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365 8th St 2014 New Home Plans i I I DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES �I PRIOR TO CONSTRUCTION. SEE GENERAL NOTES I . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . . — . — . — . — . — . — . — — MAX. BUILDING HT. 12 12 STANDING SEAM METAL ELEV. = 42A& ROOF SYSTEM 41- I I q� 12 12 Suite 200 2 San Marco Blvd. (- Jacksonville, FL 32207 TOP PL ® ® ® AA26001325 ; 904-396-4420 www.jaycoxreinel.com GEMENTIGIOUS TRIM - - – --- -- -- Issue BOARDS, PAINT DD-PROGRESS I - - - — -- 06/26/2014 - DP-40 DP-33 PERMIT ISSUE T 0&/0&/2014I - -- STANDING SEAM METAL � I , ®PERMIT COMMENT RE5PON5E5 _ LLD7P -33 DP-33 DP-4 DP-4 ROOF SYSTEM oa/12/2014 SUBFLOOR --- - -- - DP-32 TOP OF TRUSS LuJ \ \� 12 77TT I -- _ TOP PL ..-.--- - -- - - --- - - - _...-- ---- - - _ --- - -- --- - - o ENTIGIOUS SHIP m -- ---- ----- ----_ _.-_ ------- I -- -_-- _ �- -- -- -- __ ---- - INC PAINT ---- GI TRI GEMENTI OUS M --- D 2 - I --- DP-40 ---- BOARDS, PAINT : _ 1x4 IPA PENNY - -- - - - - -----JOINT SIDING GONG. TOPPING _ - _ - _ . _ . - _ - ---- -- - 2 GONG. TOPPING O/ - - - - _ - ----� --- -------- - - I 8" HO LLOW GORE N o - - - - - -TOP-OF-WALL- -- TOP WA ---- TOP OF WALLLi R ---- ------------------------------------- ---!--------------------_--- ----------- GEMENTIGIOUS TRIM -- . ---- - -- -- - PAINT TOP OF WALL I BOARDS,ill I 5 P STUCCO O/ GMU TOW ,.: .:.: . - -_ TOW I I ;�• I O • . V s►- � I.. I I I j I I I. ... . ,1•`l ,..,•,�_y t '. I I "V FIN. GONG CURB - ------------------I i I I TOP OF SLAB TOP OF SLAB I .. i I I--�- ------------- i------------------------------ - ------------�----- -1- 1-�_______- MATTHEW G. KUNATH AIA , - . - . - . - . - . - . - . - . - . - . - . - . -._- - . - . - . - . - . - . ----j I - - - - - - - - ---- - -- -LI - - - - --�� - - - - - - - - - - FINI5H6RADE � FL. LICENSE NO.AR0017234 I I ------- I --�----------------- --------------------------------- – _-- — — — L-------- JI– I _ — - ---- ----------- t L t I ---------------------------- -----------L-------------------J EXISTING SIDEWALK J- ELEV. K7�5u IL.i� INIS E � # - �. �l.�T I Oil S OUT'I� 1 3.1 SCALE: I/4"=1'_0 I1 STANDING SEAM METAL ROOF SYSTEM I L BUILDING HTS r, 12 12 - -MAX.. - h+� E _ 4 .. ELEV. 42 I- -14 qb � TOP P Q TOP PL. - DP-33 -- - --- DP-45 -- --- - - - --- _.. - I 12 --- __- SHIP LAP 5101- - - -- - - - - T C SHING _ I 41- _ ..._...-. _. .......- - - -- BY ROOFING MFR TYP. - 12 B LO - - - -- - - TOP OFr5fJ-T - 12 _[1--T IF _ -------- -- _ -'2 .. ........ - ----- --- --------------- -- ---- --- --- -- - - - - -- - - - - ------ -- -- -- - -- - - -- -- ---- - .. ----- ---- - - ---- - -- -- ._..- ---------- --- - ------ ------ - DP- OF-32 -32 - - u� Q -- - ... DP 32 DP-35 -- -- - - - - - DP 42 -- - - - - — -- — 36" MIN. HT. BALGONY - - - -- --- -- --- - - I _ _ GEMENTIGIOU5 TRIM _ - GEMENTIG_I_O_U5 SHIP \ RAILING BOARDS, PAINT_ _-_ - LAP 51 1-6, PAINT--_ _GONG. TOPPING - - �I Is STAIR RAILING 5TUGGO FIN15H SYSTEM- 0/ YSTEM O/ GMU WALL ® � I�I�II uul STUGGO FINISH SYSTEM \ NATU TONE - O/ GMU WALL DF-50 DF-30 D - O D - O \ WALL G V \ L_ NATURAL STONE TIMB BRA ET5 DP-38 FIN. GRADE WALL GAP AND EAM, INT © F� HB / L / STUGGO IN15H SYS • .. TEM / O G - / / �E TAINING HALL I --------------------- i I � � � - FINISH GRADE @ I I \ L - -_---------- -------- EXISTING SIDEWALK HOSE a1BB STUCCO FINIS SYSTEM OVER SIZED RAINWATER GU5TOM OVERHEAD SEGTIONAL r-L F- ___I ��-^-'- ----'- ELEV. - 7.a6 O/ GMU WALL LEADERS, TIED INTO STORM GARAGE DOORS I--_- IL j DRAINAGE PIPING Drawn by: DGC� KT�45UIL=� INIIS Job: 1402 P�3.1 50ALE: 1/4"=P—OI' Sheet A13j . I ' i II Sht. of Shts. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES e b - ILE y p i p � 2002 San Marco Blvd. LOT 28 Suite 200 Jacksonville, FL 32207 130.00' (PLAT) BLOCK 10 AA26001325 904-396-4420 www.jaycoxreinel.com LOT 21 BLOCK 10 -�o`- TWO STORY FRAME �� n ,�' 5 Issue Grt� POSTED #359 `Qs © u DO-PROGRE55 p C �,°d PIALM 06/26/2014 V?C1:1 �� , PERMIT 155UE 08/08/2014 �Y 130.03' ME SURED) S 06°23'40" E — — — — — — — — — PERMIT COMMENT RE5PON5E5 ® - - - 1 oa/oa/2o14 x - -x x - x x - x c'� •6'x ___ �. - ,L FF=7.50' ��- ------ - X------------_ Q �t �-�ie- ®--{_1c x - +ELECTRIC p 1C rO w O L O 1 in METER /� F=q. O' 5'BRL x XFF=7.50' I DRAIN •,.. I OUTLET ` x i I -Sg ota Q 1 C U 20'-0" I LOT 30 XON I Al ,I 9 BLOCK 10 \ I Q � > > W w - o I < CL LOT I z N z LU IS) BLOCK X10 12" 1 /REMOVE\ I (�J) w 15 I I Q 1 PALM J SPL 5H I I I i'ALhT I W BLO K o I / ❑ MOVE\ /REMOVE\1 (/REMOVE 0 Q i (REMOVE I RE OVE l0" I 10" D5 Q 1 0cc LU o I ALM / \ PALM / \ PALM// m I \ ALM/jFF= .4 I,\_PALM / !/ -/ - i cri �� NN,1'�� ' \, I I N QO � IFF=7.50' i CO EMOYE� x I 1115" 1 FF=9.00' PALM / FF=7.50' /REMOVE\ ---+ ------------ --- - - - - I 12" /REMOVE P E FF &.40X F=8.63 \ PALM /( 12" 'I I I FF=8.5 ' ri I I I -/ \ PALM _ i I I I — I r � '-� � � 1 1 1 I 1 � � l i 1 � � o �« cliCD I 1 I 1 1 1 I I I I - - -I- - 2q' 05/a - - - - - 0 Lu C MATTHEWG. KUNATH,AIA °O 11 Q I I I I - - - LINE OF DEH,21-I5HED ONE I00 STORY FRAMED STRUGTU I �� - ��- - - - - - - - - o ��o� \ `� FL. LICENSE NO.AR0017234 xl i z 1 m I 1 �1 m1 w 0� W I I O O 1 I 1 FF= .36' \ 16 O I ' FIRP - _ i o J \� _ (/ 2oV% -11 N I > �, o z N i REM„ I I 1 A ti I I I w i 1 FTF=&.27'X \ PAL / \ P EMOVE M xl I I I I \ / I `I r 4 co CL I 1 I — — \� -�PALM /I I® 11 I PAL J — I Z I 1 1 1 1 1 � I PEC ' I I I I h 2 < — 1 I I I I FF=B 21' FF=8.5 FI==8.50 I I n - x I 4• _ ._. - -- - - - _ I I_ <-> --.._.-,•. - � � PALM X I I I I o :,... t 1 FCr MARS' z. E �. r ;- . . I REMO UP �9 r _ p I I I I - ' •-�,�,-v �I � <, f"? �, .Ps�H I�,`/ <Sp�I..P}5)•-1�,, ^; 9 M is I I I I FIG / 42 I I 1 PROPERTY OWNERS: BEN AND PAT FRISCH xl I I I I I A SPLA / � � '"� ' y ��. }81= K E31Q : AY --I -----�- �. �P L I "<� �/, :I; I 10.758 WAVERLY BLUFF W I I BLOC > r r ; �� � 8 �'< C �� I�- LLI �'" I , I I �- < < l/ `, �< I 12" PA"h� JACKSONVILLE FLORIDA 32223 a, > , ..I � /� '� �' I PHONE NUMBER: 904 15"1 30 HIGH GO�G. v �� PALM I ( ) I �� `111� YS �/ /�- - - PROPERTY - °' P FOR I , - -� r;_ r — ,: I PALMI I I � � �:� ��� � � - ADDRESS. , I GE BATOR I ,' � v� �v �'�� �� 365 8TH STREET I / A MQ�V I �;• y << 11 �<. t _, �< >' i �';< ATLANTIC BEACH, FLORIDA 32233 F xl --J I RE OVE �� I > _ I' �?... l, QQ s -------- XA T, m � A1�D��ET� i'- y> , / SEP O 2014 �` f: L `I I �P,ALM�/ / �� ���< / �I _. "� FF- f:�Q. PER\(IQt)5 PA\f) �� � � .� �; r �• PARCEL IDENTIFICATION NUMBER: 169974 0000 'S I GENERATOR — GZ �T l — — �T-7 s y"� N �ii ' ' i�DV�WAY `- �!_ i P` 1 I I - �� ���' I /� ��� I f.' � -./ <.;• 1; ,'. a� / < - ZONING DISTRICT: ARS-2 LOif 32 V - / ��� ���' U �`y.�Y�_� ��r - I �1, r. A, ,�.I K ,A r ��� ��1 m� _ wz By !®1 :i l ^ PRO E STQRfn�E ��< x > r `>,i� /� I�' �'<' `" 1 /�'Q ! 'I �: X < h' �� l "' o DING RESTRICTION SETBACKS: I BL K 10 y �' _ �, �J �. BUIL ,1 LOT 31 x I" �., Nf Q A A r ` f1�' /,, /`;.`I \ . >�ii �, w — i N U► �( o. ; y, < 1� 1` `, FF. 7t80,'I . t� ` T � z FRONT YARD: 20 I , d I7�VQ , r-� BLOCK 10 20-0 w � _ ,� ,� �\ ,�, /� ,'� . ^V i �_ _� o �.�`• \ � !`t'�.� �'< � � C � tY �i I li X� _ _ � -F- �� �=:- �= �? ,,,TZ . ;a` `Fl- W �� �'�� i'.y /�,� ;'`v � = z a- w SIDE YARD: MIN. 15 COMBINED AND NOT . .,�z� FE-x.80 y -�'T 1, I w — I � \. T z ,� y. ,S ,5;BRL / - z LESS THAN 5 ON EITHER SIDE (°}� v v F /�' � T � �� � i 1 y � � y P,_ T T _ r T z,_ -c T _�z e V/`' — cL w P1 i GOND-PAP–_- ` - - F- '�Y� Q i 7 ` e < j¢ Q Q `FEJ.59---' ^z�� �?� -� i i ' r i >.� �< <'�; <, rte,, Y \,,' REAR YARD: 20 SLOPE - � �j. �. v.� y �, a, , yam. s w — \ /F�"8.00 I TTtITf(TI T tITfTITiTTT x F== 7. O 1/8 I-O = r_ XFP.8 O0- •••t lam REMOVE o FLOOD ZONE: X ~� _, <• _ _ j .:. .. :...:.. F q.00 _ _ - L� p-p�-� - 6, v A BUILDING OCCUPANCY: SINGLE FAMILY RESIDENTIAL (R-3) d� X— — X x — x x x x — x x x — x x — x • x Tx x�x�-x x-- A x S �O � X— v _�` 130.02' (MEASURED) N 06018'00" W T �' �,�� �" 84'-�eM q ''w0 5;e n LOT COVERAGE O POURS GONG.RETAINING WALLUn � ��� m e I+ d�us LOT AREA: 10,816 SF = .248 AC O 130.00' (PLAT) 1 W/5 FINISH(T.OW = q.00) CIO ��'N.v�k ion C MAX. IMPERVIOUS LOT COVERAGE: 50% Two 5T01zY FRAME �^ P05TED #3-11 ` � PREDEVELOPMENT IMPERVIOUS LOT COVERAGE 1,777 SF (PREVIOUS RESIDENCE FOOTPRINT AND CONC. WALKS AND PORCHES) R NEW RESIDENCE FOOTPRINT 3,845 SF �iI`' PERVIOUS PAVER DRIVEWAY (1,838 SF x %50) 919 SF - _ . _ . _ - _ - - .._. . - . . - . . _ . _ . . - . . _ ...- . . _ . . _ SIDEWALKS AND EQUIPMENT PADS 488 SF w LU TOTAL IMPERVIOUS LOT AREA 5,252 SF TOTAL LOT COVERAGE 49% SF m REQUIRED STORM WATER STORAGE 2,155 SF PROPOSED PROVIDED STORM WATER STORAGE 2,755 SFA z LOT 1 j LOT 33 BLOCK 10 BLOCK 10 GENERAL SITE DRAINAGE NOTES: l,tla I 51 T F ..AN I. SPOT ELEVATIONS SHOWN ON (DECKS, DRIVEWAYS AND WALKWAYS) ARE TAKEN FROM FINISHED t' MATERIALS. lHE CONTRACTOR SHALL FIELD VERIFY ALL ROUGH ELEVATIONS. 2. THE DRAINAG s SYSTEM A5 SHOWN 15 DIAGRAMMATIC AND 15 INTENDED TO INDICATE I. GENERAL REQUIREMENTS NEGE55ARY TO DIRECT STORM WATER AND 15 NOT LIMITED TO THIS DESIGN. ' THE DRAINAG I SYSTEM SHALL BE ENGINEERED AND DESIGNED BY OTHERS. I 3. 4. ALL RAIN HATER LEADS AND DOWN SPOUTS SHALL BE CONNECTED TO THE UNDERGROUND F� DRAINAGE SYffEM AND SHALL NOT BE LIMITED TO THIS DRAWING. THE LOCATION OF RAIN WATER DOWN ?POUTS SHALL BE VERIFIED AND COORDINATED IN THE FIELD BY THE GENERAL GO RAGTOR. F � '•.�;,,;.r�.s, xri^.n.. . a-�`Y `r Drawn by: DGC c� fD Job:FILE C . 1402 Sheet sj , I i ALU PROGRESS SET NOT FOR CONSTRUCTION Sht. of Shts. , . 4, ss `'' ....,. .- ..,.,. _:., .s,. : ..: .i'N'Ys4Ya,, ...-,..d!"df S":�: t..'M Yn • _.4 f ..>. u I } _ y a LOADING CRITERIA i .... a_. ..#..® ,.. -tea.. ¢,4 ay ��... 4:.,. $"3�� lt— _ - o.. .3�_l.#�,h .... g�. 'e. .�_r_.t. .{...�� ..__-...-. _...... t ja fzi--rs .t- � rs i - :,^ate o li #J�t� tatlo #a €"d tti I %A %R tAi # sa i a a P-: f � -.- sem 6 s g t ' 'Q - 0 : -�.s-N-`1Pt �t 3 '��i � �At $ire 'a Qui t � "alms for error off' eT ec v m� e�' lat �Q us Q � % , ROOF FLOOR TOP CHORD LIVE LOAD 20 40 p.s.f. TOP CHORD DEAD LOAD 7 10 P.M. APPROVED TRUSS ANCHOR BY BUILDEi2. - - a O T T O Yt CHORD LIVE LOAD �} 4 PS.f. 7,9„ 13`0-114„ axz FLOOR TRUSS aaTTot,I CHORD DEAD LOAD 1C3 s.f, 15`6-514" 11'�v' 22,5,, P 37 LOAD L A T O }�ffT6H, T5, 5 P.M. DUATIO FAC ?a_ _ .- BUIRlDtNG�jCODE TOR - - - B�'�+.rrZyy}}�q0p,�� } v ' `t WIND LOAD TYPEMWFRS 2 clr. J (w J4 J1__ -g 3 ! . ' D4 J1 . - WIND STANDARD i +I' - ASCE 7-10 5A A �+n WIND SPEED 130 m. h, tA JAI BRGr - Jq UNLESS.4 TED N' WIND USAGE Res1dentiAt - CAT It k ` _ tom- J5 OTHERWISE . r Fes- J5 2' r 5 U ILD IN G EXPOSURE 1J cu ra ai) <fl A C A c tv T- o o o �:( 7(('� �[ .p.( C f ` 0; C, C c) a - - - m [E3 [€1 •• J sv ! ICAL l i�,U JEND rn BUILnING TYPE Closed Va6 �: Ea i �3 tl1 £ A CO3 T }ShIE` A I` T RESPONSIBILITY TY `TIBUILDING DESIGNER OR F t 1 ( t 2' 1I :- - ------- •- - ARCHITECT TO PROVIDE ANAPPROPRIATE CONNECFIONFORFRUSSES } iD4 A UP P ORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING.SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT fi S_;j `° AND/OR PLUMBING(AND THEIR CONNECTIONS)INTRUSS SPACE A C:05 A 2 Ladgev MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS I Ftoor Truss 2X4 Ribbon D 'tair PRiORTO FABRICATION. ci THIS COMPANY IS A TRUSS MANUFACTURER WHOSE J RESPONSIBILITIESARELIMITEDTOTHOSE DESCRIBEDINWTCA Q) 1-1995 "DESIGNRESPONSIBILITIES".ACCORDINGLY.IT DISCLAIMS I j'{ r2X BANDANY RESPONSIBILITIES AND/OK LIAHILYiY FOR THE CONSTRUCTION A G 07 ( t� c i DESIGN, DRAWINGS,DOCUMENTS INCLUDING THE INSTALLATION AND T cos i'4-112'A A A A A A A A C11LL _ - APPRaVE 3 TRUSS ANCHOR BY BUILDER a ,. vv` o � ` 27(4 MINIMUM TOP AND BOTTOM CHORDS A J6 T . o StJPF't?iiTllG SQUARE GI'IT OVERHANG I STRUC:TUR K F _ _ _ - + - - 7 ^ - 20 -14I 21_4 LAT_ / � __r. .•.c� r-� _;.f., �.r BASE HEIG T10'2"} _ e' 4 I r . VARIES I' J t - i3Et : . -- . •� Lsaa 12 -i BRC. Fxy �, _ _ � Urar_ES5 NEtTF� I II .. I J, OTHERWISE 18' 6" WALLS �! T i! 8, t 13 Ew 4` TYPICAL. Tt3ai t1 T T 'v I' I, 15 - - 19' 5 314"PLATE til rte- co 0> T T ca LI IN ` G �.� .. l=GtlE�,R STUB 1# 431(ERI•i,�I'!G � I11 T CONVENTIONAL FRAMING,ERECTION ANDIOR BRACING IS 22' 2" PLATE ^ NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER,PLATE 'pb CD MANUFACTURER,OR TRUSS MANUFACTURER.PERSONS ERECTING m LU � FRUSSESARE CAUTIONED TOSEEK PROFESSIONAL ADVICE - - WALL HEIGHT BASED REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO � ��1� 4'8-114" PREVENT TOPPLING AND DOMiNO1NGDURING ERECTION:AND � ' ON 1O' 2"BAS€HEIGHT T � / PERMANENT BRACING WHICH MAYBE REQUIRED IN SPECIFIC � ' - - A A A / APPLICATIONS.SEE"BRACING VJOODTRUSSES COMMENTARY AND A A A _. RECOMMENDATIONS`(HIS-91)FOR FURTHER INFORMATION. _ :. _ . •.SUPPORTIAG .. _s,;• < . <,k't ,. .. _s _.. :..-... [. -z•,. hTRUS . - 'BEI S-ALLEDIN STRAIGHT AND ST�,I�TUR ._ SE,S,SFIALL N T A , ,..tea.`. ,:. _t � 7..t•. _. �. k _•- ,- --..�.< �-�. _.<, -- :._..-. FOSfr10N.INHERENOSHEA'FH}NG IS APPLIEDDIRECILY'POTOP _, .4"+-. ° ANDIO R BOTTOM CHORDS THEY SHALL BE BRACED AS SPECIFIED E r � =' ;.:.�.- � �._� .._r, ON THE ENGINEERED DESIGN.TRUSSES SHALL BE HANDLEDWITH +� A A LU L. LL LL,: r: "� REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR IZ � - _ PERSONAL INJURY. G04 1'8-118" 1 � 9' LL x HANGERS >� Ic) m J ATTENTION G03 1'11' ti r *APPROVAL QETHISTRUSS LAYOUT fS NECESSARY '1 y BEFORE FABRICATION CAN BEGIN.VERIFY SPANS, 0 a v 2t n` A ``� PITCHES, OVERHANGS, ELEVATIONS, & BEARING r HUS26_2 Lu CONDITIONS.ACCEPTANCE OF THIS LAYOUT ASSUMES r r% TOP OF EAMS1 T Tt- A 22 �y TOTAL RESPONSIBILITY.THE TRUSSES WILL BE BUILT 1: z. G01 2 t ? 3!I" _ - - IN ACCORDANCE WITH THIS LAYOUT" H € o-4-0 � A A A - r r u {r.c � . = -- p, - - _ - T T T T T T T APPROVED BY. + iGUu412 � 1 l I I I T T T T T � �} � �1 q r 1>3ta" J 1 • DAVE. Q r 2. } 2 Manning Buitding t Suppties INC. T TT T fi• 11155 Philips Parkwa Dr^, WALL TO OUT IDEOF BEAM e !I1114" 2 Jacksonville I L. 5 HOLD BE M IN \� } Phomt , (904) 268-9M5 Faxt (904) 260-2981F WWW,MB -C€TRPZ0M F CUSTOMER . 157. MCANENYBUILDERS �t FRISC-H Res 2 ND FLOOR L4T16LK{SUBDIV 365 8th StAttantic Beach, - - - - - - - - _ - :- PACIFIC - - - - - - - rr�-^- _ SCALE DATE DRAWN BY JOB NUMBER 1. APPROVAL . __ ---- - - _— -- - --- - ��`] �� _ .. \ aaaa G RO3I1 PACIFIC RIMBOARD 2147 , ; — — R A PACIFIC LVL 2023....GEORGIA.aI PACIFIC WI I JOIN 1008.. I IIA PR I I CT ; PPR 3`�dA �. IIS I /ALPI C PLATES l as aC3 OI ��d I'14lI 1 — —� M� �I I �-... IF _. i-- prior , ,;.-- - ,e _ ;r- : t _ i wit( � _ _ ,., ate., k _ ;_ _ _ l t �- . oo - and rio t - a 0�z - r s sa dodir, wit( denied. U deems T r error or def ec -1ve ma creat , u � LOADING CRITERIA � �-� � � ��- �°� � � ROOF FLOOR - - TOP CHORD LIVE LOAD 2-'J 40 p.s.f. TOP CHORD DEAD LOAD 7 1 P.S.f, 13'5-5i$" BOTTOM CHORD LIVE LOAD 0 Q fl.-S.f. L tE4 BOTTOM CHO=RD DEAD LOAD 10 -5 p.S.f, REGULAR STUB WOVERR,I IAIG TOTAL LOAD 3 7 �5 34' 5 314" PLATE DURATION FACTOR � , gill BUILDING CODE FBC2010RES WIND LOAD TYPE FRS t WIND STANDARD - - h- WIND SPEED A3 �mr �p.h. 215' 6 314" PLATE T ARE 'FR v1 ED TRUG.UR o WIND USAGE Residential - CATif l BUILDING EXPOSURE (; BUILDING TYPE Close. By cTl�`I�s _ CIT / If !S THE REPONSBLLI'rY OF THE BULLRING DESIGNER OR E AN PROPRIATE CONNECTION FF R TRUSSES n ;; ENGINEERING.SPECIIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS Ij O- Jlti PLATE USS SPACE MUSTOR PLUMBING(AND THEIR CONNECTIONS)IN BE DIAGRAMMED BY BUILDEERONAPPROVEDTRUSSLAYOUT 7zTHIS COMPANY IS A TRUSS MANUFACTURER WHOSE Rr RESPONSIBILITIES ARE LINIITED TO THOSE DESCRIBED IN NTCA PRIORTO FABRICATION. HANGERS 3'7-1/4" ANY9RESPONSIBILITIES ANDIORIUABILITFOR�HECONSTLY,IT CRUCT ON (i( DESIGN, DRAWINGS,DOCUMENTS INCLUDING THE INSTALLATION AND � � � trcisr PROVED TRUSS A-W—l 2Y .�L tttLDER _ ` tJ o attJA2XIOMINIBUM IREE CITTTOP AND OVERHANG BOTTOM Gt3IIRIIS =e Y F; #tCID :. 2'- TU Q Rpt-� 26 SIInitsan Hanger S � B[F.LI. l_. Ilrl`t�SS NEITEI3 OTHERWISE arrled Truss �' - 'ICAL ` i FND 4'2-3i4" I t i 2s° 3i4" PLAEs: 1314'° ( LATE WAR I_ _N CONVENTIONAL.FRAMI NG,ERECr10NANDIORPERMANENr8RAG[NGIsNOT 'THE lI MANUFACTURER.ORITRUSS MANUFACTURER TY OFTHE TRUSS GPERSONS ERECTING TRUSSES ARE CAUTIONEDTOSEEK PP.OFESSIOh4`1LADVICE REGARDI NG ERECTION BRACING WHICH IS ALWAYS REQUIRED TO t - - - PREVENT TOPPLING ANDDOMINOING DURING ERECTION;AND ' ' PERMANENT BRACING WHICH MAYBE REQUIRED IN SPECIFIC 1, �' AP PLI CATIONS.SEE"BRACING WOOD TRUSSES COMMENTARY AND Ul\ a, t I RECO M MENDATIONS°(HIB-91)FOR FURTHER INFORMATION. _ .. R- a 9.;TRUSSE-SISHALL:SE-INSFALLEDJNASTRAlGfi3'.AI`l6 PLUMB. . _ --- - - - _ ;,,<. ;,. -_..�. ,,-<: POSITION.WHERE NU SHEATHING IS APPLIEDDiRECTLY 70 TOP LLI «� - %.. T t 1 a - ; t _.r........ .,.., ..,..__.,.. n AND/ R BOTTOM CHOR o Tricf SHALL8E BRACED AS SPECIFIED .,,. .. _ x..,. - ,- 5 rJ �� "T-5 ON THE ENGINEERED DESIGN.TRUSSES SHALL BE HANDLEDNITH PERSONAlaNJURYRE DURING EREGTIONTO PREVENT DfVAAGE QR Aj A A TT E NT v iBM 1I V 'APPROVAL OFTHIS TRUSS LAYOUT I5 NECESSARY BEFORE FABRICATION CAN BEGIN.VERIFY SPANS, PITCHES, OVERHANGS, ELEVATIONS, & BEARING CON DIT IONS,ACCEPTANCE OF THIS LAYOUT ASSUMES _ — TOTAL RESPONSIBILITY.THE TRUSSES WILL BE BUILT 28" 6 314" PLATT 28' S 3i4" PLATE IN ACCORDANCE WITH THIS LAYOUT" A P PROVED BY: z" d DATE: f ' Manning Bultdin $. 3t4 PLATE Supplies INC. 11-155 Philips Parkway__Dr.-e. JacksonAtte Pt... 32256 l Phonel (904) 268- WWW.MBS-CQRP, Qty CUSTOMER WA BUILDER . J n NAME e LOTIBLKISUBDIV 365 8th StAt!antic Beach, FLORIDA RO CT APPROVAL � pp \//� C T /� q T S GEORGIA p Q-- PACIFIC RM ''']ARD 2147 -, .} B NUMBER P BRIM P � I E l 1--ice® 1/ f{� r 1� 1 � F�l ! �+� 4t�� PACIFIC Y 2023 srrr GEORGIA PACIFIC ''f 'a L3aaa� �a GEORGIA i" 5 Ci� f .) 7/;1ALE E4/14 JWK t J-1 4-0 3 L Ii I I T�#*Tew DO NOT MEASURE DRAWINGS Residence forSTRUCTURAL CONSULTANT NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES LO U PONTIGO & ASSOCIATES, INC. PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FLORIDA 32250 - ®r 904.242.0908 904.241.9557 FAX 1 INTERIOR DESIGN CONSULTANT ® AMANDA WEBSTER DESIGN, INC. 637 FIRST AVE. NORTH FriscJACKSONVILLE BEACH, FLORIDA 32250 x • d Mrs . 904.246.8334 904.246.4439 FAX 2002 San Marco Blvd. INDEX OF DRAWINGS Suite 200 , Jacksonville, FL 32207 3 65 8th Street TITLE SHEET AA26001325 904-396-4420 I AO.1 COVER SHEET www.jaycoxreinel.com Atlantic.b. SITE Issue i II Beachl32233 DD-P ROG RE55 A1.0 SITE PLAN 06/26i201a PERMIT ISSUE ARCHITECTURAL 0&/0&/2014 A2.1 FIRST FLOOR PLAN \ A2.2 SECOND FLOOR PLAN A2.3 THIRD FLOOR PLAN A2.4 ROOF PLAN A3.1 EXTERIOR ELEVATIONS ® m - �� � i� � ❑� A3.2 EXTERIOR ELEVATIONS A4.1 BUILDING SECTIONS 1A4.2 BUILDING SECTIONS ❑ A4.3 BUILDING SECTIONS ❑ FRI ❑ A4.4 BUILDING SECTIONS \, A6.1 WINDOW SCHEDULES ❑❑ ❑❑ ❑ A6.2 DOOR SCHEDULES I ❑ 11 A6.3 DOOR AND WINDOW DETAILS STRUCTURAL ---- .__ S0.0 DESIGN CRITERIA & GENERAL NOTES lil -- S1.0 FOUNDATION & FIRST FLOOR PLAN II ❑ III ❑ mo51.1 FIRST LEVEL WALL .FRAMING AND LINTEL PLAN S2.0 SECOND LEVEL HOLLOW CORE FRAMING PLAN F S2.1 SECOND LEVEL WALL FRAMING PLAN S2.2 SECOND FLOOR & LOWER TRUSS FRAMING PLAN ❑ _ , S3.0 THIRD LEVEL WALL FRAMING PLAN S. -- 53.1 UPPER ROOF TRUSS FRAMING PLAN ---- MATT HEW'G�'KUN,ATH,AIA - - --------- S4.0 FOUNDATION SECTIONS & DETAILS - FL. LICENSE NO.AR0017234 S5.0 TYPICAL CMU SECTIONS & DETAILS I S6.0 TYPICAL HOLLOW CORE SLAB SECTIONS & DETAILS C j 57.0 TYPICAL WOOD FRAMING SECTIONS & DETAILS S7.1 TYPICAL WOOD FRAMING SECTIONS & DETAILS I I I i I S7.2 TYPICAL WOOD FRAMING SECTIONS & DETAILS S8.0 BUILDING SECTIONS I -I-- --j--i----------_.- ------- --------- L-_--_--- - ------------ --------- -------------- I _ ---- ---------------- ___ ELECTRICAL ______ I E 1.1 FIRST FLOOR ELECTRICAL PLAN I I I I � L-------------- - -L -- ------------L--- ---------- --------- - - - ------------------ -------------------------L-- --------L----------------� ----- --------- L - J E1.2 SECOND FLOOR ELECTRICAL PLAN E1.3 THIRD FLOOR ELECTRICAL PLAN W FLORIDA BLDG. CODE PRODUCT APPROVAL CODE REVIEW INFORMATION PROJECT DESCRIPTION: SITE SUMMARY D UVAL COUNTY WIND CATEGORY SUBCATEGORY FL# MANUFACTURER SPED ZONES EXOORS TERIOR SLIDING DOOR FL8208.2 PGT INDUSTRIES WINGUARD VINYL FLORIDA BUILDING CODE 2010- BUILDING PROJECT IS ANEW RESIDENCE LOCATED IN ATLANTIC BEACH, FLORIDA. THE MAIN -- -- PROPERTY OWNERS: BEN AND PAT FRISCH - - STRUCTURE IS A SLAB ON GRADE OVER COMPACTED FILL SUPPORTING CMU EXTERIOR EXTERIOR ---- FLORIDA BUILDING CODE 2010- RESIDENTIAL WALLS FOR THE FIRST FLOOR. THE FIRST ELEVATED LEVEL IS A PRE-CAST HOLLOW 10758 WAVERLY BLUFF WAY SECTIONAL FL5684.10 CLOPAY BUILDING PRODUCTS CO. JACKSONVILLE FLORIDA 32223 ❑ � ? nooRs - FLORIDA BUILDING CODE 2010- EXISTING BUILDING CORE SLAB. THE SECOND AND THIRD LEVELS ARE WOOD FRAMED WALLS WITH PHONE NUMBER: (904) �* WINDOWS DOUBLE-HUNG FL7058.2 PGT INDUSTRIES WINGUARD VINYL PRE-ENGINEERED WOOD FLOOR TRUSSES. SUPPORTING CONVENTIONALLY FRAMED WOOD ❑ syr FLORIDA BUILDING CODE 2010- PLUMBING ROOF TRUSSES. THE ROOF SYSTEM IS STANDING SEAM METAL ROOF OVER A ROOF PROPERTY ADDRESS: 365 8TH STREET WINDOWS PICTURE WINDOW' FL5012.6 PGT INDUSTRIES WINGUARD VINYL UNDERLYAMENT. THE EXTERIOR FINISHES ARE A COMBINATION OF STUCCO, CEMENTICIOUS ATLANTIC BEACH, FLORIDA 32233 ' FLORIDA BUILDING CODE 2010- MECHANICAL --- - --- ---❑-----❑ 4 �. SIDING (SHEETS AND LAP) AND WOOD SHIP LAP SIDING. THE WINDOWS ARE FLORIDA BUILDING CODE 2010- FUEL GAS DOUBLE-HUNG VINYL WINDOWS. PARCEL IDENTIFICATION NUMBER: 169974-0000 WALL PANELS SIDING FLORIDA FIRE PREVENTION CODE 2010- EDITION OCCUPANCY CONSTRUCTION TYPE ZONING DISTRICT: ARS-2 lob BUILDING RESTRICTION SETBACKS: ROOFING _ METAL ROOF FL16332.2 DRE XEL METALS (ROOFING) FLORIDA BUILDING CODE 2010 - ACCESSIBILIT FRONT YARD: 20' - OCCUPANCY TYPE: FL BUILDING CODE: R3 ROOFING UNDERLAYMENT FL298.1 W.R. GRACE & CO. FLORIDA BUILDING CODE 2010 - ENERGY CON'ERVATION SIDE YARD: MIN. 15' COMBINED AND NOT • CONSTRUCTION TYPE: V LESS THAN 5 ON EITHER SIDE I d f-: 1 �F "4" Em�lt FLORIDA ELECTRIC CODE 2010- EDITION REAR YARD: 20' !< STRUCTURAL Fuoaai,Fu6a44,Fuoaa� -- • • PROTECTION: UNPROTECTIaD-NON-SPRINKLER __ COMPONENTS WOOD CONNECTORS F110486,FL10631,FI10666 SIMPSON STRONG-TIE COMPANY - 11 FI10446,FI10887 FI10840 !"--- � ❑ ' FL10862,FL10864,FL10868 FLORIDA BUILDING CODE 2010-TEST PROTOCOLS FOR FLOOD ZONE: X SQUARE FOOTAGE INFORMATION F110684;FU----'F-0663 • 1 .:, Fuofifia,Fiaoa66,Fuoa66 HIGH-VELOCITY HURRICANE ZONES BUILDING OCCUPANCY: SINGLE FAMILY RESIDENTIAL (R-3) FISOB%,FI10886,FU0866 MATERIAL INFORMATION WIND ZONE INFORMATION CONDITIONED SPACE FIRST FLOOR 2,115 S.F. ' I-10 ` I I • CONDITIONED SPACE SECOND FLOOR 3,360 S.F. LOT COVERAGE ROOFING (MATERIAL SHALL MEET THE THE REQUIREMENTS OF CHAPTER 15, NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, I 1 �( FLORIDA BUILDING CODE). AND MEETS THE REQUIREMENTS OF SECTION 1606 OF' THE 2010 ' CONDITIONED SPACE THIRD FLOOR 1,417 S.F. ` 4 EDITION OF THE FLORIDA BUILDING CODE. LOT AREA: 10,816 SF = .248 AC • ROOF UNDERLAYMENT ASTM D1970, APA RATED A-A • TOTAL CONDITIONED SPACE MAX. IMPERVIOUS LOT COVERAGE: 50� i 6,892 S.F. --- l I l - -- --- • ROOF FLASHING ALUMINUM • UNCONDITIONED SPACE - GARAGE r--- - - - 1,540 S.F. PREDEVELOPMENT IMPERVIOUS LOT COVERAGE 1,777 SF DRIP GAUGE .032 in. min. • BUILDING STATUS: ENCLOSE UNCONDITIONED SPACE - STORAGE (PREVIOUS RESIDENCE FOOTPRINT AND i 1`' op D _ 50 S.F. CONC. WALKS AND PORCHES) 9 RAKE GAUGE ,032 • BASIC WIND SPEED M.P.H. - 3- • TOTAL CONDITIONED SPACE 5 �., m. min. ( SECOND GUST) 130 1,590 S.F. NEW RESIDENCE FOOTPRINT - -- - z 3,845 SF - --- --- - • COVERED PORCHES ,t -- CAP GAUGE 032 in. min. WIND IMPORTANCE FACTOR 1.0 495 S.F. PERVIOUS PAVER DRIVEWAY (1,838 SF x X50) 919 SF VALLEY GAUGE • BUILDING CATEGORY SIDEWALKS AND EQUIPMENT PADS I II STRUCTU 032 in. min. RE HEIGHT AND # OF STORIES 468 SF TOTAL IMPERVIOUS LOT AREA 5,252 SF • ROOF MATERIAL METAL STANDING SEAM WIND EXPOSURE CATEGORY C • MAXIMUM HEIGHT OF THE STRUCTURE IN FT. 35' MAX. 35'-0" - -------1------ - • INTERNAL PRESSURE COEFFICIENT H.E.C.) +/-0.18 TOTAL LOT COVERAGE 49%" SF r, • FASTENING SEE NAIL SCHEDULE ( NUMBER OF STORIES 3 STORY t REQUIRED STORM WATER STORAGE 2,155 SF I i ABBREVIATION LIST PROPOSED PROVIDED STORM WATER STORAGE 2,234 SF @ At BD. Board COL. Column EA. Each F.O.M. Face Of Masonry HORIZ. Horizontal MAX. Maximum PLYWD. Plywood SCHD. Schedule U/C Under Counter YD. Yard ABV'. Above BDRM. Bedroom CTR. Center ELECT. Electric F.O.S. Face Of Stud HT. Height MIN. Minimum PNTD. Painted SECT. Section U/G Under Ground YR. Year A Air Conditioner BM. Beam C.W. Cold Water EL. ELEV. Elevation F.D. Floor Drain H.W. Hot Water NIT. Mount PR. Pair SERV. Service A.I.C. Alt. Interrupting Capacity BTM. EQ. Equal FT. Foot H.P. Horse Power MT'L. Metal PT. Pressure Treated SQ. Square V Valley A.B. Anchor Bolt B.R.L. Bottom D Dryer EQUIP. Equipment FTG. Footing P.V.C. Poly-Vinyl Chloride S . FT. Q Scare Feet A.F.F. Above Finished Floor B.R.L. BuildingRestriction Line DBL. Doubleq VERT. Vertical AHU Air Handling Unit E.W. Each Way FV Field Verify I.D. Interior Design N.I.C. Not In Contract PRELIM Preliminary STL. Steel ! A.F.S. Above Finished Slab Det. Detail EXIST. Existing IN. Inch No. Number HVAC HeatingVentilatingA• STRUCT. Structural W Width Conditioning Air I ALT. Alternate CL Centerline DIA. Diameter EXT. Exterior GA. Gauge INSUL. Insulation R Radius g ALUM. Aluminum CLG. Ceiling DIM. Dimension GAL. Galvanized W/ With VAC Vacuum i O,C. On Center Q. Required T Toliet W Washer Drawn b A.R.B. Architectural Review Board CLST. Closet DP Design Pressure F.D. Floor Drain GD. Grade JT. Joint C1/H Over Han q - Y DGC� AUX. Auxiliary C.M.U. Concrete Masonry Unit DR. Door F.F.S. Finish Floor Slab GRD. Ground Hang R.D. Roof Drain T& G Tongue& Groove W.C. Water Closet(Toilet) Job: 140 O/ Over RECEPT. Receptacle THRU Though WD. Wood 2 C.O. Cased Opening D.S. Down Spout FIN. Finish GYP. BD. LAV. Lavatory 0/0 Out to Out REINF. Reinforced T.O.S. Top Of Slab WDW. Window Sheet BA. Bath CRPT. Carpet DWG. Drawing FIN. FLR. Finished Floor or G.W.B. Gypsum Wall Board REQ'D. Required T.O.W. Top Of Wall W/H M BTWN. Between CONC. Concrete D/W Dish Washer FL. FLR. Floor M Meter Water Heater PKT. Pocket RM. Room TYP. Typical W.P. Water Proof _ B.O. Bottom Of CONT. Continuous FND. Foundation HDWD. Hardwood MSRY. Masonry PL Plate R.O. Rough Opening W.W.I . Welded Wire Fabric A0 . 1 Sht. of Shts. -- N DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES e SITE AND SURVEY NOTES: 1 . INFORMATION ON THIS SITE PLAN WERE TAKEN RAY THOMPSON SURVEYING, INC. 2002 San Marco Blvd. LOT 28 4613 PHILIPS HIGHWAY, SUITE 210 Suite 200 130.00' (PLAT) BLOCK 10 JACKSONVILLE, FLORIDA 32207 Jacksonville, FL 32207 (904) 448-5125 LICENSED LAND BUSINESS NO. 7469 AA26001325 LOT 27 DATED: 04/27/2014 FILE: 22070 j 904-396-4420 BLOCK 10 www. aycoxreinel.com TWO STORY FRAME \\ POSTED #359 2. JAYCOX, REINEL 8c ASSOCIATES ARE NOT RESPONSIBLE FOR SURVEY Issue 12" INFORMATION ON DRAWING. THE CONTRACTOR SHALL REPORT ANY PP—PROORE55 PALM ��A , DISCREPANCIES TO THE ARCHITECT PRIOR TO THE COMMENCEMENT 06/26/2014 OF WORK PERMIT I55UE . 08/08/2014 * * * *Gowen • e • • • o • ee••wu• •• • oe • r e ee• • • e • e • • • • • • • • • • • • • • • • • • • e • • • • o • • • • • • • • • x X X x X X X - o xLU r hx Q _ _ �Ox ELECTRIC 1 — -- - �'- - x � � �• L O i u� r METER 5'BRL �� o v I • 20'-0" x Q 1 � LOT 30 I 0 i x BLOCK 10 �, I PALNu 9� ' ' • z w � I ' _ Q a r - - - - - - - - - - - - - - 1 e QQ LOT 2G \ w BLOCK 10 x 12 /REMOVE I ~ Lu D- PALM PALM ( , Q w 1 • i — I R\LII • S MOVE\ ARE OVE\ REMOVE LU I RE MOVE REMOVE 10 1( 1 1 I 12" DS I I Q I o \ Ilu ALM / \ PALM / \ PALM / j o 0)ALM I \PALM / O 4EMO�E\—/ FF=8.63' � I I 15" , I I 6) x iPALM�% � Kt:mLU ; \ FF-8.96 _ I I 1 REMOVE 1 --- ------------- --- - I — I 12" /REMOVE �. • 112" I \ PALM /I 12" r - • ;.PALM I LA--------- --- — — — — - -- — — — — — • � = r t I f I < • I I I _ I ° < LL • I Q I I 1 I — 2q 058 - - - • w — — I LINE OF DEMOLISHED ONE z xi z 4> i STORY FRAMED STRUCTURE I I z �/� MATTH-�Vgb. KUNATF ,,AIA O 1 I I I I WI o (✓J o FL. LICENSE NCa.�AR0017234 1 1 Gh-RRY N z "C.' 1 REMOVE\ /REMOVE\ I I I o f I v CN • I I u I 1 \ PALM / \ 1E�VE I 11 CID 14 x �2" PALM /1 113 LM J xl i FF 8.79' I F�=B �' I = 1 I 10 I I}„ E�Aiv �I � w x I I - U1 - �. _ y — — I PALM Y y � — ISR(161 ups x� I \ FIG / — — \^ ,r. �� r, 9 I yy — L------------ --- — -- — � < ��✓ �r I <� r x I 12 z:I j PALM PALI1 PPM �� \ � MQ � x I /RE OVE i �r 1 < < l I % ---------- -- -- FF :30 J2 — , �'; • 12 �, ,. �' I� /;'��. J�' ;�� < GENERATOR — ( t �. �. ` 1 /: �. �• <, � C P vI P `fi �h _ } ` y m �x � '� BL K 10 - ��F���;�:��, � �F,�$• �'�. �� � �� FFr8 11 �, LOT 31 x - r � ? >�. �,<' .. ���� � � ,��'� ,� 1 >�i' %�� � r� a� a. �>-- w O BLOCK 10 � y �,, < t � �� L .�A � �� < AREA �;� '; �< <,� �� <c X ✓ Y� ✓moi %. � L 2 (Y N < 12AI L2 Tl < < 'r w W 5',,B RA >. _/ / w Q �I, — �' ' Z < ��� — —<.��Q�- — ,�--- — -- -- T�—,� — r��— :< y i��� �'�� �`,,��\ Y < z o - — - �� _h �t—^' � —,�rinrrrrr err rr rtrmTi�r X- x x REMOVE LL o - - - - - - - - - - - - - - - - --- - - - - - - - - - SITE SUMMARY � x x x x x x x x —x x —x x x x � x x xx—x x x 6S •�0 Q R7� 130.02' (MEASURED) . .. e .. , r . ... — / F o _ PROPERTY OWNERS: BEN AND PAT FRISCH rn 10758 WAVERLY BLUFF WAY 0 Q JACKSONVILLE, FLORIDA 32223 4 I 130.00' (PLAT) Q PHONE NUMBER: (904) \ \ TWO STORY FRAME o PROPERTY ADDRESS: 365 8TH STREET POSTED *3�1 ATLANTIC BEACH, FLORIDA 32233 PARCEL IDENTIFICATION NUMBER: 169974-0000 ZONING DISTRICT: ARS-2 — — — — — — — — — — BUILDING RESTRICTION SETBACKS: — — — — — FRONT YARD: 20' SIDE YARD: MIN. 15' COMBINED AND NOT Q LESS THAN 5' ON EITHER SIDE o REAR YARD: 20' ww' m FLOOD ZONE: X BUILDING OCCUPANCY: SINGLE FAMILY RESIDENTIAL (R-3) LOT 33 LOT 1 LOT COVERAGE BLOCK 10 LOT AREA: 10,816 SF = .248 AC BLOCK ID MAX. IMPERVIOUS LOT COVERAGE: 50% PREDEVELOPMENT IMPERVIOUS LOT COVERAGE 1,777 SF (PREVIOUS RESIDENCE FOOTPRINT AND 1 5 l '�* FL-AN CONC. WALKS AND PORCHES) .0 c.✓CAU=: I/511_I1_o❑ NEW RESIDENCE FOOTPRINT 3,845 SF PERVIOUS PAVER DRIVEWAY (1,838 SF x %50) 919 SF r SIDEWALKS AND EQUIPMENT PADS 488 SF TOTAL IMPERVIOUS LOT AREA 5,252 SF TOTAL LOT COVERAGE 49% SF r, REQUIRED STORM WATER STORAGE 2,155 SF PROPOSED PROVIDED STORM WATER STORAGE 2,234 SF Drawn by: DGC� Job: 1402 Sheet A1 . 0 ' Sht. of Shts. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES CU- 1o'-10" 15'-2" e 21'-5V4" FIELD VERIFY I1'-103/4" FIELD VERIFY b'-0" 2002 San Marco Blvd, Suite 200 Jacksonville, FL 32207 _ AA26001325 904-396-4420 I www. a coxreinel.com 102 CENTER WDW W/ ANT. 101 GENTE WDW W/ CANT. Q I BAY ABOVE BAY OVE II 1 y v -- \ / i I 0 . Issue - - -- -- --- - A/G I A/G 2 / ---_-- — — � DD—PROGRESS 06/26/2014 PERMIT ISSUE 08/08/2014 li I N i" I CONDITIONED � STORACGE Q 103 m N /6 b'-b" 65'4 5-fi/a 3-103/e 4 I I/4 7/a -- -- -- - " i_ u i n 1 n _ 3 u 5 u -qY2 FLARED-TAPERED GMU WALL F I o TO I ET __ —— — i u u u r 3 1I _ u i u i _ 0 � �� � � I � � I 15 8/a b-6 3-I�'a fi 4-0 HB m 5ATH �< 'FUTURE'- CLOS. � � ELEV. � --• � � � W/D I 1 � I � � ' v 000 a � lo' 3'-2" ,, 102 - 1 4 — 105 -7� Ds L�rUN R - - ; -`\\ - - --- DOWN SPOUT , r Y. CLOS. � r- 1-- �- -1 . . i I WALL MT 006 107 I I 15 I I= 1 1 I I 11 I HEDGE OF PORGH ABV. SHOWER O r cv 103 uP 1 I I,3 1 1 1 1 1 1 I Eau I P. — q. O 102 1 1 1 1 5 1 I I 1 m l 1 1 1 1 1 1 1 WATERPROOF GMU WALL - I _6 O 1 105 BELOW GRADE \ - - .a MUD BOOM Wil- -1 108 MATTFHEW G,j<UNATF(,,AIA ya° =ry - l- -- - CAST STONE WALL FL. LICENSE NO.AR0017234 ,m 1 / X, x ',, 101 -- - -- - �= — - IOC - GAP i --'- - - �; I - - - _- B - - - - - - - - - - - 1ya" 5'-3" 1 1ya° 6'-�2° III - Ilo m I I I I I I I I I I _ - -m A�4. q" '-53/6" } =� I I I I I I uP 1 _ - 1� r S AI STORAGE C o I E-o l o n'-11Ya" ��- 25'-4y8� 4.2 I ., 4'-43/8' I h I I `�' 36'-43/6" �I 13'-2" I 4 STEP, &ARAOE WATERPR of GMU WALL _ II loo i BELOW E - - - - - f- - BACKFILLED I STAIR I LJ - - �II C II II II ua II II II II } z - - - - -� I- I- - - - - - - - I LIQ r = II I I II� ►o -- - - - -- - -ll IIS -- - - I I� I ILII � I I1� 1 I X111 � IIS I � 4.4 - - - `- 11 I'i - - - -�I III �j� = _ -- _ -I��� I � r�l� = __ -- _- ��� o ; - - - - - I� - - I�� II III III III III III I� �II III uP 1 4.4 �+ III �II I II� III III 111 III III 111 �II Iil 111 � �;, ' 111 I I 11 I 111 p I 111 III 111 I I 111 HATE PIROOF GMU WALL II II BELO GRADE II I - - - -1 III II III 111 III III III III III II II 11 - - - -� III II I � 111 III III III III III _ — _ — III 4 GONG - 51DEWALK I - - III - III II III III III III III 1 I - -�--� III CUSTOM SECTIONAL DR. III CUSTOM SECTIONAL DR. III III CUSTOM SECTION L DR. III CUSTOM SECTIONAL DR. I I I y,- UP _ _— 003 ' - 004 005 Lj HI5 4 1 O � - - - - - - - - -- -- -- -- - - --- -- - - - - - - - - - -- - - - - cv - - - - - - � - , - - - - _ DOWNSPOUT II ( I I P ANIR NOTE: ALL RAIN LEADERS SHALL BE TIED TO AN UNDERGROUND LINE OF FLR. ABV. I 4 GONG PAD 'U STORM WATER DRAINAGE SYSTEM AND 015GHAROED TO THE PLANTER (' 1 �, u 11 ) � REAR YARD RETENTION BASIN. 5EE SITE PLAN I u u II lI II 5TUGG FIN. 0/ GMU RETAINING 1I I ;i p WALL NATURAL STONE GAP ILL LL JI I F� 5'-W'2" 5'-3ye' I i 10 CONDITIONED AREA LI FIRST FLOOR 2,115 SF L2 5EGOND FLOOR 3,360 SF N m f(1 IY) L3 THIRD FLOOR 1,417 SF ^' Q CU- UNGONDITION TOTAL AREA 6,8x2 SFC _{AREA FRONT PORGH 280 5F REAR PORCH 215 SF Drawn by: DGC� GARAGE 1,540 5F PLAN CLOSET 50 SF Job: 1402 (00 IST ...®® LIQ Sheet 2.I 50ALE: 1/4"=I'-0-1 TOTAL AREA 2,085 5F A2 . 1 Sht. of Shts. I , DO NOT MEASURE DRAWINGS UA N NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES 'd U... d- PRIOR TO CONSTRUCTION. SEE GENERAL NOTES l0'-10' bb" P 15'-b%4' I I'-q" 20'-q' q'-q' 13'x" 5'-ICI " 5'-IAVi" 10'-bY8" b'-?Y8" 4'0j'e" 5'-SYa" 3'-3%a" 4'_3■ I LINE CF WALL BELOW LINE OF WALL I I 2002 San Marco Blvd. O BELOW Suite 200 Jacksonville, FL 32207 2020= -- --- - ---- - - - - - AA26001325 Q I / 0 904-396-4420 I \ 1 / - www.joycoxreinel.com 1€t,1 S 11T - - -- , a� 31 t � II 11 � € I€ / €, 1, €I� ��I�II I ; II I, _ 2'-2■ 1. 2. o 0 4 Issue / ,� € � € �. * 5HWR \ ^, A p ( I] , N 00—PROGRESS I� l�, r �-0, tai ( '�II € �� �i �� � _____ A. � w _� N — # } tr I V � tkf (sEI,,�E[s` i? I��.€191 I[ i zc � I SHW , I 11 ' n, 06/26/2014 2'-10' - PERMIT ISSUE \ / I u l' W 08/08/2014 VA L�ED GLC. I ::: 1 - - - - - - PAST -'� - - - - - - - - - - -- - L " _ — d-._.. l I _ i 1 Y 1. ....... 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SEAT U/G WIDE I - I - - LINE OF WALL BEL W Q --- -I I COOLER I ILP GAS I 1 1 - -- PANTR - - - - -- �r `J - - - - - - - - - - - - - - - 206 - - -- - - - - - - - - - r: Ir— I 216 4 Q I it I 218 21q I - - - - - - - - - - � m bx POST LINE A xb P05T EDGE OF PORCH WALL ABV. Q - - - - b'-0" 4'-CY4" Q BUILT-IN 'n 4 5HLV'G. " 217 NN V-1" 8'-` W 5'-�" 5'-�" 3'-II%a" 7'-I Va■ 3' " q,-�V4" 4" a 4' 12'-4" Ib'-5V4" 10��{■ ■ C 15-1 Err„� 421 m 10� CONDITIONED AREA LI FIRST FLOOR 2,115 5F L2 SECOND FLOOR 3,360 SF (h m (f7 L3 THIRD FLOOR 1,41-1 SF CU- TOTAL AREA b,8g2 SF r� UNCONDITION AREA W FRONT PORCH 280 SF REAR PORCH 215 5F GARAGE 1,5405F Drawn by: DGC 5TORAGE CLOSET 50 SF Job: 1402 TOTAL AREA 2,055 5F Sheet 200 5 GO1�lD r-L.00R PLAN X2.2 5G,4LE: 1/4111=111-011 JF A2 . 2 Sh t. of Sh ts. ., i DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES N PRIOR TO CONSTRUCTION. SEE GENERAL NOTES Q d- CUA 'd' c:r d' CLL d' 55'_%4u 2002 San Marco Blvd. Suite 200 Jacksonville, FL 32207 AA26001325 904-396-4420 www.jaycoxreinel.com 1 � 1 I I I I Issue ' DD—PROGRESS LINE OF WALL BELOW - -- --- - - - 1 06/26/2014 I PERMIT ISSUE I 08/08/2014 I I I I i I i I I I I /136- I I I 22'-1V2" 4'-1QV4" 13'-1 Ye' I I I i el- 5Y2! I'-IIYa' 4'-10" 4'-1011 I I 1 13 I Ip I I 1 � I , w I [Il I I J 312 31 I 310 ; 3 308 111.. QUI 1p Lu 1 z I I 315 4 3 3 Qu I ET 306 - ---- ------- _ -- O DS - --- --- ---- 00 1 1 11 1 11 AHu-2 , I I AHU-1 I I I I 30 \;1\' i - ---------- IL-------------------� — —— — — .JL--------=v 1 -3/4" PLYWOOD KITCHENETTE PLATFORM I I I L. -- - -- - --- ------ - - -- — - — — — JI 302 — � I __, -❑; _ + / I 411011 " + `4 \ / - 2-0 i m I I u,; 4.1 \ / -8 1 I ISI i 4.1 MAT 'H�V`J�`, KUNATH,, }A \ /) 30 1 +� ( FL. LICENSE,NQ.,A�p017234 L - - - - - - \ r ili „__ 11 - I - I ON \ / L- -- I m I N \ OPEN \\\ BELOW f�LAYROOM I I , \ I Y BI ELOW\ I 5Ts-Ao2 I R 1 4 m_ �! � f x44.1 14'-103/al u — — — — ,,,,��// 22' 92" 4.2 /// vvvv // ° I v 0 4.2 —+ Cf) � I 47 STIBUL / CV I I \ F2'-O" ! - - - - - - - - - - — - 30 I D5 i I II I I _ _ ____� I I I BEDROOM #4 O - BEDROOM BATH I I I I o I Sob 310 ISI - - - _ I I f I I I I --- --------------------- ------------ - ----318 --- - -- -- --- - -- 319 . .4 ' - 20 - - -- — -- - --- ------------- ---- - - ----- - LINE OF WALL BELOW 51q LINE OF WALL BELOW 32 321 LINE OF WALL BELCV4na 1 p I p I II 1 4 ' /" 1 p I 11 C 2-8Y4 8- e 5-OYs 5-4V 5-41'2 8-SY2 b-IW Ib'-r4" 101-9" 15'-l" GONOITIONED AREA LI FIRST FLOOR 2,115 5F L2 SEGOND FLOOR 3,360 5F 6'-b" 42 �1'4p 6-011Ir L3 THIRD FLOOR 1,41-7 5F TOTAL AREA 6,892 5F F®1 UNGONOITION AREA pJ.j Q d" ILI CLLFRONT PORCH 280 5F REAR PORGH 215 5F GARAGE 1,540 5F STORAGE CLOSET 50 SF Drawn by: DGC� 300 7H I RD FLOOR FLAN Job: 1402 6 �A23S0ALE: 1/411=1I_ou TOTAL AREA 2,085 5F Sheet A2 . 3 Sht. of Shts. PRE-FIN. ALUM. RIDGE GAP DO NOT MEASURE DRAWINGS BOX END OF PANEL NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRE-FIN. ALUM. STANDING SEAM SEALANT PRIOR TO CONSTRUCTION. SEE GENERAL NOTES ROOF PANELS - 5.5. POP RIVET ZEE-GLOSURE 12 -- SEE ROOF PLAN 2002 San Marco Blvd. ' Suite 200 Jacksonville, FL 32207 PANEL GLIP5 W/ (2) #IOxI" 6001325 PANGAKE HEAD 5GREW5 - _._ ------ - --- - -- ---- - ,Z�4 - --- - ------- -- ---- ---- ---- -- -- ---- ----- - - -- - 4:12 - -- - --- - 904-396-4420 www.jciycoxreinel.com SELF-ADHESIVE MEMBRANE 4.12 L - �<< < --- Issue 1 fi�117G 17 =TA I J_ I 'a I DD-PROGRESS 06/26/2014 �c2.4 SCALE: 1/4"=1'-0" Q PERMIT ISSUE 08/08/2014 STA INC 5EAM 2,00F 5Y5 M 12 �4 SEE ROOF PRE-FIN. ALUM. STANDING SEAM 4:12 I PLAN ROOF PANELS I I � N � Z PANEL GL I PS W/ 2 #IOxIu - D PANGAKE HEAD 5GREW5 CONT. PRE-FINISHED ALUMINUM 4:12 DRIP EDGE FLASH I NG i RI G N �r / 3/4"x 1 1/2 TRIM BOARD 4:12 y 0 2.4 � I 4 LL �O I i I lY Q ,rte � .o f I I 4:12 2 DS ---- -- -- --- -- N RI GE 4 1 N N A2.4 2.4 ti h d 412 5 2 EA X E ��7A 1 I 4 I T u= i u 2.4 SCALE: I/4 I -O f 4 LAP SIDING SYSTEM e --- _ _ I M MOISTURE RE5ISTANT BUILDING WRAP DS UTTER 2 LAP OVER FLASHING TAPE 2 A2.4 ti e CONT. SELF ADHERED WP TAPE I N � � io �N OVER FLASHING Ul 4:12 PdtA �G.KVNATH, AIRF PRE-FIN. ALUM. HEADWALL fi FL. El _ER,9NO.AFZ00117 34 FLASHING WITH SEALANT O i Z GLOSURE } j N RIDC N PRE-FIN. ALUM. STANDING SEAM N 1 D tF I ROOF PANELS A2.4 — N 4. TD PANEL GLIP5 W/ (2) #IOxI" \Q 4:12 PANGAKE HEAD 5GREW5 `�` '7A2.4 / SEE ROOF a < < C/I O / PLAN ` 4I` _ I z rE3`NR0V= 70 AAL-1. 17r=TA 11.. \\i a �<< P�2.4 SCALE: 1/4"=P-011 Q �4 4:12 Z, 4:12 z ID ryD LAP SIDING SYSTEM N RIDCC z I MOISTURE RESISTANT BUILDING WRAP <t LAP OVER FLASHING TAPE I CONT. SELF ADHERED WP TAPE A2.4 O I I 4:12 OVER FLASHING �Q,�. 17 PRE-FIN. ALUM. HEADWALL o FLASHING WITH SEALANT w Z GLO5URE N — T `t PRE-FIN. ALUM. STANDING SEAM < 3 J �<< 3 N ROOF PANELS ; '°`2 4 N N A2.4 — PANEL GLIP5 W/ (2) #IOxI" ' 4:12 � D PANGAKE HEAD 5GREW5 V2.4 4:12 '� V 4:12 -- --- SHED 177 II ; II 1 5 - -----DS r�CUTTER 2 D 1 - 1 D5 CUTTER V 1 A2.4 1 ; ►-� 4112 4 RCV= 70 HALL. 17 =7A 1 L 5 � 2.4 50ALE: 1/4' I'-0" PRE-FIN. ALUM.GABLE END FLASHING, T)-P. PRE-FIN. ALUM. STANDING SEAM PANELS, TYP. 400 R'00f PLAN � PT Ix4 EDGE BAND 2.4 SCALE: 1/4"=1'-0" Drawn by: DGS Job: 1402 5 RAKE 1�)E!7AIL Sheet X2.4 SGALE: 1/4"=P-011 A2 . 4 Sht. of Shts. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES JAYC(r�,)A_ -A6- 12 12 STANDING SEAM METAL 4 4 ROOF SYSTEM 2002 Son Marco Blvd. Suite 200 12 12 12 . Jacksonville, FL 32207 4 \ ® ® ® 904-603963-44205 TOP PL ' www.jaycoxreinel.com �l - �L�l Issue --- - - -- - - - -- GEMENTIGIOUS TRIM _ DD-PROGRESS 06/26/2014 -- ---- - -- DP-40 ----- - DP-33 - - PERMIT ISSUE r _ _ 08/0&/2014 - - - STANDING SEAM METAL DP-33 DP-33 UCIP-4DP-4 ROOF SYSTEM -- - - --- _ - --- jjj� OP-52 5UBFLOOR - - n © ��\ TOP OF TRUSS \� 12 --- —_ _ T FF --— - - -- -- -- - TOP PL - -- - - - - u - _... ___ _ _ GEMENTIGIOU5 SHIP LAP 51DINO, PAINT - ---- - --- DP-38 I - -- -: - - - -- - --- ---- -- - I _GEMENTIGIOU5 TRIM -- --- -- u= --- -- _ - D� 2 --- DP-40 - - -- BOARDS, PAINT . - - -- - -- - - - 2" GONG. TOPPING O/ 8.. HOLLOW GORE iv - - - - GONG. TOPPING - _ - _ OP OF HALL - - _ - - - - ---TOP OFWAL-L _ _ _ TOP OF WALL a� ------ ---- -------- -------- --- ,--- --------- - -- ------------ I GEMENTIGIOU5 TRIM ----------------------------- -�-- -------------- - ---------- - -- ----- - - BOARDS, PAINT TOP OF WALL I I I W - ---------- -- - --------------- 5 TUC O/ GMU � TOW i I I I I I -- -------- --------- ----------- ------------------------ ----- TOP OF SLAB -1- ------------ +--- -- M.T_ 'cW G. KUNRTH, AIA FIN. GONG +URB - --------------- r- - I __ _ FL. LICEf��•F•NU``P,R0017234 I I--I-- -- I I I I I I I I I I IF ----- -L-I--- --------------L---- ----------------- ------------------------------------------------------------------------------------------L- - J S 5UI1..I� IN6 C- .. VA71ON - 5OU7H X3.1 50ALE: 1/4"=1'—O" STANDING SEAM METAL ROOF SYSTEM r 12 12 41— 4 I TOP P DB TOP PL. r, DP-45 __. - - DP-33 DP 3:3 DP-40 -- pH --.. - 12 -- SHIP LAP SIDING ____ _ __ ___ _WALL/ROOF-FLASHING 41' BY ROOFING MFR. TYP. - - m - _ 12 UB LOOR TOP OFT T7 _[_1 I I I I EFT1TJ_ 12 - -- - -- - - - --- - ---- - ----- ---- - --- - DP- OF-32 -32 2 - LOP-52 DP-35 OP-42 Egli Cf) 36" MIN. HT. BALCONY —GEMENTIGIOU5 SHIP - � - -- - _-- --- - ---. __ _--- GEMENTIGIOU5 TRIM -- - -_._.--- RAILING — - — TR__1'M__ - - - 1 - BOARDS,_PAINT- - _ - _ LAP SIDING, PAINT - - GONG. TO - - - - _ __ STAIR RAILING --- ---------- 5T000O FINISH 5Y5TEM ���� ff � O/ GMU WALL ' FM F= � \ ? _� STUCCO FINISH SYSTEM NATU TONE L- O/ GMU WALL D - 2 D - O D - O D - O D - O WALL G L- L_ NATURAL STONE / TIII MB BRAS T5 DF-3& L FIN. GRADE WALL GAP M� AND EAM INTLl L 1� 5TUG60 INI5H SYSTEM \ HB O/ GMU �ETAINING WALLIP ---------------------- I - - -------------------- -------------------------------------- ------ LL It HOSE E31 BB ---- - ----------------------------------- EXT. SHOWER --STUGGO FIN15H SYSTEM OVER 51ZED RAINWATER GU5TOM OVERHEAD SECTIONAL O/ GMU WALL LEADERS, TIED INTO 5TORM GARAGE DOORS DRAINAGE PIPING Drawn by: DGC \ / T GT Job: 1402 rvT"�BUILr�) INIS ELE Y A I I O '� .�J I Sheet 01 FM 3.15GALE: 1/411=11-011 A � ® 1 Sht. of ShtS. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SLE GENERAL NOTES _5T,4NDINO SE META 5TANOINO SEAM METAL RO F S 5TE /�\ ROOF SYSTEM 2002 San Marco Blvd. Suite 200 Jacksonville, FL 32207 AA26001325 TOP PL 904-396-4420 www.jaycoxreinel.com - - - Issue - - - DD-PROGRESS - - - 06/26/2014 DP-40 PERMIT 155UE 12 ---- --- -- r' 08/08/2014 4F-- - -FLASHING -_ .......... STANDING 5EAM METAL --- ------ ------------- TOP PL _ _ __._ FLASHING ROOF SYSTEM - --- - --- - - - - - - SUBFLR = - --- D 32 TOP P - — --- _ TOP PL TOP PL = IU Q z CEMENTIGIOU5 SHIP - '� LAP SIDING, PAINT - --._ Q I -- GEMENTIGIOU5 SHIP _..__ ___ _ ry LAP SIDING, PAINT - -- -- - - — -— -- GEMENTIGIOU5 TRIM - - -- -- -- - -- -- i -- --- D 0 o GEMENTIGIOUS TRIM DP-40 D 32 D - O DP-32 - a BOARDS, PAINT DP-38 - BOARDS, PAINT FLASHING ...... 2" GONG. TOPPINO O/ 2" GONG. TOPPING O/ i 2" GONG. TOPPING O/ 8" HOLLOW GORE -- 8" HOLLOW GORE - 8 HOLLOW GORE o TOP OF WALL ------------------ _ - - ------------------------ L --- - -------- ---------------- - ----� - ----------------- OHALL L I L .. `i STAIR RAILING 5TUGGO O/ GMU D 2 PF-32 Of I / L i "1 FIN. SLAB .: MATTHEU���KUNATHtiQIA TOP OF SLAB%CURB FL. LICENSE,110,(a QU77234 FIN. OD. 1.,., 5TUGGO J-BEAD HOSE BIBB 5TUGGO O/ GMU i BUIL l:7IN6 =L. \/A71ON NORTH �.2SCALE: 1/4 —I —O PL� � L C/IC) 24" DIA. NON-VENTED LOUVER, PAINT 5TANDIN6 SEAM METAL 12 7 12 ROOF SYSTEM 4� TOP PL -- -- FLASHING STANDING SEAM METAL TOP PL ROOF SYSTEM r, hal DO GEMENTIGIOUS TRIM 12 BOARD, PAINT -- - - . - o \ �4 GEMENTIGIOU5 PANEL t r , ►—,� SIDING, PAINT 5TANDINO SEAM METAL GEMENTIGIOU5 BAND DP-4 DP-4 DP-33 DP-33 DP-3 W/ FLASHING ROOF SYSTEM m 5UBF R i a ❑] © SUBFr R 5 FL 12 ® 1 a� \ TOP PL -_ / 5 FL 4 TOP PL ----- -- - - TOP PL -- - - _ WDW HT GEMENTIGIOU5 SHIP =N: _ _ GEMENTIGIOU5 5HI - - LAP SIDING, m GEMENTIGIOU5 TRIM - - LAP 51DINO, PAINT _.. - - _ _ - - PAINT \ BOARD COLUMNS, PAINT - --. -_ - -- - GEMENTIGIOU5 TRIM D 2 --- .... - - -- - -- --- ---- - BOARDS,-PAI NT --- -- - - --- --- ---- - - - - - DP-33 -- --- D 8 ___Wit.._- -_ aj - - -- - ----------- ------ - - --- ----- - --- ---- __ FLASHING 2 GONG. TOPPING O/ HOLLOW GORE - ____ _ - -_ - 2" GONG. TOPPING O/ — - - - ---- 8" HD -- ----=--------------------------- '1 DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENCRAL NOTES /12 _ 2002 San Marco Blvd. � Suite 200 Jacksonville, FL 32207 *OPEN GELL INSULATION SYSTEM AA26001325 904-396-4420 12 / www.jaycoxreinel.com 41— / . PL 30M STAIR / C Issue DD—PROGRESS — 3/4" PLYWOOD SUBFLOOR STANDING SEAM MTL. - - \ GLUED 8 NAILED TO 06/26/2014 US i / ROOF SYSTEM PERMIT ISSUE — - \\ � SOUND ATTENUATION oa/oa/2014 ATTS i e \J I /s 20" P PEF EN 61 OO Ow -L —12 1 4 LOO S TANDINO SEAM MTL. 12 ROOF SYSTEM i —�2 .... - OH / \ &BEAT ROOM ROH _ 8" HOLLOW GORE W/ 2" C - - TOPPING (SEE STRUGT \ / I O:OQOO".QO:QO:OQ.Q - T II II O:O 00 Q.O T.o.�y. O.-G-0.O Q.O T.O.W. OOOOO".O O.W. 10."0000.0 r— c / OO.OQOO O.00QQ"O o.w. / \ SUSP�ji IPEP 5/8" G P G / *GLOSED GELL 5T ,' / \ / \ M ROO / INSULATION SYSTEM , MUD ROOM STUCCO FIN. O/ 8" GMU � FIN. GRADE 'FLUID APPLIED WP MEMB.UL , W/ RIGID INSUL PROTECTION BD. ' PIPE ALL RAIN LEADERS INTO STORM WATER DRAINAGE SYSTEM �. K � , MA _F-i61�V G. UNl�TH RIP �� �� �� FL. LIGENS,�,NO. �R00,17234 174" GONG. SLAB (SEE STRUGT. DWG'S.) '� \ .�� t t, 10 MILL VAPOR BARRIER 4" DIA. PERFORATED PLASTIC DRAIN PIPING W/ GRAVEL WRAP BOTH WITH FILTER FABRIC, TYP. K"A �U I LIQ I NIS SEC71 ON �4. 5C ALE: 1/4"=1'-O" 12 12 —1 ® � :•,; :. - OPEN CELL INSULATION SYSTEM PE -ENOI ERED OOP F� ROOF TRuss LA R OM =� � STAIR STANDING SEAM MTL. ROOF SYSTEM \ 5/4" LYWCPOD SUBFLOOR y GLUE 8 ILED TO TR O \ SOUND NUATION BA S I d) 0110 / OOD . N I — — TOP PLATE 6REAT ROOM \ / \ //o I I fiv000'�'� ice- OH HOLLOW GORE ONG\ — TOPPING (SEES ,. O'S.) \ / T.O.W. Q Q.Q Q Q"Q O:0000.0T.O.W. OOOOO"O - TOP OF GO . TOPPING 000000 - -I - *G USED CELL INSULATION SYSTEM Ll ' SUSPENDE 5/8" GYP GLC. ' STORAGE GARAC7E ( ❑ MUD ROOM \ *GLOSE CELL INSULATION SYSTEM _ C� RA \ � 1 v Y �1 Liu\ J FLUID APPLIED WP MEMB. ►� W/ RIGID INSUL PROTECTION BD. 4"GONG..SLAB (5EE"5TRUGT. DWG'5.) " IO:MILL VAPOR BARRIER 4" DIA. PERFORATED PLASTIC, *G OSED GELL INSU ATION YSTEM - *OPEN CELL INSULATION SYSTEM - DRAIN PIPING W/ GRAVEL WRAP Drawn b GLOSED CELL SPRAY-APPLIED OPEN CELL SEMI-RIGID SPRAY-APFILIED BOTH WITH FILTER FABRIC, TYP. Y DGC� INSULATION EQUAL TO HEAT_OK SOY 200 POLYURETHANE FOAM INSULATION )=QUAL TO W/ BLAZELOK TB 200 INTU IESGENT SEALEGTION 500 W/ BLAZELOK TB I �I/,'�, /' �I Job: 1402 GOATINO INTUMESGENT GOATING - TYP. FOR ALL ATTIC U I I NIS BEC71 T 1 O I � SPACES fi�4.I 50ALE: 1/4"=1'-O" Sheet r A4 ® 1 Sht. of Shts. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 12 12 4 417— 2002 San Marco Blvd. Suite 200 Jacksonville, FL 32207 AA26001325 12 904-396-4420 / 0 www.jaycoxreinel.com 4F-- PEI No[ EERED OOD m RO F TRU SES v Issue 5/4" PLYWO D BFLOOR DD-PROGRESS \ \ GLUED $ NA ED TO TRU55 06/26/2014 \ _ \ SOUND ATTE U ION BATTS PERMIT 155UE 08/0&/2014 DBL. 2xb TOP PL. \ LIx T$G GEILING O/ I/2" GYP. BD. \ m O/ Ix4 FURRING 20 ' DEEP ER-E 5E w W w ` HOOD FL R _ i�ORGH DINING ROOM LIVING ROOM o L T LST aATH ..._.... 8" HOLLOW GORE W/ 2" GONG. TOPPING (SEE STRUGT. DWG's.) 0.00000 -- -- _ _ ___-- o:00000 -------------L QT.O.W. opo:oo.o - ----- O:oOQQo o.00QQo - -- - - a00000 00000`0 i *GL0F2ED CELL IN51JIL SYSTEM I _ u ' SUSpENDED 5/8" GYP GLC. u 67ARA67E \ 5 I . O/ 8" GMU FLUID APPLIED WP MEMS. a� L i U\ ,\\� W/ RIGID INSUL PROTECTION BD. MAT F'.EW( UNA H,AIA \�\\ T. FL. LIC04SO 4" GONG. SLAB N„ QR,�017234 (SEE 5TRUGT. DWG's.) 4" DIA. PERFORATED PLASTIC � 10 MILL VAPOR BARRIER DRAIN PIPING W/ GRAVEL WRAP BOTH WITH FILTER FABRIG, TYP. K7BU I LD I NG 5EG71 ON C/-) C DBL. TOP PL M-4 w _ STANDING SEAM MTL. ROOF SYSTEM _� I ________ 3/4" PL WO D SUBFLOORS 12 r� -�� GLUED NAI ED TO TRUSS *OPEN GELL INSULA ION SYSTEM 4� i I ,f. iii SOUND UATION BATTS _ - _ m 5UBFLR. I =� 20 DEEPrER-E INEEREDOOD FLTR' SES - DBL. TOP PL DBLTOP I I i t S I I I I 1 I I Ul I I I I MST. CLOSET i i 0 GREAT ROOM I DINING ROOM II m II zQ1 II .__.._........ II I - 8" HOLLOW GORE W/ 2" GONG. ( REPLACE I I TOPPING (SEE 5TRUGT. DWG's.) T.0.5 AB TOP OF SLAB � T.O.W. .. _ — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T.O.W. 1--I *GL05ED CELL -1 INSULATION 5Y5TEM *GL05ED DELL SUSPENDED 5/8" GYP GLC. INSULATION SYSTEM r STORAGE OL5T. MUD ROOM 6ARAGE ►�4 TOP OF GURB H 4" GONG. SLAB (SEE STRUGT. DWG's) — 10 MILL VAPOR BARRIER L Drawn by: DGS Job: 1402 KT- BU I LD I 6 SECT I O ISI Sheet A4.2 SCALE: 1/4"=I'—O" A4 . 2 Sht. of Shts. I I DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES -Q� 12 4 \\\ 2002 San Marco Blvd. Suite 200 DBL. Jacksonville, FL 32207 TOP PL iEAA26001325 I 904-396-4420 MTL. FLASHIN i fi�L YROOM VEST. Vel/G BATH www.jaycoxreinel.com I I � aN STANDING SEAM MTL. m - 301 '� 302 Issue ROOF SYSTEM 12 I 3/4" PLYWOOD SUBFLOOR ,- DD-PROGRESS 4r I GLUED $ NAILED TO TRUSS r 06/26/2016 *OPEN G LL INSULATION SYSTEM SOUND ATTENUATION BATTS PERMIT 1551E 08/08/2014 I I m L - - - - N PER-ENOINEERE12 20" DEEP PER-ENOINEERED WOOD ROOF TRUSSES WOOD FLOOR TRUSSES DBL. TOP PL TOP PL 1— I I `r I nn GLOSE� PEST• ; o ; GREAT ROOM BREAKFAST I I I � m I I I I I 8" HOLLOW GORE W/ 2" GONG. I TOPPING (SEE 5TRUCT. DWO'S.) GONG. TOPPING GONG. TOPPING - - - - - - - - - - - - - - - - - - - - - o TOP OF WALL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — TOP OF WALL 77777-7 *GLO5ED CELL -- INSULATION SYSTEM ` *GL05ED G LL SUSPENDED 5/8" OYP GLO. INSULATION SYSTEM S.rORGE MUD ROOM GARAGE f SECTIONAL OVERHEAD71 �- GARAGE DOOR l k FIN GO G. SLAB SLOPE 1/8:12 FIN. GONG. SLAB 'fTHEAT AIA 4" GONG. SLAB FL. LICENaE,N4,.,AR 017234 (SEE STRUGT. DWO'5) 10 MILL VAPOR BARRIER rF�5U I L.D I NG SECT 1 ON I� P 4 5GALE: 1/4"=1'—O" 12 4r— {� ROOF SYSTEM M MTL. / ��� �� i I I I I I I` \� 12 � ®, DBL. TOP PL I 5/4" PLYWOOD SUBFLOOR GLUED 4 NAILED TO TRUSS SOUND ATTENUATION BA TTS ROOF TO WALL RAKED ' - - - --- J1 I 1 DBL. TOP PL FLASHING 20 DEEP PER-E GI RE 20' DEEP R-E INEE - WOOD FLOOR TRUSSES WOOD FL R-TR SES DBL. TOP PL DBL. TOP PL { =ry5ATH W/G STAIROWDE I T Y � m IH m 8" HOLLOW GORE W/ 2" GONG. TOPPING (SEE 5TRUGT. DWO'S.) GONG. TOPPING b-TTOP OF 4ALL — — — — — — — — — — — — — — — J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — xx F� *GLOSED CELLGLOSED CELL s STUGGO O/ GMU SUSPENDED 5/8" GYP GLO. INSULATION SYSTEM INSULATION SYSTEM i STORAGE 1 YD ROOM GARAGE I m a 0 I 0 C/1) E FIN. G NG. SLA F� FIN. GRADE 4" GONG. SLAB (SEE STRUGT. DWO'5.) 10 MILL VAPOR BARRIER Drawn by: DGS Job: 1402 F BU I LD I N6 JECT 1 ON Sheet A�4.3 50ALE: 1/4"=1'—O" A4 . 3 Sht. of Shts. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GEN11RAL NOTES STANDING SEAM MTL. �\ ROOF SYSTEM 12 I' 1 12417— 4 2002 San Marco Blvd. i Suite 200 Jacksonville, FL 32207 DBL. 2x6 TOP PL. AA26001325 5/8" GYP. GLO. 904-396-4420 \ www.joycoxreinel.com GONT. FLASHING BY MTL. \ ROOFING MFR. BPRM-4 0 BPRM-5 Issue DD-PR06RE55 �1 r 06/26/2014 STANDING SEAM MTL. // 3/4" PLYWOOD SUBFLOOR 5 1�411 PERMIT ISSUE ROOF SYSTEM SOUND ATTENUATION BATTS / GLUED 4 NAILED TO TRU55 STANDING SEAM WL. 08/08/2014 12 ROOF SYSTEM m / I' I Y 12 4 2 O" EE PE EN IEE D 12 2-0 O FLOOR TRUSSES = 2 77 } - — — DBL. 2x6 TOP PL. _ KITCHEN , ]7 I N I NCS fi�00M o aRrz EAST x PO CH m 2" GONG. TOPPING _ 0/ WP MEMS. - 2-3/4" PLYWOOD _= HOLLOW GORE W/ 2" GONG. 5UBFLOOR O/ 2x - TOPPING (SEE STRUGT. DWO'S.) PT FRAMING FIN. GONG. r .PINO lima!I O_0. 00.0 O.O -- OOOQQO , . 11 Q'UQ_ .O OCA OO.O x000 . .0 O.000OO OOO`OQ.O N � _ *GL05ED GELL INSUL SYSTEM *CLOSED CELL INSUL SYSTEM STUCCO SUSPENDED 5/8" GYP GLG. AA OF HOLL W 0 STONE STAIR TREADS &ARA(5E 4 RISERS ON GONG. Q \ 0�� `" \ STONE WALL GAP 5TUGG0 FIN. O/ 8" GMU % % 5/8" GYP. D. 0/ Ix PT '- STUCCO IN. O/ 8" GMU FLUID APPLIED WP MEMS. `�` FURRING STRIPS @ 24" OG FLUID AFIPLIEID WP MEMS. - W/ RIGID INSUL PROTECTION BD. ; , Y W/ RIC710 INSUL PROTECTION BD. 4GONG. WALKWAY tr v ... U � M Tti�Vti"�,KF�'t�,ATH,/,IA FL LIOI�fVSE NO. AR S' 4" GONG. SLAB — —_I T L_ ilr (SEE 5TRUGT. DW65.) 4" DIA. PERFORATED PLASTIC 10 MILL VAPOR BARRIER DRAIN I BOTH WI HFG TER FABRIC 1^V GRAVEL RRA PP f 1 5U I L1:� I IISI BECTI ON z 4.4 50ALE: 1/4"=P-011 � � C/IC *OPEN CELL INSULATION SYSTEM 12 j DBL. TOP PL � CID K\1 T FL NrRCOM BDRM-3 W N STANDING SEAM MTL. ROOF SYSTEM 3/4" PLYP4001 SUBFLOOR 1 12 / GLUED 4 NAI TO TRU55 �✓ 4F-- .41 *OPEN CELL INSULATION SYSTEM SOUND ATTENY,TION BATTS Al 5UBFLR. _ ((-�\ DBL. TOP PL L ' SHIP LAP 510INO M`BRHOOOFW�P CLOSET \\ EST. H\AkLL C� M E�-PT4� I- l'l 1/2" EXT. 60. PLYWD SHEATHING 5/8" OWB 2x6 STUD @ 16" OG BATT INSUL. i 8" HOLLOW W/�''/GO . FLASHING TOPPING (5E RupT. PH ) / - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — GEMENTIGIOU5TRIM -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - NNI BOARDS, PAINT - *GL05ED CELL *CLOSED C ELL5TUGGO 0/ 1/2" GEMENT INSULATION SYS' M INSULATION SYSTEM *CLBOARD SED GELL STORAGE UD OOM &ARAGE INSULATION SYSTEM \ U) STUCCO FIN. O/ 8" GMU / - - — — — — — — — - M-1 4" GONG. SLAB (SEE STRUGT. DWG's.) 10 MILL VAPOR BARRIER L Drawn by: DGC K�H U I L ) I N6 BEC7 ON Job: 1402 A4.4 SCALE: 1/4"=1'-0" Sheet I A4 ® 4 Sht. of Shts. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCRAPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NO ES WINDOW WINDOW LOCATION WINDOW WINDOW STYLE MANUFACTURER WINDOW MATERIALS WINDOW CODE WINDOW GLAZING DETAILS KEY NOTES WINDOW ® TYPE BRAND MODEL EXT. INT. COLOR IMPACT DP-RATING INSUL. TINTED GRILLES HEAD JAMBVERT. HORIZ. SILL ROOM NAME MULL MULL FIRST FLOOR LEVEL FIRST FLOOR LEVEL 101 CONDITIONED STORAGE EE DH 2-3044 POT 560 VINYL VINYL WHITE IMPACT OP-32 LOW-E YES YES P/A6.3 1b/A6.3 13/A6.3 - Iq/A6.3 IDI 102 CONDITIONED STORAGE EE DH 2-3044 PGT 560 VINYL VINYL WHITE IMPACT OP-32 LOW-E YES YES I-7/A6.3 18/A6.3 13/A6.3 - Iq/A6.3 102 103 CONDITIONED STORAGE EE DH 2-3044 PGT 560 VINYL VINYL WHITE IMPACT DP-32 LOW-E YES YES 17/A6.3 18/A6.3 I3/A6.3 - Iq/A6.3 103 2002 San Marco Blvd. Suite 200 Jacksonville, FL 32207 AA26001325 SECOND FLOOR LEVEL SECOND FLOOR LEVEL 904-396-4420 www.jaycoxreinel.com 201 KITCHEN BB DH 2-3038 PGT 560 VINYL VINYL WHITE IMPACT DP-38 LOW-E YES YES IO/A6.3 II/A6.3 13/A6.3 - 14/A6.3 201 202 POWDER S GA FIXED PGT 540 VINYL VINYL WHITE IMPACT OP-34 LOW-E YES NO IO/A6.3 II/A6.3 - - 141A6.3 202 Issue 203 STAIRS S GA FIXED PGT 540 VINYL VINYL WHITE IMPACT DF-34 LOW-E YES NO 1O/A6.3 II/A6.3 - - 14/A6.3 203 PERMIT ISSUE 204 LAUNDRY/DOG ROOM FF DH 2-2650 PGT 560 VINYL VINYL WHITE IMPACT DP-32 LOW-E YES YES 10/A6.3 II/A6.3 13/A6.3 - 14/A6.3 204 08/08/2014 205 BATH-218 E DH 3044 PGT 560 VINYL VINYL WHITE IMPACT DP-40 LOW-E YES YES IO/A6.3 II/A6.3 - - 14/A6.3 205 206 BATH-218 5 CA VENTED PGT 540 VINYL VINYL WHITE IMPACT DP-43 LOW-E Y5 NO 10/A6.3 II/A6.3 - - 14/Ab.3 206 207 BEDROOM-I EE DH 2-3044 PCT 560 VINYL VINYL WHITE IMPACT DP-32 LOW-E YES YES 10/A6.3 II/A6.3 13/A6.3 - 141A6.3 207 205 MST. BATHROOM E DH 3044 PGT 560 VINYL VINYL WHITE IMPACT DP-33 LOW-E YES NO IO/A6.3 II/A6.3 - - 14/Ab.3 2O& 20q MST. BEDROOM EE DH 2-3044 PCT 560 VINYL VINYL WHITE IMPACT DP-38 LOW-E YES YES 10/A6.3 11/A6.3 13/A6.3 - 14/A6.3 20q 210 MST. BEDROOM E DH 3044 PCT 560 VINYL VINYL WHITE IMPACT OP-40 LOW-E YES YES 10/A633 II/A6.3 - - 14/A6.3 210 211 MST. BEDROOM E DH 3044 PGT 560 VINYL VINYL WHITE IMPACT Dr'-3b LOW-E YES YES 10/A6.3, II/A6.3 - - 14/A6.3 211 212 MST. BEDROOM H PW FIXED POT 520 VINYL VINYL WHITE IMPACT DP-38 LOW-E YES :NO 10/A6.E$ II/A6.3 - - 14/A6.3 212 213 MST. BEDROOM H PW FIXED PGT 520 VINYL VINYL WHITE IMPACT DP-32 LOW-E YES NO 10/A6.3, II/A6.3 - - 14/A6.3 213 214 CREAT ROOM K !PH FIXED PGT 520 VINYL VINYL WHITE IMPACT OP-32 LOW-E YES 'NO I/A6.3 II/A63 - - I4/A6.3 214 215 CREAT ROOM K PW FIXED PGT 520 VINYL VINYL WHITE I IMPAGT DP-32 LOW-E YES 'NO IO/A6.3II/A6.3 - - 14/A6.3 215 216 DINING ROOM BB DH 2-3038 PGT 560 VINYL VINYL WHITE IMPACT OP-32 LOW-E YESES 10/A6.3 II/A6.3 13/A6.3 - 14/A6.3 216 217 PANTRY B DH 3035 PCT 560 VINYL VINYL WHITE IMPACT DP-32 LOW-E YES YES 10/A6.3 11/A6.3 - - 14/A6.3 217 218 KITCHEN A DH 2635 PGT 560 VINYL VINYL WHITE IMPACT DP-55 LOW-E YES YES 10/A6.3 11/A6.3 - - 14/A6.3 218 21q KITCHEN A DH 2638 PGT 560 VINYL VINYL WHITE IMPACT DP-42 LOW-E YES YES 10/A6.3 II/A6.3 - - 14/A6.3 21q THIRD FLOOR LEVEL THIRD FLOOR LEVEL 301 BEDROOM-3 D DH 3040 PCT 560 VINYL VINYL WHITE IMPACT DP-40 LOW-E YES YES 10/A6.3 ` II/A6.3 - - 14/Ab.3 301 302 BEDROOM-3 D DH 3040 PGT 560 VINYL VINYL WHITE IMPACT DP-33 LOW-E YES YES IO/A6.3 II/A6.3 - - 14/Ab.3 302 303 STAIR GPC SEE STYLE CHART PGT VINYL VINYL WHITE IMPACT DP-32 LOW-E YES Y-N-Y 10/A6.3 'II/A6.3 13/A6.3 - 14/A6.3 303 304 QUITE ROOM T/H GA FIXED/GA FIXED PCT 540 VINYL VINYL WHITE IMPACT DP-33 LOW-E YES YES/NO 10/A6 3 I II/A6.3 15/A6.5 16/A6.3 14/A6.3 304 305 QUITE ROOM T/H GA FIXED/GA FIXED PGT 540 VINYL VINYL WHITE IMPACT DP-33 LOW-E YES YES/NO 10/A6.3 VII/A6.3 15/A6.3 I6/A6.3 14/A6.3 305 306 QUITE ROOM T/H CA FIXED/GA FIXED PGT 540 VINYL VINYL WHITE IMPACT DP-40 LOW-E YES YES/NO 10/A6.3 II/A6.3 15/A6.3 16/A6.3 14/A6.3 306 307 QUITE ROOM T/H CA FIXED/GA FIXED PCT 540 VINYL VINYL WHITE IMPACT DP-40 LOW-E YES YES/NO 10/A6.3. II/A6.3 15/A6.3 I6/A6.3 14/A6.3 307 308 QUITE ROOM T/H GA FIXED/GA FIXED PCT 540 VINYL VINYL WHITE IMPACT DP-40 LOW-E YES YES/NO 10/A6.3, II/A6.3 15/A6.3 16/A6.3 14/A6.3 308 30q QUITE ROOM T/H GA FIXED/GA FIXED POT 540 VINYL VINYL WHITE IMPACT DP-40 LOW-E YES YES/NO 10/A6.3 II/A6.3 15/A6.3 16/A6.3 141A6.3 f 30q 310 QUITE ROOM T/H GA FIXED/GA FIXED POT 540 VINYL VINYL WHITE IMPACT OP-33 LOW-E YES YES/NO 10/A6,3 II/A6.3 15/A6.3 16/A6.3 14/Ab.3 .`.� 310 311 QUITE ROOM T/H GA FIXED/GA FIXED POT 540 VINYL VINYL WHITE IMPACT DP-33 LOW-E YES YES/NO 10/A6.3 II/A6.5 15/A6.3 16/A6.3 14/A6.3 311 \ �' 312 QUITE ROOM T/H GA FIXED/GA FIXED PGT 540 VINYL VINYL WHITE IMPACT OP-33 LOW-E YES YE5/NO 10/Ar9J II/A6.3 15/A6.3 16/A6.3 14/Ab.3312 MATTHECPVONATH, AIA 313 KITCHENETTE S GA FIXED POT 540 VINYL VINYL WHITE IMPACT DP-35 LOW-E YES YES 10/A6.3 II/A6.3 - - 14/A6.3 313 FL. LICENSE.N,C�;jQR001�7234 314 KITCHENETTE S GA FIXED POT 540 VINYL VINYL WHITE IMPACT DP-35 LOW-E YES YES I0/A6.3 II/A6.3 - - 14/A6.3 314 315 KITCHENETTE 5 GA FIXED POT 540 VINYL VINYL WHITE IMPACT OP-35 LOW-E YES YES 10/A6.3 II/A6.3 - - 14/A6.3 315 316 GREAT ROOM JJ PW FIXED POT 520 VINYL VINYL WHITE IMPACT OP-32 LOW-E YES NO I/A6.3j 2/A6.3 13/A6.3 3/A6.3 6/A6.3 316 317 BEDROOM-4 D -DH 3040 PGT 560 VINYL VINYL WHITE IMPACT DP-40 LOW-E YES YES 10/A6.3 I I/A6.5 - - 14/A6.3317 315 BEDROOM-4 D DH 3040 POT 560 VINYL VINYL WHITE IMPACT OP-40 LOW-E' YES _OYES 10/A613, II/A6.3 - - 14/A6.3 318 31q BEDROOM-4 D DH 3040 PGT 560 VINYL VINYL WHITE IMPACT DP-33 LOW-E YES k,YES 10/A6.3 II/Ar - - 14/A6.3 31q 320 BATHROOM-303 S GA VENTED POT 540 VINYL VINYL WHITE IMPACT DP-45 LOW-E YES YE5 10/A6.3 III/Ab-3 - - 14/Ab.3 320 ry 321 BATHROOM-303 G DH 2840 POT 560 VINYL VINYL WHITE IMPACT DP-33 LOW-E YES _:YES 10/A6.3 II/A6.3 - - I4/A6.3 321 M� 322 BEDROOM-3 DD DH 2-3040 POT 560 VINYL VINYL WHITE IMPACT DP-33 LOW-E YES -;YE5 10/A6.3 II/A6.3 13/A6.3 - 14/A6.3 322 ® I� ANP 5TYLr=9 Y 1 II 1 tl I 11 I 11 1 N 1 II 1 N I II 1 Y I II 1 �I/4 N I II 1 N 1 11 1 N l 2'-�'2 2-I�'2 I 2-1�2 2-Ily2 2-� -2-I1� 2-ItY2 2-I�'2 2-Itk2 2-ItV2 2-Ily2 2-�i'2 2'-�2 I-�'� 3-711 y2 I-7�'2 T -J IFF1 IT IF R I N �_JL-ILJ N _ ELIFMN FIXED � l!!1 V BB D ® ® 6� . � 1 VI I VI EE 31-6Y 31-6Y A6.3 T/H 2 [fly, � �� � A6.3 �(]�/ '(Iy' y �/ y 21-72Y I N 3 21 /2N 11-Y2N 11-ON II-Y2N 11-ON ,I A6.3 A6.3 A6.3 A6.3 A6.3 2 7 2 6 8 A6.3 A6.3 A6.3 A6.3 SL. .DR. A6.3 SL. .DR. SL. .DR. FIXED FIXED " FIXED FIXED TEMP TEMP TEMP TEMP GLASS fV GLASS , GLASS =N GLASS 4 4 4 A6.3 i A6,3 A6.3 SEE DOOR STYLE AND SCHEDULES A6.3 SEE DOOR STYLE AND SCHEDULES SEE DOOR STYLE AND SCHEDULES H H K K U) A I Nl:)O�N NOTeS o L THE CONTRACTOR SHALL VERIFY ALL ROUGH QPENINGS FOR WINDOWS WITH 5. FLASHING AND SEALANT APPLICATIONS SHALL COMPLY WITH WINDOW MANUFACTURES WRITTEN RECOMMENDATIONS. MANUFACTURES REQUIREMENTS. ALL SEALANTS SHALL BE HI OH QUALITY EXTERIOR GRADE POLYURETHANE. ,2, THE REFERENCED WINDOW DEe)IONATIONS ARE UNITS MANUFACTURED BY POT WINDOWS AND SLIDING OLA55 DOORS. 3. STYLE of WINDOW UNITS SHALL- BE WINGUARD SERIES 50'6 VINYL "IMPACT' VENTED AND Drawn by: DGC/RWO FIXED DOUBLE HUNG WINDOWS IN SIZES NOTED ON THE WINDOW TYPES. Job: 1402 4, GLAZING SHALL BE LOW-E INSULATED GLASS UNITS WITH ARGON OAS SEALED AIR SPACE. ALL WINDOWS SHALL BE 240 TINTED GLAZING. GRILLE PATTERNS SHALL:BE CUSTOM AS SHOWN. Sheet AD ® Sht. of Shts. J-J%JNOT MEASURE DR 114 NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIEXIO® 5CHE::)ULmr= PRIOR TO CONSTRUCTION. SEE GENERAL NOTES DOOR DOOR LOCATION DOOR DOOR STYLE MANUFACTURER DOOR SIZE DOOR MATERIALS DOOR GLAZING DOOR CODE DETAILS KEY NOTES DOOR — OTYPE BRANDj MODEL WIDTH HEIGHT THICK MATERIAL FINISH INSUL. TINTED GRILLES DP—RATING IMPACT HEAD JAMB MULL SILL O ROOM NAME FIRST FLOOR LEVEL FIRST FLOOR LEVEL 001 GARAGE O SECT. OVERHEAD GOLPAY 8'-8" 7'-6" 2" PVG-GLAD PAINT YES NO NO DP-30 NON WEATHER STRIPPING 001 002 GARAGE 6 SECT. OVERHEAD GOLPAY 8'-8" 7'-6" 2" PVG-GLAD PAINT YES NO NO DP-30 NON WEATHER STRIPPING 002 003 GARAGE 6 SECT. OVERHEAD GOLPAY 8'-8" 7'-6" 2" PVG-GLAD PAINT YES NO NO OP-30 NON WEATHER STRIPPING 003 2002 San Marco Blvd. 004 GARAGE G SEGT. OVERHEAD GOLPAY 8'-8" 2" PVG-GLAD PAINT YES NO NO OP-30 NON WEATHER STRIPPING 004 Suite 200 005 GARAGE B RH-IN SWING PLASTPRC FIBERGLA55 4'-0" 7'-O" 1 3/4" DP-38 NON WEATHER STRIPPINGJacksonville, FL 32207 005 AA26001325 I 006 GONDITIONED STORAGE G RH-OUT SWING PLA5TPRC FIBERGLA55 3'-0" 7'-0 " 1 3/4" YES DP-32 NON WEATHER STRIPPING 006 904-396-4420 i 007 VESTIBULE G RH-OUT SWING PLA5TPRC FIBERGLA55 3'-O" 7'-0" 1 3/4" NO No No DP-32 NON WEATHER STRIPPING 007 www.jaycoxreinel.com 008 STORAGE D DBL-OUT SWING PLA5TPRC FIBERGLA55 2-3'-0" 7'-0" 1 3/4" NO NO NO OP-31 NON WEATHER STRIPPING 008 00q FOYER A LH-IN SWING CUSTOM MAHOOANY 3'-0" 7'-0" 2 1/4" MAHOOANY STAIN OP-32 WEATHER STRIPPING OOq Issue 010 MASTER BEDROOM E 5LIDING GLASS PGT SGD570 7'-0" 7'-2" VINYL WHITE YES YES NO DP-30 IMPAGT WEATHER 5TRIPPING 010 PERMIT ISSUE 011 GREAT ROOM E 5LIDIN6 6LA55 PGT SOD577 " 7 0 '-O '-2" VINYL WHITE YES YES NO DP-30 IMPAGT WEATHER STRIPPING Oil 08/08/2014 012 DINING ROOM E SLIDING GLASS PGT SOD570 7-O" 7'-2" VINYL WHITE YES YES No DP-30 IMPAGT WEATHER STRIPPING 012 IN7ERIOR =�CCRSCHEI:QLE DOOR DOOR LOCATION DOOR DOOR STYLE MANUFACTURER DOOR SIZE DOOR MATERIALS DOOR GLAZING PROFILE OPTIONS FRAME DETAILS KEY NOTES DOOR OTYPE BRAND I MODEL WIDTH THEIGHT THICK MATERIAL FINISH STICKING PANELS FINISHHEAD JAMB MULL SILL CD FIRST FLOOR LEVEL FIRST FLOOR LEVEL 101 BATH-102 F RH-SWING TRUSTILE 2-6" 6'-8" 1 3/4" MDF PAINT PAINT 101 102 MUD ROOM F RH-SWING TRUSTILE 3'-O" 6'-8" 1 3/4" MDF PAINT PAINT 102 103 GONDITION STORAGE F LH-SWING TRUSTILE 4'-0" (9'-8" 1 3/4" MDF PAINT PAINTI 103 104 LAUNDRY CLOSET _j DOUBLE FRENGH TRUSTILE T55000 2-2'-6" 6'-8" 1 3/4" MDF PAINTPAINT; 104 105 GLOSET J DOUBLE FRENGH TRUSTILE T53000 2-2'-411 6'-8" 1 3/4" MDF PAINT x PAINT)' 105 lob NOT USED � 106 107 ELEVATOR F RH-SWING TRUSTILE T53000 3'-O" 1 3/4" MDF PAINT PAINT;; 107 108 CONDITION STORAGE F LH-SWIN6 TRUSTILE T53000 4'-o" 6'-8" 1 3/4" MDF PAINT PAINT' 108 IOq EQUIPMENT F RH-SWIN6 TRUSTILE T53000 3'-O" 6'-8" 1 3/4" MDF PAINT PAINT.' IOq 110 MUD ROOM F LH-SWING TRUSTILE T53000 3'-O" 6'-8" 1 3/4" MDF PAINT PAINT 110 III MUD ROOM F rH-51^1IN6 TRUSTILE >T53000 3'-O" 6'-8 1 3/4" MDF PAINT PAINT 111 SECOND FLOOR LEVEL SECOND FLOOR LEVEL -���,\• ���� 201 STAIR F RkI-SWING TRUSTILE T53000 2-8 7-0 13/4 MDF PAINT PAINT 201 202 POWDER BATH F LH-SWING TRUSTILE T53000 2'-8" 7'-O" 13/4" MDF PAINT PAINT ' 202 203 ELEG CLOSET F RH-5WING TRUSTILE T55000 2-4" 7'-0" 1 3/4" MDF PAINT PAINT 203 204 GL05ET F RH-5WINO TRUSTILE T55000 2'-8" 7'-0" 1 3/4" MDF PAINT PAINT; 204 a l M I 205 PANTRY K �LIDIN6 BARN DOOR TRUSTILE T5L3000._ 2-2'-0" 7'-O" 1 3/4" MDF PAINT FROSTED PAINT SLIDING BARN DOOR HARDWARE 205 M/ 'pig. G, .NA H, Ale 206 VESTIBULE F DOUBLE FRENGH TRUSTILE T55000 2-2-6" 7'-0" 1 3/4" MDF PAINT - PAINT 206 FL LIt EN ENO. AR0017234 207 STORAGE F LH-SWING TRUSTILE T53000 2'-8" 7'=0" 1 3/4" MDF PAINT PAINT 207 , �i 208 MASTER BEDROOM F LH-SWIN6` TRUSTILE T53000 '' 2'-8" 7'-0 1 3/4" MDF PAINT PAINT 208 20q MASTER BATHROOM F POGKET TRUSTILE T55000 , 2'-8" 7'-0" 13/4" MDF PAINT PAINT 20q 210 MASTER W/G H LkI-SWIN6 TRUSTILE T5L3000 2'-6" 7'-0" 13/4" MDI= PAINT FROSTED PAINT 210 211 MASTER GLO5ET F RFI-5WINO TRUSTILE TS3000 2'-8" 7'-0" 1 3/4" MDF PAINT PAINT 211 212 ELEVATOR F RH-5WIN6 TRUSTILE T55000 3-O" 7'-0" 1 3/4" MDF PAINT PAINT 212 213 VESTIBULE F LH-5WIN6 TRUSTILE T55000 3'-O" 7`-0" 13/4" MDF PAINT PAINT 213 214 BEDROOM-I F LH-SWING TRUSTILE T53000 3'-O" 7'-0" 13/4" MDF PAINT PAINTS 215 CLOSET-I F POCKET TRUSTILE TS3000 3'-O" 7'-O" 13/4" MDF PAINT PAINT 214 216 BATHROOM F RH-5WIN6 TRUSTILE T53000 3'-O" 7'-0" 1 3/4" MDF PAINT PAINT 215 217 LAUNDRY/DOG ROOM F RH-SWING TRUSTILE T53000 3'-O" 7'-O" 13/4" MDF PAINT PAINT 216 217 THIRD FLOOR LEVEL 301 QUITE ROOM F RH-SWING TRUSTILE T55000 2'-8" 6'-8" 1 3/4" MDF PAINT 4 W 302 ELEVATOR F RH-SWIN6 TRUSTILE T53000 2'-6" 6'-8" 1 3/4" MDF PAINT PAINT 301 303 ATTIC ACCESS M LH-SWING TRUSTILE TSI000 3'-O" 3'-7" 1 3/4" MDF PAINT PAINT 302 F� 304 VESTIBULE-301 F POGKET TRUSTILE T55000 2-2-0" 6'-8" 1 3/4" MDF PAINT PAINT 303 rC 305 BEDROOM-4 F RH-SWING TRUSTILE T53000 3'-O" 6'-8" 13/4" MDF PAINT PAINT 304 306 BEDROOM CLOSET F 131-FOLD TRUSTILE T53000 4-1'-3" 6'-8" 1 3/4" MDF PAINT PAINT 305 307 BATHROOM-303 F RH-SWING TRUSTILE T53000 2'-6" 6'-8" 1 3/4" MDF PAINT PAINT] 306 30& BATH W/G H LH-SWING TRUSTILE TSL3000 2'-6" 6'-8" 1 3/4" MDF PAINT FROSTED PAINT Q 307 30q BEDROOM-3 F LFI-SWING TRUSTILE T53000 2'-8" 6'-8" 13/4" MDF PAINT PAINT = 308 310 BEDROOM CLOSET F X31-FOLD TRUSTILE T53000 4-1'-3" 6'-8" 1 3/4" MDF PAINT PAINT 30q 310 a,Tl 17COR TYFr-S ANP 5T%eLE5 � _I IOIIX 71611 -Tm � 11 E I FE71 EH _Tm i I SL.G R. i I �L I I 1 i I 1 = 1 I El I - Ll LIT-] U11 `_ ------ r R 4-PANEL VINYL Cn GUSTOM PVG SECTIONAL A B C D E F H J K L M G w � P�1 Drawn by: DGG/RHO Job: 1402 Sheet A6 ® 2 Sht. of Shts. LAP SIDING SYSTEM \ LAP SIDING SYSTEM WINDOW UNIT �" �e" - ' ` LAP SIDING SYSTEM DO NOT MEASURE DRAWINGS CONT. SEALANT BEAD I/4" CAP NO SEALANT ,\ ! 1/4" 6AP NO SEALANT / I/4" CAP NO SEALANT NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES - PRIOR TO CONSTRUCTION. SLI!; GENERAL NOTES PRE-FIN. MTL. FLASH'6. TUCK— PRE-FIN. MTL. FLA5H'6. PRE-FIN. MTL. FLASH'6. PRE-FIN. MTL. FLASH'6. UNDER WINDOW FRAME TUCK UNDER WATER TUGK UNDER WATER TUCK UNDER WATER RESISTANT BARRIER RESISTANT BARRIER RESISTANT BARRIER 1 1/2" THICK _N N GEMENTIGIOUS TRIM, � PAINT g �'s �2 ' - 1 1/2" MILLED PT �� l " 1 1/2" MILLED PT u u I I/2" MILLE �'z V'2 �l WOOD SILL, PAINT WOOD SILL, PAINT WOOD SILL, PAINT CONT. SEALANT BEAD ❑��q „ 1 1/2 THICK GEMENTIGI US 1 1/2 THICK GEMENTIGIOU5 ~ 2002 San Marco Blvd. I I/2" THICK GEMENTIGI US � Suite 200 TRIM TRIM, PAINT TRIM Jacksonville, FL 32207 AA26001325 FLUID APPLIED WD TRIM (REFER FLUID APPLIED NAI.LIN6 FIN TAPED 904-396-4420 WATERPROOF MEMB. 2 ___ (9 TO INTERIOR) WATERPROOF MEMB. WO TRIM (REFER 2 6 www. 'a coxreinel.com SE . J Y FAD L HERED 2 6 TO INTERIOR) � RIOR ... - �J uu '�I WA fERPROOF MEMS �I �/� T-1�A� TRAI 50M I��0/ l �I 5ILL 2 4 2 X6.3 SCALE: 5"=1'-0" 2 Issue 6 - - -- - ------ -- -- -- -- ----------- PERMIT ISSUE tstDC��� WINDOW UNIT Q`� GONT. SEALANT O/ ❑ ❑ GOVT. SEALANT 0/ �ovee00ve evv oe og/oa/Zol4 REQUIRED PT SHIM W/ NON BACKER ROD a �] a �] BACKER ROD �— NON EXPANDABLE FOAM CONT. SEALANT BEAD GOVT. SEALANT O/ EXPANDABLE FOAM INSULATION, L � BACKER ROD TYPICAL INSULATION WITHIN SHIM PRE-FIN. MTL. FLA5H'6. TUCK �f-I � SPACE, TYPICAL UNDER WINDOW FRAME U I WINDOW DOOR UNIT SLIDING CLASS DOOR U O U O WINPOW DOOR UNIT 1 1/2" THICK _ UNIT GEMENTIGIOU5 TRIM, j - GI PAINT SL. . GL. . �Q to I1�li�0Y� Hr=A=7 f�6.3 SG LE: 3"=1'_0„ GONT. SEALANT BEAD ❑� A6. 50ALE. 511=11-011 A(b 3 SCALE. 511=11-011 CONT. SEALANT O/ BACKER ROD �❑ Kira � 'T. 11�l�Ol� I�UL.L. i - 6.3 SG�LE: 3"=I'-O" NAILING FIN TAPED W/ WD TRIM (REFER I/8" CAP W/ SEALANT / SELF ADHERED 2 4 I/8" CAP W/ SEALANT \;. - WATERPROOF MEMB. TO INTERIOR) STUCCO FINISH ON = 2 4 GMU BILK 2 6 1 1/2" THICK GEMENTIGIOU ' STUCCO J-BEAD 2 TRIM 2 6 ` I I/2" THICK GEMENTICIO S 2 WD TRIM (REFER MTL. FLASHING n\; =- TRIM ry WD TRIM (REFER GOVT. SEALANT O/ ❑ ❑ TO INTERIOR) 2 6 TO INTERIOR) BACKER ROD a PT WOOD SILL, GMU BLOCK FLUID APPLIED 2 PAINT WATERPROOF MEMB. 2 4 SLIDING GLASS DOOR �a - UNIT 3/4" THICK �,e, ys° 23/4, '` "o.:,:: ® ® BACKER ROD O/ a -_� \. ? � GEMENTIGIOU5 TRIM, PAINT �� CONT. SEALANT O/ �� - BACKER ROD REOUIRED PT SHIM W/ NON w EXPANDABLE FOAM INSULATION, , >� '-1 ------ TYPICAL 6 G "-1 l�r l. ..I!� MAT'Tkj ii G. Kl1NATk(�`'IA it FL. LICENSE NO. ,R0017234 PRESSURE TREADED 2 6 fi�6.3 SG�LE: 3 -I -O P WOOD BLOGKIN6 AS REQUIRED 2 LAP SIDING SYSTEM „- ------ -- ------ --- --- - -- I/8" CAP W/ SEALANT a q o 11 l�I �1�0J JAMS, — � GONT. SEALANT O/ - NON EXPANDABLE FOAM6 FI 2 T l�l5®lul > 11�l�Ol�l JAI�5 BACKER ROD INSULATION WITHIN SHIM SPACE, TYPICAL 2 6 X6.3 SCALE WD TRIM (REFER WINDOW DOOR UNIT 2 6 TO INTERIOR) FLUID APPLIED WATERPROOF MEMB. 2 6 W ®, rr_T�AINI�)C^ ,J AMB CONT. SEALANT O/ ❑ ❑ X6.3 SG>gLE. 3 11=1 —O BACKER ROD a a IM— L GON-f. SEALANT O/ STUCCO FIN 1 SH ON i SL 10 1 NO CLA55 DOOR BAG KER ROD ❑��C] 6�1 GMU BLK '� UNIT r •- -> GMU BLOCK ' ® 2� � STUCCO J-BEAD �'� 12 ���,�, �"'�U I �0 �I N�O r l ° O U O 4 6. SG LE: 3 =1�_o�, FLUID APPLIEDT r-T* 5L . GL. . �R. .JAMB ------ ><WATERPROOF ME B. A 3 SCALE: 3„=I'—O” = WD TRIM (REFER " off' TO INTERIOR) 5/4 THICK Q 1 1/2 THICK GEMENTI IOUS GEMENTIGIOU5 TR M, CONT. SEALANT 0/— TRIM PAINT --------- ---- ------ -- --- -- ----- BACKER ROD e B 2 4 WD TRIM (REFER -- CONT. SEALANT O/ NON EXPANDABLE FOAM ��� � TO INTERIOR) BACKER ROD INSULATION WITHIN SHIM �C�E1O GONT. SEALANT O/ O ❑ ❑ GOVT. SEALANT 0/----J/ / ❑ ❑ 5PAGE, TYPICAL a BACKER ROD [� BAGk'ER ROD (� WINDOW DOOR UNIT SLIDING 6LAS5 DOOR UNIT SLIDING GLA55 DR. UNIT ri ISI � � JAMB ° � � ° � � ° � � o ® � Cn X6.3 SG?�LE: 3"=1'-O" 13 ��� � T„=1'- I ,I"�®V� I�UL.L. 8 SL. . G� . �fi�. -1 =l K JAMSrET' SLr . GL. . �fi�. HEAD-Tfi�ANBCM SIL. � �6. SG�LE. 3 -I O ,�6.3 SG�4LE: 5"=1'-0" X6.3 SGf�LE: 3"=I'-O" WINDOW DOOR UNIT WINDOW UNIT CONT. SEALANT BEAD SLIDING CLASS DR. UNIT CONT. SEALANT BEAD NO TRIM FLUID APPLIED PRE-FIN. MTL. FLASH'C. TUCK TO INTERIOR) ER WATERPROOF MEMB. NO EXPANDABLE FOAM INS CATION WITHIN 5 IM UNDER WINDOW FRAME a PRE-FIN. MTL. FLASH'6. TUCK �an BENT ALUM. SILL PAN W/ WELDED ” 1 TILE FLOOR FINISH O/ CONT. SEALANT BEAD SPACE, TYPICAL UNDER WINDOW FRAME �� END GAPS O/ FLUID APPLIED MORTAR BED 1 1/2" MILLED PT - tL WATERPROOF MEMS. PRE-FIN. MTL. FLASH'6. TUGK WOOD SILL, PAINT IPE WOOD SILL 2 4 2" LT. WT. GONG. TOPPING m ALIGN W/ FIN. ELSEWHERE UNDER WINDOW FRAME \ n CONT. SEALANT BEAD WATERPRO :.:..o o_ 1 1/2" THICK GEMENTIGIOU5 IPE WOOD DEGK SYSTEM ON 2 4 OF MEMBRANE 1 1/2 MILLED TRIM, PAINT \ I 4 - ril WOOD SILL, PAINT � 2x PRESSURE TREADED ' WOOD SLEEPERS f- p _ _ _ 2-3/4" PLYWOOD SUBFLOOR 5/4" THICK GEMENTIGI S - TRIM, PAINT I/8" GAP W/ SEALANT ` 3" -- --------- -- -- --- -------------- - -- -- --------- ------ FLUID APPLIED WP BEMB. SYSTEM LAP SIDING, PAIN STUCCO FINISH ON GMU BLK GMU BLOCK F I P L WP EMB. Drawn by: DGO/RNO � 2x PRE55U FADED SLOPPED MORTAR BED / T PL WD HT� T OOD FRA 116 OG Job: 1402 G ;`I �� Sheet rol"G�fVYNr�)OVS J I L.,L. 14 ( l I I =)C l JILL TOP OF 2" GONG. TOPPING O/ �{ �I N�0� 5 I L� TOP OF 2" GONG. TOPPING O/ 4 ��„., 1 � I N /�',I CC „ , „ „ , „ HOLLOW GORE FLOOR SYSTEM 6 L A B J �O O R 51 L.L• 6.3 SCALE: 3 =1 -O f�6.3 SG,4LE: 3 =1 -0 X6.3 50ALE: 3"=I'-O" HOLLOW GORE FLOOR SYSTEM A& 3 SCALE: 5"=1'-0" O Sht. of Shts. limp . ., - , • i ,x - � . _ _.., - - , DESIGN CODE: -------____- 2010 FLORIDA BUILDING CODE(RESIDENTIAL) FOUNDATIONS: CNCRETE REINFORCING DO NOT MEASURE DRAWINGS DESIGN LOADS: _---_-__-_- ACTUAL AND UNIFORM CEOTECHNICAL DATA AND RECOMMENDATIONS HAVE BEEN PROVIDED BY ELLIS & ASSOCIATES, INC REINFORCING STEEL AND ACCESSORIES SHALL BE DETAILED IN ACCORDANCE WITH ACI 315-99 (MANUAL NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES E&A PROJECT No. 4414-0001 DATED JUNE 26, 2014. BASED ON THEIR RECOMMENDATIONS, THE OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES) AND CRSI MSP2-01 PRIOR TO CONSTRUCTION. SEE GENERAL NOTES ROOF LOADING: (cd=1.25) FOLLOWING FOUNDATION SYSTEM WILL BE: (MANUAL OF STANDARD PRACTICE). (IBC 2009: CRSI MANUAL OF STANDARD PRACTICE, 28TH EDITION) LIVE LOAD ------------------------ 20 psf DEAD LOAD ----------------------- 20 psf (FLAT ROOF) -SHALLOW FOUNDATIONS. ALLOWABLE NET BEARING PRESSURE = 3,000 PSF REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 (UNLESS NOTED OTHERWISE). - FLOOR LOADING: (cd=1.00) FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, PRE-ENGINEERED STEEL STAIRS. HANDRAILS & GUARDRAILS INTERIOR LIVE LOAD UNLESS NOTED OTHERWISE, CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: (INTERIOR) __________________ 40 psf ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING 1. CONCRETE CAST AGAINST EARTH ----------------- 3" COMPLY WITH NAAMM, NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS, "METAL LIVE LOAD (BALCONIES)------------------ 60 psf DIMENSIONS AND LOCATIONS FROM THE FOUNDATION LAN. IF FOOTING SIZE OR LOCATION IS NOT STAIR MANUAL" HANDRAILS AND GUARDRAILS SHALL BE DESIGNED FOR THE REQUIREMENTS OF 1607.7 ____- 100 psf DETERMINED ON PLAN THEN CONTACT THE STRUCTURAL ENGINEER. 2. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER ---- 2" LIVE LOAD (CORRIDOR) ------------- ---- 25 P 3. WALLS -------- 3 �� OF THE REFERENCED BUILDING CODE. HANDRAILS & SUPPORTING STRUCTURE SHALL BE CAPABLE OF DEAD LOAD ------------------- psf -------------------------- /4 BEAMS --------------------------- 1 1 2" WITHSTANDING A L LB POINT LOAD R 50 TS OF LINE LOAD APPLIED IN ANY DIRECTION AT ANY UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN 4. COLUMNS /BEAMS / POINT ON THE RAIL AND TO THE REQUIREMENTS OF THE REFERENCED BUILDING CODE. DEFLECTION CRITERIA: FOOTINGS AND MESH SHALL BE CENTERED IN SLAB 0 GRADE USING SUPPORT BARS AND CHAIRS. IN 2002 San Marco Blvd. ALL CONTINUOUS FOOTINGS PROVIDE #4 ® 48" O.C. CR ROD CHAIRS. PROVIDE CONTINUITY OF SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE REINFORCING BAR SIZES AND PLACEMENT. ALL COMPONENTS SHALL BE DESIGNED AND DETAILED BY THE FABRICATOR FOR A MINIMUM 100 PSF Suite 200 ROOF FRAMING: LIVE LOAD L/360 TOTAL LOAD L/240 REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT ADEQUATE SECTIONS, ELEVATIONS AND DETAILS IS LIVE LOAD, 2000 LB. CONCENTRATED LOAD AND L/360 MAX. DEFLECTION. MINIMUM SIZES SHALL BE AS Jacksonville, FL 32207 FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 & 0.75' MAX MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, NOT ACCEPTABLE. FOLLOWS: AA26001325 SHALL BE 48 BAR DIAMETERS ALL WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A-706 GRADE 60 AND BE USED ONLY 1. METAL PANS: 14 GA. (UNLESS NOTED OTHERWISE) 904-396-4420 WIND LOADING: (ASCE 7/10) THE GEOTECHNICAL ENGINEER SHALL ACT AS THE OWNER'S REPRESENTATIVE AND SHALL MAKE WITH PRIOR PERMISSION FROM THE STRUCTURAL ENGINEER. 2. STRINGERS: C12x20.7 (UNLESS NOTED OTHERWISE) www.jaycoxorchitects.com BASIC WIND SPEED -------------------- 130 MPH OBSERVATIONS AND TESTS AS CONSIDERED NECESSARY FOR QUALITY CONTROL. WHERE FOUNDATIONS OR ALL TENSION SPLICESSTEEL STAIRS SHALL BE SLAB SUPPORTED USING 4" DIAMETER STANDARD PIPE POSTS AS NEEDED. IMPORTANCE FACTOR ___________________ 1.00 OTHER CRITICAL ELEMENTS ARE TO BE SUPPORTED 0 ENGINEERED FILL, CONTINUOUS OBSERVATIONS , INCLUDING SPLICES FROM BARS LABELED CONTINUOUS, SHALL CONFORM TO ACI PROVIDE DETAILS SO THAT STAIR CAN BE ASSEMBLED AND INSTALLED IN PROPER SEQUENCE WITH Issue MEAN ROOF HEIGHT -------------------- 49.0 FT AND TESTS OF GRADING OPERATIONS SHALL BE MADE BY THE GEOTECHNICAL ENGINEER. ALL TESTS 318-05. SPLICES SHALL BE CLASS B IN ACCORDANCE WITH ACI 318, UNLESS NOTED OTHERWISE. SHALL BE PERFORMED IN ACCORDANCE WITH PROCED RES SET FORTH IN THE CURRENT BOOK OF REINFORCEMENT SHALL BE SPLICED ONLY AT LOCATIONS SHOWN OR NOTED IN THE STRUCTURAL ADJACENT WORK. METAL PAN STAIR TREADS AND LANDINGS SHALL HAVE NOT LESS THAN 2" NOR MORE P-( ROOF PITCH ----------------------- 1/12 STANDARDS OF THE AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM). DOCUMENTS, EXCEPT REINFORCEMENT MARKED "CONTINUOUS" CAN BE SPLICED AT LOCATIONS THAN 3" OF CONCRETE FILL FOR WALKING SURFACES. COORDINATE WITH ARCHITECTURAL DRAWINGS & N BUILDING CATEGORY-------------------- II DETERMINED BY CONTRACTOR. SPLICES AT OTHER LOCATIONS SHALL BE APPROVED IN WRITING BY THE MEET ALL APPLICABLE LOCAL BUILDING CODES. N EXPOSURE CATEGORY------------------- C WHERE FILL IS REQUIRED, IT SHALL BE PLACED IN ACCORDANCE WITH INSTRUCTIONS OF THE PROJECT STRUCTURAL ENGINEER. (FBC 2010: ACI 318-08) tn GEOTECHNICAL ENGINEER TO MAINTAIN DESIGN BEARIN13 PRESSURE. It ENCLOSURE CLASSIFICATION _--------------- ENCLOSED WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A-185 AND BE LAPPED TWO FULL PANELS, SEE ARCHITECTURAL DRAWINGS FOR EXACT LAYOUT AND CONFIGURATION. COMPLETE SHOP DRAWINGS o INTERNAL PRESSURE COEFFICIENT __--_-------_ t ,18 UNLESS SPECIFICALLY NOTED AS "CANTILEVERED" ON LAN OR DETAILS, WALLS RETAINING EARTH MUST TIED ON EACH SIDE AND SHALL BE SUPPLIED IN FLAT SHEETS. (INCLUDING MEMBERS, COMPONENTS, CONNECTIONS AND ALL LOADS CLEARLY INDICATED ON THE BE SHORED CONTINUALLY PRIOR TO COMPLETION OF STRUCTURAL SLABS ON GRADES AND/OR ELEVATED CALCULATIONS & SHOP DRAWINGS. SHOP DRAWINGS SHALL SHOW & SPECIFY ALL CONNECTIONS UTILIZED00 SLABS HAVE BEEN PLACED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE DESIGN, LONGITUDINAL REINFORCING BARS IN FOOTINGS SHALL BE PLACED CONTINUOUS AT CORNERS AND WITHIN THE RAILING SYSTEM AS WELL AS CONNECTIONS TO AND LOADS IMPOSED UPON THE STRUCTURAL ADEQUACY, SAFETY, AND STABILITY OF TEMPORARY E ECTION BRACING AND SHORING. INTERSECTIONS. FRAMING SYSTEM) FOR CONSTRUCTION OF STAIRS, HANDRAILS, AND GUARDRAILS SHALL BE SEALED AND COMPONENTS & CLADDING ALLOWABLE PRESSURES SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE IN WHICH CONSTRUCTION WILL OCCUR BACKFILL AGAINST WALLS SHALL BE DEPOSITED EVEN Y IN 8" TO 12" LIFTS AGAINST BOTH SIDES OF FOR EVERY VERTICAL OR HORIZONTAL BAR DISCONTINUED BY AN OPENING, ONE BAR (MIN. OF 2 BARS) AND SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION. TRIBUTARY INTERIOR EDGE STRIP (PSF): WALL UNTIL THE LOWER FINAL GRADE IS REACHED. C NTRACTOR SHALL PROVIDE ADEQUATE BRACING OR SHALL BE ADDED ® SIDE OF OPENING (HALF TO EACH SIDE - TYPICAL). AREA (sf) ZONE (PSF) 'a' = 7'-0" SHORING FOR ALL WORK DURING THE CONSTRUCTION PERIOD. BACKFILL SHALL NOT BE PLACED AGAINST EARTHWORK TESTING: WALLS UNTIL THE WALLS HAVE ACHIEVED 75% OF SPECIFIED DESIGN STRENGTH. PROVIDE CORNER BARS AT ALL CONTINUOUS REINFORCING BARS AT ALL MEMBERS (FOUNDATIONS, 10 +28.4 -30.9 +28.4 -38.1 WALLS, SLABS, BEAMS AND OTHER MEMBERS). IT IS REQUIRED THAT THE SITE PREPARATION & FOUNDATION CONSTRUCTION BE MONITORED BY THE GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. THE FOLLOWING ARE RECOMMENDED MINIMUM FOOTINGS SHALL BE CENTERED ABOUT COLUMN LINES UNLESS NOTED OTHERWISE. SAMPLING AND TESTING FREQUENCIES. 50 +25.5 -27.8 +25.5 -32.1 PROVIDE DOWELS FROM FOUNDATIONS, THE SAME SIZE AND NUMBER AS THE VERTICAL WALL OR COLUMN TOP OF FOOTING ELEVATIONS PROVIDED ON DRAWINGS ARE FOR PURPOSES OF CONTRACT & SHALL BE REINFORCING, UNLESS NOTED OTHERWISE. AT LEAST ONE MOISTURE-DENSITY (PROCTOR) TEST, ATTERBERG LIMITS TEST AND PERCENT FINER THAN 100 +24.2 -26.6 +24.2 -29.6 ADJUSTED, AS REQUIRED, AT TIME OF EXCAVATION TO BEAR ON PROPERLY PREPARED SUPPORT #200 SIEVE TEST SHOULD BE PERFORMED PER EACH SOIL TYPE SUCH AS SUBGRADE AND SELECT FILL. SUBGRADE (PER GEOTECHNICAL REPORT RECOMMENDATIONS OR FIELD DIRECTIVES OF GEOTECHNICAL ALL DOWELS AND TERMINATING BARS SHALL HAVE A STANDARD 90 DEGREE HOOK. ENGINEER ON SITE) OR TO ADJUST FOOTING ELEVATIONS TO AVOID INFLUENCE BETWEEN FOUNDATIONS & IN STRUCTURE AREAS, AT LEAST 1 DENSITY AND MOISTURE CONTENT TEST PER 5000 SQUARE FEET OF • BURIED PLUMBING. SEE TYPICAL FOOTING-TRENCH INFLUENCE DETAIL FOR SIMILAR REQUIREMENTS FOR ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS THROUGH CONTROL AND/OR CONSTRUCTION COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND SURFACE AREA SHOULD BE PERFORMED ON THE SUBGRADE SOILS, AND AT LEAST 1 DENSITY AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. INFLUENCE BETWEEN FOUNDATIONS & BURIED PLUMBIN . DO NOT EMBED PIPING WITHIN OR PASS PIPING JOINTS AND AROUND CORNERS. MOISTURE CONTENT TEST PER 5000 SQUARE FEET OF SURFACE AREA SHOULD BE PERFORMED FOR • LINEAR INTERPOLATION IS PERMISSIBLE. VERTICALLY OR HORIZONTALLY THROUGH ISOLATED FOOTINGS. EACH COMPACTED 8-INCH THICK LAYER OF FILL. TESTING BACKFILL TRENCHES SHOULD BE AT LEAST 1 • PLUS = PRESSURE AND MINUS = SUCTION. CONCRETE MASONRY: DENSITY AND MOISTURE CONTENT TEST PER 100 LINEAR FEET OF TRENCH PER 8-INCH COMPACTED FILL • THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE DESIGNED FOR EDGE STRIP WHERE THE GEOTECHNICAL ENGINEER FINDS AN UNSTABLE CONDITION IS BEING CREATED, EITHER BY ALL MASONRY DESIGN AND CONSTRUCTION SHALL CONFORM TO ACI 530-05/ASCE 5-05/TMS 402-05 THICKNESS. AT 25% OF ANY ISOLATED COLUMN FOOTING LOCATIONS PRESSURES. CUTTING OR FILLING, THE WORK SHALL NOT PROCEED IN THAT AREA UNTIL AN INVESTIGATION HAS BEEN • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE MADE AND THE GRADING PLAN REVISED. AND ACI 530.1-05/ASCE 6-05/TMS 602-05. CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, A MINIMUM OF AT LEAST FIVE (5) DENSITY AND MOISTURE CONTENT TESTS SHOULD BE HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE AT WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE FILL TO BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. PLACE FILL IN STRENGTH OF 1900 PSI (f'm=1500 PSI). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN PERFORMED IN THE BUILDING AREA ON THE SUBGRADE SOILS, ANDA MINIMUM OF PA LEAST FIVE (5) DENSITY AND MOISTURE CONTENT TESTS SHOULD BE PERFORMED PER 8-INCH COMPACTED PRESSURES. LAYERS OF 8" THICK MAXIMUM & UNDER THE DIRECT SUPERVISION OF THE GEOTECHNICAL ENGINEER. 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY CTED THICKNESS OF FILL IN THE BUILDING AREA. TESTING OF BACKFILLED TRENCHES SHOULD BE AT LEAST 1 DENSITY FILL TO BE TESTED TO VERIFY COMPACTION AS REQUIRED BY THE GEOTECHNICAL ENGINEER. WHEN THE WALL HEIGHT EXCEEDS 5-0". AND MOISTURE CONTENT TEST PER 100 LINEAR FEET OF TRENCH PER 8-INCH COMPACTED FILL GENERAL NOTES: THICKNESS. THESE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE TESTS FOR DEGREE OF COMPACTION SHALL BE DETERMINED BY THE ASTM D-1556 OR ASTM D-2922 CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT AND CONFORM TO ASTM C-90. LAY IN RUNNING METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT TEST METHODS. OBSERVATION AND FIELD TESTS SHA L BE CARRIED ON DURING FILL AND BACKFILL BOND UNLESS NOTED OTHERWISE. F'M SHALL BE 1500 PSI (MIN. CMU COMPRESSIVE STRENGTH = 1900 IT IS IMPERATIVE THAT A QUALIFIED FIELD TECHNICIAN BE ON-SITE DURING ALL SOIL PROCESSING AND THE STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL PLACEMENT BY THE GEOTECHNICAL ENGINEER TO ASST T THE CONTRACTOR IN OBTAINING THE REQUIRED PSI). COMPLETE TEST REPORTS THAT DOCUMENT MINIMUM COMPRESSIVE STRENGTH SHALL BE SUBMITTED PLACEMENT. INCLUDE, BUT ARE NOT LIMITED TO, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, DEGREE OF COMPACTION. IF LESS THAN 95 (U.O.N. I SOILS REPORT) PERCENT IS INDICATED, TO THE BUILDING INSPECTOR. GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN ADDITIONAL COMPACTION EFFORT SHALL BE MADE WITF ADJUSTMENT OF THE MOISTURE CONTENT AS CONCRETE TESTING: PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR REQUIRED COMPACTION IS OBTAINED. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE OWNER WILL EMPLOY AN INDEPENDENT TESTING LABORATORY TO PERFORM THE FOLLOWING TESTS AND STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. STRENGTH OF 3000 psi PER ASTM C1019. GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE SUBMIT TEST REPORTS ON CAST-IN-PLACE CONCRETE: OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPICAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR TYPE N MORTAR MAY BE USED IN BRICK VENEER. -ASTM C143 "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE." SLUMP SHALL NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO CAST-IN-PLACE CONCRETE: NOT EXCEED LIMIT INDICATED ON APPROVED MIX DESIGN, OR 6" (WHICHEVER IS SMALLER) DETAILS SHOWN FOR SIMILAR CONDITIONS. ALL WORK, MATERIALS AND CONSTRUCTION SHALL COMPLY TO BE MIXED AND PLACED IN ACCORDANCE WITH ACI01, ACI 506 & 506.2. ALL REINFORCED JOINT REINFORCING - TRUSS TYPE, 9 GAUGE SPACED VERTICALLY AT 16" UNLESS NOTED OTHERWISE WITH ALL APPLICABLE BUILDING CODES, REGULATIONS AND SAFETY REQMT'S. CONCRETE TO HAVE 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: AND CONFORM TO ASTM A-82. -ASTM C39 "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE FOR CLARITY, ALL OPENINGS MAY NOT BE SHOWN ON DRAWINGS. SEE ALSO ARCHITECTURAL, SPECIMENS." CYLINDERS SHALL BE TAKEN FOR EACH MIX DESIGN USED, AND FOR EVERY 50 CUBIC ALL STRUCTURAL ELEMENTS f'c = 4000 PSI UNLESS NOTED OTHERWISE. VERTICAL REINFORCING IN CONCRETE MASONRY (AS REQUIRED) SHALL BE DOWELED INTO THE YARDS OF CONCRETE PLACED. TEST CYLINDERS AT THE FOLLOWING AGES: MECHANICAL ELECTRICAL AND PLUMBING PLANS. ALL OPENINGS AND PENETRATIONS SHALL L -COLUMNS & WALLS: c = 4,000 PSI FOUNDATION AND EXTEND INTO THE BOND BEAM AT THE FLOOR OR ROOF. PROVIDE MIN. 4 X 4 LOCATED AND VERIFIED BY ALL TRADES FROM DRAWINGS MADE BY THEM. CONTRACTOR SHALLL NOT f PROCEED WITH ANY WORK SHOWN ON DRAWINGS IF IN CONFLICT UNTIL RECEIVING CLARIFICATION FROM -BEAMS & ELEVATED SLAB: f'c = 4,000 PSI OPENING AT U BLOCK FOR VERTICAL BAR. CYLINDER AT 3 DAYS, I CYLINDER'AT 7 DAYS, 2 CYLINDERS AT 28 DAYS -OR- HOLD ONE RESERVE ARCHITECT. FOR FRAMING AT OPENINGS, SEE TYPICAL STRUCTURAL DETAILS. -FOUNDATIONS: f'c = 3,000 PSI CYLINDER TO BE TESTED AS REQUESTED BY THE ENGINEER. IF REQUIRED 28 DAY STRENGTH IS PROVIDE REINFORCING IN CONCRETE MASONRY GROUTED CELLS AT EACH SIDE OF OPENING, EQUAL TO ACHIEVED, THE RESERVE CYLINDER MAY BE DISCARDED. l� -SLAB ON GRADE: f'c = 3,000 PSI 1 (� WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR PLAN NOTE H SHOWN FOR ONE THE REINFORCING DISPLACED. MINIMUM REINFORCING SHALL BE EACH SIDE UNLESS REINFORCED CONCRETE JAMB IS CALLED OUT. TYPICAL REINFORCEMENT BAR AT ALL CONCRETE TESTS INCLUDING AIR CONTENT, SLUMP, AND TEST CYLINDERS SHALL BE TAKEN AT THE �y CONDITION, IT SHALL APPLY FOR ALL SIMILAR OR LIKE CONDITIONS UNLESS OTHERWISE NOTED. ALL CONCRETE MIX DESIGN SUBMITTALS SHALL INCLUDEA WRITTEN DESCRIPTION INDICATING WHERE POINT OF DISCHARGE AND FROM THE DISCHARGE END OF PUMP HOSE WHEN CONCRETE IS PUMPED. w EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. PROVIDE JOINT REINFORCING AT 8 AT MASONRY BELOW GRADE, 2 ROWS AT 8 AT TOP AND BOTTOM Q Cn CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS I� AND SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL UNLESS NOTED OTHERWISE, NORMAL WEIGHT CONCRETE (145 PCF) SHALL BE USED WITH 3/4" MAX. OF OPENINGS, (EXTEND 24" EACH SIDE) AND 2 ROWS AT 8" AT BOND BEAMS. UNLESS NOTED PREPARED AND SUBMITTED BY THE CONTRACTOR. (ELEVATED) OR 1" MAX. (SLAB-ON-GRADE) COARSE AGGREGATE CONFORMING TO ASTM C 33. OTHERWISE, WHERE MULTIPLE WYTHES OF CONCRETE MASONRY ARE CONSTRUCTED AND/OR WHERE ADDITIONAL WYTHES OF CONCRETE MASONRY ARE ADDED TO EXISTING WYTHES, EACH ADJACENT WYTHE CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR PROTECT FRESHLY POURED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD AND HOT SHALL BE TIED TO THE NEXT WYTHE WITH TYPICAL JOINT REINFORCING (NEW CONSTRUCTION FOR BOTH w SPECIFICATIONS OF ACI, PCI, AISC, SJI OR OTHER STANDARDS. WHERE A CONFLICT OCCURS WITHIN THE TEMPERATURES. START CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM THE CONCRETE WYTHES) OR POST-INSTALLED TIES APPROVED BY ARCHITECT/ENGINEER (ADDITION TO EXISTING ., CONTRACT DOCUMENTS, THE STRICTEST REQUIREMENT SHALL GOVERN. SURFACE AFTER PLACING AND FINISHING. ALL CURING DROCEDURES TO FOLLOW ACI 308. CONSTRUCTION) WITH SPACING/LOCATIONS MATCHING THE SPACING/LOCATIONS FOR TYPICAL JOINT • MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE. PROTECT CONCRETE FROM DAMAGE AND REDUCED STRENGTH CAUSED BY FROST, FREEZING ACTIONS AND REINFORCING DESCRIBED IN THE GENERAL NOTES. w LOW TEMPERATURES IN COMPLIANCE WITH ACI 306. CONCRETE MASONRY UNITS SHALL BE CUT BELOW CONCRETE BEAMS OR BOND BEAMS AS REQUIRED IN THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY ORDER TO GET CONTINUOUS BEAM OR BOND BEAMS AT THE PROPER ELEVATION. Q ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. FOR DIMENSIONS NOT SHOWN PROTECT CONCRETE FROM DAMAGE AND REDUCED STR NGTH CAUSED BY HIGH TEMPERATURES IN ON STRUCTURAL DRAWINGS, SEE ARCHITECTURAL DRAWINGS. DO NOT SCALE FOR DIMENSIONS NOT COMPLIANCE WITH ACI 305. UNIFORMLY COOL WATER AND AGGREGATES BEFORE MIXING TO OBTAIN A ALL CELLS BELOW GRADE AND SLAB ON GRADE SHALL BE GROUTED. STRUCTURAL DRAWING INDEX & LOG W SHOWN ON DRAWINGS. SEND WRITTEN REQUEST FOR INFORMATION TO THE ARCHITECT FOR DIMENSIONS CONCRETE MIXTURE TEMPERATURE OF NOT GREATER T AN 90 DEGREES FAHRENHEIT AT POINT OF NOT PROVIDED. PLACEMENT. HORIZONTAL BEAMS, BOND BEAMS AND REINFORCING SHALL BE DISCONTINUOUS AT CONTROL JOINTS. ry ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WITH WHERE NEW CONCRETE IS TO BE POURED ONTO EXISTING CONCRETE, ROUGHEN AND CLEAN SURFACE OF 16" DEEP BOND BEAMS MAY BE CONSTRUCTED OF 8" U BLOCK BELOW AND 8" STANDARD BLOCK ABOVE F•� ARCHITECTURAL DRAWINGS. RESOLVE ALL DISCREPANCIES WITH ARCHITECT PRIOR TO START OF THE ADJOINING AREA AND COAT WITH SIKADUR 32 HI MOD OR AN APPROVED BONDING AGENT. WITH BREAK AWAY TOP PART OF WEB. CONSTRUCTION. DO NOT SCALE DRAWINGS COORDINATE THE STRUCTURAL DOCUMENTS WITH THE N ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. ARCHITECT/STRUCTURAL NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. SEE ARCHITECTURAL DRAWINGS FOR LAYING MASONRY AND LOCATION OF OPENINGS. ARCHITECT SHALL m w ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. BE RESPONSIBLE FOR THE DESIGN OF ALL FLASHING, Of SEE ARCHITECTURAL, ELECTRICAL, MECHANICAL, FIRE PROTECTION AND PLUMBING DRAWINGS FOR DRIPS, 4,7 CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND CHAMFERS, REGLETS, SLOTS, SLEEVES, RUSTICATIONS, INSERTS ANCHORS AND OTHER EMBEDDED ITEMS FACE SHELLS OF BED JOINTS SHALL BE FULLY MORTARED. WEBS SHALL BE FULLY MORTARED IN ALL PROCEDURES OF CONSTRUCTION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, NOT NOTED ON STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING & COURSES OF PILASTERS, PIERS, COLUMNS, IN THE STARTING COURSE ON FOUNDATIONS WHERE 00 ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS. CONTRACTOR HAS PLACING ALL EMBEDDED ITEMS SHOWN ON DRAWINGS ADDITIONAL ITEMS NOTED IN THIS NOTE, AS ADJACENT CELLS/CAVITIES ARE TO BE GROUTED, & WHERE OTHERWISE NOTED. SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY REGULATIONS FOR ITS EMPLOYEES. REQUIRED BY OTHER TRADES. o NO STRUCTURAL CHANGE FROM THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE IN THE ALL OPENINGS REQUIRED BY OTHER TRADES ARE TOB COORDINATED W/ARCH. & MECH. DWGS., AND SHOP DRAWINGS S0.0 DESIGN CRITERIA AND GENERAL NOTES • FIELD UNLESS WRITTEN APPROVAL IS OBTAINED PRIOR TO MAKING SUCH CHANGE. CHANGES WITHOUT ARE SUBJECT TO STRUCTURAL ENGINEERING APPROVAL DESIGN OF PRE-ENGINEERED SYSTEMS SPECIFIED IN THE CONTRACT DOCUMENTS WHICH ARE S1.0 FOUNDATION & FIRST FLOOR PLAN • THE WRITTEN APPROVAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONDITION SHALL DESIGNED ENGINEERED BY OTHERS IS THE SOLE RESPONSIBILITY OF THE DELEGATED ENGINEER. BE REPAIRED OR REPLACED AS DIRECTED. ALL OPENINGS IN CONCRETE SLABS SHALL BE LOCATED, SIZED AND REINFORCED (WITH THE EXCEPTION SUBMITTALS OF SUCH SYSTEMS SHALL BE SEALED BY AN ENGINEER LICENSED IN THE PROJECT STATE. S1.1 FIRST LEVEL WALL FRAMING AND LINTEL PLAN • OF SMALL OPENINGS AND/OR SLEEVES OF A SIZE THAT WILL NOT DISPLACE OR INTERRUPT THE STRUCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. SHOP DRAWINGS S2.0 SECOND LEVEL HOLLOW CORE FRAMING PLAN • THE MECHANICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF THE REQUIRED INSERTS WITH THE CONTINUITY OF THE REINFORCING) AS SHOWN ON RESPECTIVE FLOOR PLANS AND DETAILS. ALL SHALL DETAIL ALL CONDITIONS IN ACCORDANCE WITH SPECIFIED STANDARDS AND THE SPECIFIC S2.1 SECOND LEVEL WALL FRAMING PLAN • GENERAL CONTRACTOR. REFER TO MECHANICAL DRAWINGS FOR SUPPORT STRUCTURES AND INSERTS. OPENINGS IN SLAB LESS THAN 10" SHALL BE COORDIN TED WITH ARCHITECTURAL & MEP DRAWINGS AND REQUIREMENTS OF THIS PROJECT AS INDICATED IN THE PROJECT DOCUMENTS. THE MECHANICAL CONTRACTOR SHALL FURNISH ALL NECESSARY STRUCTURES FOR MECHANICAL ARE SUBJECT TO STRUCTURAL ENGINEER'S APPROVAL. ANY ALTERATIONS REQUIRE APPROVAL OF THE S2.2 SECOND FLOOR & LOWER ROOF TRUSS FRAMING PLAN • EQUIPMENT, HANGING DEVICES AND INSERTS FOR INSTALLATION OF MECHANICAL EQUIPMENT. STRUCTURAL ENGINEER. (SEE TYPICAL SLAB OPENING DETAIL). THE CONTRACTOR SHALL SUBMIT, AS REQUIRED, PRINTS OF SHOP DRAWINGS FOR ALL FABRICATED S3.0 THIRD LEVEL WALL FRAMING PLAN • FOR ELEVATORS ASSOCIATED WITH THIS PROJECT, EDGE OF SLAB OPENINGS AT PIT, FOUNDATION, DEFECTIVE AREA IN CONCRETE INCLUDING, BUT NOT UNITED T0, HONEY-COMBING, SPALLS, AND CRACKS MATERIALS TO ARCHITECT FOR REVIEW. S3.1 UPPER ROOF TRUSS FRAMING PLAN • FLOOR FRAMING AND ROOF FRAMING HAVE BEEN COORDINATED FOR DIMENSIONS, SLAB EDGE WITH WIDTHS EXCEEDING 0.01 INCH SHALL BE REPAIRE . EXTENT OF DEFECTIVE AREA TO BE DETERMINED REVIEW OF SHOP DRAWINGS BY THE ARCHITECT ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE SCO FOUNDATION SECTIONS AND DETAILS • SUPPORTS, HOIST BEAM SUPPORTS AND RAIL SUPPORTS BASED ON ELEVATOR CUT SHEETS PROVIDED BY THE STRUCTURAL ENGINEER. SOLE RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THOSE SHOP S5.0 TYPICAL CMU SECTIONS AND DETAILS DURING THE DESIGN PHASE FOR THIS PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR DRAWINGS • . COORDINATING WITH THE ELEVATOR MANUFACTURER FOR THE ELEVATOR(S) TO BE INSTALLED ON THE S6.0 TYPICAL HOLLOW CORE SLAB SEC11ONS AND DETAILS • DESIGN PROJECT AND SHALL ADJUST SLAB OPENING DIMENSIONS, PROVIDE MISCELLANEOUS FRAMING CONCRETE SLABS ON GRADE: SHOP DRAWINGS REQUIRING A SPECIAL ENGINEERING DESIGN BY THE FA SHALL BE STAMPED STT TYPICAL WOOD FRAMING SECTIONS AND DETAILS • REQUIRED FOR SLAB OPENING ADJUSTMENTS, SLAB EDGE SUPPORTS, RAIL SUPPORTS AND HOIST BEAM SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" BY A REGISTERED ENGINEER OF RECORD IN THE STATE IN WHICH CONSTRUCTION WILL OCCUR BEFORE SUPPORTS, AS REQUIRED. CONTRACTOR SHALL COORDINATE WITH ARCHITECT FOR ALL REQUIRED AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR SUBMITTING FOR REVIEW BY THE ARCHITECT/ENGINEER. S7.1 TYPICAL WOOD FRAMING SECTIONS AND DETAILS . CRITERIA ADJUSTMENTS AS NOTED AND SHALL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH ANY REQUIRED PREVENTION OF SUBTERRANEAN TERMITESS7.2 TYPICAL WOOD FRAMING SECTIONS AND DETAILS • ADJUSTMENTS NOTED ABOVE FOR INSTALLATION OF ELEVATOR .S) AT NO ADDITIONAL COST TO OWNER. COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF ALL APPLICABLE SPECIALTY ITEMS INCLUDING, BUT AND C.J. DENOTES CONCRETE SLAB "CONTROL JOINT" WHICH SHALL BE CUT INTO THE SLABS AT A DEPTH OF NOT LIMITED TO, PRECAST CONCRETE, CURTAIN WALL GLAZING SYSTEMS, LIGHT GAGE STEEL FRAMING, S8.0 BUILDING SECTIONS • FORMWORK & SHORING: '/a TIMES THE THICKNESS OF THE SLAB WITHIN 12 HOURS OF PLACING THE CONCRETE. MAXIMUM ORNAMENTAL GUARDRAILS, SKYLIGHTS, AND STAIRS SHALL BE SEALED AND SIGNED BY A PROFESSIONAL GENERAL THE FORM AND SHORING SYSTEM SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER IN SPACING OF INTERIOR SLAB CONTROL JOINTS, UNLESS OTED OTHERWISE, SHALL BE 16'-0" (MAX.) IN ENGINEER LICENSED IN THE STATE IN WHICH THIS BUILDING SHALL BE CONSTRUCTED AND SHALL BE EACH DIRECTION. CONSTRUCTION OF CONTROL JOINTS HALL BE LOCATED SUCH THAT THE AREA AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION. ACCORDANCE WITH ACI 301 & 347 "RECOMMENDED PRACTICE FOR CONCRETE FORMING". CONTAINED IS 600 SQUARE FEET MAX., WITH A MAXIMLM RATIO OF LONG TO SHORT SIDE OF 2 TO 1.. THE OWNER WILL NOT PAY FOR ADDITIONAL CHARGES DUE TO RE-DETAILING FEES ASSOCIATED WITH A NOTES FORMWORK FOR POST-TENSIONED SLABS SHALL ALLOW HORIZONTAL MOVEMENT OF CONCRETE SLAB CONSTRUCTION JOINTS SHALL BE USED IN PLACE OF CONTROL JOINTS WHERE NEEDED TO THREE-DIMENSIONAL DETAILING PROGRAM. THE DETAILER SHALL ESTIMATE AND INCLUDE ANY COSTS IN DURING STRESSING OF TENDONS. INTERRUPT A CONTINUOUS POUR. SLAB CONSTRUCTION JOINTS SHALL BE KEYED. THE BASE BID ASSOCIATED WITH RE-DETAILING FEES AS A RESULT OF CHANGES AND/OR REVISIONS SHORING AND RE-SHORING PLANS MUST BE SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER PLACEMENT OF WELDED WIRE REINFORCEMENT IN SLAB, WHERE SPECIFIED, SHALL BE AT CONSISTENT MADE TO THE SHOP DRAWINGS DURING THE SHOP DRAWING REVIEW. AND SUBMITTED WITH CALCULATIONS. CALCULATIONS FOR THE RE-SHORING PROCESS MUST INCLUDE DEPTH OF 1"-2" FROM T/SLAB. WELDED WIRE REINFORCEMENT SHALL BE PROPERLY CHAIRED ABOVE ENGINEER SHALL BE FOR CONFORMANCE WITH CONTRACT DOCUMENTS WITH REGARD TO THE THE POURING AND THE STRIPPING CYCLE BASED ON THE CONSTRUCTION SCHEDULE. THE ASSUMED GRADE. OVERLAP EACH REINFORCING SHEET TWO FULL PANELS AND TIE CROSS WIRES ON EACH SIDE. ARRANGEMENT AND SIZES 0 MEMBERS SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS AND THE CONCRETE STRENGTH AT THE TIME OF STRIPPING ANY NEW SLAB AND MUST BE SUBSTANTIATED BY PROVIDING CONCRETE MIX DESIGN AND EXPECTED STRENGTH GAIN WITH AGE. THE CALCULATIONS MUST WELDED WIRE REINFORCEMENT SHALL BE SUPPLIED IN LAT SHEETS. DELEGATED ENGINEER INTERPRETATION OF THE DESIGN INFORMATION INCLUDED IN THE CONTRACT °,+°`` -�1)�' �ii�;, M, s Lou P o n t i g o a n d DOCUMENTS. SUCH REVIEW BY THE STRUCTURAL ENGINEER SHALL NOT IMPLY ANY RESPONSIBILITY FOR °°° .•°•' ••.� % 1 `m SHOW THAT THE SLABS SUPPORTING A NEW SLAB ARE NOT OVER-STRESSED BASED ON THE ASSUMED THE ACTUAL DESIGN OF SUCH SYSTEMS. CONTRACTOR SFU °° •o' (� "•.o ;: ;.. x Associates, Inc. STRENGTH AND THE AGE AT THE TIME OF POURING. ALL RE-SHORING CALCULATIONS SHALL INCLUDE REFER TO ARCHITECTURAL/MECHANICAL FOR SLAB FINI HES, SLAB DEPRESSIONS, THICKENED SLABS (IN HA LL RESPONSIBILITY FOR DIMENSIONAL �' \.p. - 'R;` , ° w T R CALCULATIONS FOR MUD SILLS AND ANY CONSTRUCTION LOADING SUCH AS CONCRETE PLACING BOOM ADDITION TO THICKENED SLABS NOTED ON STRUCTURALDRAWINGS), ELEVATIONS, AND ENCASED OR ACCURACY AND CONFORMANCE WITH THE INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS. zti 0 fi� .• � : S U C T U R A L {# 1 ENGINEERS SUPPORT ETC. EMBEDDED ITEMS. W � ; '� �: d-4 ���� ��,� �� ���� ,�� SEE GENERAL NOTES FOR DESIGN CRITERIA AND ADDITIONAL REQUIREMENTS. FOOTINGS, HOLDDOWNS, w FASTENERS, ETC. INDICATED WITHIN WHICH SUPPORT A PRE-ENGINEERED ITEM ARE PRELIMINARY AND a tn y n 'y "�� ti f420 Osceola Avenue FINAL SIGNED AND SEALED SHORING AND RESHORING DRAWINGS SHALL BE ISSUED TO THE ENGINEER OF PLUMBING AND ELECTRICAL CONDUITS SHALL BE PLACE BELOW THE SLAB AND NOT WITHIN THE SLAB. , ,c� � Drawn by: JSJ RECORD FOR THE PROJECT AND THE THRESHOLD BUILDING INSPECTOR FOR HIS USE TO INSURE VERTICAL PENETRATIONS ARE ALLOWED. SUBJECT TO CHANGE AFTER REVIEW OF THE PRE-ENGINEERED SHOP DRAWINGS. THESE SHOP DRAWINGS M op o ,xis `v )ax. Beach, Florida 32250 COMPLIANCE WITH THESE DRAWINGS. NO FLAT SLAB SHALL BE STRIPPED AND RESHORED UNTIL SHALL ALSO BE SUBMITTED TO THE BUILDING DEPT. AS A DEFERRED SUBMITTAL TO THE PERMIT �'t� �,� Ph. 904-242-0908 Job: JCXR-14-00328 DOCUMENTS. ' ° 0' `' `"� '� � k CONCRETE HAS ACHIEVED A MINIMUM OF 85% OF DESIGN STRENGTH AND 72 HOURS OF AGE. BASED ON COLUMN BOX-OUTS SHALL BE USED TO ISOLATE AN A EQUATE AREA AROUND COLUMN BASE PLATES '',✓ �`f 'f m ,,,•,p°•°'� ° a'&�' FL: CA# 8344 SC: CA# 3579 Sheet THE LOWEST CONCRETE TEST. TO PROVIDE FOR COLUMN PLACEMENT AND LEVELING. OX-OUTS ARE TO BE CLEAN AND FREE OF 'vU1NEti FIELD@LP-A.COM DEBRIS TO TOP OF FOOTING PRIOR TO FILLING WITH CO CRETE. COLUMN BOX-OUTS ARE NOT REQUIRED '''�ruq,�,�,ir��,,,,�N1''�"',° SO.0 IF STEEL COLUMNS ARE PLUMB AND FULLY GROUTED PRIOR TO PLACEMENT OF SLAB.: PERMIT SET Sht. 1 of 15 Shts. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 80'-10" /11 70'-10" 6 -0 ' V 4p-0)) 01 -------------i 5 ----------------------------- 5 rj ------------------------------- i S4.0 ' S4.0 S4.0 2002 San Marco Blvd. Suite �-'--- Jacksonville, FL 32207 ------ -- - 904-396-4420 - - - - - - - - - - - www.jaycoxorchitects.com ME20 !I 4" CONCRETE SLAB ON GRADE w/ 6x6 I Issue W1.4xW1.4 WWF OVER10MIL VAPOR � I BARRIER, ALL OVER TERMITE TREATED, I N N COMPACTED CLEAN FILL SEE 1/S4.0 FOR T/SLAB SLAB JOINT INFORM TION. COORDINATE °°I N 7t w SAWCUTS WITH FINISH, SUBMIT PROPOSED I o PLAN FOR REVIEW Y ARCH/ENG � 1 vl a U _ ! I Q o I 10o V) < I f w I �E20 4 8 S4.0 S4.o I G 11 MF-2 I 1 � I 1 " - - � -' w o i - - - - - U i cwB FINi i i MF-2 i ME20 i MF 1 d� ELEV=SHJJ - ' - - - - - - - - - - - -I - - - __ 111111 111111111 11iff mil I WHIM L _ - - - 11--�- - T/SLAB I I SIM 3 4„ / +O'-0" L! T L 4 ME20 ! 5 I 5 4\ �� I I 1 1 S4.0 I S4.0 1 S4.0 o I s4.o L 5 � - J L_ - - - I -n- -�- r-- _-� L-,r--- - - o U) I 1 SLOPE S'_j I -1 o - - - - -�-- I - --- ,- --- - - -- TM FM I I to L - - - - - - - - - - - - � 4 N r - - - - - MF-2 I ! ' � - ( 1 �� J 1 MF 2 4 s4.o I I _T TV 2 ------------- --------- ^2 _ LS4.0 _ - - ----1- � 1 - I . .... I 1 i_ T -1 T 10"x10" CAST-IN 5 0° L41L� 4 - F-2 - - - - - - - - - - �I � PLACE CONC. 's4'o s4.0 COLUMN, SEE 1/S4.0 ME20 wCID C) r cin ME20 it I w w F - - � �--- I---- - I I N o '711111 mr- ��� �, I I w 10"x10" CAST-IN I;' I I - 1 I PLACE CONC. � �� 1 COLUMN, SEE W 1 1/S4.0 Q 0 1 I 54.0 I Co � 1 w F3.o to I _ I I I 10"x10" CAST-IN W F6.0 F6.0 _ F6.0 - F6.0 - _ _ _ s4.o I PLACE CONC. I----- - - - COLUMN, SEE 1/s4.0 O _ _ 1 F3.0 � I ' --- -----------3-------------------- ----------------- -- ------------ - ------ ---- - ;; , -- ------------------- - - I.; -- -- ............ -------------------------�I- - - - - ----- -54.0 ----L -- - T �- - -r - - -� �- - - - -' 1 >, ,> 7 » I 12'-978" 7,_97/8„ I I ! 31'-11%4" 5 _738 2 - �4 13'-45/8" 11 -11 �8 12 -0 I7.1 S60 I 1 -------------- --------------- FOOTING SCHEDULE AND NOTES FOUNDATION 8 FIRST TYPE LENGTH WIDTH DEPTH BARS » 22-021 3- 5 EA. WAY BOT. FLOOR PLAN F2.0 2 -0 2 -0 12 # F3.0 3'-0" 3'-0" 12" 4-##5 EA. WAY BOT. 4^ F6.0 6'-0" 6'-0" 16" 6-##5 EA. WAY BOT. MF-1 CONT. 1'-6" 12" 2-##5 CONT. BOT. MF-2 CONT. 2'-6" 16" 4-##5 CONT. BOT. FOUNDATION Et FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" ````,,,``ettttgpua°°uryt#3iy PLAN NOTES ,..•°°°°°.°�• ';. Lou P o n t i g o a n d 0 THE 1). FX.X OR CX.X DENOTES FOOTING TYPE SEE SCHEDULE ;THIS SHEET. - DATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED T Associates, Inc. 1. THIS FOUNDATION 2). STRUCTURAL ELEVATIONS ARE BASED ON `MAIN SLAB DATUM ELEV. 0 0' r x F ( ') w',a � 9 . y STRUCTURAL DIMENSIONS CONDUITS, ELECTRICAL EMBEDS, EE CIVIL FOR AC UAL ELEVATION. " �' do � y x FOUNDATION. FOR GENERAL FEATURES, ' WN HERE IN FOR S g n 1 SEE ARCH. PLAN. ARCHITECTURAL PLAN SHO _ a `�+,� -� "" � 4 ` ENGINEERS STEP HEIGHTS, ECT., 3). TOP OF SPREAD FOOTINGS 24 BELOW FINISHED FLOOR, ELEV. (-2 0 ), U.O.N. REFERENCE ONLY. SEE ARCH. FOR C U DIMENSIONS, FLOOR SLOPES AND _STEPS NOT SHOWN. °� '���'�� �r rt 420 Osceola Avenue ;%rka � raven JSJ 4) PROVIDE SLAB CRACK CONTROL JOINTS PER DETAIL 1/S4.0 AT 16'=0" O.C. MAX. w z Y' cn ;p �„ Jax. Beach, Florida 32250 N ACCORDANCE w LOCAL BUILDING CODES. w° �~ ry TGS. & FND. SHALL BE / 5)' `� Job: JCXR-14-00328 �'i� �'�V 1960 �\�®^' q 1 � I�"#�, & Y � � %��,3v: 2. F COORDINATE SLAB JOINTS w/ ARCH. FINISH. Ph. 904-242-0908 r 8); PROVIDE CORNER I kRS TO MATCH CONTINUOUS FOOTING REINFORCEMENT PER 3/S4.0. � � �`� � FL: CA# 8344 SC: CA# 3579 Sheet 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODJrIED 7), SEE 6/S5.0 FOR C U CONTROL JOINT IN+ WALL. PROVIDE FULL HEIGHT OF BUILDINGS '� �� ' µ` k„ t "n1�,,:aaaaaaan,uo•"+t FIELD@LP-A.COM PROCTOR IN ACCORDANCE WITH ASTM D 1557. S1 .0 4. PROVIDE ##4 TRANSVERSE BAR @ 32" O.C. PERMIT SET Sh t. 2 of 15 Sh ts. 1 &3 5 it i3 4 . - - DO NOT MEASURE DRAWINGS 70'-10" NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES I I - ------ - ----------------------------- -------------------------------------- - I I i I I I I I I I I I I id ! --- _--- LB-1 - ---- — LB-1 I 2002 San Marco Blvd. Suite 200 I Jacksonville, FL 32207 F AA26001325 i 904-396-4420 www.jaycoxorchitects.com I I " 6'-0 N I I Issue j p- 0 o 1 I 00 1 � 00 i I i i j I LB-0 Aljilml 4>-O» --- ------ �— �. I N I I o CONC. BEAM, SEE 5/S6.0PEI _ _ I --- ---- 1 — i I -----__ __ -- T m Jul 1 Ly_ �727 `I"` - I I I 1 10 I Io \ 1 I I I I I .I ANGLE OR HANGER I o 1 I Im I Im - i I 1 I I -j 1 1 J FOR PLANK OVER I I ELEV. DOORWAY, 1 H.C. SUPPLIER ----IlTrrffn -- ---- 1 _� l 1 LB-0 LB-0 -- - -- -- --- -- I - --------------- - T1 F Io — p I II - - I I I I --------------------------------------- LO ------------ --------------- fi 1 1 m s` 1 1 m 2 -- 2 0 r . S8.0 I I 1 i3 l S8.0 _ I 00 1 10 t I I CAST IN PLACE STAIRS, SEE I I �. I I I I 1/S1.1 I I _ I L/ 11 I V L I 00 1 1 I I I 11��1 a" 1 ( I • #5 ® 10" 0.C. i I � � TOP & BOT. w I LONGITUDINAL Q I S I V-6)) w { � i o 4 I LB-1 LB-1 LB-1 LB-1 LB-1 0 i CASTIN PLACE ---------------------------------------------------- , ----------- ---------- I-� - a CONC. BEAM STAIRS, SEE 1/S1.1 ------------------ ---------- ---------------------------------------------------� I I L------- --------J j v 1 q o , I ° q:. #5 © 10" BOT. EA WAY FIRST ��� NOTE: SEE ARCH. FOR STAIR LEVEL A � d TREAD AND RISER P - c,Q \�\• d DIMENSIONS.(TYP) WALL FRAMING FIRST ;LEVEL WALL FRAMIN AND (LINTEL PLAN AND LINTEL SCALE: 1/4" = 1'-D" � #5 @ 10 0.C. ° PLAN PLAN NOTES: 1) PROVIDE GENERAL REINFORCING IN CM WALLS PER DETAIL 1/S6.0 T/SLAB 1'-6» AK 2) PROVIDE REINFORCING AT OPENINGS IN MASONRY WALLS PER DETAIL 2/S6.0 SEE PLAN N,, Y�� 3) PROVIDE HORIZONTAL/CORNER SPLICE IN MASONRY WALLS PER DETAIL 3/S6.0 .d ,,` ,,•.._...•,, r`� tz w Lou P o n t i g o a n d 4 LB DENOTES CMU LINTELS, SEE 4/S6.0 Associates, Inc. � �° �o `d✓ ,� . � � STRUCTURAL TYPICAL LONGITUDINAL =� : `�,r o�, � t ENGINEERS 420 Osceola Avenue #5®10"O.C. = w1 : , nor . SECTION THROUGH STAIRS = ter :�` � � � Drawn by: JSJ TOP 8c BOT Jvs ;<O ;• ; Jax. Beach, Florida 32250 TRANSVERSE �` M-,-' 6 ni/ + ,.� ` _ Ph. 904-242-0908 Job: JCXR-14-00328 FAIR REINFORCEMENT ,'� A ° ••••°°" FL: CA# 8344 SC: CA# 3579 Sheet 1 SECTION FIELD@LP-A.COM 'rvrrunrmur►uur'v S1.1 SCALE: 3/4"=1'-0" S1 .1 PERMIT SET sht. 3 of 15 shts. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 80'-10" 15'-63/4" 11'-9" 20,_9„ 9'-9„ 13'-0� „ 1 1 — 4 6,—011 4'—O/81, CANTILEVER 1 10 T/CMU WALL -T ,- CANTILEVER T/CMU WALL . 5-rriTrs N 2002 San Marco B l vd.� I ]TI II Suite 200 rBn�5 -1 Etn --T—,-- IijITFL T' T-,7-T, + T LB—1 i Ii I II ' LB-11 I ! ' , -- Jacksonville, FL 32207 I AA26001325 904-396-4420 3 ' I I� -j I I I , I II I 3 www.jaycoxarchitects.com I 6-� I I I N rN + (n ' Tl TOPPING I � �! T/TOPPING! k 1 „ I k 00 — I ,frr - - ' - r rru ._ 2 �/CMU WALL. I I 1 0 � I I ! - I 1 I I II k I I I it t , LL S6.01 O ' 5 ! _ I ! I I IIS TI/CN1 U 'WALL! T/CM 1p ALL $6.0 ! T/CMU WALL +'8, 18 . I ! I I I I I_rl I +9,_�i» ! +8'-0" -------- T, a .s�-sn'�.a_. ''f 7 m m rmT •, �.�-' --- - - -- J I 1 I 1 5`I r-.- r �T�rl =Zfi9 � I I 1 T TOPPING r T/PLAN I I.� T/PLAN I ! ! ! ! ! I I ! ! ! I=1 ! - - - - I I , , „ I I_I �10 -2 I I /`SUPPLIER TQ PROVIDE I ! [=1 �'�[�(PLANK ' I I I U U- L S-1EP'" II � ' k--I I !T C U W " I _I ! I I ! ! I ! I AN ANGLE OIR HANGER8'-8" I ;I ! ' I FOR PLANK DVER ! Lj L E V. D 0 0 R VA Y tu==�.L--4-zrl- �_ .- ^I �I(�I2I�IT_fiITITTI1Il 1711 (Tf11�I�11�111Li�lIIIT� ! I I I --- ----=== —�iTlf II _ s I - L r�._TLrtIIr -'-, I � m o J-----�+�-- —'---J,O EEM III c- 2 -- T Ln CI�I WALL (CMU -O„WJT/CMU WAL - 5s.o ' -4elkL ;I! - - ---—-------_ ----------- �-- G S8.0 ^ r� m mmm mmmm �m _ � rnmmrr��7 n7 a I Ll I_ r rrlT r r trn rnT rni ll�(�Ill �1(f�(l�(�f (1�L Ill f l](11(T'(11(l�(Il I I Ily I T/TOPPING'' T/PLAN r! T/PL ANK+10 _2 ' n +9 4, - --� �.. +8p-8p)» i (�— �l—� A !TYP. Tr�tl , S6.0 ! I I � I •.- I I I I I I I I I- i _ l'I 1lTI Ii 11�I11 Ill rT , 1=f'-- ! ! 1=1 n . TYP I 9 'I'I w 7 TYTOPPING 5o Q ! ! ! 110 -2 » ! ! I ! ! II I Ii E=1 I T/CMU WALL H 11 , + I ! ! I i !';r I L=1 +8 -0» ! I ' T/PLANK ! I I I I ! II I ! I I 1= ALL STEPADDU ,LO I T/C +T/10TO—PMU ' 2WALL PING ' K I9 — T/ LANt; KPL +9 [!' 1n ' w 4 ,_ I 56.0 +8 i �.- ' 1 I� LOWER AREA: HCS 1 I , I I !I ! 1 � I — I � --_-___ _ __ _ _ j I �I ���� ----! -=--- (x - ) ID ---- ! ! __71 (� ----r - I - � 1 �I I TO BE SUPPORTED - - ,-- -r- -� r- -- ��-- �! I ' �IDIDIDID,�-� ----- I - =1 ! BY COLUMNS WITH LB-1 I o LB I I LB-1 I i ba II LBi1 ! LB-1 T �I � ( NO BEAMS OR TO ___ 1- ---------- - - =��-�-- ---------- - c �I - ! L I I BE CAST I N PLACE I \:T/CMU WALL 1 3 CANTILEVER — +8'_g" 56.0 CANTILEVER " I s6.o T/CMU ALL k' I I ^ T/CMU WALL i CANTILEVER In +9'-4" '_� -------- 5'-35/8» 2'-63/4» 16 -04" 16'-0» �x 10,_9„ SECOND 70 -31 LEVEL SECOND LEVEI HOLLOW CORE FRAMING PLAN HOLLOW SCALE.A/4" = 1'-- " PLAN NOTES: CORE 1) TOP: OF HOLLOW C RE SLAB TOPPING EL. SEE PLAN 2) 8" ?H.C.S. + 2" DENOTES 8" HOLLOWCORE CONC. SLAB + 2" BONDED"STRUCTURAL +CONC. TOPPING FRAMING 3) DESIGN OF H.C.S. TOPPING IS THE RESPONSIBILITY OF THE MANUFACTURES DELEGATED ENGINEER. PLAN 4) PROVIDE GENERAL REINFORCING IN CMU WALLS PER DETAIL 1/S6.0 5) PROVIDE REINFORC NG AT OPENINGS IN MASONRY WALLS PER DETAIL 2/S6.0 6) PROVIDE HORIZONTAL/CORNER SPLICE IN MASONRY WALLS PER DETAIL `3/S6.0 7) PROVIDE CONTROL JOINTS IN MASONRY WALLS PER DETAIL 6/S6.0 Lou Po n t i OQ o a n d pm4Associates, Inc. °° STRUCTURAL °iS. ;�" r ENGINEERS ST 7'j o 420 Osceola Avenue � " rn .-s� f � Drawn by: JSJ ti Jax. Beach, Florida 32250 %ct'y 0 0� $' Ph. 904-242-0908 Job: JCXR-14-00328 '% f . A °}°° ` 6 FL: CA# 8344 SC: CA# 3579 Sheet r� ........... °°b t.s t r'`"trc rJ� • t + FIELD@LP-A.COM S2.0 - PERMIT SET sht. 4 of 15 shts. I DO NOT MEASURE DRAWINGS SYMBOLS LEGEND NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTESDESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d ® j DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE _ FIELD" DESIGNATES THE HEADER SIZE AND (2)2x8-1/2 NUMBER OF PLY'S DESINATES NUMBER, 2)2x6--1/1 HEADER SIZE & JACK/KING STUDS SW NAILING: NEEDED FOR SUPPORT HEADER. (2)2x6-1/1 I (2)2x6-1/: (2)2x6-1/1 Marco Blvd. I� Suite 200 BEAM OR TRUSS, SEE PLAN Jacksonville, FL 32207 AA26001325 ANCHOR LEGEND ril I 904-396-4420 STRAP HEADER PER I � IOSB WALLwww.jaycoxarchitects.com I DETAIL 1/S2.1 I; SHEATHING I I ! I A307 DIAMETER FULL HEIGHT I ` THREADED ROD, SEE DETAIL 1/S5.4 Issue N I ( I FASTEN TOP OF x C\j �I_ I �I I i SW PER DETAIL ? z i0 w I -I \ / `5 THREADED IAMETER ROD, SEEULL DETAIL 1/5.4 9/S7.1 i i Q �, W A307 / M z � I I z I I i 4 00 3i§" A307 DIAMETER THREADED ROD 'n TEROQ J \ I N ® PLATE, SEE ETAIINATES AT LS/35 4 TOP o I I II I IN Z I I I V A307 DIAMETER THREADED ROD o S NAILING: (95 TERMINATES AT FIRST FLOOR TOP Z (.0 I 0 I ~ II I d®3"/6" PLATE, SEE DETAIL 1/S5.4 J \ I Q Q I � z ® 1 U) N f I I I 12" LONG LIGHT GAUGE STRAP j i �_ I I\ _._-\ -----_.-_� J \_ ________. ._ \ �t i - C. LSTA12 FASTEN TO TOP PLATE AND STUD WITH 5-10d COMMON F' II I I I FASTEN TOP of �- =' WALL STUD SCHEDULE I I I SW PER DETAIL ` �i z PLATE STUD SIZE I V I 9/57.1 I �I �' 00 LOCATION HEIGHT & SPACING _ EXTERIOR 9'-1" 2x4 SPF#2 ® 16" O.C. � I I� OP y I MAX -� - --- - - ----- - -- --- --- ---- - - - - ---- i I- - -HEADER - -- BM-9 I 00 i `— EXTERIOR _ _ - '` � � r�� I I MAX 2x4 SPF#2 ® 12" O.C. - I ( I OSB WALL - x EXTERIOR 10'-i TO NI /o 1 I I 1 1 ,� I SHEATHING OSB WALL ~ 2x6 SPF#2 16" O.C. xITT m I N CD 14'-0" STRAP HEADER PER r ! ! I z ( I SHEATHING _D \ INTERIOR IMAX 2x4 SPF#2 ® 16" D.C. N SW—NAILING: FASTEN TOP OF �_ \ ,r_o" 2x6 SPF/J2 ® 16~ D.C. Q } I DETAIL 1/S2.1 M SHEARWALL PER f I I SW NAILING: I z MAX 2x4 SPF#2 0 12" D.C. I` OSB WALL 8d@3"/6" Q M P a M INTERIOR SII SHEATHING DETAIL 10/S7.1 I z 8d®3"/6" �� - 00 snlo No1rEc_ 00 r' I I 'TRUSS I1 !� 14-== - - I N � - % 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE — - - JJ ------------- -------------------- ( � - - - - - - - - - ` ` \ \` 2 2x6 2. MINIMUM STUD SIZE AND SPACING ARE SHOWN. IT CON(2)2x6-1/1 , �— �` ) (2)HTT5 ROP I I - \ ARCHECTURALACTOR AREQ REQUIREMY INCREASE ENTS. SIZE TO MEET HEADER FASTEN TOP OFF, I 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN SW NAILING: II SHEARWALL PER r, YELLOW PINE. I 8d®3" 6" I DETAIL 10/S7.1 / I I N 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. II ,- 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS F1 TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS } 1 - ---------- — ------- I IIII �— ------------- __ - --- --- - -- --- --- J GENERAL NOTES 2 — —� I I IIII I --- -- S8.0 m I ( i ! o0 � I 1. SEE DETAIL 2/S7.0 FOR WALL FRAMING DETAIL. m S 0 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD N STRAP HEADER PER "' N ( m I c� I ( SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER DETAIL 1/S2.1 1 I _ IIII I II �I PLIES. - II _ ------------------ 2. SEE SHEET SO.0 FOR ROOF AND FLOOR d- SHEATHING SPECIFICATIONS. ` N _ (- O2>7G,T1/1 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE I� . --- j (` PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES FASTEN TOP OF ` \ TOGETHER PER DETAIL 2/S7.1 fi 1 1 i I SHEARWALL PER I I w P' HITS I I cy F-' 4. INSTALL SOLE PLATE ANCHORS PER DETAIL j DETAIL 10/S7.1 j I N Q 2/s7.o �I r_ PROVIDE DIAPHRAGM 7, BM-4 ATTACHMENT PER L DETAIL 9&10/S7.1 -----------=----- - STRAP BEAMS @ i I rZ (2)2x10 UPSET I ' SW NAILING: N ENDS w/ 2—MSTA24 • 8d@3'9/611 ' � STRAPS w £ OSB WALL I I N Q ; SHEATHING � — \ i N 2x6 SYP#2 i I LEDGER W � ' \ — w/3-12d ADDU ; ALL STEPS c�xx Q s I PLUS z @� �1 2 1/4 x 31/2 CIO Cf) SDS SCREWS w I� I I � it IN QM z BM-1 BM-3 I BM-2 it IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS I DIRECTLY BENEATH TRUSS (2)2x6-1/1 I (2� 6 z � � (2)2x6-1/ 2)2x6-1/1 Q BM-10 - w A B A B Z 8 - - - - \ SW NAILING: � co z 8d®3"/6" 0 (2)2x6-1/1 -o 00 U El El r� SW NAILING: SECOND D D � Vol C � 8d@3"/6" LEVEL C C SECOND LEVEL WALL FRAMING PLAN WALL SCALE: 1/ ' FRAMING ROUGH OPENING, SEE ROUGH OPENING, SEE PLAN TRUSS UPLIFT TABLE AT LEFT TRUSS UPLIFT TABLE AT LEFT I _ l HEADER DOWN CONNECTION HEADER UP CONNECTION CONNECTION CONNECTION IS Alit a CALL OUT UPLIFT CONNECTOR CALL OUT UPLIFT CONNECTOR ,`,`,,,ti V• a"aa�. 9• %,;jam �' , .k Lou P o n t i g o a n d A H2.5T ® 32 O.C. TOP & BOT A LS18 @ 32 O.C. L1(, ., �f � Associates, Inc. — B SEE PLAN —B — SEE PLAN . : No �/. '� r t 6 o ��' STRUCTURAL C (1)MSTA24 STRAPS C (2)CS16 STRAPS _ a ENGINEERS _ +� � � � � 420 Osceola Avenue Drawn b J / FULL HGT 5/8" THREADED ROD / s Y SJ D FULL HGT 5 8 THREADED ROD D �` off. : � g« tis Jax. Beach, Florida 32250 '-, `'•,;' O0� •� �¢, r. Ph. 904-242-0908 Job: JCXR-14-00328 1 HEADER TIE DOWN ''�',��j$>d D�` ig # 8344 SC:CA# 3579 Sheet DOTED ( `��i ""g ,. .: na u mmmm� �lFiEN ''�r ;Q �'(�{I�� ,t� FIELD@LP-A COM S2.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S2.1 PERMIT SETJ Sht. 5 of 15 Shts. _.. rl DO NOT MEASURE DRAWINGS SYMBOLS LEGEND NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES H2.5T DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NO SD _ 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. C17 -D � _D � �� �— N (1)H2.5T CONNECTOR. J _D _D M 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET aQ,-Q, _ 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR C/1 L0 CD - - MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT -l� JI w/QT PER MANUFACTURER'S SPECIFICATIONS. — Q h \� 5. WHEN USING (2)H2.5T CLIPS ON 114" WIDE LUMBER, D 01 1 J PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE 2002 San Marco Blvd. - A sL —_ — FROM EACH OTHER. - -- - - - r _� - — Suite 200 5A _�-- - - - - - 1 - Jacksonville, FL 32207 J 4 ---- - --- A _ - I . _. AA26001325 24 .0 L 01 --� IJ4 904-396-4420 � � f 24') � � I www.jaycoxarchitects.com J5 O _ � � J5 Issue i Q N u7 L A C 2Y A _j ,� L O O J 6 Q Q Q Q ¢ m N °° 1 m 0 0 0 0 m - -= a C0 °�f m i J 6 A CO3 A ; m m m C04 -- L 00 I ���;-�-���,� I I _ I -- ��5 A J ! ' I J8 2X Ledg i - -- L A C071 i A — I Co 0 J ti I m I LL I _ i -- `�� -- — - - -- A A A A A AA ,c�- `� m i J 6 ( �� P �I I 00 HEADER,1)lop - T ! ) � I ; J5 1 20 �` 'I BASE HEIGHT 1 '2") _ - �, til _ - - - - - - - �`�, - - -- - - ---- --- 1 d Ln c� )-10 ROP � (0 -D _ ADE III - F/I 2, C D U I L S1 EP ' ' - Il>_ (� 2x6 PONY WALL 2x8 FL �6 �Jti Ila- �Ixr ' �`o %I CIJ CON NTIO L F N r-__ _ FO A/ EQUI ME © ( _ Fill LL T TLO [, l 2 I F1 ' - I I� - -- -IT --- - FIFIF _ J —� TI215 LO - m w '00 T T d- OW O O 0 I}N OW - - - - --- t i I T T ,�� r�� �,�� - --- -------- ----------- r 2x6 PONY WALL O r - - -� �? --� •�� I , I� W m -- - �- co O J _ ( III}.> i _ 41j, W T 12 `�ti2 uln J (I. -- ------- -`�� _ A A A A A A I - s, N J 13 J14 W I - A A, L Ow I 0% 0 0 , Imo- L� W 7 -�a C I Q I -- --- 0 L..., M CN 2i w AI 0. ADJ ALL STIr 0 TOP OF BEAMS m m w 1� + 2 3/4" m II A A A lb clb A � T T T T T T - ��� _ 1 � Lilt — r T T T T TLT T BM- #' -2 ":::: IX ---- - I _ - _. — -.B ---- — — . 4�4 — - LF}- L� - - = _ - -_ ----I T 0o _ TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES i. SECOND 1 . STRAP TRUSSES AND ROOF RAFTERS TO BEARING FLOOR 8 WITH 2- 12d TOENAILS & 1 -SIMPSON H2.5T UPLIFT STRAP UNLESS OTHERWISE NOTED LOWER 2. FOR RAFTER TAIL FRAMING SEE DETAIL 1 /S3.1 ROOF TRUSS FRAMING SECOND FLOOR & LO /ER ROOF TRUSS FRAMING PLAN PLAN SCALE: 1/4" = 1'-0" a,```a„,����t►ts►tatSUrKy9ll�il! , �-UJ Lou Pontigo and - bbOe �ti•cs+r..a�arr�,.+� �i�ra '�' T'�#�„„,"' ��3` s�,�` sb 11 ..4 Associates, Inc. •• /�� STRUCTURAL s r" � ,rAy ENGINEERS .4 420 Osceola Avenue Drawn by: JSJ cn � Jax, Beach, Florida 32250 0,t� by j�. �� �� r 4 ��`� Ph. 904-242-0908 Job: JCXR-14-00328 J, 41 .r i iQ.' •.° ` q w j. � bqb x o- k� fir^ ���y.'� �;�' y • . .,. � FL: C�A# 8344 SC: CA# 3579 Sheet 41 t FIELD@LP-A.COM ,�' ���sssareis�slyussessts»��d°� _6 S2 .2 ,: EPERMIT SET Sht. 6 of 15 skits. �a - _ DO NOT MEASURE DRAWINGS SYMBOLS LEGEND NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES DESIGNATES SHEARWALL. THE HIDDEN PRIOR TO CONSTRUCTION. SEE GENERAL NOTES LINE DESIGNATES SIDE OF WALL THE SW 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 T6 DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE AND (2)2x8-1/2 NUMBER OF PLY'S DESINATES NUMBER, HEADER SIZE & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. 2002 San Marco Blvd. Suite 200 ---- BEAM OR TRUSS, SEE PLAN Jacksonville, FL 32207 I AA26001325 904-396-4420 �\\ ANCHOR LEGEND www.jaycoxorchitects.com A307 DIAMETER FULL HEIGHT \ /` THREADED ROD, SEE DETAIL 1/S5.4 Issue Pti X5 " A307 DIAMETER FULL HEIGHT N THREADED ROD, SEE DETAIL 1/S5.4 `t N A307 DIAMETER THREADED ROD 41 958" 13'-6�g" ® PLAME, SEE DETAILSTERINATES AT /S5OOR TOP N " A307 DIAMETER THREADED ROD 00 (95 TERMINATES AT FIRST FLOOR TOP I CONVENTIONALLY STRA WALL PLATE, SEE DETAIL 1/S5.4 CONVENTIONALLY STRAP WALL! PER DETAIL 8/S712 TO-B€-ANI-B€L-O-W-PER--7/-517.2 12" LONG LIGHT GAUGE STRAP r- - LSTA12 FASTEN TO TOP PLATE AND STUD I c� % (3)2x12-2/3 WITH 5-10d COMMONS I I ---------------- ---------- ------------- .� - - - co - it I I , I I i � =� - � � � WALL STUD SCHEDULE A I I I I j--------�- -----------i I �- �'-�-�--- _-- PLATE STUD SIZE I_ -- o I I I ? 00 2-CS16 EA. N LOCATION HEIGHT & SPACING } 9'-1" 2x4 SPF I ------I-,^_�-------i-----i- �, ��END OF S.W. ¢ ci r - ------ -- r I' EXTERIOR #2 ® 16" O.C. I --—- I r- TO BEAM hT ~ MAx1 2x6 SPF#2 ® 16" D.C. ( I (21)2x6-11/1 2)2x6-1 1 (2)2x -1/1 � 00 BELOW N _j J MAX PF#2 O.C. EXTERIOR I N Q OR 10'-1 TO 2x4 S ® 12' i' E r 1 --I EXTERIOR 2x6 SPF#2 0 16" O.C. ( In I I ( OSB WALL x Q LJ 14'-0" # S S �� i I! �, I I I I z o 10'-0" i r' I i i I SHEATHING ,�, INTERIOR 2x4 SP ® 16" O.C. I ; -„ : � i•--- --�----------------------i�------------�-_-��------------------------------- -------I� � i I I i � ' _ I � O � MAX I ( I I SW N ILING: Lv INTERIOR 12'-0" 2x6 SPF#2 ® 16" O.C. Qr \ I I I �� �� z MAX 2x4 SPF#2 ® 12" O.C. N8d 3"/6" > STUD NATES, --___...__---_ ��___s) I I i \` i I i � O 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 1 L-- ------------------------------------ 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET a i I �12 2x6-1/�l I BEA A' ARCHITECTURAL REQUIREMENTS. I l I I I I 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. I I I I OSB WALL I I FASTEN TOP OF 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. ' I I I SW. PER DETAIL SHEATHING I _ J 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS 2 S3.1— -- J I� TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. / Q MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT J SHEARWALLS p I 2-CS16 EA. ' ---- I I i I i I Q N ) END of §.W. 1, I I �; I I I I I = N o GENERAL NOTES TO BEAM I: ' I cn 2 BELOW I -1 \ I ! I I I i w 2 1. SEE DETAIL 2/S7.0 FOR WALL FRAMING DETAIL. S$.0 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD 58.0 Q j ;I z ® I I Q I J a SIZES AND SPACING. AT GIRDERS AND BEAMS, � WF ! ? I ' I I Q ''� PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER C) I I FASTEN TOP •OF i I I z o PLIES, SW. PER DETAIL I I w I w m 2. SEE SHEET SO.0 FOR ROOF AND FLOOR ' ' 2/53.1 I I m z SHEATHING SPECIFICATIONS. I I _ I LdQ w 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE I I i I 000 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES FASTEN TOP OF TOGETHER PER DETAIL 2/S7.1 I O SW. PER DETAIL ~ 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2 j I 2/S3.1 2/S7.0 0 LLS, PROVIDE DIAPHRAGM (2)2x8-1/2) I I ATTACHMENT PER A / �_ Czz-- -- -- T R DET IL 9&10 S7.1 I W l I J SW NAILING: I I OSB WALL SW NAILING: Q Q 8d®3 /6 I j SHEATHING 8d®3 /6 N w N Q Q w I 2-CS16 THIS I i 2-CS16 EA. U1 � Q END OF S.W. I I t.,'.. ."i END OF S.W. Z cn Co � z TO HEADER ------ -- ---- jl ----- - -� L--- ��N ------- TO BEAM z �00 Q w BELOW Q M ' J I I I? BELOW z Q f- w JQ � � ory o 2-CS16 EA. BM 11 2 CS16 EA. w z w L END OF S.W. ~�- - - - I END OF S.W. i > w CO I 2-CS16 THIS ( I z > N TO BEAM TO BEAM o END OF S.W..• N v z N BELOW ! BELOW N o �- TO FLOOR S BELO ; — �4 TRUSS W -- (2)2x6 1/ 2)2x -1/1 2-CS16 EA. i ! (2)2x6-1/1 2)2x6 1/1 SW NAILING: END OF S.W. ! 8d�3" 6" lid TO BEAMSW NAILING: / BELOW J 8d®3"/6" z ® CONVENTIONALLY STRAP WALL CONVENTIONALLY STRAP ALL � °TO BEAM BELOW PER DETAIL 7/S7 2 TO BEAM BELOW PER DETAI 7/S7.2 (2)2x6-1/1 k SW NAILING: ' 8d®3 THIRD CONVENTIONALLY STRAP WALL T BEAM BELOW PER DETAIL 7/S7.2 LEVEL •i �I WALL '4 16'-5�4" 10'_g„ 15'-63/4„ FRAMING THIRD LEVEL WALL FRAMING PLAN PLAN a' SCALE: 1/4" = V-0" ISr ' Lou Pontigo and .....aa elf�+ a• Mx� t" i LI � �'°e Associates, Inc. IVa STRUCTURAL ENGINEERS I CD I :,� r1 � �� h 420 Osceola Avenue Drawn by: JSJ �, �<O of ° k 1 � Jax. Beach, Florida 32250 h Job: JCXR-14-00328 °°. n l h. 904-242-0908 / �3•��.��......,,.����°*,tea, F L: CA# 8344 SC: CA# 3579 Sheet F1ELD@LP-A.COM _ S3.0 PERMIT SET sht. 7 of 15 sets. I E I I DO NOT MEASURE DRAWINGS SYMBOLS LEGEND NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES H2.5T DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: - 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. - (1)H2.5T CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.0. \ 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR 4 MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT - - - w/QT PER MANUFACTURERS SPECIFICATIONS. 5. WHEN USING (2)H2.5T CLIPS ON 1'/Z" WIDE LUMBER, 2002 San Marco Blvd. PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE -J FROM EACH OTHER. Suite 200 Jacksonville, FL 32207 \ AA26001325 904-396-4420 l` www.jaycoxorchitects.com 1 Issue k �t N '� V1 1. 4 r00 I s7.o ' i � s (2)H2.5'T� ti (2)H2.5T 5� (2)H2.5T t I_ 4 s7.o �{ I ��n (3)2x12 -- (2)H2.5T -- - A- 'ro r 4 (2)H2.5T 2x8 COLLAR TIE EACH s7.o SIDE OF (2)2x12 III 2 \\ N h 2 ss.o -/ ' s7.2,F ss.0 M v III` d 2x8 COLLAR TIE. �� (2)H2.5T FASTEN w/8-Y4"x3.5" 2x10 RIDGE N SDS SCREWS O.C. XE- - 0 � � ro N Ln � 00 r__ _1 �? 2x6 RAFTERS Q @ 24" 0.C. Cn W 1 --- S7. w � �l L.C) BM-11 c9 � � N 0 J J J J J 2 � � 6 _C0 S B�FRIVEL j -srz- -s-7-.2- FASTEN PERIMETERS - - WITH 8d COMS Co? 4 0.C. TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES ROOF �. 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING TRUSS 1 (2)H2.5T-/ _ (2)H2.5T WITH 2-12d TOENAILS & 1-SIMPSON H2.5T UPLIFT FASTEN ROOF SHEATHING S7.2- STRAP UNLESS OTHERWISE NOTED UPPER THRU SOFFIT MATERIAL CONTRACTOR MAY USE A ROOF w/12d RING SHANK C� 4" O.C. 1y4" TIM,BERSTRAND RIM 2. FOR RAFTER TAIL FRAMING SEE DETAIL 1/S3.1 :? j BOARD AS AN ALTERNATE TRUSS G Y° / TO THE;;aOSB BLOCKING 121 RING SHANK NAILS , �/ PANEL FASTEN TO FRAMING FRAMING " '� �� ALL AROUND w/8-12d � Ca? 4 ON-CENTER ' J '' ' r ' UPPER ROOF TRUSS FRAMING PLAN PLAN SIMPSON H2.5T �� ,� TOENAILS UPLIFT CONNECTOR SCALE: 1/4" = 1'-0" 2x6 x 4'-6" P.T. i SPF#2 AROUND. SYP NO.2 EXPOSED RAFTER ' FASTEN TO TRUSSES TAIL. FASTEN TO ROOF TRUSS 24"' O.C. 2-ROWS of AND TOP PLATE WITH " `sa``��„e�iunwllliji}3i3rri'ir Lo u P o n t i g o a n d I 10d COMMONS . / ...., >'+%•,, ��� r!- 7 10d COMMONS @ 4 O.C. ° 1 �� � T C� 6 O.C. STAGGERED m ,, wa '�s Associates, Inc. 3 " TONGUE AND / y,,,.° °° LICA°., 1 STRUCTURAL GROOVE SOFFIT OSB BLOCKING �1. SH E A R WA LL' �✓o s s�:'' _ � � _ ENGINEERS t ° = err _ f 420 Osceola Avenue prawn b PANEL SHEATHING. �T _ y. JSJ � ° { ��s � A� � Jax. Beach, Florida 32250 v Ph. 904-242-0908 Job: JCXR-14-00328 0 S d� FL: CA# 8344 SC: CA# 357Sheet 1 RAFTER TAIL DETAIL 2 SHEARWALL ATTACHMENT AT ROOF SCALE: 3 4 = 1 -0 S3.1 / ''' FIELD@LI'-A.COM 1 / „ " SCALE: 3 4" = 1'-0" ,,� `I� ,� PERMIT SET ] snt. 8 of 15 sets. LAP DO NOT MEASURE DRAWINGS 2-#4x4'-0" CTRD 40 BAR DIAMETER NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES ON SLAB PRIOR TO CONSTRUCTION. SEE GENERAL NOTES '/8"x (Y4 SLAB DEPTH) SAW CUT SLAB REINFORCEMENT IN JOINT. PROVIDE SAWCUTS TO CREATE i� [if 1/3 OF SLAB APPROXIMATE 16'x16' MAX. SQ. a l VAPOR BARRIER Lij Q �,, " LONGITUDINAL o_ Q J i� BARS .�ti Q o w > m COMPACTED FILL iii iii iii-iii-ni-iii-in iii-nt-itl ii(- w SLAB JOINTS = II=I(f=III-III—III m! III-I—I 11—III=T= 2002 San Marco Blvd. CORNER SPLICE BARS SAME SIZE & QUANTITY AS -4 _ _ Suite 200 PER GEOTECH. "' "' "����=� LONGITUDINAL REINF. BARS C� _ = Jacksonville, FL 32207 CONTROL JOINT SLAB INTERSECTIONS <, z = _ Lu AA26001325 J = INTERIOR NON—LOAD 904-396-4420 BLD. CORNERS REFER TO SECTIONS & DETAILS 4" SLAB d = = www.jaycoxarchitects.com METAL SCREED KEY JOINT CONSTRUCTION "� FOR REBAR SIZE & QUANTITY Q = = BEARING CMU WALL, SEE JOINT, OR SAW 2 -o ON GRADE, _j 1/S5.0 FOR WALL REINF. (SIMILAR TO DAYTON SUPERIOR INTERRUPT WWF JOINTS. �j RADIUS LAP SEE PLAN / G-33) IN COMBINATION WITH AT JOINT. 40 BAR DIAMETER FOOTING, WALL OR LO _ _ _ Issue PLASTIC CAP STRIP BOND BEAM T SLAB a SLAB NOTES: 2—#4x4'-0" (TYP) q v = X—fix x �trX., X�, _ SEE PLAN REINFORCEMENT IN CORNERS __ _ VAPOR BARRIER 1. RIPS, TEARS AND HOLES IN VAPOR a _ — a _ ri TOP Y3 OF SLAB BARRIER AND RETARDERS SHALL NOTE: —#4x4'-0" ° Q °� a -- BE REPAIRED PRIOR TO PLACING TYPICAL AT ALL SLAB EACH SIDE (4 " __�_- - –�—>E— - - – — �E _ a . �. �, 2–#5 CONT. o N �. CONCRETE. RE—ENTRANT CORNERS AIRS) ti REINFORCEMENT SHALL EXTEND #4 TRANSVERSE N " >• = THRU CONTROL JOINT OR CONST. ac » °O Ld BAR @ 32 o.c JOINT. SLAB CORNERS CONSTRUCTION JOINT (IF �v w LONGITUDINAL BARS MF-1 3. SEE 50.0 FOR SPECIFICATIONS FOR IIIITI LI1 i-1��--Iff=LIII�T SLOPE SLAB REQUIRED) II=111= II—II(=1(I—�' JOINT SEALANT. FLOOR DRAIN = _ COMPACTED FILL —�L•�-� Jill„— ,--,1,`—,IIL=„iii J1-” 4. JOINTS SHALL BE SAW CUT NO 0 BLOCKOUTS TO DRAIN '/8” ¢ o PER GEOTECH. LATER THAN (4) HOURS AFTER NOTE: FT. TYP. AT SIZE & QUANTITY AS SPLICE J = %"Ox24" SMOOTH CONCRETE HAS BEEN POURED. THESE DETAILS APPLY TO FLOOR DRAIN BARS SAME LONGITUDINAL m _ = INTERIOR BEARING CMU DOWELS © 24" OC. 1'—O" 1'-0" 5. C.J. INDICATES CONTROL JOINT. AT SLAB TYPICALLY OVER ENTIRE REINF. BARS o z _ w WALL SEE 1/S5.0 FOR GREASE & WRAP ON CONTRACTORS OPTION PROJECT. USE AS REQUIRED FLOOR DRAIN OR BLOCKOUT REFER TO SECTIONS & :S q- 4" SLAB � - WALL REINF. END THRU HOLES IN CONSTRUCTION JOINT CONSTRUCTION JOINT CAN BE BASED ON SLAB JOINT DETAILS FOR REBAR SIZE - METAL KEY JOINT. SUBSTITUTED FOR CONTROL JOINT. CONFIGURATION. REINFORCEMENT DETAIL & QUANTITY INTERSECTIONS ON GRADE, Q - SEE PLAN in - T SLAB TYPICAL SLAB TYP CONTINUITY PLAN/REINFORCING IN CONC. x -max N-� °x.. X— xq SEE PLAN 1 SLAB JOINT DETAILS 2 REINFORCEMENT DETAILS 3 WALLS FTG'S, BEAMS, & CMU BOND BEAMSI�I ,,� d �1 �-o SCALE: 3/4" = 1'-0" S4.0 SCALE: N.T.S 4—#5 CONT. ° 11.1 S4.0 SCALE: N.T.S .A • #4 TRANSVERSE BAR @ 32"o.c 2'-6" MF-2 (WALL fl 4 INTERIOR MONO FOOTINGS S4.0 SCALE: N.T.S 8" CMU WALL w/ #5 DOWEL w/ STD. 90° HOOK INTO FOOTING _ - - ALIGNED w/ WALL REINFORCING 8" CMU WALL w/ #5 DOWEL - = ABOVE, SEE 1/S5.0 FOR WALL REINF. w/ STD. 90° HOOK INTO FOOTING _ _ - INTERIOR BEARING CMU w = = ALIGNED w/ WALL REINFORCING - WALL, SEE 1/S5.0 FOR ABOVE, SEE 1/S5.0 FOR WALL REINF. _ —' J = --i-T-1 WALL REINF. n - o_ 4" SLAB _ _ Q - Q ON GRADE, Q = SEE ARCH -� - - 1—#5 CONT. _ J 6"x9Y2" CURB POURED SEE PLAN MONOLITHICALLY w/SLAB in _ _ 8" STEP N - SLAB ON - N � T SLAB N = GRADE OR CONC. a = —=4— GRADE, " . . CONC. SLAB, SEE PLAN. SEE ARCH 1 —0 CONC. SLAB, SEE PLAN. SEE PLAN ---=—� . x� — . . :x SLAB, SEE PLAN. " z A _ co SEE PLAN. SLAB ON A 4 SLAB ON I- U 4 - —� \ GRADE, d GRADE, d \, °.: d e _� .p.d — 4—#5 CONT. Q Q s . Qx—_r- Q kA ,— \ SEE PLAN. \ SEE PLAN. _ d ° I i �. = I- - w/(3)#5 CONT. & 4 4 TRANSV p . 11=-111111=" Cn �� \ = • . • • /�� 1, �/ �) �1 L — 1—.. W/(3)#5 CONT. & #4 1 _ 1 4. �i ,� # # TRANSVERSE ' (N ���AlALT. FOOTING AT d I ALT. FOOTING AT d BAR © 48"o.c / �`� � _ 1 � : d ( 1 0 . d � TRANSV. Ca? 32 O.0 \ / ALT. FOOTING AT BUILDERS DISCRETION. !I N _ TRANSV. Ca? 32 0.0 BUILDERS DISCRETION. — Dl� (BUILDERS DISCRETION. lj. = —I A a 3), MIN T FTG �.I --r I— B FTG ME18 UNDER NON H.C.S. BEARING WALL —2'-0" o _ °: d a• v —2'-0" 18" w/(3)#5 CONT. & #4 TRANSV. © 32" O.0 4 ° d d Q » .d 3 MIN » o d ME20 UNDER NON H.C.S. BEARING WALL t v W 20 w/(4)#5 CONT. & #4 TRANSV. @ 32" O.0 CONCRETE FOOTING, SEE PLAN V FTG AND FOOTING SCHEDULE, PROVIDE W 3" CLR TYP #5 DOWELS AT 12" OC. 5 MONOLITHIC EDGE FOOTING 6 MONOLITHIC E GE AT GARAGE 7 MONOLITHIC EDGE AT GARAGE DOOR 8 CMU BRIG. FOOTING AT ELEV. PIT W S4.0 SCALE: 3/4 = 1'-0" S4.0 SCALE: 3/4 = 1'-0" S4.0 SCALE: 3/4 = 1'-0" S4.0 SCALE: 3/4 = 1'-0" SLAB ON GRADE, „ STEP�PSEE LAN �if SEE PLAN. (4)#5 VERTICAL 10 .n. 48 � — LINTEL/COLUMN DETAIL EQUAL TO SLAB v° . 4–#5x4'-0» LONG 48" DOWELBARSWITH,O" LONG -- \ 4'_0" THICKNESS. d 4 DOWELS EMBEDDEDFOUNDATION 9" INTO SLAB BELOW 90' HOOK INTO LINTE��L �\ (2)—#5 x 4'-0" #3 CLOSED ` LONG DOWEL SECTIONS WITH 90° HOOK I BARS WITH 9 SECTION HOOP STIRRUPS AND I 90° HOOK N 3 Ca? 6" O.C. a 8"x16" CMU LINTEL\ INTO LINTEL S4.0 SCALE: /4"=1'-0" °;, CONCRETE COLUMN CAST —PLACE w/2—#5 TOP & BOT. ��\ ,! ' X �i /f DETAILS DETAIL 6" CONC. COLUMN -- d GRADE OR CONC. SLAB ON SLAB ON GRADE, SLAB, SEE PLAN. " z i': d —� GRADE, SEE PLAN 00 p 4�� --- \i SEE PLAN. 10"x10" CONC. r • • r�\ " COLUMN, SEE DETAIL d ,„,,,•111��Illltl'{iiii��' ,,. d 4—#5x4'-0” LONG AT LEFT DOWELS EMBEDDED ®,•�``' 1 ` ° ,,0' �•\\ .,.a...,' <, Lou P o n t i g o a n d IX \/ � / • °/�l,r �� /�- d n 9 INTO SLAB BELOW a ,`' , ' 1-9C ' ., ' . WITH 90° HOOK ��,•o � Associates, Inc. 12 WIDE THICKENED THICKENED SLAB 4 No `•,G, = P' � " STRUCTURAL EDGE W/ 1—#5 I 1'_0" ,. FOOTING BENEATH = S�3r7 E N G I N E E R S CONTINUOUS I~i 3 MIN COLUMN, SEE PLAN ' " �` �" �'�' 420 Osceola Avenue E16 �, � �� � r � Jax. Beach, Florida 32250 Drawn by: J S J 16 >.�} - i`%` '`• �l Ph. 904-242-0908 Job: JCXR-14-00328 •e...a=•� *���,.� e FL: CA# 8344 SC: CA# 3579 Sheet . ar"9'Ati311i113f9111N11,�',`' #�'}'``'� �` `" `" ' FIELD@LP-A.COM �10SECTION 11 CONCRETE COLUMN BASE DETAIL 12 CONCRETE COLUMN / LINTEL DETAILS4,0 �-o SCALE. /4 =1 —0 S�-o SCALE. 3/4 — 1'-0" S�-o SCALE. 3/4 — 1'-0" PERMIT SET Sht. 9 of 15 Shts. DO NOT MEASURE DRAWINGS FOR OPENING OVER 5'-4" TO 8'-8" WIDE, NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PROVIDE 2—#6 EACH SIDE OF OPENING. PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 8x16 CONCRETE FILLED CMU 8x8 PRE-CAST LINTEL, SEE BOND BEAM w/ 1-#5 IN 4/S5.0 FOR OVERALL LINTEL OPENINGS TO 5'-4" WIDE, _ EACH COURSE CONTINUOUSI DEPTH AND REINFORCING. PROVIDE 1-#6 VERTICAL OPEN BOTTOM AT TOP OF WALL EACH SIDE OF OPENING. LINTEL BLOCK, w/2-#5 TOP OPEN BOTTOM — — — — — _ — CONT. �I :, :.: _ :,�:.y :,. :..; ,�' LINTEL BLOCK, •' ; ® • •'• ,� 2002 San Marco Blvd. a r....fi g w/2-#5 TOP CONT. Suite 200 8" CMU WALL,,,, _ _ = Jacksonville, AS PER PLAN I JAMB REINF. I I o _ _ #3 HAIRPIN •:... FL 32207 PRE-CAST AA26001325 GENERAL WALL °� 1- 5 VERTICAL EACH REQUIRED ONLY LINTEL BLOCK SEE 2/S5.0 25 LAP MIN. # `� - WHEN SPAN IS 904-396-4420 I I REINFORCING, WINDOW DOOR CORNER, INTERSECTION, I www.jaycoxarchitects.com TYPICAL WALL SEE WALL FOR OPENINGS OVER 8'-8" ; . @SPACING INDICATED GREATER THAN /2- 5 CONT. REINF. SEE WIDE PROVIDE 2- 6 EACH 4° w # �. ON PLAN OR SCHED. Issue SECTIONS ROUGH 0 ENING, � # •: a,;�.• rt� 5 -4 SCHED. ON PLAN. SEE PLAN SIDE OF OPENING. IN TWO z_ 8" CMU WALL, CELLS, EA. FACE (4 TOTAL) PRE-CAST SEE FLOOR PLANS 8" CMU WALL. a_ LINTEL BLOCK, ALL OTHER N � w/2—#5 CONT. OPENINGS 1 • 1 • � 't '4 A a L LB-1 LB-0 •f �% r ° N r� N Ski #5 HORIZONTAL TIE BEAM ' 00 WALL ELEVATION WINDOW DooR : 5:. EINFORCING (ONLY ONE NOTES:` 1 USE THESE LINTEL DETAILS U.O.N. ON PLANS. BAR SHOWN FOR CLARITY). 2) FOR OPENING LOCATIONS, SEE ARCH. PLANS. ROUGH 0 ENING, s., A 8x16 CONCRETE FILLED CMU • 8" CMU - #5 @ 16" O.C. CENTERED (U.O.N.) SEE PLAN 3) PROVIDE 8" BEARING EACH SIDE OF OPENING. BOND BEAM w/ 1-#5 IN4) GROUT LINTEL SOLID. ICAL EACH, COURSE CONTINUOUS DOR OP ING 5) BOTTOM SHALL BE A SOLID PRECAST LINTEL. AT TOP OF WALL = HOOK VERTICAL WALL REINF. AT J _ F WALL INTO CONC. TIE Q TOP 0 SEE 5/S5.0 FOR STRUCTURAL WINDOW/DOOR BUCK o z _:x'' BEAM OR CMU BOND BEAM. IF ;:.+ DETAIL IF REQUIRED BY ARCHITECT w _j WALL TERMINATES AT SLAB, <::: V) HOOK REINF. INTO SLAB. z �, o w = �; ` Q 2 CMU JAMB REINFORCING 3 TYPICAL HORIZONTAL/CORNER SPLICE 4 TYPICAL CMU LINTEL DETAIL FILL ALL CELLS SOLID a_ S5.0 - - Qwzw w SCALE: 3/4' = 1'-0" S5.0 SCALE: 3/4" = 1'-0" S5.0 SCALE: 3/4" = 1'-0" Joon WITH GROUT THAT Lu U) REQUIRE VERTICAL V) o = REINFORCING AND ALL - -- — -- z = - Q �_- CELLS BELOW GRADE. :;s.. PROVIDE CONTROL JOINTS IN CMU WALLS AS SHOWN ON o _ = PLANS OR NOT TO EXCEED 50'-0" 0/C SPACING OF JOINT REINF. V) 0_1 _ AT 16" O.C. z zo JOINTS SHOULD BE COORDINATED W/ ARCHITECT. TO SUBMIT LOCATION PLAN FOR REVIEW AND APPROVAL. f- = n U a a_ w V) v :w � - 8x16 BOND BEAM Q w z w w 8x16 BOND O _ cn o w ;,Ln ow/1-#5 TOP & BOT. = U C/) zQ — — — — — — BEHOO BEAM (TYP) BOND AM STD. 90° K - -- -- -'a'� REINFORCEMENT AND ' _ DWLS. TO MATCH ��1��/- T T 7— �; TOP OF GROUT IS CONTINUOUS : : VERTICAL REINF. a t • THRU JOINT _ BOND BEAM :.:• • . , .. . •., • . •a :,. ... . -- --i.-y-= �----�---fir- =------ - . (TYP. U.N.O.) I w STOP JOINT REINF. < c� �, PLAN SECTION 8 cMu WALL. . ,., ., . .; Q • w - ,,, �a AT CONTROL JOINT > = O LEAN OUT HOLE 8x16 BOND J C �j PROVIDE 3 SETS AS REQUIRED. �•° '•� • � •• , o ' BEAM (TYP) •• •• o = PROVIDE REINFORCED i..; ..i OF 2-#5 EACH N . CONTINUOUS HIGH HT. GROUTING NOTES: FASTEN 1x8 P.T. SYP#2 CELL EACH SIDE OF I. 1 CELL : : : WALL FOOTING 1. MAXIMUM GROUT POUR HEIGHT WINDOW/DOOR BUCK TO 8" JOINT —IF ,. :f a • • SHALL BE 12'-0". CMU w/ 1/4"Ox23/4" PAN HEAD . . . . . . TAPCONS @ 16" O.C. INSTALL OF 0 H-4 WALL SECTION 2. IF HIGH LIFT GROUTING IS USED, 3 MIN. EACH SIDE. OR CONTROL a rT REINF. SHALL BE FULL HEIGHT AND MANUF. INSTALLATION PRE-FORMED JOINT JOINT REINF. k A CLEANOUT HOLE IS REQ'D;.AT INSTRUCTIONS FILLER @ 16" O.C. 8" CMU w OW HT. GROUTING NOTES: CELLS WITH REBAR. BACKER ROD MATERIAL WALL,• SEE ^ 1. USE 5'-0" GROUT POUR HEIGHT FOR 1x8 P.T. SYP#2 1/S5.0 "FOR BAR SIZES #3 THRU #5. 3. GROUT SHALL BE PLACEDf';IN 5' WINDOW/DOOR BUCK CAULKING • • REINF. - — w LIFTS TO PREVENT BLOWOUTS.', SEE MANUF. DETAILS Q 2. USE 5'-0" GROUT POUR HEIGHT FOR 8„X24” CMU PILASTER BAR SIZES #7 AND ABOVE. 4. SEE STRUCTURAL NOTES FOR DEPTH OF CAULKING WIDTH OF STOP JOINT REINF. \_#5 VERTICAL TO TOP GROUT TYPE AND GROUTED CELL ONE HALF THE WIDTHHEAD JOINT AT CONTROL JOINT 3. SEE STRUCTURAL NOTES FOR GROUT SIZE. OF THE HEAD JOINT OF BOND BEAM STEP, TYPE AND GROUTED CELL SIZE. 5 STRUCTURAL WI DOW/DOOR BUCK 6 CMU CONTROL JOINT 7 CMU PILASTER 8 CMU WALL STEP 1 TYPICAL WALL REINFORCEMENT DETAIL S SCALE: 3/4 1 -0 S5.0 SCALE: 3/4" = 1'-0" S5 0 SCALE: 3/4" = 1'-0" S5.0 SCALE: 3/4" = 1'-0" S5.0 SCALE: 3/4" = 1'-0" S5.0 = : r i TYPICAL l CMU SECTIONS AND DETAILS f 5 tndnr , t1S1!`lti�f�,Ifift/#j'�t,r �N �t un- ,L�'`�ai,' a. �'`:;- , a Lou Ponti8o and Associates, Inc. STRUCTURAL A Ato h ENGINEERS / Ai , �, � r s � 420 Osceola Avenue Drawn b y: JSJ 7' Jax. Beach, Florida 32250 pier , k Job: JCXR-14-00328 - 4 Ph. 904-242-0908 �D.►"� �� � ���� 'S�; h r�'�, � a , . t FL: CA# 8344 SC: CA# 3579 Sheet Ll @LP-A.COM `r1) S .0 rPERMI=SET Sht. 10 of 15 Shts. E DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES #4x3'-4" LG © 2'-0" 2'-0" BENT AS SHOWN IN 1'_4"� 2'-0" STRUCTURAL TOPPING 1'-4"1 , #4x4"-0"x2'-4"(FU R. BY #4x3'-4" LG @ 2'-0" BENT WALL SHEATHING CONTR.) GROUTED IN @ EA. AS SHOWN IN STRUCTURAL WALL SHEATHING GATECORE JOINT. (REFER 2'_p" TOPPING ALTERNATE SIDES WALL SHEATHING 2002 San Marco Blvd. TO CONTRACT DWGS.) TOP REINF. DESIGNED BY SUPPLIER TOP REINF. DESIGNED BY SUPPLIER Suite 200 WALL FRAMING Jacksonville, FL 32207 WALL FRAMING d- 2x6 SPF#2 BREAK TOP OF CORE WALL FRAMING AA26001325 8" HOLLOW CORE SLAB, WALL ONLY TO PLACE BAR. 8" CANTILEVER HOLLOW CORE SLAB, 8" CANTILEVER HOLLOW CORE SLAB, DESIGNED BY SUPPLIER DESIGNED BY SUPPLIER DESIGNED BY SUPPLIER 904-396-4420 SOLE PLATE ANCHOR >� HOLLOW CORE SLAB SOLE PLATE '' SOLE PLATE www.jaycoxorchitects.com 2/S7.0 2 TOPPING SEE 8/S6.0 1—#5 CONT. 2 f TOPPING SEE 8/S6.0 ANCHOR 2/S5.4 2 f TOPPING SEE 8/S6.0 ANCHOR 2/S5.4 T/TOPPING T/TOPPING T/TOPPING Issue SEE PLAN SEE ' SEE PLAN PLAN -- a, #5 CONT. ,v 3" MIN. #5 CONT. - - 3 MIN BEARING - - _ - _ _ - BRG. - _ 2'-0" - • _ 7,_0» #5 CONT. N EXTEND WALL VERTICAL - #4x4 —0 LG. (FURN. BY GEN. CONTR.) #4x1'-0" DOWEL, DRILL & _ GROUTED IN Ca? EACH GATECORE JOINT. #4x1 —0 DOWEL, DRILL & _ 00 REINFORCEMENT INTO - 8x16 CONCRETE FILLED CMU EPDXY (6" EMBEDMENT) IN _ , EPDXY (6" EMBEDMENT) IN 1 - 6" MIN ABOVE LAST - 8x16 CONCRETE FILLED CMU WHERE KEYWAYS DO NOT LINE UP, - ' ° - 4x4 —0 x2 —4 FUR. BY BREAK TOP OF SLAB INTO CORE TO BOND BEAM w/ 1—#5 IN # ( ' - #4x4 —0 x2 —4 (FUR. BY KEYWAYS C� 48 .O.C. CONTR.) GROUTED IN Ca? EA. KEYWAYS � 48".O.C. -� CONTR.) GROUTED IN Q EA. COARSE w/6" 90° HOOK , = BOND BEAM w/ 1—#5 IN PLACE #4 REBAR THEN GROUT CORE t - EACH COURSE CONTINUOUS (REFER TO CONTRACT DWGS.) GATECORE JOINT. (REFER (REFER TO CONTRACT DWGS.) EACH COURSE CONTINUOUS AT TOP OF WALL GATECORE JOINT. (REFER SOLID AROUND REBAR ONLY � ` TO CONTRACT DWGS. � AT TOP OF WALL LB-1, SEE 4/S6.0 2,—p„ ) LB-1, SEE 4/S6.0 TO CONTRACT DWGS) EXTEND WALL VERTICAL 2 —0 REINFORCEMENT INTO 6" MIN ABOVE `r d LAST COARSE w/6" 90' HOOK 1 SECTION 2 SECTION 3 SECTION SECTION 56•� SCALE: 3/4" = 1'-0" 56,0 SCALE: 3/4" = 1'-0" 56 Q SCALE: 3/4" = 1'-0" 56,0 SCALE: 3/4' = 1'-0" i 00 2 0 #4x,3'-4" LG @ 2'-0" h 1'-4" BENT AS SHOWN IN #4x4'-0" LG. (FURN. BY GEN. CONTR.) STRUCTURAL TOPPING GROUTED IN @ EACH GATECORE JOINT. .a WHERE KEYWAYS DO NOT LINE UP, BREAK #4x4"-0"x2'-4"(FUR. BY TOP OF SLAB INTO CORE TO PLACE #4 #4 BENT o CONTR.) GROUTED IN @ EA. REBAR THEN GROUT CORE SOLID AROUND WALL SHEATHING AT 4'-0" O.C. N 2" STRUCTURAL TOPPING 2'-0" GATECORE JOINT. (REFER REBAR ONLY w/ 6x6 W2.1 xW2.1 WWF TO CONTRACT DWGS.) TYPICAL WALL AS REQ'D. (TYPICAL) WALL SHEATHING 2x6 SPF#2 1 IN FLAT SHEETS. TYPICAL " WALL 2"f TOPPING SEE 8/S6.0 , .; : FRAMING `: 8" HOLLOW CORE SLAB, m 8 HOLLOW CORE SLAB, WALL FRAMING / " DESIGNED BY SUPPLIER GROUT JOINT SOLID DESIGNED BY SUPPLIER 8" HOLLOW CORE SLAB, PRIOR TO PLACING 8" HOLLOW CORE SLAB, //[ 2"t TOPPING SEE 8 S6.0 #4x2'-8" LG @ 2'-0" ,2'-0" 1#5 CONT. DESIGNED BY SUPPLIER SOLE PLATE ANCHOR' TOPPING SLAB [DESIGNED BY SUPPLIER / BENT AS SHOWN IN 8 SEE S5.4 2 f TOPPING SEE 8/S6.0 T/TOPPING STRUCTURAL TOPPING SEE PLAN #5 CONT. :.: .::.•_ ... # CONT. — — — :: ..:.• i Ir . . . . . -.. ... 00 J J (j 00 000000 J 3" MIN. 3' _ „ °° - = 3" MIN BEARINGco 00 BRG. #5 DOWEL BAR = ® 24" O.C. EXTEND WALL VERTICAL ' REINFORCEMENT INTO 8x12 CONC. BEAM, " „ w/6" 90° HOOK • • OPEN BOTTOM LINTEL - - W 4 x4 xY2 CONTINUOUS 6 MIN ABOVE LAST w/2—#5 TOP & BOTT STEEL ANGLE. FASTEN ' EACH INTO HCS BL CK W/2—#5 CONT. OPEN BOTTOM LINTEL iJ •. COARSE WITH 6 90° HOOK AND #3 CLOSED TIES /s " - BLOCK w/1—#5 CONT. w /$ @ 16 0.C. @ 6" OC. THREADED RODS w EPDXIED 4" MIN. w SECTION 6 SECTION 7 SECTION 8.` SECTION W S6 0 SCALE: 3/4" — 1'-0" 56.0 SCALE: 3/4" 1'-0" I 56.0 SCALE: 3/4" — 1'—D" 56:0 SCALE: 3/4" = 1'-0" t� 2ND FLOOR FRAMING WALL ABOVE ?' BREAK VOID AT 4FT O.C. & Y2" EPDXY ANCHORS POUR IN PLACE @ 24" O.C. 1 #4 y,BENT AT 4'—0 O.C. "f TOPPING I I PICAL 2 HOLLOW -- CORE SLAB O ---------------------- ---- - r ----- - cV j AS REQ D. 0 0 0 ~ .� 0 SECTIONS IONS \-8" AND HOLLOW CORE DESIGNED ^�^ BY HCS ENGINEER DETAILS AILS YSkin£{5d, f?lbG3 �: vvveal� '�T®�t�lfflyl� �i/' Lou P o n t i g o a n d �J „•....,e,pLJ',, .�.�� 1 , �� r t, Associates, Inc. .,'°\ � �•0CIF/, ''� STRUCTURAL x ENGINEERS i No. • ` a 3t:ey ,r " ti's. `. e 9> c4 420 Osceola Ave[iue Vn Drawn b J $ < z Jax. Beach, Florida 32250 Y SJ .� $t , T O� e � Ph. 904-242-09x38 Job: JCXR-14-00328 ,c� o fY �' FL: CA# 8344 SC: CA# 3579 SECTION � OIDP Sheet ♦ .ev ,.,,u . m..4,re.�'tcY , u,�,��,la^h..b:✓c FIELD@LP-A.COM SCALE: 3 4" = 1'-0" " 'v",'`'' S V•0 �10 / PERMIT SET Sht. 11 of 15 Shts. BUILDER MAY CHOOSE EITHER THE DROPPED DO NOT MEASURE DRAWINGS E CONDITION NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES 0 RAISED HEADER TYPICAL WALL FRAMING NOTES. TYPICAL HEADER NAILING HEADER CONDITION R R PRIOR TO CONSTRUCTION. SEE AM MAL MISS 1. USE SPF#2 OR BETTER FOR 0.131X3" TOE NAILS NG ALL WALL STUDS.. ROOF SHEATHING, TYPICAL ST D NAILING: 2X6, 2x8 = (5) NAILS TYPICAL LAP SPLICE: A2x10, 2x12 = (7) NAILS �� �� TYPICAL TOP PLATE NAILING: EXTERIORLLS WALLS - 48" O.C. SEE SPECIFICATIONS 2. USE SYP#2 FOR ALL TOP 0.131x3" ND NAILS: 9" LVL, 11" LVL = (7) NAILS (12) 0.131 Ox3 FASTEN ALL TOP PLATES , PLATES AND SOLE PLATES. (2) AND 12 MAX FROM CORNERS AND 2x4, 14" LVL, 16" LVL = (9) NAILS TOGETHER w/ (3) ROWS SOLE PLATE SHALL 3" MIN SEE 1/57.2 (3) 2x6, ° OF .131x3 Ca? 12" O.C. STAGGERED. C 3. USE SYP#2 (4) 2x8. SYP#2 PLATE BREAKS FOR ALL TOP HEADERS � � __ _ ° SYP#2 DBL. HEADER, ° ° ° 2x2xyg" 2002 San Marco Blvd. r I FULL HEIGHT ANCHOR 6"MAX. TOP PLATE PER PLAN 4'-0 MIN. WASHER Suite 200 Jacksonville, 4. ALL WALLS SHALL BE � I I�--I FL 32207 BALLOON FRAMED FULL I r ' �� I EITHER SIDE F PLATE 9046001 2 420 HEIGHT TO ROOF OR FLOOR ``� I ��� HEIGHTCHANGE BEARING ELEVATION, U.O.N. ON -� I I I www.jaycoxarchitects.com 2x-BLOCKING' ONLY RAISED PLAN. I I REQUIRED IF SHE RWALL HEADER ARCHED TRANSOM OPTION: CKING Issue 2x SPF DIAGONAL BLO ` r n ; f3-0.131"x3" - EN BOTTOM PLATE OF PERMANENT TRUSS SYP#2 DBL. SIMPSON H2.5T OR FASTENED w/ 3 0.131 x3 5.) FAST DROPPED w INTERIOR LOAD BEARING BRACING BY OTHER i TOP PLATE _ � LSTA12 STRAP F LDED HEADER EA. END TYPICAL. � y2 x8 THREADED ROD WALLS TO CONCRETE SLAB I OVER TOP LATE SHEATHING MAY EXTEND 2; EPDXIED 4" MIN w/16d MASONRY CUT NAILS PAST BLOCKING- WINDOW ATTACHMENTS MUST 16" O.C. MINIMUM. SEE BLOCKING AT ALL _--_ _____ ARCHED SYP#2 HEADER, ANCHOR INTO 2x MATERIAL� v FOUNDATION PLAN ADDITIONAL SHEATHING JOINTS: {� TRANSOM ANCHORS AT SHEARWALLS 2x4 FLAT WISE. FASTEN 'I FASTEN LOWER STUD OPTION FULL HEIGHT PER PLANS - EACH END WITH 2-10d ; TO TALLER STUD w SEE RIGHT ANCHOR, SEE - °° TOENAILS. ONLY REQUIRED I 2-ROWS OF 10d COMS PLAN FOR SIZE JACK AND _ AND LOCATION KING STUDS, a_ AT SHEATHING JOINTS FOR i 0 12" O.C. WINDOW SILL SEE a SEE PLAN _ INTERIOR BEARING WALL: EXTERIOR WALLS AND TYPICAL SOLE SCHEDULE -/S- I SHEARWALLS FOR SIZE AND WINDOW SILL SEE HCS BY SEE PLAN FOR STUD SIZE PLATE NAILING: FOR - OTHERS r AND O.C. SPACING. CONNECTION EACH SCHEDULE -/S- FLOOR SHEATHING, 0.131x3" TOE NAILS: END FOR SILL SIZE AND - CONTINUOUS BLOCKING SEE SPECIFICATIONS (3) @ 2x4, CONNECTION EACH s , - (4) 0 2x6, END SOLE PLATE- ANCHOR: WITHIN FLOOR SYSTEM �! (5) 0 2x8. WHERE POST IS ABOVE. 16d COMMONS I SEE ENLARGED DETAIL EXTERIOR WALL SOLE PLATE ® 16" O.C. -- {' - z cn AT RIGHT. T _ w PT. SPF#2 ANCHOR DETAIL AND SPACING Q Q SOLE PLATE SYP#2 DBL. ( ,•- I ' I w � TOP PLATE I - s -_1 sL s —� I I = r------ --- ?.`� I I J p 2x6 SYP#2 BLOCKING BETWEEN Imo- I I > HOLOW CORE SLAB, SEE PLAN EA. TRUSS. FASTEN TO TOP a w 8 �/ 2x6 SYP 2 NAILER m 2 # PLATE w/ 10d 4"o.c I o_ z MAX. MIN. I I Q WALL FRAMING AT yALL FRAMING AT FROM SOLE WALL FRAMING AT FASTENED TO TOP I --- w^ RAISED HEADER CONDITION PLATE BREAK DROPPED HEADER CONDITION PLATE w/ 10d @ 3"o.c SEE 1 S7.2 SEE 2/S7.2 -/------- /S7.2 �{ 2 TYP. WALL SECTIONS INTERIOR BEARING S7.0 SCALE: 3/4" = 1'-0" WALL: SEE SCHEDULE , BLOCKING AT ALL FOR STUD SIZE I� AND O.C. SPACING. ! WALL PORCH SHEATHING, HEADER SHEATHING JOINTS: I EhIk I 2x4 FLAT WISE. {� SHEATHING ROUGH DR PPED HEAD MINIMUM END BELOW SPECIFICATIONS FASTEN EACH END OPENING OR SILL PLATES FASTENER EACH END WITH 2-10d TOENAILS. WALL SHEATHING < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS PORCH PARALLEL`" HEADER & SUPPORT ONLY REQUIRED AT BLOCKING AT ALL TO SOLE PLATE , 6'-4" (2 2x4 SPF #2 (5)12d TOE NAILS TO WALL' SHEATHING JOINTS ING JOINTS: � � POST, PER PLAN. I (2)MSTA24 PERPENDICULAR I STRAPS FOR EXTERIOR WALLS SHEATH RAISE /4 FROM s 8'-4" (3'2x4 SYP #2 (1)A34 + (4)12d TOE NAILS E� 2x4 FLAT WISE. FASTEN { BOTTOM OF SOLE ,, r » 2 12d TOE 24" 16 GAUGE TO WALL POST BASE: AND SHEARWALLS EACH END WITH 2-10d I; PLAN AND FASTEN s 12'-0" (3'2x6 SYP #2 (1)A35 + (4)12d TOE NAILS SYP#2 ( ) WALL TOENAILS. ONLY REQUIRED �I HEADER � NAILS E.E. STRAP w/11- POST 24" 16 GAUGE 4x4 POST:ABU44 SHEATHING w/8d 0 3" O.C. » BELOW 6x6 POST:ABU66 AT SHEATHING JOINTS FOR {� SEE ..BELOW FOR BOX GIRTS REQUIRED BETWEEN PER PLAN OPENING (MIN) 10dx1Y2 EA. END STRAP w/11- �'i EXTERIOR WALLS AND = WINDOWS I TWO STORY CLEAR HEIGHT WALLS. 10dx1Y2" EA. END 0 � SHEARWALLS �� I�` PORCH. � (6)12d TOE NAILS END PORCH HEADER, - SLAB TOP & BOT. FASTENER '! SEE DETAILS SEE DETAILS 2x_ SPF T&B w/ A SEE PLAN ` N S5.0 ON S5.0 12d0 8" O.C. HTRA 5/8" ROD KING & KING & JACKSTRAPS MSTA24_ ----- --Z- -/--0 , ,------ --� TYPE60XII�EID �- `( ) JACKS-/ I' STUDS SEE PLAN STRAPS '° iw I I I I i w = SHEATHING PER PLAN PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF CONT. AT A HEAD OR SILL PORCH HEADER PORCH HEADER PORCH HEADER Q I I I Q GIRT/VERT SIMPSON LTP4 ON PLATES SEE AT CORNER POST AT POST AT POST I I I I JOINT. I I I I I I INSIDE FACE, IF NO SCHEDULE I I --------J 2x SPF RIPPED JACK STUD PORCH SHEATHING SPECIFICATIONS: w � L------------J �'-------------J L---- TO FIT ARCH. ROUGH OPN'G, SEE ARCH. DEPTH REQ'D. BOX BEAM BETWEEN WINDOWS '/2 " GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS Ca? 6"o.c EDGE & FIELD SECTION A—A IN TWO STORY FRAMING OR SINGLE STORY MULTI STORY 3/, " (OR GREATER)°,,OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6"o.c EDGE AND FIELD w b 1 TYP. WALL SECTIONS 3 WINDOW HEAD ND SILL FRAMINGrT�'� TYPICAL PORCH FRAMING DETAILS SCALE: 3 4" = 1'-0" S7 0 SCALE: 3/4" = 1'-0" 5�-O SCALE: 3/4" = 1'-0" Q+ S7.0 / D WHERE ANCHOR IS SPECIFIED ON FULL HT ANCHOR TERMINATES WASHER CONVENTIONALLY STRAP /S-) CONVENTIONALLY STRAP /S-) AT UPPERMOST TOP PLATE D PLAN �� FULL HEIGHT (- ( PLAN ADJ. TO GIRDER/BEAM O ANCHORING SPECIFICATIONS WHERE MAX. ANCHOR WHERE MAX. ANCHOR /- LOCATE ANCHOR WITHIN w/ NUT AND WASHER OF SPACING IS EXCEEDED SPACING IS EXCEEDED I `y ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL 6" OF POST. DOUBLE FULL HT. CONSIST OF 3/8"0 A307 THREADED RODS, ORIENTED VERTICALLY AND SOLE _/ FULL HT. ANCHOR ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE I I I UPLIFT TOP PLATE. I I I I I I I I DOUBLE TOP CONNECTOR PLATE ANCHOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE TOP PLATE, PROVIDE I I I I I POST, PER I I PLATE SEE PLAN A 2"x 2"x )/8" STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 j j I I I PLAN I I THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) I I I I I I I MAXIMUM SPACING I WALL STUD FULL HEIGHT q OR POST. ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE I I I I SEE THREADED ROD THREADED ROD PLATE 1/" LARGER THAN THE DIAMETER OF THE THREADED ROD USED. SPECIFICATIONS ON I I I I I I I SOLID BLOCKING I PLAN SEE PLAN WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS (SIMPSON Tl(PICAL I I I CNW OR EQUAL) MAY BE USED IN CASES WHERE ONE CONTINUOUS ROD IS I I I I WITHIN FLOOR I I UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN ELEVATION HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 WOOD I I I i (TYP) j a. a ; A INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. — 4- — — — — — — �- — �- — — — — — —I — -� I — — — — — — I C g . FULL HT. WASHER OTHE NUT BA SNUG-TIGHT OVE THE RCONDITION PLUS MOST PLATE AONE HALFLL BE UTURN 0RED \F ATME FRAMING 'FLOOR STANDARD RUS OR JOIST I I STEEL COUPLER ANCHOR STANDARD WRENCH (APPROXIMATELY 30 FT.-LBS. OF TORQUE). — �— — — — — — I4- -I-- — — — — — -j- — — — — -- — (OPTIONAL, LOCATE DUE TO SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL SECTIONS AS NEEDED) AT SILL PLATE AT TOP PLATE RE-TIGHTEN NUT TO 30 FT.-LBS. OF TORQUE AFTER ALL TRADES ARE (TYP) I I I I I I I I I SOLE PLATE ANCHORS COMPLETE AND PRIOR TO INSULATION. AND I i i i PER SCHEDULE ON PLAN. FULL HEIGHT ANCHOR INSTALLATION CHART HEADER, FLOOR EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY DETAILS j YPICA I I I I I I I I I ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE I I I I I POST TO SEE TABLE AT RIGHT FRAMING THREADED © FO REQUIREMENTS I I I I MATCH ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE I I I I I I I I POST ABOVE I /-FOR EPDXY EMBEDMENT I I I I FULL HEIGHT HOLE HOLE SPEC. DEPTH DISTANCE o" \S A � I I I i I I I I AND EDGE DISTANCE. 3 g / / 2x2x 4 4 2 3 °' 3 I I I I THREADED ROD FOUNDATION, / i > >/ » �> `'�1C •Ny ��, I I I I I PER PLAN. 2 2 8 L � Lou Ponti o and Q .' °4s i t r �T�f4xK�'"� t� ` ° • Associates, Inc. I I I I I I SEE PLAN 1/2 5j8 /,s 3x3x /4 6 6 2Y2 3 �� r I I I I I I I I I I °° No � �r � � � ��� 14J5/8 3�4»� 3/a"� 3x3x'/a" 7.5" 10" 2Y2" 3>� e�- ` �33yn E N G I N E E R S INSTALL 1-STORY THREADED RODS MONO STEM MONO STEM = ' S 420 Osceola Avenue 6"MAX. FROM WHERE 2-STORY RODS CANNOT BE INSTALLED EMBEDMENT A7` ,a Drawn by: JSJ � , � OF• t 1� :� ,, � � � ��x �p�� JaxPhe9011-242-0908 50 KING STUD XT DEPTH O THREADED ROD INSTALLATION CHART .;�(`](�y�y�,0 ��,.�,•4ti,` xiL[ Job: )CXR-14-00328 � y;`t,'�` ;b '' x r, .(L ti''47�[�i* k '+k' FULL HEIGHT ANCHOR PLACEMENT DIAGRAM FULL HEIGHT ANCHOR � � � "I'll, �d� FL: CA# $344 SC: CA# 3579 Sheet - ""'��A, �� � ��,,,`; ., ., : FIELD@LP-A.COM 5 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEMSTO S7.0 SCALE: N.T.S PERMIT SET Sht. 12 of 15 Shts. i i i DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 2 PLY 1.9E 2 ROWS 16dNAILS ARE PERMISSIBLE MICRBUT NOT REQUIRED. LVL BEAM @ 12"o.c LAM COMMON WIRE 3 SEE NOTES FOR AT SOLE PLATE JOINTS INSTALL LVL B BOUNDARY OF RATED SHEATHING, EA. SIDE CONNECTION 2-0.145x3" PAF, EACH SIDE. ASSEMBLIES PAF's MAY BE OMITTED ON ONE SIDE SHEATHING SEE GENERAL NOTES IF A SOLE PLATE ANCHOR IS WITHIN ° 12" OF JOINT EXAMPLE OF PANEL 3" o SOLE PLATE ANCHOR 2002 San Marco Blvd. EDGE w/ BLOCKING 1�/4" © 2x6 o PER DETAIL Suite 200 Jacksonville, FL 32207 WHERE REQUIRED - �N 1�/z" C� 2x8 ' " BY GENERAL NOTES ---,._._ 1 /2 AA26001325 N N 2:O„ 904-396-4420 ° x 1/2" DIAMETER ° www.jaycoxarchitects.com NAIL SPACING AT = ° 17 L ASTM GRADE A-307 BUTT JOINT SUPPORTED EDGES, 3 ROWS 3 PLY 1.9E 0 N � Issue GENERAL NOTES 16d COMMON MICROLLAM x ° 12d NAILS PT. SYP#2 MAX. MIN. WIRE @ 12"o.c LVL BEAM FROM OTHER ° SILL PLATE SOLE PLATE BREAK o EA. SIDE SIDE OF 2nd EXAMPLE OF UNSUPPORTED - (UNBLOCKED) PANEL EDGE PLY S OF 5" -; MULTIPLY LVL & x TRUSSLOK 4-16d EA. SIDE TRUSSL (TYPICAL) 2x12x ° ENGINEERED WOOD N NAILING PATTERN ° FASTENERS ® 24"o.c E00 NAILING TO AS SHOWN 4'-0" MIN. INTERMEDIATE SUPPORT 2x6 or 2x8 2x4 IS Cox MAX. (UON) STUDS, ROOF NAILING PATTERN TRUSSES, OR NAILING PATTERN 2 DBL: TOP 2x SYP. FLOOR JOISTS # ADD 3rd BUILT—UP PLATE. FASTEN (2)2x--'." 2x— BEAM FASTENING TOGETHER w/ (2) ROWS OF .131 x3" —*.�— (2)2x— 12"o.c STAGGERED MULTIPLE MEMBER UPPER PLATE BREAK 1 SHEATHING NAILING DETAIL 2 BUILT - UP MEMBER FASTENING 3 ENGINEERED WOOD BEAMS 4 PLATE BREAK DETAIL S7.1 SCALE: 3/4" = V-0" S71 SCALE: 3/4" V-0"— 57,1 SCALE: 3/4" = 1'-0" S7.1 SCALE: 3/4" _ 1'-0" LOCATE FULL HEIGHT ANCHOR ON SIDE OF CORNER WHERE UPPER 2x4 BLOCKING A TOP PLATE OVER LAPS @24" O.C. FASTEN PENETRATIONS THROUGH STUDS EACH END w/3-10d STUDS NON WALL LOAD NON—LOAD q� TOENAILS LO 1y„ 1Y„ L XDRI TER ORWALL LOADWALLRING BEARING BEARING 3y 3%" + WALL NOTCH WALL NOTCH — " 3" " 3"3" SIZE BORED HOLE SIZE BORED HOLE SIZE �— STUD BELOW 40% 60% 60% 25% 40% STUD FACE LOWER TOP 4-10d 2x4 1 3/g" — 2 Ys" 7/8" 1 3/$" STUD FACE BORED HOLES %" MIN. PLATE AT BREAK OVER LAP DOUBLE COMMONS (2)2x4 — 2 Ya" 2 Y" /$" 1 j8" V MIN. DIA. 40% OF BORED HOLES TOP PLATES 2x6 2 Y4" — 3 5/s" 1 3/8" 2 Y4" STUD WIDTH, DIA. 60% OF WALL INTERSECTION 5 5 3 „ O 60% OF STUD � STUD WIDTH ORTHOGONAL VIEW CONDITIONS SPICE JOINT (2)2x6 — 3 /6 3 /6 1 /8 2 Y4 WIDTH IF DOUBLE 2x8 2 /$ — 4 /$ 1 /s 2 /8 STUD MAX. ' CO 3"3" 3"3" 3"3" 3" 16d NAILS � " 3 " 13 " 7 " (2)2x8 — 4 3/8„ 4 3/$" 1 13/6" 2 7/8" NOTCH 250 NOTCH 400 OF STUD OF STUD >, „ „ WALL HOLE WIDTH MAX. WIDTH MAX. 11 11 1 11 p � 3333333 SIZE SIZE 1'-2" 1'-2" y„ 1Y" 1'-2" 1'-2" 2x4 1 3/,p O EXTERIOR OR NON BEARING G4 4 CORNER WALL INTERSECTION 3 » CONDITIONS CONDITIONS 4'-0" 2x8 3 j4" BEARING WALL PARTITION s W NOTES: PLATES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS SECTION A TOP AND BOTTOM PLATE HOLE, CUT OR NOTCH THAT IS 50% OR MORE OF NOTE: • 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL WIDTH MUST BE REPAIRED USING 16 GA.(MIN.) METAL TIE THAT IS AT SEE SECTION 2308 9.10, 2308 9.11, AND FIGURE 2308 9.10 FBC W Y) 3. O DENOTES FULL HEIGHT ANCHOR, SEE PLAN NOTE: LEAST 1 Y2" WIDE (SECTION 2308 9.8 IBC) IF WALL IS A SHEARWALL IT Q 4. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 2x4 LAP SPLICE = 16d NAILS © 3"o.c(MAX.) MUST BE REPAIRED USING HARDY FRAME SADDLE (HFS) �--r 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE 2x6 LAP SPLICE = 16d NAILS @ 3"o.c(MAX.) OPTIONS ARE SHOWN TYPICAL FACE NAILING 16d NAILS (9 14"o.c(MAX.) w FRAMED WALL CORNER AND 5 INTERSECTIONS STUDS CONFIGURATIONS 6 2x4 SPF#2 CONTINUOUS FLOOR NAILING AT LAP PLICE 7 CUTTING, NOTCHING, BORED HOLES IN STUDS AND PLATES LEDGER FASTENED TRUSS. W S7.1 SCALE: 3/4" = V-0" S7,1) SCALE: 3/4" = V-0" S7.1 SCALE: 3/4" = 1'-0" TRUSS WEBS WIT w/3-0.131x3" 2x4 SPF#2 CONTINUOUS COMMON. LEDGER FASTENED BRACING NOTES AND SPECIFICATIONS TO TRUSS 10d © 3" O.C. ROOF TRUSS. � pro MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE 1.)ALL BRACING LUMBER SHOWN, EXCEPT FOR FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12 TRUS BRACING{—BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 3-0.131x3" NAILS @ 6" O.C. O.C. FASTENED TO TOP 2x4 SYP#2 CATS AT 12 PLATE w/ 4-0.131x3" SPF#2 OR BETTER. (UON) O.C. FASTENED TO TOP— K3," OP —/4L COMMON. PLATE w/ 4-0.131x3" 11 '/4" SHEARWALL OR 2.)BR RACE LUMBER SHALL INTERSECT THE WEB OF COMMON. MAX. EXTERIOR WALL � THE BRACED TRUSS, PER DELEGATED TRUSS (1)DIAGONAL BRACE PER ENGINEER. (4) TRUSSES APPLIED--\ PPLIED 10 I FLOOR DECK 10d @4"o.c 3 FASTEN CATS EACH END w/ TO BACKSIDE OF WEB. I I 1°I )PERMANENT PERMANENT BRACING WHERE NOTED I I ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR 3-0.131x3" COMMON 2x SYP#2 CONT. ATTACH ;, moi, LSTA12 STRAP I I SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM ' TO TOP PLATE AND TRUSS 2x4 SPF AT EACH END BRACING APPLIED TO i°i CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM SHEARWALL OR /Ij w/ 0.131x3" @ 3" O.C. EDGE OF ALL AROUND �; i' OF BLOCKING I I CHORDS AND ATTACHED TO EACH TRUSS WITH EXTERIOR WALL SHEARWALL 2x MAY OVERHANG TOP PLATE. '/�6 " OSB TYPICAL FRONT SIDE OF WEBS. I°I BLOCKING ��' I I 2-8d COMMON NAILS. AT GABLE END WALLS ALTERNATE A ALTERNATE B `p, ° T—BRACE FASTENED TO I I PROVIDE DIAGONALS AT END WALLS PROVIDE BLOCK SHEAR TRUSS o; PANEL �o FLOOR WOOD ° ° ° o WEB w 12d Ca? 6"O.C. 1°1 DIAGONALS (APPROXIMATELY 45%) TO THE ROOF TRUSS. EVERY OTHER TRUSS ,: / FRAMING ° ° ° ° ° ° ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN SYP 2 2x4 NAILER FASTENED TO TRUSS FLOOR FRAMING T—BRACE TO BE THE I I # (DESIGN FOR 600# EACH LINE OF BRACING TO FORM A ZIGZAG BOT. CHORD w/ 0.131x3" @ 3" O.C. DECK OF SHEAR) SHEARWAINTERIOLR 5-10d N SECTIONS SAME SIZE, SPECIES, PATTERN ALL CONSTRUCTED OF THE SAME BRACING FASTENED TO SHEATHING w/ 8d 2-1Od AILS CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB 1°I MATERIAL. THIS REQUIREMENT IS NOT NECESSARY " �' (TYPICAL) 3 o.c. AND TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. I I TOENAILS 1 I AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS SHEATHING FASTENED TO LSTA12 STRAP FLOOR TRUSS PERP. TO SHEARWALL LOCATION.RACE IS— NEEDED,ORE HOVERLAPATERAL BRACE I°I DIAGONALS ARALLEL TI BOETOM CHORD ND SPACCEBBETW EPROVIDE OP PLATE w/ 10d @ 3" O.C. /--ATEACH END DETAILS BETWEEN HE WALL OF TRU AS SHOWN. I°1 AND THE FIRST LINE OF BOTTOM CHORD BRACING iJj AT A MAXIMUM SPACING OF 20 FEET. SHEARWALL NOTES: BLOCK SHEAR TRUSS auy,bj �, co 1. CONTRACTOR MAY 16 MAX. ,o \.,.••�;�� CHOOSE ALTERNATE EVERY OTHER TRUSS Ft009 (DESIGN FOR 600# Lou Pontigo and A B &C ° ° iWix%IING S3M ' OF SHEAR) 0 37y � - �� Associates, Inc. SHEARWALL -v S � � ; ' STRUCTURAL 2. USE ALTERNATE A. lu INTERIOR AT EXTERIOR WALLS SHEARWALL ENG 1 N E E R S ENDING BETWEEN ROOF ALTERNATE C Tam �, °,.._` �,. , z 420 Osceola Avenue TRUSSES. L00 TRUSS PERP. TO SHEAR ....• 1S4 y FLOOR A U` '�� ,.`` Jax. beach, Florida 32250 Drawn b JSJ BLOCK TRUSS OPTION "",�„ , ��"�,,,•,, x .? Job. li Ph. 904-242-0908 : JCXR-14-00328 FL: CA# 8344 SC: CA# 3579 Sheet ' FIELD@LP-A.COM 8 PERMANENT TRUSS BRACING g SHEARWALL ATTACHMENT AT ROOF 10 SHEARWALL ATTACHMENT A SCALE: 3/4” = V-0" S7.1 S7.1 SCALE: 3/4" = 1'—O" S71 SCALE: 3/4" = V-0" PERMIT SET Sht. 13 of 15 Shts. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES ROOF SHEATHING, SEE SPECIFICATIONS BELOW. 2x SPF BLOCKING RIPPED TO FIT 2x4 SYP#2 HORIZ. BRACING Ca? PRE—ENGINEERED WOOD WITH GAP SHOWN FULL HT. ANCHOR 24" O.C. BETWEEN OUTER WALL FLOOR SHEATHING, ROOF TRUSSES. < & FIRST INTERIOR TRUSS. NAIL SEE SPECIFICATIONS , 16d COMMONS EACH END w/ 3-0.131x3" NAILS BELOW @ 8"o.c FLOOR (TYP) ` SHEATHING JOINT TRUSS ��� ������� AT CONTINUOUS 2002 2Son 00 Marco Blvd. F. Suite�• >� �'� r• EXTEND SHEATHING VERT. SHEATHING JOINT RIBBON BOARD Jacksonville, FL 32207 TO TOP OF TRUSS AS SHOWN. # �` AT BLOCKING. Y2" GAP BETWEEN AA26001325 SHEATHING MAY PROVIDE 2x4 BLOCKING 2D AGONAL Y" GAP BETWEEN SHEATHING PANEL 904-396-4420 TERMINATE AT AT HORIZONTAL JOINTS. FASTEN EA. SHEATHING PANELS www.joycoxorchitects.com UPLIFT TOP OF DBL. END w/ TRUSS CONT. RIBBON BOARD. CONNECTOR, TOP PLATE. 3-10d COMMONS . . 2X4 BLOCKING FASTEN TO TRUSS Issue SEE PLAN FULL HEIGHT ____ ______ BETWEEN TRUSS WITH 2-16d COMMONS a It ANCHOR 5" < HEEL < V-0" EE '-0" CEILING 1 VERTICALS. FASTEN WALL FRAMING LINE 41 WALL FRAMING w/3-10d TOENAILS 7i TYPICAL CONNECTION FLOOR TRUSS PERPENDICULAR HEEL < 5" N FLOOR TRUSS PARALLEL 00 1 TYPICAL ROOF TRUSS CONNECTION 2 FLOOR TRUSS AT WALL FRAMING S7.2 SCALE: N.T.S57,2 SCALE: 3/4" = V-0" 6" DBL. TOP MAX NOTCH HEADER WALL PLATE BELOW TOP PLATE SHEATHING 8d COMMON NAILS AT 3" O.C.(TYP) 2x4 BLOCKING 5-10d TOENAILS 01° PORCH 8d COMMON BETWEEN EA. RIDGE, 8-GUN NAILS o HEADER, WIRE NAILS TRUSS. ATTACH AT 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, SEE PLAN. SEE PLAN. TO BLOCKING EACH WALL STUD FASTEN TO ROOF FRAMING BELOW FULL HEIGHT @ 3" O.C. \ w/ 3-16 NAILS AT ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. CONVENTIONAL ANCHOR OR HOLD MIN. (2)2x4 WOOD EA. FRAMING WALL RAFTERS, SEE DOWN AT BASE OF I INTERSECTION. (MIN. SHEATHING OVERFRAME RAFTERS, SEE PLAN. ROOF FRAMING PLAN. POST BELOW. & (1) ADJ. OF 6-16d BETWEEN TO PORCH HEADER. 51, / p OPTION A EACH TRUSS) STUD WALL FRAMING 2x SOLID BLOCKINGILSTA12 FOLDED -- AT SHEATHING EDGE I: SIMPSON H3 w/ 10-8d COMMON 8d COMMON WI E NAILS NAILS FROM RAFTER TO LEDGERDOUBLE TOP PLATE OVER TOP PLATE � �-wl � I� THESE STRAPS ° ° ° ° ° ° ° ° CONTINUOUS OVER PERPENDICULAR TRUSS TO BLOCKING 3" O.C. Id AND LEDGER TO ROOF MEMBER. ° ° ° ° ° w/5-10d NAILS 2x4 SPF#2 MAY BE OMITTED 6» HEADER INTO TOP PLATE & DETAIL B BLOCKING WHEN OVERFRAME x MAX 5-10d NAILS INTO # � I ALT. TO BOTH H3 ABOVE RAFTER LENGTH ¢ 2x6 SYP 2 COLLAR TIES w BEAM. SPACE ROOF TRUSS PROVIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" 8-12d NAILS EACH END, @ 24" O.C. OR JOIST \� / ROOF MEMBER. BETWEEN OVERFRAMING RAFTER = AT EACH RAFTER. 00 � FOR PERPENDICULAR AND ROOF MEMBER. w 00 - TRUSS CONNECTION = 8-GUN 00 SEE DETAIL B ABOVE. NAILS CONTINUOUS 2x6 SYP#2 RAFTER N LEDGER FASTEN WITH I,J 5-0.131x3" EA. STUD. PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT BEARING NOTE: COLLAR TIE TO BE LOCATED MIN. (2)2x4 WOOD PARALLEL TRUSS TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. NO HIGHER THAN 2/3 THE TOTAL BELOW. & (1) ADJ. HEIGHT OF THE RAFTER � OPTION B TO PORCH HEADER. DETAIL A OHmmi � P4 �!, 3 TYPICAL PORCH BEAM CONNECTION WHEN 4 WALL ADJ. TO ROOF CONNECTION WHEN 5 DECK LEDGER AT OVERFRAME RAFTERS 6 TYPICAL COLLAR TIE DETAIL W �' �.2SCALE: 3/4" = 1'-0" NOTED S7 2 SCALE: 3/4" = V_O" NOTED S7 2 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. S7.2 USE AT ALL RAFTER PAIRS IN CONVENTIONALLY FRAMED ROOFS ROOF FRAMING CEILING JOIST Q �q FOR RAISED HEADERS, STRAP THE TOP UPLIFT STRAP TOP PLATE TO STUD UPLIFT CONNECTOR FRAMING SCHEDULE PLATE TO HEADER WITH LSTA12 @ 32" O.C. H2.5A @ 32" ON—CENTER JOIST MAXIMUM SPAN �� W IN LIEU OF THE H2.5A STRAPS ROOF UPPER STORY OP PLATE ELEV. FRAMING (SYP #2) ©24" O.C. @16" D.C. � \ CONVENTIONAL ROOF i j 2 x 4 6'-7" 8'-0" , FRAMING, PER TABLE 2 x 6 9'-10" 12'-0" �` AT RIGHT. UPPER STORY 2 x 8 12'-6" 15'-3" W8RE NAILS END ;Z � � TOP PLATE ELEV. 2 x 10 14'-9" 18'-1" CEILING JOISTS '� INTO RAFTERS. SEE TABLE 2 x 12 18'-8" 22'-10" zv ATTIC DESIGN CRITERIA: \�� • • " ��;; - H2.5A TOP & BOT. 10 PSF DL, OF CRIPPLE STUD 20 PSF LL I4 r TOP PLATE TO STUD M TA 4 STR P EACH/ @ 32" O.C. UPLIFT CONNECTOR AND EMMA STUD TO LOWER FRAMING: MAXIMUM SPACING OF 8 O.PROVIDE SOLID BRIDGING AT C. H2.5A© 32" ON—CENTER MSTA48 OR CS16 STRAP IDE 0 HEA R AND AT JOIST BEARING ENDS (2) 12d TOENAILS EACH SIMPSON H3 @48" ON—CENTER NOT NAILED TO ROOF RAFTERS. SIDE OF RAFTER. TOP & BOT. OF HEADER TO JACK STUD CRIPPLE STUD JNQ STUD TO LOWER MSTA24 STRAP EACH @ 32" O.C. FR ING 2 MSTA48 OR CONVENTIONAL ROOF FRAMING SCHEDULE NOTES: SIDE OF HEADER CS16 TRAP 1. USE THIS SCHEDULE FOR ALL ROOFS NOT FRAMED BY PRE-ENGINEERED WOOD ROOF ROOF RAFTER MAXIMUM SPAN UPLIFT CONNECTOR @ TRUSSES. (SYP #2) " 2. WHEN USING TWO H2.5T CLIPS ON 11/2" WIDE TYPICAL LOWER FLOOR ELEV. X24 O.C. C�16 O.C. DBL. TOP PLATE LUMBER, PLACE CLIPS DIAGONALLY ACROSS WOOD STUD TO LOWER FRAMING: J. 2 x 6 9'-2" 11'-2" (1) H2.5T OR 4-12d TOE NAIL DBL. TOP PLATE FROM EA. OTHER. 2 x 8 11' MSTA24 OR CS16 STRAP -7" 14'-2" (2) H2.5T OR 8-12d TOE NAIL 3. AT CONVENTIONAL FRAMING LOCATED OVER FRAMING LOWER FLOOR TOP 2 x 10 13'-9" 16'-10" 1 MTS12 OTHER ROOF FRAMING, SEE LEDGER BOARD @ 32" ON—CENTER ( ) PLATE ELEV. 2 x 12 16'-2" 19'-10" (2) MTS12 FRAMED SRAFTERS OTO MAINRAFTERS OVER SECTIONS 2 MSTA24 OR CS16 KING STUD TO LOWER STRAP EACH END RAMING 2 MSTA24 OR AND r 9 CONVENTIONAL ROOF SECTION Et SCHEDULE DETAILS OF WALL SEGMENT CS16 STRAPS �.2SCALE: N.T.S 0 0 oe ee eo LOWER FLOOR ELEV. H2.5A TOP 8c BOT. OF , tllBiii ulna ' , CRIPPLE STUD ��,,���'��`® ;�,, E Lou P o n t i g o a n d © 32» O.C. ars $ Associates, Inc. THREADED ROD ■ ®' arr x s s, is pmA STRUCTURAL SEE PLAN FOR SIZE NENGINEERSo. 533yAND SPACING 420 Osceola Avenue 4 t� Drawn byJ S J Jax. Beach, Florida 32250 WOOD BEAM ` .t r OFA fz Ph. 904-242-0908 Job: JCXR-14-00328 CONVENTIONAL WALL • < `' "�, •�� b Dp. .•°•��,o�'`� ' FL: CA# 8344 SC: CA# 3579 Sheet 7 CONVENTIONAL WALL UPLIFT STRAPPING TO BEAM 8 UPLIFT STRAPPING TO WALL a HEADER BELOW -.,,,,,,c , ,�� r ����e`` FIELD@LP-A.coM �.2SCALE: 3/4" = 1'-0" 57.2 SCALE: 3/4" 1'—O" S7.2 PERMIT SETI Sht. 14 of 15 Shts. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES - PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 11 YtR,I_`R TRU S 2x6 ROOF RAFTE :.,_., 24rr O.G� \ ROOF CLIP, SEE q 2002 San Marco Blvd. LUS26 JOTS ANGER " - - r- `4 . 0 PLAN (TYP) I` Suite 200 DIRECTLY T BCT. 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SEE PLAN BM-1'PLAN q PLU �3Y4"x 3Y2" SDS SCREWS TO EA qR S V RTICAL I SEE SEE f SEE SEE i 1/S6.0 2/S6.0 2/S6.0 3/S6.0 T TOPPING _ — �_ — , —_- _ _ —_ 1_JEF T TOPPING ------------------------------------------------------------ ----- - - 1-------------------------------------------------------------I--------�: -t EL. +10'-2" EL. +10'-2"1-/ I -----j---- ----- ------------------------L-----------1------------------- _ I � I - I I I SEE SEE � ' SEE SEE SEE 5/S4,0 R' 4/S4.0 4/S4.0—\ 11/S4.0 6/S4.0 ! ----� -- L=---J L----J L----J L----J L---=J 1 BUILDING SECTION (REFER TO ARCH SECTION D/A4�.2) �-o SCALE: 1/4" = 1'-0" 2x12 RIDGE BOARD O (2)2x12 SYP#2 2x8 SYP#2 i 24" OC. FASTSCgL TIE ROOF BEYOND �T COLLAR TIE AT EA .:>. "-� i� RAFTER TO PLATE--,,,,. 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AR0017234 - - - - - - - - - - — — — — — _ - - - - - - - I � � _ _ _ _ 1 ® MOTION DETECTOR I— I 2°��1 I I I I I I I I I RC RC r I I I I 4 GABLE TELEYI510N- 12" A.F.F.OR A5 INDICATED 1 SM 1 SM-1 SM 1 I SM 1 I I I I I ® 115V POWER SUPPLY® FLOOR I I I I ( I I E3J DISCONNECT 1 I ►�►LL I� I l9 l� l4 2"F1`1 TRANSFER 5WITGH ST -OI 1 RECE55ED FIXTURE To P.E. (NUMBER INDIGATE5 TYPE 4 - - - - - - - - - - L _ I LETTER INDICATES LOCATION) SM-1 SM-1 I ❑ I I —- ROMEX GABLE,3- 12 COPPER M� CONDUCTORS CONGEALED IN WALL (2) LEVEL TWO ELEG. GAR 1 SM-1i OR ABOVE GEILIN6 AR671N67 STATIONS, WALL I I --- THIN COPPER GABLES IN I I I _ I I I I 2„y.1`I I - UNDERGROUND CONDUIT 671`1 EXT 'F-X EXT CF-X UNTED EX CF XSI THREE-WAY 5WITGH 48'�AF.F.F — _ _ _ I - - - $p DIMMER 5WITGH-60o W UNLESS NOTED 48” A.F.F. 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ABOVE FINISHED SLAB II I� `� _ _ _ III I I III III III III III III III _ III I G/W CENTERED ON WALL II GHCENTERED WITH COLUMN- - - �- C GROUND FAULT INTERRUPTER y L 1 - - - — I 1> - ❑ ❑ Q L I HG HORIZONTAL/CENTERED EXT RC EXT RC- EXT RC- EXT RC- J 1 1 EXT SC-1 FFIT� SO 1 FIT SO FIT S FFIT EXT SC I IN BACK SPLASH O.I.D. OUTLET IN DRAWER L - - - - - 1 ❑ - - - - - - - - - - - - - - J - -- - - - - - - - - - - - - - - - - - -� I�- - - - - - - - - - - - - - - - - - - - - - - J WP WEATHERPROOF A TELEPHONE WALL MOUNTED 12" A.F.F.OR A5 INDICATED I III III DA DATA OUTLET- 12" A.F.F. OR AS INDICATED II II II II iii II B GABLE TELEV15ION -MOUNTED IN FLOOR ® ALARM KEYPAD O EMER6ENGY LI6HTIN6/0UTLET ®5 SMOKE DETECTOR TQ THERMOSTAT rr� Q VOLUME CONTROL �J G; KON. I -ELECTRIOAL. FLAN FLOOD LIGHT hit ® BA5EBOARD HEATER ELEGTRIGAL NOTES o VACUUM INLET � INTERCOM SYSTEM I. THE ELECTRICAL WIRING SHOWN 15 DIAGRAMMATIC AND 15 INTENDED TO INDICATE SWITCHING. REFER TO THE REFLECTED GEILIN6 PLAN AND INTERIOR ELEVATION DRAWING GM CARBON MONOXIDE DETECTOR FOR LIGHT FIXTURE LOCATIONS,UNLE-55 OTHERWI5E NOTED ON THE ELECTRICAL SMOKE/CARBON DRAWINGS. SGM MONOXIDE DETECTOR 2. GENERAL CONTRACTOR SHALL COORDINATE TRU55 LOCATIONS WITH LIGHT FIXTURES.ALL LIGHT FIXTURES SHALL TAKE PRIORITY OVER TRU55 SHOP DRAWIN65. 3. GENERAL CONTRACTOR SHALL COORDINATE POWER REQUIREMENTS FOR ALL EQUIPMENT, APPLIANCES AND MOTORS WITH THE MANUFACTURES WRITTEN INSTRUCTIONS. s LUTRON 5WITGH SINGLE-POLE 4. ALL RECEPTACLES SERVING BEDROOMS SHALL BE PROTECTED BY AN ARG FAULT s3 LUTRON 3-WAY INTERRUPTING BREAKERS. 5. ALL DOWN LIGHTS SHALL HAVE SWITGHE5 WITH ® LUTRON KEY PAD-LOW VOLTAGE Drawn by: RHO DIMMERS • RECESSED FIXTURE LUTRON 5WITGHED Job 1402 6. COORDINATE .IUNGTION BOX HT5. W/NTERIOR5/ARGHITEGT/0WNER. SURFACE MOUNTED FIXTURE-LUTRON 5WITGHED 7, COORDINATE HVAC DIFFUSER d L16HTIN6 LAYOUTS(5EE REFLECTED GEILIN6 PLANS. Sheet �-�- SCONCE FIXTURE-LUTRON SWITCHED 8. COORDINATE ALL LIGHT FIXTURE5 W/ INTERIOR DE51ONER. I-Mmm--i UNDER CABINET L16HTIN6-LUTRON SW EIA Sht. of Sht.s. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES ELEGTRIGAL LEOEND ® MA5TER 5WITGH OR RECESSED FIXTURE(LETTER INDIGATE5 TYPE 4 NUMBER INDICATES%PEG.PRODUCT) %SURFACE MOUNTED FIXTURE(SAME) AN SURFACE MOUNTED FIXTURE(NI6HT L16HT) 2002 San Marco Blvd. WALL MOUNTED UTILITY FIXTURE W/PULL Suite 200 t3G GRAIN 4 115V RECEPTACLE Jacksonville, FL 32207 AA26001325 j ____-_ WALL SC.ONGE FIXTURE 904-396-4420 LIGHTING STRING www•jaycoxreinel.com MA TER -- — — ----B, T - - - ----------------- sc=--------sc — r -i STRIP FLUORESCENT IN SOFFIT ----- Issue I / NSPECIALTY ART L16HT SCOPE 213 / 0 =R - - - - - - - - - - - - CLOSET I C C-\ SHWR DD-PROGRESS a STEP LIGHT 06/26/2014 \ ALL LI ' I --- - ----- � I I \ SLOPE / RC- I \ / I I 1 211 I RC- R z 2 SURFACE UTILITY FIXTURE PERMIT ISSUE( I 1 O PERMIT ISSUE \\ RC // I VAULTED GL6. I I I 1 — — i I I — — — _ — — — — — � — — — - � T ® SURFACE UTILITY FIXTURE - - - WOOD C I EF- SLOPE SM-2 I RC- RC- BEA _ _ _ _ _ I 218 ® POWER PANEL I BEAMS SM-3 ::�� SLOrE S IOPE I P- MA5TER -- - I RC- CEILING RC- 1 QQ ELECTRIC METER RC- y RC RC i I ° I CLOS. J I ►� 1 220V OUTLET WOOD I 1 ?T1 - BEAMS I 214 =_ \ / -A I -- -- -- u � DUPLEX RECEPTACLE- 12"A.F.F.OR AS --- - I Y �T I BUL U INDICATED o SLOPE I RC I I P EF- I __ _ __ CF X z EF- I DUPLEX RECIEf-FACLE - IN INTERIOR ELEVATIONS FOR DRAWER LOGATION5. 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KUNATH, AIA 115V POWER SUPPLY® FLOOR FL. LICENSE NO.AR0017234 I R \\\ /// RC- I I I I — J ESC I SC 1 �___-- ---____-� SLOPE \\ GRE T ROOM /j SLOPE I I RC- RC- I I I I I ~m I --_---_---_-----_--- C� DISCONNECT r-, 1 \ / FO ER I TRANSFER 5WITGH II I I Nr I QI 1 I I I I I I I RECESSED L Y I t7 1<1 Q 2 O I I • FIXTURE TOPE. �� I III ) ROOM I C I I 1 1 ~ I I i I I I I I (NUMBER INDICATES TYPE 4 LETTER INDICATES LOCATION) \ I 0 1 RC- TRC-P- \ I II I I I c- I II I I I I I A I I I�oPEN ABV. ( I I I I I I 2 COPPER CONDUGTOR5 CONGROMEX CABLE, IEALED IN WALL RC RC- RC I - ----=---=---=-- OR ABOVE GEILIN6 R / \ SLOPE III - 1 1 SIO // \\\ I I I I I E T SSC-2 I I I - -_ DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES ELEGTRIGAL LE(5END ® MASTER SWITCH OR RECESSED FIXTURE(LETTER INDICATES TYPE d NUMBER INDICATES SPEC.PRODUCT) �} SURFACE MOUNTED FIXTURE(SAME) 2002 Sari Marco Blvd. i w S Suite 200 AN 5URFAGE MOUNTED FIXTURE MIGHT LI(5HT) Jacksonville, FL 32207 I-QWALL MOUNTED UTILITY FIXTURE W/PULL AA26001325 , CHAIN 8 II5V RECEPTACLE 904-396-4420 www.jaycoxreinel.com -------------- ------------ - -------------------------- WALL SCONCE FIXTURE I W5 LIGHTING STRING Issue STRIP FLUORESCENT IN SOFFIT -- - - - - -------------------------------------- --- ----------------------- -------------- = DD-PROGRESS I � � SPECIALTY ART LIGHT 06/26/2014 I a STEP LIGHT PERMIT 155UE 08/08/2014 j v � SURFACE UTILITY FIXTURE I I I I I j SURFACE UTILITY FIXTURE I I j 0 POWER PANEL LEGTRIGAL KEYED NOTES: I � 0 ELECTRIC METER I I s I � � 220V OUTLET I❑ PROVIDE SWITGHED BARE-BULB BASE AND REGP. IN ATTIC AT EACH A171C AGGESS AND LEADING TOWARD5 MEGHANIGAL EQUIPMENT. 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OR A5 INDICATED I P OU I ET SLOPE 2 z ROOM RC RECESSED RECEPTACLE I j s QUADRUPLEX RECEPTACLE 12" A.F.F.OR I / 307 c A5 INDICATED i - - Q FLOOR DUPLEX RECEPTACLE,BOTTOM HALF OSLOPE SLOPERC- SWITGHED LCF X � FLOOR DUPLEX RECEPTACLE j w cD TELEPHONE FLOOR MOUNTED IL___________________- —— — — —-�L-------------------J Q I SE NOTE #I - � J ® SPECIAL PURPOSE CONNECTION 306 RC RC- X m l r7 SPEAKERS CEILING FAN — - - - - _ c O I C- RC- W rn> � TOILET FAN OO - r - -- - - - - ------� DOOR CHIME ----------- ---------------------------------------- — — — r 5771 JUNCTION BOX I I nHc- Q MOTOR IL MATTHEW G. KUNATH,AIA RC- RC N TO WL2!' I RC i ® MOTION DETECTOR FL. LICENSE NO. AR0017234 EXT RC- GABLE TELEV15ION- 12" A.F.F. OR A5 INDICATED SOFFIT \\\ //, I 4= 71 f T I w 115V POWER SUPPLY a FLOOR ON. TO 5W- 2LL O I 3 \ / I SC I I \ / L -- - PLA)"ROOM O I E::p DISCONNECT VA OPEN TRANSFER SWITCH \\\ BELOW 300 I BELOW R - I� \ TYPE 4 \ / FOYER i° 3= ® RECESSED FIXTURE TO P.E. 1 — _ — -- / 5TA I i j TTERRINDIGATINDICAE L \ OCATION) � " I / \ RC- RC- RC- I EXT RC- P-\ P- 5--O - ROMEX GABLE,3-#12 COPPER / \ I SOFFIT CONDUCTORS CONGEALED IN WALL CDk OR ABOVE CEILING { / \ �I I --- THIN COPPER GABLES IN SEE HEAT TE FOR LIGHTING \ \\ - SC RC_ JLI - UNDERGROUND CONDUIT �WITHNVAULTEDGREATROOM \ - - - - - - - - - - - - - - - $ 51NGLE POLE SWITGH - 4b" A.F.F. i EXT RC / THREE-WAY SWITGH- 48" A.F.F. r, SOFFIT TO AT RM/// \\\ y - - I �I + $p DIMMER SWITGH -600 W h��l 5W-L2 / \ / \ UNLE55 NOTED -48" A.F.F. �✓ SLOPE SLOPE SLOPE DLri $F CEILING FAN VARIABLE SPEED \ RC- SWITGH - 48"A.F.F. RC- RC- RC- 9 O - - I EXT RC- _ �1 / \ SOFFIT C I ' $A AUTOMATIC SWITGH- AGTIVATED r------- / � i BY DOOR - -- --\Y C/) I — - - -- - --- _ - -_--- / ----� I $p SINGLE POLE SWITGH WITH PILOT \ TV F-5TIBULF TV / I LIGHT L \ SLOPEr--,RC- SLOPE- - - - SRC 301 - GARAGE DOOR OPENER SWITGH lJ �IJJ LOW VOLTAGE CONTROL CENTER - - RC- RC- I 1-- - - - - - - - - - - - - - - - - - - _ = - - - - - - - -I i � O PUSHBUTTON I I A.G. ABOVE COUNTER a I AFI ARG FAULT INTERRUPT EF --- - CE A.F.5. ABOVE FINISHED SLAB F^1 SLOPE RC_I I I CM GENTERED ON WALL C- R - RC w CF-X I j a I CF-X I D- GW- GENTERED WITH COLUMN v I I I (5FI GROUND FAULT INTERRUPTER 1 I ► BEDROOM #5 I BEDROOM #4 U HG HORIZONTAL/CENTERED I 3�tj RC- 1 i 302 — \\ IN BACK SPLASH I I C� I �- O.I.D. OUTLET IN DRAWER SLOPE RC- WI I SLOPE RC \ WP WEATHERPROOF \ A TELEPHONE WALL MOUNTED U 12" A.F.F.OR A5 INDICATED RC- f D A DATA OUTLET- 12' A.F.F. i} I _ ' OR A5 INDICATED -- ---- --------- ----------------- ------ I SL -----------------� -----------------� -- ---- OPS E3 GABLE TELEVISION -MOUNTED `----- - R IN FLOOR ° OSLOPE - ® ALARM KEYPAD S O E EMERGENGY LIGHTING/OUTLET ®5 SMOKE DETECTOR a iJT THERMOSTAT QV VOLUME CONTROL FLOOD LIGHT ® BASEBOARD HEATER Fri ❑O VACUUM INLET r 0 INTERGOM SYSTEM L GTR I GSL NOTES GM CARBON MONOXIDE DETECTOR L) gE t SMOKE/GARBON h 4 MONOXIDE DETECTOR I. THE ELECTRICAL WIRING SHOWN 15 DIAGRAMMATIC AND 15 INTENDED TO INDICATE 1.4 SWITCHING. REFER TO THE REFLECTED CEILING PLAN AND NTERIOR ELEVATION DRAWING r FOR LIGHT FIXTURE LOCATIONS,UNLESS OTHERWI5E NOTED ON THE ELECTRICAL w DRAWIN65. 2. GENERAL CONTRACTOR SHALL COORDINATE TRU55 LOGATION5 WITH LIGHT FIXTURES.ALL s LUTRON SWITGH SINGLE-POLE LIGHT FIXTURES SHALL TAKE PRIORITY OVER TRU55 SHOP DRAWINGS L3 LUTRON 3-WAY 3. GENERAL CONTRACTOR SHALL COORDINATE POWER REQUIREMENTS FOR ALL EQUIPMENT, LKP LUTRON KEY PAD-LOW VOLTAGE APPLIANCES AND MOTORS WITH THE MANUFACTURES WRITTEN INSTRUCTIONS. 4, ALL REGEPTAGLE5 5ERVIN6 BEDROOMS SHALL 13E PROTECTED BY AN ARG FAULT ® RECE55ED FIXTURE LUTRON SWITGHED INTERRUPTING BREAKERS. SURFACE MOUNTED FIXTURE-LUTRON SWITGHED Drawn by: DGO 300 FLAN ALL HALL HAVE SIGIIES WITH IMMELS ELEGT � G L SCONCE FIXTURE-LUTRON 5WITGHED Job: 1402 r E13 50ALE: 1/4"=11-011 6• COORDINATE JUNCTION BOX HT5. W/NTURIOR5/ARGHITEGT/0WNER. I- -I UNDER CABINET LIGHTING-LUTRON Ski Sheet 1. COORDINATE HVAC DIFFUSER b LIGHTING LAYOUTS(SEE REFLECTED GEILING PLANS. 8. COORDINATE ALL LIGHT FIXTURES W/ INTERIOR DESIGNER. E 1 . 3) Sht. of Shts. it