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201 MAGNOLIA ST - NEW RESIDENCE ARCH. DRAWINGS f i I 201 MA3NOLIA STREET, ATLANTIC BEACH FLORIDA 32233 STEVEN APKE ARCHITECTURE INTERIOR DESIGN 96231 High Pointe Drive Fernandina Beach, Fl 32034 Voice: (904) 887-8318 Smug UNS � PA 1 i t - f t W x ow p � rL ., H u N 110I Aool0 • Y v of •. *'001 3t :C0 71 / .V its• '''� '• IN F ARG w CODE COMPLIANCE AREA SCHEDULE INDEX OF DRAWINGS AwwwPROM am : �. r • SHEET i SHEET TITLE ISSUE DATE a - • • " ' i, - _�"��` r- NEW 2 STORY WOOD FRAMED RESIDENCE W/ PRE—ENGINEERED FLOOR AND ROOF TRUSSES GROSS FIRST FLOOR: 1976 SOFT MMIECTURAL d, -_ t _ff --•-� _ p. • ___ _ �;: �Awyjm �r►�e. sw-r�orc!ms_s„ r n,i �.� �, -_ -- _ GROSS SECOND FLOOR: 1414 SQFT A0.00 COVER 2/2/16 At �Bsch REY� I TOTAL GROSS: 3390 SOFT;, A1.00 ARCHITECTURAL SITE PLAN / LANDSCAPE PLAN 2/2/16 I �,--- - 201 MAGNOLIA STREET, ATLANTIC BEACH, FL 32233 A101 SURVEY, TREATMENT VOLUME DIAGRAM 2/2/16 t - CONDI11ONED SPACE: 2435 SOFT it A2.00 ARCHITECTURAL SLAB PLAN 2/2/16 + , , " FLORIDAUILDINGCODE, 5TH EDITION UNCONDITIONED SPACE: 955 SQFT A2.01 FIRST FLOOR PLAN 2/2/16 T_ „ __,',. ' r j RESIDENTIAL CODE: 2014 BUILDING „�� -,, A2.02 SECOND FLOOR PLAN 2/2/16 - PLUMBING CODE: 2014 PLUMBING ' �► t, _ ELECTRICAL CODE: 2011 NEC — NATIONAL ELECTRIC CODE A2 03 ROOF PLAN CEILING PLAN 2/2/16 ' A3.01 FIRST FLOOR 2/2/16 r , MECHANICAL CODE: 2014 MECHANICAL I 1 1 " BEACHES ACCESSIBILITY: 2014 ACCESSIBILITY CODE A3.02 SECOND CEILING PLAN/ UPPER TOWER OILING 2/2/16 FIRE PROTECTION: FIRE PREVENTION CODE, 5TH EDITION A5.01 SOUTH ELEVATION � 2/2/16 • FLORIDA FIRE CODE, 2012 EDITION (BASED UPON NFPA 1) A5.02 NORTH ELEVATION 2/2/16 I _ s LIFE SAFETY CODE, 2012 EDITION (BASED UPON NFPA 101) A5.03 EAST AND WEST ELEVATIONS 2/2/16 viol Y __ ,- CITY OF ATLANTIC BEACH: CODE OF ORDINANCES A6.51 WALL SECTIONS 2/2/16 ¢' — �`' A6 52 WALL SECTIONS 6 '� ,', w - / / DATE: . } CLASSFIC�►11oN of et�DwG 0(�CIPANCY: 5/6/16 RESIDENTIAL OCCUPANCY R 3SIRUCHN& D GENERAL S COVER r :« SO.0 DESIGN CRITERIA AN NOTE 2/2/16 CONSTRUCM 7W-- S1.0 FOUNDATION PLAN 2/2/16 TYPE V—B, NON—SPRINKLERED ff S101 FOUNDATION DETAILS 2/2/16 S1.1 1ST LEVEL WALL FRAMING PLAN 2/2/16 DECLARA1111E STA7ElE1�iT PER RDF" STAIUIE 563i.7�7(D PERIDISL APPLICA110NS ISStlANCE NSMINM -- S1.2 FLOOR TRUSS PLACEMENT PLAN DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 633 2/2/16 M " { TO THE BEST OF THE ARCHITECT'S AND/OR THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS .. ArLA l , � �� « _ S1.3 2ND LEVEL WALL FRAMING PLAN 2/2/16 NRC N'ig �..►yas' ,,. $ ' COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE ARE—SAFETY STANDARDS AS ORAwi SP S1.4 ROOF TRUSS PLACEMENT PLAN 2 f -- 2 16 =t , FLORIDA / C1 ft SP STATUTES. S2.0 TYPICAL WOOD FRAME DETAILS 2/2/16 LOCATION MAP S2.1 WOOD FRAMING DETAILS 2/2/16 PROCT MUfrIBEI� 2015-2 S2.2 WOOD FRAMING DETAILS 2/2/16 AO.00 M.T.S. F'LE COPY i r REVIEWED FOR CGDE COMPLIANCE ■ I CITY OF ATLANTIC BEACH � SEE PERMITS FOR ADDITIONAL EEKS PJESIDENCE D p REQUIREMENTS AND CONDITIONS PERMIT SET REVIEWED By'- -7.Z4 DATE: I is�v mks—�.rvl XXX.UWG y l 100 -0" ' X13'-6" 20'-1 3/4" L. 59'-10 1/4" 5'-0" 10'-0" 5'-0" IVERIFY IN FIELD EXISTING FENCE ' ❑ AHU #1 AND #2 CD F CD I - PROPOSED - - i _E ._ _L _____ FUTURE POOL EQUIPMENT ' I PORTALET ' '�" '�- ----- -- � , � � - - - - - - - I � I , , r_______________ TO BE COORDINATED BY LOCATION _ _ , 771L ; ______________- ; OWNER AND POOL I , 11 ------------ , - -; ' MANUFACTURER STEVEN w I P��N D. PAPKE PAVER DGE SET ; ' ; ' I Q IN CONCRETE I NEW 2 STORY , , FUTURE POOL COPING HAS ' J , ---; ' WOOD FRAMED ' FUTURE ' ' BEEN INCLUDED IN ARCHITECTURE I o MORTAL, TYP. � ___;J , ; ; , C, �? ; RESIDENCE I ; POOL 1 RETENTION PLAN INTERIOR DESIGN o / =E ; FFLR 9.00 ; ; ; ; PERMEABLE AREA CALCS 96231 High Pointe Drive ------------ ; 1 C' Fernandina Beach, F1 32034 o Voice: (904) 887-8318 c:�j o - Ln - .. L-- ------- OWNER' r - - -; - OWNER TO COORDINATE, 0_' ' ' ' ' ORDER AND PERMIT FUTURE NEW PE gMEABLEPAVERS SET 0 1" U, ' ; ' ; SWRICNIM � , � ; � ; � � WELL PUMP SEPARATELY ups & ASSOCIAIM PA SAND BtD OVER COMPACTED ILL ; L___-t___J FROM THIS SCOPE ++ I ---------- N - 0 ® PATIO ❑ I , PROPOSED I v I : 3 -O , i DUMPSTER i z TYP ---- --- --------- -- --------y i LOCATION PE ' ter- APPROVED CD FIRE - i COAG i z HYDRANT �i I FRANCHISEE 12 _0 0 L �U-) - - - - - x Q . . ._ . . _. . . — . . _ . . . . _ . . — . . — . . — . . — . . — . . _ . _ . . — . . . . . . . . . �-�-' 0 4FT TALL SHADOWBOX FENCE I SILT FENCING AS REQUIRED BY ,.� 3 24 LOW WALL AHJ TOIMIT OFF SITE DRAINAGE z A'.o' W/STUCCO FINISH, SITE RETENTION TO COMPLY DURING ONSTRUCTION ' Li- STONE CAP W/ REQUIREMENTS OF AHJ w > APPROXIMATE EDGE OF RIGHT OF WAY W EXISTING New U Z w � CL RB STOPS C� O j AS Z OF PARK STREET, ALSO KNOW AS DAVID STREET PER PLAT W Z -- - - - - - ----- - - -- - -- -- - - - - - - --- -- - - - - - - - - -- - - - -- - - - - -- - - - - - - -- -- - - - - - - - ow U I l ARCHITECTURAL SITE PLAN C1) Al ST AUGUS INE /— WHITE 57 STONE INFILL a SOD, TYPICAL AROUND CONDENSOR PADS b , I i • I r ------- , , ® -------------- -------------- -------------- j --------------------------- I �~ t p F�0 F&M i NEW 2 STORY I Q ; WOOD FRAMED 5' �,� J , ---; ; FUTURE rn . I Z , , RESIDENCE IRRIGATION SYSTEM NOT 71 :/L C.D ' FFLR 9.00 POOL I Q , INCLUDED IN THIS SCOPE /• ,..•;�w� M 1 LANETANA (6), TYP -------------- OF WORK. � , O -------- RED ------JRED DRACAEN . ____ PURPLE FOUNTAIN MAHATMA (3) GRASS. , 1 , (15), TYPICAL 12FTI I No N I ANNUALS I WASHINGTONIA :visa�s. l ' - DWARF; CRETE TYPICAL ' PALM �S� u, a l%m r"t M YR TL( (2), TYP I = � C.t`1�1 ov�i JASMINE OUND COVER, PICAL 74 18FT a .�-► DATE: 5/6/16 WASHINGTONIA RETE MYRTLE PALM (1), TYPICAL SITE PLAN, .f LANDSCAPE PLAN I A pNl■181F Sp OEM P. Sp PROVIDE SLEEVED PERF PIPE YARD ST AUGUSTINE DWARF CRETE BOXWOOD MUCT MJMBM 2015-2 DRAINAGE SYSTEM TO AND BETWEEN SOD, TYPICAL MYRTLE (2), TYP (15), TYPICAL RETAINAGE AREAS, TYPICAL OF PARK STREET, ALSO KNOW AS DAVID STREET PER PLAT ■ 2 ARCHITECTURAL LANDSCAPE PLAN HYMIT SET A1.00 1/ nls-r xxx-Dwc MAP SHOWING PLOT PLAN OF LOT 513, SECTION No. 3 SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 32'-0" 14'-0" LOT 523 STEVEN SOT 511 CD NORTH NORTH � —' � � - __ -- • ___ D,, PAPKE NORTH POND PART A I00 - ' r I �, --- POND I —1 �- - - - - - - - -, I ----�,» PART B --------------- M° "� ARCHITECTURE I`' I L______________J I NORTH POND PART A � wD _ ;_;____�_______; I 1 4.5' X 31.5' BOTTOM (141.75) OT 524 I ; ; I I, o; INTERIOR DESIGN 5 X 32 TOB (160) o V = 315 96231 High Pointe Drive LOT 512 , Fernandina Beach, Fl 32034 i 1 ' NORTH POND PART B o 7' X 13.5' BOTTOM (94.5) � Voice. (904) 887-8318 I I I 7.5' X14' TOB (105) ' W9 I I + + I V = 207 _---- • ALL PONDS 1OQ0Y��� i -- • I I I ; ; I �, Dp•p0 A - PADS-4 S RUC JK TOP OF BANK, 8.5 , 1 I SOUTHWEST POND s ,� �,A/ � UNS & AsSopA PA BOTTOM ELEV, 8.0 ; 1 1 ' ------------ I I 10.8 X 15 BOTTOM (162) [] ❑ 20.0 CA fm I I 1 1 11.8' X 16' TOB (188.8) °ra°�'°r""''�- N ' N T 525 I '� V = 371 Z �, �` 2°" Lo Funm c::: PROPOSED TWO STORY u70► POOL p NL SOUTHEAST POND �L-, c, G7`, ^ �, s� RESIDENCE ONCRETE ��� � s� • I I ; 8.333' X 35' BOTTOM (291.655) Ot Z)DO , fou DATIOrt) � EIE) s .00 S 16 -� 1 ; I ' I 9.333' X 36' TOB (335.988) 0` $o ,.g F �.�� ` _ . e91 -=--=-=J V = 661 �➢ (J` o •s, O °. 29 1 ; = TOTAL REQUIRED TREATMENT VOLUME: 1512 m .. o ter' 0; 1 I PAVERS N 0.2' - TOTAL SUPPLIED TREATMENT VOLUME: 1554 -- I SOUTHWEST POND (+42 FT3 SURPLUS ) �� WW4r 100.00 SOUTHEAST POND , o �05T IIM Y° ---- t . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . . . TREET--- 1) S - > D 30 -0 - W --- WAY PACED PUBLIC ROAD CENTER 50' RIGHT OF PARK STREET) (FORMERLY A E-I w0 !f NOTES LEGEND w 1. THIS IS A PLOT PLAN. WATER FLOW DIREC11ON �'T1 U 2. NO BUILDING RESTRIC11ON LINES PER PLAT. F■i..� s 3. INTERIOR ANGLES PER FIELD SURVEY. = FIRE HYDRANT ►-a . 4. NORTH PROTRACTED FROM PLAT. O 5. TOTAL AREA = 5002 SOFT SOFT = SQUARE FEET TOTAL IMPERVIOUS AREA = f,R 1999 SOFT- C7 U W TOTAL PERMEABLE PAVERS = 879 SOFT 710TAL LOT COVERAGE. 4.871 V) Z N � t SUPPLIED TREATMENT VOLUME DIAGRAM N 10 20 40 w SCALE: •1" = 20' ALL RETENTION AREAS MUST HAVE AN OVERFLOW DIP/IMER W/ DRAINAGE d OVERFLOW TO STREET, TYPICAL. • ALL DOWNSPOUTS FROM ROOF MUST DRAIN TO COLLECTION PIPE OR THE PROPERTY SHOWN HEREON APPEARS THIS MAP WAS MADE FOR THE BENEFIT OF TERMINATE IN A RETENTION AREA INDICATED. TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE RYAN THOMAS WEEKS & AMBER PAGE WEEKS THE 0.2% ANNUAL CHANCE FLOODPLAI-N) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. 12031 CO409C, REVISED JUNE 3, 2013 FOR ❑❑ . _. . . _ . _ _ _ _. . . _.. _ DUVAL COUNTY, FLORIDA. DONN W. BOATWRIGHT P.S.M. PROPOSED - - -i 'NOT VALID ISED SE THE SIGNATURE AND THE FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 ORIGINAL RAISED SEAL OF A FLORIDA u(�NSED PORTALET ' i I SURVEYOR AND MAPPER.' - FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 �•Q F F'LO II r--------------- LOCATION L _ _ -1 ; CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. P•'' pOUG�'•''Q� 2015 1"500 ROBERTS DRIVE DATE: JANUARY 06, DRAWN BY: JAH CO,�,J� SA.O 2016-0011 SHEET 1 OF 1 .• _ = FILE #: JACKSONVILLE BEACH, FLORIDA 241-8550 m : 0 4 I I 1 SURVEY %•• •'�� I I I A1.01 1/x"_1'-d" • •... ..•• �� D THIS SURVEY IS INCLUDED AS REFERENCE FOR THIS SCOPE OF WORK BUT WAS NOT PRODUCED BY THE ARCHITECT OF RECORD. IT IS INCLUDED AS -uoelE f PROVIDED WITH ALL ELECTRONIC INFORMATION. NO CHANGES HAVE BEEN MADE TO THE ORIGINAL FILE. ANY INQUIRES SHALL BE MADE TO THE SITE = ON SI TE I E ACCESS � I I � ` I SURVEYOR DIRECTLY. OR OPENINGS PARKING , REVO : I N SILT FENCE •; ' AREA ' \ TO COMPLY =� 1 - - ; - - - T - - -;- - � WITH AHJ I I I I I I I I EI MATERIAL I PROPOSEDI I I I IDUMPSTER, I I I I STORAGE , I 1 I AREA 1 LOCATION 1 I DAM: 5/6/16 • 1 I i I I SLOPED STONE CAP • L_640 SQ_FT.— _ — — I I I W/ DRIP EDGE CONT I I i I I 12'-0" E.S. MECHANCALLY SURVEY, X190 SQ. FT_ _ X160 SQ. FT. � ANCHORED TO CMU 7» ADDRESS LETTERING SURFACE APPLIED 2•_0- TREATMENT VOLUME © . . . . . . _ . . . . . . . . . . . . . . _ . . . . . . . . . . . . _ . _ . . _ . . _ . . . . . . . . . . . . --::-_::---- -_::-- STUCCO FINISH CONTRACTOR TO MAINTAIN SITE OVER GALVANIZED a (STREET FACING) DIAGRAM METAL LATH ON SILT FENCING PER AHJ ACCESS AND SITE CONTROL 8" CMU GROUT "" WALL MOUNTED — — wt. SP Pb SOLID. TERMINATE LIGHT FIXTURES i 7 STUCCO W/ VINYL » » 4— » PRO�CT NUYBEi N w N i—6 4-6" 6 1 —6 2015-2 Q J—BEAD •'. y s 1001 LO R 8X18» 4 SITE COMPUANCE DIAGRAM FOUNDATIONAl 001 3 Low WALL 11 ADDRESS 00 • CONTRACTOR SHALL CONFIRM ALL PROPOSED SERVICE, ACCESS AND i'-s» PERMIT SET UTILITY LOCATIONS WITH AHJ PRIOR TO COMMENCEMENT OR N0110E TO OWNER. FILE COPY XXX.DWG 34"-5 1/4" --- 25'-5" -STEVEN 70# 8P-8" 100 D. PAPKE ARCHITECTURE —————-- A/C PAD A/C PAD INTERIOR DESIGN —————————————— —————————————————————————---— POO 96231 High Pointe D L-------I I rj rive —4" Fernandina Beach, Fl 32034 Voice: (904) 887-8318 21-6" i i _C14 L———————————————————————————————————————————————————————————————— —————————————- OP 21'-9 1/2- Lm PON= & AS90gAlE. PA CA OW 21 -9 1/2- 38'-0 3/4- C4 ± I I 1 IN C14 - SLAB PERIMETER PER THIS PLAN. ALL 00 STRUCTURAL SUPPORTS/FRAMING/POST COLUMNS OR STUD PACKS SHALL BE PER STRUCTURAL LAYOUT. -bo CONTRACTOR TO PROVIDE IN WRITING ANY CONFLICTS FOR RESOLUTION PRIOR TO CONTINUING WITH CONSTRUCTION. L !i I 1 i u pq OC-4 z Cn 2 3/4" 0,L. 21'-9 1/2" C3 Ll ;� 9P-4" 14'-4" 1 " 8'-5" �4 5-9 u 0 F_ 0— IZ pq I r-------—————- 0 U 2'-6" C) Fj 1 00 st 00 Lj 1 Cp 1% 1 1 " % 1% % I -_ t I I 4 F---------- —4 j L _j L——————————— i 1' 8" 40-01# 30-0'v —10, q 7r 39-6" aC'4 THICKENED SLAB AT BEARING LOCATIONS, 19'-11 1/2" j TYPICAL a ) PORCH SLAB Czo 29'-8 1/4- SHALL BE LOWERED TO ACCOMODATE STANDARD PAVER THICKNESS + 1" a a j SAND BED SLOPED j O•F Ft zz� o I i i I AWAY FROM STRUCTURE ` o �Q,'.'' p0U G 7_ F i M f I -----------------------------------——— C-4 co L m 3* L————————————————————-- 1 0 8 -— ---------- 40-3" st 1/2" lod. Mlu 1 —2" A 11 i ■ei R r QN -u®E f MIM71 00 r-———————— st i i i ! ;' i I D ORES E B B _ \ I1 D A T r LL————————————————————————————————— — 0 L-— —————————————————————— L REYSM- I WER__, ——————————---————————————— J I 1% WX FRONT STOOP I j L————————J SLAB SHALL SLOPE 2'-8 1/2" AWAY FROM HOUSE f 01 39-0" 29'-11 1/4" 6'-2 3/4- 110-7 1/4m 10'-3" DATE- 5/6/16 ARCHITECTURAL SLAB PLAN ARCHITECTURAL A200 3�=r-o• SLAB PLAN ORA■1 ft. sp at=ft. sp PROJECT NUMBEk 2015-2 A2000 FILEC PAY PERMIT SET op, XXY-DM E I f I 59'-10 1/4" STEVEN 17'-6 1/4" 9'-3" 7'-2" 5'-10" 20'-1" 10 .0 D. PAPKE -------------------------------------------------------- ( ------------ 2 7 4'-7" 2'-2" 3 8 _.__._w...__._._ 1, 6" ( " " " _ 1 6 04 e- 40 A/C PAD A/C PAD ARCHITECTURE H.B. E.M. N INTERIOR DESIGN 96231 High Pointe Drive I 5�0" 5) SHELVES 18 DEEP m POOL ELECTRICAL ELECTRICAL Fernandina Beach, Fl 32034 _ I -� W.H. BAR I STEP I SHOWER DISCONNECT `__. _M._____.` DISCONNECT -._..._: . --------------------- - to Voice. (904) 887-8318 I SINK DOWN H.B. `� j 7'-10" I I I 6 a,PS POCHED WALLS REPRESENT 2X6 STUDS -- ----- II --- -- = I I I I 21'-9 1/2" 7'-6 3/4" rl X69 !� swdjC wAI. USS PON= &Am AS90gA PA I = N I II I4 I 3 Z 1 i I L-- -------IL----------I 00 wm) 5'-2" V Mv V Vo =:) i 5'-0" CLR. a 1 I I W Y r------- W C) i iii C> I i o i GARBAGE a I DISPOSAL I �* a I I r o 1 I o I o ►- I bo �00 W I I I I '" = = o I I I I o � cD I I I -----------, I o N CY 10 z I I i i li i ( J w jN�j a � j ¢W I DISHWASHER; I 17 "' C) CLR o 0 � I C-'o f i p---------- I 'a 2,-8" I C I E.P. U (D i o wo = I C> i I H rL _ I PV 4'-0" C) W � � C) I ,,� o a I �. o w j STEP z F4 I DOWN N " I I 3696 M SOMITE 0 c = I -j_ - WALL SLOPES WITH STAIR `V H8'-4 ---------------1/2" STEP a1 SHELF & ROD 11 11 1 1 i -- -- - ------ I 1 1 1 1 5-6 DOWN I I I ! WATER LINE 10'-6" ;w BULL WAIL i w j to r' 1 I I I I 1 E ---------------------- --- - u) i i iCIO 1'-2" I E { I q 1 S� ------------------ I I 1 { r 1 1 I I I 1 1 I i 1 1 f I I I I I 1 1 I I I { , j O ( I I I I I I 1 I I 1 { 0 t Q I I I I t I " 1 I 1 { G� pF Fto QI I I .- I I 11 R 10 6- /8 I I 1 I V ...... .. � ' I I I I O I I 1 I I I I ��••.'oUj�o • '....' U V� O l PR 2496 \ cn Z I 1 I I I 1 I I I 1 I � :~�� , ' rn,• am o I ' MASONITE jLc') 094071LAj z �qsD STEP { �,, C> Co 2'-0" 3'-6" 1'-10" { Asa •► -ucert NOTE: SEE ELEVATIONS STEP 10 I r ; f FOR WINDOWS SIZES EQ. DOWN EQ, WATER AND SEWER STUBBED UP AND CAPPED IN WALL FOR = FUTURE SUMMER KITCHEN I ------------------------------------ M = I REVISION$: I H.B. � I � I I ------------------� I i I------------- ------------------------------------------------------ -------- ---- ------------------- ----------------- ---------------- ------------------- — — —�� I I I- I- UNE--—0 OF R0--� OV-E-RHANG- ABOV--E � 6'-6" 8'-6" 10-o" 1'-6" EQ. EQ. k 10 qr 1 I 1'-10" 20'-5" 9'-6 1/4" 6'-8 1/4* 11'-1 3/4" 10'-3" DATE: 5/6/16 E 59'-10 1/4 FIRST FLOOR PLAN ARCHITECTURAL SLAB PLAN 112.01 31T=18—W o er: sP Ciel®6M: sP PROJECT Ntlbl M 2015-2 E I i I PERMIT SET FILE COPY XXX.DWG I 1 2A - 21-8" 13'-3 / 18'-0" 15'-2* STEVEN 31_0' 7'-3 1/2" 3'-OA 2'-10" 5-10 1/4" 2'-10" 9'-610 2'-10" i TO BELOWD. PAPKE ' I I 2'-0" I I j ARCHITECTURE INTERIOR DESIGN a ------- -- 3>_ 96231 High Pointe Drive I I Fernandina Beach Fl 32034 I I � ( 0 `OI , OI POCHED WALLS REPRESENT 2X6 STUDS I � ' I I Voce. (904) 887-8318 �' � II �----- - ---- 50-0" I I ! I i 2'-10" `� �, I I SIRUC AUL C:) '� I I Lm & ASSM PA IIS CA + o I I I ! I -—- -—-—- o I I I j I I I I P5 Z I I I I I I 6'-pA � 0- I I UN��! I C14, M w --- ----- I cn --- ------ w I I I I PR 6096 POCKET I �_ I I b I 7'-8 1/2" 5'-7" j 6' " 5'-3 1/2" 6'-0 1/2" — I -3 —- - I ! I i� I I � o0 I I A I I (N •- I ! o I I j --------------------- oo ---j------------- oo -------------j--- ( ' -- SHELF & ROD I SHELF & ROD SHELF & ROD I F' N I M I rI ! I � �w] O i I % ! I R+ 1) I I � PL+ u I I 3696 MASONITE CN Z Pwn " I I � " -- I W I I I 0 v oo r----------Ir------- -I I I ! (`> U I N 2'-6A ! I 3696 M ASONITE 2'-8" I I I 11 I '') I I N ►-a -- -- ----- --J I I I , c>1 II ------ - ------------- --- ------------ I I Un LLj L -- --� Z ciI c I n I I 6 M 1/2A I '-6 1/4A ` 4'-8"1' 4 " " LO I Cp CO t M I P7 ► I I t I t , I I O I 5'-2A I I NI 1 I 1 2 / A f A I f A 10-8 5-9 8-0 I I I I cV 1 I II 1 f I I I I I M I I OO \ 1 I I 1 1 I I I 1 O0 I I I I I 1 1 I I I I ' I 3-0* C5I ( I I I I I 1 1 I I I ll Cr- �F F I (n 1 I 1 1 I 1 1 I I I 1 I I 1 t i I I I I //yam �I I I 1 I , I I I`�.•''pOUGL,Q '''Q,O s r I I I =I Z V' ( I I I I I► I I I I Car � A '' I I ' • • • • • m I 1 I I I I 1 I I I I W 9 . I 1 I I 1 1 I I I I I , I ozl IN � 1 WPI �' 940 1 I I 1 I � _� I I �'• ,•�C� I Io = I cv I I I ( � '• _ , I EQ EQ• I I I I I I I I I I D 1 I - -- -- -- -- N W 04 co BAHAMAUTTERS ILLI � I 1'-9 /4 I 3'-0" 3'-0* j 1'�9 1/2A EQ. 3'-pA 31_0' j I EQ. ! , I I f I L ----- ----------------- ---� I I `---- ---------------------------J I I ---------------- ----J +----- -----------------------------J I I L---- I I I I ( I 1'-6 1/4* 1•_10A ' TO BELOW TO BELOW I I 5-21/2" 3'-p" 3'_0" 5-21/2A q q 4'-OA 16'-5A 8'-00 9'-7" 11'-7 1/4A TO BELOW DATA 5/6/16 SECOND FLOOR SECOND FLOOR PLAN PLAN pt■pM: SP of=W. SP PROJECT NUMBS 2015-2 ■ PERMIT SET FILE COPY XXX.DWG STEVEN D. PAPKE 26 GAUGE GALVALUME METAL ROOF OVER PEEL AND SM MEMBRANE ON APA RATED EXTERN ARCHITECTURE z, 3 ROOF SHEATHING ON 4:12 PRE-ENGINEERED WOOD TRUSSES, TYPICAL INTERIOR DESIGN I --- --- --- --- `1 --- $}--- --- --- --- -- ----------- ------ - — �- --- --- --� I 96231 High Pointe Drive I Fernandina Beach Fl 32034 it I I t I I I I I I Voice: (904) 887-8318 I I ,.-.__ _:. _ - �1#+;I :.I�IIIIII1I,;IIIIiiII '_II�iI1I►I,II_IIIIIII,, _-_-_-IIIII�II�IIiijI IIII(IIIIiIIIIII(iIIi► --W(n -- ---V cJV-OZQ- - --- --- --- -- -- - IIII,I ,iIII!�IIiIIiIII{III!iIIiIIIII;�IiIfIII�III,I;I; ------LII -Siiratttj II!I- --- fiIIIIIIiIIIII -�iIi!1{II,lI tN�l--- --- _.,_-:::-._.-IIiII►IiI{IIIiIIIII�IIIIII1IIII n-a-�iII►►IIIIIIiiII1IiIIIIi{IIIII( -._-_ -O-TE:-- .----.=- --Ik -r::L\--- SWACRM -- 0 1Ii!I€IIrfIIII{II!III!�IiE�ji,J I IlIIIIIII1IIItIIIIIIIIItIItIIII ..w.. PON= & ASSM11M •' .,•V 1�.EE��^• •-P+' A CA PW cf-) LOPE P ' �LOPE SLOPE wQ .. ....... :ICL O Ww�u n SLOPE _j t:jo W Q_CD V) TOPE SLOB °FFto _ ou ---------- 100 A.• � 1. � mSLOPE 94071 _ it REISNI L----- - --- ON GENRL CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING: • R-30 ATTIC (ATTIC VENTILATED) OR SPRAY FOAM EQUIVALENT IN THE INSULATED ENVELOPE DAA5/6/1 )6 ROOFPLAN AND ENERGY CALCS • COORDINATING AND WORK NTH LOCAL UTILITY ROOF PLAN • ALL INSTALLATIONS TO BE IN ACCORDANCE WITH METAL ROOFING ALLIANCE AND NRCA • INSTALLATION SHALL BE WARRANTED FOR 20 YRS MINIMUM. PROVIDE GUTTERS AT ALL HIPPED ENTRY POINTS TO HOUSE. DOWNSPOUTS SHALL BE MINIMUM AND DAYLIGHT TO SPLASH BLOCKS ON GRADE. s P 01 ft SP ALL ATTICS SHALL BE VENTILATED UNLESS SPRAY FOAMED. ATTIC VENTILATION INCLUDES SOFFIT VENTS AS INTAKE AND CONTINUOUS RIDGE VENTS AS THE VENTILATED OUTLET. PRUCT N1BM 2015-2 PROVIDE ALL FLASHING AND SEALANT AROUND ENTIRE ROOF ASSEMBLY TO ENSURE WATER TIGHT UPON COMPLETION. ACCEPTANCE IS CONTINGENT UPON CERTIFICATION, INSPECTION AND WARRANTY CONDITION BEING ACCEPTED BY MANUFACTURER AS WELL AS OWNER. SLO zi 71� ;7/ ALL VENT STACKS OR THROUGH ROOF PENETRATIONS SHALL BE BOOTED PER MANUFACTURERS STANDARD DETAILING AND CENTERED IN METAL ROOF PANEL WHERE FEASIBLE. PERMIT SET II I!Itf A9 03 FILE COPY XXX.DWG 1- - - - -1 r- - - - -i I I i f EQ. EQ. (-- 1 NOTE 1: STUB POWER FOR I I 1 WELL PUMP, LANDSCAPE STEVEN Fol I I LIGHTING AND FUTURE POOL PUMPS/ EQUIPMENT. W PROVIDE DEDICATED PAPK WATER � — —I— A/C EQUIPMENT i— A/C EQ IPMENT — — — � / REQUIREMENTS CIRCUITS PER EQUIPMENT D. o O WP RESISTANT i I / uj ----------------------- ARCHITECTURE o / wp PROVIDE 220V ; `� UNDERCABINET LED ' INTERIOR DESIGN i DEDICATED CIRCUIT AT LOW VOLTAGE LIGHTING 343W �3wt3w 6 THIS LOCATION 0 2'-2" O.C. -- - ' N 60" A.F.F. 96231 High Pointe Drive 4'-7'v 8'-0» / 6'-0° ` 1 6'-0° 8'401$ 4'-1" \ Fernandina Beach, Fl 32034 \` , _ _ _ _ _ _ _ _/._ _ , `� N `�' Voice: (904) 887-8318 ool In Fa 2'-0" 1 / 1 I t \ / i \ t S RUCllxK N i I t t / \ t LAS PA / I o I o (r EQ-1 EQ. i t 1 1 I 1 t t�A1 X14 1 I I I I i lT 1 I I I I 1 I \ j 10'-6" Q, I I \ OVEN HOOD EXHAUST / `=' GARAGE�OOR i OPENER \\ 1X4 FLUORESCENT SURFACE ` / 1 "' z i t � I ' t � MOUNTED / UNDERCABINET LED \ w LOW VOLTAGE LIGHTING � (� 2'-6° O.C. w i 1 DECORATIVE PENDANT 1 t 1 / 1 z x TO BE CENTERED 04 - t 1 I o SEE TABLE LOCATION I `� I I I r t I I NOTE 1 / - ' _ _ I in I LO 1 1 I 1 1 1 4►_0„ 4,_0„ / / \ 4'-0" I 4'-0" // I �F11- of I — — ' I NOTE: LIGHTS SHALL ALIGN 1 V LLJ o / N \\ (? A ` I I TO MATCH DESIGN INTENT i , 4 SQR ©, E� co J i ti RECESSED LED A W W O _ / I ' 60" A.F.F. 1-4 I I THERMOSTAT LZI JT ------------------I-----� o / 'Z' �' f3WfFAN'T Aft- 6 U i C3 (� i r--- ------------------ W Co _ �I W a 1 / t / 1 � W I / / / �----- ------------------ ' i ` _ WI - W _ z � sr `'' `� // / ' -C-> _ CLNG MNTD TO It WATER `� UNDERSIDE OF D ,. RESISTANT LANDING 3-10 3-101 Z 40p 40, 0 t / ------------------ I H WALL MNTD S / SMOKE DETECTOR / --- --------------- 00 -� 1 I iI I � i 1 CLNa MNTD `" I I I o _-- SMOKE bETECTOR lool 10 ' � x - _ - \ z \ I TO STAIR SURFACE MOUNTED TO GARAGE DOOR ` , / / ' ; -�\ - , \ Q FIXTURE GWB ON UNDERSIDE OF I 1 OPENER _ _ _ - - " / i 1 ' . _ _ _ - / LANDING t i Go 1 I -�---- —_—L ol . ' , �FAN �� OF FL 29_2. 3'-6" \ ,tQ►,. '�pUG(,gs •.�Q NOTE: CENTER FIXTURES IN ROOM, DOOR 1 11 /' ` EXHAUST ATER WP WATER - - 'WATER 94071 V I B 1 RESISTANT -----------------------J UNLESS DIMENSIONED OTHERWISE, BELL 1 WATER CENTER LIGHT - _ _ RESISTANT RESISTANT W TYPICAL I RESISTANT ON PLUMBING S� . G�� N . . 1 D t L—' W WP �/ Ilk i � s�a rwrt iw -uoe■E��n 1 WP ' 'EQ. EQ. � I - - CONTINOUS SOFFIT VENTING t - _ _ RCIASIONS: -6" I ' 1'-6" ~ TO TOWER SOFFIT e. LIGHTS (4) REFLECTED CEILING — FIRST FLOOR PLAN A3.01 3/�'=1'-d" GENERAL NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR" THE FOLLOWING: • SIZING OF PANEL AND SIZING OF WIRING • COORDINATING AND WORK WITH LOCAL UTILITY • ALL INSTALLATIONS TO BE IN ACCORDANCE WITH N.E.C. AND ALL LOCAL APPLICABLE CODES DATE: 5/6/16 PROVIDE DEDICATED CIRCUIT FOR 3 WAY SWITCHED OUTLETS IN BOTH UPPER AND LOWER ROOF REFLECTED CEILING SOFFITS FOR CHRISTMAS LIGHTS FINAL SWITCH PLATE LOCATIONS PER OWNtRS DISCRETION. PLANS DEMONSTRATE INTENT FOR FIRST FLOOR PLAN PRICING. ALL WORK SHALL BE CODE COMPLIANT PROVIDE DEDICATED CIRCUIT FOR LANDSCAPE LIGHTING SWITCHED ON 3 WAY PER OWNERS 00 SP DISCRETION. a�er: sP PRO�CT NUM�1� 2p15-2 GROUND FAULT INTERRUPT OUTLETS PER THE REQUIREMENTS OF THE ELECTRICAL CODE. STANDARD OUTLETS PER THE REQUIREMENTS OF THE ELECTRICAL CODE. FIXTURES MAY BE REPLACED WITH JUNCTION BOXES/COVER PLATES AND NOT INSTALLED AT TIME OF ELECTRICAL INSPECTION FIXTURE SELECTION PER OWNER'S DISCRETION. POWER REQUIREMENTS TO BE COORDINATED BY CONTRACTOR PERMIT SET XXX.DWG STEVEN D PKE O • CENTER L1(4' T CENTEII LIGHT 0 Q ON PLUMBING , _ _ - ION PLOMBING ARCHITECTURE INTERIOR DESIGN PA EXHAUST _ 96231 High Pointe Drive ATE ` FAN RE NT �\ N , , - ' Fernandina Beach, Fl 32034 WATER Voice: (904} 887-8318 RESISTANT ' EXHAUST �FAN ` / \ FAN/UGHT COMBO N. 51mlCilNiAL \ /T TV S TRUSSES SHOWN FOR APPROX LOCATION OF 1 I 36X24 ATTIC ACCESS IN _ -�,�,�- _ \ ` / / / IT I ■ i I HIGH POINT OF ROOF _ _ _ U _ _ _ / / , 0 I ■ (-0� 4,_0. , O �O ' 0 0 , . i I -- / ' 44" CLNG FAN � ,, - W/UGHT KIT , 0 D17-' N, 40p / CLNG MNTD OT �3w - a; SMOKE DETECTOR THERMOSTAT / \ / _ - - - _ EXHAUST 3'�9 1/2" - - - - - _ �' NATER = WATER i FAN 0 S 0\ �0 - . RESISTANT ",. u RESISTANT O 3'-1 3/4" 5,-6" W 5-6,. 5,-6 , " 3'-1 3/4' N ,. 4'-1 3/4' Co ® _ 60 A.F.F. a E-� w QS TV x W CENTER LIGHT \ _ lluuTOWER ® p W ON PLUMBING _ o RECESSED FIXTURES 3'-0, - - -- - _3'-0" JUNCTION BOX FOR n Z U \ CHRISTMAS LIGHTS W ` UNDERCABINET LED LOW�VOLTAGE LIGHTING � Z t .WALL MNTD ® 2,-2 o O.C. / � = N � SMOKE BEC"tOR I 1 / TO TOWER TO FIRST FLIM r t MECHANICAL �� \ CENTER FIXTURE �, 3-WAY SWITCH _ I 60= CLING FAN W/ OPTIONAL LIGHT / RETURNII a KIT, TYPICAL IN ALL BEDROOMS / 1X4 FLUORES NT SURFACE I MOUNTED , SEE UPPER PLAN N FOR LIGHTING IN DECORATIVE PENDANT i THE TOWER AREA � TO BE CENTERED IN / M TO TA ELEVATED CEILING ' 3,-ll 1/2 `1 / FIX1 JRE V U ' JUNCTION BOX FOR ` JUNCTION BOX FOR _ - CHRISTMAS LIGHTS I� CHRISTMAS LIGHTS � ,. J , IF �a0U cis CIO MECHANICAL `TO ALL ABOVE SOFFIT '7a JUNCTION BOX FOR 094071 ,. SUPPLY c CHRISTMAS LIGHTS ��' •�'� FUTURE SECURITY ■ FLOOD LIGHT ON ■ •.... ED AR PHOTO OR MOTION CELL, TYP. 0 NOTE: TYP. JUNCTION BOXES ARE IN SOFFIT REQ W 2-6 2-6" I TO UPSTAIRS � _ SWITC REFLECT CEIUNG SECOND FLOOR PLAN TO UPSTAIRS Cn SWITCH z A3.02 3/1"=l#-0' o / Q O / 4'-3 1/2n I 4'-3 1/2'° = O° o 01 40, � � SAL z CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING: SIZING OF PANEL AND SIZING OF WIRING % I 0% Aft • COORDINATING AND WORK NTH LOCAL UTIUTY 1 • ALL INSTALLATIONS TO BE IN ACCORDANCE NTH N.E.C. AND ALL LOCAL APPUCABLE CODES � � DALE: 5/6/16 t PROVIDE DEDICATED CIRCUIT FOR 3 WAY SWITCHED OUTLETS IN BOTH UPPER AND LOWER ROOF DECORATIVE PENDANT o SOFFITS FOR CHRISTMAS LIGHTS TO BE CENTERED IN "' 01 REFLECTED CEILING_ N � ELEVATED CEILING � N FINAL SWITCH PLATE LOCATIONS PER OWNERS DISCRETION. PLANS DEMONSTRATE INTENT FOR -u-) "' ul) SECOND FLOOR PRICING. ALL WORK SHALL BE CODE COMPLIANT ' — — — — — PLAN CLNG MNTD SP O�NNI� PROVIDE DEDICATED CIRCUIT FOR LANDSCAPE LIGHTING SWITCHED ON 3 WAY PER OWNERS SMOKE DETECTOR glep®er, sP DISCRETION. PRUCT NUMBER: 2015-2 GROUND FAULT INTERRUPT OUTLETS PER THE REQUIREMENTS OF THE ELECTRICAL CODE. STANDARD OUTLETS PER THE REQUIREMENTS OF THE ELECTRICAL CODE. 0 0 0 UD FIXTURES MAY BE REPLACED WITH JUNCTION BOXES/COVER PLATES AND NOT INSTALLED AT TIME EQ. EQ. EQ. EQ. EQ. EQ. OF ELECTRICAL INSPECTION5 1/4- 3'-0" 3'-0" 3'-0" 5 1 f 4" m FIXTURE SELECTION PER OWNER'S DISCRETION. POWER REQUIREMENTS TO BE COORDINATED BY (3) 2" LED SOFFIT DOWN LIGHT ON SWITCH CONTRACTOR 2 REFLECT CEILING UPPER PLANBIN PERMITA3.Ofl 3/$"=1'-0" xxx.Dwc STEVEN — BASIS OF DESIGN: BASIS OF DESIGN: D* PKE DECORATIVE FIBERGLASS 7-1/4" CEMENT BOARD LAP SIDING BASIS OF DESIGN.: 3'- " 3' 0" '-0" DECORATIVE BAHAMA SHUTTERS BRACKETS OR APPROVED WITH WOOD GRAIN, 6" EXPOSURE ARCHITECTURE WITH ANGULAR HINGED SUPPORTS EQUIVALENT, MECHANICALLY NAILED TO STRUCTURE OVER INTERIOR DESIGN BASIS OF DESIGN: WALL MOUNTED. PROVIDE ATTACHED TO STRUCTURE BUILDING WRAP STANDING SEAM METAL ROOFING ON BLOCKING AT JAMB CONDTION ), _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 26'-4" 96231 .High Pointe Drive PEEL AND STICK MEMBRANE OVER 3/4 12 PLATE LIN Fernandina Beach, F1 32034 APA RATED EXTERIOR SHEATHING ON Voice: (904} 887-8318 PRE-ENGINEERED WOOD TRUSSES 4 I G G G BASIS DESIGN (ALL CORNERS 5/4 x4 CEMENT TRIM BOARD WITH WOOD GRAIN sawcn�w� UNS & ASSOOMM PA CA PW L J 20'-8" r:zz�'� PLATE LIN BASIS OF DE_ pal _ _ p ELASTOMERIC PAINTED 3/4» CEMENT TYP. OVERHANG c STUCCO (SAND FINISH) ON GALVANIZED METAL LATH MECHANICALLY ANCHORED 1-1/2 DIA. GUARD W/ 1/4 �`' CABLES Q 4" O.C.. RAIL TO OVER DRAINAGE PLANE BUILDING WRAP �n Q � ON 9/16 APA RATED EXTERIOR C C C � � +�� - � � -� �' C C C COMPLY WITH ALL CODES SHEATHING ON 2X6 WOOD STUD 0 FRAMING SPF#2 OR BETTER ,� F F F 12 ________e __: _:: __ __ .. __ y_. ______ _.__ �.__._ __-___ _�__ ____. _._�__.. ______..._.. __ z 4 2'-6" CD Lo C:) O I L ¢ O I co o DOUBLE HUNG UNIT W/ SCREEN - _ _ -8j) 2ND FLR. V) ° � w s w Mi W � x con OFFSET PLATELINES 3)-p» PROVIDE FLASHING AT WALL ) DECORATIVE WALL ° w AT GARAGE TO ROOF TRANSITION, TYP 4 0 4 0 a► MOUNTED SCONCE F---i SQUARE CUT, 2 PIECE COMPOSITE PVC IA ARDS WITH ROOF A Ci A A.1 EDGE FLASHING TO MATCH COLOR DECORATIVE WALL : ` \ OF METAL ROOF MOUNTED SCONCE : I ` FIXED UNIT WITH B B w CASEMENT KNIT-.. : o . APPLIED MUNTINS °° W/ SCREEN00 C U- i , ! o ) » , DOUBLEHUNG SLOPED PAVER DRIVEWAY o UNIT W/SCREEN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FIN. FLR. P�••oouc�s •..O GRADE, VARIES - SLOPE TO RETAINAGE AREAS PER SITE PLAN • v' 094071 ;C.� ri`*�SOUTH ELEVATION `";• . ...••���' 2)_p» E �a�iw► -uoeE/� CD REHSIM I N J Q U C:) G � I F-- F Z C� 3'-0)) Q A.1 ONLY o TEMPERED • DATE. 5/6/16 CD ---- BAHAMA PER CODE CD o SHUTTER Ci REQUIREMENETS SOUTH © ELEVATION I ;.n in � N : ALL GLAZING IS HIGH � EGRESS 3'_g" - - NON-EGRESS » FIXED UNIT WITH EGRESS NON EGRESS FREE AREA NON EGRESS � EFFICIENCY LOW-E 1/4 APPLIED MUNTINS FREE AREA WINDOW 1 IN. � � WINDOW WINDOW 85 SQ ) ), o�e,� sP THICKNESS W/ 70% T-VIS 1,046 SQIN. Ci U- 3 -0 a�ea®s sP MIN. U-FACTOR OF 0.29 CD A ) �) ,) o � 2'-0" � DOUBLE HUNG 1 4 E 2 -6 DOUBLE HUNG 3 0 DOUBLE HUNG f- C �-- DOUBLE HUNG C �- UNIT W/SCREEN PRUCT NMEM 2015-2 MIN. AND SOLAR HEAT GAIN in o A.1 �, J ,- „ '�, ;�, I ``- F I `-�- G CO-EFFICIENT (SHGC) EQUAL ,'� 3 p DOUBLE HUNG .. C UNIT W/ SCREEN I UNIT W/ SCREEN �r o UNIT W/ SCREEN d- o CASEMENT UNIT WITH <c '�' �`' D E TO 0.37 OR BETTER CASE E o UNIT W/SCREEN '- FIXED UNIT WITH '- APPLIED MUNTINS B CA APPLIED MUNTINS ■ K*'2�GLVING ELEVATIONS 1 PERMIT SET FILE XXX.DWG f - - - -- STEVEN PAPKE D. PROVIDE ALL ACCESSORIES FOR A ARCHITECTURE COMPLETE WATER TIGHT, CRACK FREE INTERIOR DESIGN STUCCO SYSTEM. CONTROL JOINTS IN THE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 26'-4" 96231 High Pointe Drive STUCCO FINISH PER THE MANUFACTURER'S PLATE LIN Fernandina Beach, Fl 32034 WARRANTED SYSTEM Voice: (904) 887-8318 2,-0" TYP. OVERHANG sIaucRM UNS MW & ASMMIM PA CA p" - - - - - - - - - - - - - - - - - - - - - 20'-8" __. _ __ _.__.___._ PLATE LIN E 1-1/2" DIA. GUARD W `-4 CD 1/4" CABLES @ 4" O.C. — I UNIT HAS o RAIL TO COMPLY WITH ALL 3'-8' D D _ �. D D ' CODES o GLAZIN-G- o w PROVIDE FLASHING C AT WALL TO ROOF 12 IF z o .- RANSITION, TYP _ __ 4 � � o Q0 I LJLJ W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 118» A 2ND FLo UNIT HAS 3 0 lovdvo IVo w TEMPERED _. S3N1131V-Id 13SJ30 GLAZING G G G N a . �. DECORATIVE WALL _ _ I MOUNTED SCONCE a _ _ U wOfLLl r--------- ----------� / l I F— / Of CD f I I. p SLOPED PAVER DRIVEWAY - - - - - - - - - - - - _ - ' -- - - - - - ' = - ' - - - - - ='= - - = - = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ --- - - - - - - - _ - _ - -- - - - - - _ - - _ - _ - - - - - - - - - 0'-0" (9.0) OF Ft #•'ooucz�'••;Qi GRADE, VARIES SLOPE TO RETAINAGE AREA(S) PER SITE PLAN co'J�� s'� ••.y MECHANICAL CONDENSERS !co 9m ' 94071 .' � • •V NORTH ELEVATION 's'• ••' `� I f I d bi CUT LINES IN FOLD UP REVISiIONS: WEATHER BARRIER , AND TAPE ool I FILE COPY I I WRAP ON I INSIDE I I TIGHT TO CORNER - EXTEND 6° UP JAMBS EXTERIOR U.N.O. INTERIOR SILL FLASHING _j DATE: 5/x/16 FOLD OVER NORTHELEVATIONAND TAPE 000 ptAwl�: SP N, olo Me ft SP PROJECT NLNBM 2015-2 APPLY LOW PRESSURE POLY-URETHANE INSTALLATIONJO i FOAM AT INTERIOR AT HEAD, JAMBS AND SILL APPLY SEALANT FOR 1 FLASHING INTERIOR WINDOW FLANGES AT TAPE HEAD AND JAMBS KO'2 STANDARD WINDOW INSTALLATION DIAGRAM PERMIT SET 0000 0.1 �12N.T.S. XXX.DWG f 5,-2» 26'-4" % _ _ _ - - - - - - - - - - - - PLATE LINE - 12 O° 4 STEVEN D. P KE 20,-8" PLATE LINE __ __- INTERIOR DESIGN 96231 High Pointe Drive I U Fernandina Beach F132034 PPLI D UN S 1-1/2" DIA. GUARD �Voice: (904) 887-8318 o I W/ 1/4" CABLES @ C.1 C.1 p p 4 O.C.. RAIL TO SIDING STARTS OFF o COMPLY WITH ALL SWAXORM ALIGNMENT BAND o 0o CODES LUIS & ASSOCIATES, PA WITH SECOND FLOOR �► ++ z o J Q I J W 11,_8„ 2ND FLR. X POST COLUMNS ARE : STUCCO FINISHED ALL SIDES DECORATIVE WALL MOUNTED SCONCE ACTIVE 5-2„ w W x SLOPE SLAB AWAY BASIS OF DESIGN: z m COMPLY W/ CODE MINIMUM FROM BLDG 1:48 H 0'-0" (9.0)- VENTING AT ALL RIDGE CAPS � .� z FIN. FLR. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a t z C--4 H 26 -4 ri-` EAST ELEVATION PLATE LIN E a A5�03 3/1'=1'—s e 12 ° 4 20'-8» - - - - - - - LIN .. PLATE ej�0:'fit•OUGZ4•. i� _ ... �. , -441 � � A A € CI-4 094071 COPPER CAP ;� MECHANICALLY ANCHORED E w ^ I �S'• , ,.•'� TO POST TOP - f Q •' G c.� D D FIX NI WITH - , P.T. 4X4 POST SET IN "' LL- w- POST HOLE CONCRETE M o FILLED ROUND HOLE, MIN. N OFFSET PLATELINES . `� o rVe J DOUBLE HUNG - OFFSET PLATELINES �HSONS: z4 w/ s REBAR CORED M � T GARAGE � Q I �-- UNIT W SCREEN AT GARAGE EACH WAY r M w J a L.LJ OFFSETING PATTERN OF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 11,_8„ 2ND FLR. 5/4x5 1/2' AND 5/4x � � x 1-1/2- W/ 3/4'° SPACING COMPOSITE DECK BOARDS BY TREX MECHANICALLY �, = l'-0" OVERHANG ATTACHED WITH STAINLESS STEEL SCREWS, TYPICAL QUARE CUT, 2 PIECE _ AT GABLE ENDS COMPOSITE PVC FASCIA BOARDS WITH DAA: 5/6/16 ROOF EDGE FLASHING -- M EAST AND WEST 0 MATCH COLOR OF METAL ROOF BASIS OF DESIGN: ELEVATIONS x = INSULATED STORM RATED f GARAGE DOOR W/ I : co GLAZED LI TES W. sP SP r LECTRICAL METER o PRUCT NUMBM 2015-2 LOCATION PER LOCAL UTILITY COMPANY �_� - - - - - - - - - - - - - - - _ 0, 0 9.0 c IN. FLR. ri* FENCING DUALri`NWEST ELEVOON PERMIT SET FILE xxx.Dwc 12 Q4 2'-0' TOLP CHORD DECORATIVE BRACKETS: EXTENSION PRE-FORMED FALSE COMPOSITE PVC ORF R FIBERGLASS BRACKET PER ELEVATIONS ETAL ROOFING: STANDING SEAM 26'-4" OVER CONTINUOUS PEEL AND STICK NV PLATE LINE MEMBRANE ON 3/4" APA RATED EXTERIOR ROOF SHEATHING, TURN PEEL AND STICK UP WALL MIN. 8" i CD STEVEN I CD — 12 PRE-ENGINEERED WOOD TRUSSES. DOUBLE LAPPED FLASHING. -• - - i ALUMINUM FLASHING TURNED AND ENGINEERED SHOP DRAWINGS SHALL D. PAPKE CAPPED OVER TRIM ON TOP OF BATT INSULATION OR OPEN BEAR A FLORIDA SEAL PRIOR TO FLASHING WITH DRIP EDGE SET IN CELL SPRAY FOAM TO RELEASE OF PERMIT ARCHITECTURE FULL BED OF MASTIC ABOVE WINDOW ACHIEVE R-30 IN ATTIC 12 INTERIOR DESIGN C, SPACE, TYPICAL i 4 96231 High Pointe Drive COMPOSITE PVC TRIM BOARD 2'-0" Fernandina Beach, Fl 32034 BASIS OF DESIGN: AZEK 1X4 TOP CHORD Voice: (904) 887-8318 MECHANICALLY ATTACHED TO EXTENSION STRUCTURE z' 20-8" -----4-- _ -- ___ ____-- 20-8 UNSPaN ai I 0 1PA PLATE LINE PLATE LINE cli pw CONTINUOUS 3" HINGE: ATTACH ORNAMENTAL BAHAMA SHUTTER OVER WINDOW THRU TRIM TO CENTERLINE OF q o STRUCTURAL HEADER LIGHT FIXTURES �o AND FANS TERMINATE STUCCO WITH IN SPACE ORNAMENTAL BAHAMA SHUTTER A J-BEAD AND SEAL TO coVINYL SOFFIT CLEAT OVER WINDOW WITH TRIM HORIZONTAL ACCESSORIES TO PIVOT / LOCK ENTIRE DECK SURFACE TO HAVE .. ° SHUTTER POSITION AT 15 GLASS SLIDER PARAPRO PAINTED OVER . w (XO) W/ TRANSITION AND TURNED INTO N o SCREEN JAMBS, SILLS AND FLASHING SlD- CEMENT SIDING W/ 6EXPOSURE," a, CONDITIONS TO PROVIDE OWNER CD 00 N i ! W % BY JAMES HARDIE OR APPROVED EQUAL, WARRANTY MIN. 10 YRS. ao A MILLWORK W/ COUNTERPANELS SHALL BE INSTALL PER oO FINISH OVER SUBFRAME MANUFACTURERS RECOMMENDED DETAILING O s PER OWNER PROVIDE 2" GROMMETS @ 36" 5 1/2 x W U O.C.c. W (� a < MEjAL ROOF FLAMING: (MATCH COLOR) FLOOR ASSEMBLY: FLOOR FINISH o zpq WEATHER LAPPED WITH FLASHING TAPE OVER SOUND DEADENING MEMBRANE m U WHITE MELAMINE AT �- OR PEEL AND STICK MEMBRANE, ON 3/4" APA RATED SHEATHING ~ H INTERIOR OPEN - " RAISED PT z ALL E / 2 1/2 MAX EXPOSURE, TYPICAL OVER 16 SYSTEM 42 TRUSSES GUARD RAIL SHALL BE o t OR EXPOSED SURFACES SPACED PER STRUCTURAL DEFLECTION STORM SILL ¢ ENGINEERED TO COMPLY N N 4 WITH CODES � CRITERIA � � � 2 -0 TOLP CHORD „ 11-8 EXTENSION 11-8 • __ -------- - ---- 11 -8 PLATE LINE PLATE LINE 2ND FLR OPTIONAL FRAMING CHANGE TO 10'-8" 0 2X12 SLOPED AWAY `- PLATE LINE ! 9 5/8„ FLOOR TRUSSES SEE PROVIDE DRIP - EDGE 2' 6 1/4 U Ft o� STRUCTURAL 4 -11 �'�P.�;oouc�s'.•�a CANTILEVER :��� STUCCO W/ DRIP EDGE , ; 13*1t�L m OVER RIM JOIST 094071 ALL PENETROONS: PROVIDE LOW 1/2" GWB MOUNTED BASIS OF DEIGN- ELASTOMERIC PRESSURE SELF EXPANDING FOAM s •••••'���� DIRECTLY TO UNDERSIDE PAINTED 3/4" CEMENT STUCCO, SEALANT AROUND ALL EDGES F A OF FLOOR TRUSSES PROVIDE ALL ACCESSORIES FOR spa f� WATER TIGHT, CRACK FREE SYSTEM, TYPICAL. PROVIDE SEALANT BETWEEN PROVIDE DRIP CAP ABOVE 12FT HORIZONTAL SLIDER: REYSM- ALL TRANSITIONS OF DESIGN DOOR FRAME (BASIS ) LA CANTINA (4) 3FT PANEL STORM RATED DOOR OR APPROVED EQUAL OWNERS OPTION: N Cfl I PROVIDE STAIN GRADE 8F-TI : SOLID o " p OF PAINT GRADE TRIM E�MOR FRONT • PROFILES FOR ALL WOOD WITH (4) RECESSED PANELS, W/ CASING POLY-FIBER FRAME AND SYNTHETIC j STORM THRESHOLD, SET IN FULL BED OF MASTIC EXTERIOR DOOR: FIBERGLASS, DATA 5/6/16 r INSULATED W/ POLY-FIBER FRAME WALL SECTIONS AND SYNTHETIC STORM THRESHOLD, SET IN FULL BED OF MASTIC LIP EDGE OF THRESHOLD, TYPICAL SP Cly wt. SP PROJECT NUMBER: 2015-2 0101, �Ful 11 it 0 -0 _ 0 -0 FILE COPY FLR FIN FLR SLOPE AWAY : FIN FLR : a SLOPE AWAY a o da" w .a d` d' e e a ` d a v dam. a .4 d od ° °'l a a e t . d a e 4 / .. -d \ \ \ \f\/\/\/\/\f\/f\f a -- /\ff\ff\ff\fi` /\/f�f�/\ff\/�\�f\ff\//f\/f\f/\/'f\f//\ff\ff\// f/ ff ff f/' ff /f ff\ '- - -Q // 77 / //ff// /f f/ ff /f ff f/ f/ff f/ o a I ff ff ff f/ /f /ff ff ff ff ff i \ a >\>\ ////// // / / / / / / / /f/ // ! \/\/\/\/\/\/\/\/ / / a / / / / / / / / / / / f/ f/ f/ f/// f/ f/�f/ f/ f/ //f/ f/ '/ f/f/ f/f/ - .. a // //// // // //// ///f /f \ \\` � \\\\ \ \ \ \ \ \ \ \\ \\\\ \\\\\\\\ \\� \\ \\\\ \\ \\ � 41 \\ \\ \\ \\\\ \ \ \ \ \ / \ \ \ \ // /\/ PER MIT SET 3 WALL SECTION AT TOWER 64WALL SECTION AT OVERHANG i WALL SECTION AT BALCONY xxx.0wc ! STEVEN PROVIDE ALL HURRICANE STRAPPING, D. PAPKE 4:12 PRE:ENGINEERED TRUSSES- HOLD DOWNS AND TIE BACKS PER ENGINEERED SHOP DRAWINGS SHALL STRUCTURAL REQUIREMENTS ARCHITECTURE BEAR A F[QRIDA SEAL PRIOR TO INTERIOR DESIGN RELEASE T PERMIT 96231 High Pointe Drive 12 SQUARE CUT, 2 PIECE COMPOSITE 12 g 4 PVC FASCIA BOARDS WITH ROOF 4 Fernandina Beach, Fl 32034 EDGE FLASHING TO MATCH COLOR Voice: (904) 887-8318 SOFFITS: 1 NYL SOFFITS CLEATED TO OF METAL ROOF PITCH PROrILE OF TOP CHORD „ EXTENSION 20-8 spa PA& 20-8 _-------------------- --- -- UIS PON1100 PA -------------------------------------------------------- PLATE LINE PLA LNC1,pm TRIM: COMPOSITE 5/4" TRIM BOARDS, KLEER o i OR APPROVED EQUAL, ALL NAILS TO BE TYPICAL FLASHING: BREAK METAL COUNTERSUNK AND PUTTIED. PAINT TRIM ALUMINUM FLASHING SET (COLOR TO MATCH FENESTRATION) OR W/MILDEW INHIBITOR PAINT IN FULL BED OF ALUMINUM FLASHING WEATHER LAPPED HEMER: PER STRUCTURAL SEALANT, TYPICAL WITH FLASHING TAPE OR PEEL AND REQUIREMENTS WINDOWS: WIND RATED TO COMPLY STICK MEMBRANE, TYPICAL o WITH CODE REQUIREMENTS, DOUBLE HUNG WITH FLANGE. PROVIDEo FLASHING TAPE TO COMPLY WITH ING: HIGH EFFICIENCY LOW-E BUILDING WRAP MANUFACTURERS "' 1/4" THICKNESS W/ 70% T-VIS WARRANTED REQUIREMENTS COMPATIBLE SILICONE MIN. U-FACTOR OF 0.29 MIN. AND SEALANT AROUND IL SOLAR HEAT GAIN CO-EFFICIENT METAL ROOFING: STANDING SEAM ENTIRE WINDOW (SHGC) EQUAL TO 0.37 OR BETTER CD OVER CONTINUOUS PEEL AND STICK ASSEMBLY TYPICAL W MEMBRANE ON 3/4" APA RATED U H (MATCH COLOR)ROOF FLASHING � w EXTERIOR ROOF SHEATHING, TURN 0 N X WEATHER LAPPED WITH FLASHING TAPE a PEEL AND STICK UP WALL MIN. 8 OR PEEL AND STICK MEMBRANE, 2-1/2" MAX EXPOSURE, TYPICAL o a WOOD STOOL AND CASING 0 w 4.12 PRE-ENGINEERED PER OWNER. CAULK W H ENGINEERED SHOP DRAWINGS SHALL AROUND ENTIRE PERIMETER I (PROPOSEDNTNGBEAR A FLORIDA SEAL PRIOR TO TR PLE LVL SPAN o P R N H STRUCTURAL RELEASE OF PERMIT MECHANICAL ATTACHMENT ARA E S � _ OF TRUSSES TO WALL PER REQUIREMENTS (3) 1-3/4 2.0E LAM 2'-0" STRUCTURAL LVL X 16" FULL SPAN TOLP CHORD 11'-8" 11-8" - ----------- - - ----- - --- fa EXTENSION 2ND FIR PLATE LINE 2ND FLR RAISED GARAGE 10-8 10'-2" AT ' PLATE LINE co LOWER PORTION 1/2" GYPSUM WALL BOARD 5'-10 3/4" OVER R-19 MIN. PAPER ^ J# ��.O F•FL oFACED BATT INSULATION oouc�s•:Qio PVC FASCIA BOARD ' BASIS OF DESIGN: RIPPED ----------------------- - -------------- AZEK 1X4 (2-1/2") OVER 0 ; � CUD STRINGER WITH 2X �° '�, 0 071 RIPPED 1X8 (6-1/4 COMPOSITE VC TRIM BOARDRISERS TREADS CUT TO ARA DOOR (PROPOSEDT) z F- / Q � GARAGE LVL A SEALANT AT ALL = "' BASIS OF DESIGN-. AZEK 1X4 w UJ R• • A' SEALANT AT ALL MATERIAL LENGTH. STAIR TO COMPLY � 18FT OPENING PER STRUCTURAL MATERIAL TRANSITIONS Q o WITH RESIDENTIAL CODE TRANSITIONS o ; REQUIREMENTS (2) 1-3/4 1.5E LAM REQUIREMENTS _ I LVL X 11 1/4" FULL SPAN 8 -4 1/2 ALL EXPOSED WOOD SHALL BE PROVIDE DRIP BASIS OF DESIGN: ELASTOMERIC PAINTED PRESSURE TREATED � ¢ IZEIISIONS: EDGEPAINTED 3 4" CEMENT STUCCO (SAND WITH CONTINUOUS SEALANT = o/ BEAD AROUND PERIMETER z o FINISH) ON GALVANIZED METAL LATd r MECHANICALLY ANCHORED OVER ANY EXPOSED DRAINAGE PLANE BUILDING WRAP ON o WOOD SHALL BE 9/16" APA RATED EXTERIOR 1/2 GWB MOUNTED TO PRESSURE TREATED V-6" oo SHEATHING ON 2X6 WOOD STUD UNDERSIDE OF LANDING, BASES OF DESIGN: OR COMPOSITE PVC FINISHED FRAMING SPF#2 OR BETTER CAULK PERIMETER, TYPICAL INSULATED STORM RATED MATERIAL THICKENED EDGE AT PERIMETER OF 6" PAINT GRADE STD WOOD IN ALL HUMID5/6/16 GARAGE DOOR W/ GLAZED DATE: SLOPED 4 SLAB W/FIBERMESH Q BASE PROFILE Nt�TE.•. EXPOSURE OR WET LOCATIONS LITES WALL SECTIONS HOLD EXTERIOR 1.5LBS/CU.YD. OF CONCRETE OR 6X6 FINISH MATERIAL OVER TESTED PROVIDE MOISTURE RESISTANT FINISH OFF OF SLAB W1.4xW1.4 WWF ON 10 MIL VAPOR CONCRETE SLAB IN COMPLIANCE GWB BARRIER ON COMPACTED FILL 6* CURB (GARAGE ONLY: PROVIDE PER MANUFACTURERS W/ASTM F2659 - 10(2015) REQUIREMENTS TERMINATE STUCCO WITH WEEP SLOPED PAVERS ON RAISED 6 DATUM CURB AND START o sP SCREED AT BASE, TYPICAL 1 SAND BED OVER WALL OFF CURB, ALL SIDES OF cmm ft. sP COMPACTED FILL SLOPED GARAGE FLOOR GARAGE PRUCT NtlMEIE t 2015-2 SLOPED AWAY FROM FINISH GRADE BLDG 1/4"/FT C" _ 0'_0" 0' 0" �o °d o --------------------- ° a : a d . : �q. - : ° a FIN FLR FIN FLR e ° a A ' 6 q a q. d ;,A °.. q q ° ° °. A d. q' °' ° q' a d ° °. e- a q d. '. ° p ° a. d e ° q ° d e s - e f ° \ \ \ \ \ \ \ \ \ \ \ \ \ a ' \\\\\\\\\\\\\\\\\\\\\� �ff//f/fffffffff/ffff/fff/fffj/ffff/ff vf ff/f /f ff ff ff ff ff f/ ff f//f ff ff ff ff ff f/ ff ff ff/f ff ff ff ff ff ff f/\ 3 \f\/\f\f\f\f f\f\f\f\f f f f f f f f f f f f f d'. a .a\ \\\ \1K/// j / - .a d./.z'/•�ff/\\\\\f/fff/\\\\\\f/ff/r\\\\\f/ff/i\\\\\f/ff/r\\\\\f/ffif\\\\\f/f//i\\\\\ffjf i/\\\\\f/ffi/\\\\\/�f//i/\\\\\f/f//�\\\.\//f/f�\\\\\f/ffi/\\\\\/ff//r\�\/\�/�f/\/\\\\f/ff/if\\\\\/f/i/\\\\�f/f%,//.\\\ff/j//\\\\\f/ff//\\\\\f/ff/f\\\\\fffjf/\�\\\f/f/f/\\\\\f/ff f/\\\\\f/ff f/\\\\\f/ff f/\\\\\f/f/f/\\\\\f/ff f/\\\\\f/fff/\\\f/f ff/\\\\\f/ff f/\\\\\f/fff/\\\ / // // // // f / / / / / /� /\ \ \ \ \ \ \ \/\ \ \ \f\ /\f , \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \/\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \\ \\ \\ \\\ \\ \\ \\ \\ \\\\\\ \\ � / l/ l/�ffif/iffiffi�ffi�/i.//i�f/if/ice/if.. /./i�//// f/ ff �/f/ f/.f/i�f/i�f/i��/i./ff/iff,ffff�f/i� f/f/ f/illi.ff.f/iff,/fif/i�f/if/i./i�f/i�f/i�f/icePERMIT ri"IIIIIIII\WALL SEC11ON AT COVERED PORCH `Illl� WALL SECTION AT GARAGE FILE COPY XXX.DWG