � . swaaamwomminAwasiaxwwffmntimmmmmaoxguormommm N6 SI . wit wh I . 3 A I . � -_ .-.-- ,_ ___ FRAMING CONNECTORS SCHED�,' E DETAILS DEPICTED ELSEWHERE IN NESE D .�'. I. I NTS I I OWN 4 A-2.1 ELEVATIONS HOUSE - I I r � WARR4NT,Y-COORD.,DETAILS W/ WNER) COMPACTED TO 95% MIN. COMPACTION. SUBMIT TO _LqER/ RU�S�TO±��TE, TOE NAIL 8d common 3 ' ,:�,,�__;i. . , i I - I �-, - I HEATHING .,� 5 A-2.2 ELEVATICMS GARAGE I . -,�.�- REOU'D:SUBMITTED TRUCTURAL DWCS; DO r NOT'PROCEED I:—- w.I . ".�l I ARCHITECT C1006t OF 707 ' FOR TREATED SOILS. __1__ __ - THIS HARDWARE IS SUBJECT TO REVIEW AND CHANCE UPON REVIEW OF CONTRACTOR's _,-,� . S . 1:1 . .. AO=*w$& CONTRACTOR TO COORDINATE DESIGN OF OPEN WEB I I . . I fl;I W4 STRII(jilp 0,N OF NOTED STRI I Hub _VIF ., � I �. I '111.4".1, 1, I I I L 4. -_:" em � � I . I �- I .1 � BUIU-UP CORNER STUDS 16d common 0 6' O.0 Srdl) 6" O.C. . iciumi-AEMS-1h LTjj *CV'a ARrWITF,(j:S RE -W AND wgirrEN APPRom I I . t.; - . � 1 6 A-3.1 PERSPECTIVES HOUSE ,,�, I � _ I - , I � . ...� 1. I . I JOISTS W/ MECHANICAL DUCTINIG. MANIPULATE OPEN WEB JOIST OPENINGS/WEBBING � -111 1. . � I � I � ,w . ._____ NAME LOCATION I CONINECI-OR _^ - . . I- --..,. , I . " � SPACING_ ' I I I E TOP PLATE To ACCPMODATE 0 * --' 7 A-3.2 PERSPECTIVES GARAGE: - "' - . . I r I- 1 , . . I . ''. �� ' ''I I .. I . - dA *,'(*/R* Mg) 6X6xlO/1O W.W,F. 0 ALL C014CRETE SLABS; CENTER I�l , . ��.-��- _,,J,1�15,1�6,1-11�. - I � , �. .�� ,r � LOCATIONS UCTING. ALSO"COORDINATE TJI OR OTHER ENGINEERED � . �" 1 . . . 1. I 1 2x- DECK BOARDS (IF SYP DECKING IS USED) 16d common annulor 2 6u. bearing ROD TOP WALL PLATE TO FOUNDATION MUD SILL ,.- `�� "11 .1 . .-.1. . - �, " I . I I ---... i:DOU9L _ _ I I 1, + Rff PLANS' .1 1 2�_`""' I 1�_0�1-�_,_`, . ., LANS I ST; IF,NOT ON-PLAN, I I I I 1_4 LUMBER PENETRATIONS, ADHERING TO ALL MANUFACTURER'S SPEC IF CATIONS. I i -'. ''i"; i I SEE P I � I AND SUPPORT ME8,14iV 3' O.C. EACH WAY MAX. W/ PIECES OF CMU BLOCK OR OTHER�:APPROVED - Y7'6a6'.��STEEL ROD WITH THREADED 1NDSAND 1�*1/21 (MIN) - , - � I S-0.0 STRUCTURAL.SHEET -- - V4'X- DECK BOARDS (IF SYP DECKING IS USED) 12d common unnulor 2 ea. bearing CONNECTOR .,,P�r,. ,, I I 11 . 8 I � ' LAIN TYPE 1. .. I SYMBOL (WHERE OCCURS) JF'N 48" O.C, MAX,.4-CORNERS, OR GREATER I I �: ' 0- � r;,, 3"x 1/0 11 S-1 FOUNDATION PLAN SUPPqRTS; ��*' FAM O.W.F.) ASTM A185, WELDED STEEL WIRE FABRIC, P'' I --- I om I �l COUPLINGS'TO A.B.; NUT W1 hk. FLAT WASHERS ' ' _ 9 . , I I I STUDS TO SOLE PLATE, END NAIL 16d common 1 12.pa. end, I. ,,�",�, 'L�- -�. & @ EA. SIDE OF OPENNGS' . MIN, SPLICE/LAP DIST. - %* 111MIA* PROVIDE UN ER Y4" T&G PUWOOD . I AND FINISH. LAP V"O SIDES, _ I I-_ _--_____j ':rll��!I ,� ". � ;%". . -<�) 10 S-2 FRAMING PLANS I I I I I . ---�-_________-_ - '�Z"�""��- L ' - I�I - � - . _rff I I � - . I I I I - '' AT c6NT ACTOR'S OPTION (BUT FIRST MUST RECEIVE APPROVAL IN WRITING FROM OWNER), I .1 I I m _.-� ,,��.- I _-1 01 #1 DECKING @ FLOO 11 E-1 ELECTRICAL� I I� . y I ANCHOR EXTERIOR WALL: 1/2 ,DIAM X 71 THREADED.ROD ANCHOR BOLTS 4B." O.C. MAX. .�� I MIN (12) 16d OR (16) .151-XY IN LAP ZONE R FRAMING (0 CAVITIES BETWEEN O.W.J./IJI/COMV. FRAMING & OVER ,�'l ., " - it, i 9" " Ij SOLE PLATE/SILL TO CONC/CMU W1 3v��"-*�?x 1/4"lhk. FLAT,,�*ASHERS 0 1 1 . (WHERE RODS DON'T_ ------- LIVING SPACES BELOW) FOR SOUND INSULATION. - - 9000 FM K*OW�* MAY BE USED. FIBER LENGTHS SHALL BE 2 TO 2 IN LENGTH. BOLT (A.B.) .. I _-��_ ILED TOGETHER W/ I . ,-- ��.,� ....... I- I DOSA(Jt��MOUNTS SlIALL BE FROM .75# TO 1.5# PER CUBIC YARD IN ACCORDANCE W/['MANUF. SHEATHING - DECKING - DRYWALL FASTENINQ SCHEDULE FOUNDATION Mlt.'MAX" (WHERE RODS DON'T OCCURI 11 i- OCCUR) I I %J , I � � - - I " �, 1 6d OR .1 31" X 3" 0 6" O.0 STAG'D, . ii 1. , r I - I STAIR FRAMING1NMES . RECO ENDATIONS. COMPLY W/ ASTM C 116. i CONNECTION FASTENER #/SPACING . :,, W.EDGE ANCHOR - INTERIOR WALLS: 4 1 ._;,,_�1113'�. � ,!�,w,re 1 48" O.C. MAX. . ------- . . . ! ----------____- f/2" dlu�_0 SIMPSON .OdE ALL' WEDGE ANCHOR -OR-y2-DIAM .:* ...,. ER CONDITION I � .� �� i I . 11 . OLE PLATE/SILL TO FOUNDATION . � . . -.1., NOTE: THIS MATERIAL LIST IS 2ND IN PRECEDENCE TO ANY MATERIALS SPECIFIED ELSEWHERE . -..... . I � � - . I . - I ,. Roll MPWA,R- I '_ . 12" M . . TIONS - , . � N I - ._� STEEL THREADED ENDS W/ 3" x 3"x' 1/4"thk. FLAT WASH-IRS I - I ,% I - .., � . 1 1,,�,�. �1,, _�I . � !, . .�_�4:. � . I I I I . -, � - I �� , , . , I . .-,,� �I . � ' - - ,, I - " $'6*AVC0 J*11- PROVIDE AS REQUIRED TO COMPLY WITH STA DA I ROD (EPDXY) : 0 INTERIOR SLAB � -�,�� I I I I .._.. . , I . . I I -1. h� I I N RDS OF . OSO I uldim-1 ___ " I � I I . FROM : e,-� IN DRAWINGS:) �:, - . . '. I,, I I. �I I , I I THE [RICAN CONCRETE ASSOCIATION. PROVIDE 1/2" PREMOLDED EXPANSION JOINT Wl ERE SLABS ," I `1111'�, I , � _ , 9 � ,, I LESS To " THICK, I 84 commm I . ' . "DIAM X 7"EMBEDMENT THREADED ROD�0,RCD LOCATIONS PER PLANSI, � ANY -____ -:::;---(�OD I SFA Lop Fm I 1, ' ' � U AROUND COLUMNS, PEDESTALS, AND FOUNDATION MATS, GRADE BEAMS, OR 40 0,1 film If @A Mm"d MENT: DRILL 51amDIAM HOLE, CLEAN'f FILL W/ EPDXY,6' � I *s �A 0�ln 04 j2,SYP, U.N.0, I - 1. I . '' I I IV I '' � - 11 . I I � - . - - 2" THIM ORMAM I"00mm" - , �, �,._ m_llx - ---- OUTSIDE 4�_- e I I :_� . I - OUTLOOKER - . - I �" l� i --*-= & -=-W---Fyk LADDER FRAMING OUTLOOKERS 10 PLATE . .SIMPSON H2.5A HURRIC. TIE (1) @ EVERY MEMBER ,CORNER , >� I .. WALL§ U.N.O. 1,� i 2X STUDS NAILED TOGETHER L EXMIM V4 PT SYP ON ANCHOR PER DETAILS . � I I� am PLY 5 W/ 11 .1 I I � 1:I i. � i HARDWARE OUTLOOKERS TO USS OR RAFTER SIMPSON A35 1__�"11, 1 7 -or- I ct f 131"X3" @ I � . � , Il ' HN 6d com, onnular OR spiral 6" D.C. Edge$; 12" o.c. Intermed. � I 1, -1 11 I (1) @ EVE r RY MEMBER INTO CORNER =E 6" O.0 STAG'D I' It CM1 1 R4*�REFER TO DRAWINGS, I . I I I 1� -- I � I - . I � , I , - ' Ta Jdft��,QENERAL JOINT LAYOUT 0 10' SQUARE, MAX. 15' IN ANY DIRECTIO1 . SAW CUT )/2" OR LESS EXTERIOR HEADER @ X 367,"�` OR- MSTA 36 -OR- LSTA 36 , (1) EACH END MIN.;' REFER I 0 - � . C* ,,, thread � SIM,PSON CS16 cq � I � I . . - I . . � 11 ' I - . - ��' � I I I I ,� ,,"� 6d spiral thread I .I: , .� I _. _�. 12" NGERS @ 16' O.0 MAX.; (3) MIN STRINGERS PER -_ _'! . I I .� � RIDGE STRAP RAFTERS 32" O.C. MAX , STAIR RUN Date Released: 7-1-Tr . . - ,,'��_ I 10d tom, OR 8d onnular OR : RAFTER OVER RIDGE TO RAFTER SIMPSON CS16 X SV -OR- MSTA 36 1 In TV's w*I;mt mwead for um purpm of mwo **#AM OWSM ARE APPROXIMATE. CONTRACTOR TO VERIFY MASONRY ROUGH %- AND GREATER 6" o.c. Edges; 12" o.c. Intermed. SIMPSON LCB/CB SERIES COLUMN BASE -OR-, ELEVATION PLAN A GMM SEE DRAWINGS 1ST; 2XI2 PT STRINGERS (.40 RETENTION) @ 16" O.C. MAX.; Wm ft Rdmm DA in W I&Mxk�Mal. . ,, . . I 4X, 5X, 8X WD POST TO NEW CONG. - ,�,_',� . _R DET, bRWGS. PIER ��_ I -F__z7__z7 9AR 210ft _<�) -.1 I SAM[lbAlVY OF POA"AS SOON AS SLAB MAY BE WALKED ON. SEAL EXTERIOR JOINTS WITH AP t'l,l _ POLY f ULFIDE POURAk SEALANT. I I li �/32" 8d com, OR 6d annular OR 6" ox, Edges; 12" ox. Intermed. WINDOW, DOOR, OPENING "1�_,t I . TO HEADE _N -4 A * , - S� � MAX. L I i 09iR SEE DRAWINGS IST; 2X12 STRI I OPENINGS AND ALLOWANCES FOR DOOR AND WINDOW BUCKS PER INFORMATION SUPPLIED BY 8d spiral thread __ SIMPSON ABU SERIES10ST BASE 11 @ TOP OF [A. POST . 1 1/4 - #8 typi 7" c.c. on cIng - I _ ,__ (3) MIN. STRINGERS MIN PER STAIR RUN I 1, . F -9- Head Screw a � . MANUF a Bugle POST CAP ,ACTURER(S)�b,'�,4. 1 ' oypq* *AMR -. %. A 6X, 8X WD POST TO WD BEAM SIMPSON BC & PIC-tERIES POST CAPS , , ,NPQWS AND DOORS, AND ADJUST AS REQUIRED. � � .I __ I B" o.c. on walls 0 TOP OF EA. POST PLAN ALTER 175:7 . I! ,-� �� - I ,� . . NATE - �-Kim a Im . _____ - *= gAiALL OUTDOOR SLAB, SHALL BE PITCHED,y8':l'-O' MIN. VC:V-0- - GENERAL NOTES: 1. ALL NAILS ON EXTERIOR OF STRUOURE OR EXP05ED TO THE ELEMENTS TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL, UNO. � . �', I North Eley Key Sheet RECOMMENDED) � I I .A I PLYWOOD NAILING: NAILS SHAI I HAVE A MINIMUM EDGE DISTANCE OF 3/8". 2. ALL CONNECTORS AND STRAPS TO Of HOT DIPPED GALVANIZED OR'STAINLISS STEEL, UNO. � L OUR Y� A-C PLYWOOD, NAILED & GLUED E I I . ITI �,,,�, - . Z USE ANNULAR OR SPIRAL THREAD NAILS FOR COMBINATION SUBFLOOR/ UNDERLkMENT, AND EXTERIOR DECKING. 3. ALL FRAMING CONNECTORS TO BE FA5TENED PER MANUFACTURER'S INSTRUCTIONS, UNO, LAP FRAMING OF CORNERS & PLATE LAPS 8. RM DECING PER DWGS � � S-0.0 I - � �T I 3, NAILS MUST BE OF SUFFICIENT LENGTH TO ACCOMMODATE THICKNESS OF SIDING AND SHEATHING, IF USED, AND I I �1,,r I- I I � ��I : - -USE ONLY WHEN GREATER THAN 6" FROM EDGE OF SLAB. - I - : I ALLOW MINIMUM STUD PENETRATION OF 1 1/2' . 4. WEDGE ANCHORS SHALL BE "RAWL-SfUDm OR "KWIK-BOLT" OR APPRV'D EQUAL. S , . , , , 0 , * * , , * , * * , , * � "�* * � , * * * , , * , - - - , , ,_,� - - - , - - __ - - - � - - - -,--- - - ' ) . . .�. - F (ri..� ) I - ) (.. - - - I I - - I ( 'c � I\q \� I 11 I 1,i. �f - , 4, Al I FASTENERS SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL, UNO, REFER TO OTHER DRAWINGS. �S-0-0 / (ROD LOCATIONS ON PLAN HAVE PRECEDENCE OVER THIS DETAIL) - MM#0 Rai* P SYP, SURFACED, UNO. . I I �I I I L i; .1 I ___j 1 5. EPQXY SYSTEM SHALL BE SIMP50H 0EPDXY-TIE" QR HILTI "HIT" PR APIPRLV�ED UL, �,_� I I �114, , I _-L L__ I I I I I all I . -�V� � � . . I I I . ,� I I . I - . - I � i I 1 6 1 � 6 6 6 (6 6 4 4) 1 6 (V 6 , (b (� � -0 / . I i - � I ; I �I I- - - _�___ � -.1 11 I 11 r_ , �l -1 ��_ - �ll � 1-1-11 11 -1 I I ll��111' I 1, - I 1� " 1--- �,,, F T�1',_"'_ �t - , 1, i --,,p L'll � ,. I I�� 'i _�� , � ,-, , - - I I I_- , IL7iL,�L_ , �,� �_:11,11,1 11 , __,,,_ - I I � I I --1 1-1 ' I—— ll-- _' �11 I I-— 11 � 11 - - I - - � -1 __-- -- I --- - ______________ - - � -_____ I , - ___ AV101 ,fill'A -L-, __ - __�, � I 1 '9' VAKIL-i ? :=:: . 9 I I �, I? . �, ? 9 ? ? T T T 1) T T T q) _& I -:� -- .:� �� L__L- _�. �f:::lw�_- T.O. FINISH GRADE ,j, I ;�__ :_ =:: \:/"\)/-), m - VARIES \-F � 1:::: _. 1�5 :�...... , �--- - - - �� .:: � �� I � I .. " STUCCO----_.�- ' -' 1,til � ,::-- . .. .... , i, ��, I �:-::: .�4 N, � I t-::-- .- I . I - 011 �:=, . .. �� AT WALLS OVER 4'- !=� . - I . - :.:� . �77 HIGH, PROVIDE TEMPORARY ��__ .* - . ::� �--.�: . .... __ BRACEING UNTIL 7 DAYS � - ---:::= I . 34'-4" - AFTER SLAB IS POUR-7 .�.. ..- , _____ --------_,� ED, I .4.� :::� ___ e //I " .. . . .- G 01 15'-5" W-11" ... . :=�� 7 --- -/ -------- ____ - e // "L-" t �, i )I ., ____? / / : .. Z::�/�'-. -SHEATHING I - :- _� I 24L, O.C. 40 -EXTEND FT'G & BLOCK FOR SEAM SUPPORT _(i) ... // /// ��.. I ...�� I 7-7- SIDING OR TRIM 36-SO X 10-D W/ (4)#5 EA WAY / .. 4 --------- �- // / . I.. . ...7 ) - m��:__ __ TYVEK LAPS OVER (4)CS16 X 24- FROM CMU PIER TO Y 20"W X 10"D CONT FT'G W/ (5)J5 CONT 1� / . ? w /I �� - ,/.. 1, i FACE OF BEAM; EMBED IN GROUT A . I * / / . . - �i TIME OF POUR -OR- TAPCON r CMU STEM WALL W/ 15 VERTS 0- . � - '1� � . _�= - L-SHAPED PTD. I ... - - I . 7 . . � ::: 6 �. .., _HOR. JOINT REINF I .6 . .. . . �. ... . . . .,4, - ALUMINUM FLASHING (7'- I . .71 CORNERS k 32"O.C. 4- . I -7 77�-_;� . 7'."7 i--�:77�-'-.7- ,�T.7-,- . - ...-- . �_ � I. ;:= . . -1� .- - .. ..:.:,�:�, ,...7..=; . . - , -!. ;:. .-� ,.: .:.... __ . . . . .. . * (4012 PT #2 SYP BEAM-..,-- . I . ". , , , : , :7 , - :.:_ ,- . :. . � � . . . --7 :_ - - 4 A �4 x. - . x - x . , I .4 .. . . I 1- - .1 : �_-.7�7� - . . ., I - I .. � .. . .4 DECKING _�, 19 � .--,* . I ... , I .�-_r : .. .... . � . . ..; .. , N :::: � �= i a - %;--T � .... . - -_ 11:7 . ...:::: ; -___ . . I N . - ____- . I . I I I. I -11� . . 11---I--- - - __ _.. ... . �.... .- . --� . -t- I_'...,..:.�� i. 1.."...� �... �1. .. � - - __ L ', .. ... ... .;.. . �7 %,. I �. .,. � � .;:i 7..�'..F.- � .. .�_- %_-_.. :,. ,�� - �.. .��.. , � .. ��m.�._ . . ; . --- .p L-i;-_ . - �. ,," � v .I . - G'ALV EPDXIED BOLTS (7" __ ---- --_jW/ T�.: � A �---- .11 ......I - :__ m- ::_- X 21 LEDG TEN p � = . - --- �- � ::_-I t �=- SE Y8"DIAM SS OR HD - __,_ I I I .. - . :,� - . -:� , I - 4" MIN. CONC SLAB (3000 PSI) W/ A-----_. I A . .g I � \_ N1 ,. : . - :7- - L- *_ .. i . , A --a ZE_. -- .I , ... - , :�i Z_(m MIN. EMBEDMENT) W/ 2" �1� I I 19d S)SiGRADIF 161 NAIL ).C. I I " ..I .. . , ,i - :_9 I'� - . -- I'll ... - "I - . __ _________ I I-.1 z, -_ � - - �.w =� 11 6X6X1O/1O WWM ORFIBERMESH - . . - __ : I 11 �.` __ __ I' .:" . (�) .::_-,z . I . DIAM, WASHERS STAG'D 0 - . = __1 K 6X6 SITS ON BEAM I I F____F I �. 1.*.. �j . . OVER 6 MIL VB OVER COMPACTED - . . - - p � 1� t . z! .1 24" O.C. __ . . - 1�., .�,;" �. - - 'OMPACT TO 95% MIN. - ... :: ... ... - (-^-� I 1IT1 11 I 1-0 11 FILL (C -7 ., , A- JOIST (PER FRAMING PLAN) 1 21 V WST I/P S,IFt M,I a L M I 3-RUN I � i`..,* ;...I I"... :) ,',,,... I . I 19:1 DENSITY) .. . . i t . . -/� k ... _ ...... - ... A .. 11 1_�___li�) � I . - I I I I I 11 I ... . � ______ c 4 __7=,�;,-� 1. � ..j � .: TO POSI I I �v'� ,�I � .,I i � . . __ i -_ -_ --CONT. #2 PT SYP 2X2 LEDGER I I I I* o" .1 v;.. x. r,U _., � �/'>y I I .-:--.\-- . I FLR: WOOD DECK I .1 1,;.. � ;I I I I I . --------- cz) : C j; :::-_ -5��, i PiTcH r__ ______ ( I I I g�� ,X\' I 1/8 � I I .. .: __ \ 1 I - _� CONT. #2 PT SYP 2X10 - , ,:i 2ND . :::- - . . - I . I: " ?,* I : - : 1, I - - - *- - I - , _ - .. :=I 1� 1 .... . . . . . _- �4 ,... I . ... _____.� , FLR . ,� . . . . .:1 _ _ . ,�:. STUCCO— , :::= . .. . .. .. - - I : . ..- - ;=a .. :=-��;�Ix .. .� . . . 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I �1\ , : - LAP 25" = :::�_ �*. 1: I .. . t I ,(/��/ ,��,�7:, .'; 7 � \ �1 �.�11- I J.. ,.4JA 11R - \ ,�\ \�\ , , � I ,\ � � I . � HJR 0 16" O.C. VERT (MAX.) -\ I. , :::-- ----#5 VERTS AT 32" O.C. I �' ' __=== - t . TO IF I G ;N�11_1',t,/Nz,= -- I I ,\ I -1 � �' . -�*-4- 3 -- -- I.- - OqC - . ., : . r !. .. �. 146 j 1, . - � ::�! �� a . . . ��_, A. .*: I 41 -i�_66ES__ -7_7�- 4 1 I-., _1 . . MAX; GROUT SOLID ALL I .. , -I - 1:*4. 1 . ;�. . ... . .; I . 7_� . - *. � . 1. I . - . . . . . . . . "� I 'i - "' , .4 . � 'i .� I , / 17,�'\\'--,� � - Y2` THK. EXP. JOINT MATERIAL & SEALER :��. . � 1..:.. 7.. . � - I... 1TEPS . - - . .4� - . . . �� ., ,�/Iyy,z .. //-i I �� . VERT CELLS CONTAINING 1: . ! I 'I . 4 . . . �- . j j ... . . .. .1. ..I . :a . . . ..6. 14, . 1 . .� _"51) W/ \- , ::::; 1. � .,. ... . . - ,--,-, I 4. , CONT. PREFORMED I-, . ::::. p I � , 11 "L . , I 0 2 - I REBAR, TYP. I .. ...I I I� .�f . - I : J . _;� 4" MIN. CONC SLAB (3000 I` . . .. .. .. IV . .: (f�-�, - . - __ . � - " 4-#5 CONT. -FOOTING @ ALL t, � - .* .1 j,'..- /� r .1.1 - I ._- . . :::7 . I . . 4 � .. .p � � � . '... . � . 1.;�,I DI i EXPANSIVE MATERIAL SX6XIO/10 WWM OVER 6 MIL __ - - . #5 DOWELS @ 32" O.C. I...! * I - - , I , 1: , . _1 - ! . k . .- . � . . . - '� - - I .. i , . .. A . . . .�". . :. _.'. , 4- - � STAIR -"�__ . ., .....,I. -.------ I' /I , .. , \��,'� ,A^A \%, . - I b. - � . I . .. �. \ ,- ::�: 6 �I I - - Iis �.,mls. 1'. -i . t.. � . ,�x .. . . . . ly/ COMPACTED [ERMITE TREATED FILL (COMPACT - FROM FT'G TO 25" LAP TO _Iis. .. �. I I ,�/ �- - �4 ... �. .� - L * i - -*�' - :-_ . . . , .. . , . , - 0 ... . . . 4 ,. '.4. \ , !�� .- / . , �..j 1, . . ..i) � . .... 11 � ��K I . .:I . . ., I . � � '* .4 : � - , ' - VERTS I I 1. : . .. \ . I . . . � . � . : � \X1 . ' :�_ . . . " , I � :1..i 7-�.11---- ------1 1 A . -� . . � � . . . . . .. . . ! ..� . � 'I TO 95% MIN. DENSITY) (HEIGHT VARIES) =: . -�Typ. ,�,�'.* I..�I - I -1.1.11 1. - . \ ,�, � . . .. - . / I I - I� \ I I - 1, I , , , ��/-, ,,I -ST IR REINF. CONC. STAIR . .. .. . t , , t1l ..._ \ / 1, I - N . .. . :!.,I I.- .. , , 11 , . . _____�E - :;?-"4q I - I I I 4-.�., .1 , � � "I .. ** N . . : , I 1,� "I 11�-"t 1. .j I I.-;- .�., JAS . . I . .1 412" 9 I _. . _.11 - X.- �� !�2 cl ,.... -011 ,� 4 .' - '�� - .-.__ . �:: . . . . . . . �:= - ME c) 2 -� -" 1, e I 1 = 1 . . � , . . \ \ cri i:j I.. '] ..4;..-- 3RILL � - k .. I - v --)I'- � . . . . ,n .4� . ;:=.. � - � . 1.-, , I - . � . I - C.�, c� �1.1 � �.4 ; I (_D_� I I I - I \'\', 1`- (3:f __j 1i - I � , I \,,, : I 1 =, - L" ,d - I 1'-Q" e �� . ,1\ / ::__ I I __j u �7 -� � I�., j.�. - _+l____.__1 [�.7 , , � CD __j 3__ - I .1 I L.� , . - -_ I .. 4 � 1 -1 .::-- , I t I.. I ..,I 11 �.T- I I, I . I 1, .. . . z �\� I 0�� "'I ,E), I. �. 1 p.-4,T% - . = 1) - 7 . *1__ . I I� Ki m J . I � .I /M c_ - I v a) . I . . . .� � _zf '.. I. �1 .. . . - � i i . . - I 1, �g -��j : I ]�I -t . ...4 . .. I . I 6� 7,] I�� :�I , I ANCdOR BOLTS, COUPLINGS, & ROD NOTE: NEW GRADES TO BE-,-----. I . . I I I .: I 1.1�,- I I I .. . A� * CONT. CONC . 7 . -_ � . .. I�� . .-. 'I . I � I I �1� , I. . . . 4 ��\"��, - .1 I ,%.4... -1-3------T .. � , RETAINING WALL SECTION I i . - 11 CONqECTORS - SEE FRAMING ESTABLISHED PER STRUCTURAL NOTES I . . .. ...I . .. . I ...... .. X FOOTING W/ (3) 00 1.t I*I : : I.:.1�I.. f I I 1-�..I :j ---- /L- ,�. " '__� � - 11.1_.� ,/, :- . .1 * . . . . I I� .I .-I .,11 .I KREVIS CON4ECTORS SCHEDULE AND PLANS . � . .. . -- I .. : 1'.*.1,11 --*I---14------1 1 , Y4"APA RATED T&G DECKING :: EED 6" .- .... . . / #5 CONT. HORIZ. .. i F.. . I- 11 t"I .�:, . � 11 ��,' . . / Ii... '.i I I I I ., , ...; .j , \ :. / . -i -I- __� I � I I COMPACT TO 95% MODIFIED PROCTOR , .0. . . "S 4 -' . : 0. ,: , I & #3 I," , � ----------- -i I .. I A ��-i � i CONT INSULATION BATTS t I .. 0� . . . .. . . / *3 _t----------- --i ...J . +& . + ��.I i .. .. . '.. . . I �Z__ , I .�j--------I . � * I . 4, . � . . � ,!, . I' ... - . I . �- I AND TEST; CONTRACTOR TO I . I I 1'. . I I.*x. 71 � SIDING OVER TYVEK OVER I-%-% -./ I/ I _�- TRANSVERSE TIES I:. . ---+&-----1 . .� :: - I � COORDINATE FOR DENSITY TESTS TO I 1 19' '�� A � ...� .i. . : I :.I ...I " . . . I 11 0 //\'��/\��/ /\'��,/<' @ 36" O.C. 1: 11 11 '*,* ___ � ? , ". ]'L�__' �� I , .. . 11: :.j � * , . ,�, :: SHEATHING; SEE ELEVATIONS BE PERFORMED DURING 11 � 29-0 - , L I� ,...j 0 I.. .1.1,'�I I I . . - -�D �1 A I I [.7 :-:I I . . I - I 1L___ I I �: !!I ,. , , 1, � LIFTS/COMPACTION I I . . REBAR CHAIRS 11... .. .I I� . :.*.'I I I A C��i� . I I'L ; � N, I - . ..1 .. -".�.* I. �, �:. . I - - �_ I � - . . - WALL SCHEDULE - STEM WALLS 'r� . - I I 1� - � . - . I .* "? 7 . . . . . It . . I I I h . ,... `._ rTHK'� .... ..I , x I t '� . .I ARCHITECT, INC. .. John H. Dodd C> I -i I _*y CONT. ALUM. FLASHING (VAPOR -_ - 1-.. I .1 Y-O" t, � (.� , = I I � I / r BARRER LAPS OVER) - K D� SECTION LO I �. "I" I:.. .......11 ..p , �� VERT. DOWELS VERT WALL OOTING REINFORCEMENT CMC- BLOCK HOR. : - .� I.. : ...I c 7 R I LOWER I I LR4 I I . *I ''I .. p�.., FL:AR0016867 GA:1 0456 �z REINFORCEMENT UPPE I 11 �.:.I ... .. ; � � cq DIMENSION FT'G 0 FT'G - :,. .:, "I'Ll� 1-..' '�4', 2775 RACHEAL AVENUE I- - REINF. (BOND OEM) . I -1 1 ", = 1 , - 0 " ... I�,.�:,,- -, . � C>(4 i -1 . . [ I : I \Y-5y2l$ nL I- , *..,.�.11 , 4CD,LAj - .. % .�".. . ., k.. -,i FERNANDINA BEACH,FL 32034 , LA- C) .� . : � S_ r? .. 1 A. _7 11.'.. *�-.' I TEL(904)583-4044 . A B C D E F o 11 OWJ (SIZE AND SPACING �V . . I. . 1, .11 . . L 1 , r, 1. I_1 PER FRAMING PLANS) : . )�� . . .--4,.1.:� " IS I. IlEmal:J HNNYDODD(@BELLSOUTH.I.ET4 . �, - I . . ---- It . , _.., . I % I so so TO 31-0" 8" #5 @ 32� O.C. SEE DOWEL (2) #5 CONT. (1) #5 TOP " I': : �,�t------------------------- I 1j...�I - .. � .I I , (i) . I : CONT 2X4 COMPPOSITE WATER TABLE 4" MIN- CONC SLAB (3000 .. 4i� > � I - . . � PT 2X8 SILL OVER CONT- �&C SHOWER I,!1: . ;. A Ep ::..1.j;.-, w �p � . .1 4 TRIM; RIP & ANGLE TO MOUNT TO WALL PSI) W/ 6X6X1O/1O WWM . 1. I 'L7.�- 'I I :M1 I ;, . Revisions after Signed Release -___v1_- I " �.. m * m I�4. . FALSE . ,:I !: .... . . (-,3-) OVER 3'-O'� , (3) #5 CONT. W�/ #3 ---- (1) #5 � KET I _1-I��j, I �i . I = �, I `,,� TO 5'-O" 1 _ - O.C. %�%,,%D , '. . � 4" #5 @ 24" D.C. #5 @ 24 TOR It ::� I . TTy%pD8F FOR DRIP OVER 6 MIL VB OVER : I . . - .',. F.''. A Shts. ..: .. � . C-) I : I CHIMNEY � � A . .. . I , 1 * No.I Date; I Marked I Rev'dions: . I I�.. I I. ON REBAR CHAIRS ul_� [:'. 1.1 I . N, . 1. ..t I... .. _a_ COMPACTED TERMITE TREATED I . I ... .. - I. I - ICE&WATER SHIE BEHIND TRIM u-, I . I.- : 1c::1 � . .1 - . . " V - - '..�". ,.'!,:1 I � : '.I I � . 18-28-14�L 2nd PERMIT REV19ONS (4) #5 CONT. W/ 13 �. 4" FILL (COMPACT TO 95% MIN. -. �, -* 4 -_ - � . .:I �: I -0" I'-10'! #5 @ 16" D.C. #5 0 16" O.C. (2) JS CONT. (1) #5 @ 24' O.C. ,::: . . - CONT. PTO 1 X 4 HARDITRIM i" �j I- I . . . -t 1 __ . r,: . . . . I � I . I I ON REBAR CHAIRS :::= !, . � DENSITY) .- _N _z::�: . .. [�: a I,.�.,' **" , GAS ...1 -i�) NOTE: ALL SHEErS MODIFIED, . M . - lc----- . :1 I . . . .. _7 . .*.-L7__. - :,..-- -- . �, , ,, *,I I-1 . . . CHANCES ARE N9f BUBBLED * * . . . __%*-'� , I---.7. 1. -7,.... 4:��., -.-7..=. : N i, .I :7= V) cy_ V) � . . �. . . . �.�� . 4 . ... . -. -1 771 - 11 � 7� ...i,1 4. .�.. - ...7�. �- .- . 1. 7��t.. ,., I T . ,... . v '' . .4....�. . _ - � - 11 . ... -- - .�' I L-i W Co jam - X - X._.X - X - 7 . - 1. �' FIREPLACE .1. - - . E_ . I I i ;i ! I I I . . .t.1 ., � I I =-- . �.-. 4 LvL)1 3 n 41"4.. '. - � S �j 11 � X�<xx 1z . I . . (., . I - I 4 - I I . 4'. ,, .. .. /,/"TYPE "X" GYP BD . I ..� I 111"","�, - - _< . . . I . . . 1 - . v. 2 - . I I - >. , r,-j �. - . % r, I .. 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ALL CELLS SOLID 1:., � 1 I� :m 1: :1 I AND � I ; ALSO, :::- � .. ..... == 1�: 1.- , I...I = . . -< I . �� ,I .:.."I I . 1 c_.;- I .. *..1 I 1� I :::-_, , . - 1 . . (.) , I :� .� . .. . . - . , .. F'' , , � :. . .1 I . . - 11_�,, I AS ANCHOR BOLTS, AT ALL :::_- 1 ,4 ,� -STUCCO 1 . I I IF*, ..: j I*:. ,;.1 0-_� ..1 ! . :-= � . . . -, . . 7__ 1 .� . I . <> I :::-.. 11, I . I .. ,Z��, '� I - 4 = c� ... I .. -�I � I.. � so< =1 - � I � : OPENINGS, WITHIN 12" OF �= . ,4k�' � �= -i Z_�: -1 .: I cl ...,I k,, 'A 1 1 1 . ,ll, - I I =.� � I�, � _� . - � I ,�..I = 1. '. 4 . � . := - L:11 -A � - Lm: I* . ",-.1 L----_J CORNERS, & @ 32" O.C. MAX - . 1 . i ::� , c" I C:> = � m . � - . � �� [_�� ., -I I c-> [.�� I I '�� ! :�j 4, - ..� I . I � :::-_ :.::: . -_ E__ j -I I... I- - . _._,�_ .... I .-::-- , ::_- . *. .1 _.. .. *..: i 11 q.. - '� --:::, 1,4! �= _-,-- (1) #5 CONT (WHERE RODS DON'T OCCUR) ; � , - I � , - . � *1_�_�_ i, , . .1 ___ I �� .:, I I I - OC : . I � . 1. . . . IV S�,4 .1 .1 i �. *'i 1.rsssos.�._ ___.11111�� _,(�) :�� I �: K A �:� - re__� #3 TIES @ 8 1 I - A .� � . I I 11 . 1. 1.1 I ,.I _r �q.. 93::� <-> :!�:---k ------ '�2) #5 CONT -1 I . CONT. CONC FOOI`IN`� W/ --�, . I 14 4 , . � . . � . I� I . . ... I!_ . A 1. .. .I. I �_= - � , -. �Z__ � "�_, 1 4 ' - ' I' . J I* , :.I .. I q :::- :�__ (1) #5 CONT i -�- . . =: . I . 4 , . . . I ,� - . , CON'Ttik #3 2 T * -�- m _�:_ ,,-- . . 1- (3) #5 REBAR . . .11 11 I [.: �' I I*,:::: I' I -. B CD -::� Is - . .::=� . � . " * . I 1P* � In'.. - :�7 1 .. . 1. - =.7_4".� .,.L-_. . :::> �_ -V__ '44 . 0-36" O.C. OR I� L. --. __,� . 4 . . 11 . �___� :-,-f---� I , . - -- TYR I I __=-: � . ..'.. I - . , .. . , -7, -- I . � .. , %� , ..1*,- 1 ,1 --: ..i, .�-I I . .. 4, . - .. . :1- .. .i - .. .. I...- -. . - . '. .. . .. .. . �. , .tm � . I -=77�f7 -, -- .�. 4 __ . . ,__� LA _ . I - - -7 -�,*��r-:_,.,-_j- �. 1 - m ::-: __:� . . ::�__ � I. . ..� 1. , , I ..� . - .: , " ... 1. ... .77�77 -�7 . � r_> - �:__ _�:: � . .. `� 700, - . 0 7 . .6 1:. ? I I . , I."I� .I.-"- - - - iii . . . i , "'. .7. k1A I ... - R CHAIRS .. , I ... ...-�.-:'. #3 TIES @ 8" OC . I . / - I % I . . �,�: ; I . , .. (..-.) _j , , ::_- I . _. 0 __� 7= -- I .=__ -) 11-1. 4 1j N Id I �el;�XXX4X4 I . !:!= �_ . . == �= . -�� '% - a.-i --'k- r% % 2 - . � - � -I I >!_1 4_M'� � ;=/ -_ _r -1 (2) #5 CONT t[ PTD CMU FINISH INSIDE- ,4 ,� =�- " �BOVE POOL LEVEL: ,,:�, L - ,i ' � ' -4, ;.11v z ..... . � �,4. :1 .�i"o?"" . . .... ,. , . . I - I :�� . : � . � _�� - . . , I� . :L_-, Im..iL: _* ...... . ,4 . . . , . . � . .1 -1k . :�"�I -� - �--�, . � . _.t-.�.... .. '. :. . �:,.�� ., .. __j_..:�4�_ __.��". ....... _1 -;":7*- "�, -,- - ., ,�, ... ..,.; . I. - - � - :� ::� � .. , � "I GARAGE - , . ! Z #5 VERTS AT 32" O.C. .1 OONE-�POE�! M/RIS'ERS�- ' -_ _�z :. -------_ - -,---L.-I -_� I _14j. III Li- - - CD . I? :=-- I . .:�__:, - - mi ::�: � --- . _� I . . � ..I-, MAX; GROUT SOLID ALL I � . - 1.,-8"� 1 9 _____-_ViER1,VffC`-STEPS- - --.---- C> - 4= '= _*1 - =:::., , " -1 v - ... . - �� . . . - . . __� - . I - , - .1 I 11 I -_ ,?� _< w C..> t-- I 1 6 l.- . * - , � I - - :::_I CELLS WITH REBAR ABOVE - - B I --Lc) -_------ - ,O % <-> I , 1� - 4 ., -::- - - I � I " w 'in I L" = I :� m . - I - 7.:7 . 4 . .-=� 1 15�-5'1 � 18'-1 1" .- - ck: - 4 . = = 1 4..... � i C) - .. . _. APPROX. TOP OF POOL __,� - � ; - �,:; --- -, e ��__ , �_ . . - �__ ... I.. _( I I . _::: . I.:� - I = . V> __j ,0 v) __j ; V) __j . 0 _"1, 2 �r .t w � C-) w .. __ C� - :;= . i .__ POOL LEVEL E P U P , = 1 � = - _< - rc S T -------- - -1 U .< fl-- I 0- . 1 1� -- :�. . . _. .:::A 1__� - __ __1I`_rr_ . -_ I .. I �-'---I,-- - __ __ _,� ... �_ LEVEL 1 W= 1 I - Oil t.0 __�$,__ :_ I . . ...4 A= ij . 4 ::::-.,' �! . ,. = ij = ij . � . . . . I==". . . � I ,,-- POOL; DESIGN AND j i __j = ij __ ____- - . lk- I . _.. �. � 1 . I I . . , :�:= . . . � --- I . � , __::�- ' . I. . . . ENGINEERING BY OTHERS - OPENING SIZE- 9'-O" To 16'-O" OVER 6'-O" To 9,-O, TO 6'-O" WIDE - - 4 .I.,,-' I I . Los so � OVER I I -_::-_- , - . 4 � , � �_�A--- ; BOND BEAM W/ (2)45 HOR - - . i , I � � :z -- ____ = I - . I :_= .. I . . . I . . -- - . 4 L -01 � CIA "I - ,I � i� I` . 1� I - c� � -*A< _so 1� . == - 11 11 \ ING �.- � I DESIGNATION: 11311 11L2;1 . 11 m 4 , 0, 24"O.C. VERT UNTIL ..- \ -__r____1 .- , . - . - - I - 11, :::: . ECTOR" ._____ - * . I N � 1. . - ,�� , . .. .. BELOW POOL DECK LEVEL CONT. ROD CONN - ____ - � - -1 I . I � I ::� , "\' I . I I � cl �, Rbii�_- _1 . . .- /I � SEE PLAN FOR LOCATION , - . I LEVEL . - I X 41. .1_�i T � - 1. PROVIDE 8"'BEARING EA-SIDE OF OPENING. � .1 , - I!I � - _::� � ,� . I �� . I ::-:. ,.. , ..._� � . � : I I : ---;t - 'I I ::::: -*,a .,-. - I . - BELOW POOL: � 2"DIAM OR SQUARE X �8"jft . -2X_ STUD WALL I - __ m I I . 22'-O" W% 2. GROUT LINTEL SOLID. I 4:i, L z__ -1� ,, �1, 11 I �_ . _. . 1: 4 . - e .- I .so � . ,� � - 1. I . I ��'I, ' I - I == . . :_-4 - WASHER & NUT -1 � r . I , � I I I I I � I 1! 11 I - ... 11 1. �. _ , I . - �. . "', .�: #5 VERTS AT 16" O.C. � - . t , I I" ,% . F�LOOR PLANS) , � . I . - � 1, . . I I . -�� . � I . '. � I I . . . _T6 EXTE0, BEYOND & TIE TO VERT REINF.*BEYOND (REFER TO DETAIL "OPEN") ' : . I \ � I '. I , 1. . " I � � . I 10011114%ki, , . � 3. #5 HOR REINIF AS DRAWN I . . -". �" 4 .� I. .1 . DRILL Y8"DIAM HOLE, CLEAN & FILL'_'- I 11 . . � . I - - . mc,w Im . .�. ::_ . . -�'/,�, . . . .. POOL , . I - . ;��_� . . �_.... .. ��01� � MAX; GROUT SOLID ENTIRE . . ,1. 4" MIN' CONC, SLAB (3000 PSI) W1 I . - - .. $_Ir: tZ DESIGN AND ENGINEERING BY OTHERS � -1. - 1 . 1�, - , 1. =:: - , WALL BELOW GRADE X 7" THREADED, � . I I LO L �. ,,'�/��///�,�/ 6X6X1O/1O WWM OVER 6 MIL VB - 0 .- I \1 I . 1 5 -1 � 11. \,,�\\< TY" 5'-4Y4" . -� IF CONTRACTOR OPTS TO USE PRECAST'LINTELS, FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR LINTEL . . x, � 7 , O' -1 30'-9" . 1 :7�: .., � �� I . ROD (d ROD LOCATIONS PER PLAN, A , L,86 I.- � � N . � .. ,\�//\" � : - - I I /� .I �. - 11 . - r- A-- - = la ,�* /�/z .. - 0 lo 11 , �- I - I - SIZING AND INSTALLATION. . . I ..� I . .. �K�� " � �.4 . 2 & F � 11 .-I C PPIN� .. I I � � I . - I - . '."-�� I � I.- , � -, - � - ,.I,, . , I I I I I I \.:: - I- ,�WATERPROOFING AND ' , - I I I � 11 M11111111111111111111111111mk � �. ::�` - -- I . I. � � I _< . , � , � .... I . I -, I ! , , 1, " () � 11 FILL (COMPACT TO I � Z I . ..f \ . @ 32 1 - - ::!, � ---'- CMU LINTEL AT OPENINGS ".-1 ; I -�,,, ,: .I . .. .� � \ AM . ,C. AX . L]IL-i I 95% MIN. DENSITY) FRENCH DRAIN -'- SEE - A I ,_ �_:` -, - -. - . . - . BOI / ( )#5 H * I . . . . . . . . IfN� I I . . .. � I SECTION B - * - I I I 11 I '�1� � - -=:: . -W_ 11,,�/�/ � . _ .j . , � >m �� OPENINGS WITHIN 1 " OF CORNERS, - I TERMITE TREATED ' . rLINiEL I� , I� -. . -. - , 0 Z "O.C. VERT UNTIL ' I . � . 4 , 1414 *. � - !' 4 . . .. A , I ._� - 1�. I lk - - - �11 4 I . . .. :� - . � I . . x . . : 0,T 1. �. . -". - � - = I , -, - -0- " 14 . . .. . a � . 11)// ,CH OF POOL , . . . I.i . , - ,\\,/ . . . � I . I ': ': ., � I , ** . - -:-.:--- - . 1. APPLIES TO DOORS,WINDOWS, &OPENINGS ��,� Y2' THK. EXP. JOINT MATERIAL & SEALER !-. , � � . . I W) � .� N . . __-,X . � . q I '. -1 . . .. . - - . � . ., � -- -��------------- - -- -I-,.-_�:: , . . � � . . . I -4. , . k// LEVEL .. I . . I .. //', " .4' - r I � -- -_ - �____�4__ m .I � -1 REi K_ . p I �-T."_�__��-_1L ----:.I . . 0 1 1 , . i�� . . . . I . p . . . . -7- --.,_-- - � . -7 . .. J.-----A- -0 - �� . . . : . ! _, : . e I- � . . I . . . . . . . . - .. . 4 . - . . - \ . I .. .. I I I S i 4 * .� . . . . �J- - '11-_____ ` 4 , . 4 1 . .� ..m 1, 4. .4. 4 . .. , '. , . ,-I - - -4" MIN. CONC SLAB (3000 PSI) W/ . =_ I 1, #5 [ .... . . 4,*. .... \ . I. ...I __11 , ..... , ., - . - �. ,� # . .. -- .. : 4 t . ,j I i ,� -� . OWELS @ 16" O.C. FROM . - 4 . _1� 'N � % - x ____ -, _____- . I �� I-1 .I i , - .1� I i 1: 6X6X1O/1O WWM OR FIBERMESH OVER 6 MIL .\\ . x -1--o .,. /I % [i V Los i '. . �,_- .1 11 FT'G TO 25" LAP TO VERTS 1 . __ .., = _I, - P�� I 11. . I x/ x - � ! �, VB . - 1, ,� . . 77- - . � - .� .. . . . . . . .. I - �--__1 . - � TED TERMITE TREATED FILL . I - I CONT. PERFORATED PIPE FRENCH DRAIN . � .:0 - .. r � w co :I-: 4,* :' :�4 - -, - 1. , 4 . I . . = i 4. I �\ . . q: 4 �: 1--ty- - . .I 1!:� � .,�4 . '! -1 � I I . � . 4 . . 2. . . . � . . . . I , , 11, __------ - . , . "- ,� , . . N� . -_ - -_L*__j.S.-.La�!-L,: _. . .. , I - .. - I !'L,\� � � 4. . E . .. I I I � ,. I . . F, -1 I . , - . 4 - E TOR � .i - � ,f-: 4��.�.�__L_.-A�, -_.%o� L__�._� __.�_ .. 1 4ii-o" & Bam . . ,----' , . . - OF 5TUD � _____7l ; , , ., _ . . - "'. , I . r OPEW1114M FRO� ( 5% MIN. DENSITY) (HEIGHT . .. - W/ GRAVEL SURROUND AND FILTER 11 . k .. - -A - A I I , W I 1 IK_C�TAI , 1� ill 1� $ ... I -TYPICAL CMU WALL AND - VARIES) - \ .I' CLOTH; RUN ENDS OF PIPE DOWNSLOPE I N N = �_j " i I G '.., I H- L-2i - -1, FLIEVE TO C) .- (1) #5 VERT @ EA SIDE BOTH-CELLS :5 1 . . I li� li� 114 1� 4 li� 1� "A I I*-.- ,EF) I I.' STEM WALL � 11� I- ____ - � I . - 'IN - 1 161, __4 l.-STORY, W1 (2)#5 CONT -1 2 _1% . [Z .::.14'-1 y8" i : : : l - : i : 4. .. . I E., 8" MIN. . . .4-1 . I . Mr.- \= �2 - DAYLIGHT; 1 - . L0 . I - I � � �__ , , ,�� S-1 I I I I I OPEW40 TO 4!-O- $11[li HOR. REINF. EXTENDS BEYOND � . �x 1 .I.A . : . . 'A -, . ... m � �1 ::i . . l : I DRYER �.-- � 1__OASf-I 00 04- ' CD c� Y --r"',I �'L : : : : - ,�. PNTEL BRN' - . I -_ I (1) #5 VERT @ EA SIDE & TIE TO VERT. REINF. � ,. . . �j.* , . , . . " '4 ., . -_ Z_ :m m mi I . . ___�-----------:----LN I---j i �I : " : = . I � ' - . 1 . 4 .. . 3 8 LOCATIONS FOR PIPE OUTLET AT �_I'. . . .I . , I ;1 / LINTEL LINE ABOVE � . . I . . : - cj:� _j RD AND VERIF 11 I . 1 _.� 4�i L : "I I m . . . I . �11 11 I . =) - W I -1�____i --.I- /n n - � �, ., . I . .. __j L I I - 11; i.-.� , � I . I ITE W/ OWNER . - �- -- " "' "' ", ,� � I -1 (�,.., -- I , '' * \ . . . . , 'clof .< C> i I I I i '. I . I . . . . 'A .... � . CD _. ,� . ; I � *I � I I---I,.,.,-'.. j F,, � j.i � � T_ .A_ A � . .q .. . . V I � . I 1, ----- - 11 we so 1111111111111 a. -d os.ipqiiiiill� ..4p ) - ..--_.:-, �' - ,. .. . THK - . . 1. I I V, 7,� -I ---! � . . . � . .: . . ... . � . I :. . - . 1, . .. " o2, NOTE: NEW GRADES TO BE . I . .. I . A , .. - ,,�'/'/ I . I,.: ��.t,,I ` [:. 0) . . -4 . 1 4 ��1_ ,� I . . " . 1� � . I . 4 � I _1 I � '', , , , , - I .. . " , " . _N I .I . .._ .. I I' -< , so. .-4- -*.* 0 . I I I I � ... � .. .. .. I ESTABUSHED PER STRUCTURAL NOTES-- - '.- - - - . '. . - -, .-- -- .�. .4 ... vy/ (5) #5 CONT. 1 = 1 -0 AT INTERIOR LOAD BEARING STUD WALL =- 4 . 1 -1 I.. ,�. .I " ..i. 1 , . ,:�,.jj . -.� - 1 4 1 .1 , ,� % 11 . - .. . , . . .... I - 'T, 1, . 4' . .. 4 >---;* -- :- 1, � ____ 7- i �.11 W/ LIFTS NOT TO EXCEED 6!�! / . . . .. . .... . A HORIZ. & #3 �� I . .. �.j I.., i I I 'A . . . . : I. 1! .. I:-. . .. -A, [ . -OK I V _777 ; I -- EAL @ BOT. I " . . . .: . lu 1111111 -OR- ; � \ .. 737 � - :.W ' . .' . ' : � I I TRANSVERSE TIES 0 -----p -1 4 , : . It . (D LAJ 00 i I � . .. 4� . . . 11 1 -7- 4" M N. CONC SLAB -I --, I �T .c . .. . . .. .I . 4 - . . �. I I *... ,j ., j 11`�, -OR- ; - I . . . . .- 1, . . .. .1 I -�� . . k,. �I - FILLED CELL TYP. L COMPACT TO 95% MODIFIED PROCTOR . . *. .04 ' A( RET I.. 4 I,. �- 1 .1 Z, DOW ROUGH OPENING � : �_) GENERAL WALL REINF. - SEE ! '14 AND TEST, CONTRACTOR To 23 . . : . '-. . I 1 36" O.C. -OR- USE _ I,, .:.1 " I (i (..). li , I . . 1 (3000 PSI) W/ -,7_1%11 417 I � . 1 � - DOOR ROUGH OPENING e_ ` ' I I "I I . . r , . ..:.� - .� _w to ' , , REBAR CHAIRS WIDTH OF STRUCT. WALL---,' V) I . 1%i I � 1- I'l _ WALL SECTIONS & "CMU FILLED ,�7 ____? : , COORDINATE FOR DENSITY TESTS TO \ I \ I � I �. ! -41 I I I I , , , 1��- 3'-O' , - , )) �� ,6X6X1O/1O WWM I 11 DURING 1-1 ,", , BEYOND , I JIN . ,f r; -aj 2 1w-...-;- � - . - - ,�\ - m OVER OVER 6 MIL .1 . ". - - ; 11 - - V .11.�I Cm -1 I I -___ .1 I � - 11 (1) #5 CONT - " ;L�,��- - CELL DEJW ' � t I LIFTS/COMPACTION ......... .. I ,_ I I I! -, , I C) Lun) i . SECTION I , :j____+__. :4 .., , . B �� n V.B. OVER 95% , . I 1 , 'I 1' I.:I '�� -7 . MATERIAL v o I � '. . :` �,. PEN CMU OPENINGS PLAN ur"'ETAIL EXP JOINT ) 1 r. � .I*.,:. i I ro . A � I __ , I __ Y,11 - � COMPACTED FILL OR 11 - ,I I* i," 4.I tt I .:. V 1q, , � . �� . . - . � =- I I - _4�1 4 - 1'.7 Ill . I , . - � I I 11 C� .. .. . I*j .-'!-..;, 1% . I. - . .. - . APPLIES TO DOORS,WINDOWS,&OPENINGS � ?, 1 14, - �� UNDISTURBED EARTH . . . I L.'.' , I � I I-.. � S-1 ) � . - � I . 1. " 1.- I I 1. - . .. ! I I / . I '. I. I .� I . '��__ `I 1 kcclp -- - . , d I 7%1. -- ,;.,I . 5 , i . -r 7, I: - 1� . . - . � . 1 1 - . I,�,:� I ,_'� -7 . __ /47',)'- 1 J4'- - I . I I . . . 1.t (7) tNn) _ v .)7 �,,.th, - . ,I ,�� , ,.I 14� .. I - . I I., I I -q.1 . .-T - 1 ..-11 11 � - - K . C " - - . . I .1 . - . � � ., I .. � 1. . I, - . � T __..*-___1 V� . .� --- " - � ' ' . 1 .-1 . . I . I'' - . 1. - .1 js�, -. � I-_ - , - " � , . I - � � -. j 4!_� _ � . . '� 01 � 6.� . . . - I I �. , . . 11 4 - - -, . - .� - I , , . . I I .. I .. ...I I .".��;,. I .� I `AST&CAST IN PLACE LINTELS " ' I - - - ____yq"THREADED RODS PER PLAN , X ,.I % . I 4:..,:: I f� : . I, ,� _ _ ,� I - " � , � I - 0 " �\ I..-, '��, - .) 1 " = 1 & SEALER _\4" -__-./ N9f E:REINFORCEMENT SHOWN HERE APPLIES TO'BUR PR�10 � . I 1�Z , ./_".,- t-. . - ��, ,;a-; ,� .- j - � �;. 4*1 ... - �, - ' - NOTE. - " - , � -- - - - - -- t - - -� :r"%- I C', � I . .� . . - - " '4 _.�' - -.0 - . :. 41 . i .. �'I.- -1 .� . - , - ! � - � � . . NOTE: �_a .*:5� -.* .., ,:,1.4+_ - I 1.- �N . � '-`�',' Z WATERPROO'ING _. , . . , 11 .- - 1. 1: . i.:. V- I ; W T' ' �4 .. '..I�vj.,'!.:,r4P�.;.�:.It I�-,..-j . AT EARTH !IDE lv� �, 1111 ---PROVIDE PREFABRICATED CORNER HORIZ. REINF. � 0 P LOAD BRN'G � 1� .. .1.k: �,- I . - 'A HERSTRIP: --N�. t ,, I I,- . � `.� .� I If WATERPROOR G I.. ...:1�� , , L : .� � 'i ---�--. : , .- �. . . � - I I AL TEES, TYP. A SIDING OVER TYVEK OVER--------,--,, STUD WALL @ 16" OC .�0--,_ I 11 . .�'p..--.----' . . . . I C FU-- i ?� I SHEATHING; SEE ELEVATIONS . -� _11 . . � . AT EARTH SI E .1 I, ` .W_ __-�.�.-�'I".] ----21- OF ALL CMI I I - 1. ! I . . .. . , . ., ,. . � .. . - I . '?' -, : . � . I . . . . .. . : I �i .. ., . , i, ... I � - 'If !, . . 0 " -#5 CON'f I - I . ., � � . . - c, ' I I I . I , ...4.I ... . * � ,:,� . . : - PT #2 SYP 2X6 SILL OVER CONT , I WALLS PRIOR i ,I 1,-, --.*-� ..*., 9 Z ! I TO BACKFIL. -0 I u - 11 " I . " k-,\ 4 '- - - - .`11' . _.. . __1 1;- - 7`Tff-=1m"r ..� . *� . -0: ._... , I - . 13'T-,, FOAM SEAL GASKET � . . - . .. . . I . . I : , I . . I .. t'. I.* 9 - -..:� . '. __ 'L I I .1 Z , . - I , 11 I. , ....1 .1. 9 I r .. ,- . TO BACKFILL I. *. .. . 19? i - I 11 TTF.� , 111��- CONT. ALUM. FLASHING (VAPOR- >_<,=1 TRINI; CONTRACTOR,TO COORDINATE , I . .6/. - � .. .. I 11 I , , - .1. 1.1 . � . - - [ �,.,o I �.. I i : . -1 . 1� . i I _� . . .. . 4 . : .4 � I.. ... I . I A J.,I - 211 DESMIPTION I :=--=: I I .. . : I , I ..., - I 11 I ___- , BARRER LAPS OVER) \1 :11� ,. 11 /I . I -- - , - 4 1i I I I . I _� � FINISH R . ;!�-� __--..i to - . .- - _ - .--- -, ......� �;! -7=_ ., i A-m ...." _" . . --' T�77 7T. ,, -..--7�7 4� . - . L�t I..- -7-7-:-,`7 . I ..'... . `- � , . - , 17..--. -:17` - -�,--11. I I - . -r-1 ...�� . . . . I" .. .. . � � j J-1 -11 '.,, .- � __ 'ONC. FILLED (3) CMU CELLS W/ (1) #5 REBAR 1�11 11 ), / .�._-_",L,_A-� ___.. 1: . ..'.... -�W -�_ 77�7�7..-'. : � C SlTE_PLAN � FLOO ----4, . , - - / � . , '. �7 . 1:1 , I � - . . i - . - . .: ........w. - .. . .:�_.___' -_. . . - . __� , � , ; -1 MIN. CONIC SLAB (3000 PSI) W1 I : :. ....�i'-. ___._ :, ��*.%. .. .. .1.. .-. i I A-1.1 Is ,F�qpR PLANS , . . I . 11 -771?". " '. .::. .. � .-..:..�:W.., _ft.wk*� ..4 1 I 1� - � � N ; .. 1. .:. I . . . .:. .-'. :. , ,,�-," - . v,-': -- I --- ,-:4,..' : .... -.4 . � . I - . , CONT. FROM FOOTING TO TOP/TERMINATION OF 11 I ,�-/- #3 x 2'-O" LONG REBAR i�.& . - ... .,�;,; . "I _ _ , . . - . ' -.1 -1 l'-41$ - - i; . .:::,*,: :., .,.. 1. �i?,!- .: . :.;, .1. : %1. I I L . ' . . ` CONT 2X4 COMPPOSITE �WATER TABLE --\ , X6x1o/1O WWM OR FIBERMESH WITH � - I . �;- . ..,.!,:�., - 11�` , � ;. ., . . .. . q� -11.2 2nd FLOOR PLANS . WALL W/ MIN. OF 25" TIED LAPS � I -- I .., - . .�: . .. - . I A I _1 I -- - - 1 . ,__-�_' pr " 11.:--,--w�-_ .�L _"�".l_'�i`::!, _. ., .,�A.'. .. . ... ... ,� -,--,,LL--,--,.;-�� . ,.,. :.... .-�� - : .: L * , , - , I - , '* , ...� ", I --� CENTERED ft. 24" O.C; . - I.- - --_i� �� . - . L I �1� I TRIM; RIP &,.ANGLE TO MOUNT 10 WALL I OWNER'S APPROfAL OVER 6 MIL VB I � . 4 � I �, - w; - . - I . . � I . i 4 A-2.1 ELEVATIONS HOUSE . - _____ . � " .1�_ , - GREASE (I) END I ... ;. ; �j -t- I 4. . - .'4� I I AND KFRF B OTTOM:EDGE FOR DRIP I),`TERMITE TREATED FILL . 1� I . I .1� I -+H 7� � : 1 5 A-2.2 ELEVATIONS'GARAGE . CORN ERCON DI-I-ION & 711� " OVER COMPACTE ' . . I - ". . , . . I.,. . - , I . - 6 1 � �.t I I -H USE WALL DIRECTION r �, I � I - L I I . r% I � LIP LIP � . I A-3.I ERS ECMES I 0 1 I - " 11 1. " .. - I I . - . I I - � � 1 4:.: A . S-11 � . I I I '.1. - t I I .11 . �, . I I � 1 A�3.2 PERSPECINES QAkAGE ' ,� ,�_ I . ��T.0. SLAB " `AGE D00h . j 6.9-A'� . I ' ' _. 11 .11--" I. : . I I � 13 P P ", "' , ` "" CHANGES IN 'i"", . I "Am' .,-I 4 1� ,I , I . . . I I I . L AB LIP ,@ , . p . . LO" - ca � I - - I I . .. .. _30- : I 1 4, t 'I - I . I I I I I --I]-- : �, � . CONT. 12"WIDE, STRIP OF 4. .2 , �MIN. DENSITY) .. 1p . Z�L _ __ 11 Y. ,T6 1 S-1 ,,��l 81-0" . , I . I ; r1t I -� �. :I - . . I . I - :1 _.. L 4 O',��l , . , . - � . � �1 :� 11,111 . , _7_1 kl--. I..__ �. I I � .. j I I!:- - - x � 4. -I - . , +1 ROOF,,PLANS , ,� - - . . . � I .. , L - I - - . I . ox 1 8, S-0.0 STRU RAL SHEET , ' UNINTERRUPTED CONC. FILLED :: .1 1� I I -. . . . . . 1) . I' 29'-5Y4" I . I 11 I,., , � � I I , � I ICE&WATER SHIEL9 BEHIND TRIM-___;� - IN ��..--__ -� I .. 11 , . , .. , - e�__-4. . . _�-_;�_I I .. I - , �� - .� � FOR D?. I'LLED CIELIL& CELL W/ (1) #5 k I '.1 :� . __----,.-_j I - , L . , , m I - �i A, I - .. -1 . . CTU , , " - _ __1' gI - T � . T ,� REINF. W/ LADDER TYPE HOR. JOINT .1 . CONT. PTD- 1"X9y4" HARDITRIM __1 - .., � - �,,,x/ I � - 1 = 1 .0 1 I, : _. `� 71 - ... . . . -7. ,q..4 , . I . � . 1, �,�,<�(�,;' � I � .. .. . - - 1 �,A . . � I - I I I I . I . 4 71 1 . � -1� I . ,& I il\ I I -1 :. CONT. FROM FOOTING W/ STD. HOOK INTO BOND BEAM W1 MIN. LAPS 11 -)-1 �/,�<<K�NK/< , I I .. I * , i I I .* , �,�� ,��/ I � . I I . I �A � , I - -I � . = 9.� S� FOUNDATION.PLAN ",,�/ /,�Y,/ "" , 1, � I I -C) . I : R . - I .�' 1 41 1 1 1 1 1 , - . � , REINFORCING @ 16" O,C. VERT (EVERY DULE; SEE SPACING AS LISTED BELOW FOR SPACING - . � � " I\X,�X/ -� 1, I I ,�11 I �. I , . -A I I- " ,. �--,(�) 10 $-2 M . _� � 11 v ,\ ,\\/ . - c - -.4- -.4_� . I I - I , 11 � �, 4-4" . . .77 tn_f -7 -1� . 7-" - 1, . - L I I - I -��-, I 1 4 - '7 1 -A '' . � ; I _ � I I . - I. . I . I I ,,,, ::-., - 1� - 7r- I .1 . . .., - � - .. 11., _. � ... * ----t-%". !�? 11 E-1 ELECTRICAL .% -,� - 4 - ., . . .. 1. 1. �J !" I _ �� ,- �_ I .,I' .. I I I FOUNDATION NOTES & NOTE BELOW .; . 8" CMU STEM WALL W/ (1) ___�� 6"_�- .- ---_____-�_ I .. FOR BID, ASSUME 4 COURSE '� ",J BLOCK �;o�� 30'-9" 1 OTHER COURSE) TYP; R 0 VARYING FLOORS; USE (1) #5 IN EACH OF (2) CELLS ON EACH SIDE ,,, - - . I . � . OF W I OP NINGS LARGER THAN 4'-O" yk., 1 #5 �, - DRILL Y8"DIAM HOLE, CLEAN & FILL CONT� ROD CONNECTOR - 0 1 _A,;��: �� .-. I I t.; 4.-�-r-i , . I I . ,Y1 I I � I . . .- ::� I . . i . -. 11 I . !" I I I I . . . - . .. . . . . . .. ��I I I � 11 . I - ", I 11 . . I I I I * I I � *1 1�,,'� 1.�: 1 9' 9 4tt . A I - I I . I � I � A$ N. .: .. . 1z CORNERS & OPENINGS; GROUT ALL � , -1 I 11 1. - ..I: I RET ; .1'4, .�'j.mm _14- 1 1 1 .1 .I I I I I �� .I I - 1 71 . I I W. � I I 11 I . ....NI.W v- 11 .... . V.. - EMB 2"DIAM OR ,SQUARE X'YA" 2X_ STUD WALL (REFER TO ..I . I .. -1 � I . . I � I ---_v . I .. � 1�_ I .I I I I I I q . I % I STEM WALL CELLS SOLID ,, ;:-/ ,e : 11 ,------ I I I I I 1��.1 -4* .I I I I I I _.� I �_ - .,�, I . 'J7� I I 1. . - O LAN, ALL . 1 -4- 1 1 . 1 I � I � . � . 1 4 , - I I � "- �, � 1. I I : - A � . � 1� - ::::I I !. L ' ' I I 11 FLOOR PLANS) - . . I � � I t il I I��;I .- I 1� . , ' . q I I `1 I _7,r_r.rT_r7,,= .. ........ I . . � t - . 11 -111 11,1114 ,.�"" - . . _� ". I I 11 . �, _. '� :, . � I I . � . - , I I . � I I I . . � ��,-.�4 ...... ��. - , - : I 1 7.,: . :�:: , - 1. . �N , 11 - , - I . 'I I 1-1, I I � ., � � . :..,I . _,�, I 11 I I �,L '� . 1, I .I I I , -1 I TEM WALL-------- ;� , , OPENINGS, DRILL Ys"DIAM HOLE, CLEA' �& FILL ""�3'��" I . ,,, , " � e I � I I I 1, ,� I WITHIN 12" OF CORNERS, :: RET 4 1 1 1 � I � I -1. �, ,1, � " �� ": I . �< .1 . I , I �I � I __ VVI � . I -.1 I I .1 I� I I . I - � . - : � I q �111 STUCCO PARGED"S * =1 4" MIN' CONC SLAB (3000 PSI),' ) I I I I��11�1� I I � - . I ; 11��. � I � - , �� TYPICAL 8" OR 12" WIDE (NOM.) CLOSED-END CMU BLOCKS W1 9 GAUGE DDER-�-' 1� __� , : � & 0 32":O.C. MAX I I --r."I i� I ` I [:�, .4 j , ., � S v * I I. : �', . I� I � I 11 I I I I � 11 :4" _ WM OVER 6 MIL VO , � I S-1 1:.: � - _` I - --- - , � 1� I .1-1 I . I I 6X6X10/iO W 1- . I '�,"I �� i I I I - I . ,, I I STRAIGHT WALL .- � I �L �r )I. , I I . I I_ , � �, 1 *3 1�1.1i_. - , I ROD 0 ROD LOCATIONS PER PLAN, ALL I I , . I I . - - I � - �� - I I I % . . . . . I I I / .11 F 1. I.:. I . I I I - I - . I ''I : - \\,> . X> ,� . 1 L w . I .11, � - � I� .I I I : , TYPE DOR-WALL OR WIRE BOND, SERIES 200, OR EO, REINF, @ 16" O.C. VERT. 11�' 11 I I 0 _1 OVER COMPACTED,TERMITE TREATED � ' I 1 , ,A I . . ",� - 1 ., ,� :::= .1/ OPENINGS, WITHIN 12" OF_,,'tORNERS, & I ..�,,,� I . j , , I I . I .1 . 1 �7 1 1 ; I 1� �� . .:�,z! !: FILL (COMPACT TO 95% MIN. 1, . NOTE _____t� X> . . . � ". 0 j.1 � , , \ , I I I � I A - ,� .1 I I �j , 00 � I . � - . I . I � I � 1, >0: I � I P I � I I .1 I - I . . � . I V". "� I I � � ��:�,,, I F ,* 11 . � - I , � WATERI 110-11110 ... 4' 1 , I I , t I . 1. � A TYPICAL CMU WALL PLAN DETAIL 1, � r. I . \>> � , 0 32" O.C. MAX L . DENSITY) . I I 1. 41 X>." 11 , � : � , i I :::_ ��_ - - . .11- . , . I � PI I \ . . . . .. � , - , � , . .1 � - I /\1 :::_- , / \ �\ I I . . . . . ; �; ..� . _. - I L�_, 11 � I EARTH SIDE OF,ALL IA ,j ,-- I 1, :�. I 2 I "I � � . I I I I I 1 \' I I �= .,:�� . I . . .... 1, . . , , --t I 1� � . I I - I 11 I J.. ' . - "- * . I .. . .1 il.I I I I I � S � I � . 1,11W - , 1. :- 1 .. 7 ' -A R Ai 11 .I I � -I , . I—`�, X ,- k -�-- I �I I . I �� .1.. . - � I I , �. . . -- .7i��,, '6 . , * I. .�. - .1 11 I I . I -I 11� - � 11 _.(�) - - . � � . I- . x --.r.-'x - :It .,r . . 4 1 -_ � 1-1 --4, � � CONIC FILLED CELL W/CONTINUOUS REBAR AS,FOLLOWS � % I "�- �N . . - LA , 111111111111111111111111111SI i I - � , . - � .. .: � .. I . . . t -,�7i��-� . -t CMU WALLS PRIOR TO "" 1 ; ":a I ,, I, I �- .. I- to -- I - I - - I . . . . . .�, . .1 . � . 4 .. 4.; * � .. . " I � . I I I.. I I . I i � . . . . . . . ".. . , I I . LO . I 11 I I I � ; I 1. r. . �. I . '.1 . . . . . .. � � . � .1 , BACKFILL .1 . 4. 1 -_ � 1 . NOTE: 'Date Released= V -""-D.C. MAX AND CORNERS _�11'1, ��/ .., - - . - � , . \ . : . . _� .. .. .4. 1 1 1 . -17 ��1 � - 1-1 ALL AT POOL' 15 VERT. ,; � \,/ -- .4' . I \ \ 11\ �', � .- . t . . . I I I I :. � - I I � �,- "� . . . ;, /, 2 I., �� I I . I ". ... I . < . .. . I . I 1 . I '// - . . .. I ' . :.1 1: ;d WATERRROOFING AT . I I it IRL 19 AT POOL' #5 VERT. 0 32- O.C. MAX AND AT CORNERS AND OPENINGS 2 .. . 4: . . . . �- - - � __,/ . .. /_ I , I lhb Wwg h mt mkosW kr Um pxpm of - . . .. . 1__ ;�� - :4 = I " .. I tillim ve Rdem 0*ift bill rb ReEk is ddd 1/\ I I � I - - '- . � , I , \ I ,; 4,. - . I . I I I 1. - USE STND. MIN. REBAR LAPS PER REBAR SPLICE SCHEDULE �2 _�;> '.4:4 -- :- '. Id - . I. . . I,,", .1�I . : x . . � I I I I I 11 . . . � . I 11 � . . 2 I - � _ 4 - . . I 00 : I 11 L I EARTH 0 1 1 1 7*1---�.- . . .. . I;- I� I CONT. CONC FOOTING W/ * . G* t . ,�, F ALL I �, - PROVIDE STND. HOOK FROM VERT REBAR JNTO HIGHEST CMU BOND BEAM AT WALL TERMINATION I . . .1111l" . .?* . ",, �� : '4,1��-J�-OF.STUD � . J It I". :.�j CM!) I e" PRIOR TO I I-- . . I ,. . .. . . ,�. 1 (3) #5 R , .. � .. . I - -,11 1.4 -\, ju k;.,,, W3� .7_`71 i M I I I - .. - PROVIDE CONT. CONCRETE FILLED DBL. BOND BEAM 0 TOP OF WALL 0 EACH FLOOR I . I. I------- ---- . . ___ ��- � �1,� � . � 1 "I L'-: _. I FOUNDATION PLAN .1 N � 1. , I TRANSVERSE @ 36" O.C. v I � BACKFI I . I , I '_ I � , -\' " � W/ REINFORCEMENT; REFER TO OTHER DETAILS IN THIS DRAWING SET '\1 A , v W#5 CON North / Ele Key Sheet / , ,,, , /,\ 11c � ________j I I I'll /1�//14//1c//1(/" -OR- USE REBAR CHAIRS � I � � v I 4 11 I � V-8, � I � �11, . I . �l I I E I � "2p"%��, �. � 7 �, � t-- .1 - . I I , I . ��, S , I �� /�� THICKENED FOOTING DETAIL S I I :, I I I -� SECTION THK FOUNDATION PLAN N45's- - of . � // A _ - pa,ge I . (6) -�� 9 �, ? �, ('? ? 9 IT T T T I IT T 1p T I <��, ,�RTTEPD DECKING I � -�I X- T � -,Y2"PWD SHEATHING; NAILED PER SCHEDULE / I. ----- . -. . \1 �--��-- E�P,_-- 4 T&G DECK"G -LAP SIDING OVER TYVEK --------BEAM � 1. 11 ,,--JOIST - ,- I `BEAM CONTINUOUS 2 X 2 LEDGER; :1- -y2'rHREADED RODS, I PER PLAN FASTEN W/ 10d SS GRADE --C)o i :,A CONT. ALUM. FLASHING (VAPOR END JOIST TRIM -Hl"'i -- 316 NAILS 0 6"O.C. I I CONTRACTOR TO COORD. ALL- I :: BARRER LAPS OVER) --i SIMPSON CS16 X SEMBL�-- L�- -.,-FURR FOR FLAT CLN'G AT . TRIMS W1 01IIZ 11 I" CONT 2X4 COMPOSITE WATER TABLE TRIM; 36"LSTRAP TIES t1- PORCH BELOW POCKET BEAM INTO WALL . Y4- APA RATED DECKING OVER 18" DEEP OW,,\ RIP & ANGLE TO MOUNT TO WALL LEDGER ---/ ABOVE, [a "*--,_ BEAM, AND POST BELOW ALIGN THIS BEAM W/ TRIM BAND - SEE ELEV . 1 7 � I11 (4)2X12 PT 12SYP BEAM I I I - - Z>i "--I-6X6 POST - I � � CONT. 12"WIDE STRIP OF ,�, ��-�Zr.-:ii;ii�.�:-�=.wl-;D:Nli�-:N,�M;&�;it. I. "I,�--- , I . 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I 4, 1 .\ .. * I I NOTE:I FURR I UNDELIDE IOR FIT CLIII G D X I IN t_- ::: =::: =::: =:: i \ � .... /....// .. --COUPLINGS - OCCUR AT CONTRACTOR'S DISCRETION I I I I I I I��, I I I I a *., I I \..,. �... *# I I I I I I � :\ S� " IN I I I . I \ �/ / - m I . . \ I .. /. " i = I I I -*I I -I 11 -I** -I I* -I - -I** -11, I I *I, I I \ .. - __��_��D�I R I [___,], ,40ICKLT-" -' -'" -- -- " ---- -- " .. \ I.....��I I ..\. /.. / %I% %I., -=--I---1-I--I----L --1 1--11 .i--...- - -::: -::: -::: -::: -::: -.,. -... . I I .. i . .... -b - ... - - - - - -... -... 1. i " I "',01 .,\�:::"` III` p .. -1 '--(4) HTS24 STRAPS - HEADER TO BEAM \ '..." / \ / .6 : . *, . . /*. /,#.,-,.... B SIT TO 2N D �F L 0 O"R WALL DETAI L -I \ UCKEL ... - , ::: ---::: --::: T- ::: -- ::: -- ::: - ::: - ::: --::: iN I.% 1 3;, .../,*, #, \,... i - 110 t=:�-P... - ... - - -- -- -- - - - I - - - -- I - . .. , � - �Em�om 11 - / 1\ �AS-2 T % I = 1 , - 0 " -1 1 191�� -,,. t "" ... ... I , i I I ... # ..." . ME Z .:, iolto sit I ... -... - . '. *.../ " '. = 6 ....., .-CD) � A �� . / . I fm Z.1.1., "T�( ' ... -.::=::: .... .. - , I as�Ila DimmaimiciiIiiami am�A a .. 1,510, I. ,V1 IIA� :: ::: =::: =:::=::: , � i --T11- i .�I ...,.:., . / \ I-- . . I \ I ... #/ .... �. QD . -.1 . . . , "i . . �� # 'N . I = ..6. ... - " = :::= ::: =::: =::: =:::=::: =::: =:::=::: - . i .0 : / ... . i �9 ... ..,�----- ... -... I I I ../ VAULT(D SYMMETRICAL CLN'G \... ; 0 q r. .-" .. ., : 6" I :z cc I -,..:.l I : : # . III /* - �c ;:Z1 I .* "Ill:,. ,,, KID III I . *f APPLIED FALSE RAFTERS OVER T&G CLN'�'- I i I - :. - GIRDER BY TRUSS MANUF. I - 1. . / , \ a .. :.*.1 . . .. .,- . . /... * .,\ I a : -- ., :. .. : =-- I r= : :� : := : :_- : :_- : =-- : == : .. .-I . I 11 . *--- -1 � I \ I I.. / .... I C> �6 1 .1 I., . / *# \ .1 I : I I ... . I I �11 ...I ,.. I 1-� Ai �" . I II... .. - - . : I , -- - - L I I . 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I . .,..:11 ::: . � ! - TRUSS TO PLATE, UNO TRUSS TO PLATE, UNO � 01"XtH-M.t ... 11 *. , -' . .. - * . -... i , -c. ROOF TRUSSES -- SEE , ! 2X- STUDS 0 'I 6" O.C. - -I 2X- STUDS 0 16" O.C.---� � PLATE . �IiF-',* .. ... � CGMWNJ`MTS'4 I .1 . / -Yq"DIAM XCL LAG BOLTS Y2"DIAM.X4"L LAG BOLTS " LOAD BEARING WALL FOR I.. ...j IX ,# I *1- 0 : ' : . 1:. .. w OISTS I I : \ : / �2 ...-QWJ-20.BREAK-... .".-*J V;T I I ::jI ST I i / TRUSS DRAWINGS I : 32'i MAX/ 0 32"O�C. MAX/ I . I ... Ii -,-,-,J, Op ING 1 CD I � - I. '.*.:,, . = : * 36"LONG CS16 ---,,� 1. Irl. .. 1 1 ! . �, Ii : ` / FRO : FROM STUD TO PLATE . I' .,j . M I 5 --,-� SIMPSON SP1 0 32" O.C. SIMPSON SPI 0 32" O.C. .- / ! \ r, STRAP 0 32" O.C. STRAP 0 32" O.C. t. g� ,�,��- i ,# * N ,6-f--�s� �.... rrr I MAX. - FROM BEAM ij� . MAX. - FROM BEAM I -.. * -..I : -1 . i " / , : . � ... - . - " MPOON" . .* 1 1 . I **/ : #10I : : : 2 X CONT. BOT PLATE -' 11: . �, ca I..........j I / FLOOR SHEATHING R' i . ?I I i : / /* : I zi : / - 71i :j /II rB � I- ,# e 9 : :Z.�.11 I i .- I= - III a .. . A / * - >< ::: = ::: =::: =:: = .. . - ... - 2� . - .- ... - ... - ... I, .- --1-11-1--------1-11- - 1.111,11-11 1 4 C14 � : ,- 114 : , - � II - . -�::',--.< -. - IVWP. .. I #10 I CEIL 9 0 1 a i : I -----, - -< I. . / U Z SEE SPECIAL HEADER : Ii = Owi 't� C*4 - I \-OI----- .,: � I . ,* 'F I �;; : ONDITION/ ',,-,r- : CONDITION/ - ... - i .1 SCHEDULE FOR 9' WALLS i L- : NING II : RUNNING :=::: .. ::. - ... ::: = ::: = ::: -0 � no�mm�mm�on�nd / III/ ! I C) I 0 1 11 . '. .1 11F , .0 D TION DIRECTION r.,: . 1. �-,-- I .�� : ,�� : I GIRDER BY TRUSS MANUF. . / i \ SEE NARIES- SEE �.. j John .H. Dodd i III I 'll : - . . - . . I , " -�- I I ::=::: - . - I. - I. =-- : =-- : :_- : :_- : =-- : -- : t'I'M�e,mr_w�A,��mB�ommm��'$�.�'�,�� IF M -�- : FRAMING ARCHITECT, INC. - 11*/ mo�on **/ �i....I i PLAN/TR / I :. ..I , FL:AROO16867 GA:1 0456 i ��N r-Pr BEAM (VARIES) BEAM (VARIES) ----a .. D: : . L-L��.- - 7 -------� p... 2775 RACHEAL AVENUE I ... I #/ / . ....- : =1 I DWGS = . FERNANDINA BEACH,FL 32034 . , ,* iFLOdR 1 I DOWN -*:'-I . r P^ :. .-... TEL(904)583-40" . . . . : i I I ... . - � i III / . iA C IN i . : I .1.1 � - III JOHNNYDOOD(@BELLSOUT".NET . * LSTW:..--I"*.-...-i ! I III- .. . �, 1111-1--�11 - , , . � . * , I / . STRAPPED WALL DETAIL 1 5-k-IrMIxf-11WMIX,� I'll :j I 11 . . . I -.1 : . / .ATTI : (7A � ; .. . . / I I ... - ... ..- ... ,* *0 . . " I III---IIIIIIIIIIIIII Revisions ofter Signed Release I i i ! :::= :::= :::= ::: , - :ABO E I ..r : .. ; I . i ,, , :,* . "... .. / Ii�-2 � I.'.-1. ..-.I Not . �... % " = ,1 ' - 0 " Cli T I Shts, ?T of .1 ,* I /k 1�. ". I rr.l..:... .,j . Date: I Rey tons: - I '.,. - i I a- .. . BREAKS .., : i */ /* ,I -I-'.. . 8-28-14 2rid MIT REV19ONS a � = :::==�.- ." ..-.. ..- ... , III# .. 0. ., I . . ... .Y. ,") ... . I I � -i�) NOTE: ALL SHEIETS MODIFIED, n, � .. / / / \ i ��- I I I i BEAM C.*: .. � * # ., . r- *- 11 # # ,* �. � � I INSERTION 9 / I I ". � � . I 1 8-15-4 111.1. PERMIT REVISIONS I . -OMNI�ng / \ � , y I I 1 - &,j - ni I I , 3 - .. - . * ,;,�--- 1*- ,�� . 'Amm : i mo�on I . * .. I I ", - - -I=1 I�R=1-w �1� I �-- . .. .- .. . - .. -1 . I I .: ,. .*/ #* \11, � . - � Z, - - - ---= ::: =�: I : L/ 1�., i . I POCKET �s I . - ... 0 IN . ..-.............. / ov'i", ,pvz� 7,7-,p7w,W N W,I BEAM INTO : 7�� POCKET BEAM �0 � I v14w%w1f41t=' -�,�-, -_q,Ajy,p;M SHEATHIN Diu. - I -f I / \ WALL .. . .. . . .. . - . .... Z:: =WO:wA= ::: =- "'- ,:: = ::: = :::= :::= ::: = ::: = ::,� = ::: . ' I *, i CONT. PTD. ALUM. TRANSFER I I (. .< RIP AND INSERT"BOXES"IN E : I I * : M . * BUCKET n (4) HTS24 STRAPS - HEADER TO BEAM - .. . .... Di p . I * : ::: = ::: = .:: = :::= ::: = ::: = ::: = ::: = ::: : � , A I= . .Lj .-1 HEADER ASSEMBLY I ,", / I \... -. FLASHING; INSERT UNDER EXST`G i �5 I -=-%9kdw ::: = / .< =1 . )I I i ,�.Ir LAP SIDING & FELT 0 EXST'G I / 5)/2 ELD.11NATE LOWM I I / . \1. a 11�,-Ii,--- - �-- .�!!. I- .. - .. . - 11 : . -- - --- -- OF DBL TOP PLATE I � 'I' ,�p/ //" RROMM - 1,11-1-1-11.... ...... .I- 1- i . .. . �/ / 71'11Z .. --I I I - I / I \ f I C4 % . . It- LVL B � FOR : I * � I -1., : ! � � ,�, . . '11116;V�&i�krzlllll I (4)18T . . n-.,.. - . .. : \ -N %J I �I - , I I .. . : : 'I -7. : : : cn ciz: tIii`r I I - III I , -"""��- �-I ,,,,-1 BUILDING; LAPS ON TOP OF FELT I * . . . . . .�- - - � . .. . -@ -- . . . . . : : : . . % I / \ . XZSED M R )i - "� 1. -% 2X12 HEAD ISHIS I ,# " I i HO . � 2x4 PIT PURLINS 0 12" O.C. I ,r� I - - - : - 1. Ii�l I � I 11 It i TO11 OF RAFTE nGFR , , : = -'s I , �- - I : " 2 PT PU LINS I I U.11i ILI : 11* :z iii III :z I ,/ \ : . I I I I I I - -e 1<11 CD " �,-- - ., I RAFTER I / - --_ - I � . 0 - . . . . . : % -,L"Di - 111:� :z I .. . . . . . . : . . . . . .. ---A -9 I- CD ii� / \ - - 1, I 2A"O.C. M PAIN p . : : . . . . . . . / I �� :z : I ROOF FRAMING PLAN * (.-.) __j I - ,�� * I... 11�11 LEDGER : I........-]--------- 4.. .-....-..-....-1.I-..... : CD -,yg I - i .1 i'�`- 7� " (1) SS GRADE 316 SIMPSON I 1-11 EtSIBE mo� SIR u�OOLON .. � � - - c ) -9 I /* \ I � 1DD-NN--+DNND-N-�N--+-�N-I- . -1 I -�,� - � 9 I DO � I a ED 1 19 1 '. I : : I . . . . . . 1. I - � �- � % a - - H2.5A RAFTER TO LEDGER, . . (3)2X 1 2 BEAM : : . . . . , I , 11 � � N Y4 = 1 0 . I (�)1Z"LVL BEAM : 11--iiiiii- I � ;, -S I I , il" . p # '-,,- I , , : : : . : ' 'I - I 1, TYP. I � ::4 i 'TILI'NT-no�as ' ' all NMI]21 - - � .I- * .N S ��, I . 1* ,-, ,�,4 F7,L 1,�1z 7 / - -----I - M -3 11-�M,f � I -S :11��L........ - ....N......N. . - .... .. III- � � .- � � I I - I � � - J I I i'll &,�/�7 _2,12�ma�so�mK�Amnwmn . ,�, 1z..L..L..-1..J I .. * 1-j 'I-- -�--Ii -........�- - .1 � :-7 �!, �. I - . .. 1--LI = I . L : */ I �;j I \I... .. i � 1, 2X10 CONT. SUB-LEDGER � � "I � 1"INFILL PIECE----] : 1/211 INFILL I IECE, (3)2XI 2 , . I � I I 1, � CONT. 2X2 LEDGER; FASTE EACH RAFTER TO BEAM OR POCKET 8 I EAM INTO WALL u "i � HEADER L..-.--.......-..-..-..-..-..�...-..-.. -�..-..- . : 11 SOLID BRN'G 0 STUDS W/ (2) � ' *= 11 , (2)2XIO � WALL BELOW: (1) SS GRADE -T 0= I- (2)2X8 - ___ (j)2X12___ XPOSED RAFTER TAILS W/ PROFILE C2� z 11' I 1 )/2" DIAM. SS GRADE 316 LAC, � - 316 H2.5A AT EVERY � � HEADER HEADER I HEADER ADD Y2'PWD - I 11 ?. : ` BOLT 0 16" O.C. MAX. (EVERY CONNECTION I .. COORD. PROFILE W/ OWNER SLASH HATCH: � - �- in.- FLITCHES -1 ]z I Iii . I .. 4 ." -,- 'I - I - . . : I��, STUD) I I STRAPPED WALL DETAIL _0 II.- - WOOD HEADER SCHEDULE At i 1. ROOF TRUSS UPLIFT,-CONNECTOR SCHEDULE � I . 11 ��- .�� I ,,��- - *,7 , � I 1. - -`< .- --� 1 ----7 ONE STORY OR TWO'STORY . I I I - � .� STAINLESS STEEL 316 WOOD I EHOUSE I " UPPER FLOOR (# OF JACKS) � � � I 11 I I . ai .- - SIMPSON 11 FASTENERS I I .. ,� SCREWS. DECKING CAN LATER � TREX DECKING SCREWED ONLY TO NOTE: SEE HEADER DETAIL TO LEFT OF - , I or N SPECIAL HL�LER DETAILS - . . ., I i . (#,or-JACKS) . I .-..-aFj I I � � OPENING SPAN I- . ,�,' M5.-.. ..-i - " . I .1 I - . '. BE UNSCIRIEWED TO INSPECT - . SLEEPERS W/ i SS SCREWS PER I e .00="i I - , � . 1--7d7TOP-P-L7AIf---: -- . . 11 I : .1 I . ,- M I I 1� � . CONNECTOR . TO DININ IN FEET � ."---- I TRUSS -- -------.-. THE ROOF BELOW. THE I MEMBER SHEET FOR 9' WALLS W/ 8' HEAD HEIGHTS - 2nd FLOOR FLOOR FRAMING PLAN n (# OF KINGS) Z/"�-\�, �' - � - � 1- I 0 i, - UP TO - - " SCREWS TRUSS - . SLEEPERS ARE LOOSE LAID SYP WOOD I 0� - I- -1 CD I � FOR 9' WALLS WITH 435#!�� HGAIO ' 4-�'4"- x 1-1/2;' SCREWS 4--4"- -x3- . I I . , " � � - 1 � - . � 1. I - . . � . .' .' I N - .. -- ---- � ','�- - - - . . . . (I.E. NO PENETRATIONS SLEEPERS @ 16" O.C.; RUN . .. . = 1 I - 0 .. � -00 2 .., � � 435# TI �- H2.5A 5-8d I 5-8d i TRUSS - I - - :.. . I.. I - I " I - . . . � I . I Y41�1 �, - !' -104% , - . I I . , � I . I ; � W-10" TO 2'-10" - I ) 2x4 (2) 26 � � � I � . . I . . - � .1 I - � I � I I - � I .s . . � PARALLEL TO ROOF SLOPE TO. AID IN I . . . . I - - � - � (2 KINGS) I I (1 )ACK) - (1 JACK) � - 8' DOOR AND WINDOW � , 600# TO 745# �1' H8 ' 11 5-10d x 1-1/2" 5-1 Od x 1-1/2"' ' I . I I DRAINAGE (DO NOT RUN . I . . � , . -- TRU85 ' WATERPROOFING MEMBRANE) 1. . >111- I . 2'-Il" TO AV-2- (2) 2x6 (2) 2x8 -"' . PERPENDICULAR TO DRAINAGE PLANE) � - - . 1 (2 KINGS) (1 JACK) ' (2 JACKS) 745# TO 990# �", HID 8-8d x 1-1/2" 8-8d x 1-1/2" TRUSS SLEEPERS SHALL RUN - 1, V) I I A- - .1 ,- I" --�� , � I - HEAD HEIGHTS � PARALLEL TO THE SLOPE OF . .:.S412 . .:-. . ---------- ��- . I _Q 4'-3" TO 5'-4" (2) 2x8 (2) 2x1O ;'� I ....... .. . �- - - 745# TO 1000# �,� MTS1 7-10d EA. SIDE NONE TRUSS I � THE DECK, TOWARD THE EDGE, , . . . . P, . . . . i KINGS) (2 JACKS) - (2 JACKS) . . .. t z � ..... . -", -- - . I � . � . . . .*. , .-:::::: � Lr). - - - � �- I TO ALLOW UNINTERRUPTED . . . . . * --�--,,,".1.1.1.I I., *-1-1 I '. . HTS20 10-10d EA. SIDE NONE TRUSS ", - . . -o,,- - - - -, .:.*-*.'.-... I 1i- 1 V-5" TO 6'-6" �2) 2x1O (2) 2x 1 2 4 - . ,.......:::-:-. . ...I.. .......................:I�� . - . I : �� I%- I KINGS) 2 JACKS) (2 JACKS) -1 - - I DRAINAGE FLOW (DO NOT RUN .-*. .,.�:,*.-.'j...............: i�� - -- . . . . . I I. - ....................... ..: -.............. I - . . - -V . '... .:.. - 1450# TO 147i - H16S . 2-10d'x 1-1/2" 10-10d x 1-1/211 TRUSS � PERPENDICULAR TO DRAINAGE ........................ .. .,... ... - I....: - -.- I DIDDIND -;.,� I ,* .. . I .1 *. , - , .- .. -,I :. * I 11 , , , . - - I .I. . . . . . . . . - -----*-----*--.-- �-"* - - ,� (Z) .- ! � ..-:. - - - - ..... : '! PLANE) .........'.. ...;:�:.-::Z,.,.,-`I , ; ---,. , ., . . . . 1 (2 KING' 2 JACK) 1450# TO 147 -Z 2-10d 10-10 - '� � �� I - : " - - - -I...-.,--., ,. ':.".:.... - � I � I . STUCCO- .1 6'-7" TO 7'-6- . �2) 2x12 (3) 2xI2 w/ 1/2- 1 . .�..-...-....-.,,-........'...-...�.--.-.--...--I � .*. � - PLYWD (2 JACKS) 0# i x 1 d x 1-1/2" 2-PLY TRUSS I I . - --- - ---- - ---- - - ` `-* ,`-* -......." �. I . � �, - H I 6 -1/2" "I" .....--..-...-.-...-....-...-.--..........:.--:.----'--,.--*-*I.-'.--'-'--I."..,* .: I.:`--�`.*--`...,.%..,..,..*"-.-'... . I DRAINAGE I PRO .... - , .. .. .. ... . . . . - - . ...-:.... . - . .. -:..�.�.Z: * ....'.�-.:%.:.- I . � .: . - �.'i . . . 4.1.* .1.1.'.*-..,-,.-, - .-.., *-1'*-*** . I I - I KINGS) . is �, LGT2 16-16d 14-16d -� . . BOARD: TREMCO TREMDRAIN .--.---- - - - I V- . . ..��-'i .. . .. 7�..-:.�1r.-1--*-;,--� 4' � VAPOR BARRIER TECTION ---/ -I...-,'�I... , . .�. .-`` .-.1 ...* " " - , -.. ,..:.1-,.....,.. . . o. 7'-7" TO 9'-2" (3) 2x12 w/ 1/2" (3) 2x 12 III 1/2" -1 ..-..-*..-,.,.......-*.-....,-........-...-.--,.....-.-..-.-.-..- ..... . . ......;.......;.�... I....*..........�.I....,...,...... 14501 TO 2050# 2-PLY TRUSS - - `***-`-**-1-- *'*'.'*`I* -..I`*1-**.*.`I..". il� ................- -;:�:-.,.�.-.-;,:.-:- _-;,, - . - *`-*`*' ;:.. .., . OVERLAPS FLASHING kj --,_.-, " - .1 PLYWD (2 JACKS) LYW J�C .:, ........."',eF.- . __Lp_�2 .�__ . �, �11 '.*. .. ...... , , - - , - I.-,...................,..--.,....,.�*'...*-,.'.-.'.,,....'.---.-.-.......,....,.-.-.,..*.*'......*.'.�...-...-'.*.?...**., - , " . - I ": , - -, ,.-.,*.-.-."...*,...-.*...-.,...--,.-,...-..,..-.- . .1 I . I.; , -.*.".",..,..*"�.-'***.*.'-'.:.,.z*-.�,..., . �j FLOOR 18-10d x 1-1/2" NONE CONT. ALUM. FLASHING - - , " , - ... ...... - il . .-.'-*.,.,*..-"..,..".**....*.-.*-*.'.-*..,.**..-.*,...,...,,...*...*-*'., .*.*.,.*� '.-:4".,.I`-**-'-*`-......-I 9'-2" & OVER SEE SEE 2050# TO 3480j�� HTT16 USE WHERE NOTED IN DRAWINGS ! .,..�.. , - - .1�.*.--,....-.....,.......'...-.............,-I..:Z--*-*""I.*-Z � .........,..,..,..-*,...,..-.,...,..,..,--.I ,.�.-.--�.-'---*.-...,-..,...-.-....-.-,..--..,-....,........-,.---.-..*---,*-�"...,."-.,..*."...,.,......-. . � . �n .- ;: � I. `12'�*'.., .� - *** .� � . PLAN V - ;: . . . -.1- - - - " - , , --.. - . PLAN - �� DRAINAGE AND PROTECTION . ...-.-- LEVEL (2 KINGS) - . - � .-.-. I.-......-.......,.....*.*'.-*'.,.**.*.,'....*-,..**.*-.*'...'.,- . - . , a-. ... - I..........,.-..-..-...,.-......-..-....*--,. :.. -.:..-..:* '- 0 1� -: ` .. .1 -.1, , .. . . .. . .. . ....1, - .... �� . .... .. - . u . . . 65#'-5, MGT 22-10d NONE I, ! 1� . ... .. . �; . Ir- %i - . I . . .................... ... .. . �1 � I I . . . . .. ... - lIII:--)kIIIo i USE WHERE NOTED IN DRAWINGS CONTINUOUS SYNTHETIC 1 BOARD. LAID LOOSE ON ' g.-......-.......... . . I WOOD 2X4 15DEG. SLOPED - : TOP OF WATERPROOFING. - . � I =..-.-.-..---.=J-..-..--39mlo-T(MO 7---M-t=----l6mM7-------------RCNr-----------=-PLYMU=-'- -- : I r , I � 0) I I .: PROVIDE SYNT'HETIC WOOD i�_;�� - . � . -I WATER TABLE W/KERFED :I i PROVIDES A LAYER OF --=�-, - -:=--f-:::--�----��-�--�:�::::::::::: -- - . I le r*% . 7� : --------� �, � - I I PADDING THAT PROTECTS �� - 00 I " . _ HGT-3 16-10d NONE 3-PLY TRUSS i/ �� ::��- . - : �A I : I INTERSECTIO� OF DECK THE UNDERLYING � ,ii - -(x) %,,I 'L.LJ � SELF -ADHERING BITUMINUOUS Y4"THK PRESSURE TRT'D -��, I � 1 3965# TO 9 2 5 0#,'-',',,-f I HGT-4 16-10d I NONE 4-PLY TRUSS : 11`-� I . : AND WALL; PROVIDE WATERPROOR.1113 MEMBRANE, V, I �, - SLOPE DIRECTION I WATERPROOFING MEMBRANE; USE APA RATED PLYWOOD ) (..,) I 11� ----- i I _CONNECTION AND LETS WATER DRAIN OWENS CORNING SELF ADHERING SA DECKING - SEE MATERIALS i . CU03 -� . : I UNDER THE SLEEPERS THAT ---- - - i I� i I . r I FLAT ROOM MEMBRANE, TORCH DOWN AND FINISHES C) � � " � - -WAT RPROOFING RUNS UP MODIFIED BITUMEN, OR SIMILAR FLA X, I LO I "It, --- L"�, ---t��I . a 1.-. III , -- --"'I- ; ,lt I - --- ----- ; . OOFING : - 1) . BEHIND DECK. - I-.---------- - --A ------III— 11�---1 7()- i . -1 -- � -Z:�Z- '--- --- i WATER T,Iiii VAPOR . - I I., I � I : � i 11 . -1 -- � �...�...............L--------+.. . .. BARRIER LAPS,OVER - -STAIR OPENING - ' -- (:,� - I I '. 1 11,41) ..-- I 1.-....-I �-....--1. - - , i � � re) . . I ......... -' WATERPROOFI'k IG - -.---.. I I I � ,,I . 10") , 1, ---�-- L', . , . DECK IN I ` --- " -.1 . -,) - - - I - I I . - - ,� -�DECK ��, - - � ij z:- A ,--� q ".. A � , I .1 , /.. . . I . ., , - F, . -- I�- -. , I , 1, I , . L . , I ., - - .1 . - . I . � I � . 11 . - . � . � , . '. J " I - I - . I—" �, ".� ' ;;�. ..,.� . ,:�-- ---- - � � I . -,�, I . -%---1- - - *��-f � : , . . , �,Z- - ---- .,--- , � I,, , . I , I� I� ., I I I . ... ��, " - . . 1 ., I..., I. - � I 11 � I I . I .. . - �V-`I � I - . . ', , , , el I .. � . � - � - . - .4�I - . 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IS-- I � I I � I . . - , .-� � - I ;, . - I I.. TRUSSES - I I -�I,,� , a F LVME 4G D �. 8 SO.O STRUCTURAL SHEET -1 I , �:f -* ** i 11�6\ : . ,�. " �EIL 8' "'., I ---- . a:_.. 1 . I - I I . I �., � I - . I : I I I I , , � - I � I 11'' �z , � : .1 - . I . . " . e%r*r, 1. I w : I I (D \ 1, . . � 1 , llr I -1 � LAT 11 . I J.5" -"I 1 . I I I .'' �� I I � : I 11 , , 1- .1 �, I 9 S-1 FOUNqATION PIAN . i , 9wMi I �,: � I . -- � : --- I I I I . 11 11 I . . - I � [ � � I I .11 �1, I I I- I 1. . I I Il -PLANS . 1 37 0 2 . I . � - >< . I : : I I I I I :, -I I--(�) I 0 S-2 FRA ING I - I - . - I � -I I-.AN � . .. ------- I : I'll . I .. 1, .. I � M I � RAWINGS 1, � � -�,, I r � -. .. . L 11 Ill ., � I � I I , I. .. I ` � 11 I I ELECTRICAL I � 1� - )-0 j Ij ,. /-t--� AN I * I ,, I I I � 11 � 1 E-I I 11 I � - - I � 11 I I I e, - V- '. *w '�', �. . : 1'14 : . \. I I I - - I I � - ,, I . .1 � I I I �z � I � . I � I I . . L I I . � . - -1 Mal "I'm � I . . 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I � I L :,: I We k#4 Is ng nikili for W pAlcm of cmrWior . I I":," -, - I . . � � I 1-1 I I I I I I I L 4 . " � . . ui ft Rdew Dift in tke T&W is ddd I . I I -;-i I � . I L" �, I RAFTERS @ 24" OC 'L -1 ,,",":,", ,, I I I W/ (2) 12 T EACH POINT OF CONTACT BETWEEN RAFTER TAIL AND Oft ADD I � ,,,, I L , ILS FOR SOFFIT 0 1 `4 L '3 6II;1,"I ,�!�:-`, ',I,�,,,:.L,� " . I. v I LAST COMMON TRUSS I . L"t�- 11 I . I (- 1 ,"-'*�*,' .-,." .� . I BLOCKING AINTAIN EVEN SPACING OF RAFTER JAILS AS REQ'D � I I , . . FRAIIIIIIIING PLANS & FASCIA 1- L - 11 ) - i ,,��,;��,j��:".�, . I I � L� �, . 'L I . I I �', . __ "�",_j� q , . - L' ' ,��L, - � �,Z��!', I 11 . . � -11 L I I L: I , 1 �g .� , .;(_�`-,,i',�'��",.�L�'.' � I , 'L ------------ rA,i ... . `s ,,"L :,., ,�,,� " I DROPPED GABLE TRUSS I �,�' � L ' L I - � --------- � I . � I I 11 1. - , . L I , '� �-""'�'�"$'�'-,"',"-��,�','!L . I I . el I � .,,�, �;�I L . I - I �`, L I I' ,"'" -� I I L' I ,.,, 0 ev Key She � , I L .� , I L . . 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I . . � , . ,, . , ROOF RANIIN(G I I L I , 11 -, � .11 � I , I � ,��,�,�, I I I L � ' ' L I I � I 1,� 1.-1 � - 0 " I � -10 4 6 6 I.-1 I .1�1� I 1 6 6 � (� 6 S 1 94 'I = 1 ' (� (� I �, . . � 6 1/ .. I I -- I. I'll � +1 11 I I, - � � . . L � � - - - -- -- - - ------ - -- - - I - ' -- ' - - -_--_- - -_ � � . L . I I� �- ---1 I I . I - -1 _�" --- I �I 1� 11 . "I'- L � ----- � - - L . 1�1 , - , , I .- , 11 -! I I I I-L- I - .:,-�� il I I t-�- 11��-- -'-L- k--. IL I I ,I � � - L " - � -�I-1.1 -1-� � - __ ------ L I - I k< GRASSED GRASSED LANDSCAPE LIGHTING CIRCUIT AREA —--—-- —--—-- AREA 4- H I B ... .. . .. .. . . .. .. 120V SEW. [ 120V DISP G RASSED L GRASSED COV'D AREA R IR 0 , AREA NTRY COV'D PORCH FICH R U KI-j ND F R MASTE 4 sBur CKT CU IN CAB DRA m i�j -E-E 4 1 T >* NlInO (13-k R IN CAB`\ FLR Lzvy 0 PLANTING R VAULTED SYMIMET`Rl CLN`G R G CLN W1 APPLIED FALSE RAFTERS OVER f& 220V 120V -HB+ :till Ifff "I'll $ .................. BEDROOM TOIL uc UC �'�--riOYER REFIR WINE BAR Vt? LO 60*x 80, 4�1`==------FOR- OTV 4 I A( HALL R el). x 11% BED OnEEM >* PLANTING BEDROOM M.B H BIKES AREA MYLES ------- ------ 6MBL HALL DR CLOS -------- AS At RILL 4n R DOG ------1-2------ - ------ L�;;j L_j Li 08 A/C,, AREA L v CLOS COW 1 84 ------- ULUJUILLI�! NO 64 -------1-&- LOOR GRASSED R ---------- -- AREA IN R R t/ull c MYLES AT ATH/PWDR. _��I�BOVE I MMU John H. Dodd 609-3— ARCHITECT, INC. K Is FL:AROO1 6867 GA:10456 DAWN CURT 2775 RACHEAL AVENUE v CLOS POOL TOP CLOS FERNANDINA BEACH,FIL 32034 R R v CONTRO TEL(904)583-4044 LAND'G I Email:JOHNNYDOOD(cDBELLSOUTH.NET L YA YX Yx Ell QpAmu"u 402 H&C SH WEIR Ep Revisions after Signed Release RV !"W99 ;;;J >X STEP R STORAGE TV No. Date: R`W W, BOVE �C k3 8-28-14�11 2nd PERAIT RMONS R STONES R SHRUBS :ig Er �) NOTE: ALL SHEETS MODIFIED, GA CHANGES ARE NOT BUBBLED FIREPLAC� LAJNDRY OFFICE 8-15-14 kL PERMIT REVISIONS T_ LIVING 20V R R POOL 10 9 R HEATER c -4,01FICH 6vp AND I x I PUMP PO R Ito w.- AS EQ'D R R GR�SSED -—--—--—--—--—--—--—--—--- AOEA C) 2*0)- :QCW Lj II.— c ELECTRICAL NOTES ELECTRICAL LEGEND NOTES: 1. SOME SYMBOLS INDICATED IN LEGEND MAY NOT OCCUR IN --OEM WE: CONTRACTOR SHALL PROVIDE DESIGN AND DRAWINGS 2..ALL HEIGHTS ARE TO CIENTERLINE U.N.O. GRASSED __j 'UIT ENGINEERING OF OJECTMCAL FOR BUILDING(S). ELECTRICAL & CIRC LANDSCAPE LIGHTING CIRCUIT AREA DESIGN BY CONTRACTOR. CONTRACTOR TO EVALUATE PANEL SIZE FOR xx E :(R- XX SIGNIFIES HEIGHT TO BE DECIDED DURING CONSTRUCTION 10 C4 DESIGM BY OTHERS CO01t\4G/EDGE OF POOL CAPACITY REQ`D. METFR UTILITY SERVICE/METER/DISCONNECT A< CODE: NAT" MEC= COK, CLNUOT ED.; ALL WORK TO BE ELECTRIC PANEL (FLUSH MOLINTED) HRUBS t PERFORMED WITHIN ALL LOCAL, STATE AND NATIONAL CODES 220V 120V OUTLET OR DIRECT WIRED CONNECTION - APPLIANCES, EQUIPMENT, ETC. CURRENTLY ADOPTED. T 0 18" AFF TYPI OR DESIGNATED DESIGN W&&ERS :jD C�IASSED CMff&- PROVIDE ALL NECESSARY CIRCUITS TO APPLIANCES, 2: :iij��$ DUPLEX RECEPTACLE 110V OUTLE 0 HEIGHT DUPLEX RECEPTACLE IIOV OUTLET SPLIT WIRED, TOP IS "HOT" AREA C14 WATER HEATERS AND OTHER MISC. EQUIPMENT AS REQ'D. COORD. Wl -(,-)AFCI ARC FAULT CIRCUIT INTERRUPTER (AT ALL BEDROOM RECEPTACLES) PLANTING OWNER. CONTRACTOR TO VERIFY AND PROVIDE ELECTRICAL FOR ALL DUPLEX RECEPTACLE.1 IN OUTLET GROUND W/ FAULT INTERRUPTER -ELECTRICAL HOOKUP TO ALL DIRECT WIRED, SHRUBS WEATHERPROOF 0 18" AFF; IF SPLIT WIRED, TOP IS HOT RVAC EQUIPMENT, PROVIDE APPLIANCES PER MANUFACTUR'S SPECS. wP* DUPLD(RECEPTACLE IIOV OUTLET W/GFI 0 18'AFT -OR- DESIGNATED HEIGHT Oil MC FAULT RECM=S-. PROVIDE ARC-FAULT BREAKER RECEPTACLES @ ALL BEDROOM RECEPTACLES QUADRUPLEX RECEPTACLE 1IOV OUTLET F �B PLuc— CONTINUOUS UNDER UPPER CABINET 120V PLUG MOLD POWER STRIP (GFI CIRCURD) DISM44ECTS,- PROVIDE IN-LINE DISCONNECTS FOR WATER HEATERS: X)< ------------- FUTURE PAVER GENERAT AND OTHER APPLIANCES AS REQLI'D BY CODE. E3W 220 VOLT OUTLET, LOC'D @ 30- Aff, FOR EQPT. / APPUANCES AS REQ'D 1 11 12 15 11 1 1 i 1 13 A/C FLAT OR 2 10/� CHASE C11L S' PLANTINO STEPS �(SLFEVF TO I rN,00 C) FLOOR OR CLN'G MOUNTED 110V DUPLEX OUTLET I --- -- ---cF r 1 $ CEIL RI I EP) -4. Swim DETECTORS CA" �mm OMMORS *IE4 GAS) ElL 1 V-2*_*1_1 F - -- �cs tM c ar--FLOOR OR CLN`G MOUNTED 110Y DUPLEX OUTLET, SPLIT WIRED I CEIL 0' CEIL FALLS CEIL 8' A/C 7 1-2— -N T_ SHALL BE HARDWIRED INTO AN AC ELECTRICAL POWER SOURCE AND s'rAI R FALLS 2:121 CLOS FLAT FLAT k -GAS+- $ SINGLE POLE SWITCH; ALL SWITCHES @ 44" A.F.F. TO CENTIRLINE, TYP., UON 9------ SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. DETECTORS A/C 1�,c R7�L _j SHALL BE MOUNTED ON THE CEILING OR WALL AT A POINT CENTRALLY SINGLE POLE FAN CONTROL SWITCH (WATERPROOF WHEN OUTSIDE) BDRM ------8------ T20V 0. LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH GROUP SINGLE POLE LIGHT SWITCH (LIGHI/FAN COMBINATIONS) CEIL 9' GARAGE OF ROOMS USED FOR SLEEPING PURPOSES. WHERE THE DWELLING OR-,� 7 FLAT -7------ NOTE:GARAOE 2ND FLOOR 220V GHTING CIRCUIT DWELLING UNIT CONTAINS MORE THAN ONE STORY, DETECTORS ARE ;� APARTMENT:WILL NOT BE UUINU A/C_ REQUIRED ON EACH STORY INCLUDING BASEMENTS, BUT NOT INCL i i 1 2,3,4, AND 5 COUNT OF SWITCHES TO LI SHRUBS 00 SWITCHES' W/ DIMMER FINISHED U�DER THIS SCOPE UNINHABITABLE ATTICS, AND SHALL BE LOCATED IN CLOSE PROXIMITY L 2L OF WORK 6L F�ui� TO THE STAIRWAY LEADING TO THE FLOOR ABOVE. DETECTORS SHALL COUNTERTOP LOCATED GARBAGE DISPOSAL AIR SWITCH BUTTON 4 (FINISH AT FUTURE TO TO BE CEIL RISES p=q BE WIRED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALAD 3 COUNTERTOP LOCATED POP UP COUNTERTOP POWER OUTLET, GFI PERFORMEd UNDER NEW CEIL 3' STA LID FLAT FD GD WILL ACTUATE ALL OF THE ALARMS. SMOKE DETECTORS IN SLEEPING BUILDING PqRMIT) AiG) OPEN OPEN Z c) ROOMS SHALL BE ARC-FAULT INTERRUPTED. LO A_ DOOR-ACTIVATED BUTTON SWITCH PANTRY 34A Nt OF WATER SOURCE 4 EXHAUST FAN; EXHAUST FAN W/ LIGHT COMBO LAVING 4A2 GF1 OUTI.M. ANY OUTLETS WITHIN 6`-0 3 TELEPHONE OUTLET 0 18" AFr -OR- 4" ABOVE BACKSPLASH OF ... ......... C SHALL BE GFI mp kill CEIL IV fEIL 8' RIZ 212 RISES 2y Fur BATH < PROVIDE UL:�'APPROVID LIGHT FIXTURES COUNTER -OR DESIGNATEVNUMBERiCAL HEI��L2'1, M10 FALLS 7_12'FAU.S 2:12 DOOR BELL BUTTON -OR.- DOOR BELL. ALL WET LOCATIONS. mart ETV] TELEVISION OUTLET 0 18" A.F.F U.N.O. H RECESSED maum- CONTRACTOR TO VERIFY ALL RO SIZES FOR A V RECESSED CAN LIGHT FIXTURE; SIZE & BAFFLE TBS PLANTlIkIG COV'D RECESSED FIXTURES, AND ADJUST DUE TO ANY FURRING FOR FLUSH ®R 111 1 1. 1 1. .... L____- /` V SURFA_CE__ ENTR FIXTURES. CONTRACTOR TO COORD. W/ OWNER/ ALL BAFFLE STYLES PAVE DURING CONSTRUCTION PHASE. CEILING MOUNTED LIGHT FIXTURE too 2iff DEEBT—T-10AN WALL MOUNTED LIGHT FIXTURE I C-1 SITE PLAN DWM- CONTRACTOR TO VERI FY/COORDI NATE DIMMABLE LIGHTS A-1.1 I st,FLOOR PLANS CHANDOLIER OR ORNAMENTAL PENDANT HANGING LIGHT RHEOSTATS W/ OWNER,DURING CONSTRUCTION AT ALL LOCATIONS VIA i0 3 A-1.2 2ndjLOOR PLARS 6 4 A-2.1 ELEVATIONS HOUSE JOBSIT c E MEETING. STEP LOT OR SIDEWALL LIGIT(if CONC/BLOCK,CREATE ROWH OPENING AS KQ'D, -)j4r7_'= WALL WASHER RECESSED LIGHT FIXTURE + ------- - 5 A-2.2 ELEVATIONS GARAGE (o I I - I .+HB- DjREc - -------- FMVPB SaECRON: ALL ELECTRICAL FIXTURES TO BE SELECTED, p 6 A-3.1 PIERS)ECTIVES HOUSE" BY OWNER, U.N.O.,. FLOURESCENT STRIP FIXTURE f 7 A-3.2 PMPECTIVES GARACE MULTI-TUBE FIXTURE PAVER t 11 1 ;ROOF'PLANS FLOURESCENI DRIVEWAYi *IpJNG DEVU-,t AND WALL PIATM- MATCH EXST'G TRACK- TRACK- TRACK LIGHT (VERIFY HEAD COUNT W1 OWNER) 8 S-0.0 STRUCTURAL MEET S-1 FOUNDATION PLAN TWS;W/CW- PRE-WIRE FOR TELEVISION CABLE OUTLETS -DELO —SELO - CONTINUOUS UNDER UPPER CABINET LIGHTING 9 10 S-2 11 E-1 ELECTRICAL WHERE SHOWN. COORDINATE TV DETAILS W/ OWNER SOFFIT MOUNTED FLOOD LIGHT Romi CONTINUOUS LOW-VOLTAGE ROPE LIGHT AT CLN'G/SOFFIT u SECUffTY-. CONTRACTOR TO COORDINATE W/ OWNER HARDWIRED SMOKE ALARM, INTERCONNECT ALL ALARMS POOL LIGHTI NG/CONTROLS/POWER: CONTRACTOR TO COORDINATE HARDWIRED SMOKE/CO ALARM, INTERCONNECT ALL ALARMS DETAILS W/ OWNER"AIND POOL CONTRACTOR �11\. 1/> CEILING SURFACE MOUNT FAN A --7774CROSSED WITH LIGHT FIXTURE 14 PER CABINET 120V LIGHTING ASOV —ABOV - CONTINUOUS ABOVE UP 4 Date Released: kwkq 4 Ind W=W for Um ppspm of Laft k RAm DIM in tke Titb bck is ddd ELECTRICAL Sly, Sheet North / Eley"K E E- 1 Page f NTI Ac- Ll227 7' C' N FLR 0 Fpd El XDN R L446 Nb ))-M 2nd FLOOR ELECTRICAL PLAN 1st FLOOR ELECTRICAL PLAN (6 Y4 1 0 1 1 - 011 )/4 t