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1728 MARITIME OAK DR - DRAWINGS 1p 5 NOTES C ENERAL STAIR DETAIL SCALE:N.T.S. 1. DOORS AND WINDOWS ARE APPROXIMATE 49'-11" FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS "5T.AIR NOTES: ` PRIOR TO FRAMING 13'-112" 13'-4° 5'4' 17-32" ACTUAL DIMENSIONS WILL VARY PENDING ON FIELD CONDITIONS,FLOOR COVERINGS,AND/OR 2. ALL EXTERIOR WALLS INSET 1/2" TO SET VARIANCES IN CONSTRUCTION MA PIAL.ACTUAL.CONSTRUCTION MUST COMPLY W/R311.7 OF THE'LORIDA BUILDING CODE,RESIDENTIAL. 055 FLUSH TO FOUNDATION MAXIMUM RISER HEIGHT: 7-3/4" 2' ( ) ) -7" 4'-3" - 2'-21" 2'-0" 3-4" MINIMUM TREAD DEPTH: 10 NOT INCLUDING NOSING MAXIMUM RISER HEIGHT VARIATION: ;3/8" ENTIRE FLIGHT UTILITY MINIMUM STAIR WIDTH: 36" A/C YARD GENERATOR MINIMUM HEADROOM CLEARANCE: 6-8"(ABOVE NOSING) C) COMP. 2s �� "HANDRAIL NOTES: 2°2°FIXED 2°2°FIXED 2°2°FIXED 2°2°FIXE H.B. ACTUAL CONSTRUCTION MUST COMPLY W/8311.7.7 Or THE FLORIDA BUILDING CODE,RESIDENTIAL. SILL Cad 7-6"AFF SILL 9 7-6"AFF SILL OD 7-6"AFF SILL 0 7-6" FF HANDRAILS SHALL NOT BE LESS THAN 34"OR MORE THAN 38"IN HEIGHT ABOVE THE STAIR NOSING. HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. HANDRAILS SHALL BE 11/2"CLEAk OF ALL ADJACENT FINISH ROD&SH o aI MIRK o MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE _ __ —, _ _ _ _ r°tcv IN NEWEL P05TS OR SAFE TEPIVINALS. PREPLUMB — -' I K/S I 11'CLG Ln LL N HANDRAILS SHALL BE 11/4"-2"IN CF055 SECTIONAL DIMENSION,OR A?PROVED EQUIVALENT,AND EDGES TANKLESS I WC w Q SHALL HAVE A MIN.RADIUS OF 0.0". GAS WH oto � HANDRAIL CONSTRUCTION SHALL BE ABLE TO FES15T A LOAD OF 200 LBS APPLIED IN ANY DIRECTION AT = O`J� (�� j�C�� �� N ANY POINT ALONG THE TOP RAIL.`; PREPLUMB � I WIC V V i V I\�JN N GAS cJTUB WIG 1 ��TH o STAIR AND RAILING 5UPPLIER IN�TALLER SHALL SATISFY ALL of � � 10'CLG. � 308° � BUILDING DEPARTMENT APP80VAL REQUIREMENTS FOR 4� 11 CLG. 1O'-72" -q 3 4 4 0 7-4 O THE PRODUCTS THEY PROVIDE OP,INSTALL. 411 GAS WH 8 ° �� TANKLESS � 2 8 �- OPEN AN SHALL HAVE SUCH�HAT AB AILS 08 �` _ _ _ _ _ OWNH�S GAS x 4"DIAMETER SPHERE CANNOT PA$S THROUGH. — — — — — THE GUARDRAIL CONSTRUCTION SHALL BE STUB ROD&SH v CABINETS = - BENCHC\j p ABLE TO RESIST A LOAD OF 20 L55 J - � SUITE - PER LINEAL FOOT APPLIED OHC �' ___-- t�G WC J t=' 161-6"X 16'-6 HORIZONTALLY ALONG THE TOP RAIL. o I �,/,�V o p IC 10 CLG. GUARDRAILS SHALL NOT 8E MAY NOT PA55 ---------- °L y Y N J 4"SPHERE -J EAD s O LESS THAN 36"IN HEIGHT, THROUGH 10'CLG. 6 SPHERE U_ _ N sY 10 LG. 7'7 ' o -6' 3'-10" 7'-4" O " 5'-6" -10" 2'_°" 21.0, Q Z THE TRIANGULAR OPENINGS _ = p _ — — _ MAY NOT PA55 QD o = AT STAIR TREAD,RISER,& k ELEVATOR ROD&S 0)U_ THROUGH ca n o Iz = 0) U_ BOTTOM SHALL BE SUCH o dC N �C THAT A 6"DIAMETER -' NICHE SPHERE CANNOT PASS THROUGH, L N D12Y46 W - N 10 CLG. �o `�� 0) REVISIONS GAS l° I J U �L LC} STUB to IIS < 10'CLG` 10'CLG 218° WALLS BETWEEN GARAGE AND RESIDENCE p 0 °, TO BE COVERED WITH 2"MINIMUM GYPSUM 6 p� - - - BOARD ON GARAGE SIDE OF STUD WALL 6" O i DBL• OVENS C I 1 DOOR 1513/8"MIN. C" SOLID CORE OR 20 I I PINING _ MINUTE FIRE RATED 14'-6"X 11'-2" 6"d GAS © STUB o < o I I I I 1 10'1&G CLG. 0 0z o r——-711 POT ,,thom� C z o I I ( Q . rILLER 00 o w U_ oo � IVERSIDE o �, l—J I � _ 000 0 5 < 1 { Q KA � m I o G/ \ G I < N 1 0' N CIS 18'-6"X 21'-0" 1 �? ( x = I I L I 1 N 10'-1 g'PL.HT. I < nI t ATTIC STORAGE TRU55E5_ I KITCHE N I I oIs I I I i 12'-0"X 16'-10" _ L—I _� 10 CLG. 4-10 I I 4 18'- 1„ o ' _ _ Build With Confidence k0 N REF. IN, o 414 Old Hard Road, Suite 502 Ncc) C o Fleming Island, Florida 32003 oHc N �' N _ Office: (904) 264-6553 FN Fax. (904)269-2729 N SLOPE CLG 3'0" 41-4" H.B. LIVING _ 3056 SH 1, " f�oomLot 114 908°OVERHEAD DOOR SILL Cad 2-6 AFF 5 SH 4„d 4 d N 18'-0"X 20'-0" 1'-112" 9'-0.1 2,_3„ 2_112,/11 2'-10 " � 10'1 &G CLG. 13'-22 5 351-4117, Beach i z I1 LL o FOYER IIA O 6 N CountryClub _ GRILL 2 STORY CLG. I ( = a N o PATIO I I cc) J GAS STUB = UP 19 RISCRS 7 7/16" ( 1 .12\1 WE N RISE 10"RUN N 3°8°(S D COP W/(2)I I 4 ° Jordan Residence N in 12" PRD SIDEL TES 5 8 548° C FR. FR. I 7112 7-6" 9'-10" OFFICE COPY 1st Floor Plan I I p I F 0 I\C H { 1 _ w x� = Atlantic Beach Drive 31-0 X 10-0 I I o �4 �` � ° Atlantic Beach, F 3 o I I I I �� � ��� _ .s._ � �_ � 1. 2223 � 11� 1 1 10'-11/8"PL.HT. TREX DECKING 4"PT POST Drawn B Sheet WRAPPED To1ARJ 1OX10 TYP. ------------ --------- ------------� .�. Date �..---� 08-17-2016 " ------------ --------- -------- RE FOR CODE COMPLtANCIR CITY OF ATLANTIC BEACH Scale 1/4" = 1'-0" 30'-11" SEE PERMITS FOR ADDITIONAL of 18'-92" R Jj! EIViENTS AND CONDITIONS Plan Key West- Mod 8 31'-12" 4911" REWE, '1' . 7`:': yr DATE: 101416 MECHANIC& EQUIPMENT OTES: Written dimen5ion5 Shall have precedence over Scale dimen5ion5. SQ. FC/�LGULATIONS_ Contractors Shall verify and be resp on5ible for dimen5ion5 and IST FLOOR LIVING 1882 F[3C-8302.5.2: DUCTS IN GARAGE SHALL 5E MIN 26 conditions of the job. .15t FLOOF\ FL/ N 2ND FLOOR LIVING 1210 GAGE SHEET STEEL WITH NO OrENINGS INTO GARAGE Northeast Florida Design,Inc.hereby re5erve5 its common law ALLOWED. copyrights and other copyrights in these plans,de5ign5 and ideas. NOTE TO F1\AMER: TOTAL LIVING 3092 These plans,de5ign5 and ideas are not to be copied or changed in any - GARAGE 393 1=�C-R, M1305.1:1: MIN 4" CLEARANCE REQUIRED AROUND manner or form what5aever,nor are they to be assigned to any third INSET ALL EXTD1 I01\ WALLS 1/ FROM party without first obtaining the expre55 written permission from 1�ORCH 311 ALL SIDES OF MECHANICAL EQUIPMENT AND Northeast Florida Design,Inc. EDGE OF FOUNDATION E3ALCONY 293 COM FONENTS,`INCLUPING DUCTS, WITH THE TOTAL WIDTH OF THE ENCLOSING 5f ACE E3EING AT LEAST 12" WIDER - TOTAL COVERED 4089 THAN THE FURNACE OR AIR HANDLER 12627 San Jose Blvd GROUND-MOUNTED MECHANICAL UNITS SHALL E3E Suite 702 ANCHORED IN ACCORDANCE WITH FBC-R, SECTION ortheast__ Jacksonville, FL 32223 M1307.2. Florida Design,Inc. 904.260.3319 NOTES 1. [)00125 AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SrECIFICATIONS FOR ROUGH OrENINGS FP\IOR TO FRAMING 2. ALL EXTERIOR WALLS INSET 1/2" TO SET OSB FLUSH TO FOUNDATION 305°SH-EGRESS 3050 SH-EGRESS SILL as 2'-0"AFF SILL Cad 2-0"AFF LUQ N 0z = w Q N O � dil 4"d 5'-6" 5'-2" �10 13E[) o � 17'-0"X 15'-10" 9'CLG. AHU N ELEVATOR U , U o W o N PROVIDE 2"x12"SLOGKING w o `�Vf REVISIONS FOR FUTURE GRAL3 5ARS = @ O S x LL D - O fl 4'-011 61-411 to `� L `080 - �LU Q --- �v a- � % 9'CLG. --- - 7'-0" 3'-8" 9'CLG. TMPRD.GLS. N HEAD ENCLOSURE OVE o 42"h WALL o 6 T D W L 7 T O o q,�IR FREE Cn �? LL — — — CNTR b STANDING WC u o m W1� NICHE 248P TUB I I Z � W > @, 9'CLG. < Cn 9'CLG. _ 1 -1011 E3ATH o �8a o 06WIC #3 N N �� - D � 9'CLG. 9'CLG. IVERSIDE — I � cn � NIG E �� < 2 28o `r v`b �I►Lix I L-- - o � � _ �h �I Lq I ROD&SH 7 13E[) #2 _ RDD&5H - x 280 U) O Lo0 12'-6"X 1'-0° 9' N 9'CL CLG. 3°8°D.C. 12'-1 41-0 6 -0 3`_ Build Wt t h Confidence „ „ ,, „ QD � 4 � UJ N 414 Old Hard Roam Suite 502 �' - Fleming Island Florida 32003 w c� .N 4 0 Office: (904) 264-6553 v 13E[) #4 o �J �, Fax: (904)269-27 C) 29 � � 0 13'-2"X 10'-0" ` N � 9'CLG. QD Lot 114 ON 19 RISERS 7 7/16"RISE 10"RUN Atlantic Beach CABLE RAILING N L Country Club N o _ 7-8 ,-0,. 4'-611 O N 1L 4 0 2EN TO z I)ESr\ � Q 1~LOW N O 11'-0"X 9'-0" L.OFT 9'GLG. n Jordan Residence LU -, 6_10"X101-011 9'CLG. 2nd Floor Plan 0 3050 SH 548P 3°50 SH , C\1 51 L Cagy 2'-0"AFF FR, H. SILL C 2'-0"AFF I Atlantic Beach Drive I I Atlantic Beach Fl. 32223 I 7,_1.�„ 3,�„ 41_�„ � 4�_�„ 5,��, 5,_7�„ I , I ( 11'-0" Drawn By Sheet I II 1 + ARJ 13ALCONY 4"P.T.POST 37-0"X 10-O" I I Date 08-17-2016 I ( WRAPPED TO I I -- ---- --------- ------------I 9'-11/8" L.HT.TYP. Scale 1/411 _ 11_011 ----- — — — — — ------ — Plan of — -- -- ----- -- — -- Key West- Mod 8 30'-11" Written dimen5ion5 Shall have precedence over Scale dimensions. Contractors Shall verify and be re5pon5ible for dimern5iorn5 and conditions of the job. Northeast Florida Design,Inc. hereby re5erve5 its common law 2nd FL00F\ FLAN copyrights and other copyrights in these plans,designs and ideas. These plans,de5ign5 and ideas are not to be copied or changed in any manner or form whatsoever,nor are they to be a55igned to any third party without first obtaining the expre55 written permission from Northeast Florida Design,Inc. 12627 San Jose Blvd Suite 702 OFFICE C PY ortheast Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 -M 52'-0" 501-0" 21-011 NOTES 161-711 71-411 1. POOR SILLS ARE NOTED FOR ALL EXTERIOR DOORS - REFER TO MANUFACTURERS SPECIFICATIONS FOR REQUIRED SLAB RECESS 4"GONG. PRIOR TO POURING CONCRETE r--------- 51-A13 r--------- F— FASTEN METAL ROOF PER F[3C 8905.4.5 A/C t GENERATORI COMP. FASTEN UNPERLAYMENT PER FE3G 8905.4.3 OSB ROOF SHEATHING F- 11 L -.J L--- -J L----- ----------------------------------- -------- ENG,ROOF TRUSS ------------ ------------ KLESS SPRAY 7�pi! 5EF CONNECTOR SCHEDULE C II II GAS WH FOAM TAN (W 12 7 STEM WALL IGAS ST UB -------Li FOUNDATION 0 1) 6"GALV.EAVE PRIT5' 1/2"DRYWALL TANKLE55 CLG. 1 1 EXPOSED RAFTER TAILS GAS WH 7-11" 4i-8" 51-011 2-5� 20-1 (2)2x6 (E300T CUT) TOP PLATE r GAS I F---------- 15TUD I ---------------------- 1 7 PRO IDE 21-011 ---------------- r-------- 1/2"DRYWALL RECESS r WC FOR SHOWER,- 7 RECESS SLAB 1 10 < FOR ELEVATOR i N r QQ (IQ C\3 HARDIE PLANK SHAFT EROEPCE F SIDING 1 10 n n Ln 1W z 61 (TYP) IQ 1 1 L----- --------- 1/2"0 THREADED ----I r----- IJ RODS PER iM C\J GAS STUB I - I L ENGRS PKG. F-19 INSULATION L------ ---------- THICKEN EDGE VAPOR BARRIER.SEALED AT IZZ --------------------- ------------- TOP&130TTOM PLATES. ------ - -- ------- REVISIONS 4------------- --------F-L--- --------7 f ---------------------- ------ 1k, 2x6 STUDS SPACED PER ENGINEERS PKG. -T------ 3/4"T/G SUf3FLOOF 7/16"055 WALL SHEATHING INK L 2nd FLOOR 2x6 BOTTOM PLATE Ll FINISHED FLOOR QD BANDING E3 PLATE HEIGHT STEM WALL I GAS STULJ + FOUNDATION (2)2x6 TOP PLATE 4"GONG.SLAB W1 FIBERMESH OR IV Vill r-7 6'x6xlO W.W.M.ON 6 MIL.VISQUEEN OPEN WEB FLOOR JOISTS POT — I i-'L"�,: ,F,,7,- '_4 4"CONC. J OVER CLEAN,WELL COMPACTED FILL SLAB FILLER cl� - -7 OV IVERSIDE 1/2"DRYWALL EXPANSION JOINT(TYP) C, FLOOR OUTLET CEILING 22,-1" FIELD VERIFY LOCATION 1/2"THREADED RODS SPACINGIF K 1 T PER ENGINEERS PACKAGE 19F5 8? 5? 21-10" 1/2"DRYWALL 2x6 STUDS INSET 1/2" REF. Build With Confidence 1/2"0 THREADED 0 HARDIE PLANK SIDING(TYP) L--- FLOQR OUTATION LET POPS PER L 414 Old Hard Road, Suite 502 --�' =- FIELD IF ENGR'S 12KG. Fleming Island, Florida 32003 LIJ Q�- Office: (904) 264-6553 H.B. I VAPOR BARRIER.SCALED AT +1 0 Fax.- (904)269-2729 TOP&BOTTOM PLATES. =N I i fF— ------------I I-- FLOOR OUTLET FIELD VERIFY LOCATION L _ _ _ � _ , I I L-- I ;0 R-19 INSULATION 11 1C 1 I L-J Lot 114 91 4"CONC.SLAB W1 F113ERMESH ORR21-011 -011 6x6x10 W.W.M.ON 6 MIL.VISQUEEN 7/10"055 WALL SHEATHING I I I OVER CLEAN,WELL COMPACTED 13'-31'" 5'l L TERMITE TREATFD P FILL Atlantic Beach 2x6 P.T. ::._ _ BOTTOM PLATE FINISHED FLOOR I I � I ► Country Club 8"CMU STEM WALL W1 ALL CELLS FILLED Ile GAS STJ13 Q ��\yj\y�\�/�/\j\� / I I THICKEN EDGE �%/�!v�/\ ;�I"' \/ \/. FINISHED GRADE - - - - - -- FOOTING PER 54 SILL 54 SILL 5'SILL Jordan Residence ENGINEERED L= -Oki Z DRAWINGS A. Foundation LaY out Y TY F IC A L WALL SECTION C) 0 SCALE:1/2" 1'-0" Atlantic Beach Drive Atlantic Beach, Fl. 32223 STEM WALL _LFOUNPATION Drawn By Sheet J ARJ Date 08-17-2016 191-011 311-011 21-011 Scale it I ---- 521-011 1/4 = 1-011 Plan of Key West- Mod 8 Written dimenek&5 Shall have precedence over Scale dimcn5ion5. FOUNP/ TION L/ YOUT Contractors Shall verify and be ro5lpon5iblc fordimcri5ion5 and conditions of the job. Northeast Florida Pe5ioniki Inc. hereby reserves its common law copyrights and other copyrights in these plans,ake5i6n5 and ideas. '\NOTE: The!5e plans,designs and ideas are not to be copied or changed in any manner or form whatsoever,nor are they to be assigned to any third FOUNDATION FLAN FM CONCRETE FOP MING AND party without f ir5t obtaining the cxprc55 written plormi55ion from FLUME3ING LOCATION P\EFEP\ENCE ONLY. FETE Northeast Florida Design,.Inc. TO ASSOCIATED ENGINEEP\ING DRAWINGS FOR FOOTER LOCATIONS AND DETAILS. 12627 San Jose Blvd Suite 702 orthe Jacksonville, FL 32223 OFFICE COPY Florida Design,Inc. 904.260.3319 NOTES DUILDING HEIGH o ' r-------- --- ------- -+ r-----i r-----, r-----I I--- ii-------- ------------------------- �---I L-----1 L-----1 `--,rte L---I -�______- - ------ 12 Ii STANDING SEAM METAL ROOF(TYP) tl ii (l n ------si I In L--------------------------�i it rl r it ----- 1===----� 7:12 I 7:12 1 LJ q I II � ;I I I i I I I Ili! �''9 rl I I 12 LU _______ ____I J- 117 I I I I II (�' L___� Q L� i t I I ---- -_-- .76:12 ------ ------ -- _ S Li = r------ - - - C I PLATE HEIGHT PLATE HEIGHT ---- -- ---- - --------------------- - - - - - - - - -- - - — — — — — II 4:12 Ir------ ,I rl L_________________________--_________-__� T:1—__ --------If__ II I I I (l II Ir ® ® ® ® ® ® ® 1=XPOSFD RAFTER TAILS 724"OVERHANG D00T CU G===C1 ( T? HARDIE PLANK I' I � EC.LATTICE 7:12 SIDING TYP. n :S 36h RAILING TYP.7a i � 12 4"P.T.POST t t l 12 WRAPPED TO 10X10 TYP. i? C ii 11 �I R I -___ I t I I I I FINISHED FLOOR _ _ d� d� d� - _ FINISHED FLOOR --------�—————Il J V I I _ — — — — r--� `--� If LL.i PLATE HEIGHT PLATE HEIGHT �J I ---, r---J I i ti i OC CLL 11 11 =-------_ II �_ U {; 7:12 I REVISIONS I 6"DANDI G TYP. HARDIE PLANK SIDING(TYP) LL 7 C JJ 4''P.T.POST 7:12 �yj� 7:12 WRAPPED TO dC111 10X10 TYP. � a a FINISHED FLOOR FINISHI==D FLOOR O c7 c+ GRADE 4'SOLID MAHOGANY PANEL - G12ADF CROOF FLAN. N ELEVATION IVERSIDE SCALE: 1/8" _ 11-011 ■ Build With Confidence 414 Old Hard Road Suite 502 Fleming Island Florida 32003 Office: (904) 264-6553 Fax: (904)269-2729 STANDING SEAM 1300T CUT RAFTER TAILS Lot 114 12 METAL ROOF(TYP) 71 Atlantic Beach 12 Country Club 7 PLATE HEIGHT Jordan Residence I! U U U U U U U a 0 U U U U a U =T-- a 0 U DEC.LATTICE EXPOSED RAFTER TAILS Roo P an/ 36"h RAILING TYP. HARDIE PLANK 24"OVERHANG (ROOT CUT) SIDING TYP. Elevations 4"P.T.POST 6"HARDIE WRAPPED TO TRIM TYP. Atlantic Beach Drive 10X10 TYP. Atlantic Beach, F1. 32223 FINISHED FLOOR PLATE HEIGHT 10"BAND Drawn By �J Sheet HARDIE PLANK SIDING(TYP) Date 08-17-2016 Scale 1/4" = 1'-011 (Tyr) Plan of 6"DANDING TYP Key West- Mod S .1� 0 4"P.T.POST TYP WRAPPED TO HARDIE PLANK SIDING (TYP) Written dimen5ion5 Shall have precedence over Scale dimen5ion5. 1OX10 TYP. -JI Contractors Shall verify and be responsible for dimen5ion5 and conditions of the job. Northeast Florida Design,Inc. hereby re5erve5 its common law FINISHED FLOOR _ _ copyrights and other copyrights in these plans,designs and ideas. o These plans,designs and ideas are not to be copied or changed in any L T=9manner or form whatsoever,nor are they to be a55igrled to any third GRADE _ party without first obtaining the express written permission from 6'h EQUIP. Northeast Florida Design,Inc. SCREEN WALL P--,,IGHT SVE ELEVATION - - - = _ 12627 San Jose Blvd Suite 702 OFFICE COPY oet Jacksonville, FL 32223 Florida.Design,Tnc. 904.260.3319 NOTES ATTIC VENTILATION AREA CALCULATIONS STANDING SEA Excerpt of the 2014 Building Code,Residential METAL ROOF(TYP) 8806.1 Ventilation required. Enclosed attics and enclosed rafter 5pace5 formed where ceilings are applied directly to the 12 underside of roof rafters Shall have cross ventilation for each Separate Space by ventilating openings 7 (� protected against the entrance of rain or Snow.Ventilation openings Shall have a least dimension of 1/16 inch(1.6 mm)minimum and 1/4 inch(6.4 mm)maximum.Ventilation openings having a least dimension larger than 1/4 inch(6.4 mm)Shall be provided with corrosion-resistant wire cloth Screening,hardware cloth,or Similar material with openings having a least dimension of 1/16 inch(1.6 mm)minimum and 1/4 inch(6.4 mm)maximum.Openings in roof framing members Shall conform to the requirements of Section 8802.1.8.Required ventilation openings Shall open directly to the outside air. Exception:Attic ventilation Shall not be required when determined not nece55ary by the code official PLATE HEIGHT due to atmospheric or climatic conditions. 8806.2 Minimum vent area. The minimum net free ventilating area shall be 1/150 of the area of the vented Space. Exception:The minimum net free ventilation area Shall be 1/300 of the vented Space provided one or 24"OVERHANG EXPOSED RAFTER TAILS (BOOT CUT) more of the following conditions are met: 1.In Climate Zones 6,7 and 8,a Cla55 I or 11 vapor retarder i5 installed on the warm-in-winter Side of r115 1 HARDIE PLANK the ceiling. SIDING TYP. 2.At least 40 percent and not more than 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the attic or rafter space.Upper ventilators Shall be 6"HARDIE located no more than 3 feet(914 mm)below the ridge or highest point of the Space,measured TRIM TYP. 12 vertically,with the balance of the required ventilation provided by cave or cornice vents.Where the 4 location of wall or roof framing members conflicts with the installation of upper ventilators, FINISHED FLOOR installation more than 3 feet(914 mm)below the ridge or highest point of the Space Shall be — — PLATE HEIGHT permitted. PLATE HEIGHT 8806.3 Vent and insulation clearance. PLATE HEIGHT 10"BHH AND __ _ _ Where cave or cornice vents are installed,insulation shall not block the free flow of air.A minimum of a 1-inch(25 mm)Space shall be,provided between the insulation and the roof Sheathing and at the location of the vent. m mm Ventilation Re uired 6"BANDING(TYP) REVISIONS HARDIE PLANK SIDING(TYP)^ 5F'RAY FOAM ROOF DECK NO VENTS REQUIRED 0 0 FIXED SHUTTERS(TYP) FINISHED FLOOR FINISHED FLOOR 0 N +i GRADE KEA� E 6'h EQUIP. SCREEN WALL IVEKSIDE i■ Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island Florida 32003 STANDING SEAM Office: (904) 264-6553 METAL 800E(TYP) Fate: (904)269-2729 12 7 (— Lot 114 GEC.LATTICE Atlantic Beach 12 7 Country Club PLATE HEIGHT 1 1000* PLATE HEIGHT EXPOSED RAFTER TAILS m Jordan Residence (BOOT CUT) 4 P.T.POST WRAPPED TO HARDIE PLANK 1OX10 TYP. 12 SIDING TYP. 4 36"h RAILING TYP. TRIM TYP. Elevations oD FINISHED FLOOR �� FINISHED FLOOR Atlantic Beach Drive PLATE HEIGHT — — _ - - - - - - Atlantic Beach Fl. 32223 PLATE HEIGHT PLATE HEIGHT Drawn By AR J Sheet 24"OVERHANG Date 08-17-2016 Scale 1/4" = 1'-0" o HARDIE PLANK SIDING(TYP) 4 .T.POST o Of WRAPPED TO Plan Q 10XIO TYP. Key West- Mod o Written dimen5ion5 5ha11 have precedence over Scale dimensions. 6"BANDING(TYP) Contractors Shall verify and be re5pon5ible for dimernsion5 and FINISHED FLOOR FINISHED FLOOR — — — — E — conditions of the job. LQ HARDIE PLANK SIDING(TYP) 4 +4 Az GRADE GRADE " Northea5t Florida Design,Inc. hereby re5erve5 its common law — — copyrights and other copyrights in these plans,de5ign5 and ideas. 6'h EQUIP. These plans,de5ign5 and ideas are not to be copied or changed in any SCREEN WALL manner or form whatsoever,nor are they to be a55igned to any third FT S LEIPE ����A�rO^ Iparty without first obtaining the expresswritten permission from 1 I� Northea5t Florida Design,Inc. - -_ 12627 San Jose Blvd = -- Suite 702 OFFICE C0PY = = ordieast� Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 __ -------------- --------------------------------- ---_ _ NOTES A/C GENERATOR GOMP. \ / GENERATORSTEP LT.i PANEL MOTION ON �, OUTLET \ � ' SERVICE OUTLET t --UNDER K/S SENSOR SW'db FOR A/C COMP. 0 0 0 0 - \ PREPLUMB - -- - - - - - - - - - - - - - �� \` � --' --- 'GFS _- TAN4 KLESS ( _ GAS WH TOE KICK I � I PREPLUMB _'�\ LIGHTING ______-_-_ II f GAS STUD ( _^ _ ' -; �� i O - O , PRF-WIRE& BRACE QNLY I TANKLESS t GAS WH ( Lr I ADDT'L OUTLET ADDT'L OUTLET (_ - - -- - - - - - - - \ AT45AFF AT45AFF I I I I I { I l� I / I I t I I GAS `� � � PRE-WIRE& STUB BRACE ONLY I AHU II r --- --------- r .. 5TE `\ II i I r i __J J G=1 i ON ( O MOTION6 II ► SENSOR , ® --db ° ' r i Q OUTLET r i � '' r W/USB ' 4) )$ \\ LIGHT \`. l 3 \3 OVER ——— GAS `� DOOR '— STUB '� `� ► _ __ ---- -_ O -------- '�' O _ -� 5Wl H Odb I A-(Do --- _ 3 0 L 10 LL ,_ 0 0 LOCATE GENERATOR I ► ' r (Q� I t DBL. UNDER PANEL TRANSFER t I t t ' BOX PANEL t i t OVENS ,r, , I ( CABINET `` -- ----- O ` ---- -- O , �I I UNDER t ' , / LIGHTS --- ,_- � Qom\ l� ( -`N II ( I p r r i CABINET �� I �� ,�� t , I LIGHTS i, -__ r � `�\ STEP LT.ON I\ \O ( v /�r ��� 1 6REVISIONS _ I MOTION 0 ( �i / STEP LT.ON r I I SENSOR 5W . � 1 , MOTION SENSOR SW LL i ►- J I I _ t I I \ o / r GAS © __ o STUB o I I Q - - Q L I �, o z ' `�' I I I Q' - 1 T TOE KICK i --1 0 ' o POT V17 _ SINK 0 I PRE-WIRE& i i I �— — — �'i i HTING , w w/D15P. ' I I` I r BRACE ONLY FILLER o0o I �\> ATTIC LIGHT � I � r FLOOR OUTLET \ / t D/W �t (_� � FIELD VERIFY o w , I LOCATION CIRCUIT ` GFl t� �/ i ► PRE-WIRE& � EF. r ca i /'!- BRACE ONLY � UNDER I CABINET _ fIVERSIDE T,3T3 ' LIGHTS ———— -"��-- FLOOR OUTLET 5T N _. s, ,TOS IT � �� �W/SWITCHED LEG TEP LIGHT LIG 5 \ � ■■ s GFt �� STEP LIGHT - \\ PRE-WIRE& ■■ IRRIGATION \ \ BRACE.ONLY CIRCUIT \ \� , _ TO LIGHT *t Confidence yl,'' AND SWITCH 7 _ -- FOR FUTURE � LV LIGHTING _ \ + it i FLOOR OUTLET � '! � \�---- _ 414 Old Hard Road, Suite 502 W/SWITCHED 7" - _ -- - LEG ADD MOTOR \ Fleming Island, Florida 32003 DROP + Office: (904) 264-6553 1 �\ Fax: (904)269-2729 II STEP LIGHT TO LIGHT / r , / O I \ GAS STUB \, Irl, ; ; _ ____ \, (Q�' Lot 114 \`--TO SWITCH ,\ BELOW Atlantic Beach Al II - II CountryClub TO FUTURE LANDSCAPE LIGHTS Jordan Residence II II II II II 11 II II II II Electrical Plans g Atlantic Beach Drive ELECTRICAL LEGEND a Atlantic Beach, Fl. 32223 � 110 DUPLEX OUTLET -�- CEILING MOUNTED LIGHT 2ND FL001� �.LECTI�ICAL � LAN� HALF-SWITCHED OUTLET 1ST FL001 ELECT1\ICALPLAN Drawn By Sheet &F, GFI DUPLEX OUTLET �� BULL-CHAIN ARJ E� F WEATHER PROTECTED OUTLET Date W}'G C WALL MOUNTED LIGHT -17- 16 � CEILING OUTLETScale 1/411 = 11-011 ® FLOOR OUTLET a RECESSED LIGHT FIXTURE Plan of Q 220 OUTLET 8 Key West- Mod 0 SPOTLIGHT ELECTf�ICAL NOTES ® SPECIAL PURPOSE OUTLET SWITCH EXHAUST FAN W/ LIGHT 1. ELECTRICAL OUTLET HEIGHTS A5 MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF TH BOX TO BE. 12"AFF(GENERAL)-KITCHEN 44"AFF BATHROOM 39"AFF(44"AFF WITH RAISED VANIT)NAUNDRY Written dimen5ion5 Shall have precedence over Scale dimen5ion5. ROOM 36"AFF- EXTERIOR WATERPROOF 12"AFF TO 42"AFF -GARAGE GENERAL PURPOSE-44" AFF Contractors Shall verify and be re5pon5ible for dimen5ion5 and 3 3-WAY SWITCH 0 EXHAUST FAN 2.ALL TRIM PLATES& DEVICES TO BE GANGED,WHERE POSSIBLE. conditions of the job. 4-WAYSWITCH 3.ELECTRICAL SWITCHES TO BE AT 42"CENTERLINE ABOVE FINISHED FLOOR. FLUORESCENT 4.ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT Northeast Florida Design,Inc. hereby reserves its common law DIMMER SWITCH ® FIXTURE ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL " copyrights and other copyrights in these plans,designs and ideas. CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION& SIZING OF ALL ELECTRICAL,WIRING& These plans,designs and ideas are not to be copied or changed in any TELEPHONE CARRIAGE LIGHT ACCESSORIES. manner or form whatsoever,nor are they to be assigned to any third 5. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH 2014 FLORIDA BUILDING party without first obtaining the expre55 written permi55ion from c-ry CABLE TV Northeast Florida Design,Inc. DOUDLE FLOOD LIGHT CODE, SECTIONS 8314 AND 8315 6. 11ROVIDE AFCI5 (ARC FAULT INTERRUPTERS)IN ALL DWELLRIG UNIT BEDROOMS PER NEC, SECTION 210-12 'REWIRE & BRACE 7.GF15 (GROUND FAULT INTERRUPTERS)FOR WATER AREAS A\ND OUTDOOR CIRCUITS PER NEC, SECTION PANEL BOX 210-8 CEILING FAN WITH LIGHT - Q SMOKE DETECTOR _-'_ = �� 12627 San Jose Blvd - -- Suite 702 OFFICE COPY _ � ortheast- Jacksonville, FL 32223 Florida Design,Inc. 9®¢.260.3 319 NOTES INSTALL SHINGLES OVER FLANGE®HEAD VALLEY SHINGLE INSTALLATION: p ' FIBERGLASS SHINGLE INSTALL SHINGLES USING WEAVE METHOD 00 OPT.PROVIDE LEAD VENT ROOFING OVER 15#FELT E 5E �OpF pEGK \ BOOT WITH INTEGRAL FLANGE I t I I OVER 7/16"OSB OVER 1.EXTEND(1)FULL END SHINGLE MIN.12'PAST •\ t I (I PRE-ENG WD RUSSES • •\ t I CENTER LINE OF VALLEY.SEE MANUF WRITTEN S ,c_ ` G VENT STACK,SEE PLUMBING\ FOR SIZE&LOCATION I I INSTRUCTION FOR ADDITIONAL INSTALLATION \ I INFORMATION 9\10� 0 • \ PREFORMED FLEXIBLE BOOT t �' k_Np ° e 0 6 FLASHING W/INTEGRAL FLANO / 2.DO NOT NAIL 6"MIN.FROM VALLEY CENTER LINE ° SET IN PLASTIC ROOF CEMENTTEM------ �' CUT WEATHER 8ECLIRELY N '��O .�Z• �N� 6 ° \ t t BARRIER a ARRIER(OR TUCK FLAP .... . INSTALL FLANGE OVER I t FIBERGLASS SHINGLE 4srANGLE UNDER)0 HEAD V ° SHINGLE @ BASE I ROOFING OVER 15#FELT tEpG ° �`�``��` i • ° t OVER 7/16"RADIANT BARRIER 1�• OSB OVER PRE-ENG WD �• TRUSSES ', �'a►. 12° I 'r CUT IN 24"WIDE METAL VALLEY WEATHER BARRIL FLASHING OVER 15#FELT • p LINE OF WINDOW OPEtN o „ • 6 w```` FOLD WEATHER BARRIER IN AT JAMES AND SILL MECHANICALLY FASTEN FANNED EDGE(CAP,NAILS STAPLES)IF REQUIRED BY NOTES: FLASHING MANUFACTURER V WIDE ROGEReFGBARRIOVSHn1� SELF-ADHERING FLEXIBLEUNDERLAYMENT 1.INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS OVER WD sTuO WALL MEMBRANE FLASHING LL s-TMP' SILL EXTEND FLASHING UP 2.APPLY ROOFING CEMENT OR SELF-ADHERING JAMES B•MIN. FLASHING OVER FLANGE AT HEAD ONLY STEP 1 STEP 2 STEP 3 PLACE SHINGLES 3/8" VENT STACK FLASHING DETAIL VALLEY FLASHING DETAIL OVER EAVE&RAKE EDGES TO PROVIDE DRIP N.T.S. N.T.S. EDGE ALONG RAKES,CEMENT SHINGLES TO UNDERLAYMENT &EACH OTHER IN A 4"WIDT OF ASPHALT PLASTIC ROOF FIBERGLASS SHINGLE ROOFING OVER CEMENT WALL SHEATHING UNDERLAYMENT ::. STUCCO/CV FINISH INSTALL SHINGLES OVER OFF-RIDGE VENT FLANGE AT NON-CORRODING :' HEAD1.7 �„- : ASSEMBLY W/15#FELT MTL SAVE DRIP GALVANIZED METAL OFF-RIDGE OVER APPROVED WEATHER y TRIM 6"-7"FROM END �� BARRIER VENT WITH BAFFLE.SET IN S APPLY 3V NOM. I CONTINUOUS BEAD OF INSTALL a•WIDE OF FIRST SHINGLE �� ��� LAP FELT AND WEATHER PLASTIC ROOF CEMENT OR I: 5• ` o BARRIER OVER VINYL OR APPLY TO BACK ( Lt vEL&SQUARE PER MEMBRANE FLASHING SEALANT SEALANT AT JAMBS&HEAD (•; i INSTALL WINDOW PLUMB, SELF-AD� TRIM TABS FROM ALL �'� WINDOW NAILING FLANGE IN MANUFACTURERS WRITTEN OVERNAILING FLANGE STARTER COURSE-�,% I STUCCO STOPNVEEP SCREEN W/PRS44MHED SHINGLES I EXTEND 15#ROOFING FELT UNEHOLMORSLOTS 1:: I INSTRUCTIONS JAS i EX WALL 6 MIN. HOLES ort scars I I l STARTER COURSE 5x5 METAL FLASHING OVER VENT FLANGE OVER -- REVISIONS Z -� j ROOFING FELT(NAIL TO SHINGLES AT BASE 2 Z Z I ROOF DECK NOT WALL 7/16"OSB OVER I~ SHEATHING) PRE-ENG WD - � � EXTEND MEM 'n N CAP SHINGLE-DO NOT NAIL TRUSSESFLASHING MIN.11 SILL FLEXIBLE F ING INSTALL WITH ROOF ' CEMENT PLACE SHINGLES CLOSE TOGETHER BUT DO NOT CROWD \' SHINGLE ROOFING ALONG RAKES,CEMENT ROOF CEMENT NOTES: STEP 4 STEP 5 STEP 6 SHINGLES TO UNDERLAYMENT �� • ���\ 1.INSTALL IN STRICT ACCORDANCE WITH &EACH OTHER IN A 4 WIDT MANUFACTURERS WRITTEN INSTRUCTIONS OF ASPHALT PLASTIC ROOF �! CEMENT i� ��� 2.APPLY ROOFING CEMENT OR SELF-ADHERING FLASHING OVER FLANGE AT HEAD ONLY NON-CORRODING ��' PLACE SHINGLES 3/8' MTL EAVE DRIP i OVER EAVE&RAKE FOLD WEATHER BARRIER DOWN&TAPE DIAGONAL EDGES TO PROVIDE DRIP OFF-RIDGE VENT FLASHING DETAIL INSTALL 4•WIDE CUT&ACROSS HEAD OF EDGE WALL FLASHING DETAIL - STUCCO SELF-ADHERING WINDOW NG- N.T.S. N.T.S. OVERNNaLIINNGEFLAN QHEAD FIRST COURSE EXTEND SELF-ADHERING MIN' \ MEMBRANE FLASHING 1' SEAL WINDOW FRAME TO MIN.BEYOND JAMB �'=_r.::.. INSIDE OF R.O,WITH FLASHING SEALANT AT SILL AND A MINIMUM 1Y•UP BOTHIVERSIDE STUCCO/CV FINISH NOTE: JAMS E FORM A BACK BALANCEAL OF WALL SHEATHING ASSEMBLY 1.WINDOW INSTALLATION& M FRAME WITH SEALANT FLASHING DETAILS ARE LOW-EXPANDING FOAM LAP BARRIER OVER NAIL1RiG CONSISTENT WITH ASTM2112 (PROVIDE BACKER ROD SYN WD SIDING OVER METHOD A-1 EXCEPT WHERE REQUIRED) FLANGE APPROVED WEATHER SELF-ADHERING MEMBRANE 11-1/2"to 12-1/2" 11-1/2"to 12-1/2" BARRIER FLASHINGS ARE USED. --.:'•�;.,;..- =... VINYL DRIP/WEEP SCREED "to 1-1/2" 1"to 1-1/2 LAP WEATHER BARRIER OVER r'... 2.IT IS THE INSTALLATION `- ` CONTRACTORS -: — —— — — — — — — — — — — — — METAL FLASHING AND SECURE �`•�`� O O O ``:`. �� RESPONSIBILITY TO VERIFY WITH STARTER STRIP 5'x5 METAL FLASHING THE COMPATIBILITY OF ALL : , 1 ■ i �A `1 I ` `````:�• �� \� Z � B�1jN I INCLUDING 'EXTEND 15#ROOFING FELT KICK-OUT WEATHER BARRIER,SEALANT UP WALL 7"MIN. FLASHING(SEE ` &SELF-ADHERING FLASHINGDETA(L) DURING MATERIALS USED Build Wit Confidence oofidence CONSTRUCTION. INTERIOR VIEW 5x5 METAL FLASHING OVER �• � STEP 7 STEP 8 STEP 9 • ROOFING FELT(NAIL TO ROOF �� , • i 3.INSTALL ALL MATERIALS PER ~ ;n I DECK NOT WALL SHEATHING) ~`:���� EXTEND KICK-OUT 2 ' MANUFACTURERS WRITTEN SHINGLE NAILING i BEYOND FASCIA ,a ; SPECIFICATIONS. 414 Old Hard Road, Suite 502 CAP SHINGLE-DO NOT NAIL5°l� Fleming Island, Florida 32003 INSTALL WITH ROOF GEMENT ```` ```` ��`� o° WARNING: Office: 904 264-6553 � � .� SF.ALANT/FLASHINGS MAY r•• REACT ROOFING DETAILS \�•'' SHINGLE ROOFING . COMPATIBLE.ADVERSELY IF NOT ( ) ROOF CEMENT FELT UNDERLAYMENT Fax: (904)269-2729 N.T.S. SHINGLE ROOFING NOTE:DETAILS ARE FOR SLOPES OF 4:12 OR GREATER, MTL DRIP EDGE FOR SLOPES BELOW 4:12,ALL ROOFING UNDERLAYMENT FASCIA NOTE:INSTALL KICKOUT - SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED FLASHING AT BOTTOM OF TER BY THE SHINGLE MANUFACTURER FOR USE ON LOW ROOF&WALL INTERSECTIONS WIGHT Lot 114 SLOPE ROOFING PROJECTS WALL FLASHING DETAIL - LAP SIDING WALUKICKOUT FLASHING DETAIL SEAL WINDOW FLASHING INSTALLATION DETAILS N.T.S. N.T.S. N.T.S. Atlantic Beach Country Club ...... ..... ... ........ ROOF TRUSSES :':'::'.'-. := : Jordan Residence APPROVED WEATHER .......' . .......... BARRIER OVER .... SHEATHING .t.. .... INSTALL DOOR PLUMB. LEVEL&2x4 BLOCKING REQUIFED 1... UFACTURERIAREPEWRITTEN AT PANEL JOINTS LINE OF DOOR OPENING MANUFACTURER ...... ..t... .. ..... CUT WEATHER_ ..... . BARRIER �ME FlashingDetails .. ... ... AROUND JAMBS ... .......... ............. Atlantic Beach Drive '.-.• SET OF THRESHOLD IN Atlantic Beach Fl. 32223 ..t. ... BED OF SEALANT , SUBFASCI APPLY SEALANT AT BASE LAYER: 5/6'DENSGLAS5 FIREGUARD SHEATHING CORNERS&FRONT EDGE OF THRESHOLD ATTACH WITH(2)1 t'TYPE"W" DRYWALL SCREWS STEP 1 NO VENTS ARE ALLOWED STEP 2 STEP 3 Drawn By Sheet FACE LAYER: t-iit.1 5l8"DENSGLASS FIREGUARD 5HEATHING NOTE:AT UNPROTECTED DOORS,BOTTOM ATTACHED WITH 1�'TYPE"G"DRYWALL 1/4th OF JAMBS SHALL BE COMPOSITE,P.T. Date p SCREWS 0 12"O.G. OR OTHER DECAY RESISTANT MATERIAL 08-17-2416 -OFFSET JOINTS IN BASE AND FACE LAYER 24" ...:..:.... Scale 1 ^I► _ 1 -011 ....... INSTALL 4•WIDE .:_ .... SELF-ADHERING MEMBRANE ...... ....... ... FLASHING OVERLAPPING .. ........ DOOR FRAME 114• ... ..... ,.. of :;: Q... :::4N.::: :.::;:::.::::::::::: Plan Key West- Mod S NOTE: ..... DESIGN BASED ON GA FILE No.RC 2602ERING •...' EXTEND FLASHING 1*MIK ..... INSTALL 4•WIDE MEMBRANE FLASHING 1•MIN, - SELF-ADHERING MEMBRANE ..... ... BEYOND JAMB FLASHING -... ... FLASHING OVERLAPPING- ...... DOOR FRAME 1/4* .... Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. SEE DOOR DETAILS FOR Northeast Florida Design,Inc. hereby re5erve5 its common law FINISHrTRIMDETAIL8 copyrights and other copyrights in these plans,de5ign5 and ideas. SECTION - (1) HOUR FIRE RATED (UNDERSIDE ONLY) SOFFIT AS NEEDED ... These plan5,de5ign5 and ideas are not to be copied or changed in any THIS DETAIL ONLY APPLICADLE WHEFE SEFAFA17ON P15TANCE OF OVERHANG 15 LE55 THAN 5'AND MORE THAN 2'FROM PROP FTY LINE manner or form whatsoever,nor are they to be a55i6ned to any third STEP 4 STEP 5 party without first obtaining the expre55 written permi55ion from ALTERNATE: Northeast Florida Design,Inc. RATED SOFFIT A55EMBLE5 WHICH MEET DOOR FLASHING INSTALLATION DETAILS UL STANDARDS FOR (1) HOUR N.T.S. - FIRE RATING ARE PERMITTED - =- 12627 San Jose Blvd _ = - Suite 702 OFFICE COPY -Florida a Design,eas= gn,Inc.rtht Jacksonville, FL 32223 904.260.3319 NOTES TU13E SPECKKAIL DECK TO WALL FLASHING FOR SIDING URETHANE CAULK JOINT BUILDING PAPER TO FASCI A M ET Q L FOK STI CCO' (TO BE MAINTAINED) LAP OVER METAL / � / \ v 1/8"-3/16" FLASHING PLI-DEK SYSTEM ICC-ES ESR GRAVEL STOP EIFS, O SIDING -2097 EXTENDS UNDER POST 26 GAUGE GALVANIZED BONDERIZED SHEET METAL FLASHING MIN.2"X6",26 GAUGE GALVANIZED,BONDERIZED RUN METAL LATH TO EDGE — 4" Ye'TO-xX6' L-METAL OF THE HORIZONTAL SURFACE 3" GRAVEL STOP f— z WEEP-SCREED FLASHING PLI-DEK SYSTEM � � ICC-E5 ESR-2097 _ CAULK INSIDE AND o N _ OUTSIDE FASTENERS MIN.26 GAUGE (FASTENERS PER GALVANIZED = STRUCTURAL) BONDERIZED N 5/8"MIN EXT.GRADE SHEET METAL PLYWOOD THE PLI-DEK SYSTEM IGC-ES (3/4"RECOMMENDED) ESR-2097 TERMINATES A7 THIS SLOPE 1/4"PER 12" POINT . WOOD BLOCKING OR PLYWOOD EXTENSION Z MAY VARY ACCORDING 0 TO FASCIA APPLICATIONS z STUCCO/EIFS 5/8"MIN EXT.GRADE PLYWOOD (3/4"RECOMMENDED) SLOPE 1/4"PER 12" BITUTHANE/BUILDING PAPER O O BASF PLATE AS REQUIRE.[)STRUCTURAL PLANS � c� BUILDING PAPER STEEL P05T PER STANDARD GUARDRAIL PANEL O O 5/8"MIN EXT GRADE PLYWOOD 50mm 19mm(34")MIN. SLOPE 1/4"x 12" (2")MIN APPLY MANUFACTURER'S RECOMMENDED JOINT SEALANT AFTER COMPLETION OF PLI-DEK FINISH REVISIONS COAT.THE PLI-DEK SYSTEM TERMINATES AT THE BASE OF RISER.SEALANT WILL NEED TO BE MAINTAINED 5/8"MIN.EXT GRADE APPLY MANUFACTURER'S RECOMMENDED PLYWOOD PLI-FASCIA TO WALL TO DECK ICC-DS ESR 2097 PLI-DEK FINISH COAEK SYSTEM JOINT SEALANT T COMPLETION OF (3/4"RECOMENDED) SLOPE 1/4 PER 12 FLASHING I NMS SECTION THRU-BOLTS OR LAG BOLTS PER STRUCTURAL PLAN BLOCKING AS REQUIRED PER STRUCTURAL PLANS BEAMS MAY OCCUR DECK FLAN VIEW 2.5 LB5/50.YD. GALVANIZED(DIPPED)EXPANDED DECK TO WALL FLASHING METAL LATH 2.4 M X.69 M(96"X 27") OVERLAPPED 19 MM(3/4")AT EDGES WALL FRAMING 410 MM(16") IVEFLSIDE THRESHOLD FLASHING O.C.MAX OVERLAP LATH ON THE FLASHING MIN.2"X6",26 GAUGE FLASHING TO THE EDGE GALVANIZED,BONDERIZED PLYWOOD 16 MM OF THE DECK SURFACE EXTERIOR GRADE(5/8 ) DECK-TO-WALL FLASHING MIN WITH 3.2 MM 115") ■■ ( �■ WITH STUCCO STOP FOR WALL STUCCO AND FIFS SYSTEMS GAP BETWEEN SHEETS ud it on ience FLASHING PAPER TO 414 Old.Hard Road, Suite 502 EXTENSION METAL TO F O ST FLASHING I COVER SEAMS IN PLYWOOD Fleming o BE INSTALLED BEHIND DECK 50 MM(2")MAX. rntng Isl anc Ftrtda 32003 TO WALL FLASHING r 4"AND PRE CAULKED DRAIN — — — Office: (904) 264-6553 � ---� — Fax: (904)269-2729 BUILDING PAPER FACE NAIL(A MIN.OF I TO OVERLAP 4"MIN. TWO NAILS PER SIDE) I DECK SURFACE AT THE FLASHING ON Lot EACH SIDE OF POST 114 APPLYMANUFACTURER 1 l RECOMMENDED JOINT SEALANT FASTENING 1 I BLATH — —EHIND FLASHING AND l l 11 1 l l AT THE TOP OF THE —� — l l 1 FLASHING' Atlantic Beach FLASHING 15 SECURED ALL ON ALL SIDES SIDES TO WITH NAILS STAIR FLASHING Count Club BUILDING PAPER TO BE INSTALLED BEHIND SHEET METAL 0 THIS APPLY MANUFACTURER OFFSET METAL LATH EDGES POINT MIN.2" 152 MM(6)MIN FROM RECOMMENDED JGINT SEALANT FASCIA METAL AFTER COM ION OF T HE POST&RAIL EDGE FLASHING PLYWOOD SEAMS PLI-DEK BASE COAT AROUND FLASHING Jordan Residence BA5E OF POST. PLI-DEK SYSTEM TERMINAT ES AT 7 HIS POINT GALVANIZED,26 GAUGE,FLAT MET AL G588 TO BE COATED ON ALL VERTICAL INSTALLED ON ALL CORNERS OF THE FLASHING POST AND NAILED TO THE SU55T RATE FASTENED 12ATTEP\N FOR THRESHOLD FLASHING Flashing Details M ETA L L ATH POST 1x4 NOTCHED*WOOD TRIM (PER PLAN) AROUND PERIMETER OF BASE Atlantic Beach Drive (OPTIONAL) DOUDLE FLASHING FOR 50 TO 152rnm (2"TO 6")STEP-UP Atlantic Beach, Fl. 32223 SEALANT SEALANT 76mm(3")O.C. NOTCH POST 1/2"DEEP 0 3" IN THE FIELD 25mm(11/2")O.C. ABOVE DECK SHT'G AROUND (12 STAPLES PER ON OVERLAPPED PERIMETER OF POST THRESHOLD FLASHING Drawn By ARJ Sheet SQUARE FOOT) LATH SEAMS PER STRUCTURAL PLYWOOD SEAM COVERED 26 GA.BONDERIZED PLI-DEK SYSTEM Date IN 2"WIDE SEAM PAPER 2-PIECE SHEET IGC-E5 ESR-2097 08-17-2016 AND STAPLES 1�"G.C. METAL SADDLE Scale APPLYLY MANUFACTURER'S RECOMMENDED OVERLAP LATH MIN.4"LAP FULLY JOINT SEALANT AFTER COMPLETION OF 1/4" = BEDDED IN SEALANT 11 -011 19mrn(3/4")min. PLI-DEK FINISH COAT.THE PLI-DEK SYSTEM (ALL 4 SIDES OF POST TO BE} MIN 3 TERMINATES AT THE BA51 OF R15FR Plan Of FLASHED Key West- Mod 8 Z z a o GALVANIZED BONDERIZED DECK CAULK BETWEEN FLASHING FLASHING MIN 2"ON DECK AND AND IHRE5HOLD,AS WELL HEIGHT DEPENDS ON RISER SIZE AS BETWEEN DOOR JAMB OVERLAP WALL TO DECK FLASH AND THRESHOLD 4"ON EITHER SIDE. Written dimen5ion5 Shall have precedence over Scale dirnen5ion5. DECK SHEETING POST CONNECTION PER Contractors Shall verify and be re5pon5ible-For dimen5ion5 and LU STRUCTURAL PLI-DEK SYSTEM conditions of the job. ICC-E5 ESK2097 0 0 o Northeast Florida Design,Inc.hereby reserves its common law w FLOOR JOIST OR BLK'G- copyright5 and other copyrights in these plans,de5ign5 and ideas. — — — — — CONNECTION POST PER These plans,de5ign5 and ideas are not to be copied or changed in any ETU T._ manner or form whatsoever,nor are they to be assigned to any third QD MIN 2" < party without first obtaining the expre55 written permission from Northeast Florida Design,Inc. -t.,-- -r---_- ---- --r,----_-- -- -------- --------- ----- --- -� --_- -�_-----��� --«i��- 7 50mm(2")O.C. CAULK BETWEEN FLASHING AROUND PERIMETER *MAY APPLY GU80 BASE -- AND COMPRESS TOGETHER 5/8"MIN.EXT.GRADE COAT AT POST BASE TO PLYWOOD - DIVERT WATER (3/4"RECOMMENDED) =- - - 12627 Sari Jose Blvd NOTE:WHERE LATH OVERLAPS PERIMETER AND FLASHING PAPER - - SLOPE 1/4"PER 12" _- - SUlte 702 (PLYWOOD SEAMS)STAPLE EVERY 11/2" O.G. Y - �=� orthea st Jacksonville, BL 32223 Florida.Design,Inc. 904.260.3319