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1827 Ocean Grove Dr - 2011 r6 PROJECT INFORM I A4 V4 441-011 2 If 441-011 ZONING: RG 131-811 501-411 FLOOD ZONE: X NO PROTECTED TREE A 7/a I 1 91-1011 91-1011 51-4%" 1 11 101-011 11 11 41-2 ' 101-1% 9'--9 Y2 11-21 APPLICABLE CODES: BUILDING CODE RE W/ 2009 AMENDME BUILDING HEIGHT: 5v (FROM EXIST GRAID HIGHEST POINT OF 0 ........ 4 AG FA1jSE COLUMN AG 61-1011 INDEX OF DRAWINC- 2es6SH 26509H 26-569H LO 'd f4l Al F OR PLANS OSH A2 ATTIC & F_ E A 0-r t 1�r 'irR 56llxS4ll A5 SITEPLAN & r= _j vq RN A4 FOUNDATION PL 11 AS FRAMING PLANC% 9 1 3: A6 SECTIONS 0 A7 ELECTRICAL PL z WRAPPED P.T. 6X6 ve POSTS IL 3: j PORCH to MASTER �001-81IX151-011 0 0� 91 141-011xl6l-Sll MD x CONC J 0 1 CARPET 011 ell PLAY STUDY 281-611x121-1bil 121-711x121-811 w CARPET iL FALSE COLUMN CAPPff� 2 11 41-11ya e) J 91-101, 91-101, 5 -4 3/8 0 PR 30115IFLD lo 2-3 PR 5611 FRNCH 1, 3211 CL I -RIX PR 56"x9611 FRNCH X ---------:::::::zz: ro r J DO 51-,9)2 ?411 0 32 1 C*4 101- J 0 11 F rm 1 71-60 5/411 t-8y4t-8XI, x 5TLQ5 4211CASD %0_2 7-2%11 N of 0114 J C7::) L3 CKT' 0 BEDROOM 10 LOFT 141-011xl2l-O" x 01 0 0 121-4"xl2l-411 CARPET r--------------- I :Zzz=---Zzz I 0 SIR I r------------- CARPET 0 ACCPS ell 0 U1 BATH 3211 Go 0) 04 TILE \A6j I CL C4 r 3211 CL 1. 41-011 61-4VI 91-13W'j, 61-110/8 . #_ 5ek I've 661-1011x7l-511 al- lix 4 C14 ell REF 0 IL---------- - FAMILY C14 U_ L-------------I— ROOM -7— ell :5211 co 181-011x201-911 KITCHEN/ 1 %4- 1 2811PC 04 WOOD BREAKFAST -.j I --------- 5011CA ec ----------------------- 121-511x201-911 J TILE N co r------------------- (0 J GUEST DISP GAS CARPET SUNTUBE ir------------------ =1 - 11 x j 121-011x121-911 COOKT CARPET Cq0 2811 CL TILE 0 MASTER C0 61-511X51-71 V_ x 1 (0 BATH 1 (3 1 0 CARPET 0 EXIST :5211 281 CKT LAUNDRY ro WELL 8, TILE! 8'-411x8'-2II .6 281IPC to DW PUMP TILE % L X 0 L DBLE Cf) 4'-37/gil 31-3Y211 41-1011 161-411 �__u OVNS 0 10TO1011=61-811 x I IIPCKT 32"CASD 00 0 WR ir 0 PR 50" IFLD 11 r--zzzz::- J 300 A C-4 N 2*5 STUDS 0 STU OlIx LIN TILE V_ CL F 0 0 OUTDR J On 0 0 AC-11 3211 wl- SHWR PNTRY I N 28IIPCK C-4j 0 -UP 1SR 51_21lx BTLR'S ell -UP 1 & J 07.25" x I a- e) C*FA CE Or PLY'VD__2_xa 0 CL 51-011 PNTRY r r 07 1 1 L tHEATHIG OD TILE — ' 11 41-71�c 281 CKT CD 0 2040SH 0 0 1 %0 11 1 CD 9-1011 x J C-4 CARPE TILE IRA- J (3 V-4' �DN 'w- 0- L 2811 3211CASD _IV Q 0 E J i 11 51-6%11 rol-03/4 11 N J 28IIPCKT X6 1, PACE! OF P�l RE 1i PLYWD bluub r 3211 4.4 SHr-ATH'G 264 SH 26+ SH 1-1011 01 j 7T0101115 11 1211 DIA PERMACAST TUSCAN COLUMN 7'-5%11 h2l, 41-7Y2" 4'-7X" ),-jolt -03 Io 0 FOYER 41-011 L +-OYall /411 CO (NON-LOADBEARING) 0 X0 MUDROOM 71-2"x'101-511 i TID-5 2 %00 -':*-321lxSOII 10'-01"Ag'-O" p aD 4A lu TILE 321'PCKT ................. w- DINING IL BEDROOM IL AL 121-011x141-111 J 141-OlIx121-011 TILE! C4 CARPET V_ 17 1( V_ ------ co 00 00 _j 1 19 L 011 ROOF 0 (b PULL-DN ATTIC . . 0 J J BELOW > ACCESS LADDER C14 < 0 ^7 . J -S 2-26 OSH F""T' T w T" T' F- I ��4 ell 71-roll 71-roll I L 1 q'F-w ILI R if T I- GARAGE to CD 221-111lx581-011 13'-6Y2 151-011 I I OAVEIRb I f -- ---- - I r --f- ! j N I T-� ......... 'T r lu L—L—L AREAS; FALSE HALF.-Z 71-011 11toill 1ST FLOOR COLUMN *1 11 2NDFLOO1 lul .1 \PERMAWRAP CRAFTS- SLOPE 211 MAN COLUMNS OVER lz TOTAL ACI _j 1-2tl 51..011 NOTES: 1. V1!RIFY ALL DIMENSIONS. P.T. 4x4 POSTS 2. ALL DIMENSIONS ARE TO FACE OF �LOCK, FACE OF PLYWD. SECOND FLOOR GARAGE SHEATHING, OR CENTERLINE OF: INTERIOR PARTITION UNLESS a 11-011 FRONT POI lu + 1/411 REAR POW lu 0- OTHERWISE NOTED. FOS - FACE 01' STUD. BALCONY 3. EXTERIOR 1ST FLOOR DOORS ARE 81 11, EXTERIOR 2ND FLOOR DOORS ARE 7'-011. ILI J 0 0 K7 04 1 w T- 0- 4. ALL EXPOSED EXTERIOR CONNECTOR3 & FASTENERS TO BE STAINLESS sreEL A516.: \�,A4., 5. PROVIDE WEATHERPROOF THRESHOLD'S & WEATHERSTRIPPING AT ALL EXTERIOR DOORS. JOYCE RESIDENCE ILI 6. ALL NEW EXTERIOR WINDOWS & DOORS TO MEET WIND PRESSURES > 1827 OCEAN GROVE DRIVE < FIRST FLOOR INDICATED ON SHEET A5. fL z 7. ALL EXTERIOR WINDOWS & DOORS TO HAVE IMPACT RESISTANT GLASS ATLANTIC BEACH, FLORIDA 18lx7l OVERHEAD DR 1/411 n 11-011 OR PROVIDE WIND-BORNE DEBRIS PROTECTION FOR NEW GLAZED OPENINGS MEETING FBC R301.2.1.2 (7/1611 MIN P WD, PRECUT, W/ ATTACHMENTS). IG Fisher & Simmons Arc] 31-011 r a. DESIGN MEETS WIND LOAD REQUIRE! eNTS Or THE! 2007 FLORIDA BUILDII� -A I 1 3 -N 0 1510B Second Street South Jacksoi CODE RESIDENTIAL W/ 0009 AME ENTS FOR 100 MPH WINDS- z 241-011 20'-0" 7t- 9. ALL TIMBER FOR BEAMS, JOISTS, & COLUMNS SHALL BE SYP NO 2 KD (SPIB), 904-247-1800 81-611 OR APPROVED EQUAL. STUDS CAN BE SPF NO. 2. ALL TIMBER SHALL HAVE A L +4'-0 MAXIMUM MOISTURE CONTENT OF 1SX. 0921 Idl.. JSS 1.1 JWTS 1 1,,1( 10. DESIGN MEETS REQUIREMENTS OF 2007 FBC-R W/ 2009 AMENDMENTS USING 0 a ��6 ASCE-7 DESIGN CRITERIA. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS E j� FLOOR MEET REQUIREMENTS OF FBC-R TABLE R501.7. DF 36 �211 2 71 rT----------- 14" 3211 1 !211 r) L001) S 6 L11 Up 07 3211C PLYWD xe 32IIx8OIl W11"611 7of � r 9, R, OOF :\Low CITV Of SEE PER, REQUIREA FILE COPY UVffiWMBY._2 FIBERGLASS SHINGLE 441-011 ROOFING 4 -40�"�T'l QD F H H U 1811 DIA FALSE 0 L-I I L LOUVERED VENT J I I T- T I I r 12 cc 12 F- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1811 DIA FALSE LOUVERED VEN ------- ............. r If ........... -- — — — — — — — — — — ..................... Q1 lu LAPPED HARDI-PLANK CD Jo le I r . . . . . . . .. .. ............. . . . . . . . . ATTIC STORAGE — — — — — — — — — — — — — — — — -- iq�— — — — — — - — — — — — —I ...................... ............. --1 111-- - -.- - , I , I , I I I I I L-T-j I 201-011X121-014 -1—R7 v -1� j -j—ft- f j III U U I UNFINISHED EXCEPT GYPSUM BID ENCLOSURE AT AC UNIT RIDG 0 1:1 EIDE] 1:1 J C14 El E100 El 0 C= J Lj J Go X/ EXIST GRADE BRACKET SUPPORTED/ TRELLIS WEST ELEVATION FRONT lu J 1/411 11-011 A-ftl' fu -2 0 *0 SWI'A,�, iel.ol % L- — — — — — % 01 1-7 x 0 FIBERGLASS SHINGLE 0 I T IM 12 ROOFING 0 �nN J 0 0 �.�4 J 91 AZEK TRIM BAND L I'll I'll I I I "r -,T .j I r 1. 5050 XD 030FXD T L21-011 -T. q It rol 11Y.11 J=, % I 21-0111, '7 bl-roll, 14"-011 14'� 6 Y211 ------------- ------------------------------- P.T. 6x6 POST 0 -------- J Ll Ll -T I P.T. 4x4 VERTICAL L- — — — — — — — — -- — — — — — — — — — -- RAIL SUPPORTS ........... --------------------------.................... ------------- 441-011 .......... ............................... -------------- .............. TOP CHORD AT RIDGE TOP CHORD OF ADJACENT ----------------- --- --- TRUSSES STEP DOWN W/ STORAGE ATTIC 7/12 ROOF SLOPE - 1/40 w 11-011 ADJUST CEILING CHORD SEE SHT A7 FOR ELECTRICAL LEGEND. AS REQUIRED oo 12 12 + loo, 0 N ATTIC APPED HARDI-PLANK STORAGE JOYCE RESIDENCE SIDING EAST ELEVATION 201-011x121-011 1/411 11-0" 1827 OCEAN GROVE DRIVE ATLANTIC BEACH, f=LORIDA r 201-011 r Fisher & Simmons Architects, 1510B Second Street South JacksonyMe Beach, I 44'-0" z 904-247-1800 AA CC "M 0921 IdIl. J5S 1.1 JWTS ld.,10/12/10 2 ATTIC STORAGE SECTION 0 1/411 11-011 ATTIC & ELEVATIONS A 1z TABLE 1 COMPONENT AND CLA120ING DESIGN PRESSURE 12 DESIGN CRITERIA AND LOADS 51 . . . . . . . . � L I I WALLS 1-4- — — — --- — — —O-q..'-.I i 4=� Zone FIBERGLASS SHINGLE Building Code poignatio I I . I . . I . . . . . . . 2007 Plorida Building Code Interior Zone End Zone ROOFING w/ 2009 Amendments (pof) (pof) Effective Wind Area V H 0 1 H N 0 H PORCH BEYOND 0 10 of +35 -40 +30 -50 Roof Loadina 0 Top Chord need Load 7 pof Top Chord Live Load 20 pof 11 20 of +30 -30 +28 -28 Bottom Chord Dead Load 5 pof 1 . 1 . 1 1 1 1 U- I T- Attic w/ Storage Live Load 20 pelf 12 Attic w/o Storage Live Load 10 pof 21 50 of +30 -30 +25 -26 . . . . . . . . . . 17 Floor Lo d*--- 51 100 of +28 -28 *25 -25 1 1 . Dead Load - 15 pof Residential Live Load 40 pof Bottom Chord Dead Load 5 pelf END ZONE DISTANCE, c - 51 Dock Live Load 60 pof ROOF ............... ............. 'T' T" rr --Tr- _T, r--L--T-1-I-L.. -L.T'-"f rL'T L"T""r-L']-a one T I I 1 7_i__ _X_r A-,-_L -TLT`t r Wind Loa Goignatio Interior Zone End Zone ................... .................. I I It It I It 11 1 Basic Wind Speed 120 MPH t I I I I l -L-r-"'T -r_r- -1 1- 1-r --r --r . ...... (pof) (pof) I -I _T-----T_ r- r r--7- -r---r- Exposure Category C Effective H I ......T---7--_'E-TL ;.-I -L-T Importance Factor 1.0 Wind Area -------- .......... --- - ------ ----------------------- ---------------------- Building Category -17 - --------T T- Enclosed 0 - 10 of +35 -40 +30 -30 1 1 1 it r-L-1 T-17 -I- "T 'r. _r _r, -T L r j T__L T -L-r-L r L'T'I i L-.T11_1..J T_ Interior Pressure Coo" 0.18 C&C Design Pressures (see table 1) ............... ........................ .................----------------------------------.................... .......... .......... ---------- 11 - 20 of *30 -30 +28 -28 --T-----T i — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — I it I I I I I I I I I 21 - 50 of +30 -30 +25 -26 ........... 51 100 of +28 -28 *25 -25 .............. ............................... ...................... ............. .............. END ZONE DISTANCE, a 51 0 ........... ........... .............................. J 0 ------------- co ---------- ........... .............. ............ \BRACKET SUPPORTED 'PED HARDI-PLANK�'� TRELLIS SIDING \AZEK TRIM BAND 601-011 SOUTH ELEVATION C-41 1/411 11-011 n: \F- — — — — — — — — — — — — — -- 0 J 0 1:12 709 C.F. 01 12 12 7 — — — — — — — — — — _017 0 C-4 IA 1W -ore: 2ND FLOOR BEYOND 0 . . . . . . . . . . 0 . . . FIBERGLASS SHINGLE J ROOFING OD 112 7 _1001,711111111 1 11 I-TI 41 1 T i__F_r 1 -4 77 0 0 Jva - -- — — — — — — — — — — — — — — — — to - (0 6 Cq J ............ ---------- .................. 0 ------------- -- J 0 -------------------- .............------------------ ILI J > 0< 11 QDj - 11:: _j PAVER — _-ILL — — — — — - . . . . . . WALK ---DUMPSTER WX _6� .......... D -4111 4. H H — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — f c4 0 55.71 e) I N — — -_ _7� — — — J 11 AREAS: .......... 0 7 LOT 7500 SF C /* 1ST FLOOR 1680 SF 'No 61-0 La 144J_1� GARAGE 742 0 .............. .............. ......... ........... -Ir--A /, J FRONT PORCH 152 0 411// REAR PORCH 404 9.3/ PORT-0-LET RR DRIVE 05OX 180 ............ J PAVE Ilk— (0 PAVER WALKS 0 50% 224 CONSTRUCTION PARKING TOTAL IMPERVIOUS 3382 SF HAYCHED 45.1X - - -- - - - - - - -- - - - - - - - - - - - - - - - - - - --- - - - - ou 00 OCEAN GROVE DRIVE %PPED HARDI-PLANK---' \AZEK TRIM BAND BRACKET SUPPr SIDING TRELLIS NORTH ELEVATION , SITE PLAN 1/413 11-011 1/1611 = 11-011 JOYCE RESIDENCE REQUIRED STORAGE VOLUME: 1827 OCEAN GROVE DRIVE LOT AREA: 7,500 SP ATLANTIC BEACH, PLORIDA PREDEVELOPMeNT RUNOFF VOLUME POSTDEVELOPMENT RUNOFF VOLUME IMPERVIOUS 1978 SF/7500 SFxl.00=.264 IMPERVIOUS 3382 SF/7500 SPxl.00-..45 Fisher & Simmons Architects, Inc. PERVIOUS 5522 SF/7500 SFx.20=.147 PERVIOUS 4118 SF/7500 Sr-x.20= .11 1510B Second Street South Jacksonville Beach. Florida RUNOFF COEFFICIENT .41 RUNOFF COEFFICIENT .56 8 . 904-247-1800 AA C000138 RUNOFF VOLUME: .4*7500 SPx9.3/12-2385 CF RUNOFF VOLUME: .56x75OO SFx9.3/12n3255 CF ,m 0921 1drwn JBS ld*d JWTS ldcft10/12/10 3 f 7 0 sh. REQUIRED STORAGE VOLUME: 5255 CF - 2:385 CF In 872 CF SITE PLAN PROVIDED STORAGE VOLUME: 709 CF + 19.5 CF + 153.7 CF - 882 CF Zo _L__j1 & ELEVATIONS A3 n 0 e ign, of vlor 0 1 rl w' 11 2 21 50 of 12 17 51 100 of iL' [Wr-fi fn ed 7ctAlvree,a Li Ll ?All i iyl j: T II� I� �11 FIBERGLASS SHINGLES OVER TARCO FIBERGLASS SHINGLES OVER,, M9500 PEEL & STICK WATERPROOFIG TARCO MS500 PEEL & STICK % 0 wATERPROOFIG ON 5/811 CDX N 5/8" CDX PLYWD SHEATHIG ON 441-011 ROOF TRUSSES 0 2411 O.C. PLYWD SHEATH'G ON ROOF tj i� Ail :501-75/4 TRUSSES 0 2411 O.C. 101-011 SIMPSON UPLIFT CONNECTOR 101 C. & A54 0 eA RAFTER ------- SIMPSON UPLIFT CONNECTOR & A54 0 CA TRUSS H 12 2x BLKG BTWN EA TRUSS ATTACH 7 ROOF SHEATHIG TO BLKG W/ 8d NAIL 2x BLKG BTWN EA TRUSS 12 4�811 CMU PIER 0 411 O.C. - TOE NAIL ATTACH ROOF SHEATH'G TO 51—0 11 5 BLKG TO TOP PLATE W/ 10d 21-0 BLKG W1 Sid NAIL 0 411 O.C. x2il-Olixill-011 CONC FTG W/ 4'-#5 F-A WAY 14 1 i� 1,11, 811x1211 THICKENED TOE NAIL BLKG TO TOP 0 411 O.C. EDGE W/ 1-#5 CONT PLATE W/ 10d 9 411 O.C. X2 %I II, PAINTED ALUM EAVE DRIP x TED ALU EAVE DRI x PLATE FAS 'IA' HARDI-BOARD Cr=IL'( ON P.T. 1x5 & 01 P.T. 2x8 —————————— ———— - ———————— ......... p FASCIA -2x8 HEADER 1-1x6 TRIM CONT -————————— ———- UNVENTED HARDI-BOARD VERIFY TO ALLOW 1x6 h L -i w 0 SOFFIT W/ CONT 1x4 TRIM fu 0 CONT TRIM & *4 #1 P.T. 2x6x5l RAFTER TAILS SCABBED 5-2x12 BEAM W, > z WINDOW HEAD TRIM TO TRUSSES W/ Ix6 T&G V-JOINT BLKG 1x WRAP OVER !J]i 0'�(50"X`12" THICKENED SLAB C W1 345 EACH WAY SOFFIT 0 P.T. 6x6 POST W/ ACE6 (MAA & 2-SIMPSON MSTA24 1x6 W/ 2116 SCREENED VENT BETWEEN STRAPS TO BEAM W1.4 411 CONC SLAB W/ 6x6 RAFTERS W/ 1x6 TRIM CONT N xW1.4 W.W.F. OVER 6 MIL VAPOR 2x6 SILL PLATE NAILED -TE BLOCK 0 to J 811 CONCRr '40zBARRIER ON CLEAN, COMPACTED, Cf) 40 TO RIM BOARD & BLKG J < 41W211 CONC FOOTING -j TERMITE TREATED FILL Z ALUM FLASH'G OVER AZEK R-19 BATT INSUL 2x5 1/411 & 2x8il BAND, TURNED ($)+01-011 lu UP 811 BEHIND HOUSEWRAP ALIGN W/ 0- "�4112XPLYWD STURDIFLR WINDOWS 0 P T 2x4 TOP RAIL OVER 2x, 0 ju 0(l 0 161, O.C. W 14il CONC SLAB W1 6X6 W1.4 t��E*DG* E BET EEN POSTS (VERIFY SIZE TO MATCH xW1.4 W.W.F. OVER 6 MIL VAFJO� LAPPED 1x1O HARDIPLANK LAP SIDING -01-611 BARRIER ON CLEAN, COMPACTEP OVER TYVEK HOUSEWRAP ON 1/2" OSB TRUSS BOTTOM CHORDS) TERMITE TREATED FILL SHeATHIG ON 2x6 STUDS 0 1611 O.C. TNLSS STL C,I0 Z) 0 2X10 BLKG 0 1611 O.C. W/ L SO RAIL SPACED T 2x RIM BOARD FASTENED TO TOP & J STOP 411 SPHER 9j. N -———————— ——————---———————————— lu A54 TO TOP PLATE +211-5 5/411 —————————— —————---———————————————————— BOT OF: EA 2x BLKG W/ 12d NAIL 2 Y4 611 TOE! NAIL TO TOP PLATE W/ 12d 0 O.C. 00 0 -.-P.T. 2x6 DECKD `�1/2'1 CMIL ING GYP BD Z ALUM PLASH'G OVER AZEK 2x1O JOISTS O.C. ON STNLSS 2x5 1/411 & 2x8l' BAND, TURNED DBLE 2 0 UP 81' BEHIND HOUSEWRAP ALIGN x6PLATE HANGERS W1 WINDOWS 1/2" GYP BD 1\811 CONCRETE BLOCK ON---' #1 P.T. 2-2xI2 BEAM W/ ----' 24"1 CONC FOOTING W/ \#I P.T. 4x4 VERTICALS SE .5-2x8 Hr-ADr=R------' 2-5/4"0 THRU BOLTS 0 MA :b-#5 CONT POST EAST ELEVATION O.C. 5/911 THREADED ROD S+01-011 SHIP LAP 6x6 JOINT W1 RE UPLIFT CONNECTION L SYSTEM W/ :bl1x31lx1/4l1 411 CONC SLAB W/ 6X6 VV1.4 re 0 LTS T UG OT Ira"X1211 DP. THICKENED xW1.4 W.W.F. OVER 6 MIL. VAPOR PLATE WASHERS & HEX 0 NUTS 0 ATTIC & ROOF 2�Z NAIL SIDE 2-2x12 BEAMS TC SLAB W/ 2415 CONT C" BARRIER ON CLEAN, COMPACTED, FIBERGLASS SHINGLES OVER TARCO 0 TERMITE TREATED FILL MS500 PEEL & STICK WATERPROOF' �Ji 1 0 ON 5/8" CDX PLYWD SHEATHIG ON 2x R 19 BATT INSUL CONT RAFTERS 0 24" O.C. 00 GAS COOKT 0 im co 0 2x6 SILL PLATE NAILED itll TO RIM BOARDS 2x6 LEDGERS W/ 5-#10 SCREWS 24"X12" DP. THICKENE 0 16" O.C. W/ SIMPSON A55 DW 5/411 PLYWD STURDIFLR SLAB W/ 545 CONT. 1-75/4 71"1 CLIP & LUS HANGER TO EACH 0 [21 aEP TJI JOISTS -1 ON 16" DL B RAFTER & 2x4 CEILIG JOIST N r 5 CON ADD 1-# ov el Aw I i 11 1 ! I - JI BLKG CD ATTACH UPLIFT RODS TO BEAM W/----' '-5 1/41' +11 48ll;(48llxI2" THICKr=NF- I a 2117- J I if O.C. SIMPSON ABU66 POST BASE SLAB W1 545 eA WA INVERTED SIMPSON HTT4 W/ 5/8"xi'1211 ANCHOR BOLT -1 BATT NSJL CONT #1 P.T. 1x6 TRIM W/ MITEREI AC-1 /5O1l;(50l1x121l THICKENM CORNERS TO CONCEAL POSI rin J J -#5 F-A -0 1/ SLAB W1 5 *10, 211 N i vil! =4- 2 SEE FOUNDATION 1-0 1 1 /i lit LO \2-1 5/4111 LVL BEAM 0 NOTES AT RIGHT co WALL 401-011 M 3L Sli PIER BLOCK W/ #5 Wi J 7'-9 41-6V L -4Y211. L HOOK 4nx12" DP. THICKEN 1/211 CEILING GYP BD k� !I SLAB W/ :b-#S CONT W L---J ALL SECTION r5 i H 11 Il L; 1, 1/211 11-011 J ilk KENMD -01-511 16"x1211 DIP. THIC FIBERGLASS SHINGLES OVER 000< SLAB W1 245 CONT. 12 J tARCO MS300 PEEL & STICK 00 n J 0 z OD OATERPROOF'G ON 5/811 CDX 56l1x36"lx1211 CONC FTG W/ RLYWD SHEATH'G ON ROOF 0-4 446 EA WAY r6 WALL SECTION Go TRUSSES 0 2411 O.C. 1/211 13-011 < DID 145 CONT 00 ZDeEPeR CHORD AS REQUIRED FOR I�:: Ahli ATTIC STORAGE --———— - PAINTED ALUM MAVE DRIP L L N P.T. 1x5 & #1 P.T. 2xS L FL VASCIA "Cq wo R FOUNDATION NOTES: 4" CONC. AC ,#I P.T. 2x6x4l RAFTER TAILS > COND PAD 111-2 1 SCABBe TO TRUSSES W/ 1x6 D SET 5" ABOVE 2" CEILING GYP BOARD 1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL L-————————————- GRADE T&G V-JOINT SOFFIT BE 5,000 PSI I-OR FOOTINGS AND 4,000 PSI FOR SLABS. L-—————————————— -ENED VEN BLE 2x6 TOP PLATE x6 W/ 2110 SCRE 2 ETWEEN RAFTER TAILS & 1X6 60 DEFORMED BARS, 1/2" GYP BD ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE RIM CONT 71-011d) 14 5/811 THREADED ROD UPLIFT 5. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND 4 0 3611x3611I THICKENED 2x BLKG BTWN EA TRUSS CONNECTION SYSTEM All COUPL R AT CORNERS WITH A 25" LAP WITH INTERSECTING BARS. 8" CONCRETE BLOCK ON.-,� J tO MD ATTACH ROOF & WALL SHEAT'G 241lx12l1 CONC FOOTING SLAB W/ 5-05 EACH WAY NJ TO FOUNDATION ANCHOR BOLT & 0 1 F TO BLKG W/ 8d NAIL 0 411 O.C. TOP & BOTTOM 4. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE & SHALL bllx5llxl/411 PLATE WASHERS & HEX NOT REQUIRE- WWF. IMPSON UPLIFT CONNECTOR & NUTS 0 ROOF '14 gj 54 0 EACH TRUSS 0- "'A 4 1 -�j , 5. EARTH FILL SUPPORTING FOOTINGS AND SLABS ON 0- 411 CONC SLAB W1 6x6 W1. -1z lu id GRADE SHALL BE FREE Or- ORGANIC MATERIAL & xW1.4 W.W.F. OVER 6 MIL VAPOR LAPPED 1x1O HARDIPLANK SIDING 0 0 COHESIVE SOILS. COMPACT THE FILL IN 611 TO 1211 LIFTS J 71-0 PT 2x6 SILL PLATE W/ 5/811ox1211 OVE-R TYi HOUSEWRAP ON 1/211 0 BARRIER ON CLEAN, COMPACTED, TO AT LEAST 95X OF MODIFIED PROCTOR MAXIMUM DRY L—.j \81'1x2411 THICKENED--o" �:�6HOR BOLT W/ 21lx2ltxl/Sll TERMITE TREATED FILL CDX PLYWD SHEATHIG ON 2xG DENSITY. MINIMUM SOIL BEARING CAPACITY 2000 PSF. i PLATE WASHERS AT ALL UPLIFT -30 EDGE Wit 145 CONT STUDS 0 1611 O.C. ROD LOCATIONS. TOP & BOTTOM A FOUNDATION SURVEY AND HAVE A COPY ON 6. PROVIDE SITE FOR THE BUILDING INSPeCTORIS USE PRIOR TO 2411x2411x2411 THICKENED fu FRAMING INSPECTION. 411 CONIC SLAB ON VAPOR 0 WASH ON 811 CMU STEM SLAB Wit 545 EACH WAY lu 0) UCC BARRIER (SLOPES 9 WEST END) TOP & BOTTOM A W/ 05 W/ 911 HOOK EACH J LL C14 ND 0 41-011 O.C. Ly it 0 +01-011 - > 11I COND FTG W1 5-05 CONT INISH GRADE SLOPE FROM JOYCE RESIDENCE LDG A. 0 811x1611 THICKENED 1827 OCEAN GROVE DRIVE 145 CONT FOUNDATION PLAN EDGE j TLANTIC BE ORIDA A ACH, FL L——— 4� 1/411 Is-oil L Fisher & Simmons Architects, 0 IL or I 1510B Second Street South JacloonviUe Beach, 201-011 904-247-1800 AA q 44 1-011 0921 JBS j*,I JWTS 1,,,10/12/10 4 W r7 ALL SECTION 41h. 11-011 FOUNDATION PLAN 1/211 & SECTIONS __1 Y24 ON 2 ATTACH JOIST NOTES TO RIM BOARD W/ STNLSS ST INTERIOR LOAD BEARING WALL 1. PROVIDE 2x4 MIN BLOCKING AT ALL RIDGES, HIPS, AND SIMPSON LU28 VALLEYS. PROVIDE FULL HEIGHT BLOCKING BETWEEN FLOOR ' PRE-ENGINEERED WOOD ROOF TRUSSES 0 2411 O.C. T. 2x1O JOISTS 0 1611 O.C. JOISTS AT MIDSPAN AND AT 10'-0" O.C. MAX. ADDITIONAL P.T. 2x6 DECKING BLOCKING AT 1611 O.C. SHALL Be LOCATED BELOW P.T. 2-2x12 BEAM NON-BEARING 2ND FLR WALLS PARALLEL TO FLOOR JOISTS. -2x12 BEAM 5/811 APA RATED EXPOSURE- 1 3/411 APA RATED T&G FLOOR PLYWD ROOF SHEATHIG SHEATH'G SHALL BE GLUED 2. INSTALL 2x4 SYP #2 CONTINUOUS BOTTOM CHORD LATERAL ATTACHED W/ 8d RING 91 fu & NAILED TO SUPPORTS W/ BRACING PER TRUSS MANUFACTURER DRAWINGS. FASTEN SHANK NAIL 0 411 O.C. AT 8d RING SHANK NAILS 0 411 BRACING TO EACH TRUSS AND END WALLS W/ 2-12d ALL ENDS, EDGES, & BLKG ATTACH HIP TRUSS ILI O.C. COMMON NAILS. 90-%, 1 1 W/ 2-SIMPSON FC;�j 04 C4 /SIMPSON AND 0 611 O.C. AT ALL x x HUCQ610-SDS C14 INTERMEDIATE SUPPORTS 04 04 1611 TJI/PRO 350 JOISTS 0 1611 O.C. 3. ALL BEARING STUD WALLS SHALL BE CONSTRUCTED W/ SYP 02 DOUBLE TOP PLATE, SPF #2 STUDS SPACED 0 1611 O.0 C14 MAX, AND A PRESSURE TREATED SYP #2 SINGLE BOTTOM 3-1 3/4"xO 1/411 LVL B AM PLATE UNO. FASTEN EACH END OF STUD TO TOP AND SILL PLATE W/ 4-10d COMMON NAILS MINIMUM. PROVIDE A LJ MINIMUM 3-STUD POST AT THE CORNER OR INTERSECTION OF ALL BEARING WALLS. y 4. 1/211 APA RATED EXPOSURE 1 PLYWOOD SHEATHING SHALL BE ATTACHED TO THE OUTSIDE FACE OF ALL EXTERIOR STUD WALLS W/ 8d COMMON NAILS 0 411 O.C. AT ALL ENDS, 9j 6 0 EDGES, & BLOCKING AND 0 611 O.C. AT ALL INTERMEDIATE a SUPPORTS. C14 5. PROVIDE MINIMUM ONE ROW OF SOLID BLOCKING BETWEEN WALL STUDS AT MIDHEIGHT AND AT ALL UNSUPPORTED HORIZONTAL JOINTS IN THE PLYWOOD WALL SHEATHING. x di 6. 5/811 DIAMETER THREADED ROD UPLIFT CONNECTOR SYSTEM 0) SHALL Bf! INSTALLED IN BEARING WALLS 9 4'-0'1 O.C. MAX :3 201-C" CLEAR ATTIC STORAGE AREA W1 3/411 PLYWD FrOOR AND WITHIN 311 OF EACH WALL SEGMENT END, CORNER, OR OPENING. PROVIDE ADDITIONAL UPLIFT CONNECTOR RODS AS L REQUIRED BY SPECIAL SHEAR WALL SCHEDULE OR TRUSS 0 UPLIFT REACTIONS. HEX NUTS SHALL BE TIGHTENED TO 0 ROX. 30 T-L S OF TORQUE AND RE-TIGHTE E �-212 'I I 3-j=X-12 IMMEDIATELY PRIOR TO INSTALLING FINISHES. to CO 7. ALL METAL FASTENERS, CONNECTORS, ANCHORS, AND 0 1-- x HARDWARE THAT ARE EXPOSED, EXTERIOR, OR IN CONTACT 0 C4 I-_ jl AON-BEARING 0 CID WITH PRESSURE TREATED WOOD SHALL Be STAINLESS INTERIOR WALL F- �2-2xIS JACK STEEL A316. 0) QTI InQ 0-4 JOIN DOUBLE PARALLAM RIDGE 0 0 BEAM WITH 3- 3/411* 8. OSB SHEATHING MAY BE SUBSTITUTED FOR PLYWOOD F- THRU BOLTS AT V-811 O.C. SHEATHING AT ROOF & WALLS PROVIDED IT IS < U) ELI 11.1 A STRUTURALLY RATED FOR THE SAME SPANS. 0 r-2 9. SW-# INDICATES SPECIAL SHEAR WALL REQUIREMENT TYPE. 91 SEE SCHEDULE ON THIS SHEET. di lu < z A 91 F &_4 'I 1 0) -1 _j 10. ATTACH ROOF TRUSS TO DOUBLE TOP PLATE W/ THE z < FOLLOWING CONNECTORS ACCORDING TO THE UPLIFT 91 REACTION INDICATED ON THE SIGNED & SEALED TRUSS I Ul CALCULATIONS: PROVIDE! WPF% __,_�2x6 INTERIOR 0- 0 STIFFENERS & FULL LOAD BEARING I-SIMPSON H2.5 & A:Z04 FOR UPLIFT LESS THAN 400 LBS 31-11Y21 V-1Y211 CLR ATIC STO AREA 0 HEIGHT TJI WALL *Ae ie 1 140 BLOCKING BETWEEN CIA C4 1-SIMPSON H10 & A34 FOR UPLIFT LESS THAN 900 LBS 01 L.J lu EACH JOIST AT ALL IITITMOR ALIGN JOISTS WITH 2-SIMPSON H10 & A34 FOR UPLIFT LESS THAN 1800 LBS < BEARING WALLS BEARING WALL ABOVE. \ ... w 0 ATTACH STUDS TO 1-SIMPSON H10-2 & I-MGT FOR GIRDER TRUSSES AND LJ JOIST WI-IjH 2-MT916. _�-TJI WEB OPENINGS 0 UPLIFT LESS THAN 4000 LBS. MGT SHALL BE ATTACHED /TRUSSES JOIq & NOT PERMITTED AT TO 5/811 THREADED*.,UPLIFT ROD. PROVIDE 2 AND 3 STUDS 0 ALIGN W/ Al TIC N CONCENTRATED LOA13-9— f_r TRIPLE 16" TJI JOIST LOCATIONS WITH BELOW 2-PLY AND 3-PLY TRUSSES. STAIR ROOF 4-10d COMMON TOE NAILS MAY BE USED IN LIEU OF A34 0 FRAMING ANCHOR INDICATED ABOVE. DBL 1611 TJI JOIST d) 91 13 0 11. CONSULT WITH TJI JOIST MANUFACTURER OR TJI DESIGN ILI OPENING FOR _j GUIDE BEFORE CUTTING ANY WEB OPENINGS. OPENING FOR Li L z STAIR > 0 STAIR 2-1 3/4"x16" z 2x1O JOIS-M 0 0 x 613 O.C. /IV 1 SW-1 Of HCADCRLJAMB NOTES@ 1 eRIFY ATTACH TOP DEPTH/TO 12 CHORD OF TRUS MATPA BOTTOM TO EACH STUD 1. HEADERS CONSISTING OF MULTIPLE PLIES SHALL BE 2x6 GABLE WALL / 0 CHORD OF ATTIC SEPARATED W/ 1/2" PLYWD FILLER PLATES AND BE JOINED BALLOON FRAMING x W/ 2-#lOx3 1/211 01 2x6 OUTRIGGERS 0 2411 O.C. STORAGE C14 SCREWS TOGETHER WITH 3 ROWS OF 12d NAILS 0 12" O.C. AT EACH 0 1611 O.C. 01 //TRUSS 2x6 MIN) C4 n -1 3/4"x1611 LVO" LAYER. X__ x. .... - -,WRAP HEADER USING 6 qj BLOCK'G TO MATCH 2. FOR OPENINGS LESS THAN 5'-0" UNO PROVIDE 3-2xS HEADER W/ I JACK STUD AND 2 KING STUDS *w- WIDTH OF TOP OF COLUMNS EACH SIDE OF OPENING. ATTIC ROOF ------------------------------------ - --- 2x6 lu -A! > x UP7- SHOWN DOTTED LED3MRS _j ING JOISTS 51ar FOR OPENINGS GREATER THAN 51-011 UN C14 PROVIDE 3-2x12 HEADER W/ 2 JACK STUDS AND 5 KING x 01 0 BEARING WALL 1-0 _;r ALIGN W/ BOTTOM OF STUDS EACH SIDE OF OPENING, _j 0� 1� TJI& < Cq 3. PARALLAM AND MICROLLAM BEAMS SHALL HAVE MINIMUM 4" BEARING ON (3) BEARING STUDS. ATTACH BEAMS TO BEARING w e-%_...,PROVIDF_ 2x4 VERTICA . STUDS W/ 4-MSTA21 OR 4-MTS20. ATTACH BEARING STUDS TO lu FROM TOP OF WALL TO FOUNDATION W1 HTT16 & 5/8"x1211 ANCHOR BOLT. PARALLAM 2x6 RAFTER W/ SIMPSON I I IL BEAMS SHALL NOT BE COMPOSED OF MULTIPLE PLIES. LJ H2.5 CLIP TO WAEC-771-P PARALLAM BEAMS EXPOSED TO MOISTURE SHALL BE -D TREATED FOR SERVICE LEVEL 2. MICROLAM PLATE & RAFTER WOLMANIZE BEAMS SHALL NOT BE EXPOSED TO MOISTURE. x to x PULL-0 4 ATTIC; C4 ACCESS LADDER 3_2x12 A*r 2xG LEDG ERS-1 x RAFTERS JOIN & ALIGN-,, 2x6 GABLE WALL C*4 W/ MAIN ROOF TRUSSES BALLOON FRAMING 2x6 OUTRIGGERS 4P 2411 O.C. 0 1611 O.C. --------- 1�0 fu _Bf� SPECIAL SHEAR WALL SCHEDULE r_ 2-2410 AM 0 a.= 0 'C4 8'-0" MIt CLEAR 3: ATTACH 1/2- APA RATED EXPOSURE 1. ATTTF -qTn Arr- ARF!" P1.YWOOO SHEMNINIG 70 OUISME FACE OF IMF FU=10 MSTW WALL SEE! OND FLOOR ROOF & ATTIC STAIR LANDING FRAMING PLAN C1 SW-1 WrrH 8d COMMON NALS AT 3" ON CUM AT ALL ENDS, & INI 3/41' PL"WD FLOOR 93 += 1/411 IL _j M=KING AND AT G* OC AT ALL InMEIXATE MA4WM PROME 0).-. (2) 5/a'O WFAID LFILIF7 CONNEC-I'OR RODS AT EACH END OF SHEAR 0 2x6 RAFTERS & 2x4 Cr=ILINCI'p lu< WAL WrH (2) ZC6 SIUDS M EACH WE OF IROOS. ArrACH IROOS 0 mu TO ANCHOR BOLT EMBEDDED 12" INTO IFOOTING OR SMj WML JOISTS 0 2411 O.C. Z NOTE THAT EAST-WEST ROOFS ARE DIFFERENT SLOPE ArIACH I/ UJI 92� D(POSURE 1. SMUMjff&_L9NM THAN NORTH-SOUTH ROOFS. SEE ELEVATIONS & SECTIONS, wili PCy%IOOD ZZ TO BM INSIDE AM OUrSIOE IFACE OF SM CANTILEVER RIM BOARD AND ATTACH z WAILL WITH 6d COMMON HMS AT 3" ON CEN7ER AT ALL ENDS, EDGM Li & MWONG NO AT 8" OC AT&L INTEIMMTE SUPPORM PROVIDE TO BEAM 0 CORNER W/ 2-SIMPSON W-2 PUFr CONNECM ROD WITHIN 3" OF JUM NO 0 HGA10 w 0 9ZONT"WIN ADDITION ATTACH GARAGE HEADER JACK 9RIDS TO --i-w U_r FOIJNDkMON WIH UPSON HDCIO/22-SD52.5 WITH 7/8-0 X1'C ;�ii) ANCHOR BOLT AND ATrACH COMEIt Sn= TO FOL"3ATION WITH x SIMPSON Krf5wrr" s/aoX1'-4" ANCHOR BOLT. CORNER POW 5-2xG 0 CONNECTORS SMI BE U=70 IN INTERSECTING W&L 5/811 APA RATED EXPOSURE 1 PLYWD x PERPENDKUARTO THE SHEAR WAILL IF ROOF SHEATHIG ATTACHED W/ Sd RING SHANK NAIL 0 411 O.C. AT ALL JOYCE RESIDENCE ENDS, EDGES, & BLKG AND 0 611 O.C. PRp!-ENGINEERED WOOD ROOF TRUSSES Vf/ 1827 OCEAN GROVE DRIVE AT ALL INTERMEDIATE SUPPORTS -7#1 P.T. 2x6x5' .RAPTER TAILS 0 2411 L TI EACH FLORIDA 5 1/4"x1611 PAR4LAM HEADER r__ I ATTIC STAIR ROOI= PRAMING PLAN x FT 2x OPE �e'. t !�CTIONS. OL 1/411 011-011 Fisher & Simmons Architects, Inc. Sw- _A�W-2 SECOND FLOOR FRAMING PLAN 1510B Second Street South Jacksonville Beach, Florida 1/411 11-011 z 904-247-1800 AA C000138 2x6 OUTRIGGERS 0 2411 O.C. 0921 Id,,n J5S Ighkd JWTS 1dCftI0/12/10 8 7 0 FRAMING PLANS A5 SIMPSON H1 & A34 11-011 FIBERGLASS SHINGLES OVER TOE NAIL OUTRIGGER TO TARCO MS500 PEEL & STICK EA TRU W/ 3-10d NAILS FIBERG ASS SHINGLES OVER TARCO WATERPROOFING ON 5/811 CDX MS50O MEL & STICK wATERPROOFIG 8888 88 FIBERGLASS SHINGLES OVER PLYWD SHEATH'G ON ROOF ON 5/811 CDX PLYWD SHMATH'G ON TARCO MS500 PEEL & STICK TRUSSES 0 2411 O.C. ROOF T USSES 0 24" O.C. WATERPROOFING ON 5/811 CDX _,,,R-300 AIRTIGHT R-50 AIRTIGHT PLYWO SHEATHIG ON ROOF FOAM INSUL FIBERGLASS SHINGLES OVER FOAM INSUL TRUSSES 0 2411 O.C. #1 P.T. 2x6 OUTRIGGERS 9 2411 C. 2x BLK BTWN EA TRUSS - ATTACH TARCO MS500 PEEL & STICK 12 W1 2x6 BLKG BETWEEN ROOF S EATHIG TO BLKG W/ 8d 12 DEEPER BOTTOM WATERPROOFING ON NAIL 0 O.C. - TOE NAIL BLKG TO 71 SIMPSON UPLIFT CONNECTOR & 11-611 a 5/811 CDX PLYWD SHEATHIG ON If A54 0 EA TRUSS CHORD 0 ATTIC PAINTED ALUM MAVE DRIP TOP PL . E W/ 10d NAIL 0 411 O.C. STORAGE ATTIC ROOF TRUSSES 0 24" ON P.T. lx.5 & #1 P.T. 2x8 10 -50 AIRTIGHT FOAM INSUL O.C. 2x BLOCKING BETWEEN EACH TRUSSES FASCIA SIMPSOA UPLIFT CONNECTOR +201- TRUSS - ATTACH ROOF SHEATH'G SHOWN DASHER SIMPSON Hl 9 F-A OUTRIGGER & A54 0 EA TRUSS 5 5w, TO BLKG W/ 8d NAIL 0 411 O.C. 4201-5 5/411" UNVENTED HARDI-BOARD '-1/211 CEILING GYP BD ON \JY+201-5 5' /411 1/211 CEILING GYP BD ON ROOF TRUSSES 9 TOE NAIL BLKG TO TOP PLATE \1/211 CEILING GYP BD ON ROOF #1 P.T. 2x6 OUTRIGGERS 0 2411 SOFFIT W/ CONT lx6 TRIM ROOF TRUSSES 0 2411 O.C. 2411 O.C. W/ 10d 0 411 O.C. O.C. W1 2x6 BLKG BETWEEN TRUSSES 0 2411 O.C. LAPPED lxlO HARDIPLANK SIDING DBLE 2x6 SYP 02 TOP PLATE PAINTED ALUM MAVE DRIP DBLE 2xG SYP 02 TOP PLATE PAINTED ALUM EAVE DRIP-"."""�' 11-011 TOE NAIL OUTRIGGER TO OVER TYVEK HOUSEWRAP ON 1/211 ON P.T. Ix:b & 01 P.T. 2xg ON P.T. lx5 & #1 P.T. 2xS TRUSS W/ 5-10d NAILS OSB SHEATHIG ON 2xG STUDS 0 1611 FASCIA � 1/211 GYP BD FASCIA lu DBLE 2x6 SYP #2 TOP PLATE i O.C. - BALLOON FRAMe GABLE END lu 1/211 GYP BD UNVENTCD HARDI-BOARD lu UNVENTED HARDI-BOARD w 1/211 GYP 5D WALL SOFFIT W/ CONT lx4 TRIM w 5/811 THREADED ROD UPLIFT CONNECTION SOFFIT W/ CONT lx6 TRIM PAINTED ALUM EAVE DRIP 8/8" THREADED ROD UPLIFT SYSTEM W/ 5llx3llxl/4ll PLATE WASHERS & 5/811 THREADED ROD UPLIFT ON P.T. lx5 & 01 P.T. 2x8 CONNECTION SYSTEM W/ COUPLER LAPPED lxlO HARDIPLANK SIDING HEX NUTS 0 2ND FLOOR & ROOF LAPPED lxlO HARDIPLANK SIDING-.-_ zz) ao CONNECTION SYSTEM W/ COUPLER %to TO FOUNDATION ANCHOR BOLT & OVER TYVEK HOUSEWRAP ON 1/211 %to OVER TYVeK HOUSEWRAP ON 1/211 lu TO FOUNDATION ANCHOR BOLT & FASCIA lu ALUM FLASHIG TURNED UP 811 BEHIND lu 511x5l�0/411 PLATE WASHERS & HEX OSB SHMATHIG ON 2x6 STUDS lu R-19 BATT INSUL CONT w NUTS 9 2ND FLR & ROOF OSB SHEATHIG ON 2x6 STUDS 0 51lx5llxl/411 PLAT WASHERS & HEX lx6 T&G V-JOINT SOFFIT W/ HOUSEWRAP *4 0 1611 O.C. 2x6 SILL PLATE NAILED TO RIM BOARD NUTS 0 2ND FLR & ROOF 0 0 161, O.C. CONT lx6 TRIM 8d NAILS TO LEDGER 0 811 O.0 -19 BATT INSUL CONT J & EACH JOIST J ? 0 LAPPED lxlO HARDIPLANK SIDING I OVER TYVEK HOUSEWRAP ON 1/211 lu 2x6 LEDGERS W/ 5410 SCREWS 0 2x6 SILL PLATE! NAILED TO RIM 3/411 PLYWD STURDIFLR ON 1611 DEEP TJI R-19 BATT INSUL CONT 095 SHr:ATH'G ON GABLE END 1611 O.C. W/ SIMPSON LUS HANGERS BOARD & EA JOIST JOISTS TRUSS W1 WEB MEMBERS 0 TO RAFTER & CEILING JOIST 5/411 PLYWD STURDIFLR ON 1611 Z ALUM FLASHIG OVER AZEK\ lllxl6ll LSL BLKG BTWN F-A JOIST - FASTEN 2x6 SILL PLATE NAILED TO RIM 1611 O.C. MAX PROVIDE 1%11 BRACING EITHER FIBERGLASS SHINGLES OVER TARCO DEEP TJI JOISTS 2x5 1/411 & 2x8l' BAND, TURNED SHEATH'G TO BLKG & BLKG TO TOP BOARD & EACH JOIST GABLE END TRUSS W/ STRONGN,, SIDE OF ArTIC SPACE MS500 PEEL & STICK WATERPROOF' UP 811 BEHIND HOUSEWRAP PLATE W/ 8d NAIL 9 411 O.C. Z ALUM FLASHIG OVER AZEK 2x5 BACKS AS REQUIRED AT WEB (BEYOND) ON 5/811 CDX PLWYD SHEATHIG ON 5/411 PLYWD STURDIFLR ON 1611 ND 111)0611 LSL RIMBOARD FASTENED R-19 BATT INSUL CONT 1/411 & 2x8ll BAND, TURNED UP 811 DEEP TJI JOISTS MEMBERS FOR HORIZONTAL WI 2x6 RAFTERS 0 2411 O.C. - SECURE TO TOP & BOT CHORD OF EA TJI ATTACH UPLIFT ROD TO LVL BEAM BEHIND HOUSEWRAP PRESSURES TO CEIL'G JOIST W/ 5-16d NAILS W/ 12d NAIL - TOE NAIL TO TOP W1 INVERTED SIMPSON HTT4 ATTACH EA SIDE! OF TJI JOIST TO TOP PLATE W1 12d 0 611 O.C. OTCH 2x6 RAFTERS FOR +1 +111-5 1/411 11-5 1/411 PLAT W1 2 AN 10d NAI 1x6 T&G V-JOINT SOFFIT Z ALUM FLASH'G OVER AZEK 2x3 1/411 & 2x8ll BAND, TURNED STURDIFLR ON 0 12 J UP 811 BEHIND HOUSEWRAP AGE ROO 40 nonn lllxl6ll LSL RIMBOARD FASTENED ,,ATTIC S F TRUSSES 3r— I fit 1/211 01-0 1/211 TO TOP & BOT CHORD OF EA TJI LAPPED lxlO HARDIPLANK LAP #101-0 1/211 LID B L 3% 0 2411 O.C. BTWN 1/211 CEILIG GY BC TOE NAIL TO TOP Z -BOARD W/ 12d NAIL 1/211 CEILING GYP BD SIDING OVER TYVEK OF TRU : S BOTTOM CHORDS \TJI JOIST BLKG 0 1611 O.C. lx WRAP ON BLKG ON 3-1 3/411x9 1/411 HARDI PLATE W/ 12d 0 61' O.C. HOUSE-WRAP ON 1/211 CDX PLYWD T FIRST BAYS DBLE 2x6 TOP Irwo E SOFMT SHeATHIG ON 2x6 )tq: DBLE 2x6 TOP PLATE 1/211 CEILING GYP BD - PLATE W/ PLATE STUDS 0 1611 O.C. .4* TRIM MATCHIG WASHER & HEX OF TJI lllxl6ll LSL RIMBOARD FASTENED TO r%. NU 7F BMA*_011 11 O.C. PAINTED 1x6 T&G ON 2x4 ATTACH EACH SIDE P.T. #2x6 0 1211 O.C. it 11 ALUM EAVE CLG JOISTS 0 2411 JOIST TO TOP PLATE W/ 2-10d TOP & BOT CHORD OF EA TJI W/ TRELLIS W/ 1/8"x8l' LAG 1/211 CEILING GYP BD 1/211 GYP BD NAILS 12d NAIL - TOM NAIL TO TOP PLATE ATTACH EACH SIDE OF TJI BOLTS INTO 4xlO BEAM W/ DRIP ON P.T. lx O.C. 11 I W/ 12d 0 611 O.C. END BE-AM BEYOND JOIST TO TOP PLATE W1 2-10d 1/211 GYP BD 1/2"xl2ll LAG BOLTS TO 6x8 5 114"xl6ll PARALLAM HIDER lx COVER ON BLKG DBLE 2x6 TOP PLATE 11 5/811 THREADED NAILS 01 ROD UPLIFT ATTACH BOTTOM CHORD OF OVER 2-2xlO BEAM lx12 WRAP W/ MITERED lx4 lxg PERMA-WRAP W/ SIMPSON AC4 TRIM CONNECTION GABLE END TRUSS TO BEAM W/ 1/211 GYP BD -19 BATT INSUL CONT SYSTEM W/ ju 16"x1011 PLAIN (MAX) TO POST SIMPSON MSTAIS 0 2411 O.C. 10 R-19 BATT INSUL CONT CRAFTSMAN COUPLER TO & HGA10 2411 O.C. 2xlO GARAGE DOOR F20UNDATION LAPPED lxlO HARDIPLANK LAP COLUMN ON 0 0 SURROUND W1 ALUM Z 0 LAPPED lxlO HARDIPLANK SIDING J 161lx5l-411 P.T. 4x4 POST W/ /211 GYP 5D J SIDING OVER TYVEK HOUSEWRAP ON ANCHORBOLT J 0 FLASHING AT TOP 0 0 OVER TYVEK HOUSEWRAP ON 1/211 - kAisr=D PANEL 2 SIMPSON MSTA24 1/211 OSB SHMATHIG ON 2x6 R-19 BATT INSUC- PEDESTAL BY STRAPS TO STUDS 0 1611 O.C. OSB SHEATHIG ON 2x6 Li 6x8 HORIZONTAL & 6x6 R-19 BATT INSUL CONT .1 CONT HBG COLUMNS BEAM & SIMPSON STUDS 0 1611 O.C. P T 2x6 SILL PLATE W/ DIAGONAL BRACKETS - SECURE OVERHEAD GARAGE DOOR 40 5/8116xl2ll ANCHOR BOLT W/ W/ 1/2"x1011 LAG SCREWS W/ ABU44 POST P.T. 6x6 'POST W/ SIMPSON MSTA18-""*� 16 P T 2x6 SILL 21lx2llxl/S" PLATE WASHER 0 ALL lilt WASHER - COUNTERSINK BASE W/ 8/8"xl2ll STRAP & ACG (MAX) TO BEAM & J lu P.T. 2x6 SILL PLATE W1 5/8114xl2ll PLATE W/ 5/8lloxl2 0 ANCHOR BOLT SIMPSON ABU66 POST BASE W/ 13'-2 IV4!1 & PLUG r W 11 UPLIFT ROD LOCATIONS ANCHOR BOLT W/ 2llx2llxl/8ll 4 ANCHOR BOLT W/ 5/8"x1011 ANCHOR BOLT TO FOOTING PLATE WASHER AT ALL UPLIFT 21lx2llxl/Sll PLAT 411 CONC SLAB ON VAPOR 510 ROD LOCATIONS Jill WASHER 0 ALL BARRIER P.T. #1 4x6 W/ l/2llx8ll LAG -75 UPLIFT ROD SCREWS W/ 111 WASHERS - 1 lu LOCATIONS 21lx2411 CONC FTG W/ 5-05 CONT 411 CONC SLAB 411 CONIC SLAB ON VAPOR J STUCCO WASH ON 811 CMU STEM ON VAPOR BARRIER 411 CONIC SLAB WALL W/ #5 W/ 911 HOOK EA END BARRIER 411 CONC SLAB ON VAPOR 0 41-011 O.C. 41� +01-011 411 CONC DRIVEWAY SLAB *01-011 J X% L 1111 PAVERS +01-011 ON VAPOR BARRII!R 401-01kr,\ A' NII� a 1. 1 1 - �. -..,A: - . r, BARRIER FINISH SH G�ADC- SLOPE FROM BLDG FINISH GRADE SLOPE FROM GRADE FINI STEM WALL W/ #5 T. -M BLDG 0 0 -4 HOOK EA END 0 41-011 O.C.-I U STE 'TH W/ #5 J N #6 DOWEL W/ 911 HOOK ICKENED EDGE W/ 4 J A-10 , \,�0 .. .. -a- 'N' HOOK MA C CO 0 EACH END 0 41-011 O.C. 4T 2-V CONIC FTG W/ 545 CONT 0 4'-0" O.C. IL 121lx2411 CONC FTG W/ 545 a. Sllxl2ll De P THICKENED EDGE W/ 1W-XZ14-" L;VNL; F -A 145 CO 0 CONT 0 0 14 > all 11 : . . I *:. . - x2411 EEM W/ 3-05 CONT N A* v- THICKENED EDGE MIN/ 30llx3011-xljll THICKENED SLAB 0 56llx56llx24ll #8 CONT TOP & BOT THICKENED COLUMNSJW/ 3-#5 EACH WAY SLAB 0 COLUMNS WALL SECTION WALL SECTION W/ 545 EACH WAY WALL SECTION WALL SECTION \,IIA6 11-011 -011 1/211 11-011 1/211 - 11-011 TOP & BOTTOM 1/211 if WEATHER RESISTANT BARRIER OVER EXTERIOR SHEATHING WINDOW & DOOR FLASHING 1. INSTALL WEATHER RESISTANT BARRIER (WRBYTO PEACE 010 SHEATHING STARTING AT BOTTOM 010 2ND FLASHING STRIP WALL, LAPPING IN A WEATHER SHEDDING FASHION. TURNED UP 6" AT SIDES AT TOP OF OPENING CUT WRB AT 48 DEGREES & TAPE TOP CORNERS & CENTER TO THE WRB ABOVe. 2. INSTALL FLASHING STRIP AT SILL EXTeNDING 611 BEYOND SIDES Or- OPENINGS W/ SMALL CUT AT 0D JAMBS TO ALLOW TOP 111 OF STRIP TO FOLD OVER FRONT EDGE OF SILL AND ADHERE TO SILL. ST FLASHING STRIP SILL DETAIL 3. INSTALL 2ND FLASHING STRIP THE SAME! LENGTH AS THE 1ST (STEP 21 OVERLAPPING IST AND EXTENDING UP 6" AT BOTH SIDES OF OPENING. WEATHER RESISTANT BARRIER OVER EXTERIOR SHEATHING REAR (INTERIOR) 4. APPLY 3/all BEAD OF SEALANT TO SIDE OF WINDOW/DOOR FLANGE, TO SIDI! JAMBS OF K: NAILING OPENING, & ACROSS HEAD OF OPENING. FLANGE 5. INSTALL WINDOW/DOOR, SHIMMING TO ACHIEVE SQUARL, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS PER WINDOW/ DOOR MANUFACTURER'S SPECIFICATIONS. (D 6. APPLY SILL FLASHING OVER WINDOW/DOOR FLANGE. 7. APPLY JAMB FLASHING OVER WINDOW/DOOR FLANGE, Vb 16 EXTENDING TO OVERLAP SILL FLASHING AND AbOVE THE TOP Or- THE! OPENING, AND UNDERNEATH LAPPING WRB AT HEAD. JOYCE RESIDENCE FLANGE! 8. APPLY HEAD FLASHING OVER WINDOW/DOOR 1827 OCEAN GROVE DRIVE! AND JAMB FLASHING, EXTENDING UNDERNEATH 7 LAPPING WRB AT HEAD. REMOVE PREVIOUSLY APPLIED ATLANTIC BEACH, FLORIDA TAPE AT WRB ALLOWING WRB TO LAY OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER 46 Fisher & Simmons Architects, Inc. DEGREE CUTS. 1510B Second Street South JacloonviHe Beach, Florida 904-247-1800 AA C000136 NOTES: wTsTZ-1`O/12/io 6 , 7 1. FLASHING TO BE SELF-ADHERING BITUMINOUS TAPE 0921 1,., i5s Z. i EQUAL TO PERMABARRIER BY GRACE CONSTRUCTION PRODUCTS. WALL SECTIONS A6 me F T lu Al't e D\ W\D LAG eAM W/ To 6x8 Cr--------------------------------El j C C C L5.j- < < C C C \00, Z Z- FR Arn I =@ <^ ^> -------------- i r e 4o' CS 4 04 C C ttL \\oo,> (A R C qp R I L------------- ll'-2Y211 0= L--------------- C I I U 4 T-aD ----------- <^\\ ^> -0 w e ., IN/ WELL r------------------ FLOOR (J DISP GAS r----------------- coo PUMP C r--" - 0 -- '%\�" I I R C C C lK C DBLE $� OVNS -------- -- IL r--------- C H AC-1 L IG H -C� "IN 'K7 C R� T R J�- G TS WINE B N COOLI UNDER CTR R 0 LI MWH ABOVE qp C C C H H in C C 111-2V DISP G A S Od Coo C_ .............i� C 1001�fc WIH H A ELECTRICAL FIXTURE LEGEND: $ TOGGLE SWITCH > L A DIMMER SWITCH DUPLEX RECEPTACLE (A 0 DUPLEX REC. ABOVE COUNTER (441' A.F.F.) i> DUP. REC. - WEATHERPROOF @ 22OV. OUTLET/JUNCTION BOX J 110 V. JUNCTION BOX H H TELEPHONE OUTLET S SMOKE DETECTOR CARBON MONOXIDE DETECTOR CABLE TV OUTLET A PENDANT CEILING LT. FIXTURE B WALL MTD. LT. FIXTURE JU Z 0)- C RECESSED CEILING LT. FIXTURE Z D DOUBLE FLOOD LIGHTS MTD. UNDER SOFFIT aj Q E EXHAUST FAN/LIGHT COMBO. SEPARATELY fm 5211 CEILING PAN (W/ LIGHT KIT WHERE 2 VS) G EXHAUST FAN H FLUORESCENT - SURFACE MTD K VANITY FIXTURE H L 24" UNDERCOUNTER LIGHT H R CEILING FIXTURE - SURFACE MTD. SWITCH ONLY LOWER HALF OF DUPLEX U OUTLETS WHICH ARE SHOWN AS SWITCHED. DOOR PROVIDE GPI CIRCUITS AT ALL OUTLETS AT pr-bir- 0 1-1. z SECOND F=LOOR WET OR DAMP AREAS. SEE ATTIC PLAN (SHT A2) FOR ATTIC ECTRICAL. 1/411 - lk-ON AT ALL ELECTRICAL WIRING TO BE IN ACCORDANCE CEILING W/ 2008 NEC. PROVIDE AFCVS IN ALL BEDROOMS PER ARTICLE! 210-12. TYPE R PIXTURES WITHOUT SWITCHING INDICATED SHALL HAVE AUTOMATIC DOOR JOYCE RESIDENCE (LIGHT ON WHEN DOOR OPEN) 1827 OCEAN GROVE DRIVE /2--,, FIRST FLOOR HAVE OWNER WALK-THRU AFTER LOCATIONS Or- ATLANTIC BEACH, FLORIDA 1-14ll 11-011 SWITCHES, OUTLETS, ETC HAVE! BEEN MARKED FOR OWNER APPROVAL OF LOCATIONS PRIOR TO KEYPAD WIRING & GYP BD INSTALLATION. Fisher & Simmons Architects, Inc WWNE FOR STEREO SYSTEM AS DIRECTED BY 1510B Second Street South JacloonvUle Beach, FlorldA 8 904-247-1800 AA C000131 —Td,,n COORDINATE W1 SECURITY SUBCONTRACTOR FOR 0921 JBS 1,,, JWTS 1,,,10/12/10 7 , 7 OWNER PROVIDED SECURITY SYSTEM & PROVIDE 110V sh. POWER SUPPLY FOR SECURITY PANEL. 0 ELECTRICAL PLANS A7