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589 COASTAL OAK LN - ARCH. DRAWINGS 571-01( NOTES 2-0" 3'-0" 9'-0" 3'-0" 20-10" 19'-2" oe 4'-6" 41-611 13'-0" 3'-8" 2'-6" 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S 2'-61 51 ° ° 3'-0" 2'-6" 2'-6" 2'-6" 2'-6" 1'-111, `/ 2-3P6"SH J SPECIFICATIONS FOR ROUGH OPENINGS PRIOR SILL @ 2'-0"AFS✓ TO FRAMING C) °jZ` s<< c3o GAS (4)2°2°/2°4°/2°2° o 0 0 o� p 1 �2 S STUB FIXED MULLED C , SILL @ 1'-0"AFF U_ 4"d - 4"OF,6"d - � '� -- ------------------- -- 6"d cSj clJ dj �.8. `( C}' 2°8v Z = c9 ' �1 Z tc) ciJ J t� Q - VAULT �}� NyQ ,W� �LANAI = Q o CAFE 10CMi. _ � � N 0 20'-10"X 10'-0° 12'-6"X 9'-6" WC f A 1 4 0 10'-1 J"PL.HT. = o L 10'CLG. a N 58 ---� cn o`t �' t FR.DR. N N Ln O 1 OW N_Ef�5 - r� 10'-10° 10'-0° L_jUITE ° 2'-0" 9r N ------- --- 2880 4'-0" ---- — --- o N 1 '-O"X 22'-0" _ OFFICE COP VAULTED CLG – Lj — 16°8°SGD 0 I 2680 I �N REVIEWED FOR CODE COMPLIANCE 4"d N � _ I � � lz o CITY OF ATLANTIC (BEACH 14'-6" 2'-0" � 21'-8" I " 3'-0" 6'_8" 6'-2" � � SEE PERMITS FOR ADDITIONAL o � _ I - F NT12Y REQUIREMENTS AND CONDITIONS -i -i o) o t GAS I n1 10'CLG may} �, � °,� VAULT STUB I _ REVIEWED 8Y: DATE. 7- � � I �- < io 5sH lz 4 i I I l o - FAMILY I < 1 _ 0 LUI � I II I ° o o 11 W .I REVISIONS 1-- = KOOMo III I� 11 �I� 1 = - 2X6 WALL LU I - -U 8°PKT.DR — ROD&SH z w LD I II I `O n D —ROD&SH — — — — —1 =� 20'-4"X 18'-6" I ° 1 (!' oG 10'CLG. III 1 _ 00 0o D E I I AccE55 I I I I II I GA5 1 GA5 2"x30"MIN. 1 1 = = --J I I 111 l 4TUB �STuJ o 1111 ,� LND1\Y o WIC I I l = _ 10 CLG. I N LTJ = 10 10'CLG. l 0 4' I l y- I WIC 248° 10'CLG. 248° I I KITCHEN J Z 1 N N 0 I ' , 13'-8"X 23'-0" }1 3"LEAD LSDNKY LL = o I 10 CLG. Lj 10'GLG. 01 6'-0" 3'-8" 3'-2" 1'-8" 3'­2" 15'-8" / 5'-6" "10'-0" o A I I STOP & AAs I I �9 I I �' IVERSIDE STUB I 10'CLG I D1\0F U N 0 o 10'CLG. o - - - --- �f1y 58 _ ROD&SH r----, o WET DAR I MICRO 1 �� OENE AL STAIR DETAIL SCALE:N.T.S. _— ——— � ------- - --------4------ O.H.C. I DRAWER I 2 STORY CLG, ( REF. SINK L_ J STORAGE I ii - cw (?o STP,IRS - -_ „ _UNDER DOOR IS 13/8”MIN."STAIR NOTES: cid < k' ..- ° I .H.C. �, SOLID GO >✓OR 20 N � Build With Confidence ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS,FLOOR COVERINGS,AND/OR VARIANCES IN CONSTRUCTION MATERIAL.ACTUAL CONSTRUCTION MUST COMPLY OWNERS MINUTE FIRE RATED �� WI 8311.7 OF THE FLORIDA BUILDING CODE,RESIDENTIAL. - I PINING w (SELF CLOSING) �'v N CONI 12276 San Jose Blvd., Suite 120 MAXIMUM RISER HEIGHT: 7-3/4" p BATH I a = Jacksonville Florida 32223 Q STOOP MINIMUM TREAD DEPTH: 10"(NOT INCLUDING NOSING) O 10 CLG. MAXIMUM RISER HEIGHT VARIATION: 318"(ENTIRE FLIGHT) - U I 11'U"X 15'0" Q � 0 V. Y c MIMMUM STAIR WIDTH: 36" W E— I 10'GLG. Z J VERIFY 5T P� IN FIELD Office: (904) 449-1650 MINIMUM HEADROOM CLEARANCE: 6'-8";ABOVE NO51NG) U Q K/S �� _ Q Q _ L- a z o I wj"z www.myi iversidehome.com C3 Z o� N > Q o 5/8 TYPE X GYP.BD OR HANDRAIL NOTES: < FRAMELESS cn = � `�? I z o EQUIVALENT TO COVER ACTUAL CONSTRUCTION MUST COMPLY °� N TMPRD GLS I I w w ' W/8311.7.7 OF THE FLORIDA BJILDING CODE,RESIDENTIAL. U.1 0 � GARAGE CEILING HANDRAIL5 SHALL NOT BE LE55 THAN 34"OR MORE THAN 38"IN HEIGHT ABOVE THE STAIR NOSING. ENCL.TO FLOOR rn Q Q Uj o � o "� A/C HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. m= 5 ° x � 0z I c >- d _ COMP. Lot 89 HANDRAILS SHALL.BE 11/2"CLEAR OF ALL ADJACENT FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE 7'-2" 2'-O" 6'-8'� ' � 3'-10" 8�7 ' 1'-2 5'-10" _1 p 7 2 - CAP\ IN NEWEL POSTS OR SAFE TERMINALS. 10 HANDRAILS SHALL BE 11/4"-2"IN CROSS SECTIONAL DIMENSION,OR.APPROVED EQUIVALENT,AND EDGES `r 3°6°SH w HAVE A MIN.RADIUS OF 0.01". N 2 S Y CLG. I t antic Beach SHALL ---- --- J SILL@2'-0"AFF °L GAKAGE HANDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 200 LB5.APPLIED IN ANY DIRECTION AT I ANY POINT ALONG THE TOP RAIL. O - O o� 10'CLG. N '-10" 2'-10" 20-10"X 22'-4" A/C Count Club N STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL 10'1 'PL HT N WC — COMP. BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR ��. HEAD N A���� LINE OF 2ND FLOOR ABOVE THE PRODUCT5 THEY PROVIDE OR INSTALL. �� ��\� OPEN RAIL5 SHALL HAVE INTERMEDIATE RAILS OR FOYER�,�p� AN ORNAMENTAL PATTERN SUCH THAT A _ 10'CLG. ��1 0 °2"x30"MIN. 4"DIAMETER SPHERE CANNOT PASS THROUGH. Q0 —— T GUARDRAIL CONSTRUCTION SHALL BE PRIVACY WALL HE __ • ABLE TO RES15T,A LOAD OF 20 LBS 9 C <9 IL Giusti Residence PER LINEAL FOOT APPLIED ij- y = o HORIZONTALLY ALONG THE TOP RAIL. - _ 4"SPHERE GUARDRAILS SHALL NOT BE MAY NO PASS f � N N LESS THAN 36"IN HEIGHT. THROUGH THE TRIANGULAR OPENINGS 6"SPHERE N TTING MAY NOT PA55 3'-8° 6'-6" ENTRY AT STAIR TREAD.R15ER,& _ BOTTOM SHALL BE SUCH THROUGH N 1O'-4"X 12'-8" <�� 2e a 1st. Floor Plan �0 4 10'-11/8"PL.HT. H.B. THAT A 6"DIAMETER _ - SPHERE CANNOT PASS THROUGH. � 1O'GLG. � 1O'GLG• � ° Q 8°8°OVERHEAD ODOR 8°8°OVERHEAD�O�R ° N 13ATH c 589 Coastal Oaks Lane CNTRLS 2� 4 VERIFY EP C — ----------- ----------- — Atlantic Beach, Fl. 32007 o LL IN FIE D 7 II clspl' 10'CLG. < o WC 2-2 8-0 1-10 11 ———— lo HEAD �� a o Drawn By ARS Sheet N N lz Date 11-18-2016 ZE)] �N r 10'-10" 3'-0" 7'-2° �; Scale 1/4„ = if-Off WET 13AR o = of MECHANICAL EQUIPMENT NOTES-: - ,, � Plan Wheaton-Custom 8 5Q. FTG. CALCULATIONS LC \/ FBC-8302.5.2: DUCTS IN GARAGE SHALL BE MIN 26 IST FLOOR LIVING 2718 3 - 14'-4"X 11'-0" GAGE SHEET STEEL WITH NO 011=KINGS INTO GARAGE 2ND FLOOR LIVING 1070 10'CLG. sR WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE ALLOWED. TOTAL LIVING 3788 �� I c=n DIMENSIONS.CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE (� FOR DIMENSIONS AND CONDITIONS OF THE JOB. FE3C-R, M1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND GARAGE 480 WIC 10 T cz ALL SIDE5 OF MECHANICAL EQUIPMENT AND ENTRY 113 10 CLG. ( M COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH 2-3 6°SH-EGRESS — — — —— � ORIGINAL DESIGN BY JAMES POZETTA,ARCHITECT FLORIDA LICENSE#AR96064 OF THE ENCLOSING SPACE 5EING AT LEAST 12" WIDER LANAI 210 51-L @ 2!-0"AFF ROD&SH 103 SOUTH 18TH STREET THAN THE FURNACE OR AIR HANDLER BALCONY 218 f FERNANDINA BEACH,FL 32034 COVERT=D DECK 190 8'-g" -6" 2'-7" DRAFTING SERVICES PROVIDED 3Y: GROUND-MOUNTED MECHANICAL UNITS SHALL DE TOTAL COVERED 4999 14'-10" 6'-2" ANCHORED IN ACCORDANCE WITH FBC-R, SECTION " „ 2 O 1-0 61-6115 8 21 10 M1307.2. „ 57 ° Q 12627 San Jose Blvd J r.�� 1 8 m 1 7 = _ Suite 702 FLANS= _ ortheastµ Jacksonville, FL 32223 15t Florida Design,Inc. 904.260.3319 NOTES 22'-0" 19'-2" 1. DOORS AND WINDOWS ARE APPROXIMATE 'Z� 74X4 ---------- _ ___ FINISHED SIZES; REFER TO MFG'S ENGINEERED ROOF TRU55E5 55 CAILE RAIL 5YSTEM SPECIFICATIONS FOR ROUGH OPENINGS P.T.POST � STANDING SEAM METAL ROOF FASTENED PER FBC 8905.4.5 WRAPPED TO PRIOR TO FRAMING 6"X6"TYP. SPRAY FOAM INSULATION AT ROOF DECK UNDERLAYMENT FASTENED PER FBC 8905.4.3 22'-6" cid RADIANT BARRIER OSB ROOF SHEATHING 3-4 15 4 0 3'-4" 3'-4" 7'-2" 1'-8" 1'-8" 12'-10" 21-6" SEE CONNECTOR SCHEDULE 12 3°56 COVERED PECK.5H 3°56 SH 3°56 5H I TOP OF PLATE7 SILL Cad 13'-4"AFF SILL 0 13'-4"AFF SILL C 13'-4"AFF 19-2 X 10-0 1/2"DRYWALL 9'-11/6'PL.HT. 3°50 SH-EGRESS GLG. - SILL 02'-4"AFF 2880 77771 (2)2x6 FR.DR. ,S) L'L TOP PLATE OPEN RAFTER TAIL W Q N w = N Cn 1/2"DRYWALL –' ,uJ 9'CLG. o� N 5F\ #2 Q N LU 14'-6"X 124' LQ o� NICHIHA SHAKE m 9'GLG. 1/2"0 THREADED OR LAP SIDING - OPEN TO < o RODS PER o o BELOW ENGR'S PKG. U_ w R-19 INSULATION N G 2'-2" 3'-10" 4'-0" 1'-8" 3'-8" 6'-0" OFFICE COPY = U VAPOR BARRIER.SEALED AT TOP&BOTTOM PLATES. , 2x6 STUDS AT 16"O.C. —�—' 3/4"TIG SUSFLOOR �_ REVISIONS 7/16"055 WALL SHEATHING L�� 2() LG. 248° � 4Q2nd FLOOR 2x6 BOTTOM PLATE -' ° o FINISHED FLOOR ATH 14"BAND #2 � 4 NOTE. _ � - N 9 CLG. = 0 9' LG �- 1.EXTERIOR FENESTRATION PIECES N + C\1 Q WG PLATE HEIGHT SUCH A5 FOAM BANDING ARE TO BE - �� A$" � o� � o � INSTALLED OVER THE SCRATCH/BROWN 55 CABLE RAIL SYSTEM c� WIC N COAT OF STUCCO WITH A STRIP OF - OPEN WEB FLOOR JOISTS SELF-ADHERING FLASHING OR o o I 9 CLG' GL5 LJ INSTALL "GYPSUM 50ARD (2)2x6 SELF-SEALING MEMBRANE 3'-10" 41-211 5'-2" 5'-0" 151-011 o� Q PARALLEL TO FLOOR FRAMING TDP PLATO 2.THE JUNCTURE OF EXTERIOR PLASTER L_ — — 7- MEMBER(1000 50.FT.MAX AND FENESTRATION PRODUCTS SHALL BE ROD OPEN SPACE TO PROVIDE SEALED WITH A SEALANT COMPLYING 1/2 DRYWALL ROD&SH DRAFTSTOPPING PER FBC WITH SECTION 8613.8.1 OF THE FLORIDA IL CABLE RAIL SYSTEM — — — � - CEILING BUILDING CODE,RESIDENTIAL ��' AHU r —— o� < cv 8302.12 w ° r ATTIC- _ = N N IVERSIDE 3 COAT STUCCO FINISH �� I ACCESS N o v rn = ( r0"x22_MIf� w on 1/2"DRYWALL--- w ( ( `n 0 0 oC f WIC J � � AHU QZ/ 4 ° PAPER 5A _ WIRE LATHE OPEN TO >� = 2 8 RUN TO TOP OF PLATE, 2X6 WALL �L:;;jy BELOW J MIRK ono V � 1/2"k7 THREADED - 9'CLG. RODS PER X$ w HEAD z Build With Confidence ENGR'S PKG. m w LAV. 0-6 X 13'-4" - c WC R-19 INSULATION 3' .2° CL 12276 San Jos l 10 Jose Blvd., Suite 120 Jacksonville, Florida 32223 13ATHVAPOR 3 Office: /904 449-1650 TOP&BO R�IMR.SEI�LED AT '� � 9'CLG. 268° ——— www.myfiversidehome.com CNTRL 2x6 STUDS AT 16"O.C. - 55 CABLE RAIL SYSTEM 28g° 2880 FR.DR, ", Q 7/16"055 WALL SHEATHING F8.DR. Q- Lot V J (IQ LL N z < d 2x6 F.T. < LOFT • FINISHED FLOOR /�— BOTTOM PLATE N 5'-7 " 1 Atlantic Beach FINISHED GRADE J 12'-8"X 8'-0" 7'-6" 14'4" N 14'CEG. . N Country Club :• do, 3-2656 FIXED WI 3-2626 � BALCONY 0 . - TRANS.OVER-6"BTWN o SILL 0 3'-6"AFF MONOLITHIC SLA5 « CA 0 21'-10"X 10'-0" FOUNDATION 9'-11/8"PL.HT. z 4XZ-P.T.PAST N 4'-4" 2'-6" 2'-6" 4'-4" Qz WRAP EDTO Q RAILING TYP. T\rf Giusti Residence TYFICAL WALL SECTION. 2" SCALE:1/2"=1'-0" 13'-8" 5'-8" 21'-10" , 2nd. Floor Plan 2nd FL00F\ FLAN 589 Coastal Oaks Lane ae Atlantic Beach, Fl. 32007 Drawn By �J Sheet WATER RE515TANT BARRIER- 2 LAYERS REQUIRED Date 11-18-2016 FASTEN LATH Cad 7"O/C Scale �� 1/4 = 1-0 4"MIN.PENETRATION -8 11 INTO FRAMING 11 d a - Z of Plan Wheaton-Custom 8 WEEP SCREED-SURFACE vas' SHOULD NOT 5E 5LOCKED W/ FINISH MATERIAL FOR DRAINAGE a as PURPOSES 4 d WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS.CONTRACTORS SHALL VERIFY AND BE RE5PON515LE FOR DIMENSIONS AND CONDITIONS OF THE JOB. TEPWINATION OF STUCCO STUCCO TERMINATION PER ASTM C-921-6 A2.2.2. ORIGINAL DESIGN BY JAMES POZETTA,ARCHITECT DRIP SCREED INSTALLED F ASTM 1061'5-05 FLORIDA LICENSE#AR96064 103 SOUTH 18TH STREET FERNANDINA BEACH,FL 32034 G DRAFTING SERVICES PROVIDED BY: 12627 San Jose Blvd Suite 702 ortheast Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 55'1" NOTES 7 20-9if A 3'-04- 1. DOOR SILLS ARE NOTE[) FOR ALL EXTERIOR 1)OOR5 - REFER TO MANUFACTURERS SrECIFICATIONS FOR REQUIRED SLA13 RECESS 17-6" FRIOR TO FOURING CONCRETE 7� GAS 9 4 5TL)[3 STEM WALL - � 1 i FOUNDATION Til LI LJ Lj L_ J - - - H.B. -J' (r I I I o w l l I I I� I I I I � I i i �---I-- I tq Uj 3 C) C\ Z wM II II II II II Ill II II II II G /I I I *ILII II II II 1 LU 1-1 Jr0 II J 9 101-101, 101-01, I THICKEN EDGE 011I 01 —I —J iIIIIjIIIfIIIi I;I;;I --t(II-IIIII1III1I IIII(--- -------------------iuiI1III1i1IIII1 IriI1IIii1IIII1 IIIIi 160 SILL I------ ------------- I L------ ------------ 7 ell -T STEM WALL FOUNDATION 7 IIIIIII Cq OFFICE COPY L-- -------- II tj GAS Z_ STU5 C\1 W ----------j —-—————————7:_7Z__ 7 C=-== L7 I - III -- REVISIONS 0 I U I I GAS' iGASIISTU5I L Li \MESH OR. 4"CONC,SLAB W1 FIBER ---- ell bX6_XI0 W.W.M.ON 6 MIL.VISQUEEN TANKLES51 ----------- OVER CLEAN,WELL COMPACTED FILL LNPRY SINK GAS WH 11 E--- _H �q_ C) Li OP L GAS r7 REF. IVERSIDE 1 5'-52- _J L --------- F —4— ------------ F_ _+ SINK L-- —-- ---------- ----- _j -———-— F II(I 1I I III.`'c�n�-'\II�I'II rii,II�,III IlII II, --a._—�8.�. —� —�—11'-2�--2�"—-- —IIII —cp 4cn----------n;'��'IIi 0 —C;�lI-d--W----C2-� .-_>�—�8--►.)`n. JW P0 II _jI C\]NJ /- -19/�-��8_O —I1lI 1I(III --_/3J�'-62�_5"-'-_4I2I-" 10) -15'_1-02,- -8,�-,N_ -o -� I 47_1- if Build With Confidence -1011 1,414511 CONC. -10��LIiIIIiI ILIIIII II NoN Sh STOOP 12276 San Jose Blvd., Suite 120 Uj 19 Jacksonville, Flofida 32223 0 ? 7-- (904) 449-1650 < I Office. I THICKEN EDGE www.myfiversidehome.com ro 8 21-011 61-1111 4"CONC. A/C SLAB COMP. PROVIDE 6" 901 11 Lot 89 5 L A E R E�,-E'5'5 < FOP ' 140WER EVANSION JOINT (TYF') 0Z Atlantic Beach AIC COM�1. Q) C\j 51-711 Country Club HEAD ---------------------------LT __j 71-2111 r4,, 4"CONC. SLAB Giusti Residence LO LU LU ------------ H.B. C\j J I 1 11 K 01 __j T-4" T-4" 01 Foundation La out \\CNTF\LV L L 589 Coastal Oaks Lane L 2-2 STEM WALL Atlantic Beach, Fl. 32007 I ai FOUNDATION C1 WC rI < -4- ------- _T--------- ------ ravm AIR-J- ee T)LL Date 7-2;�' 11-18-2016 Scale o 1/4 of Plan Wheaton-Custom r-:1Z1 lz 8 Ir Z= WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER, SCALE DIMENSIONS.CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE STEM WALL FOP,DIMENSIONS AND CONDITIONS OF THE JOB. FOUNPAIION +4 — ORIGINAL DESIGN BY JAMES POZETTA,ARCHITECT' r--1 FLORIDA LICENSE#AF96064 NOTE 103 SOUTH 18TH STREET FOUNPATION LAYOUT FOR CONCRETE FORMING 21-01' 211-111 121-111 + FERNANDINA BEACH,FL 320,34 MI) FLUM[3ING LOCATION REFERENCE ONLY. DRAFTING SERVICES PROVIDE[)BY; REFER TO ASSOCIATED ENGINEERING DRAWING FOR FOOTER LOCATIONS AND DETAILS. 12627 San Jose Blvd FOUNI)ATION LAYOUT Suite 702 Jacksonville, FL 32223 ortheast Florida Design,Inc. 904.260.3319 0 ,1 01 L NOTES _g BUILPING HEIGHT Vs DORCHESTERSQ-2326-TC ,, ----, r------ CHIMNEY CAP TYp. \ ___l LJ LJ LJL_-_7 F, LIF--- , r { .I II 5 1�_ 12 Lj LJ N II 1 N ii PLATE HEIGHT 5 n----- r - - - - - - - - - - - - - - STANDING SEAM METAL R00F(TYP) 5:12 I �1 -1713 u ' ' 24';0 LOUVERED {II 5:12 CI rt+► I' II DECO.COREL ❑ C--- : VENT(TYP)_-- : ------12 - (TYP) I HEEL ON_TR_USS PLATE HEIGHT � I , I I I,I 1 1 I r ' I PITCH 1 - - - - - - -� Ir' I I w n HARDIE OR NICHIHA L1 BREAK SHAKE SIDING TYP. I 1 i-------------- 1nJ � I -------------iI BANDING TYP. — �j. 1 i I Ijl I W �f� II iiLl L---------- --a r------ �^-I a Z Q I( I I I I °_--_= I ---- -- SII c� 1 I ,, I 2"BAND OVER r-------------�r' �— '�—� I I I ii ii I lir I U Itn II ii 11 1 1 I I 11 111 I I I 11 F4 6"BAND TYP. 1 ' uIIr=' L� �Q r�u rr _____� I C5j 1 I I I STANDING SEAM 4X4 P.T.POST WRAP`FED I 1 if � i i I I j i METAL ROOF(TYP) TO 12"X12"TYP. I I I n rI Lr-l-"L�er1 u }I N LOUVERED'PANEL 1 1 11 I r TYP. til I I 5:12 YI L} SII fl � FINISH FLOOR 1 ; 11 512 I I li ai i i 12 1 11 I I !III I FINISH FLOOR 5(- ---- -------------J ---- ————————————————— r 'S1-,-�-,--'-'---------- =t,iI l= ----------------- ---- PLATE HEIGHT NEWEL POST TYP. - - PLATE— HEIGHT ------------- -------- II II DECO PERGOLA TYP. .L II OFFICE COPY � II a II 11 � 5:12Li I 11 I � I �� i i 1 I EXPOSED RAFTER TAILS 6"BANDING TYP. _ 5:12 -- - -- ❑ �_--_-ii 11 REVISIONS _ o 5:12 5:12 ------------ ------- ------ --------- � 5:12 1 1 HARDIE OF,NICHIHA d _ I ; ❑ 512 cv ^ yf•� I I ;1 i PLANK SIDING TYP. I , \� --- — i1 I N fp FINISHED FLOOR r� 11 FINISHED FLOOR - - - - - - LJ 11 I�� -� �� I I LU ,1 d ; r-i n � O F' E2 11 5:12 GRADE GRADE I , I , I BAHAMA SHUTICR I. 15 SHUTTER I ----------- ------- rl I (TYP, FR 0 NT E L EV ATI O N TYP. I , { 512 5:12_I I C------J IVERSIDE i if d 1 . II II ________-_-- _____-______ I F\00F F , SCALE: 1/811 = 1�_0II , �14 Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com DORCHESTER SQ-2326-TC Lot 89 CHIMNEY CAP TYP. 51 A 12 12 15 STANDING F((TYP) lantic1Beach 11t Club METAL ROOF TYP} PLATE HEIGHT DECD.CORBEL 12 (TYP) USS - - HEEL ON TRJSS HEEL ON TR - - - - - - - - - - -- - - Giusti Residence PLATE HEIGHT PLATE HEIGHT HARDIE OR NICHIHA 4X4 P.T.POST WRAPPED SHAKE SIDING TYP. m � TO 12"X12"TYP. F EXPOSED P AI=TER Roof Plan/ Elevations EDI 2 BAND OVER TAILS TYP. LOUVERED PANEL 6"BAND TYP. TYP. 589 Coastal Oaks Lane 4X4 P.T.P0 STANDING SEAM WRAPPED TO 6X6 TYP. Atlantic Beach, Fl. 32007 METAL ROOF(TYP) IL SS CABLE RAIL 51 12- SYSTEM Drawn By Sheet FINISH FLOOR =; FINISH FLOOR ARJ PLATE HEIGHT 6"TRIM TYP. 12"BAND(TYP) PLATE HEIGHT Date 11-18-2016 - - -- - - - Scale 1/4" _ 11-011 Plan of Wheaton-Custom 8 BAHAMA SHUTTER (NP) HARDIE OF1511 NICD-IIHA =� �' PLANK SIDIN TYP. o WRITTEN DIMENSIONS SHALLV HA E PRECEDENCE OVER SCALE DIMENSIONS.CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR DIMENSIONS AND CONDITIONS OF THE JOB. ORIGINAL DESIGN BY JAMES POZETTA,ARCHITECT FLORIDA LICENSE#AR96064 FINISHED FLOOR - - j i i i - - rJISHED FLOOR 103 SOUTH 18TH STREET I 1 1 I _ FERNANDINA BEACH,FL 32034 Q I I 1 I 4 N GRAPE 1 1 1 1I ILGRAPE -H DRAFTING SERVICES PROVIDED BY: 2"SILL OVER 6" BANDING TYP. 4,5"h PRIVA Y WALL TYP. F\'IGHT ODE ELEVATION - _ 12627 San Jose Blvd. _ Suite 702 -= ortheast Jacksonville, FL 32223 Florida.Design,Inc. 904.260.3319 NOTES DORCHESTER SQ-2326-TC CHIMNEY CAP TYP. STANDING SEAM 12 12 METAL ROOF(TYP) 5�— 5 PLATE HEIGHT 12 12 HEEL ON TRUSS 5 HEEL ON TRUSS PLATE HEIGHT - _ - - -- -- _ - - _ PLATE HEIGHT Q 41 U EXP05ED RAFTER TAILS TYP. DECO.CORBEL HARDIE OR NICHIHA (TYP) 4x4 P.T.POST SHAKE SIDING TYP. 7Y7 I I - / WRAPPED TO 6X6 TYP. HARDIE OR NICHIHA L° 6"TRIM TYP. SHAKE SIDING TYP. STANDING SEAM 42"h WALL W/CAP METAL ROOT-(TYP) 12 1 WISH FLOOR FINISH OFFICE COPY ISH FLOOR 12 - - _ 51 -�5 PLATE HEIGHT PLATE HEIGHT REVISIONS BAHAMA SHUTTER (TYP) 0 0 HARDIE OR NICHIHA PLANK 5IDING TYP. FINISHED FLOOR FINISHED FLOOR 0 GRADE GRADE 2"SILL OVER 6" i IVERSIDE BANDING TYP. L EFT SIDE ELEVATION s■ Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.myfiversidehome.com DORCHESTER 50-2326-TC CHIMNEY CAP TYP. STANDING SEAM HARDIE OR NICHIHA Lot 89 METAL ROOF(TYP) SHAKE 5IDING TYP. 12 Atlantic Beach 5 HEEL ON TRU55 12 Country Club DECO.CORBEL HEEL ON TRUSS (TYP) PLATE HEIGHT _ - _ _ _ - - _ - - - - - - PLATE HEIGHT -- Giusti Residence EXPOSED RAFTER TAILS TYP. HARDIE OR NICHIHA SHAKE SIDING TYP. 4X4 P.T.POST 6"TRIM TYP. 7 WRAPPED TO 6X6 TYP. Elevations 2"BAND OVER PITCH BREAK 55 CABLE RAIL 6"BAND TYIP. STANDING SEAM 589 Coastal Oaks Lane SYSTEM METAL ROOF(TYP) Atlantic Beach, Fl. 32007 FINISH FLOOR12 FINISH FLOOR -- 5 � Drawn By Sheet -- PLATE HEIGHT PHT LATE HEIG - ARJ 11 Date 11-18-2LLJ 016 Scale „ _ , 11 HARDIE OR NICHIHA 1/4 — 1-0 of PLANK SIDING TYP. Plan Wheaton-Custom HARDIE OR NICHIHA = S PLANK SIDING TYP. p o 0 WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS.CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR DIMENSIONS AND CONDITIONS OF THE JOB. El [I] El FINISHED FLOOR- - _ _ _ FINISHED FLOOR ORIGINAL DESIGN BY JAMES POZETTA,ARCHITECT FLORIDA LICENSE#AK96064 4 0 103 SOUTH 18TH STREET GRADE GRADE +' FERNANDINA BEACH,FL 32034 2"SILL OVER 6" DRAFTING SERVICES PROVIDED BY: BANDING TYP. REAR ELI-VATION Y _ - 12627 San Jose Blvd Suite 702 W=- ortheast Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 NOTES GAS ---- _. STUB `\ t PRE-WIRE& I BRACE ONL Y PRE-WIRE& I BRACE ONLY I I PRE-WIRE& \ f \ Fit I BRACE ONLY \ � �\ TO SWITCHWP/GFI � \ BELOWqp rl f RE-WIRE& BRACE ONLY i PRE-WIRE& I - 0 rn1 — BRACE ONLY ' ' G - TUB .L._ TO FAN/ III r-- t LIGHT I I I I I o o o ©� W // - - -- - __— ABOVE I � `U t —_�Id ; I I- o p' ---I ' OFFICE I SEC.SYS. 11 I �,' /' I ( III �.� � � 00 00 � DLII ,�' /,// \--- —— I PREWIRE �-——-� I I IIII GAS Y �TU STUD STUB GFI L" t TO SWITCH _ REVISIONS I I /��' I ,' �� BELOW--` " ___ ' wP/GFr cin = I E � � - "'�' ( � �' t \\`\ O � O � \\ ,� � I I / z I I 5 z I �\ ; O oat O F c� \ O " GAS STUBI- - - - - LL - - - - REF. \ t ——— - ————-� ��' \\ ------- - ---�IC r=---i i O - _ --- qp AHU ��-.__.� — — — — I I I � I\ �1 �_ REF. SINK /W_j o , , I �� \� c� IRCUIT AHUIf x / / "-- - \ Q) " IVERSIDE W I iT01=1XTURE Z OUTLET O BELOW \\ABOVr. I _' I K/S \ , t� SER ICE OUTLET - +\ \� GFI �'' i'�\//' FOR1 F,/C COMP. O F _ \ I , ) WP/GLI I p _ , '\ — PRE-WIRE& —so- TO \ , \ SWITCH BRACE ONLY BELOW_/ `\ �� _:' Build With Confidence 12 ° TOFIX 11775- \\\ I i, I\\ , \\\ CAMP. —�i-- 276 San Jose Blvd., Suite 120 ----- ---" " \ I \\ ` ' ---- Jacksonville Florida 32223 r Office: (904) 449-1650 \ www mynversidehome.com I AIC l ` � COMP. ' - r-_� Lot 89 ' G.D.o. �\ G.D.O. /' t' � / \ / PRE-WIRE& ~_ BRACI=.ONLY W P/GF] Atlantic Beach PRE-WIRD& CountryClub ,' ,�' — �` " ► BRACE ONLY ' 4 t IRRIGATION PRE-WIRE& T-3 I t CIRCUIT / BRACE ONLY l i GFI I _ Giusti Residence2N() FL00R ( � ELECTKJC/�lElectrical Plans �° = 110 DUPLEX T OU LET(AFCI hROTEC1 ED) { CEILING MOUNTED LIGHT 589 Coastal Oaks Lane Atlantic Beach, Fl. 32007 HALF-SWITCHED OUTLET Y _ � FULL-CHAIN F, ,I GFI DUPLEX OUTLET (- WALL MOUNTED LIGHT Drawn By Sheet / @ WEATHER PROTECTED ARJ wP/GFI CTED OUTLET (O RECESSED LIGHT FIXTURE Date PRE-WIRE& � CEILING OUTLET SPOTLIGHT 11-18-2016 I FLOOR OUTLET Scale BRACE ONLY � r� - 1 1} / 0 EXHAUST FAN W/ LIGHT 1/4 — 1 -0 220 OUTLET L Plan of { �L�CT�ICAL NOTES ❑ EXHAUST FAN Wheaton-Custom ___ _ _ J aton-Custom 8 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED ® SPECIAL PURPOSE OUTLET © FLUORESCENT FIXTURE LINE OF THE BOX TO BE: 12"AFF(GENERAL)- KITCHEN 44"AFF- BATHROOM 39"AFF(44"AFF WITH RAISED VANITY)-LAUNDRY SWITCH ROOM 36"AFF- EXTERIOR WATERPROOF 12"AFF TO 42"AFF -GARAGE GENERAL FURf OSE-44" AFF- °1 CARRIAGE LIGHT WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE KITCHEN ISLAND OUTLETS MAXIMUM OF 12"BELOW COUNTER SURFACE DIMENSIONS.CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE 2.ALL TRIIv PLATES& DEVICES TO BE GANGED,WHERE POSSIBLE. 3 3-WAY SWITCH DOUBLE FLOOD LIGHT FOR DIMENSIONS AND CONDITIONS OF THE JOB. 1ST FLOOR E FLAN 3.ELECTRI AL SWITCHE B "S TO EAT 42 CENTERLINE ABOVE FINISHED FL 4.ELECTRI AL PLAN 15 INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DD 4 4-WAY SWITCH ® PANEL BOX NE IN STRICT ORIGINAL DESIGN BY JAMES POZETTA,ARCHITECT ACCORDA E WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL �Jp DIMMER SWITCH CONTRACTOR WHO SHALL BF RESPONSIBLE FOR THE INSTALLATION& SIZING OF.ALL ELECTRICAL,WIRING& O SMOKE DETECTOR FLORIDA LICENSE#AR96064 103 SObTH 18TH STREET ACCESSOR ES. T Q TELEPHONE C0 CARBON MONOXIDE DET. FERNANDINA BEACH,FL 32034 5. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH 2014 FLORIDA BUILDING CODE, SECTIONS 8314 AND 8315 cry CABLE TV � DRAFTING SERVICES PROVIDED BY: 6. PROVIDE FCIS (ARC FAULT INTERRUPTERS)IN DWELLING UNIT BRANCH CIRCUIT LOCATIONS PER FBCR E3902.12 7..GFIs (GR UNP FAULT INTERRUPTERS)FOR WATER AREAS AND OUTDOOR CIRCUITS PER FDCR E3902 PREWIRE �` BRACE - 8.ALL PERMANENT INTERIOR LIGHTING I5 100% HIGH EFFICACY CFL/LED LAMPS PER FBC EC 8404.1 CEILING FAN WITH LIGHT _- - 12627 San Jose Blvd Suite 702 o�ea�t Jacksonville, FL 32223 Florida Design,Inc 904,260.3319 NOTES INSTALL SHINGLES OVER FLANGE @ HEAD VALLEY SHING E INSTALLATION: Q\PP FIBERGLASS SHINGLE INSTALL SHINGLES USING WEAVE METHOD OPT.PROVIDE LEAD VENT ——— ROOFING OVER 15#FEL BOOT WITH INTEGRAL FLANGE Ipl ,111 OVER 7/1B"OSB OVER 1.EXTEND(1) ULL END SHINGLE MIN.12"PAST F O •\ ( (I PRE-ENG WD RUSSES CENTER LINE F VALLEY.SEE MANUF WRITTEN +`\ +`\ {C`\ \ \30C SE \ \ R� \\° \\ VENT STACK,SEE PLUMBING _Ip X11 / INSTRUCTION OR ADDITIONAL INSTALLATIONN. \ `\\ S GOVR \\ \\ FOR SIZE&LOCATION it III /i INFORMATION I ++�� +�N, I + \ r Sip \� ► �\ ° \\ PREFORMED FLEXIBLE BOOT p p� - 4�'y'� 2.DO NOT NAIL 6"MIN.FROM VALLEY CENTER LINE I N. \ \ • -- i e o \ ro FLASHING W/INTEGRAL FLANG p p ���� + \ ♦ I r+\ It TEMPORARILY IN PLASTIC ROOF CEMENTCUTWEATHER SECURE e BARRIER(OR TucK FLAP e BARRIER 45ANGLE I + \ KBEO p�,�,\�\\\\\y\ ^�` L,` i, a • ,°/�\/°�\\/ / /� IPq /// �i / II �({���`( ` + � I\ UNR) HEAD tI \ INSTALL FLANGE OVER FIBERGLASS SHINGLE SHINGLE @ BASE ROOFING OVER 15#FELT OE OVER 7116 RADIANT BARRIER 733' �`(\ � I IOSB OVER PRE-ENG WD r :: + \ / t TRUSSES /� MODIFIEDTCUT ( I (;I / I I E:1 " // WEATHER BARRIER ( I , 24 WI E METAL VALLEY // 1 I Ii� FLASHING OVER 15#FELT \ \• /%//i�i,/ I /i' 4 p I // /� ++` ,``�� /�/'//% �/ ( l:.:j I ( I f:l LINE OF WINDOW aPENI I AT I I I I I 1 I I i t I I 1 I q I I t t I '1 FOLD weAT�JAMBS ti \ •/ /// , �`�\ / i�! I t ( I MECHANICALLY FASTEN ( 1 \ \ ( \ ( 1 FANNED EDGE CAP,NAILS + 1 ;•.:: STAPLES)IF REQUIRED By \ \ \ \ FLASHING MANUFACTURER 1 1 { NOTES: I \ I 11 1I APPROVED `WEATHER SELF-ADHERNGLEIBLEBRESHETHIIG TALL Ir WIDE UNDERLAYMENT 1.INSTALL IN STRICT ACCORDANCE WITH ` fh 8'TYP.OVER WD ST ��rlR I MANUFACTURERS WRITTEN INSTRUCTIONS STUDWALL \` , \�\ I MEMBRANE FLASHINSILL \ t 2.APPLY ROOFING CEMENT OR SELF-ADHERING \ \`\ ExrEND�Bsa MN FLASHING OVER FLANGE AT HEAD ONLY STEP 1 \``e STEP 2 \\`�t TEP 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. N.T.S. I +\ \ I \ f + EDGE ALONG RAKES,CEMENT \\\ I 4 SHINGLES TO UNDERLAYMENT &EACH OTHER IN A4"WIDT Nb. OF ASPHALT PLASTIC ROOF f S ocJ FIBERGLASS SHINGLE ROOFING OVER CEMENT / /�'i i WALL SHEATHING // I '* i ` OFFICE C � UNDERLAYME �� t ``' +`\.� � I ,I t• ..� +�,` INSTALL SHINGLES OVER OFF-RIDGE VENT FLANGE AT �, > I.... STUCCO/CV FINISH ' / I moi.::._:..:::;:::•: }� NON-CORRODING �\� i i' v' I ASSEMBLY W!15#FELT HEAD / � ��' ( {t:i ::•.:. 1 II{�r`� : > I• GALVANIZED METAL OFF-RIDGE ( I / I I � � / ( \�'�`�� / MTL EAVE DRIP�t / �,. I /.,.r I:' 1 ll'\+ \+ \ i 1 OVER APPROVED WEATHER VENT WITH BAFFLE.SET IN —_-- 1 I II +� I>: +� TRIM 6"-7"FROM END BARRIER ---. --— � I APPLY�B•NOM. PLASTIC ROOF CEMENT OR / CONTINUOUS BEAD OF I:: ( (�i II 1� / t INSTALL 4•MADE I I 1 —� fi I SERI Arrr AT JAMBS a HEAD I I' II NSTAu wNDow PLUMa OF FIRST SHINGLE ``N\ �: / >�' t...1 LAP FELT AND WEATHER SEALANT / \ I I:I / ( I I I `�• is / / \\J\ (.. ,1� i II sELF AOHEw .� I TRIM TABS FROM ALL / �' I BARRIER OVER VINYL I 1 p I LEVELasnUAREPER �' 1 ------ I // i/ // \ \ WINDOW NAILING FLANGE 1 MANUFACTURERS WRITTEN 1 � IIi 1 I MEMBRANE FLANGING STARTER COURSE----*✓' I I;; STUCCO STOP/WEEP SCREEN / / / \rte\ // LINE RIF PRE PUNCHED I II.� II INSTRUCTIONS I Ii�q►` II '�I1 ( OVERNAILING FLANGE W l` { Ik-: EXTEND 15#ROOFING FELT �' // // \I HOLESORSLOTS SHINGLES I 1 / I. " ( I (I I I l l 1 i — 1:: UP WALL 7 MIN. INSTALL OFF-RIDGE -- , I IE I I t 1 IIIN , , rll 1 t IIII i I I REVISIONS STARTER COURSE �,I I III 5x5 METAL FLASHING OVER VENT FLANGE OVER --�3\ I I'l 11 I ( IIIII ��i IIII I ( 'l11 ��i I ROOFING FELT(NAIL TO SHINGLES AT BASEw4 11 ROOF DECK NOT WALL t z I Z I 1 V 7/16"OSB OVER ,,,_ �. \ I I SHEATHING) .-;; •' :: R ,. / \ �:::-; :.. \ III I " f PRE-ENG WD -rte i "'''+�,� , +a. EXTEND MEMBRAN I FLASHING MN.1•BELOW \ CAP SHINGLE-DO NOT NAIL >� I I RN I TRUSSES SILL INSTALL WITH ROOF \ �•- :� PLACE SHINGLES CLOSE / \ �,;,.. CEMENT .� - ,, SHINGLE ROOFING I:' / `\ TOGETHER BUT DO NOT // � d �`�_�:; . i' \� \ \ CROWD � �. �::'� // NOTES: ALONG RAKES,CEMENT ROOF CEMENT ��\``\ / STEP 4 ``�� ( STEP 5 \�� I STEP 6 `N 1 SHINGLES TO UNDERLAYMENT ��/'// •� \� �Q���\ �/� 1.INSTALL IN STRICT ACCORDANCE WITH I\ &EACH OTHER IN A 4 WIDT / /•� /�- dP\\` I / / MANUFACTURERS WRITTEN INSTRUCTIONS ` OF ASPHALT PLASTIC ROOF f.� CEMENT 2.APPLY ROOFING CEMENT OR SELF-ADHERING NON-CORRODING k� `\ ���/ ' PLACE SHINGLES 3/8" I FLASHING OVER FLANGE AT HEAD ONLY i + i r+` ��f'11i I MTL EAVE DRIP �l.� OVER EAVE&RAKE + \ FOLD WEATHER BARRIER 1 ��` DOWN a TAPE DIAGONAL I EDGES TO PROVIDE DRIP INSTALL I �+\� Cur a ACROSS HEAD OF EDGE WALL FLASHING DETAIL - STUCCO OFF-RIDGE VENT FLASHING DETAIL WINDOW ! II I I \ /��i MEMBRANE RMHI t \moi/� N.T.S. OVERNAILNGFLANGE @ :;;"`.� N.T.S. HEADice/ EXTEND SELF-AD14ERING I I'I r\ ;+ :: \ ( E.r�� `\ \ III G� :: III �E ■ 1 R T COURSE E MEMBRANE FLASHING 1• MIN." i I �'\,. / t.l( / III I I iI I:tt I ( SEAL WINDOW FRAME TO F s co t Tr\ I I 11 II I MIN,BEYOND JAMB INSIDE OF R.O.WITH FLASHING ( I I SEALANT AT SILL AND A IT i,l / ( {'• i / ( I I 11 / dell I)� STUCCO/CV FINISH NOTE. I 1�i fl 1( t I ( i I:� ,p II 1 t,.' j III ! 11, MINIMUM Fr uP BOTH I { i(`i 1 1 I I I I tt—r JAMS TO FORM A BACK WALL SHEATHING ASSEMBLY 1 I 1 l• I I Fll I DAM.SEAL BALANCE OF IVEKSIDE 1.WINDOW INSTALLATION& l ! I ( 1f II`! t 1 III t. .' i I I I FRAME WITH SEALANT OR f 1 -' {:I ` I I ( 1 II ( ;i 1 �/•'I I LOW-EXPANDING FOAM FLASHING DETAILS ARE � p 1 t I:: `i ��- { II �.// --- ----- ----------- ----------- ------r II `.:... LAP BA RIEROVERNAILING coNSISTFSIrwITHASTM2112 IIII �� I(-a 1 I i t'I ` I ;� i , 1 Ili f J �' l :.. III i (PRavIDEeACKERROD 1 APP OVED WFJ�THER \ METHOD A-1 EXCEPT 1.11 II 1 I fall ( , I I /i E I WHERE REnuIRrSt) " \ \, ..,. ::.:... f: p �i�•l l I I I. III I >- T 1 1 I +L BARRIER ` \ -' FLANGE SELF-ADHERING MEMBRANE 111) i (I ;I 1 I ( l:'I I i 11:I ( 1 11-112 to 12-112" I, I 11-1/2 to 12-U2 —� ii �.; :, "L 1: 1 II t ( .. p 1 IL 1 FLASHINGS ARE USED. I1 �:( ' --------- t I Ila l ! ,k-----------I ,�— " 1 \ \ \ .�..... ., VI DRIP/WEEP SCREED 11 I �JI:I 1 II it '� � 1 ( III I`_..I 'I� tl� TR' sJ'� ,k��1"to 1-1/2" , , 1"to 1-112 1111 LAP WEATHER BARRIER OVER `�`� \•:;_:.:..,. .. 2.IT IS THE INSTALLATION :: �► I �1 1 I II I`''' ! - - - - \ \ \..:..:. . p I IIS it I II u L — — — — — — — —I i I{ METAL FLASHING AND SECURE CONTRACTORS �t� *\ I I II '' " -1- — — — -T- — I .. 1 t '` :) 1 \ 11'� \ 1 r —1--� a ° I �————— 41 U WITH STARTER STRIP �`�`v,/ `\`\` T " i RESPONSIBILITY TO VERIFY + \ I i.l I III (:: rq►i / I / "x5 METAL FLASHING �'+ I I \ t /i III L I 1{ li \\ yC''f 8 THE COMPATIBILITY OF ALL I \ ` 1 111 ti n n r II \ \ �:: I :: , EXTEND 15#ROOFING FELT �� �\� i �I`� KICK-OUT WEATHER BARRIER,SEALANT `\` V� `\ I ( I it (111 SIE t1 PRODUCTS INCLUDING UP WALL 7"MIN. �� �.�/ \ I FLASHING(SEE ; &SELF-ADHERING FLASHING \ ` V t DETAIL \ \ i �j i 1 I 11 1 2 a — DURINGINTERIOR VIEW ' • z i I { ✓' I`\ �� `\ I �'{ ) z ' ' CONSTRUCTION. \`\ �� � 1t I NTE Build h Confidence 2 I z l 11�{ / r Z II � 5x5 METAL FLASHING OVER �i 1 N\ � fir, �� ROOFING FELT(NAIL TO ROOF �` �I! ` EXTEND KICK-0UT 2' " \ I `� ( `c t / 9 I ,�I I I DECK NOT WALL SHEATHING) ' /� \\ ! >' E I \\ \ MANUFACTURERS WWRRII'TTENPER STEP 7 STEP 8 �/ ' STEP 9 SHINGLE NAILING I I 1 / - ; ,S,r BEYOND FASCIA 12276 San Jose Blvd., Suite 120 `� 1 I / � � � SPECIFICATIONS. CAP SHINGLE-DO NOT NAIL /r / I/' ` -* INSTALL WITH ROOF CEMENT /' // r�� �'I '� o•/ WARNING, Jacksonville Florida 32223 ``` / \ I SEALANT/FLASHINGS MAY ' SHINGLE ROOFING I REACT ADVERSELY IF NOT ROOFING DETAILS `\ I COMPATIBLE. �` Office: (904) 449-1650 ROOF CEMENT _� �.� / FEL UNDERLAYMENT N.T.S. `�C7a�jj \ %�' SHINGLE ROOFING ���\ i /� WWW"�'nyfiversidehome.com NOTE:DETAILS ARE FOR SLOPES OF 4:12 OR GREATER, !� Mn RIP EDGE \� 1 FOR SLOPES BELOW 4:12,ALL ROOFING UNDERLAYMENT ��Qj FASCIA NOTE:INSTALL KICKOUT OF SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED �� I' FLASHING L BOTTOM CT BY THE SHINGLE MANUFACTURER FOR USE ON LOW ROOF&wa.L INTERSECTIONS WATER � TIGHT WINDOW FLASHING INSTALLATION DETAILS Lot 89 SLOPE ROOFING PROJECTS WALL FLASHING DETAIL - LAP SIDING WALUKICKOUT FLASHING DETAIL SQL N.T.S. N.T.S. AtlanticN.T,S. Beach Country Club t........,.��\ \ t Giusti Residence APPRoveowEATHER `\\ I.......1 1.'`'.'. 1..........�.........� BARRIER ovERwD I- �.. -../ (.......{'.I.I 1 III Ij SHEATHING t•.•........ \.-.- `� I i ��,�. ( 111 Ili, 11l Roo1'rRu55Es .1....x...1 I F ....-.•.I.. 4 rl� 1 1' eoo1'TRJ55=5 I.... ... .1..' .:....I....l 1 f.......i.�I I.l..I. I ALL DOOR PLUMB, LLEEM SQUARE PER MANUFACTURER WRITTEN "il lI t LINE OF DOOR OPENING F ..... 1••1•.•• ) 1 I I.......L t.I L'{ t. 1 I I I I I II "III t......... 1.......1.1.'1 I 1,11111 II III 2X4 DLOCKING RE UIRED CUT WEATHER f I 1 1 { ( I IA I ATPANEI. INTS BARRIER i.'.'-1 I FOLD WEATHER I.'...•..I... I..1.- I 1 u I IMI BARRIER IN • _ I_ •.-.•.-.-....l.-.... .._I-'.'� I ARDUNDJAMBS ,•._.-..--..:,:1.1 FlashingDetals L'.•;'.'.' �..•..; 1 F..-. • . •i.;.i (..'.'.'..'..'' I.. '� \ r. '-� I I I ' 589 Coastal Oaks Lane -- --- 1..1....1.....1 I \......1.1 I I.... \ 7......'.. '{ 1'I I... 1 1 SUDFASCi `\` I..... , I r SET THRESHOLD IN `` BASE LAYER: \. '.'.1........./ ` { 5/8"DENSGLA55 FIREGUARD SHEATH \ t 1 / , `\`� I RED OF SEALANT \ 51.51' DA5ELAW: ATTACH WITH 2 1 TYPE'W" `\�,. \,\ , 1. , II , Atlantic Beach, Fl. 32007 " \ I \ APPLY SEALANT AT 5/5'DEN�LASS°REGrJARD SHEATHING DRYWALL SCREWS \`�•-Y , `\ � CORNERS a FRONT ATTACH WH 7 NAL5 OK 5CREW5 NO VENT5 ARE A OWER `� ' \ \ J� OF THRESHOLD \ \ FACE LAYER: NO VENT5 ARE ALLOWED 5/6"DENSGI ASS FIREGUARD SHEATHi STEP 1 `\ STEP 2 TEP 3 FAGS LAYS[ ATTACHED WfTH 1 J'TYPE"G"DRYWALL 5/8"DEN56LA55=TEG LARD SHEATHING 5CREW5 @ 12"O.C. ATTACHEO WITH Z"Infk SCREWS OR NAILS 0 24'C.C. -OFFSET JOINTS IN BASE AND FADE LA 24" Drawn By ARJ Sheet -OFFSET XII NT5 N DISE AND FACE LAYER 24" NOTE:AT UNPROTECTED DOORS,BOTTOM 1/4th OF JAMBS SHALL BE COMPOSITE,P.T. Date OR OTHER DECAY RESISTANT MATERIAL 11-18-2016 NOTE I.....��\� (......�`\ DESIGN BASED ON GA FILEN o.RC 2602 {'- \ +`\ NOTE: I.......'.4�...�` ` 1............ ` DESIGN 8A5�RR GA lLE No.RC 2602 w `� INSTALL 4•WIDE +```\\ Ii — 1 tl _ (.-.'...�.•.'.'.•.'.'..., Scale \ SELF-ADHERING MEMBRANE r:'....'... \ FLASHING OVERLAPPING I. 1 i......,;.:. DOOR FRAME 1AR• I. \:::.-.,,, 1/4 — 1-0 I 1 { II, 11`x`:. { of , r......, tl I, Plan Q �::, tV o -•• ;;::a, t-.�.'.�.�.'.� it � Wheaton-Custom �j fit.:;:.� 1 1 I 1......1.:.:11 �I (F �'- EXTEND t II SECTION (1)HOUR FIRE RATED(UNDERSIDE ONLY)SOFFIT AS N EDED INSTALL4•WDE i t:.:11 i II q Ir�F_...,....,I ME BTS F��I� I {I i q I, fel I►�r� o SELF-ADHERING f. :::11 II II II(qF:•:;1-'-•'.'-'� I ( II II THIS DETAIL Y A,PLICABLE WHERE SEPARATION DISTANCE OF OVERHANG 15 LESS THAN 5'AND MORE THAN 2'FROM PROPERTY LIPS 5ECTION-(1)HOUR FIRE RATED(UNDERSIDE OI-Y)50FFIT AS NEEDED FLASHING OVERLAPPNG { p p i I 1.,••••. { III (( r THS PETAL-ON v AQPLICADLE WHERE 5EPARATION DISTANCE OF OVERHAW,15 I ESS THAN 5'AND MORE THAN 2'FROM PROPERTY I INE DOOR FRAME t/4• 1' I{ II,I Iql ;.•-• f I I II II ALTERNATE: 1.......,:..1 WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE RATED SOFFIT ASSEMBLES WHICH MEET t......'.I;:;II III 1:;;1 .. I 1 h I t i 1 ALTERNATE: 1...-.•I._al I(,( IIII 1.•••., t... -. 1 t II I, In I { I DIMENSIONS.CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE RATED 50FIT ASSEMBLES WHICH MEET UL STANDARDS FOR(1)HOUR } 111(,II II I�F :) , I II I I I III UL STANDARDS"OR(1)HOUR FIRE RATING ARE PERMITTED \�:;.'.t:;�l I IV II I�t:.y.....I I I I IV IIII 1. ' ��:i i I �I II I I I { FOR DIMENSIONS AND CONDITIONS OF THE JOB. FIRE RATING ARE PERMITTED `.� F j. ...I SEE DOORDETAR.SFOR 1 \\ I:.I I FNISH/TRIM DETAILS \\ 1. ORIGINAL DESIGN BY JAMES POZETTA,ARCHITECT FLORIDA LICENSE#AR96064 STEP 4 �'� STEP 103 SOUTH 18TH STREET FERNANDINA BEACH,FL 32034 DRAFTING SERVICES PROVIDED BY: DOOR FLASHING INSTALLATION DETAILS N.T.S. - - 12 62'7 San Jose Blvd - - - Suite'702 ordheast Jacksonville, FL 32223 Florida Design,Inc. 904.260.3319 TUDE S PECK\ RAIL DECK TO WALL FLASHING NOTES FOK SIDING URETHANE CAULK JOINT BUILDING PAPER TO FASCIA METAL (TO B 1/8"-3/16"E MA1NT INED) LAP OYER METAL \ F0� STUCC � PLI-DEK SYSTEM ICC-E5 ESR GRAVEL STOP FLASHING SIPING -2097 EXTENDS POT 26 GAUGE GALVANIZED Of� it BONDERIZED SHEET METAL FLASHING MIN.2"X6",26 GAUGE GALVANIZED,BONDERIZED RUN METAL LATH TO EDGE 4 ya TO 516 -ME AL 3 OF THE HORIZONTAL SURFACE GRAVEL STOP PLI-DEK SYSTEM E z WEEP-SCREED FLASHING ICC-ES E5R-2097 E CAULK INSIDE AND o OUTSIDE FASTENERS LO M (FASTENERS PER IN.26 GAUGE GALVANIZED STRUCTURAL) BONDERIZFD N 5/8"MIN EXT.GRADE SHEET METAL PLYWOOD THE PLI-DEK SYSTEM ICC-ES (3/4"RECOMMENDED) ESR-2097 TERMINATES AT THIS SLOPE 1/4"PER 12' POINT WOOD BLOCKING OR PLYWOOD EXTENSION X' MAY VARY ACCORDING TO FASCIA APPLICATIONS o d STUCCO/EIFS �--' z 5/8 MIN EXT.GRADE PLYWOOD (3/4"RECOMMENDED) SLOPE 1/4"PER 12" BITUTHANE/BUILDING PAPER BASE PLATE AS REQUIRED STRUCTURAL PLANS z O O � N BUILDING PAPER _7 • STEEL!'OST PER STANDARD GUARDRAIL PANEL OFFICE COPY O o 5/8"MIN EXT GRADE PLYWOOD 50mm 19mm(34")MIN. SLOPE 1/4"x 12" A / (2")MIN APPLY h1ANUFACTURER'S RECOMMENDED JOINT REVISIONS SEALANT AFTER COMPLETION OF PLI-DEK FINISH COAT.THE PLI-DEK SYSTEM TERMINATES AT THE BASE OF RISER.SEALANT WILL NEED TO BE MAINTAIN[-[) 71o'. IN.EXT GRADE APPLY MANUFACTURER'S RECOMMENDED PLYWOOD FLI-FASCIA TO WALL TO DECK ICC-ES DE R 2097 PLI-DEK FINISH COATEK SYSTEM JOINT SEALANT SLOPE COMPLETION OF SLO E 1/4"P N 12" SLOPE 1/4 PER 12 FLASHING INTERSECTION THRU-BOLTS OR LAG BOLTS PER STRUCTURAL PLAN BLOCKING AS REQUIRED PER STRUCTURAL PLANS BFAMS MAY OCCUR DECK PLAN VIEW 2.5 LBS/SQ.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") IVER SIDE FLASHING THRESHOLD O.C.MAX OVERLAP LATH ON THE FLASHING MIN.2"X6",26 GAUGE FLASHING TO THE EDGE GALVANIZED,BONDERIZED OF THE DECK SURFACE EXTERIOR GRADE DECK-TO-WALL FLASHING PLYWOOD 16 MM(5/8") WITH STUCCO STOP FOR WALL MIN WITH 3.2 MM(1/8") STUCCO AND EIFS SYSTEMS GAP BETWEEN SHEETS Build I t h Confidence FLASHING PAPER TO 12276 San Jose Blvd., Suite 120 EXTENSION METAL TO POST FLASHING lo COVER SEAMS IN PLYWOOD Jacksonville, Florida 32223 BE INSTALL[-D 51=_HIND DECK I 50 MM(2")MAX. TO WALL FLASHING � Office.- (904) 449-1650 4"AND PRE CAULKED DRAIN _ r� — —� — www.mytiversidehome.com BUILDING PAPER FACE NAIL(A MIN.OF TO OVERLAP 4"MIN. TWO NAILS PER SIDE) DECK SURFACE AT THE FLASHING ON EACH SIDE OF POST I � APPLY MANUFACTURER � Lot 89 l l RECO DMENDEID JOINT AND SEALANT FASTENING _�_ - Atlantic Beach FLASHING. LA AT THE P OF THE LATH ll if FLASHING IS SECURED CountryClub TO SUBFLOOR WITH NAILS STAIR FLASHING ON ALL SIDES BUILDING PAPER TO LN BL INSTALLED BEHIND OFFSET METAL LATH EDGES SHEET METAL 9 THIS APPLY MANUFACTURER 152 MM 6" MIN FROM POINT MIN.2" RECOMMENDED JOINT SEALANT PLYWOOD SEAMS FASCIA METAL AFTER COMPLETION OF THE POST&RAIL EDGE FLASHING PLI-DEK BASE COAT AROUND FLASHING Giusti Residence BASE OF POST. PLI-DEK SYSTEM TERMINATES AT THIS POINT GALVANIZED,26 GAUGE,FLAT METAL G558 TO BE COATED ON ALL VERTICAL INSTALLED ON ALL CORNERS OF THE FLASHING POST AND NAILED TO THE SUBSTRATE FASTENER PATTERN E0K '' THRESHOLD FLASHI W-.�7 Flashing METAL LATH POST 1x4 NOTCHED*WOOD TRIM (PER PLAN) AROUND PERIMETER OF BASE 5g9 Coastal Oaks Lane (OPTIONAL) Atlantic Beach, Fl. 32007 SEALANT SEALANT DOUBLE FLASHING FOR 50 TO 152mm (2"TO '') ST=P-UP 76mm(3")O.C. NOTCH POST 1/2"DEEP @ 3" IN THE FIELD 25mV2')O.C. ABOVE DECK SHT'G AROUND (12 STAPLES PER ON OtAPPED PERIMETER OF POST SQUARE FOOT) LATH tEAMS PER STRUCTURAL THRESHOLD FLASHING Drawn By ARJ. Sheet PLYWOOD SEAM COIVEREC 26 GA.BONDERIZED PLI-DEK SYSTEM Date 11-18-2016 IN 2"WIDE SEAM PAPER 2-PIECE SHEET ICC-ES ESR-2097 AND STAPLES i "O.C. METAL SADDLE APPLY MANUFACTURER'S RECOMMENDED Scale OVERLAP LATH JOINT SEALANT AFTER COMPLETION OF 14" = 1�-0�� 19mm(3/4")min. MIN.4 LAP FULLY PLI-DEK FINISH COAT.THE PLI-DEK SYSTEM / BEDDED IN SEALANT of (ALL 4 SIDES OF POST TO BE o o MIN 3" TERMINATES AT THE BASE OF RISER plan Wheaton-CuStOn1 Q FLASHED) V ----- - 0 0 40rGALVANIZED B DERI ON ZED DECK E CAULK BETWEEN FLASHING ~LASHING MIN 2 OND CK AND AND THRESHOLD,AS WELL HEIGHT DEPENDS ON RISER SIZE AS BETWEEN DOOR JAMB `OVERLAP WALL TO DECK FLASH WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DECK SHEETING POST CONNECTION PER AND THRESHOLD 4"ON EITHER SIDE. DIMENSIONS.CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE w STRUCTURAL PLI-DEK SYSTEM FOR DIMENSIONS AND CONDITIONS OF THE JOB. Z,- � ICC-ES ESR-2097 ORIGINAL DESIGN BY JAMES POZETTA,ARCHITECT FLOOR JOIST OR BLK'G- Q � FLORIDA LICENSE#AR96064 LU N — — — — — CONNECTIONP0URCT.T ER 103 SOUTH 18TH STREET ST cn FERNANDINA BEACH,FL 32034 MIN 2" DRAFTING SERVICES PROVIDED BY: 50mm(2")O.C. CAULK BETWEEN FLASHING AROUND PERIMETER *MAY APPLY GU80 BASE AND COMPRE55 TOGETHER 518"MIN.FXT.GRAPE: µ COAT AT POST BASE TO - PLYW°� DIVERT WATER -- 12627 San Jose Blvd =�=�r_:,. �� �� NOTE:WHERE LATH OVERLAPS PERIMETER AND FLASHING PAPER (3/4"RECOMMENDED) - Suite 702 SLOPE 1/4"PER 12" (PLYWOOD SEAMS)STAPLE EVERY 11/2" O.C. ortheast Jacksonville, FL 32223 Florida.Design,Inc. 904,260.3319