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1874 Beach Ave r I OO JL------.I 00 r I I t I-- t I I EXIST X I KITCHEN W 12 -} I a --[ 6 ------ o EXIST I ------ --- OFFICE1x AS PILASTER MATCHIG I --- PILASTER ABOVE I ----- ---- � LLLL EXISTING W _ I ALL J. _i- l i.; ,Lj �I- �1 4.. I T tl ( i f f l c It ,I , . :; I _ VERIFY DIMENSIONS TO r REMOVE EXIST DOORS & ALIGN PILASTERS W/ LiL-LLPROVIDE CASED OPENING ' COLUMNS ABOVE AND ERE __M I I— - Q `r WINDOWS CENTERED z AC (� O BETWN PILASTERS H N 1x10 PILASTERS MATCHIG EXIST to C_ '�' 1/2" GYP BD IN PLACE ~ EXIST BAND TO REMAIN - 0OF CEDAR SHINGLES `� O x CEDAR SHINGLES MATCH'G EXIST � BATH 2 N _ ,c GL 3 -� ALIGN SILLS & BAND !:C „ NE WIND S NE WIN S O n-!U OF NEW WINDOWS ,` _ J EXISTING WALL z W/ EXIST ADJACENT _ d) ~ RAIL & BAND ' ` � ! DN ,6 N J ;_ • EXIST- Q � - LIVING/DINING STONE _r` jSTONE to 1x10 AS PILASTER MATCH'G UNPORCH JL COLUMNS ABOVE - REUSE 3 N UP �f 1x10'S IF POSSIBLE ~= IPAAM - EXIST I( O NJ`L ROOF N 3:0 111111 H Ill LiLLL DOWS (? �- &EPROVIDE CASEDMOVE EXIST OPENING �� 3 A2 EXIST BAND TO REMAIN EXIST WRAP REMOVED FROM it3 6x6 COLUMNS ® ® o ❑ oa ❑ ❑ o ❑ - EXISTING WALL - a ❑ o ❑ oaaa a SHINGL w EXIST EXIST HALF-WALL/ a _ RAILING TO REMAIN L] El N MEDIA ROOM LL ooao oa _ M O t� EXIST ENTRY PORCH EAST ELEVATION _ - EXIST � N .. - � X EXIST PILASTERS Li EXIST DECK DESIGN CRITERIA A LOADS DN xs 3TEPS Building, Code '- " � � �007[emlent� ASCE Building 7 45 de w/ 2009 43'-0° 24 Os/jg wood POM POLE ` SETBACKFOUNL IN WEST SIDE SECOND FLOOR PLAN i 14 I' WOOD POWER POLE NOTES: 1/4" 1'-0" �-. I' ' ELEV=12.70 N.G.V.D. (1929) N cWn N 89'29'00" E 100.1 w �2' " Wind Loading 1. VERIFY ALL DIMENSIONS. — . — . ._ — • — • — — — — _ °702 N Basic Wind Speed 20 MPH 2. ALL METAL FASTENERS, CONNECTORS, ANCHORS AND HARDWARE THAT NO CrW c12r MAoNMA ( N (� Exposure Category C ARE IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS O N z X X r N y Importance Factor 1.0 STEEL (A304 OR A316) OR HOT-DIP GALVANIZED. CONTRACTOR SHALL 0,,, w o Y y Building Category II VERIFY COATING REQUIREMENTS WITH TREATED WOOD AND METAL � EXIST v; -4y Enclosed CONNECTOR MANUFACTURER. 3 STORY EXIST A. o < Interior Pressure Coef 0.18 3. ALL EXPOSED EXTERIOR FASTENERS TO BE STAINLESS STEEL. ( 1 -•11 Tp 4. THIS PROJECT IS CLASSIFIED AS A LEVEL 2 ALTERATION. o RESIDENCE DRIVE o c C&C Design Pressures (see table 1) 5, ALL NEW EXTERIOR WINDOWS & DOORS TO MEET WIND PRESSURES rn INDICATED ON THIS SHEET. 6. DESIGN MEETS WIND LOAD REQUIREMENTS OF THE 2007 FLORIDA BUILDING 001 0 CODE RESIDENTIAL W/ 2009 AMENDMENTS FOR 120 MPH WINDS. O d T 1 T AND CLADDIN 7 ORLAP ROVED EQUAL. M ALLOTIMBER SHALLNHAVEAALMAXIMUM MOISTURESPIB), o I TIMBER FOR ...._.. . -: 26'-9" I- IS T Viv DESIGI_ J&t5 CONTENT OF 197•. t WALLS S. DESIGN MEETS REQUIREMENTS OF 2007 FBC-R W/ 2009 AMENDMENTS USING FILE C EX ST SETB EX S WLKMEMBERS ; C C 2 '- 3/8°E ST SETBK Zone ASCE-7 DESIGN CRITERIA. ALLOWABLE DEFLECTION OF STRUCTURAL I esignatio Interior Zone End Zone MEET REQUIREMENTS OF FBC-R TABLE R301.7. - ,.;+c;aarm.�,..r,,�..a+rm aRara'rlwsu4.rariwxd '. n Y Effective (Pof) (pof) 9. 3/4" APA RATED T&G FLOOR SHEATHING SHALL BE GLUED AND NAILED 501-7Y2- a TO SUPPORTS WITH 8d NAILS 0 4" O.C. �D FOR CODE COMPLIANCE 1 E IST g_TBK� I- ' S 43'05'00" W Wind Area 10. ALL GLAZING IN EXTERIOR WINDOWS & DOORS TO BE IMPACT RESISTANT CITY OF ATLANTIC BEACH `1 W Y OR PROVIDE WIND-BORNE DEBRIS PROTECTION FOR NEW GLAZED OPENINGS SEE PERMITS FOR ADDITIONAL � r 8r wE OW RADIgo p - 10 of +33 -36 +33 -45 MEETING FBC R301.2.1.2 (7/16" MIN PLYWD, PRECUT, W/ ATTACHMENTS). REQUIREMENTS AND CONDITIONS. i 14 aucN # n RADIUS=25.00 N -� 0) 11 - 20 of +32 -35 +32 -42 REVIEWED BY: DATE: l2-22-t� ~ EXTENT OF -------- ----1- • — • — • —SIX — — — — — — 2ND FLOOR lmeWim, 892900" W 73.87 X PORCH ENCLOSURE 21 - 50 of +30 -33 +30 -38 PROJECT CONSISTS OF ENCLOSURE OF PART (255 SFJ OF #,- 0M w ABOVE 6, W* 51 EXISTING SECOND FLOOR PORCH. THERE IS NO INCREASE 51 - 100 of +28 -31 +28 -35 IN IMPERVIOUS AREA, THERE ARE NO EXISTING TREES REMOVED. 18TH STREET END ZONE DISTANCE, a R 5' RIGHT OF WAY (PAVED) STEELE PORCH ENCLOSURE 60' R /974 40&8 BEACH AVENUE LOT 35, BLOCK 1, BEACHSIDE, AS RECORDED IN PLAT BOOK 42, PAGES 14, 14A, 146 ATLANTIC BEACH, FLORIDA AND 14C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. m AREAS: Fisher & Simmons Architects, Inc. LOT 8031 SF �, 1510H Second Street South Jacksonville Beach, Florida SITE PLAN HOUSi`/GARAGE 1418 SF z 904-247-1800 AA C000138 1° a 20'-0" EXTERIOR STAIR 116 � PATIO 177 Comm 0148A d,:.,w„ TS d JWTS 11/18/08 1 f 2 FRONT WALK 281 P O R Ci H PLANS sh DRIVEWAY 674 A 1 TOTAL IMPERVIOUS 2667 SF 33.2% 8cELEVATIONS EXIST 90# MINERAL SURFACE BUILT-UP ROOF 1/4 2 +34'-4 /8'11 I I 00 EL CTRICAL FIXTURE LEGEND: O O I qy $ OGGLE SWITCH I I EXIST F'GLASS SHINGLES 12 IMMER SWITCH i I UPLEX RECEPTACLE I EXIST 6�- UPLEX REG. ABOVE COUNTER (44" A.F.F.) -� i KITCHEN R-30 F GLASS BATT ON 0) UP. REC. - WEATHERPROOF � Q 20V. OUTLET/JUNCTION BOX I l , 1 0 V. JUNCTION BOX F). +30'-911I e Q ELEPHONE OUTLET EXIST j --------- --- S MOKE DETECTOR OFFICE EXIST CONT SAVE gel, DRIP OVER P.T. EXIST T&G 1x6 V-JT SOFFIT EXIST GYP BD ABLE TV OUTLET --- ' 1x3 ON P.T. #1 2x6 V ENTRAL VACUUM OUTLET FASCIA 1�� EXIST DBLE 2x6 TOP O � EXIST DBLE 2x6 TOP PLATE QC OMPUTER OUTLET -� PLATE I ----- ---- a a A PENDANT CEILING LT. FIXTURE � EXIST HEADERB VALL MTD. LT. FIXTURE i EXIST DBLE 2x12 BEAM C R CESSED CEILING LT. FIXTURE i EXIST EXIST GYP BD D OUBLE FLOOD LIGHTS MTD. UNDER SOFFIT i ` I ( E XHAUST FAN/LIGHT COMBO. - $ SEPARATELY i F 5 " CEILING FAN (W/ LIGHT KIT WHERE 2 $'S) IV N7 i G XHAUST FAN H LUORESCENT - SURFACE MTD Q AC II P rn K LAITY FIXTURE0 P T ACK LIGHT EXIST P.T. 6x6 POST WI i I d R C ILING FIXTURE - SURFACE MTD. BATH 2 8 1/4"x8 1/4" CLADDING I SLIDING GLASS DOOR PRO IDE GFI CIRCUITS AT ALL OUTLETS AT CL WET OR DAMP AREAS, EXIST RAILING EXIST DECKING ON P.T. 2x4 HAV OWNER WALK-THRU AFTER LOCATIONS OF SLEEPERS OVER VULKEM WATERPROOFING ON 3/411 CDX SWI HES, OUTLETS, ETC HAVE BEEN MARKED A PLYWD ON 2x10 SYP #2 JOISTS FOR OWNER APPROVAL OF LOCATIONS PRIOR TO DN # 16" O.C. EXIST 3/4" PLYWD STURDIFLR WIRING & GYP BD INSTALLATION. ON 16" DEEP TJI/PRO 350 EXIST SUNPORCH JOISTS 16" O.C. LIVING/DINING R-19 BATT INSUL CONT EXIST FLASHING I I UP OVER P.T. #1 2x 2 1/411 ON P.T. #1 2x8 H EXIST T&G 1x6 V-JT SOFFIT EXIST R-11 BATT INSUL CONT EXIST 1x TRIM CONT EXIST BEAM WRAP REMOVED EXIST 5/8" GYP BD CEIL'G II 1/2" GYP BD IN PLACE OF SHINGLE EXIST 2-2x6 SYP #2 TOP 2 EXIST LSTA30 STRAPS R-19 BATT INSUL CONT PLATE W/ 22-10d NAILS FROM % EXIST GYP BD EXIST BEAM TO EXIST COL. I EXIST TRIPLE 2x12 SYP #2 BEAM EXIST EXIST P.T. 6x6 POST W/ I I HEADER 9 1/4"x9 1/411 CLADDING 121_0" H TT BEYOND EXIST HEADER WR 1/2" GYP BD J z I EXIST II MEDIA ROOM WINDOW W/ 2x4 TRIM I I 4 II _ PXIST _j II ., ENTRY PORCH Q � o II FLASH'G OVER 01 P.T. 1x2 I I I 00 WINDOW SILL W/ #1 P.T. 1x4 �,---EXIST COLUMN CLADDING 1- -3 II CASED OPNG IN PLACE BAND ALIGNED W/ EXIST I REMOVED ' QT INTERIOR ?- II OF SLIDING GLASS DR BAND OF RAILING BEYOND : I I - H Q _REMOVED ---- ------ -- CEDAR SHINGLES ON I R-18 BATT ,INSUL CONTj 3 II , EXIST LAPPING 30# FELTS 0 ( 1/211 GYP BD . 1/2" CDX PLYWD SHEATH'G 8d NAILS # 6" O.C. CONT O II ON 2x6 STUDS 0 16 O.C. ' Z II r`t 3/4" PLYWD STURDIFLR ON 2x a0 Q EXIST 5/411 PLYWD j' EXIST SIMPSON HTT22 SLEEPERS 0 1611 O.0 RIPPED 10 II ON 16t1 DEEP TJI/PRO 350 ANCHOR I TO PROVIDE LEVEL FLOOR .6 JOISTS 0 1611 O.C. ALIGNED W/ EXIST FLOOR I +10'-2 1/41' EXIST FLASH'G OVER P.T. #1 2x2 1/4" (RIPPED 2x6) ON O P.T. #1 2x8 W/ KERFSJ DN X S 12" O.C. FOR DRAINAGE STEPS EXIST P.T. 2x8 SYP #2 TOPR-18 BATT INSUL CONT 00, EXIST BATT INSUL CONT PLATE W/ 1/2"x10" ANCHOR EXIST GYP BD CEILING BOLT EXIST P.T. 2x8 SYP #2 TOP ENCLOSED PORCH ELECTRICAL I PLATE W/ 1/2"x10" ANCHOR BOLT 1/411 11-011 EXIST 8"x1611 CMU/GONG TIE EXIST 2x10 LEDGER W/ WEATHER RESISTANT BARRIER BEAM W/ 2-#5 TOP & BOT CONT I 3 ROWS #10x4 SCREWS I 0 all O.C. WINDOW & DOOR FLASHING OVER EXTERIOR SHEATHING EXIST 811x20" CMU/CONC TIE 1. INSTALL WEATHER RESISTANT BARRIER (WRB) TO I BEAM W/ 245 TOP & BOT CONT FACE OF EATHING STARTING AT BOTTOM OF ;1�0 WALL LAP ING IN A WEATHER SHEDDING FASHION. 2ND FLASHING STRIP EXIST WINDOW W/ STUCCO TRIM 0 AT TOP O OPENING CUT WRB AT 45 DEGREES & TURNED UP 6" AT SIDES ap TAPE TOP CORNERS & CENTER TO THE WRB ABOVE. I 2, INSTALL F ASHING STRIP AT SILL EXTENDING 6" BEYOND SI ES OF OPENINGS W/ SMALL CUT AT 10 JAMBS TO LLOW TOP 1" OF STRIP TO FOLD OVER EXIST STUCCO ON 8" CMU I EXIST STUCCO ON 8" CMU FRONT ED OF SILL AND ADHERE TO SILL. I SILL DETAIL ST FLASHING STRIP 3. INSTALL 26D FLASHING STRIP THE SAME LENGTH AS I THE 1ST Is EP 2) OVERLAPPING 19T AND EXTENDING > UP 611 AT BOTH SIDES OF OPENING. WEATHER RESISTANT BARRIER OVER EXTERIOR SHEATHING 4. APPLY 3/811 BEAD OF SEALANT TO REAR (INTERIOR) SIDE OF W NDOW/DOOR FLANGE, TO SIDE JAMBS OF ; ..; - + OPENING, & ACROSS HEAD OF OPENING. NAILING ... FLANGE -° S. INSTALL WINDOW/DOOR, SHIMMING TO ACHIEVE // // // // // // // // // // // •'t SQUARE PLUMB, AND LEVEL CONDITION. USE t CORROSION RESISTANT FASTENERS PER WINDOW/ _ •-.. �� ' =•� : ..:..:,•.. _ - DOOR MAN ACTURERS SPECIFICATIONS. N O {� •;•-•.: To) EXIST 24"x1211 CONC FTG W/ \ \\ { EXIST 241Ix1211 CONC w A 6. APPLY SILL FLASHING OVER WINDOW/DOOR FLANGE. :.. ,• ,•�_ :-. 345 EACH WAY \\ �b�: �< FTG W/ 345 CONT BEYOND �' ��/ //\\//\\//\\//\\/� 7. APPLY JAM FLASHING OVER WINDOWIDOOR FLANGE ^ �: 1v °'\��/%`/� \ / EXTENDING TO OVERLAP SILL FLASHING AND ABOVE '• _; �;j THE TOP O THE OPENING, AND UNDERNEATH WALL SECTION LAPPING WRB AT HEAD. O !� 1/211 = 11-011 S. APPLY HEA FLASHING OVER WINDOW/DOOR FLANGE AND JAMB LASHING, EXTENDING UNDERNEATH 1 LAPPING W B AT HEAD. REMOVE PREVIOUSLY APPLIED 7 NOTES: TAPE AT RB ALLOWING WRB TO LAY OVER HEAD 1 - S T E E L E PORCH ENCLOSURE 1. ALL WALL SHEATHING SHALL BE 1/211 CDX PLYWD DEGREE curs. NEW SHEATHING TAPE OVER 45 1 1$OS BEACH AVENUE W! BLOCKING AT EDGES, Wi 8d COMMON NAILS AT ' 311 O.C. AT EDGES & 6" ATLANTIC BEACH O.C. IN FIELD. -' i7 1 FLORIDA SEE SHT A2 FOR SHEAR WALLS & NOTES. NOTES: 1 F 2. GLUE & NAIL ALL 3/411 STURDI-FLOOR PLYWD SUB-FLOOR SHEATHING W/ 10d 1. FLASHING OBE SELF-ADHERING BITUMINOUS TAPE 1 Fisher & Simmons Architects, Inc. COMMON WIRE NAILS ® 411 O.C. EDGES & 6" O.C. FIELD. INSTALL SOLID EQUAL TO PERMABARRIER BY GRACE CONSTRUCTION BLOCKING BETWEEN FLOOR TRUSSES AT ALL BEARING WALLS & SHEARWALLS. 6 'w 15108 Second Street South Jacksonville Beach, Florida � I PRODUCTS, Z TOE NAIL BLOCKING TO DOUBLE TOP PLATE W/ 12d NAILS 0 61' O.C. 904-247-1800 AA C000138 3. ALL EXTERIOR FASTENERS TO BE STAINLESS STEEL. 0148A TS drwn ahkd JWTS dots 11/18/08 2 of 2 4. ENGINEER HAS REVIEWED THE EXISTING DECK AND DETERMINED THAT ITS WEIGHT LOAD ELECTRICAL PLAN 'h WILL NOT REPRESENT AN ISSUE IF THE CONTRACTOR DECIDES TO LEAVE IT �► IN PLACE DURING RENOVATION. r WALL SECTION, & DETAIL A2 J L_ �---- - - -- o MOOD AC ----- 1 C c C Ci C i i WA 1 11 DIS C 11 C A A A C DW j 11 11 � 11 L M--_—� i REF, 1 _- _ Ows 1rT1 C Q B B WP 1 A l - I ApOVEITC B H j a � � L VyH S 4 , B B B C C 1 C i C n n B BELL <,`.1F�. > IN FLOOR ��`� SIN FLOOR < w> C/�' `�� �> v v n n S B B t �> v v C C w e C C w TO LIGHT C C BELOYW �, .�l `� �> N/ v C C C 1 C I B WP THIRD FLOOR SECOND FLOOR 1/411 y 11-011 1/411 1'-011 ELECTRICAL FIXTURE LEGEND; $ TOGGLE SWITCH $D DIMMER SWITCH DUPLEX RECEPTACLE x DUPLEX REC. ABOVE COUNTER (4411 A.F.F.) DUP, RF-C. - WEATHERPROOF ® 22OV. OUTLET/JUNCTION BOX 0 110 V. JUNCTION BOX Q TELEPHONE OUTLET S SMOKE DETECTOR CABLE TV OUTLET - VQ CENTRAL VACUUM OUTLET • ~ 4C COMPUTER OUTLET A PENDANT CEILING LT, FIXTURE B WALL MTD. LT. FIXTURE C RECESSED CEILING LT, FIXTURE D DOUBLE FLOOD LIGHTS MTD. UNDER SOFFIT E EXHAUST PAN/LIGHT COMBO, - $ SEPARATELY F 5211 CEILING FAN (W/ LIGHT KIT WHERE 2 $'S) G EXHAUST PAN H FLUORESCENT - SURFACE MTD K VANITY FIXTURE , L 2411 UNDERCOUNTER LIGHT R CEILING FIXTURE - SURPACE MTD. ' SWITCH ONLY LOWER HALF OF DUPLEX OUTLETS WHICH ARE SHOWN AS SWITCHED, PROVIDE GFI CIRCUITS AT ALL OUTLETS AT WET OR DAMP AREAS. - TYPE R FIXTURES WITHOUT SWITCHING INDICATED SHALL HAVE AUTOMATIC DOOR S T E E L S BEACH HOUSE (LIGHT ON WHEN DOOR OPEN)(LIGHT BEACH AVENUE HAYS OWNER WALK-THRU AFTER LOCATIONS OF 1414 BEACH FLORIDA SWITCHES, OUTLETS, ETC HAVE BEEN MARKS© ATLANTIC FOR OWNER APPROVAL OF LOCATIONS PRIOR TO WIRING & GYP BD INSTALLATION. Fisher & Simmons Architects; Inc. PREWIRE FOR STEREO SYSTEM AS DIRECTED BY 1510D Second Street South Jacksonville Beach, Florida OWNER. u 904-247-1800 AA C000138 COORDINATE W/ SECURITY SUBCONTRACTOR FOR comm 0148 ,,, ,,, TS ichkd JWTS dat.2126/02 9 9 OWNER PROVIDED SECURITY SYSTEM & PROVIDE 110V 2 ECURITY PANL, SECOND & THIRD POWER SUPPLY FOR S FLOOR ELCTRICAL PLANS A9 ELEC METER ELEC PANEL ELECTRECAL FIXTURE LEGEND: $ TOGGLIe SWITCH $D DIMMER SWITCH AC CONDENSERS AT CEILING DUPLEX RECEPTACLE & DICONNECTS H H H DUPLEX REC. ABOVE COUNTER (4411 A,F.F.) DUP. R_ EC, - WEATHERPROOF CENT C ® 220V, OUTLET/JUNCTION BOX VACUU DDDR OPENER Q 110 V. JUNCTION BOX Q TELEPHONE OUTLET 5 SMOKE DETECTOR WATER CABLE TV OUTLET SOFTNR d CENTRAL VACUUM OUTLET QC COMPUTER OUTLET O WH H H A PENDANT CEILING LT. FIXTURE H B WALL MTD. LT. FIXTURE C1 C RECESSED CEILING LT. FIXTURE D DOUBLE FLOOD LIGHTS MTD. UNDER SOFFIT B E EXHAUST PAN/LIGHT COMBO, - $ SEPARATELY AT CEILING F 52" CEILING FAN (W/ LIGHT KIT WHERE 2 $'S) G EXHAUST PAN H FLUORESCENT - SURFACE MTD K VANITY' FIXTURE DOOR OPENER L 2411 UNIDERCOUNTER LIGHT H H R CEILINe FIXTURE SURFACE MTD. SWITCH ONLY LOWER HALF OF DUPLEX OUTLETS WHICH ARE SHOWN AS SWITCHED. B LIGHTS 4 PROVIDE GFI CIRCUITS AT ALL OUTLETS AT AB E C WET OR DAMP AREAS, R TYPE R FIXTURES WITHOUT SWITCHING INDICATED SHALL HAVE AUTOMATIC DOOR C $ (LIGHT (DN WHEN DOOR OPEN) C C C HAVE OWNER WALK-THRU AFTER LOCATIONS OF SWITCHES,, OUTLETS, ETC HAVE BEEN MARKED FOR OWNER APPROVAL OF LOCATIONS PRIOR TO B i WIRING & GYP BD INSTALLATION. PREWIRE FOR STEREO SYSTEM AS DIRECTED BYV -�- - -- 6 ----- d C I � OWNER, COORDINATE W/ SECURITY SUBCONTRACTOR FOR 1 / OWNER PROVIDED SECURITY SYSTEM & PROVIDE 110V B ( C C POWER SUPPLY FOR SECURITY PANEL, i I 5 • C C v v v v ALL TO LIGHTS ABOVE C E C . � G B I C 11 i FIRST FLOOR 1/41 11_011 i 1 STEELS 5EACH HOUSE !$'(+fes BEACH AVENUE ATLANTIC BEACH, FLORIDA Fisher & Simmons Architects, Inc. 1510B Second Street South Jacksonville Beach, Florida 0 804-247-1800 AA 000013 U Gomm 014$ 1,j, + TS I.,hkd JWTS dGtr 2/28/02 a 9 FIRST FLOOR all . � ELE!CTRICAL PLAN A8 . a ��� . _ .. . ... .,.. �:, ,. r . .. . . FIB RGLASS SHINGLES ON CONT 2x6 STUD AT CENTER r FIBERGLASS SHINGLES ON . .. - TI K ROT TO•WRAP AS AILe FOR X-BRACING & . PEEL b S C P L*C N R EEL- -STI K PROTECTO- AP " P b C WR . 1/ COX OP - RACINO � - . ,. . , WATERPROOPINQ ON Z O AT END X 5 .. . WATERPROOFING ON 1/2 COX I - �, T Qi 24'� O,C.LYWD ON RUSES - P YW ON TR ES ® 240 O.C.O 2x4 X BRACING @ RIDGE L P . US5 C, . . . 11 I w n. . 10d .NAILS ® 4 O.C. -1 NAI INTO TRU - . W/ 3 2d LS N SS CONT STNLSS STL . - ' TYP 9 RAFTER, PASC1 VERTICALS OR 2x4 VERTICALS r, I .1 E RIP R P.T. %, S .., EAY D OVER T, . b OUTRIGGER APPLI D TO TRUSSES - . . . . 1 x3 ON P.T #1 2x8 - r FASCIA -. - - � a. 2x4 x 8 #2 SYP LATf!RAL F SC . f , 1 . TR R _ n 2x4 %YP #2 OU IGGE BRACE 4 0 O.C.- W/ • , el CEDAR SHINGLES ON . u r �' . 0 12 A.C. W/ 1 SIMM 3 12d NAILS INTO TOP OF . %% T 0 . . �* r ACH BOTTOM CHORD LAPPING 30# FEL S N 1. • , %. Ii. H LIP W/ 1.0-8d NAIL 2 4. t' _, . r , % , 3 1/?.�' CDX PLYWD SHEA7H'4 >, AT , % ENO u GABLL END TRUSS 2x4 BLkG 4a o.c BeTWN . . .. . . " A H . % CED R S .INGLES ON 57UD r PIRS7r CEILINQ . % STUBS CONTINU TO ROOF LAPPING 30 ELT O I . . r I Y 12 # F S N ,� a JOS W/ d NAILS I .. 2 0 u , r` ,. .. _ u 1/2 CDX. PLYWD SHEATH G . ' . 8 O.C. THRU TOP 2x4 .. . I . . r, 1 ON 2x6 TUDS 0 16 O.C. % r_ u S C + ( + r- Ir , 3o a 3 s 0 S A r CQNT STNLSS ST c WINDOW W/ 2x4 TRItvA R- F'GLAS BATT G NT, ,, . 30 S S _ , " ' , r % YE DRIP OYER P.T. a rr STNLSS STL R00 FILASH G EA F - - _ YP Y / TYPO X GYP. D. 5/8 T L' XGPBD ti 58 T E G B ," 11 1x3 ON P.T #1 2x8 c u . TURNED 8,. UP WALL. TYP p • R 30 BATT INSUL1. . - . FASCIA . FIBERGLASS SHING F:9 L ON 9 . P L- - I k R T - .-, . . . . • • .- 1. rr EE b ST C P R E!CTO WRAP 3/6 MOO PLYWD SOFFIT . % % . .. . . . WATERPROOFING ON 1/2 COX, +x ; W/. ROUND ALU1 Yf~NTfi u ,, r . ' . PLYWD ON TRUSSES 0 24 O.C, , : , _ . % .. 5/8u TYPL* X GYP B .. . �? . . % , i ODLE 2x10 SYP #2 CONT STNLSS STL O 1. • , - : ,� . J PAV DRIP OVER P.T. % I11 L* T - . HEADER TYP U.O.N. .. C7 N WINDOW WI 2x4 TRIM %1. 1x3 ON P.T #1 2x6 . FASCIA • 9 . . A . r. % J •_ . . , .. N % CEDAR SHINGLES ON • w LAPPING 30# FELTS ON w . " . 1L '� , : ," . , : I . . p 1/2 COX PLYWD SHF-j TH G "' % %1. _ ON GABLE ND TRUSS► , k E. � R-19 BATT INSUL n DIA STAT L SS 3T Al FLASH'Q OVER P.T: #1 2x2 1/4" . as 1A//` 161f STAINL S a 7 R AB . WINDOW SILL W/ P-T, #1 2.x8 � J . . 3! E %.S„ S L C LES % u R-19 BATT INSUL DONT SIMPSON H3 STRAP AT A 0 2r-4� � SPACf�f? TO STEM 4 SPHERE . _ . BAND W/ KLRFS 12 O.C. FOR " "'» DRAINAGE 5/$" TYPL* X GYP f50 TRUSS W/ 8-8d NAILS e , _ . 1 . TYP . 8d NAILS 0 611 O.C. CONT w 2-2x10 % .. . % 7 • CEDAR SHINGLES ON J1 F1. 1. 1. 3/4 PLYWD STURDI LR A . LAPPING 30# FELTS ON u O 0 �n -• % . ON 16 DEMSP TJI/PRO 350 , � ,. ,� � � :. 1/211 COX PLYWD SHEATH'Q u ciC G7 . JOISTS ® 16 O,C, r• „ " ON 2x6 STUDS 0 16 O.G. GYP. BD. . . % u J r;, r, - +21'-811 5/$ TYPE X + - 21 3RD FLOOR . _J7 - �. M _ % ' WINDOW W/ 2x4 TRIMw1 " t w . . . e� . C � . . qr11. I _ SIMPSON C;S20x3811 STRAP C .j �11- • 0 32'F O. . 5dTWN ALIGNEDi 22 c -;- C CEDAR SHINGLES ON . 2ND b 3RD FLOOR STUDS % R-11 BATT INSUL CONT LAPPING 30# FELTS ON c - % . I.., R 1t f5AT- ,_XNSU�. CONT . . 11�5/ " TYP X YP B CEILIN 1/211 CDX PLYWD SHEATWO % S fE , D G . ON 2x6 STUDS ® 160 10.0, a ,_ ,i .• zz � � Y 1. 4 )z 3 fi S % .P BD . - .. 4 " . . . 3/4 PLYWD 9TURDIFL00 % 1. R t Dgte 2x8 SYP #2 TOP ON U %19 JOISTS 16 O.C. • 1. y 1 3/4 x1Q� MICR© AM B AM . L .: ,r» . A f' SIM 1 /8 TYP u 5 !~ X . T7 ' .1 , , X32 AST DWf1 0d � • U 1 P H1N e O < , .� r 1BEFZGLASS S GL S N . . NAI L _ 1. % `` PEEL b STICK PROTeCT4 WRAP { N g7 Lg3 STL PLASH t3 AVER WATERPROOFING ON 1/ COX . 2 . • _ � : _ P.T 1 x 14. RPEED N O4LL*' 2x14: SYR #2. O : 11 . P YWQ ON TRUSS S 4 O.G, va L. E 2 -- 11x11 1/411 2 1 .4LIGf OAK,, TREADS # 1 ! I d 2x 4 HEADER 'IP :: P.r., #1 2�ce W! KLI�P'9 I ,. ... .w . 1SPANNING BL''T1Nf:ENa 1I I O.C« .POR DRAINAGE! _ . ,. CONT. STNLSS STL - � � ,,. . . : W�lT�E" V,INY4 AR ALUM „ . O , 3 / 1rx 1 1 Y , WIND w, W/ 2x4 T M AYe RIP V RPT. % . % I. % 0 . RI E D 4 E ' 1 .2. .1 i4'�: 9TRINdL*RS► T P RAILIN4 9Y TTA WY/ . t „ 1. � ' O . . .1x3 N P.T #1 xQ� ._ ... , . y :R AN U P T - S? ._ CT G f.. ICKL* $ FLASH C3 OVER REDWD 2,x2. 1/4 . o ! CIA U4 . i " E'A3 3 'A ff Tt? s7QP 4' . WINDOW, s w 9G. 11% w ILL / REDWD; 2x14 � ,. � . - ,�- - 9P!H R b !w NC3 : 0 E . M .ETX BA�lD IM/ KERP3 12 p.C. FOFt cra GEQAR SHINGLES ON . . . , . x SS.G LQAI .1 >:CIUIt�14!'TS 1 %% LAPPING 30# FELT$ ON 2 2 1 p ,1► Q NAGE =� ,, - . RA % > ra 1/2 COX PLYW SHf'p►►TH c� �» u . . . r� t� r� u i O O A 21-4' S/au TYP X 4 4 fi TR�°AD$ ® 1 0 3" 7 . N QABLL END TRUSS t,. , • O . . .p .. GYP. BD, CEDAR SHINt3LEs ON % % . TMt]EX DEIN - QR Pq AL YV/ 2 3 COLl1MN: BEYOND LAPPING 3O# PELTS ON . SIMPSON' CS2ox18u STRAP 2-2x10 �� � STAINLESS STL DECK SCREWS . R 1.9 BATT INSUL CONT 1/2� COX, PLYWD SHL*ATH'Q _ }' ® 3211 O.C. BETWN 2.2x10 `0 T4 P.T. 2xfi SYP #2' .• i IST3 ON 2x TUGS 1 u /aH TYPE X OYP BD u_ �� J - 1B1r , TREX DECKINO. OR EQUAL W1 2 - 6 S 6 O.C.OC311 - BEAM b STUD _ ,� . rr 8!8 TYP X 9YAINLf:59 STL t2EGk SCREWS: i 8d NAILS 0 6 0.0 CONT T4 P.T. 2x4 SL,EE! ERS NOTCHED u 2 P.T. 2�t8 SYP #2 PLATE W/ ° �d 2-.7as6 TREX OR EQUA W/ 2 PLASH G .OYER P.T. #1 2x2 1/4 n r� a GYP, BD. . POR DRAINAGE OYER VULKeM 3/4" PLYWD STURDIFLR 1/2 .x1/2, DIAx12 ANCHOR BOLT as R'! STAIN41!0.0 STL DECK SCREWS rt (RIPPED 2x6 ON P.T. #1 2x8 ,� p W/ 2"X21'Xt/811 PLATE' WYASHER �'� r` WATERPROOPINt3 DN, 3/4 CDX TO, P. 2*12` ;SYP #2 TRINQER W1 KeRPs 1211 O.G. FOR ON 16 DEEP TJI/PRO 350 u JOISTS ® 1611 O.C. c 0 48 O.C. W/ H3 STRAP � � 18� O.C. 1fNf PUC. ., 2x. 2 SIdE . S DRAINAGE @ 1611 O.C. TO TRUSS PRECAST CONC LINTEL � : (RIPPED OFORxg OPE) 9 16 aQ.C, 1- 11 SIZeD FOR OPENING + �- u % .. STRINGERS +10 2 1/4 2 1/4 2ND FLOOR 8"x16" CMV/CONC TIL* (BEAM P.T. 2x8 SYP #2 TOP PLATE W/ 2-#5 TOP b BOT CONT W/ 1/2"x1411 ANCHOR BOLT W/ � P.T. 2xa. W/ HEX HEAD ,r rr u � TAPCONS o au O.C. AT c - _ 2x2 x1/8r' WASHER 0. 24 O.C.OC . ! WINDOW w/ 4" STUGt;,O TRIM ALL SIDES OF CMU OP W/ SIMPSON 0520 STRAP -- % % , = - N . % 32'r O.C, SEP NOTE A 10 R-19 BATT INSUL CONT t 3/8 TYPE X GYP` BD A -� aN = STUCCO ON GALY. RIBBED LATH $'rx16" CMU/GONG TIL* BEAM STUCCO. ON GALV. RIBBED LATH PILLED U-BLOCK SILL COURSE _ W/ #4 CONT - �. "I ) s - 1x4 TRIM W/ 2-#5 70P b BOT CONT . R•11 BATF. LNSU� P,T. 2I SYP #2. TOP PLATE, PRECAST CONC LINTEL % W/ 1/2"x1011 ANCHOR BOLT W/ ar► . SIZED FOR OPENING - 3/41'x16" MICROLAM BEAM �, n . . . . 2"x2"xt/eu WASHER 9 2411 O.C. m % W/ SIMPSON H3 TO EA JOIST . • . N YPZ W DIA STAINLESS STL RAIL % • r I I 8"x160 CMU/CONC TIE BEAM `a / 3/ B STAINLESS STL' CA51.1i u n r- SPACED 70 STEP 4 SPHERE -6 P � PONT 3/4 PLYWD STURDIFLiOOR W/ 2•#5 TOP b ROS" . ON 2x10 JOISTS 9 16 O.C. 3'�7,r. 0�'• fir_Ou , „ . , EXTEND STUC O ON FOAM q . r EXTEND STUCCO qN FILL - PILL TQ FORM ARCH AT N a , . , TO FORM ARCH AT SIDES . O cr ff 2-P.T. 2x10 LEDGER WN . . t ! �,�° 1/2r� ANCHOR BOLT A � > O a0 . I 11 , 4'-0" O.C. % - I 11 as r _ O % . . h _ h m 11 . r . s : DBLP 2x1 N W % STUCCO ON a" CMU W/ FILLED STUCCO ON V CMU Wil FILLED ,r ,r . , N w O CMU WING WALL & FOOTING u u 2x11 t!4 SOLID OAK TREADS r { CELLS WI t-#5 VERT W/ 12 CELLS W/ 1-#5 V2RT 1+N/ 12 N � BEYOND . HOOK AT BOT TO WITHIN 311 1 HOOK AT BOT' TO WITHIN 311 1/211 GYP BD ON P.T. 2x2 SPANNING BETWEEN � , % ; . 1. . - 1 - % OP TOP OF TIe Bf'AM AT OF+ TOP OP TIP BEAM AT FURRING W/ BATT INSUL �' u v- ; 1. . . 3 1/2 x11 1/4 STRINGERS m SACH CELL . CQRN4=RS, ENDS b 48" O.C. n" u CONT VINYL STUCCO SCREED CONT VINYL STUCCO SCReeD 4 GONG 5LAB W/ 9 • 0 {{ . STUCCO WASH DIRECTLY I r STUCCO WASH DIRECTLY 6x8 W1.4xW1.4 W.W.F: �� . ON CMU + rr ON CMU +19.33 + I- 11 ; r_ r' ^ 1ST FLOOR . o � .. 1 I . NG .. . ri I �� I �, ,� r r r `;� FINISH GRADE - SLOPS r r r r r r �i / \f r\if 4 ¢ I 1111 z �r rr�rrr rr. r r 1, // r. ! ' ri rr r� �� ,� AWAY FROM BUILDING r r r r r r r r r r r r �i, 'i � r�r r r r r r �i ✓ r \ r•G r ��r i, r r� r P.T. •6x.6 POSTS W/ D�CORATIVE�• �, ,, r, r rr� r� \r r i `�,' � ��•� ,, FINIAL SET. IN 18 x18 x1a. CONC 1 ` � \� - , 3'-4"x31-4"X11-Ou CONC ' r r�r ,a e r, r I u u r r r r r� FTG W/ 3-#S EACH / , - r. r 24 x12 CONC PTD w/ .� ���r �� W/ 2 1211, 00 BAR THReSDED THRU 'r ! -ti r, a- .� � , r,. WAY BEYOND ` �,�; • r 3-#5 CONT �U: r r� r ULR HOLES IN 6x6 I r ^1 PERPNL*DIC �� u y�' r'�r, . ��ri� .,1� r� ' i�,lr.�!/. .. '` 9 TREADS c# 1Gy 71-roll . 1 . �. �� . . . . . �- WALL SECTION 5 WALL SECTION , � STAIR SECTION- . . . 7 i/2" i'-O" 1/2" 1r-pn 1/2" 7 1'-411 - , . I . i . .. % % % % t$'1��' ��ACH AVENU�� . . % . . . . ATLANTICLACH, FLORIDA . -. L . . _ . . . z . . I . - , . , . " . t k f. acla, Florida " 1 . ' . %IFiIOH S%econd Scree Sout.>}� dac ouvllIv Be . % ,, . . . , ., . " 11 0148 .' T$ ot*d JWTs 2�26/0i / , . " . " . I .. 1%. %. . 1. % . I , �- .1 I . I . . � I . . . . . . . I I A7 . 11 . -1 . . I . � . . . 1� . . . . - . I I I I I . 1. . . . ,,, I I I . . � ; % . " . . . " I . ; 1 . . . . I . 1 , _ 'L I . . . ' L 7I I . ' ' . % .., I � . . � . . . 1. I " . .. . � � I � . . I . . . . .. . . 1, . ,. e - . I . .. - . . " . .. � . 1 .. . .': 1 % 1- I - - i � . . . I .. -1 11 . - I 4r 14 - . I . . --7-11�11- .I I � .% , . .- ; .. I .%. , � , , I � I I, I I 1 . . I -11 .. ,; . . I . I I 1. 1. . .t .. I . I . . . , . . . I ." I I I . I I . I . . . . % . I L I . I 1 I I . I I - . � . �I . % , L . I L' . . . I ., . . � . % # � . � . .. I I . .1 , . . . L .. I . .1 I . .. . � . . - L . 1 . . . I . , L . L . I . . . . .. I . I . . . , I ., % . I . .. I . . . .1 I . . . I . - .. . .. . . . . 7 . . .. . I . . . . . . . - � . I I L I I . . . . .% - . I . . .I I ." % .� I 1. . I �* I I. . . . I I . % . % . I . I I . I . I . . . % I . . . �. - I . . . . I I ,. . , . . , . . . I . . % I . I 1. I . . I I I1. --.-­I "'., ,:.,� - -I ..- � 11 - I . -11 - -.- ,-.. ...� . - 1,.1 .., - 11 . . L L I ,- I-.1 . ....... , � ....1 -....--�- I �-.. . -... . .1 . I -.- . ---,.-, ,. _ ,_ _ I I-�! - -- --'. ---.------� e f I .1, � m I I 11 , I I � .. . I - ..,�, -". -, 1 � i I . • " I , . .." - I �- I . I I . ' . . . I % , . % . . '. -�. . ..-�--- . . I . -�.� ; 90 MINERAL SURFACE BUILT-Up I ROOF OVER PEEL-&-STICK PROS :� PROVIDE 1/4 /FT SLOPE . . ; S IMPSON MTS12WDTECT -WRAP WATERPROOFING AT TOP CHORD OP TRUSS E STRAP Woe d NAILS IN FIELD 1/2u CDX PLYWD ON TRUSSES AeACHTR SS SEE HED@ 24r, O.C. � LAPTOPPPLY 8" 2 . x OVER SLOPED SHINGLE ROOPINC3 34'•4 /811 1/4r_. ._ SIMPSON MTS12 TWISTED I : STRAP W/ 14-10d NAILS SIMPSON MT512 TWISTED @ EACH TRUSS SEE SCHEDULE STRAP W/ 14-10d NAILS FIBERGLASS SHINGLES ON FIBERGLASS SHINGLES, ON 12 ,� FIBERGLASS SHINGLES ON 12 ' PEP-L-&-STICK PROTECTS-WRAP 12 PEEL-&-STICK PROTECTO-WRA t� PEEL-&-STICK PROTECTO-WRA WATERPROOFING ON 1/2 CDX . 6 - WATERPROOFING ON 1/'2 COX 6�- 5�- :+� WATERPROOFING ON 1/2 CDX PLYWD ON TRUSSES @ 24" O.C:A R F'GLASS BATTS CONT. PLYWD ON TRUSSES @ 24" O.C. R F'GLASS BATTS CON PLYWD ON TRUSSES @ 24" O.C. R F'GLASS BATTS 2'-0� „ 2,_ 2r_ i +30,_911 +30'-9" � �3Qr_8u I CONT STNLSS STL CONT STNLSS STEEL CONT STNLSS STL c 5/8" TYPE X GYP BD T&G 1x6 V-JT SOFFIT � 5/8" TYPE X GYP SD SAVE DRIP OVER P.T. 5/8" TYPE X GYP BD SAVE DRIP OVER P.T. SAYE DRIP OVER P.T. 1x4 TRIM 1x3 ON P.T #1 '2x6 DBLE 2x6 SYP #2 TOP 1x3 ON P.T. #1 2x6 o DBLE 2x6 SYP #2 TOP 1x3 ON P.T. #1 2x6 DBLE 2x6 SYP #2 TOP FASCIA PLATE W/ SIMPSON SPH6 FASCIA FASCIA PLATE W/ SIMPSON SPH6 DBLE 2x5 SYP #2 TOP PLATE W/ 5EMC0 TPP6 318" MDO PLYWD SOFFIT 0 32" AT STUD W/ 10-10d 3/g�� MDO PLYWD SOFFIT PLATE W/ SEMCO TPP6 AT EACH STUD W/ 10-8d 3/8" MDO PLYWD SOFFIT @ 32" AT STUD W/ 10-10d NAILS AT EACH STUD W/ 10-8d NAILS NAILS u Woe ND ALUM VENTS W/ ROUND ALUM VENTS 5/8 TYPE X G P BD NAILS 1/2 GYP BD 5/$ TYPE X GTP BD CEDAR SHINGLES ON W/ ROUND ALUM VENTS " APPIN 0 FELTS ON 2x6f LEDGER CONT W/ 3-16d DBLE 2x10 SYP #2 1x CLOSURE TRIM CUNT I I DBLE 2x12 SYP #2 BEAM DBLE 2x10 SYP #2 HEADER TYP U.O.N. HEADER TYP U.O.N. L �� O 3 # TO EACH STUD W/ SIMPSON 1/2 CDX PLYWD SHEATH G WINDOW W/ 2x4 TRIM 2 SIMPSON LSTA30 STRAPS I I 1x12 CONT ALIGNED W1 FACE ON 2x6 STUDS @ 16" O.C, A35 ANCHOR W/ 12-8dx1 1/2" W/ 22-10d NAILS FROM OF COLUMN W/ 1x10 BOTTOM NAILS BEAM TO COLUMN CLOSURE ALUM FLASH'G TURNED UP �' VENTS IN VINYL SOFFIT 12" MIN BEHIND FELTS r y ii LOCATED IN GOOVES OF CONT. P.T. 6x6 POST W// "V-JOINT" MATERIAL, NOT O NOTICEABLE FROM BELOW , SIMPSON MT512 TWISTED FLASH'G OVER P.T. #1 2x2 1/4" n 9 1/4"x9 1/4" VINYL CLADDING-----_,_+ n STRAP W/ 14-10d NAILS WINDOW SILL W/ P.T. #1 2x8 R-19 BATT INSUL CONT WHITE VINYL OR ALUM SLIDING GLASS DOOR @ EACH TRUSS - SEE SCHEDULE R-19. BATT INSUL CONT BAND W/ KERFS 0 12 O.C. FOR RAILING SYSTEM W/ � DRAINAGE 5/8" TYPE X GYP BD STAT DECKING OR EQUAL E 2 5/8" TYPE X GYP BD 'RECTANGULAR PICKETS STAINLESS STL DECK SCREWS 8d NAILS @ 6" O.C. CONT SPACED TO STOP 4" TO P.T. 2x4 SLEEPERS NOTCHED 8d NAILS @ 6" O.C. CONT 8d NAILS @ 6" O.C. CONT CEDAR SHINGLES ON „ SPHERE & MEETING - I I FOR DRAINAGE OVER VULKEM �� 3/4 PLYWD STURDIFLR 55C LOAD REQUIRM'TS'► 0 WATERPROOFING ON 3/4" CDX 3/4 PLYWD STURDIFLR J 3/4" PLYWD STURDIFLR LAPPING 30# FELTS ON ON 16" DEEP TJI/PRO 350 J I I ON 16" DEEP TJI/PRO 350 ON 16" DEEP TJI/PRO 350 1/2" CDX PLYWD SHEATH'G „ PLYWD ON 2x10 SYP #2 JOISTS ,r FIBERGLASS SHINGLES ON u JOISTS ® 16 O.C. N (RIPPED FOR SLOPE) @ 16" O.C. /JOISTS ® 16 O.C. 12 JOISTS @ 16" O.C. ON 2x6 STUDS @ 16 O.C. PEEL-&-STICK PROTECTO-WRA +211_811 �� +21'-$u WATERPROOFING ON 1/2 CDX ro +21'-8" STNLSS STL FLASH'G OVER SLOPE 1 1/2 r \117 _ _ PLYWD ON TRUSSES @ 24" O.C. P.T. #1 2x 2 1/4 (RIPPED 2x6) N 2�-0 , 1 r r CONT RIM BOARD t ON P.T. #1 2x8 W/ KERFS @ (� SIMPSON GS20x38" STRAP ` ( :'_ }2" O.C. FOR DRAINAGE - EXTEND < < C -- j @ 3211 O.C. BETWN ALIGNED FLASH'G UNDER WATERPROOFING I CONT STNL 2ND & 3RD FI.QQR STUDS R-11 BATT INSUL CONT T&G 1x6 V-JT SOFFIT R-11 BATT INSUL CONT S5 STL R-30 BATT INSUL CONT 2x6 LEDGER GOVT W/ i6d EAVE DRIP OVER P.T. 5/8" TYPE X GYP BD CEILING , 1x4 TRIM 5/8'� TYPE X GYP BD CEILING 1x3 ON P.T. #1 2x6 - 5/8" TYPE X GYP BD CEILING NAILS TO RIMBOARD @ 8" DBLE 2x6 SYP #2 TOP FASCIA O.C. STAGGERED SIMPSON G020x38" STRAP 4. PLATE W/ SIMPSON TPP6 SIMPSON LU26 HANGER W/ @ 32" O.C. BETWN ALIGNED 3/8" MDQ PLYWOD SOFFIT DBLE 2x6 SYP #2 TOP AT EACH STUD W/ 10-8d DBLE 2x6 SYP #2 TOP 6-tOd NAILS TO LEDGER 1x CLOSURE TRIM CONT 2ND & 3RD FLOOR STUDS � W/ ROUND ALUM VENTS PLATE W/ SIMPSON SPH6 PLATE W/ SIMPSON SPH6 4-10dxl 1/2" NAILS TO TRUSS @ 32" AT STUD W/ 10-10d DBLE 2x12 SYP #2 SEAM @ 32" AT STUD W/ 10-10d STRAP NAILS 2 SIMPSON LSTA30 STRAPS 12'-O" NAILS i2+-8" @I 325 O.C. f!TWN"ALIGNED W/ 22•10d NAILS FROM 1x12 CONT ALIGNED W/ FACE DBLE 2xi0 SYP #2 2ND• & 3RD FLOOR STUDS DBLE 2x10 SYP #2 BEAM TO COL. OF COLUMN W/ 1x10 BOTTOM HEADER TYP U.O.N. DBLE 2x10 SYP #2 J HEADER TYP U.O.N. ( I CLOSURE HEADER TYP U.O.N. U CONT. P.T. 6x6 POST 'W/ WINDOW W/ 2x4 TRIM 11 11 I I CEDAR SHINGLES ON WINDOW W/ 2x4 TRIM C� 9 1/4 x9 1/4 VINYL CLADDING z FLASH'G OVER REDWD 2x2 1/4" i LAPPING 30# FELTS ON i FLASH'G OVER P.T. #1 2x2 1/4" ! rr WINDOW SILL W/ REDWD 2x10 I I 1/2" CDX PLYWD SHEATH'G N 5/8 TYPE X GYP BD ON O Cl WINDOW SILL W/ P.T. #1 2x8 RAND W/ KERFS @ 12" O.C. FOR ON 2x6 STUDS @ 16" O.C. _ BAND W/ KERFS 0 12" O.C. FOR '- 2x4 STUDS @ 16 O.C. 2xlO P.T, #1 CAP W/ SLOPED DRAINAGE 0 TOP SURFACE ON P.T. #1 2x8 I I PROVIDE 4" WIDE x 2" HIGH 0 DRAINAGE o co W/ KERFS @ 12' O.C. FOR STNLSS STL SCUPPER 9 coCEDAR SHINGLES ON DRAINAGE I I 6'-0" O,C, BETWEEN COLUMNS CEDAR SHINGLES ON O 3- 1 1/2"x16" MICROLAM LAPPING 30# FELTS ON R-19 BATT INSUL CONT CEDAR SHINGLES ON i SLIDING GLASS LAPPING 30# FELTS ON 2.0E BEAM 0611 O.C.2 ROWS 12d 1/2 CDX PLYWD 5HEATH G �--� DOOR 1/2" CDX PLYWD SHEATH'G R-19 BATT INSUL CONT } NAILS @ 6 O, STAGGERED ON 2x6 STUDS @ 16" O.C. 5/e" TYPE X GYP BD LAPPING 30# FELTS ON TREX DECKING OR EQUAL W/ 2 ON 2x6 STUDS @ 16" O.C. 5/8" TYPE X GYP BD LL AT EACH FACE TO SECURE 1/2" CDX PLYWD 5HEATH'G STAINLESS STL DECK SCREWS p� BEAMS TOGETHER - NOTCH 8d NAILS @ 6" O.C. CONT ON 2x4 STUDS @ 16" O.C. TO P.T. 2x4 SLEEPERS NOTCHED 8d NAILS 9 6" O.C. CONT ' 8d NAILS @ 6" O.C. CONT W SIMPSON CS20x24" STRAP STAINLESS STEEL "Z" FOR DRAINAGE OVER VULKEM STAINLESS STEEL "Z" n 7 @ 32" O.G. W/ 18-8d NAILS FLASH'G OVER P.T. #1 2x2 1/41' 3/4" PLYWD STURDIFLR WATERPROOFING ON 3/4" CDX 3/4" PLYWD STURDIFLR FLASH'G OVER P.T, #1 2x2 1/4" 3/4 PLYWD STURDIFLR (RIPPED 2.x6) ON P.T. #1 2x8 " SIMPSON HTT22 ANCHOR W/ , ON 16" DEEP TJI/PRO 350 11 TO BEAM & STUD SIMPSON MIT3516 HANGER. ON 16 DEEP TJI/PRO 350 PLYWD ON 2x10 SYP #2 JOISTS (RIPPED 2x6 ON P.T. #1 2x8 ON 16 DEEP TJI/PRO 350 1 " JOISTS @ 16" O.C. 5/8"x12" ANCHOR BOLT' W/ 0) a JOISTS @ 16" Q.C. W/ KERFS @ 12" O.C. FOR JOISTS @ 16" O.C. ! W/ 6-16d NAILS TO BEAM & W/ KERFS @ 12 O,C. FOR 32-16d NAILS TO 6x6 POST (RIPPED FOR SLOPE) @ 16 O,C. CO 2-10d NAILS TO TJI DRAINAGE +10'-2 1/4" +10'-2 1/4" DRAINAGE +10'-2 1/41;� P.T. 2x8 SYP t2 TOP PLATE \V r =� STNLSS STL FLASH'G OVER SLOPE 1 i/2" t P.T. 2x8 SYP #2 TOP PLATE W/ 1/2"x10" ANCHOR BOLT W/ P.T. #1 2x2 1/411 (RIPPED 2x6) ON W/ 1/2"x10"'ANCHOR BOLT W/ CONT RIM BOARD R-11 BATT. INSUL " u u r, P.T. #1 2x8 W/ KERFS �' 2"x2"x}/$" WASHER @ 24'► O.C. ^ r r 2x2 x1/8 WASHER 0 24 O.C. r , W/ SIMPSON C520 STRAP @ 12" O.C. FOR DRAINAGE i *- W/ SIMPSON C520 STRAP ^ : c# 32" O.C. -� SEL' NOTE A - ® 32" O.C. - SEE NOTE A � R-19 BATT INSUL CONT P.T. 2x8 SYP #2 TOP PLATE STUCCO ON GALV, RIBBED L R-11 BATT IN CONT R-11 BATT INSUL CONT 1/4" STEEL COLUMN CAP 8"x16" CMU/GONG TIE BEAM 5/8" CEILING GYP BD W/ 1/2"x10" ANCHOR BOLT W/ 5/8" TYPE X GYP BD CEILING 8"x20" CMU/CONC TIE BEAM 5/8" TYPE X GYP BO CEILING 8"x8"x3 5/8" WIDE TO 1x4 TRIM RECEIVE 3 1/2"x16" BEAM + 2"x2"x1/8" WASHER @ 24" O.C. W/ 2-#5 TOP & BOT CONT W/ 4- 1/2 DIA THRU-BOLTS W/ 2-#5 TOP & BOT CONT u PRECAST CONC LINTEL W/ SIMPSON H3 TO EA JOIST P.T. 2x8 SYP #2 TOP PLATE SIZED FOR OPENING W/ 1/2"x10" ANCHOR BOLT W/ SIZED FOR OPENING SIZED FOR OPENING 2"x2"x1/8" WASHER @ 24" O.C. f 8"x.16" CMU/CONC TIE BEAM W/ SIMPSON CS20 STRAP 1/411 1 P.T. 2x8 W/ HEX HEAD ® 32" O.C. - SEE NOTE A P.T. 2x8 W/ HEX HEAD 0 P.T. 2x8 W/ HEX HEAD W/ 2-#5 TOP & BOT CONT I _ " o TAPCONS 0 8" O.C. AT ' TAPCONS @ 8" O.C. AT TAPCONS @ 8 O.C. AT ALL SIDES OF CMU OPNGS 8"x20" CMU/GONG TIE BEAM s ALL SIDES OF CMU OPNGS -a ALL SIDES OF CMU OPNGS -' W/ 2-#5 TOP & BOT CONT I r (� - IL N WINDOW W/ 4" STUCCO TRIM rn EXTEND STUCCO ON FOAM WINDOW W/ 4" STUCCO TRIM O WINDOW W/ 4" STUCCO TRIM O w 4" DIA PIPE COLUMN FILL TO FORM ARCH AT I O CO O ap SIDES FILLED U-BLOCK SILL COURSE J I FILLED U-BLOCK SILL COURSE } FILLED U-BLOCK SILL COURSE }- W/ #4 CONT ~ I W/ #4 CONT IL W! #4 CONT !L ,; 4" CONC SLAB 1 STUCCO ON 8" CMU W/ FILLED STUCCO ON 8" CMU W/ FILLED STUCCO ON 8" CMU W/ FILLED Ua STUCCO ON 8" CMU W/ PILLED CELLS W/ ]-#5 PERT W/ 12" CELLS W/ 1-#5 VERT W/ 12" CELLS W/ 1-#5 VERT W/ 12" 7 CELLS W/ 1-#5 VERT W/ 12" 12!'x12"x1/4" STEEL BASE! HOOK AT BOT TO WITHIN 3" Z11211 GYP BD ON P,T, 2x2 HOOK AT BOT TO WITHIN 3" HOOK AT BOT TO WITHIN 3" 1/2" GYP BD ON P.T. 2x2 HOOK AT 50T TO WITHIN 3" 1/2" GYP BD ON P.T. 2x2 PLATE W/ 4- 1/Z"x10" OF TOP OF TIE BEAM AT FURRING W/ BATT INSUL OF TOP OF TIE BEAM AT OF TOP OF TIE BEAM AT FURRING W/ BATT INSUL ° OF TOP OF TIE BEAM AT FURRING W/ BATT INSUL i ANCHOR BOLTS CORNERS, ENDS & 48" O.C, AT GUEST ROOM EACH CELL I CORNERS, ENDS & 48" O.C. AT GUEST ROOM CORNER$, ENDS & 48'� O.C. AT GUEST ROOM n CONT VINYL STUCCO SCREED " O 4" CONC SLAB W/ /51-011,(51-0110-011 CONC CONT VINYL STUCCO SCREED 4 CONC SLAB W/ CONT VINYL STUCCO SCREED 4 CONC SLAB W/ I CONT VINYL STUCCO SCREED 1/4" COLUMN FpOTING W/ 6x6 W1,4xW1,4 W.W.P. I STUCCO WASH DIRECTLY 6x6 W1.4xW1.4 W.W.P. n 6x6 W1,4xW1,4 W.W.F. ti o 4-#5x2'-6" EACH WAY STUON CCO WASH DIRECTLY +19.33' +O'-O" STUCCO WASH DIRECTLY ON CMU +19.33' + ' " STUON CCO WASH DIRECTLY +19.33' +0'-0" • FINISH GRADE - SLOPE NG _ -- . —�- -+- NGVD) _ r r r r r r r�r r r - AWAY FROM BUILDING • �r r VD) _ +r NGVD) � � � • FINISH GRADE - SLOPE! rrrr , r�ir ri rr�Urirr�r�rr ri4 r r r r r r r rrrr , r rii��r��i�'i�i r `; FINISH GRADE - SLOPE ,r r r r rri rir�ri ri�ri rii�' ! ii ' a r�r AWAY FROM BUILDING ;, �� rr\\�\`r �i r rr rri�.(ri r�i r�r, ,,. AWAY FROM BUILDING � k / / / / / / ./r / / / / �L �Y Y � r r �'/, r r • ,r r r r r r�i, r r r r< • .. Y' r r �. r• r r r r� r r ,r r r r r r r r r , r r,•(i,�r �ri�ri rrrr ; /moi. r .� /i:�i�r�r r�i u r, Q r r rr ►� , rr _ iir, , . , r r. iii r r r ri ri r ri r r ri rr ri 24 x12 GONG PTO W/ .. 1. }- 24 x12 CONC FTG W/' .. 24•x12 CONC FTG W/ �� +` .. d -�:},\/IM r�, 24"x12" CONC FTG W/ '. t w U'F- r�r r� i, .. ' U'F-��rrrr 3-#5 CONT 3-#5 CONT �� 3-#5 EACH WAY -#5 CONTE r\X BEYOND �. \ i. y ���rrYr r r EN/R1v> , 1 WALL SECTION �, WALL SECTION _ � 3 WALL SECTION 1/tri 1'-0►i 1/211 1'-q" 1/211 1r-011 i �15 A6 A6 NOTES: STEELE BEACH HOUSE 1. ROOF SHEATHING TO BE 15/32 MIN. STRUCTURAL 1 r, ,,rr � W/ 8d COMMON WIRE` NAILS @ 4" O.C. 0 ALL EDGES & /�7'f BEACH AVENUE �. 6" O.C. @ INTERMEDIATE SUPPORTS, ATLANTIC BtACH, FLORIDA 2. ALL. WALL SHEATHING SHALL BE 1/2" CDX PLYWD W/ BLOCKING AT EDGES, W/ 8d COMMON NAILS AT NOTE A: PROVIDE SIMPSON CS20x48" STRAP @ 32" O.C. WRAPPING P.T. Fisher & Simmons Architects,, Inca 3" O.C. AT EDGES & 6" O.C. IN FIELD. 2x8 PLATE I Od NAILS INTO STUD N PROFILE SHOWN W/ 8-i SEE SHT A2 FOR SHEAR WALLS & NOTES. 15108 Second Street South Jacksonville Beach, Florida u 1 4" V 3. GLUE & NAIL ALL 3/4 STURDI-FLOOR PLYWD SUB-FLOOR SHEATHING W/ 10d 1 5/8! COMMON WIRE (NAILS @ 4" O.C. EDGES & 6" O.C. FIELD. INSTALL SOLID � 3/811 � ��„ 0145 �,�, TS �d JWTS ��,.2/26/02 6 9 BLOCKING BETWEEN FLOOR TRUSSES AT ALL. BEARING WALLS & SHEARWALLS, x .r� TOE NAIL BLOCKING TO DOUBLE TOP PLATE W/ 120 NAILS @ 6" O.G. C520 PROFILE • 4. ALL EXTERIOIR FASTENERS TO BE STAINLESS STEEL. SECTIONS A6 7 _ f 1 jj 1 I I I _N IU ¢ O U j y W W V 0 �. U W . J tifo 6/12, 1 z N C4 Ci Q cv t31 De}�. YRLa55 } } U N H N Nti L9 N_ N i to i r W O U DBLE TJI O U -� Q (j I, O O 'n N �-q� y±2-FT 1/4"/FTS 6/12 E ...1 2x1 „J I T g a Q W RIDGE! Q P.T. 2x10 a LEDGEW R ® 1 O g �[ _ O a N X m p W 0 V' ILJ m >_ W __ m N Z F- � w }�- N xLJ cn DBLE T J 1 `� co N x 6/12 N O N — X O - N W ROOF TRUSS TYPE B 0 (] a 24" O.C. U N \Y/10 fli II W 4 4. Y S G L `Ytvtl 5 a N ,Z 6/12El O ,Pv El O >r ' 2-2 12 SYP #2 2-2x12 SYP #2 A B : BEAM 2x4 OUTLOOKER 9 2411 O.C. ,. THIRD FLOOR ROOF FRAMING PLAN THIRD FLOOR FRAMING & SECOND. FLOOR ROOF FRAMING PLAN 1/4" 1'-0" p 1/41 11_011 t M UPLIFT CONNECTION HARDWARE (ALL HARDWARE BY SIMPSON) 12 STRUCTURAL NOTE-5: 1. 3RD FLR TRUSS (3 POINT BEARING) TO 1-MT512 W/ 14-10d 12 1/4 -?1/4 12 1. ALL LAPS IN TOP PLATE SHALL BE A MINIMUM OF 4'-0" WALL/BEAM 6� �6 NAILED" W/ 12�-16d COMMON NAILS. 2. 3RD FLR BATH/CLOSET TRUSS 1-H16 W/ 12-10d 2, ALL CONNECTORS ARE SIMPSON STRONG TIE OR EQUAL (U.O.N,). (2 POINT SCARING) 3. HEADER STUDS b HEADER CRIPPLES SHOULD BE NAILED 3. 2ND FLR TRUSS TO WALL 1-H8 W/ 10-10d r TOGETHER AT 6" Q.C. W/ 16d STAGGERED. 4. GIRDER TRUSS TO WALL/BEAM 2-HTS24 W/ 20-10d 4. ALL WINDOW AND DOOR COMPONENTS MUST CERTIFIED TO - 5. JACK TRUSS TO GIRDER, TRUSS A35 W/ 12-8dx11/2" '51-211 81-211 (51--611 � WITHSTAND A 110 MPH WIND LOAD, 6. JACK TRUSS TO WALL 1-MT512 W/ 14-10d 5. ALL HEADERS ARE 2-2x10 SYP #2 UNLESS NOTED OTHERWISE, 7. HIP TRUSS TO GIRDER TRUSS A35 W/ 12-8dx11/2" 29'-411 2-2x12 SYP #2 AT FIRST FLOOR UNLESS OTHERWISE NOTED, 8. HIP TRUSS TO WALL 1-HTS24 W/ 20-10d - 6. INSTALL HOLD DOWNS AT SACH END OF SHCARWALLS9. 2ND FLR TO 3RD FLR STUDS 1-CS22x3611 t# 32" O.C. W/ 22-10d TRUSS TYPE A AS INDICATED (SEE NOTES AT SHT A2). 10, 2ND PLR STUDS TO CONIC BEAM 1-CS20 32" O.C. W/ 14-10d 7. SEE WALL SECTIONS FOR ADDITIONAL ANCHORS AND STRAPS. ri 11, DBLE PLATE TO STUD 1-SPH6 0 16 O.C. W/ 10-10d - .. .12. SILL. PLATE TO STUD 1-SPH6 0 16" O.C. W/ 10-10d 12 13. WINDOW/DOOR HEADERS 12 12 br-- UP TO 3' WIDE 1-MSTA24 CA SIDE W/ 18-10d 31+ TO 6" WIDE 2-MSTA24 EA SIDE W/ 18-10d c /� cc j 61+ TO 10' WIDE 2-MSTA36 EA SIDE= W1 26-10d 7 T L BEACH H M 0 U a 12'-6 BEACH - AVENUE 21-011 8,-8u 2 - 2 - 2 �$��' ATLANTIC BEACH FLORIDA g TRUSS TYPE B TRUSS TYPE C E Fisher & Simmons Architects, Inc. Jacksonville Beach. Florida RU o lOH S Street South C000138 T 55 NOTES: 16 -2 7�1B 0 8 a I 1, DESIGN TRUSSES FOR 110 MPH WIND LOADS PER CHAPTER " 904 4 a 161 STANDARD BUILDING CODE, ALL TRUSSES TO BE oortxn 0148 drwn TSd JWT9 dat•2/26/02 5 9 ; > ` CERTIFIED BY MANUFACTURER'S REGISTERED ENGINEER, � 7 10.�r \40 C � 2. VERIFY DIMENSIONS OF WALLS UPON WHICH THIRD FLOOR 8eA5 TRUSSeS 55AR. ROOF F=RAMING PLANS 1. it y III i Hall C. OUTDOOR. 41_gi� 301_011 SHOWER 1-01 :. 10'-ply 21_011 H.B. ua ry r, r, rti r� r� r7 r, r r r�r _ LJ LJ L LJ LJ L J L LJ L J l-, .. _ r- -r ^ ' r • - yL J L O 4 J L J L J L J' L J L J L J L J {,J L L J L J L r^ r- -I Iq-4 _ f- L- L. F' ,,. _ I I - - - - - -- - - ..,. ._.. ..— _ — —— _ — � � — _ _ — — _... — L_ N SIMPS0N HTT22 HOLD L II DOWN 1N/ 5/8"x10" ANCHOR ryl I I 181-8'� BOLT TO CONC TIE BEAM & SII I . 32-16d NAILS TO LVL BEAM I { I 16"x12" DP. THICKENED SLAB W/ 2—#5 CONT, O I I FOOTING' "W/O3-#5 EACH A rel I N I WAl' - FILL ALL 5 W LI I II W CELLS W/ CONC & 1-#5 _ I I VERTICAL , ®+01-0" i_ 1 31-0"x31-0"x1'-O" CONC > r,l I W/ 4-#5 EACH allJI /FOOTING WAY - SEE 3/A6411 DIA PIPE' - c+ COLUMN I i I I �T �_ - r r 4" C NC AC I I 4 I SLOPE 5LAB 2►1 I IC_ r- L COND PAD Q r r r, H O SET " ABOVE I I I I L LJ LJ L. GRAD ( (Y cn I qC I I I H.F3. 121-1011 I 1 I -0'-5 1/2" 1 u L 2 SIMPSON MST27 STRAPS 1"- C 1/2 I ~ 16"x8" THICKENED O N - I � W/ 30-16d NAILS FROM co I I EDGE W/ 2-11~5 CONT I .- BEAM TO 4 2x4 STUDS �n rn P.T. 2x10 & SIMPSON HTT22 HOLD DOWN W/ S'Xf�`Af�C RO P-10" r I I I LEDGER BOLT TO FOOTING & 32CL - I I I u r n 1 u r, r, r- 16d NAILS TO STUDS a. J 3-0 x3-0 x1 -O THICKENED r, r, r, LJ ._ :. J _ .._r, 1 I I I SLAB W/ 4-#5 EACH WAY LJ J W L. J I L J 4-2x4 STUDS r L-1 ( I .— _ _. — — _ — _..- __.. _ _ ...,. ._... � r r � ( O r r, r r V I IL_, L L N �{ LJ co I I I L � r ..... _ — _ ... — — -— — _ — — 12x1()—i 2x1 J I T I I I L _ a O w { 1'-8"x1'-8"xi'-011 THICKENED +01-p" I '-gu O x X �. r,l I I SLAB W/ 3—#5 EACH WAY I i r, N 2'-0"x31-9 uxlrw0,1 CONC LJ O':, u 1 O FOOTING W/ 3-#5 EACH O L,L _ _ `J L� I I I 4" CONC SLAB W/ 6x6 W1.4 I -- -T- WAY - PILL ALL 3 io xW1,4 W.W•P, OVER 6 MIL VAPO �-- --- -- I °� CELLS W/ CONC & 1-#5 L BARRIER ON CLEAN, COMPACTED, P.T. 2x10 Ll L�-J� TERMITE TREATEa FILL I 1 VERTICAL LEDGER i I jr- _ awl I 8" CONCRETE BLOCK ON I lL L J L ` I . 24"x12" CONC FOOTING W/ I I � 3-#5 CONT _ cA OLLr- .Q LJ r rIIL1 L' L_FILLED CELL W/ #5 VERT. 1 I cy N 9 ALL CORNERS & ENDS & 1 I — ILU � ) I + 1-0" �� I LJ C�I O I ( 3'-4"x3'-4"x1'-0" CONC ; FOOTING W/ 3-#5 EACH WAY - FILL ALL 5 CELLS W/ CONC & 145 VERTICAL L_ r l I L I I r, LJ ---- J 1 I 1 1 L_ L r, �� — —• �i _ _ r7 �,_. ��i � � Fi_ r� _ "- _r-1 ; � _ -Jr, r r, r, L J L l L J L J L J L J L J L J L J L J L L.,. L J L J 4- - •' N i 3pr_pu —O ► 91-0" 2'-011 nit 2x8 SYP #2 JOI TS . 9 1611 O.C. THRE DED ' THROUGH TJI'S . y . FOUNDATION PLAN SECOND FLOOR FRAMING PLAN 1/4" a 1'-O" 1/4" a 11-011 y Y w SEE SHEET A5 FOR UPLIFT SCHEDULE & NOTES. STEELE BEACH HOUSE 1114- . BEACH AVENUE ATLANTIC BEACH, FLORIDA Fisher & Simmons Architects, Inc. 15108 Second Street South Jacksonville Beach, Florida 0 904--247-1800 AA 000138 oor+Y„ 0148 drwn T3 OAd JWT3 dor.2/26/02 4 9 .h. o FOUNDATION & SECOND A4' FLOOR FRAMING PLANS • , 12 1 1 1 1 ,- - Y - ,__-r..; r- r_ , ? - I �_.4- 12 T 1 '- if omr4-7"�i- 7-_-C=�`_ I,L_ .. ! 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II I I I ,1 II I it f t II I 11 11 11 I I '1 1 I ,� y -� � �,..-+ -.y,..1�_ 1r._1-��...1.�,_����.,����.+: .�w. ..... _,,.-....,-:��� ;y.�.�-.l.,y.�l.,,�-...;,1....r1 -.....,1,'.-..11_�-�,...f� y,.j1.._.�.l.,t..l-.� 1 1 { I I I I I 1 1 1 i, ;I l l l r t I I !1 I, , , I i , t 11 , ! 1 1 I I 1 t t r I, 1 ,1 1 I I I I i t i t .l ;I I , - LJ STUCCO ON CMU STUCCO BAND / ! k / 9 +14.0' tim NORTH ELEVATION WEST ELEVATION s STEELE BEACH HOUSE 1%14 _BEACH AVENUE ATLANTLC 5f5ACH, FLORIDA ,. Fisher & Simmons Architects, Inc. m 15108 Second Street South Jacksonville Beach, Florida 904-247-1900 AA 00001313 x aotYxrl Q148 drum Tyr chkd JWT9 dot.2/28/02 3 � 9 Ott ELEVATIONS L ATIONS A 3 ..• s A6 43'-ptiA6 3pt-q11 6t 6i..gu 6ipir V-411 21_311 21-311 .. . 1i.q,3/u 6► o3r2u Su rJr_g3/V b6" 241, GLAS�OK - SEE ELEVATION _ SW- TILED SEAT SW-1 TW2 0410 !t SW-1 SW-1 — — _. — _._ - FACE OF WALL BELOW r i BOOKSHELVES Q N L __ROD SHELF =� _ A EFF ____ SHWR N t--------_ STER O Q Q O I�. `� i t------ --------- O 3 Him—, I RANGE W/ `a 1> I W 0 cn . I I ' ALIGN W/ WINDOW _ cQ II CLOSET LAUNDRY DOWNDRAFT VENT �7 I , , MULLION W � � N Ji i CARPET � � 2811 ' KITCHEN w _ '-�3/8 3 u TILE DIS 3 I NII U PR 28" BIPLD GLASS SHW�� 0 N r t WALL W/ 2 OPNG IQ Q SII ACC I w BAR ---- ~ �w p i i 3'_p�r MAST LE TER BATH =� OFFICE CtI, _ D 4 I I 4 o STONE I o 7 I� �, I I J 7 n J i O ¢ ____ ' I f ' ----- ---------- 0 264 t9 O I ROOP I L- `= 3 NF- _.� �" i d] ANTR REF_ D�� O N I --_____. _________ ________ \o I - OVNS ' I ROD SHELF - 30" ' i 21-81 _T _ —T_. U Q -_ SW-1 a __ I -- T __ _ Sw — . P-O o I _ _ v _ z - _ -- ----_.. - , t e� O AC- �__ O II - I}} r ¢ Q BATH 2 q�,.. _� �__ _.__ _ I sw- �_ - -:. [V -- .— ___. ...__.. -RIPPEDCL 2x10 STUDS - 3011 MASTER - O d' _- _ �._ _ O O HARDWOOD _ r �.---__ -- 0 PORCH �. C-4 DN 17R 0 7.191, �. . _ io DN 19R 7.25" TRE7r DEeK- — , , _._� _ �_ _ _. -_- _ . �- co r 72" CASED DPNG ao LIVING/DINING _ _-_ -PORCH__.__.__ .� ___ rJ ! __ - VINYL CLAD N STONE T_ _T-R X-DEC ���_"W T --- VINYL CLAD COLUMNS - 36" HIGH -- COLUMNS - SEE A7 = 1- A I N W �� -_. T .. Y. __ _�� �� _. SEE 2/A6 - TYP. FOR 7 A7 ¢ ROOF ALIGN W/ WALL I RAILING -: :- 2/A6 - TYP. d' B L UP 19R @ 7.25 iz) FOR 7 7T 1 " 5' 1 u - -_N _. - BEL0WROOF �_ ._..____ _ �_�----- . _ . . ..� ._ O RIPPED 10 .- -- -- - ED 2x10 STUDS . o N } _...--- ---- -- O 3 cv ....�.... � _.... _ .___— ___.._ I PR 30 PCKT , 7. 1 o N __ _ m _ 36HIGH RAIL MEDIA ROOM _ _ - _ w . __—_ _ , I-� ROOF 'IJU ; i SITTING/EXER - _ ;n STONE �' -- __ _. . __... - - - ,__. _ _ ,� I� CARPET N --- w COP N O _ t0 _— w _ ----- J - - - , TV ir) a 48" DIRECT-VE T r _ - - ___. _ i� (WIRED FOR SUR- GAS F'PLACE _ __.._ _ � I E OF WALL BELOW _ . .. .. .. -- ROUND SOUND) _ _ - i� r PAC -- __ r , -�---� SW- TW21 410-2 SW- �y TW21 4 O TW2 410 W2 42-2 SW- r.. 9:)/a , 8x_811 '-9 /at '_93/B' O --DN--17R- IL N -17R- _ _. 121,811 17'_4" 12'-011 - 3 9 61-011 11+ i_ u � u 17'_4" A6 2'-4'1 301_01, o 1 � A6 THIRD FLOOR 1/4" , 1'-O" SECOND FLOOR 11-011 SEE SHEET Al FOR ADDITIONAL NOTES. I SEE SHEET Al FOR ADDITIONAL NOTES, I 6 LEGEND i SW-1 SHEARWALL W/ 1/2" COX PLYWD SHEATHING j ON 2x6 SPF #2 STUDS 0 16" O.C. SECURE W/ 8d COMMON WIRE NAILS 0 3" O.C. AT EDGES l I b 6" O.C, IN FIELD. INSTALL SPP #2 BLOCKING 1 AT ALL HORIZONTAL JOINTS. INSTALL 1 SIMPSON HTT22 W/ 5/8"x12" ANCHOR BOLT b W/' 32-16d NAILS TO STUDS AT EACH END OF SHEARWALL SEGMENT TO CONC TIE BEAM BELOW. SW- SAME AS SW-1 EXCEPT 1/2" COX PLYWD SHEATHING ON BOTH SIDES (EXTERIOR & INTERIOR) OF ff 2x6 STUD WALL, 1 SW- SHEARWALL W/ 1/2" COX PLYWD SHEATHING ON .2x6 SPF #2 STUDS 0 16" O.C. SECURE W/ 8d COMMON WIRE NAILS 0 3" O.C. AT EDGES & b" O.C. IN FIELD. INSTALL SPF #2 AT ALL C i NSTALLGI SIMPSON HC516xO46 HORIZONTAL YW/ 22-10d S T E E L E BEACH HOUSE i NAILS AT EACH END OF SHEARWALL SEGMENT BEACH AVENUE i TO MICROLAM BEAM OR STUD WALL BELOW. ATLANTIC BEACH, FLORIDA SW- SAME AS 9W-3 EXCEPT 2,_ SIMPSON C516x46" STRAPS W/ 22.10d NAILS AT EACH END OF SHEARWALL. Fisher & Simmons Architects, Inc. , 15108 Second Street South Jacksonville Beach. Florida NUMBER OF FULL HEIGHT 2x6 STUDS TO USE _ AT EACH SIDE OP .HEADER. USE 2 MIN 4 2471800 AA 0000138 E G � 90 TYPICALLY UNLESS NOTED OTHERWISE`. comm 0148 d,. T$ chkd JWTS dT,.2/28/02 2 9 SECOND & THIRDA2 FLOOR PLANS T111 3 0" H OUT 0 2 1 01-oil 1,21 4 Slim 04 0 H R L + 'Sne`xv,�w, =7 0 0 j 7 A C U 7 1 9:Y411 r 0 (2 C NT RA4, 5 I e 21" $T C P ACUUM CA `vAT F_R' > 44 DIA P I P 1! A lu t,, b'QFTNR, /CQLUMN SLOPL S LAD 2a c I III V I ; I-. I - . . I - - ' ' I I . ,I ,1, (GIARAW $TUB-OUT WH I C 9 NC R e T L FOUND NAIL IN WEST See R.' FUTURE OF WOOD POWER POLE WASH 1!R 4 E4EVATION-12.70 N,Q.V.D. (1929) 2 01-0i 1yals H,B:1 lu 41k CQNC 0 R I V.E!, 4 3',011 1 w" po*w Mx $eTBACK- FUTQR 0 LNDRY N 8T29,'00" E 100-12 TI4,e i T lu > ---------- 5 STORY , 4 R t!S 10 r,N C V. CONC .0 6t lwllll!; zi 0 4-20 STUPS DRIV5, 0 > AL-I G N .......... x y x 1(�4 I 0 co 'LP CA) _71i VT I I)Jrl 0 GAWARY 30I.all UP 17R 7.190, -4 TILM, T DAC c: , 0 CQ C, CONC A 10 FrI, N CL 0. x 341-7V N8 ---------- S 43*05'00* W J!T5ACK PR *04 P 3 G? F?AbiUS=26-0(Y .3 p I 1 :2 R W' or UK 0a hil to di 14* OM co 0 (0 to C4 -WO i9 W 73.a GUeST 2 px 4 TILd' PATIO 0 49 CONG WA�K GU43 TH' JL: 1 8TW. STREET , TILC! 60! RIGHT OF WAY (PAVED) W-4 1/2u RADIUS` t 12'- 41711 41- 11 r ............... LOT A BLQCI( 1. BEACHSIDE, AS RECORDED IN PLAT BOOK 42. PAGES 114, 14k 148 ORIDA. 141Z QF- THE CURRENT PUBUC. RECORDS OF DUVAL CMNTY. 'FL ANEY 0 P 17R*7.19' b'410r2 A�t TW2 MO-2 I PLAN oil 01. :1/4U 21' _y*ll -211 2'- V1 201-011 71 i2l 0 f IRS ,T FLOOR 11411 It-0 1 aW Ap p 41 NL WOOQ FRAM12WAW. Cffy Of Alti N 1!W, 8L11 C M U WALL L W/ I-# T Ap NOTLOS: 1. VF-RIFY ALL, D IM f!N S 10 N S. 2,, ALL, DIME!NSION$ ARe TO FACP_ OP 5LOCK, FACa OF PLYWO, S 'ATHIN01- OR CeNTERLINe OF INTCRIOR PARTITION UNLr_55, HL OF STUD. OTH4RW.I$B N.OTt!D.. 1=05 FACL 1!ATHeRSTRIPPINQ AT A4L, 3, PROVIDI!, WeATHeR D 4 W aXTI!RlQk, DOOR4.' L 4. ALL E!XTI!RIQR WINDOWS BY ANPP-RSE!N. A�L I!XTF.RIOR DOORS. D COASTAL CODE: WINDOWS TO Met!T 110 MPH WIND $PF Rr.QQIRr.MI!NTS; AReAs.': STAND�MD 15U.ILDINO CQQej -WIND LOAD ReQUIRI!MeNT$ Ofm THL IST 1FLQOR CHAPTCR 16 FOR 110 MPH WINDS 2Na FLOOR , 1885 SYP NO 2 KD iSPID), SHALL BL 0., A�L TIMBI!R FOR BF-AM5, JOISTS, & COLOMNS 3RD FLOOR 1076 ALL TI LL HA)le A OR APPROYCO; P-QUAL, STUDS CAN 5f! SP12 NO. 2. 'D 3401 SP MAXIMUM MPISTURe r,ONT1!NT Os 199. OOQ � SP POR 3 T E E! L E B E A C H H 0 U 5 E -ACH A U 6 'fly -WOO BC VEN 'ATLANT IG 13E!ACHl F 1,ORICIA ish Simmons Archit6ctEi, F er 15100 Secoud Street South J1kckajav:UI*. Beacbi norld AA C000138, 904-247-1800 drwn TS cptAd 0148 jwTs 21:16/02 can" I R 5 1 T E! & T =rl R 7 ORY 0'T J� r_AQ 3 4' 7 A SeT5AC K N