Loading...
HomeMy WebLinkAboutApproved PlansTABLE R3012(7) CLIMMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WEND DESIGN I SEISMIC f3ESIGN " CATEGORY SUBJECT TO DAMAGE F 100 NvfAtTER L'+ESraSN TE3dP` ICE BARRIER Y'SSENT REQUIRED FLQOO M(AZARr}S9 APR FREEZING INDEX, MEAN ANNUAL TEMP Spa (.t) p eftc� (NA) Frsas£ de7rRi 'ee mane N!A See Fig R30t 2(4) WA MOPPIC I NIA I Very Heavy I I WA NU NIA For SI: I pound Per swuase font -0"79 wsP 1rrdte Per twur=0.447 ays a. A' For Concrelm, as doliftrinwred Firm Ism V&OgmxV FlOWaf ftuPrR3as1.&ZMA The QrArv,tA msorgy ants spat be dalBmwed frorn AST'M C 34,C56, C GZ C F3. C W, C 129, C 145. C 216 W C 65?- b. Reserved. c Temulw -atestallim per FIT= R301-2(6) s "vary heavy." d. V6WO spwd sW be kmn Aw bassc.wwe d speed s F R304.2(4)j. 'mi9t'.d ax8r�.r/+s rzie2avD` s#v� tre d a.:rrinM • n a sAe- a base in +w�rx wer SeCbw R30121.4. e. Ttm olddaae design, df-tAi4`, abae shed be selacled from Ihvi o'kara s of 97 1J2-pertecwz vaks tcuvwnPel from N4w'rV*K D dfN3 Fu la SLATM Cam. Phmdmig §car. fhe AppattAx G s=...�.�..ae..m. sAs ffi Fe%%T� 'f to t taca4 ids. a :al wea'*ec espevior",� as �t by J.otFoat f. Reseved g. Ttm apO able €±ing body at+ab: fay i ' . fodpew shy ;a) ffire date of stw per' ys enky ®fixit a Nahirw Fk= blsur8lKe Program (ds:e of aetphon rffte Est code orfor rrwIof 000d razed ems). (b) the daWs) ai rt- From h,Eu wm Swy and (c) fire panel nIxm6emam! darts of-4 s:.eraitlp eftd[ FIRM w-4 FBFM. or odw flood bazwd wap adopbed W theaultiomy .eSefreded- W Reser'aed- i. ;. Reserwml k. Reserved. NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPLIES WITH THE REQUIREMENTS OF SECTION R302.92 AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. ATTIC VENTILATION CALCULATKK- VENTILATION REQUIRED: ATTIC AREA = Z353-3 SQ, FT. VENTILATION AREA REQUIRED = 1.g1B.0 SQ. FT f 150 (F.&C. R806.2) = 121B SQ. FT- PARAMETER& LINEAR FEET OF 16' VbDE SOFFIT - 165.5'. 10 ME SOFFIT - fal% 8' vADE S(-*nT = 48.0' SQUARE FOOTAGE OF SOFFIT = (165.5 X 1.33°) + (43.1' X 1- ) + (48.D° X .67) = 296.0 SQ, FT. NET FREE AREA OF VENTILATION FOR Apt TRIPLE 4 OR QUAD 4 FULL VET4T NARROW PATTERN SOFFIT = 11.74 SQ. 94. / SQ. FT_ VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 296.0 SO. FT, X 11.74 SQ. IN. ,d SQ. FT.. X 1 SO. FT. f 144 SQ. IN. = 24.14 SQ. FT. CONCLt1SION: VENTILATION PROVIDED = 24:14 SQ. FT. > VENTILATION REQUIRED = 15.62 So- FT_ rmE)ZfF'ORE SOFT VENTILATION IS ADEQUATE PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: ST. LUCIE COUNTY, FLORIDA CONTRACTOR: GLENN DAVIS CBC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT APPROVAL DESIGN PRESSURES HEAD: 1/4" X 3-314" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3116" TEMPERED 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS,14" O.C. MAX. SILL: 1A " DIA. X 2-1/4" FL15225.5 +40.0 - 40.0 PSF W/ SDLT. SMOOTH STAR TAPCONS SPACED 3"" FROM CORNERS, 3" & 6" FROM MULLION. STEEL TRACK BRACKET TO WOOD. 5116" X 1-518 " LAG SCREW (FULLY THREADED) HEX 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON « >> WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK FL9174.6 +39.2 -43.7 PSF ALL ANCHORS ARE 3/15" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 8068 S.G.D. SLIDING GLASS DOOR SERIES 420 MI WINDOWS AND DOORS 3/16"" TEMPERED HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17" FL15332.6 +1- 40.0 PSF (MIN) O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX. ALL ANCHORS ARE 3116" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW 185 SH MI WINDOWS AND DOORS 118" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +1- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16"' DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW 185 SH MI WINDOWS AND DOORS 11/8"" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.G. MAX., JAMBS: 16" O.G. MAX. FL17499.2 +!- 60.0 PSF (MIN) PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2)1/4" DIA. GLASS BLOCK 8"x8"x4*' MULIA, INC. TAPCONS AT EACH WALL TIE WITH 1-114" MIN. EMBEDMENT NOA 15-0916.12 +1- 90.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) QD WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16"° O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3116" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) Q WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +l- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) O WINDOW - 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE #10 WOOD SCREWS (1-1/4" MIN. EMBEDMENT) Go FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 6" FROM CORNERS, HEAD& SILL: 18" O.C. MAX., JAMBS: 18" O.C. MAX. FL15349.1 +1- 60.0 PSF (MIN) GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO ASPHALT SHINGLES CAMBRIDGE AR TAMKO BUILDING c<>> PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT FL18355.1 PRODUCTS, INC. EDGE, APPROX. 1" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT. PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY PROVIDE TRIM NAILS EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICAN CONSTRUCTION MATERIALS «» ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +/- 50.0 PSF (MIN) "SAFETY EDGE" TOWN & COUNTRY METHOD OF ATTACHMENT: DIRECT MOUNT J"56.2 HURRICANE SHUTTERS STORM PANELS INDUSTRIES, INC. «>> ALL ANCHORS ARE 1/4'" DIA. TAPCONS 1-114" MIN. EMBEDMENT) ( +/-54.0 PSF (MIN) 33 PSF: 16" O.C. SPANS UP TO 5', 9.9'" SPANS UP TO V-2", 38 PSF: 15.8" O.C. SPANS UP TO T 8.6" SPANS UP TO 9"-2", 47 PSF: 12.7" O.C. SPANS UP TO 5', 7"' SPANS UP TO T-2", 54 PSF: f 111.1" O.C. SPANS UP TO 5', 6.1" SPANS UP TO 91-2" have revieryed the above product approval infaumatioD and approved it. Ce,titicatiop Number: CVR A-1.0 A-2.0 A-3.0 A-4.0 A-5.0 A-6.0 A-6.1 A-6.2 A-7.0 A-8.0 INDEX 1 PROJECT INFORMATION ELECTRICAL PLAN WALL SECTIONS / NOTES WALL SECTIONS INOPTES WALL SECTIONS / NOTES INTERIOR ELEVATIONS 2014 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (SQ. FT.) DESIGN PRESSURE 0 to 19.9 46.1 PSF / -50.0 PSF 20 TO 49.9 44.0 PSF / -47.9 PSF 50 TO 99.9 41.2 PSF 1 -45.1 PSF 100 TO 499.9 39.2 PSF / -43.1 PSF 500 AND ABOVE 34.3 PSF / -38.2 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE j 0 to 19.9 46.1 PSF / -61.7 PSF 20 TO 49.9 44.0 PSF / -57.5 PSF 50 TO 99.9 41.2 PSF / -52.0 PSF 100 TO 499.9 39.2 PSF / -47.9 PSF 500 AND ABOVE 34.3 PSF l -38.2 PSF *PLANS DESIGNED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE TYPE OF CONSTRUCTION: CBS X FRAME BUILDING DESIGN: ENCLOSED X OPEN PARTIALLY ENCLOSED ULTIMATE DESIGN WIND SPEED:140 MPH NOMINAL DESIGN WIND SPEED: 124 MPH INTERNAL PRESSURE COEFFICIENT: +1- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' OVERHANG:1.33 FT 160 MPH X ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND PRESSURES: 00 II *_w SHUTTERS: (SHINGLES) 17 PSF (TILE) YES X IMPACT RESISTANT ASSEMBLY. YES m ( 170 MPH THESE PLANS AND ALL PROPOSED WORK ARE SUNECT TO ANY 009MECTIONS REQUIRED DY MILD INSIVOTOAS THAT MAY 1E N10161ARY IN OMER TO 0014111I.Y WITH A11, APMAIA 00011, ST LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO OR REVIEWED BY CC DATE - PLANS AND P RMIT MUST DE KEPT ON 400 OR NO INSPEOTION WILL DE MADE CONCFAED FASTEHERS OR ATTACHMENTS ARE THE RESPONSIBUTY OF THE CONTRAOTOROFRECORD PROJECT NO. 15-015-013 DATA aRA,(auv t?RAVUAI BY 1 Q-29-17 MCA CAYMAN 1763 82 LIVING 1753 SQFT GARAGE 387 SQFT LANAI 118 SOFT ENTRY 38 SOFT TOTAL 23� SQF1` P LAN _ MASTER PLAN REVISION 2-3-17 '17� vl O) W c� In Sdd 61 LU Q0 :3 et [V z m UJI Q QWLLQ z d-1C �. 00 CIP.LL � � 11^��11 _ r--L" Lire z< IN w CID fl- zzF- r iL) w �U)z Z0 L.l S �EL LU J w 1 SHEET CVR THIS STRUCTURE HAS BEEN DESIGNED AND REVIEWED FOR COMPLIANCE OF FBC 1606.1.4 FOR ONE OF THE FOLLOWING; INTERNAL WIND___ i-„ INDBORNE DEBRIS PR C IMP (Int.) TANCE GLAZING C 0 t ao in - ' HB it 7 5/8; 0 0 I a 1'- 23'-8" 15'-0" 36" SO. X 16' DEEP CONC. FIGS. W/ r (3)-#5 EACH WAY F — -1 ■! ■! �— I ■ T—— — — — — — — — T I 0 L J L I J ' I GT 7'-0" 6'-10" 5'-2" 4'-8" G1 D ' ' ■in in in 2'-8" 0 8'-0" 3'-8" 1 — — — — — — — — — — — — — — , OD A A I E 1 I ■ ■ 1 I- — — — — — — — — — — — — �Ito 032'-6" N J RECESS SLAB --—! FOR S.G.D.1 a1 LAV LAV in N � I II rn o M WC II W INDICATES C.M.U. CELL FILLED - W/ CONCRETE AND (1) #5 VERT. ! I REBAR CONT. FROM FOOTING I 9'-4 1/8" TO TIE BEAM (TYPICAL) I RECESS SLAB 3 1/2" 10'-7 5/8" 1 I 3 1 /2- FOR SHOWER SINK I I I I ■ I I W/ DISP. I I 0'-0" I I I I I A REFERENCE I ' FINISH FLOOR I I in I f I I I I 4" 2500 PSI CONC. SLAB W/ FIBER MESH, ON 6 MIL POLY VAPOR BARRIER 1 ■ I OVER TERMITE TREATED I COMPACTED CLEAN FILL TO A MINIMUM DENSITY OF 95% AS DETERMINED BY ASTM D-1557 I I H, ■ I 1 M I I F — — — — — — ---A -- ---I ■ TUB/SHWR H1 WC V 1 I 7'-11 7/15 LAV F—-- l I in a -2.Co ( W I I W - 5,f 8 I �i InI p rA CID I I I °' I � I■ I I `iGo I 1 I I I ' ■ I I IIn A I I I F ASTDOOR OPE DOWN " Co m I I 1 I I inin I I L--- — --� 1--------T---T nUJ ■ ■ ■ ■ in ■ 3'-7" -2" 3'- 7 I. I 12'-4" 6'-4' 20" 38'-0" 16'-0" 19'-e 20" A 1 A , e 6x6 - 10x10 7SH wOR FIBER MCON 6x6 - 10x10 WWF CO8 SLAB OR FIBER MESH j SLAB 2- 0 GRADE _ICID L BARS2-#5 BARS BA S - BARS 8" ' 6"� 8"1'-4 2'-0" A DETAIL B DETAIL C DETAIL 1 1 1 o 2 - I 2- - --Ito 72RMIN BA S -� BELOW o' 8"1'-4 i� D DETAIL 1 1-1/2" AT FRONT ENTRY 6x6 - 10x1O WAIF OR FIBER MESH CONC. 1•_O- SLOPE SLAB 2- -- - GRADE BA S F DETAIL 1 CONIC. 1-#5 SLAB BAR m G DETAIL no 1 I 5 1/2" FRAME 7 5J8" BLOC W CONIC. SLAB -7- - —ir 00 I I 00 _ 2-#5 I -4" BARS in rj-�N DETAIL - S.G.D. 1 CONC. A/C PAD CONC. 8 VARIES 8" SLABIt It It — ---- ---- N SHOWER RECESS M L DETAIL , NOTE ALL FOOTINGS DESIGNED FOR 2,500 PSF SOIL BEARING CAPACITY DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 71'-0" AE = 58'-9" BD = 64'-6" BF = 68'-6" DIMLN51UN5 AKL ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 1-#5 CONC. BAR SLAB mac, l H \ DETAIL 1 CONC. 2-#5 SLAB -i BAR 0 .. t 4" 4" K DETAIL 1 \ SHOWER RECESS ..,2 AT WALL M DETAIL , PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN. 3" MIN. — DETAIL 4 FOOTING & REBAR 1'-0" 1'-0" TRANSITION PIPE THRU PF FTG. DETAIL 1 3" V.T.R. \� I l 1 �,IAV , I LAV I I , I I , I I I ; 3" I W.C. 2" I TUB 1/4" = 1'-0" 3" U) CONC. w SLAB Q H1 DETAIL 1 CONC. SLAB G 4 8"1 DETAIL 2" V.T.R_ I I I I 1 2" V.T.R. SINK J2" I I � \ 1 I 1 2' WASHER 3" 2" W C i 3' 3" MAIN SHWR. I TO SEWER 2' ' OR SEPTIC TANK TUB/ SHWR. SCHEMATIC PLUMBING RISER 10 as � N W 6mi m z M It- w w W >Ir L o It a Lt1 fD JQQcO u- coo> 1 Z Q 40 Q3f ti zQ o0. oi V Wm1� z z l Z Z ti ;nWO S a W J W SHEET A ■ O I 0 +6'-8' HDR. HT +6'-8" HDR. HT. "o +6'-8' HDR. HT +6'-8" HDR. F HT. o 1 E 04 0 Ln N I 23'-8" 14'-4' 4" CONC. COLUMNS 1'-4 TOP +8'-O' A.F.F. 14'-2" ! CONC. LINTEL ABV ■ I A" COVERED PATIO +r-4" t O HDR_ HT. 8' CLG. i ■ R/S ■ ■ ■ 8'-0' 3'-S" I cn CLG. I 8' CLG. f .- _8'—O' $'-8' CLG. i ! ■ _._._ - i ■ N f 0 (_ _ _9'-O" I t° 13'-7 1/2" f 14'-1 1/4" R/S MASTER BEDROOMI ! I so, o+ t COFFER CLG. t in I t FAMILY ROOMin 4 i VAULTED CLG. ■ 3'-5' 2'-6� 42it t t N ■ WALL 8' CLG. - `� 2'-0' 1 io 04 \ P.T. 2-2x4 z t- _ — — — — — TYP. j `e0 F N ■ t of M 3'-5" t 4'-1 1 4 3'-0' 5'-O" / " 5'-7' 11'-4" _ RAISED ----- 2 -3 1 /2' t RAISED I ! BARTOP DEN/BEDROOM #4 I BARr� 1 I SINK W/ I ! I DISP. f ! 8' CLG. m 1 LIVING ROOM o E CATHEDRAL CL f VAULTEDKITCH II G. 0 II i 0 t R/S I co- f — t \ l Z 4 ® R/S N t � ( I in g t� ■ ■ M t BREAKFAST t =COD -5VAULTED G. 5-7 3/4 5-4 1/4" 154 1/4" 1 UZ ao - 9'-6 1/2" t 6 2 © i BEDROOM #2 I \ 4 -4" 5'—, 8' CLG. DINING ROOM 1 $ CLG. c' CATHEDRAL CLG. i 5 SH. W. N i f 8'-0' 8' CLG. 4� 1 i AG D 1' E --- M.T. ■ t 8' r� o 7 S-7 1/2 ¢ 7'-1 3/4' 18'-31/2" VAULTED CLG. _ 2'-8" Z (f I 2X4 m \u a O ,n KNEE4VALL- O ' TOP + 9 R/S 5 M.T. 12'-11' A.F.F. I I� 22'x54" 0)I i I — — ATTIC ACCESS ! 8 SH / \ W/ STAIRS FACE OF GABLE — Q o �jHDR. HT END TRUSS ABV. . 1O' -4' 2X4 KNEEW - GARAGE TOP + 12' 11" +12'-11" BOX OUT BETWEEN 8' CLG. A.F.F. CLG. HT. TRUSSES A 3V. — — — — GARAGE RC OF i 6'-0" 1'-8 3'- 3/4 FACE OF 8"W GABLE END ARCH 1 �-6� 0 BEDROOM #3 1 TRUSS ABV. ABOVE ■ 1 8' CLG. 0 I I m 11 A0 ! ■ ■ ■ ■ NJ j ■ 6'-2' P-C. HDR. ONLY (NO LINTEL COURSE ABV. WDW. 20' 16'-0' 20" 12'-4' 6'-4' 19'-4' 38'-0' 0 I 1 04 N -VENT MICROWAVE THRU WALL 0 I 0 <�u o D Lo HDR. HT. \--DRYER V.T.W. SLEEPING ROOMS PROVIDE AN EGRESS W!NDOW WITH A NET CLEAR OPENING OF 5 SO. FT. FOR GROUND FLOORS, E,i SO. FT. FOR UPPER FLOORS. OPENINGS SHALL NOT BE LESS THAN 24-H OR 20'W SILL NOT MORE THAN 44" ABOVE FLOOR. DOOR SCHEDULE 0 SIZE PER BLDG. R.O. SUPER. Q REMARKS 1 3068 W/ SIDE LIGHTS 1 EXT. DOOR MUNTINS IN SDLTS 2 8068 S.G.D. 1 EXT_ DOOR 3 2868 SOLID CORE 1 GARAGE DOOR 4 2868 7 INT. DOOR 5 2468 POCKET 1 ENT. DOOR 6 2068 POCKET 1 INT. DOOR 7 2668 BIFOLD 1 INT. DOOR 8 4068 BIPASS 3 INT. DOOR 9 2068 BIFOLD 1 INT. DOOR 10 2068 1 INT DOOR 11 16070 OVHD. DOOR 1 GARAGE DOOR 12 2868 POCKET 1 WINDOW SCHEDULE 0 SIZE R.O. SUPEBR. Q REMARKS A 35 SH ELLIPSE 1 MUNTINS B 25 SH 2 C 4'W X 3'-4"H. GLASS BLOCK 1 D 4040 SH 1 E 1/2 33 SH 2 OBSC. TEMPERED F 35 SH 1 0 52'W x36'H. EYEBROW (28' LEGS) 1 MUNTINS 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH 2O14 FLORIDA 13UILDING CODE 1MNDLOAD AND EMERGENCY EGRESS REQUIREMENTS. NOTES: 1. WOOD STUD SPACING_ (UNLESS OTHERWISE NOTED ON PLANS) -EXTERIOR FRAME WALLS AT 16" O.C. -INTERIOR FRAME B RG. WALLS AT 16' O.C. -INTERIOR FRAME NON-BRG. WALLS AT 24' O.C. ACD -KITCHEN CABINET WALLS AT 16' O.C. 2. FRAME WAILS ARE DRAM 3 1/2' WOE UNLESS OTHERWISE NOTED 3. CONC. BLOCK WALLS ARE DRAWN 7 5/8' WIDE UNLESS OTHERWISE NOTED 4. TOOL CONC. BLOCK JOINTS INSIDE GARAGE WALLS (BRUSH do CLEAN) iB 5. DOOR & WINDOW ROUGH OPENINGS Tom. I I SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BEARING WALL +8'-0' UNLESS OTHERWISE NOTED 0 I 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION FLOOR PLAN 1/4" = 1'-0" F EVIEW REVISIONS MASTER PLAN REVISION 2-3-17 vJ co W vE.-I44 d nzi G Q c� � � W ^'mot to to i` N w �7 Z� Z � � ® wQ cz 0 g O LU to s z �Oam ga ILA O w � �` Q to FU LUmV Z Z P- w w Z Z �w� a. w J w SHEET A 2mO PROJECT NO. 15-015-013 DATE pR10.WMi DRAWN BY 10-29-17 MCA CAYMAN 1783 B2 LING 1763 SOFT GARAGE 387 SOFT - LANAI 118 SQFT ENTRY 38 SQFf TOTAL 230G SQFF :JULN10,4:01�b�1 P.T. (2) 2X4 BUCK - CONNECT TO BLOCK W/ )is x 3' TAPCONS (1 1/4' MIN. EMBEDMENT INTO BLOCK) i W/ 3-1/4' x 1/4" (MW) TAPS sWD+rrllf ))T I AND 4 EQ SPACED TAPCow ON EA wNwAL LEG W/ MIN. EIRIED OF 1 5/8' HEAD/JAMB DETAIL_. EXT DOOR PRECAST LINTEL AT TOP BLOCK COURSE h rJ• it-s•,:. , s-1� 17-1 J' REAR ELEVATION 2x4 PERT_ AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END TOE NAILED W/(2) � tad AT BOCK 2x4 SOLD BLOCKING (FULL WIDTH Or WALL) STWN. PLYWD. ARCH FANS W/ (3) - 10d NAILS THRU Q.S.B. INTO EA. 2x4 A.T. (2) 2X4 BUCK - CONNECT TO BLOCK W/ ) x 3' TAPCONS (1 1/4' MIN. 2X4 VERT. MACES EMBEDMENT INTO BLOCK) L 75/32" COX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4' O.C. PROVIDE %7 x 3" TAPCON 0 2x4 SOLID BLOCKING (FULL t j4' MIN. EMBEDMENT INTO WIDTH OF WALL) BTWN. PLYWO. BLOCK) AT EA_ SIDE BUCK-(1) ARCH FAGS W/ (3) 10d NAILS WITHIN 4' MIN. TAPCON OF THRU O.S.B. INTO EA. 2x4 START OF ARCH BUILT-UP PLYWOOD OR BUCK - SC ACKSISCRIBE BACKSIDE TO FIT ARCH. x 3' CONNECT W/ 8d NAILS BUCK SECTION A- A CTINU15 RIDGE HEIGHT 6'W. RAISED TRIM (PROD. 3/4') KEYSTONE (PROD. 1 1 /2" TOP OF BLOCK A.F.F. — — TOP_OF SLAB_ (REF. ELEV.) — 2'- r"" non® (PROD. 1 1 /2") -I j rr-J J' L'i2•.at ! 'AI N BED OF CANX $ 12 FASIENED TT 61 3116-qA APCOWS 0 ILL" a/C SILL DETAIL EXT DOOR 1 /4" 15/32" COX PLYWOOD A-AFNAILED TO BUCK W/ 8d NAILS AT ICO.C. PRECAST LINTEL AT TOP PANEL (BOTH BLOCK COURSE ARCH IN MASONRY OPNG. DETAIL 12 16 18'H.xT8'W. QUOINS SMOOTH FINISH AT W/ 2' CI.R. BTWN. FRONT DOOR / WDW. (PROD. 3/4") FRONT ELEVATION 1 /4' = 1'-0' BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS LINE OF RECTANGULAR ROUGH OPENING 6"W. RAISED STUCCO FRIEZE TRIM (PROD. 3/4') -i — — — — — — — — — — — — — — — — — — cq ■ ■ _ F !OD CEMENTITIOUS COATING o 3= ON BLOCK i o m 30 um CEMENnnous COATING ON BLOCK \-WH.x18"W. QUOINS LEFT SIDE ELEVATION 1x3 OR 10 AL RUCK SET N WpmAND NAILED ' USE HARI)ENED CO[. NAILS AT 12' O/C MAIL COMC. OR MASONRY WINDOW 1/4' = 1'-O' FRAMEALUMMIM FASTEN RM MICK W/ 3/16 xJ 1/4' TAPCLW SfJLENS 0 24- 0/C MAX. N PCMDRILLED HOLES 8Y MANIXACRIUR aR MAsawy 1x3 OR M P.T. MACK SET N SEALANT AND MAILED W/1-1/2' CASE HARDENED COi. MAILS AT 12' O/C MAX. \-wywtL BOARD LMAJONG JAMB DETAIL WINDOW W/ 2 CLR_ BTWN. RIGHT SIDE ELEVATION 16'OVERHANG TYPICAL UNLESS OTHERWISE NOTED - —TOP OF BLK -4-:& XF.F. —ALIGN FRIEZE BD. W/ GARAGE DOOR HEADER 18"H. STUCCO QUOINS W/ 2' CLR. BTWN. (PRO & 3/4`) ENTRY SECTION 1/4' - 1'-0' SILL DETAIL WINDOW 1 /4" = 1'-0" r.tJ ,- . r• « •.r 7 7! hr` A n ,rr 59 4 If J (SGD) 12 16 —TOP OF_BLK. +8'-0" A.F.F. TOP OF SLAB +0'-0' A.F.F. (REF. ELEV.) 8'H_x18"W. QUOINS W/ 2- CLR. BTWN. FRAME FASTEN ID SILL W/ 16 x I' SCREWS 0 2'-0' O/C Y. Tt ti� N VIM FATV� (SGD) TOP OF SLAB +O'-0' A.F.F. (REF. ELEV.) MASTER PLAN REVISION 2-3-17 ^Z4 C) � Q� :1-4 q cC Q O I..q C) 114 �cri /\') c/J J E- 4 N W to to T CD U] � CD w[tN zce)ti • Q � X a L4i1 LL O z O_ O QU_�cO C, r U ELWcco0 11ltoti0 z z n CO z ZO UI = ­3 CL LU J LU H SHEET HATCHED INDICATES BOTTOM C BLKG. AT SEE NOTE 1/200 A.B. AT 32" O.C. IN LINTEL av 900 11 B-7 SEE GABLE END SECTION 0 VAULT W SHELF ZZ MEET A6.1 N2O B-6 B-8 If 11 1) II II II B-70 I I E — — f $ c cT II li I II li I ��Q I II !i III I I l i2, 1 "X' BRAC14 11 TYP. B-s 1i t I I I II Il 8' FLAT I CATHEDRAL CLG. CLG. I VAULTED CLG. OH OH 8' FLAT CLG. 1I B-5 VAULTED CLG. B-5 I I I I B-4 8' FLAT CLG. CATHEDRAL CLG. 8' FLAT CLG. I B-3 I I 8' FLAT CLG. VAULTER CLG. 8' FLAT CLG. 1'-4" OH _C2)2x6 —___j 2x4 "X" BRACING TYP. s 4l II II x ATTIC ACCESS W/ STAIRS 2X4 KNEEW - TOP +12'-11 A.F.F.-- l I ( 2X4 KNEEWALL- TOP +12'-11' A.F.F. 6' FLAT l l ! ( CLG. I — — — I I ! I E I I AREA HORD D.C. 1'-4" off II I II P.C. HDR. BOT_ 2x4 'X' +7'-4" AFF B-2 BRACING TYP. 1 2"0 A.B. AT 32" O.C. IN LINTEL I I II I I I I II II E ` F s 1s' II II II - - - - - - - LIN 1 o B-1 1/270 A.B. AT 32' O.C. IN LINTEL SEE SECTION X-X ON SHEET A6.1 SEE SECTION X-X ON SHEET A5.1 ANCHOR SCHEDULE (SIMPSON STRONG -TIE PRODUCTS MODEL NUMBER) DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN SIMPSON HETA20 < 1810 > 10-10d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) SIMPSON MTS12 < 1000 > 14-10d x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) 'ROVIDE 2x4 IOTTOM CHORD ILKG. AT 48" O.C. ;EE NOTE #2 (2)2X W/ PLYWD. SPACER BEAM AS NOTED PER PLAN SPH4 (TOP PLATE TO STUD CONNECTOR) TYP. 2x CONT. STAGGERED MID -WALL BLOCKING (WALLS OVER 16 HT PROVIDE BLOCKING A 4'-0" O.C. MAX. — 2x STUD 16" O_C. 'ROVIDE 2x4 OTTOM CHORD LKG. AT 48" O.C. EE NOTE #2 !x4 'X' IACING YP. 6 MAX. ROOF TRUSSES OR 2x RAFTERS 0 24' O.C. CONNECT W/(2) 16d MIN. COMMONS TOE -NAILED TO TOP PLATE SEE ROOF PLAN FOR RE(:D STRAP AT EACH MEMBER. SPH4 (TOP PLATE TO BEAM CONNECTOR) ® 16' O.C. TYP. LSTA24 (BM. TO STUD LFLAT ARCH CONNECTOR) TOP PER PLAN NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL PLATE ANCHORS. AND BOLTS TO SLAB NOT REO D AT INTERIOR BEARING WALLS NOTED FRAME OPNG. ON PLANS AS SUPPORTING GRAVITY PER PLAN LOADS ONLY (NO UPLIFT LOADS). (PROVIDE (2) CONNECTORS SPH4 (STUD TO BOTTOM FOR SPANS PLATE CONNECTOR) OVER 6' OR NUMBER TO MATCH AS NOTED) NUMBER OF STRAPS ABOVE OPENING 1/2" DIA EXP. BOLT (2 %7 MIN- EMBEDMENT) W/ 2" X xti THICK WASHER ® 24" O_C. (PLATE TO SLAB CONNECTOR) FRAME BRG. WALL TO SLAB CONNECTOR DETAIL EXT. WALL OR INT. BRG_ WALL CONNECTOR PER ANCHOR SCHEDULE 2-2X4 TOP PLATE W/ SIMPSON 'SPH4" AT EACH TOP PLATE / STUD CONN. KNEEWALL W/ 2X4' SPACED 16" O.C. 2 X 6 BETWEEN TRUSSES UNDER FRAME WALL SIMPSON 'SPH4" AT ALL BOT. PLATE/STUD CONN.- FRAMING PLAN 1/4" = 1'-0" PRECAST HEADER SCHEDULE B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 2O8" 8F16-1B 950 PLF 361 PLF B-2 70" 8178-113 1459 PLF 1272 PLF B-3 42" 8F8-TB 3166 PLF 2165 PLF B-4 64' BF16-18 5365 PLF 2290 PLF B-5 M. 8F16-1B 6039 PLF 2507 PLF B-6 70" 8F8-iB 1459 PLF 1272 PLF B-7 112" 8F16-1 B 1818 PLF 980 PLF B-8 9O' 8FI6-1B 2661 PLF 1634 PLF B-9 168" 8F16-16 1002 PLF 559 PLF -e- EFB-IB >�P6-1B TYPE DESIGNATION F = FILLED VITH GROUT / U LWILLED • QUANTITY OF #5 REBAR AT a A` BDTTfI LINTEL CAVITY £! 8F16-1B/1T `Z In g .a ni #5 REBAR AT TOP NDL (1) REQ`D ' CLEAR NOMINAL WIDT ° #5 REBAR AT BOTTOM NOMINAL HEI RQEBAR T TF #5 Or LINTEL CAVITY e' NUMAL WUITH 12 PER CONNECTOR PER ENV ANCHOR SCHEDULE TRUSS OVER ENTRY +13'-2' STD. BRIG. HT. DBL 2x4 TOP PLATE PLACE 2 X 4 STUDS OVER EACH TRUSS (2--0' O.C.) 15/32" COX PLYWOOD 8d 0 4" O.C. EDGES 6" O.C. FIELD % \`'�— CONNECTOR PER FRAMING PLAN P.T. 2X4 BOT. PLATE W/ 1/2" DIA. A.B. ® 16" O.C. W/ 2-3/4' MIN. EMBED. & 2" SO. WASHERS KNEEWALL DETAIL 3-16d NAILS 2 X 4 VALLEY FRAMING AT 16' O.C. ` • 7iel^� FRAMING NOTES: 1- DESIGN LOADS: WIND. 160 M.P.H. AT 3 SECOND BURST ROOF 37 PSF (20 L L/17 D.L) 2 /2 OR BETTER 2x4 BLOCKING AT V-O' O.C. WITH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3- AT BLOCK/STRUCTURAL FRAM WALL CONNECTION. PROVIDE 1 /2" DIA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/e MIN. EMBED_ A 24' O.C. VERT i (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL i. Fll�!ANENT OR TEMPORARY BRACING OF TRUSSES PER HMI. ANY ADDITIONAL • r, - , . ai i ,a- ai BY TRRUSS ENGINEER ON Sc jai AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON MEASURED FROM TOP OF FINISH FLOOR (REF ELEV OP-}-) 7 ALL TRUSS M TRUSS CONNECTORS . : SUPPLIED BY TRUSS MANUFACTURER. -a , . ADDITIONAL INFORMATION. 9. OVERHANG IS V-4' UNLESS NOTED OTHERWISE PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-17 ko A o� C/)tico ko `01 © M a0 n cV LLI cq Z ch ct w Q >o WOfu z to Jd�co OIL Goo co LU L) 0- w WmINU Z Z r- a) Z Z p LU = a. W J LU SHEET A 4mO PROJECT NO. 15-015-013 DATE DRAYML DIxavuN BY 10-29-17 MCA CAYMAN 1763 132 LIVING 1763 SOFT GARAGE 387 SOFT LANAI 118 SOFT ENTRY 38 S4FT TOTAL 2306 S(2FT I I I -------- I PREWIRE I TV0I I I i I I AN- �� S� L-7Z'-- ---� S.D.O C.M.D. I © 0` S.D. ( i PREWIRE ry I I PREMRE � I I /I PREWIRE I I I i SD� EXH. FAN— S.D. Q ----- C_M.D. 41 Im COACH LTS_ PREWIRE i I — t'— w I- I{ ME 77/T t 1. .AY •_. i �iyt 3 #1 CU THHN OR AL. EQUIVALENT i 2" CONDUIT 3 #1 CU THHN OR AL. EQUIVALENT i 2" CONDUIT ELECTRICAL LOAD CALCULATION 150 30 CKT 0 I PANEL 2074 S.F. AT 3 VA 6.2 kVA G 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 3.0 kVA METER LAUNDRY CIRCUIT 1.5 kVA 150 RANGE 12.0 kVA 1 WATER HEATER 3.0 kVA M C. B OUTLET FOR DISHWASHER 1.5 kVA • MICROWAVE DISPOSAL 1.5 kVA DRYER 5.0 kVA SUBTOTAL 33.7 kVA IA FIRST 10 kVA AT 100% 10.00 kVA 2" RIGID O.H. SERVICE F.P.L. REMAINDER AT 40% 9.48 kVA TOTAL OF OTHER LOAD 19.48 kVA — 10 kVA OF AC AT 40% 4.00 kVA TOTAL 23.48 kVA NO. 4 CU. WIRE 23,480 VA DIVIDED BY 240 V 97.8 A TO UFER GRND. POOL SUB PANEL 30.0 A TOTAL 127.8 A W- USE 150 AMP SERVICE SCHEMATIC ELECTRICAL RISER D. 4 (BACK TO BACK SERVICE) I1� \ �j I IIIIWH \ / , \�ll� DlS � 22-z54" ATTIC ACCESS I i �1r W/ STAIRS — — — W/ PULL CHAIN LIGHT ABV. GARAGE DOOR ELEC- T OPENER PREWIRE PANFJ 1 N I I ' I N I ' 1 I I I I I AC T OF AREA FOVINYL OR TILE PER CONTRACT PROVIDED ELECTRIC SMOKE DETECTORS WITH BAM.RY BACK . LIP IN ALL SLEEPING AREAS AND STAIR LANDING WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. COACH LTS. PREWIRE A CARBON MONOXIDE ALARM SHALL BE INSTALLED IN ACCORDANCE WITH F.A.C. RULE 88.3.0472 WITHIN TEN FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. ELECTRICAL PLAN 1 /4" = 1'-O' ELECTRICAL NOTES 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GR CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER EOWPMENT AS REQUIRED BY N.E.C. 5_ IF NE BRANCH CIRCUITS ARE ADDED: A) ALL. 12OV. SINGLE PHASE. 15 & 20 A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS. UBRARIES. DENS. BEDROOMS, SUNROOMS, RECREATION ROOMS. CLOSETS. HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC —FAULT CIRCUIT INTERRUPTER COMBINATION TYPE. INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12 (B)). B) TAMPER RESISTANT RECEPTACLES (NEC 406-11) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2008 NEC 210.52, ALL 125V. 15 & 20A RECEPTACLES. NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND 2010 F.B.C. will I • <�► s s tr tttr r �E ! I'a !. • . I !.: Mat I V •.i 1-11 i1P i' .:.:• ► of 7 If, i. i a, �a , ,. a ,aii• •. r�a i ► - �i nil 1-111.111VI v1 Q Q co ti ([[� 0 lei to to rn n �. rn "W3 w D 'IT Z M F- w wct Q w Of LL u LLOL a C) w nn, co OLQ S r Ltl W Z Q ED W Z Z to Z Z p w = a w w I — PROJECT NO- 15-015-013 DATE DRAM DRAWN BY 10-29-17 MCA CAYMAN 1763 B2 LIVING 1763 SOFT GARAGE 387 SOFT LANAI 118 SOFT ENTRY 38 SOFT TOTAL 2306 SOFT SHEET A 5m0 12 PER �ELEV. R-30 INSULATION 1/2- CLG. GYP. BD. 8"x8' U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 REBAR CON] PRE-ENG"RID PRECAST LINTEL SEE SHEET A 4.0 FOR DETAILS 1x4 P.T - PLOYCEL SEALANT - P.T. WOOD BUCK - ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) - MARBLE SILL - 1/2' DRYWALL ON 1x2 P.T. FURRING 0 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER - WD_ BASE - 4" MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER CLEAN COMPACTED POISON FILL HURRICANE STRAP 0 EA. TRUSS - REFER' TO FRMG. PLAN \ CONNECT EA. TRUSS BOTTOM CHORD W/(2} 16d MIN COMMONS TOE -NAILED TO TOP PLATE SIMPSON 'SPH4" AT EACH STUD TO TOP PLATE W/ 12-10d X 1 1/2' AT EA. 1/2" GYP. BD. - PROVIDE R-11 BATT INSULATION AT ALL WALLS ADJACENT TO NON -AIR CONDITIONED ROOMS SIMPSON "SPH4" AT EA. STUD TO SILL PLATE W/� 12-10d X 1 1/2' AT EA. 4" MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL FOOTING PER FOUNDATION E ARCHITECTURAL FIBERGLASS SHINGLES OVER 15# FELT ON 15/32" COX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) \� '' •" • - r FA a ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT ------------------������W------DW HDR. HT. PER PLANS - RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS CEMENTITIOUS COATING OVER 8x8x16 CONC. BLOCK /1-#5 VERT. BAR TIED INTO #5 BAR DOWEL W/ STD HOOK AND RUNNING INTO LINTEL (LOCATIONS PER FDTN. PLAN) _ O -0" _ - Y TOP OF SLAB FINAL GRADE STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. CONC_ FIG. PER -� FOUNDATION PLAN TYP. EXT. BLOCK WALL INSULATION PER PLAN ® 24' O.C. 1/2' GYP. BD. DBL 2x4 TOP PLATE 2x4 STUD WALL IB 16' O.C. W/ MID -WALL BLOCKING (WALLS OVER 10' HT. PROVl)E BLKG AT 4'-0" Q.C. MAX.) 2x4 P.T. BOTTOM PLATE W/ 1/2' DIA. EXP. BOLTS W/ r WASHER AT 24" O.C. (MAX) 2 3/4" MIN- EMBEDMENT 2 2x4 STUDS ® SPACING II PER PLANS �--J I t VERTICAL FILLED CELL • I W/ 1-#5 BAR I (2) 16d 1 CONC BLOCK WALL 9 it O.C. J� I \-(2) (2)2x4 P.T. W/1/2' DIA. 10d COUNTERSUNK BOLTS M 6' O.C. 1 0 24' O.C. VERT 1 2 1 /4" MIN EMBEDMENT 3 1 /4' I WITH 2' SQUARE x 1/6' I THICK HURRICANE WASHER DETAIL AT j TOP OF SLAB 90" CORNER I EXTERIOR FRAME WALL TO CONC. BLOCK WALL CONNECTION 3/4' PLYWOOD SHEATHING --- DECORATIVE CEMENTITIOUS COATING ON LATHlk - WNDWY HDR HT PF12 - - PLANS ALUMINUM TRANSOM WINDOW WITH FLANGE MOUNT ATTACH PER WINDOW MANUFACTURER SPECIFICATIONS. 2x6 p P.T. NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOPOR SILL PLATE ANCHORS, AND BOLTS TO SLAB NOT REQ'D. AT INTERIOR BEARING WALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS). INTERIOR BEARING WALL SECTION i ae ••i «r •,,,. f.. Ii:itl.�x�•;><4 .. i'i7`TItT�tm7TTl 1/2' GYP BOARD HEADER PER PLANS 1 1/2- GYP BOARD TRANSOM WINDOW /DOOR SECTION (TYP) MOUME. , « 1/2- DIA L-BOLT - (8' LONG) W/ 2" WASHER AT 32' O.C. MAX. 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ CONC. 2x6 P-T. FROM SOT. OF NAILS AT 12" O.C. -1 FHDR. TO CLG. UNE EQUAL EQUAL N DIA L-BOLT Or LONG) W/ 2- WASHER AT 3r Q.C. MAX - nN GARAGE DOOR OPENING N ELEVATION GARAGE DOOR DETAIL 2x6 P-T. STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 3 SEC. BURST PER ASCE 7-10/ 2014 FBC. 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO THE 2014 FLORIDA BUILDING CODE. 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX 4" THICK WITH FIBER MESH AND/OR 6 X B-10/10 W.W.M. W/ MIN, 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER COMPACTED CLEAN FILL. 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94". THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING FIBER MESH CONCRETE. 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES AS DEFINED IN ACI 53-99. I'm = 1500 psi 8. REBAR TO BE SIZE #5 GRADE 40, CONT. TOP OF FILL CELLS AND CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". 9. OMIT 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. 11. EPDXY ANCHOR ALTERNATE_ THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE 1/2" 3/4" MIN. HOLE DEPTH / s" 7/8' 1 s 1 /8" g8." AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R&OVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 12. MISSING DOWEL PLACEMENT: NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP_ AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. d z m 3/4- DIA. X 6- DEEP HOLE FOR w #5 BAR SET IN EPDXY ADHESIVE io i TOP OF BLOCK WALL GROUT SOLID AT TOP OF CELL SAWCUT APPROX. 4"W X 24'H. OPENING IN WALL 25' MIN. LAP OF REBARS SAWCUT 1"W. OPENING IN WALL FRiM,! TOP TO BOTTOM FOR FULL HEIGHT REBAR PLACEMENT INTO CELL -- FILL SOLID W. CONCRETE SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL 2E® �3/4' DIA. X 6' DEEP HOLE FOR w /5 BAR SET IN EPDXY ADHESIVE ADDED REINF. FILLED BLOCK CELL DETAIL NOTES: -DRILLED HOLE TO BE CLEANED PRIOR TO DISPENSING ADHESIVE -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE -REBAR DOWEL TO BE CLEAN AND OIL FREE WOOD STRUCTURAL NOTES: 1. ALL WOOD TO BE SPECIES. GROUP, AND GRADE AS SHOWN ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2. Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP. PINE GROUP III WOOD IS DOUGL.AS FIR -LARCH, SOUTHERN YELLOW PINE, HEM -FIR, OR SPRUCE -PINE -FIR_ 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE OFFSET AT LEAST 42. STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6" O.C. MAX. 5. EXT SHEATHING ON WALLS TO BE MIN. 15/32' CDX PLYWOOD. WALL NAIL PATTERN TO BE 6' O.C. W/ 10d NAILS UNLESS OTHERWISE NOTED. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WWID. TRUSSES) TO BE #2 OR BETTER GROUP 11, UNLESS OTHERWISE NOTED. 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP 11 B. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL AS PER DRAWINGS_ 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 11. NAIL PATTERNS- -DOUBLE PLATE AT 12' O.C. OUTSIDE THE SPLICE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.C. -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT EA. EDGE, 12" O.C. INTERNALLY. -HEADER TO STUD- 4" O.C. EA. HEADER MEMBER -STUD TO TOP OR BOTTOM PLATE- (2)16d END NAILED OR (2)16d TOE NAILED EA. SIDE -ALL INTERIM' HEADERS TO BE (2) 2x WITH 1/2" FLITCH GLUED AND NAILED WITH 1 d AT 8" O.C. STAGGERED. 12. ROOF SHEATHING TO BE MIN. 15/32" COX PLWOOD NAILED PER ROOF NAILING PATTERN DIAGRAM. 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN AND/OR MANUALY. 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. 16. ANCHOR BOLTS 8' LONG x 1/2" DIA. WITH A 2" SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5' UNLESS NOTED OTHERWISE. 17, ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED ALL PLANS. DETAILS. AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES OROOF EDGE O { - - - - - - - - - - - - -{ AI@GE RIDGE { - { OrAr - O O -0--@ 1O ZONE 1-USE 8d NAILS O 6" O.C. O ZONE 2-USE 8d NAILS T 1 ZONE 3-USE BID NAILS ® 6' O.C. U 0 4' O.C_ NAILING PATTERN FOR ROOF ROOF SHAPE RENTS TYPICAL ZONES ONLY. TSJ 44 A cl) W n' 63 Q) Q4 � E,4 W O t." o'a ocoQ4 to rn N W CDW ti W< Q y¢� tali O' " C) �{ z J _I C) �. ^: 1L CL OD Y LU L) Cm r Z Q � � CL III wMI 0 Z Z ti t30)Z �ZO W = -' a W -1 w I - PROJECT �• i 5-015-013 SHEET u • 1 INSTALL SIMPSON HTSM16 W/ (8) 10d NAILS TO TRUSS ATTACH STRAP TO LINTEL W/ (4) 1/4' x 2-1/4' TAPCONS • r r'� aa•`ap .rr ti. r r�• s 2 • r• ALTERNATE TRUSS ANCHOR DETAIL N.T.S. PRE-ENG'RED. ROOF TRUSS PER FRMG. PLAN TOP OF BLK. SEE PLAN PRECAST HDF 1/2' DRYWALL ON P.T. FURRING — PAINTED 3/4' PLYWD- ---. (2) 1/2" DIA. A.B. THRU 2X6 P.T. INTO C.& WALL AT ENDS. 1/2' DRYWALL -� (2) CONC. BLOCK COURSES. FILL ALL CELLS W/ CC NC. — FOOTING PER FDTN. PLAN WDW. SEAT DETAIL REFER TO TYPICAL WALL SECTIONS FOR STRUCTURAL INFORMATION (4) 10d NAILS 12 ' 6 PROVIDE 2X4 BLKG 0 16" O.C. BEHIND GABLE END TRUSS P.T. 2X4 LEDGER BD. W/ 1 /4' DIA. TAPCONS (2-3/4' MIN. EMBEDMENT) SPACED 2•_O 16" O.C. ROOF AT SLIDING GLASS DOOR DETAIL-1 STORY 2x4 FRAMING /—SIMPSON 1-12.5 /! CONNECTOR WD. HDR. HT. SEE PLAN FROMd 1 i . SIMPSON H2.5 CONNECTOR cEMENnnOuuS FINISH OVER MTL LATH PER_ 2x6 LADDER FRAMING FINISH GRADE CONC. BLOCK WALL LLED VERTICAL FICELL W/ 1-#5 BAR - P.T. 2X4 W/ 10d 0 6" O.C. VERT. P.T. 2X8 W/ 1¢' DIA. EXP. ANCHORS W/ 2- SO. X " WASHERS 0 24' O.C. VERT. (2 �'4" MIN. EMBED.) CEMENTITIOUS COATING ON LATH OVER 2 LAYERS 15# FELT OVER 15/32" CDX PLYWOOD OVER GABLE END TRUSS GALV. METAL FLASHING 2X4•S 0 16' O.C. FIBERGLASS SHINGLES OVER 15# FELT ON 7/16" OSB (3) 10d NAILS _TOP OF BLOCK PER PLAN 2X FASCIA W/ DRIP EDGE 2X4•S 0 16" O.C. 1 /2' EXT. GYP. BD. SIMPSON W24 0 EACH JOIST/ LEDGER BD. CONN. LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-05 BAR z = J �oa Z Eim TOP OF LOWER = ul of a BLOCK WALL r { r ♦r:� 2x6 RAFTERS AT 24' O.C. MAX. - TOE -NAIL TO RIDGE BD. W/ (2) 10d NAILS ROOF STEEL, u 2x4 VERT. STUDS SHEATHING OR WOOl o 4'-0' O.C. (PLACE ABOVE TRUSS sLOw) SIMPSON STRONG --TIE PANEL 'H2.5' AT EA. END OF 2x4 ANCHOR! PRE-ENG•RED VERT. ST(La TRUSSES �Lq TE #4 NOTES:SEE 1. HURRICANE CONNENOTE #4 AT 8•-0' O.C. 2 PROVIDE 'H25'ROOF AT EACH RAFTER ESHEATHING 3. PROVIDE 2x8 RIB WHEN APPLICABLE/�4. PROVIDE 2x4 VALIFTRIUSS'ES / '�'•�AT LOCATIONS W DOES NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0' 15 BAR DOWEL W/ STD. 90- HOOF( CONC. BLOCK WALL BLOCK WALL HEIGHT TRANSITION DETAIL j7 O.S.B. SHEATHING - Li NAIL TO STUDS W/ Bd Q 3" � O.C. (EDGES), 8d 0 6" O.C. i n i [(FIELD) P.T. 2X4 W/ 10d 0 6" O.C. VERT. A DETAIL AT WDW. SEAT 1 VERTICAL FILLED CELL W/ 1-#5 BAR • nr � v 11LIAZZIWAS1 i ,• r;. urn u (J LAYERS LSII FELT MEMBRANE BRIDCT FLASHING FLASIIII+Y J CONTROL JOINT STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMING ON MASONRY EXPANSI STRIP & JAW HEAD LO (ONLY) )DINTS 3/8' ( 4' SIZE) OCK UNITS ICHORS & EMENT HER Xi 16' O.C. R IS I ESS EMULSION THIN MORTAR M SILL LOCATION SPECIFICATIONS GLASS BLOCK UNITS: 8' X 8- X 4' (NOMINAL SIZE) MORTAR: TYPE 'S' PER ASTM C 270. RBNFORCEMEAIT: LADDER TYPE, 9-GAUGE. 2' WIDE WITH BUTT -WELDED CROSS PARES AT 16' O.C.. HOTT DIPPED GALVANIZED. PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 3/4'. HOT -DIPPED GALVANIZED. AT BOTH JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4' LONG PANHEAD SCREWS WITH #10 WASHERS (2 PER PANEL ANCHOR) OR (1)3/16' X 1 1/4' HILTI KWIK BOLT IL EXPANSION MATERIAL: 3/8' THICK POLYETHYLENE TYPE. SEALANT: SILICONE TYPE Ae GLASS BLOCK INSTALLATION USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS WITH HEADS AT LEAST 3/8' IN DIAMETER. ALL NAILS MUST BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE THROUGH THE WOOD DECK BY AT LEAST 1/8' PLACE NAILS 6-1/8' FROM BOTTOM EDGE OF EACH SHINGLE AND 1' FROM EACH END. USE 6 NAILS PER SHINGLE ALL NAILS TO BE PLACED ON 6-1/8' NAIL LINE SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. r REVISIONS MASTER PLAN REVISION 2-3-17 L3 � tiM Lo co qo E-4 Ex 04 O cry W cy) Cl, 0 rr U3 In � N W rn m ZC4)ti W Q t� W x W Cl Lo O S z 0- O c co CL 00 LL C3 Lo Ul C4 z Q ) t7 Wmr--C3 zzr' � W -z I- z cgWO 3 2: Q W J W H SHEET A 6ml PROJECT NO- 15-015-013 DATE oRAwN ORAVIAV BY t0-29-17 MCA CAYMAN 1763 62 LIVING 1763 SOFT GARAGE 387 SOFT LANAI 118 SOFT ENTRY 38 SOFT 2306 SOFT Ct#iN FLASHING TAPE CORNER LASHI FLASHING FNG "VVV TAPE TOP FLASHING TAPE SIDE - FL A% TAPE WINDOW BOTTOM SILL FLA SIL 1. CUT THE WATER RESTIVE BARRIER (IC) WAT52 iirs_l vE b _'ERI ` I f1ST CUT-� I4TI1 CUT, MAKE A 6' CUT UP I I �3RO I I CUT FROM EACH TOP I I t I I CORNER AT A 450 ANGLE TO ALLOW THE �TTTYYP I WATER BARRIER TO OVER THE f i i BE LAPPED 1 - i FIN AT THE HERD OF THE WINDOW. I i ,_2ND 1 I I_ CUT _ 1 1 ---------- 2. FOLD THE WATER RESISTIVE BARRIER (ID). FOLD SIDE AND BOTTOM FLAPS INTO THE OPENING AND STAPLE TO INSIDE WALL FOLD TOP FLAP UP AND TEMPORARILY FASTEN 3. APPLY SILL FLASHING TAPE #I. CUT A PIECE OF FLASHING TAPE 12' LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT OVERHANGS 1' TO THE EXTERIOR. NOTE' THE TAPE IS CUT Ve LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6' UP EACH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD_ CUT 1' WIDE TABS AT EACH CORNER (Xi' FROM EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE WATER RESISTIVE BARRIER. 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12' LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE /1 BY AT LEAST i'. DO NOT ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (IG). NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. 1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4' LONGER THAN THE FRAME HEIGHT OF THE WINDOW. APPLY ONE PIED TO EACH SIDE OVER THE NAILING FIN AND ONTO THE WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2' ABOVE THE TOP OF THE WINDOW AND 2' BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. r_ 2. APPLY TOP FLASHING TAPE CUT A PIECE OF FLASHING TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW AND EXTEND AT LEAST 1' PAST THE SIDE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS SHOWN_ NOT' DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) 4. APPLY FLAMING TAPE TO DIAGONAL. CUTS. CUT PIECES OF FLASHING TAPE AT LEAST I' LONGER THAN THE DIAGONAL CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE BARRIER AT BOTH UPPER CORNERS OF THE WINDOW. NOTE. LE SURE TO OVERLAP THE TOP CORNERS (3D) fmH lnU I I 1 I TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. 8 48' O.C. PRE-ENG. TRUSSES AT 24' O.C. 2x4 45' CROSS BRACING AT 4!-0' D.C. W/(2)16d NAILS AT EA. TRUSS WEB MEMO NAIL 2 X 4 BLKG TO 2 X 6 BLKG WITH 10d o 8' O.C. NAIL 2 X 6 BLKG TO DBL TOP PLATE WITH 10d08'O.C. SIMPSON 'MSTAM24' AT 32' O.C. W/ 5-1/4' X 2 1/4' TAPCONS IN MASONRY & 4-1Od X 1 1/2' IN 2x6 STUD " f`•', 71 1•. •; SI F'i • I` 211, GABLE END SECTION @ VAULT NOTe * HOLD FACE OF GABLE END * HOLD FACE OF GABLE END TRUSS IN 3/4" BEYOND BLK. TRUSS OUT Ile BEYOND BLK. FOR CEMENT17XM FINISH FOR SIDING FINISH 2x4 BLKG. 0 W O.C. (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING :T 7/16' OSS SHEATHING OVER GABLE END TRUSS FASTEN WITH Bd 0 6- O.C. NAIL EACH TRUSS VERTICLE WEB MEMBER TO 2 X 4 BLKG WITH (2) 10d 2X6016'O.0 KNEE WALL WITH SIMPSON SPH6 AT EACH STUD SIMPSON HETA20 0 EACH VERT TRUSS WEB (24' O.C_ MAX) 16d COMMON NAGS AT 6' O.C. TO 2x6 P.T. PLATE EXPANSION JOINT AT CEMENTIROUS FINISH 2x6 P.T. PLATE CONT. W/ 5/8' DIA. ANCHOR BOLTS 8 32' O.C. OR W/1/2' DIA. ANCHOR BOLTS ® 24' 0_C. ROOF SHEATHING TDE NAIL (2) i6d EACH SIDE GABLE END TRUSS 2X4 45' CROSS BRACING AT TRUSS MID -PT. AND AT AIR -INFILTRATION BARRIER 8'-O- U.C. (MAX.) OVER EXT. SHEATHING (SEE EXT. ELEV. FOR FINISH MAT'L) TRUSS SETBACK PER FRUG. PLAN 2x4 TRUSS BOTTOM ROOF 12 CHORD BLKG. AT SHEATHING PER 4'-O' O.C. REFER TO EER FRAMING PLAN 8x8 U-BLOCK TIE -BEAM FlLIFD W/ CONC. & (1) #7 BAR CONT. GABLE END SECTION Q HIP ROOF Y—Y TILE NAIL (2) 16d EACH 2x4 TRUSS TOP CHARD BLKG. @ 48' D.C. PRE-ENG. TRUSSES AT 24' D.C. — 2X4 45' CROSS BRACING W/(2)16d NAILS AT EA, TRUSS WEB MEMBER 2x4 45' CROSS BRACING SCHEMSPAM BRACING GREATER THAN 20 FT. SPACED 4'-W O.C. 10 FT. TO 20 FT. (3) PAIRS AT 1/4 LESS THAN 10 FT. POINTS (1) PAIR AT MIDPOINT 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-V D.C. REFER TO FRNG PLAN --- 8x8 U-BLOCK TIE-10L FILLED W/ COW. R (1) #5 BAR CONT. VERT. #5 BAR AT €A. REINF. FILLED CELL PER FDN, PLAN GABLE END SECTIDN X—X 15/32' CDX PLYWOOD SHEATHING 2x4 BLKG. 2 48' D.C. I (21 16d COMMON NAILS AT EA 2X4 LADDER FRAMING 2X4 STRIMBACK W GABLE TRUSS IS TALLER THAN B°-0' ill lGABLE END FRENFA OF SS SE&J 15/32' SHEATHING OVER GABLE I END TRUSS FASTEN WITH 8d NAILS AT 6' O.C. 2X4 'T' OR `L' STRONGBACK AT GABLE I VERTICAL LONGER THAN 48' - CONNECT WITH 12d NAILS AT 12' D.C. I SIMPSON HETA20 AT EACH TRUSS VERT WEB MEMBER (24' D.C. MAX) 16d CAN. I NAILS AT 6' D.C. ISA TTT 2x6 P.T. PLATE CENENTITIOUS FINISH OVER FRAME CO NSTRUCTIMN APPLIED 2 LAYERS [IF AN APPROVED WATER RESISTANT BARRIER MATERIAL OR 1 LAYER OVER AN APPROVED HOUSE A WRAP. EXPANSION JOINT AT CE EJNTITIDUS I i PLATE COLT. W/ 1/2'x $` ANCHOR BOLTS L? 32' D.C. PROJECT NO. 15-015-013 DATE oRAvwN DRAV4IN BY 10-28-17 MCA CAYMAN 1763 B2 LIVING 1763 SQFT GARAGE 387 SQFi" LANAI 118 SOFT ENTRY 3$ S(2FT TOTAL 2306 SQFC PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-17 rr Lo "'mot n co clo �O �rnw In Lo CIO n N CD wL(fl z V) (Y W Q czQ WOfLtC, s z a0 CO Llu-coC3 W _ C4 It) FL W (0 9 LlI m rl ZZI` W Lit mcoz � Z 0 Lll = �Q LU J LLI E- SHEET Aj6a2 pv NOTES: 1 2. 3. 'i RNG KIT. AT RNG. BATHROOM TOWEL BARS AT 54" A.F.F. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. TOP OF BATHROOM SHOWER TILE AT 7'-0" A.F.F. 1 z� �o SHOWER HEADS AT 6'-8" A.F.F.IF— I FILLER W3 12 30„ ° ° W21 = RAD. 30 c) ° of `t OPEN SINK w 0 ° ° d ° L36 ° 0 B18 SB18 REF KIT. AT SINK WALL MTD. LT. 'i' M7? VB 30 - W.C. FILLER BATH 2 30" I -F RAD. Q ME HALL ( C° f °- 0 HALL ARCH SHWR. TILE RAISE BART my AM OPEN TO BEYOND EF LAUNDRY WALL MTD. LT. FUS, Me M. BATH VANITY GREAT RM. WALL ELEVATION ri WOOD TRIMDf 12" 3f4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE NOTE: NO REVEAL BETWEEN BACKSPLASH AND TOP 2x4 STUDS AT 16" O.C. 1/2- DRYWALL KITCHEN BASE CABINET B A s OP DETAIL F REVISIONS MASTER PLAN REVISION 2-3-17 44 Qom, W�Q �qo E~ N rn ti� rn w�co Z w Q Ct�a WW� Z l 0 0 % QLL.Go wLo cm Zc o uj zz^ �ww cocnz �Z0 w= w w SHEET A 7mO PROJECT NO. 15-015-013 DATE DRAwN oRAv,M BY 1Q-29-17 MICA CAYMAN 1763 B2 LIVING 1763 SOFT GARAGE 387 SOFT LANAI. 118 SQFT ENTRY 38 SOFT TOTAL 23d6 SOFT NOTE: ALL DUCTWORK PENETRATING ,GE CEILING SHALL BE R-6 'GLASS DUCT WORK. AC-1 EQUIPMENT SCHEDULE: MFG. CARRIER 3 TON C-U. CH14NBO36000 A.H.U. F134CNF042 HEAT 05 KW COOLING CAP. 35,600 HEAT CAP. 34,000 ELECT. 208-230-1 BRKR. CU — 35 AHU — 30 REF_ LINES 3/4 & 3/8 S.E.E.R. 14.00 HSPF 8.5 R VENT I WALL RETURN GRILLE Fir-2 ZPa A.H.U. PFUMY DRAIN b AIR HANDLER DETAIL HVAC PLAN 1 /4" = 1 `-0" T ' to S16 i A up aAommalW. Walwoom HOED ao1Mls — WM SMA / ra x V4' ZMW arm QUM OW,) aouutm MR coca: calmo m ca ,•.;n-•gin-; evwxovw axaaao LIK AIR COOLED CONDENSING UNIT SLAB MOUNTED Krs U3 [V W c z V N Z c) ti � w r W Q � W � u- J O O z � o atn Q=tip Zcm U U ( `Z m U W m � U ZZa• W W M to Z ►� Z O cl) W = W W H PROJECT NO. 15-015-013 DATE DRAVm DRAVVN BY 10-29-17 MCA CAYMAN 1763 B2 WING 1763 SCI T GARAGE 387 SQFf LANAI 118 SOFT ENTRY 38 SQFf TOTAL 2306 SQFf SHEET A 8mO 4 MI+Y p�'yy y D� I �.'