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HomeMy WebLinkAboutBuilding PlanTABLE R3012(I) ..-.-. , �� � Far SI: Ipmad pW,*a fa= 0AY09 JAa. Leola pWha -QA4tRik e. MAn W for cmuft ae dBINWAwA lam Ne WmdonM PfobnbftMEP PV" R3M2g1Jj. Thsuftalmoo" eoo"heddmmed fMnASTMC34,C55.CSZC73.CWCIMC145,C216a COWL R Reserved. Q TemldL hdestabm pa R3812(ej e'vea, hawy' d WWAspWdshmNba*MVteI i wodspndnopFo�Ram2M WAd ahMbedMsr dmerbap�iealminac a vWb Sachin R311121 -4- e. The addaoe deawd ublowwwak"shav be admabdb mWe cok n OST TEAommewahmkw%*Aw ImMAqalat0aFM Floiide awftw Cads pianbm& Oadffia"eommeApprndkOfr shlmp"miladIasmdbtWdcknwmw•k=dwereYw .1w".�i4si®► f. Resemel The bddrsh+.MfpdeapdpWa6Wd0l r spew (a) dmddeaffhapasdiyfa,rsm�Yp)rdothffeerF4md pmwm(rteaeadoalattateWa"Iariererardi�naser pNnmofmadHarem.rofIee�aDarfheFlooahrusc.sbdradIbri� �eI m.a�a am des aid aa"!!IYaaeSw PiRif amFe(ir, nahraaad hated map adapted M ere a Ir ImdAlia esao�eded h Reserved. L Resmved. 1Reae.ed k w Reserved NOTE: THE CELLULOSE N LATION 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 8302.9.1 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9,2 AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. ATTIC VENTILATION CALCULATION: VENTILATION REQUIRED: ATM AREA = 2,353.3 S0. FT- VENTILATION TVENTILATION AREA F& M> D - 4.848.0 SQ. FT. / 156 (F -8.C. RaWf 2) = 12.78 SQ. FT. PARAMETERS: LINEAR FEET OF 1Ni NIDE SOFFIT - IS&W. 12' WIDE SOFFIT - 43.1', a' WIDE SOFFIT - 45.0' SQUARE FOOTAGE OF SOFFIT = (165.3' X 1.3:5) + (4'11' X 1.0) + (49.(5 X .67) - 29&0 S0. FT. NET FREE AREA OF YMMLATION FOR ACM TRIPLE 4 OR QUAD 4 FILL VENT W44M M PATTERN SOFFIT - 1L74 9R. Id. / SO. FL VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED - 296.0 SQ. FL x 11.74 SQ. K / SO. FT. X 1 5Q. FE / 144 SQ. IN. = 24.14 SM FT. CONCLUSION: VENTRATIMt PROVIDED - 24.14 SQ. FT. > VENTILATION REQUIRED - 15.82 S0. FT„ THEREFORE SOFFIT VENILAI M 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: OPENINGPRODUCT ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD APPROVAL DESIGN PRESSURES 34.3 PSF / -8.2 PSF ENTRY 38 SOFT r 1i 0a HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" 1116" FROM MULLION. JAMBS: [C 068 EXTERIOR SWING DOOR FIBER-CLASSIC THERMA-TRU 3116" TEMPERED TAPCONSSPACED FROM CORNERS, 14" O -Cl MAX. SILL: 1/4!* DIA. X 2-1147' FL15225.5 +40.0 - 40.0 PSF W/ SMOOTH ^^ ll TAPCONS SPACED 3 FROM w 0 CD ELL W Qm0 0 STEEL TRACK BRACKET TO WOOD: 5/16" X 1-518" LAG SCREW (FULLY THREADED) HEX 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON arc » WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK FL9174.6 +39.2 -43.7 PSF w J w H ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-114" MIN. EMBEDMENT) 8068 S.G.D. SLIDING GLASS DOOR SERIES 420 AM WINDOWS AND DOORS 3116" TEMPERED HEAD: SPACED 6" FROM CORNERS, 17' O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17" FL15332.6 +/- 40.0 PSF (MAN) O.C. MAX. SILL: SPACED 6" FROM CORNERS, i7' O.C. MAX. ALL ANCHORS ARE 3/16" DIA. TAPCONS (14/4" MIN. EMBEDMENT) 0 WINDOW 185 Sri IIB 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 3/16" DAA. 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 +/- 60.0 PSF (MIN) PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2)1/4" DIA. 0 GLASS BLOCK 8"Arx4l" MULAA, INC. TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN. EMBEDMENT NOA 15-0916.12 +/ 90.0 PSF (MIN) ALL ANCHORS ARE 3/16" 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 +/- 60.0 PSF (MIN) GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DAA. HEADS, LONG ENOUGH TO ASPHALT SHINGLES CAMBRIDGE AR TAMKO BUILDING 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) METHOD OF ATTACHMENT: DIRECT MOUNT HURRICANE SHUTTERS "SAFETY EDGE" TOWN & COUNTRY a< >> ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL 12856.2 +/-64.0 PSF (MIN) STORM PANELS INDUSTRIES, INC. 33 PSF: 16" O.C. SPANS UP TO 5', 9.9" SPANS UP TO V-7', 38 PSF: 15.8" O.C. SPANS UP TO 5', 8.6" SPANS UP TO 9'-2", 47 PSF: 12.r O.C. SPANS UP TO 5', 7"SPANS UP TO 9e-2", 54 PSF: 11.1" O.C. SPANS UP TO 5',6.1- SPANS UP TO 9'-2" I hate re wwad 181e abo1Fe Pwduct approvW irdoreaatiafr and appmved & cwemmrmm �1 y�l UQ1 jsGJ� Date: -7 DRAWING INDEX 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 / PROJECT INFORMATION FOUNDATION PLAN FLOOR PLAN BUILDING ELEVATIONS ROOF / FRAMING PLAN ELECTRICAL PLAN WALL SECTIONS / NOTES WALL SECTIONS / NOTES WALL SECTIONS / NOTES INTERIOR ELEVATIONS HVAC PLAN COMPONENTS AND CLADDING WIND PRESSURES PER 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 / -45.1 PSF 100 TO 499.9 39.2 PSF / -43.1 PSF 500 AND ABOVE 34.3 PSF / -8.2 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (Sp. FT.) DESIGN PRESSURE 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 / -38.2 PSF PROJECT & CODE DATA *PLANS DESIGNED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE TYPE OF CONSTRUCTION: CBS X FRAME BUILDING DESIGN: ENCLOSED X ULTIMATE DESIGN WIND SPEED:140 MPH NOMINAL DESIGN MOND SPEED: 124 MPH BUILDING CATEGORY: 11 EXPOSURE:B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' Cam 160 MPH X OVERHANG: 1.33 FT ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WAND PRESSURES: ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES X NO_ IMPACT RESISTANT ASSEMBLY: YES NO X PARTIALLY ENCLOSED 170 MPH THESE PLANS AND ALC, PPOPOSFD W031\' OrSIii40T„ly r,nrizr;rIONS RFOUIREI) U FIS ! 0 04,1'103..ci hiHT MAY H 1ECESSAV INOIIDFR N QCMPLY WITH ATI. APf)WCaLg CODFS. THIS STRUCTURE HAS BEEN DESIGNED AND REVIEWED FOCP, COMPLIANCE OF FBC 1606,1,4 FOR ONE OF THE FOLLOWING: INTERNAL PRESSURE WINOBORNE DEBRIS PROTECTIO-��¢�yL."1 IMPACT RESISTANCE GLAZING a (Int.) ALL MANUFACTUPE9 LABLES SHOWINO U FACTORS ANU $HOC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED r� 1 jct) c") co Ww � ti c"J 44 O, F'FCVJCt.. 1 1rs 15-015-021 DATE DRAWN DRAWN BY 6-16-17 MCA I` , Lo LIVING w o GARAGE 5d- CV zo)� LANAI 50 SQFT ENTRY 38 SOFT r 1i 0a [C LL ,C) OQG_ JLL a. LL Q c to = r - ^^ ll w 0 CD ELL W Qm0 0 wmI ZZt` e..ww sh CD Z IZ O ch w = w J w H F'FCVJCt.. 1 NO. 15-015-021 DATE DRAWN DRAWN BY 6-16-17 MCA CAYMAN 1516 B LIVING 1516 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38 SOFT TOTAL 1966 SQFT SHEET CVR ST LUCIE COUNTY BUILDING DIVISION FOR COM E REVIE;YE BY DATE 1 PLANS AND PERMIT MUST BE KEPT ON JOB OR -NO INSPECTION WILL BE MADE CONCEALED FASTENER! ARE THF REFRONS CONTRACTOR FILECI%rp� �1-Z cf � ( � 1R ATTACHMENTS LITY OF THE RECORD :i- 1 OD 00 I Y6 0 I M 0 1 22'-0" 6'-8' S-10" 6'-8' 3'-10" /-H,-0' 16'-0" CI ( I ID ■ r---- •--- • -- —— --- I IA I o to i 1 i i` HB 3'- 10'-0" 3'-0' I A 00 1 n n A I ■ _ ■ I 4 1 F------ — -I 1 a c, I -1 I 1 E I I e• -B' 3•-B" I I■ ■ ■ 311 1/2" II L--- -- — ------- 7 5/8'2 LAV II J RECESS SLAB I ■ - FOR S.G.R. 11 0 0 II 1 in LAV °Dco I ■ q 3 1/2" 10'-10 5/8' M o WC 44-2? II M 11 I SINK W/ a SHWR. 0' — O» 0 DlSP. I I 11 I -7 5/8 I I@ -RECESS SLAB REFERENCE it . sHowERFOR FINISH FLOOR an ■ 4" 2500 PSI CONC. SLAB W/ FIBER MESH, ON 6 MIL. PIXY VAPOR BARRIER OVER TERMITE TREATED COMPACTED CLEAN FILL TO A MINIMUM DENSITY OF 95% AS DETERMINED BY ASTM D-1557 H1 INDICATES C.M_U_ CELL FILLED M W/ CONCRETE AND (1) #5 VERT. 1 r7 I REBAR CONT. FROM FOOTING TO 1 TIE El! AM (TYPICAL) H1 1 B1 LAV 1 I I I 1 0- 0 a m I I N li I I DNl i I to KO m 1 I I I 5'-2" 1 0 \ 0 1 I to IaD I I w I 0 I -- — F SLOPE 1" ATAR_ DOORa -L. — I—m—nU co uo —III I ■ ■ ■ ■W G 1'-4' 20' 38'-0" 16'-0' 19'-4' 20" 0 I to F A e m Lo 'ONC. 6x6 - 10x10 WWF Q ;LAB OR FIBER MESH > _ o a --- o GRADE I ED BA _OUTSIDE UNE 6x6 - 10x10 WWF I OF EXT. WALL OR FIBER MESH 8" j 1 1/2' MAX. SLAB I- SLOPE _1 2- -2-#5- 2-#& _ BA S -I BARS BAS 1,-4" i` 2'-0 8,7'-4 A DETAIL B DETAIL B1 DETAIL C DETAIL 1 1 1 1 6x6 - 10x10 WWF CONC. w OR FIBER MESH SLAB -I a SCONC. 1 •-0- SLOPE # > BARS -bj 1Y(M) 2- BELOW GRADE -- - = GRADE BAS 8" 1'-4 1'-4' D DETAIL F DETAIL 1 1 CONC_ 1-if5 1-#5 SLABBAR CONC. BAR SLAB nQ N 8. G DETAIL H DETAIL 1 1 0 5 1/2' (FRAME _! 7 5/8" (BLOC W CONC. CONC. 2-5 SLAB -1 SLAB BAR -----------0 o 00 r.. I - 2-#5 M -4" BARS 1'-4' 4' 4' J DETAIL - S.G.D. K DETAIL 1 1 m CONC 8" VARIES 8' CONC. RECESS SLAB M @ AT WALL ___- ---- -- - --- GRADE N SHOWER 2-- 0 RECESS BA S _I L DETAILM DETAIL PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. m NOTE ALL FOOTINGS DESIGNED FOR FTG. PER I 2,500 PSF SOIL BEARING CAPACITY DEPTH w a� 3" MIN. — DETAIL 3' M — — `tOTING & REBAR lll'__4 1'-0' TRANSITION ����uuuuuuuu �f PIPE THRU PF FTG. DETAIL `t 1 I i� CONC. A/C PAD h DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 68'-6" AE = 47'-5" BD = 61'-1» BF = 58'-8" DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH t` J 3' V.T.R. I _i 1 , 1 2. I �\ LAV 2' LAV 1 2' 1 TUB 3- 2' W.C. SHWR. 3' FOUNDATION PLAN 1/47 = 1'-0' 3' V.T.R--i- --'I U) CONC. w ItSLAB < r H1 DETAIL, 1 CONC_ SLAB 6'i \ DETAIL �i 2' V_T.R_ I I I I I 2'2' ; SINK I I 3" I I I 2" , I 1 , 1 � I 24 I U) CONC. w ItSLAB < r H1 DETAIL, 1 CONC_ SLAB 6'i \ DETAIL �i 2' V_T.R_ I I I I I 2'2' V.T.R. SINK I I 3" I I I 2" W Qq WASHER 3" CLEAN I �, OUT I j 3- W.C. i 3' 3' MAIN I TO SEWER 2' OR SEPTIC TANK TUB/ SHWR- SCHEMATIC PLUMBING RISER PROJECT U) 15-015-021 rn 6-1&17 MCA n• � rn W Qq Lo GARAGE =v Z cr) h LANAI Q x 0 ¢O�U- Co TOTAL O z J O Go aLL�O LL co w wy 0 U u Z Q c m p W W r) U) Z MZO W X IL W -i W F l� A co 0) PROJECT U) 15-015-021 rn 6-1&17 MCA n• � rn LIVING W W m GARAGE =v Z cr) h LANAI Q x 0 ¢O�U- Co TOTAL O z J O Go aLL�O LL to T wy 0 U Z Q c m , y, INS ZZ� W W r) U) Z MZO W X IL W -i W F PROJECT NO. 15-015-021 DATE DRAWN DRAWN BY 6-1&17 MCA CAYMAN 1516 B LIVING 1516 SQFT GARAGE 372 SQFT LANAI 50 SOFT ENTRY 38 SOFT TOTAL 1966 SQFT SHEET A lm0 am - 0 1 +6'-8' HDR. HT. M I _ 0 I M +6'-8' HDR. HT. 10'-6' Og +6'-8" HDR. HT. 1 EGRESS 8'-0' CLG. r g•-8" CLG. - - - - - -� 5'-8 3/4' 15-0" 8' CLG. I 12'-0' - —R/S— R/S N MSR BED+OM COFFER 8' CLG. SI 1 L---- t --- /JJ - — O 1 \\ 8' CLG. ■ a U ro O w M I HDR. HT. ■ ri j� VAULTED CLG. 7'-4 1/2" 15'f4 3/4" GREAT DOOM CATHEDRAL CLG. i I I I 15'18 1/4' O 4'-4" W @ �4 Q REMARKS N 1 ' � R/S ■iiSa 9. iv 9. :1/2-W. 8068 S.G.D. SHELF C-4 +6'-8"e R. T._8. 7'-8" V 3.-7 1/2 2868 SOLID CORE ■ a U ro O w M I HDR. HT. ■ ri j� VAULTED CLG. 7'-4 1/2" 15'f4 3/4" GREAT DOOM CATHEDRAL CLG. i I I I 15'18 1/4' O 4'-4" W @ �4 Q REMARKS N 1 L R/S w. 9. iv 9. :1/2-W. 8068 S.G.D. SHELF C-4 +6'-8"e R. T._8. 7'-8" V 3.-7 1/2 2868 SOLID CORE 7'-1 3/4' AND SIDE WALL 1" IN z 0 o_ M 1 1 , VAULTED CLG. M.T. o INT. DOOR 5 — R/S— — — u ® M.T. ■ 2068 N 3 0 INT. DOOR 18'-3 1 /2' WAi 1 INT. DOOR ® 4068 BIPASS oll 2 INT. DOOR 9 2068 BIFOLD 1 INT. DOOR 10 2868 POCKET CLG. HT. 0 I BQZDOQ 2 8' CLG. +6' -8 - HDR. HTW EGRESS ■ ■ ■ ARCH ■ FLAT ARCH ■ ABV. SOFFIT ABV, 1'-4" =M, • 4 (2)2x10 BM. ABV. BOT. AT +8'-0" FLAT ARCH SEE DETAIL THIS SHT. 20" 10'-0'x5'-0' CONC_ PATIO 8'-0" 4'-0" I DINING ROOM fl VAULTED CLG. ■ +6'-8' HDR. HT. 10'-0 1/2" II It f I SINK W/ I DISP. 0 D KITCHEN 0 1 VAULTED CLG. II o II 10'-0 1/2- f 4'-4" W @ °o TOP OF ARCH Q REMARKS 8 CLG_ 1 L 5 SH. w. 9. iv 9. :1/2-W. 8068 S.G.D. SHELF 1 SOFFIT 3 2868 SOLID CORE ABV. AND SIDE WALL 8' CLG. D. 4 2868 BOX OUT aAC_ INT. DOOR 5 ■ \-DRYER 1 M.T. 4 1/2' 4 1/2' 2068 V.T.w. 3 0 INT. DOOR 18'-3 1 /2' WAi 1 0 1-1 M I� �1 °f I 1 22"x54' s AC x ATTIC ACCESS D GARAGE 8' CLG. 16'-0" EJ 20' 'uc G ROOMS PROVIDE AN WIN DO WITH q NET EGRESS OF 5 p, FT CLEAR OPENING B'7 Sp T .FOR UPP R GROUND FLOORS, SHALL R LESS FLOORS. OPENINGS SILL N MORE THAN44- BOO OR OR. ABOVE FLOOR, BEAM TO LINTEL CONNECTOR PER FRMG. PLAN -�. BDRM. 3 CONC. BLOCK WALL (2)2x10 BEAM A fl 0 SIZE °o TOP OF ARCH Q REMARKS i 1 L ' MUNTIN SDL 9. iv 9. :1/2-W. 8068 S.G.D. 38 SQFf 1 SOFFIT 3 2868 SOLID CORE JOOCfl o �li00in AND SIDE WALL GARAGE DOOR W/ SELF CLOSING DEVICE 4 2868 BOX OUT 6 INT. DOOR 5 i 1 INT. DOOR 4 1/2' 4 1/2' 2068 Zww ENTRY ARCH SOFFIT DETAIL SOFFIT AND BOX OUT TO USE 2x6 BLOCKING WITH PLYWOOD EACH SIDE FLOOR PLAN 1/4 = 1'-O" DOOR SCHEDULE 0 SIZE R.O. SPERH.DG. Q REMARKS i 3068 WC SIDE LITS L ' MUNTIN SDL 2 8068 S.G.D. 38 SQFf 1 EXT DOOR 3 2868 SOLID CORE JOOCfl o �li00in 1 GARAGE DOOR W/ SELF CLOSING DEVICE 4 2868 M 6 INT. DOOR 5 2068 POCKET 1 INT. DOOR 6 2068 Zww 1 INT. DOOR 7 1668 1 INT. DOOR 8 4068 BIPASS W 2 INT. DOOR 9 2068 BIFOLD 1 INT. DOOR 10 2868 POCKET 1 INT. DOOR 11 16070 GVHD. DOOR 1 GARAGE DOOR WINDOW SCHEDULE 0 SIZE R.O. SUPERR. Q REMARKS A 35 SH ELLIPSE 1 MUNTINS B 25 SH 4 C 4'W. X 3'-4'H. GLASS BLOCK 1 D 1/2 33 SH 1 OBSC. TEMPERED 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. BEAM TO LINTEL CONNECTOR PER NOTES FRMG. PLAN TOP OF BLOCK/ BOT. OF BEAM +8'-O" A.F.F. GARAGE CONC. BLOCK WALL 1. WOOD STUD SPACING: (UNLESS OTHERWISE NOTED ON PLANS) -EXTERIOR FRAME WALLS AT 16' O.C. -INTERIOR FRAME BRG. WALLS AT 16" O.C. -INTERIOR FRAME NON-BRG. WALLS AT 24" O.C_ -KITCHEN CABINET WALLS AT 16" O.C. 2_ FRAME WALLS ARE DRAWN 3 1/2" WIDE 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) 5. DOOR & WINDOW ROUGH OPENINGS SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BEARING WALL +8'-0' UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION rKu�tVt to Lo 15-015-021 f11 6-16-17 MCA r CV C~ wtmoro L Z ti W y W w Q O 38 SQFf a W � u-� U a JOOCfl o �li00in 0� — l (VI/] M CD4(�'J m n U w Zww Z Z ch LLI � d w J W `~ n [� rKu�tVt to Lo 15-015-021 f11 6-16-17 MCA r CV LIVING wtmoro L Z ti LANAI y W w Q O 38 SQFf a W � u-� �z a JOOCfl o �li00in — l (VI/] W Z ' CD4(�'J m n U w Zww Z Z ch LLI � d w J W rKu�tVt NO. 15-015-021 DATE DRAWN DRAWN BY 6-16-17 MCA CAYMAN 1516 B LIVING 1516 SQFf GARAGE 3722 SQFf LANAI 50 SQFf ENTRY 38 SQFf TOTAL 1966 SQFF SHEET F -It F COPY DOW FRAME FAMED DI1WO BUCK W/ ql 4' x 114' (MAY) WCOAM N1TH !i) TAPCON ?ON EIL 0 MAM AND 4ED SPACED JAPCONS aV U WRACAL LEG W/ Aft CK 1 5/8' Lx6 P.T. BIAS( SET W SE LMT AAV SECLIRED W/ CASE HARD VANS M 12' LLC (MAX) DOOR BLHESHOLO SET W BEA OF CAUX 8 FAST DIED 70 SNJ. W/ 3/16' DA TAPCOMS ® 18' o/c o -0-0 eo* .O G HEAD/JAMB DETAIL SILL DETAIL EXT DOOR EXT DOOR 12 61 REAR ELEVATION SILICCD FIMSH PERWIER CAWltW CDK LR MASaWY 1x4 OR 1x6 P. T. Lel( SET W SEALART AND NAKED W/1-112" GCSE HARD(W J COX AUKS AT 24" 0/C DRYWALL BOARD CAULAW DOOR fR/YD FA59FJ1 7MW B= W/ W/ 3-1/4' x 1/4' (AVM) TAPCM AT 24" a/C MAX M PREURIL ED HOLES BY HAMFACROiER JAMB/HEAD DETAIL (SGD) eL RIDGE HEIGHT — — +17'-10' A.F.F_ 6"W. RAISED TRIM (PROJ. 3/4") 70P OF BLOCK _ i0 s I TTOP OF SLAB _ +0'-0' A.F.F.— —_ (REF. ELEV.) 6'x6' RAISED BLOCKS (PROJ. 3/4') 2' CLR_ BTWN. F1 6"W. RAISED BAND (PROJ. 3/4") ALIGN TOP W/ WINDOW SILL 1/4" = 1'-0' DOOR FRAUE FAM RI SNI. W/ N'•He 1 � 1 ARCH SOFFIT PER DETAIL ON SHT. 2.0 RETURN BAND 24" ALONG SIDE WALL(S) 12 16 a�awi CEMENTITIOUS COATING F FT OD I ON BLOCK 0 io 3 m LEFT SIDE ELEVATION 1x3 OR 1x4 P.T. BW7( SET W SEALMT AND NAMED W11-1/2' CASE WAROB" CGA. NABS AT 12' O/C. MAX CarC OR MASOFIdY FASIR MW BUCK W/ 3116'x3 1/4' TAPCON Sam 0 24' 0/G MAX w PREDRULD HOLE'S BY MANLFACRAI" HEAD DETAIL WINDOW 1/4' = 1'-O" AL.IAMYI,Y FRAUE FAS" NW &/CK W/ 3/16'x3i/4" TAPCLW SCtfaEAS 0 24' a/C AWL W PRIDCKIED HOES BY MAWACANYR CA+xLQM1fG ComYDNOW FIM COW- OR MAS(ANRY 1x3 OR 1x4 P.T. BLICK SET W SEALANT AND NAILED W/I-112" CASE HARD Cat MANS AT 12' O/C MAX L \-ORIAMLL BOARD CAUJONG JAMB DETAIL WINDOW 192. 1,4604- SILL DETAIL WINDOW 12 16 ' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —� CEMENTITIOUS COATING ON BLOCK CEMENTITLOUS COATING ON LATH 6'x6' RAISED BLOCKS (PRO.. 3/4') 2' CLR. BTW%"OVERHANG TYPICAL UNLESS L OTHERWISE NOTED Irl l -I 1�1 I�Xl ISI ISI ISI I�I' Imo! ISI ISI I�I FRONT ELEVATION 1/4* = 1'-0" — — _TOP OF BLK y +8'-0" A.F.F. - CEMENTITIOUS COATING ON CONC. BLACK BEVELED CORNER QUOINS W/SMOOTH FINISH OVER STYROFOAM (2" PRO..) W/2: W. 450 BEVELED EDGE ■ ■ u _TOP OF BLK +$'-0' A.F.F. _ TOP OF SLAB +6'10" A.F.F. (REF. ELEV.) — TOP OF BLK f +8'-O" A.F.F. P ----------------------- OF SAB -0" A.F.F. (REF. ELEV.) RIGHT SIDE ELEVATION NOTES: 1. HOLD ALL WOOD FASCIA/SOFFIT 3/4' ABOVE ROOF SHEATHING. 1/4' = 1'-0' PLAN REVIEW REVISIONS MASTER PLAN REVISION 6-1-17 Lo U cy) q� o wIq u r h co 44 n N W npi ;mm4 Lu Z Q-) Z W tz= u -C, z �d�(as LL Q 0 w c%j o U Z Q CL w m 0 Lu m cm Z Z r r W LLL Z Z W �Q w LAA H PROJECT SHEET A10 FraE CpPY NO. 15-015-021PL DATE ORAW16-17 ORAVAV BY 6- MCA CAYMAN 1516 B LIVING 1516 SOFT GARAGE 372 SOI= T LANAI 50 SOFT ENTRY 38 SOFT TOTAL 1966 SOFT FraE CpPY 1rOH" 8' I I CLG. 1 I I G G V, 1 1 1/2A.B. I AT 32" O.C. IN LINTEL SEE GABLq END Eu-noif O VAULT W SHELF ZZ SHEET A6.1 8' FLAT I I B-70 CLG. L— -- —J B-1 208' 8F16 -1B 950 PLF 361 PLF 9-2 70' 8F8-18 1459 PLF 1272 PLF 8-3 III I I Al 3166 PLF 2165 PLF B-4 90" 8F8 -1B 1029 PLF 959 PLF B-5 54" II II II 2507 PLF B-6 B-5 8-8 I I 8' FLAT CLG. II I z BF16-18 1818 PLF 980 PLF B-8 64" 8F16 -1B 5365 PLF 2290 PLF 2x4 "X" BRACING TYP. OH VAULTED CLG. FB-- 5 1 1 1 II VAULTED CLG. CATHEDRAL CLG. 8' FLAT cLc. I FB-- 3 1 8' FLAT CLG. VAULTED CLG. 8' FLAT CLG- (2)2x6 HDR. _ — — — — 2x4 'X' BRACING TYP. T'OH" 11 11 11 � i 22"x5 i >� 4" ATTIC ACCESS 1 OH" I I I II II II II 8' FLAT CLG. i I N' ec BL 0. 2x d =uo 0 mw FB --2-1 040 (2)2x10 am. ROT. AT +8'-0' it II it I I I I II -:Zlh- z4--Z=-ii :_5 I CO0 FB-, 1/2"0 A.B. AT 32' O.C. IN LINTEL SEE SECTION X -X ON SHEET A6.1 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 UTS12 < 1000 > 14-10d x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) HATCHED AREA INDICATES 2x4 BOTTOM CHORD BLKG. AT 48" O.C. SEE NOTE #2 kTCHED AREA NCATES 2x4 ITTOM CHORD KG. AT 48" 1. SEE NOTE #2 4 "X" BRACING TYP. FRAMING PLAN 1/4" = 1'-0" RECAST HEADER SCHEDULE FB-- X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208' 8F16 -1B 950 PLF 361 PLF 9-2 70' 8F8-18 1459 PLF 1272 PLF 8-3 42" 8F8 -1B 3166 PLF 2165 PLF B-4 90" 8F8 -1B 1029 PLF 959 PLF B-5 54" 8F16 -1B 6039 PLF 2507 PLF B-6 70" 8F16 -1B 1459 PLF 1272 PLF B-7 112" BF16-18 1818 PLF 980 PLF B-8 64" 8F16 -1B 5365 PLF 2290 PLF F = FILLED WITH GROUT / U = UNFILLED 4 •, ,_:. QUANTITY OF #5 REBAR AT BOTTOM DF LINTEL CAVITY 8F16-1B/1T n� "�= TH� #5 REBAR AT TDP r MIN. (1) REO'Dv I -r CLM NOMINAL WID 1 L #5 REBAR AT BOTTOMJ QUANTITY OF #5 OF LINTEL CAVITY NOMINAL HEIGHT REBAR AT TOP s� Ir NaKwL VIM FRAMING NOTES: 1. DESIGN LOADS WMA: 160 M.P_K AT 3 SECOND BURST ROOF: 37 PSF (20 LL/17 D.L) 2 #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. WITH 2 EA. 16d TOE MAILED EACH SIDE (DIAPHRAM AREA) 3- AT BLOCK/STRUCTURAL FRAME WALL CONNECTION. PRONL>£ 1/2" LMA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. O 24" O.C. VERT O (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER H891. ANY ADDITIONAL TRUSS O2ACING REQUIRED WILL � �TERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE H�ASURED FROM TOP OF FM#SN FLOOR (REF. ElEV_ 0'-0") 7. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLED BY TRUSS MANUFACTURER. B. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS 1'-4" UNLESS NOTED OTMERIMSE PLAN REVIEW REVISIONS MASTER PLAN REVISION 6-1-17 ^�1 o� rn CO Q q� o � Q:) o 0 VIA 11464 rn LO I rn � N W IO Z N Z , r -- LU Q W X x x �z JW 00 00 0O 0 -LL 00 LU = N u7 Z Q (0 W m cq L) Z Z r W W MZO W = D- W J W I - PROJECT SHEET A 4.0 CU 7 NO. 15-015-021 DATE DRAWN DRAWN BY 6-16-17 MCA CAYMAN 1516 B LIVING 1516 SOFT GARAGE 372 SQFT LANAI 50 SQFT I'M 38 SQFT TOTAL 1966 SOFT BF8-1B OF16-1B TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED 4 •, ,_:. QUANTITY OF #5 REBAR AT BOTTOM DF LINTEL CAVITY 8F16-1B/1T n� "�= TH� #5 REBAR AT TDP r MIN. (1) REO'Dv I -r CLM NOMINAL WID 1 L #5 REBAR AT BOTTOMJ QUANTITY OF #5 OF LINTEL CAVITY NOMINAL HEIGHT REBAR AT TOP s� Ir NaKwL VIM FRAMING NOTES: 1. DESIGN LOADS WMA: 160 M.P_K AT 3 SECOND BURST ROOF: 37 PSF (20 LL/17 D.L) 2 #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. WITH 2 EA. 16d TOE MAILED EACH SIDE (DIAPHRAM AREA) 3- AT BLOCK/STRUCTURAL FRAME WALL CONNECTION. PRONL>£ 1/2" LMA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. O 24" O.C. VERT O (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER H891. ANY ADDITIONAL TRUSS O2ACING REQUIRED WILL � �TERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE H�ASURED FROM TOP OF FM#SN FLOOR (REF. ElEV_ 0'-0") 7. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLED BY TRUSS MANUFACTURER. B. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS 1'-4" UNLESS NOTED OTMERIMSE PLAN REVIEW REVISIONS MASTER PLAN REVISION 6-1-17 ^�1 o� rn CO Q q� o � Q:) o 0 VIA 11464 rn LO I rn � N W IO Z N Z , r -- LU Q W X x x �z JW 00 00 0O 0 -LL 00 LU = N u7 Z Q (0 W m cq L) Z Z r W W MZO W = D- W J W I - PROJECT SHEET A 4.0 CU 7 NO. 15-015-021 DATE DRAWN DRAWN BY 6-16-17 MCA CAYMAN 1516 B LIVING 1516 SOFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 1966 SOFT COACH LTS. PREWIRE FEEDER 720/240V-1PH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 RBAP BUS AMPS ?�Q A/C 22.4 INT AJC 6 CIRCUIT NO. CIRCUIT ID BRK AMP WIRE SIZE A PHASE A PHASE HARE SIZE IN2K AMP CIRCUIT iD CIRCUIT NO. 1 A/C 40 8 � 6 60 HEAT 2 3 A/C 40 8 i-. 1. •;.�.. _�...t,u,. ,: �.. � 6 60 HEAT 4 I i 5 DRYER 3p 10 � g 40 RANGE 6 t, 7 DRYER 30 10 - � 8 40 RANGE 8 9 REFRIDG 20 12 � 12 20 WASHER 10 71 KITCHEN 20 72 � 12 20 BATH GFl 12 13 KITCHEN 20 12 � 14 75 BEDROOM ARC 14ka 15 H—W 30 10 � 75 BEDROOM ARC 76 17 H -w 30 10 ; 15 GENERAL LITE 18 19 SPACE • 15 BIDROt>w,t ARC 20 21 GENERAL UTE 15 74 � F14 15 WP/GARAGE GFl 22 23 DISHWASHER 20 12 � f5 GARAGE DOOR 24 25 • 15 GENERAL LITE 26 27 • • 15 GENERAL LITE 28 29 • 30 31 • • 32 33 • s � 35 • s � 37 • • 38 39 • 40 47 • • 42ko 3 #1 CU THNN OR AL. EQUIVALENT 2" CONDUIT 01 WATER 3.0 kVA ELECTRICAL LOAD CALCULATION 150 30 CKT 2074 S.F. AT 3 VA 5.2 kVA PANEL 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 3.0 kVA LAUNDRY CDZCUIT 1.5 kVA 150 � O METER RANGE 12.0 kVA DISHWASHER 1.5 1S kVA M.C.B. DISPOSAL Ls kVA DRYER 5.0 kVALu SUBTOTAL 33.7 kVA FIRST 1 0 kVA AT 100'f. 10.Q[] kVA 2" RIGID O.H. SERVICE F.P.L. REMAINDER AT 40% 9,48 kVA 00 TOTAL OF OTHER LOAD 19.48 kVA co 10 kVA OF AC AT 40% 4.00 kVA TOTAL 23.48 kVA N0. 4 CU. WIRE-� 23,480 VA DIVIDEII BY 240 V 97.8 A TO UFER GRND. POOL SUB PANEL 30.0 A TOTAL 127.8 A USE 150 AMP SERVICE 9 PROVIDED ELECTRIC SMOKE DETECTORS WITH tiATTERY @P.CI(- VP IN EXTENT OF AREA FOR VINYL OR TILE PER CONTRACT NOTE ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN MALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET APPLICABLE ALL SLEEPING AREAS AND STAIR LANDING ! WIRED &O THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE A CARBON ¢�?E saLk'.RHll SHALL BE INSTALLED iN AI�COR(yA�CCE WITH F.A.C. R(S+HE 9-S-0-0472 WITHIN TEN FEET OF E,�O}; 400 pj SCHEMATIC ELECTRICAL RISER BACK TO BACK SERVICE USED FOR SLEEPING PUR�'CY sES. I. ALL BEDROOMS sT-LACE HAVE AFa CYtQAT PROTECTION UNLESS NOTED OTHERWISE. 2 ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFl CIRCUIT PROTECTION UNLESS NOTED OTHERWISE 3. ALL EXTERIOR OUTLETS SHALL � WATER PROOF GR CIRCUIT PR(1TECTfi%! UNLESS NOTED OTHERWISE 4. PROVIDE DISCONNECTS AT ALL APPLI to f777 LAN PiAPI REVIEW REt/ISIOhIS MASTER PLAN REVISION 6-1-17 r� N__4 o � fsa \�, lit � N W W � CO Z f�� Q �OCLQL, LL J 0 � � � `n W U N U Z Q � A 5mO 0 1/4" = 1'-0" ELECTRICAL NOTES ANCES AND OTHER EQUIPMENT AS REQUIRED BY N.EC. 5. IF NE BRANCH CIRCUITS ARE ADDED: A) ALL 120Y, SINGLE PHASE, 15 do 20 A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED ' IN DWELLING UNIT FAMILY RODMS, DINING ROOMS, LIVING R(KiMS, PARLORS, LIBRARIES, DENS, BEDROaiS, SUNROOAIS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL � PROTECT BY A LISTED ARC—FAULT CIRCUIT INTERRUPTER COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION � THE BRANCH aRculr (NEC 270.12 (B)). B) TA5IPER RESISTANT RECEPTACLES (NEC 408.11) ARE REQUIRED IN DWEWNG UNITS IN ALL AREAS AS SPECIFIED IN 2008 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES. VE12SiCk9 � NATIONAL ELECTRICAL C� AND 2010 F.B.C. ELECTRICAL PLAN- !+{t?. 15-015-021 DATE tN2piMN �iAV11Fi BY 6-16-17 MGA CAYMAN 1516 B LIVING 1516 SOFT GARAGE 372 SOFT r.aaw > 50 SOFT 1 r 38 SOFT TOTAL • '�► a a• u • Ito r Fit ♦ I i 1 , i. 33.7 kVA FIRST 1 0 kVA AT 100'f. 10.Q[] kVA 2" RIGID O.H. SERVICE F.P.L. REMAINDER AT 40% 9,48 kVA 00 TOTAL OF OTHER LOAD 19.48 kVA co 10 kVA OF AC AT 40% 4.00 kVA TOTAL 23.48 kVA N0. 4 CU. WIRE-� 23,480 VA DIVIDEII BY 240 V 97.8 A TO UFER GRND. POOL SUB PANEL 30.0 A TOTAL 127.8 A USE 150 AMP SERVICE 9 PROVIDED ELECTRIC SMOKE DETECTORS WITH tiATTERY @P.CI(- VP IN EXTENT OF AREA FOR VINYL OR TILE PER CONTRACT NOTE ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN MALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET APPLICABLE ALL SLEEPING AREAS AND STAIR LANDING ! WIRED &O THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE A CARBON ¢�?E saLk'.RHll SHALL BE INSTALLED iN AI�COR(yA�CCE WITH F.A.C. R(S+HE 9-S-0-0472 WITHIN TEN FEET OF E,�O}; 400 pj SCHEMATIC ELECTRICAL RISER BACK TO BACK SERVICE USED FOR SLEEPING PUR�'CY sES. I. ALL BEDROOMS sT-LACE HAVE AFa CYtQAT PROTECTION UNLESS NOTED OTHERWISE. 2 ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFl CIRCUIT PROTECTION UNLESS NOTED OTHERWISE 3. ALL EXTERIOR OUTLETS SHALL � WATER PROOF GR CIRCUIT PR(1TECTfi%! UNLESS NOTED OTHERWISE 4. PROVIDE DISCONNECTS AT ALL APPLI to f777 LAN PiAPI REVIEW REt/ISIOhIS MASTER PLAN REVISION 6-1-17 r� N__4 o � fsa \�, lit � N W W � CO Z f�� Q �OCLQL, LL J 0 � � � `n W U N U Z Q � A 5mO 0 1/4" = 1'-0" ELECTRICAL NOTES ANCES AND OTHER EQUIPMENT AS REQUIRED BY N.EC. 5. IF NE BRANCH CIRCUITS ARE ADDED: A) ALL 120Y, SINGLE PHASE, 15 do 20 A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED ' IN DWELLING UNIT FAMILY RODMS, DINING ROOMS, LIVING R(KiMS, PARLORS, LIBRARIES, DENS, BEDROaiS, SUNROOAIS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL � PROTECT BY A LISTED ARC—FAULT CIRCUIT INTERRUPTER COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION � THE BRANCH aRculr (NEC 270.12 (B)). B) TA5IPER RESISTANT RECEPTACLES (NEC 408.11) ARE REQUIRED IN DWEWNG UNITS IN ALL AREAS AS SPECIFIED IN 2008 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES. VE12SiCk9 � NATIONAL ELECTRICAL C� AND 2010 F.B.C. ELECTRICAL PLAN- W � ti U Z Z � t— W W c+� � Z AZO � w = D_ w J W PROJECT SHEET !+{t?. 15-015-021 DATE tN2piMN �iAV11Fi BY 6-16-17 MGA CAYMAN 1516 B LIVING 1516 SOFT GARAGE 372 SOFT r.aaw > 50 SOFT 1 r 38 SOFT TOTAL • '�► a a• u • Ito r Fit ♦ I i 1 , i. Qrat i-. 1. •;.�.. _�...t,u,. ,: �.. rr } n =1111121131: I i MCI 1012117Nimll t, at ! , i 0 - W � ti U Z Z � t— W W c+� � Z AZO � w = D_ w J W PROJECT SHEET !+{t?. 15-015-021 DATE tN2piMN �iAV11Fi BY 6-16-17 MGA CAYMAN 1516 B LIVING 1516 SOFT GARAGE 372 SOFT LANAI 50 SOFT ENTRY 38 SOFT TOTAL 1966 SOFT 12 PER ELEV R-30 INSULATION 1/2- CLG. GYP. BD. 8'xB" U -BLOCK TIE -BM. FILLED W/ CONC. do (1) #5 REBAR CON" PRE-ENG'RED 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 FELL 1/2- GYP. BD. PROVIDE R-11 BATT INSULATION AT ALL WALLS ADJACENT TO NON -AIR CONDITIONED ROOMS 3 1/2' MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER - OVER CLEAN COMPACTED TERMITE TREATED FILL ARCHITECTURAL FIBERGLASS SHINGLES OVER 15# FELT ON 15/32' CDX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24' O.C. (SEE ROOF NAILING PATTERN DETAIL) - HURR. STRAP 0 EACH TRUSS REFER TO CONNECTOR SCHED. TYP. O.H. ' ROOF PLAN, ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT WDW_ HDR. HT. PER PIANS RAISED CEMENTITIOUS TRIM PER REV. PER PLANS CEMENTITIOUS COATING OVER 8x8x16 GONC. BLOCK 1-#5 VERT, BAR TIED INTO #5 BAR DOWEL W/ STD HOOK AND RUNNING INTO LINTEL (LOCATIONS PER FDTN. PLAN) __0 -0" - Y TOP OF SLAB FINAL GRADE STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. jojTt- CONC. FTG. PER IFOUNDATION PLAN TYP. EXT. BLOCK WALL PRE-ENGINEERED TRUSSES R-30 INSULATION 1/2' GYP. BD. 2X4 TOP PLATE OR METAL TOP PLATE TOENAILED OR SCREWED TO TRUSS 2x4 WOOD STUD OR METAL STUD WALL 0 24' O.C. FIREBLOCKED AS REQUIRED 2x4 P.T. BOTTOM PLATE NAILED TO SLAB W/ POWDER ACTUATED NAIL AT 12' O.C. INTERIOR NON BEARING WALL SECTION TOP OF SLAB 3/4' PLYWOOD SHEATHING -.-- DECORATIVE CEMENTITIOUS COATING ON LATH - WNDW HDR HT -10 PLANS - - 1 ALUMINUM TRANSOM WINDOW - WITH FLANGE MOUNT. ATTACH PER WINDOW MANUFACTURER SPECIFICATIONS. 3/4" PLYWOOD SHEATHING (2) 2 X 6 HEADER WITH 1/2" PLYWOOD SPACER DOOR HDR HT PLANS • `(2) 10d M 6' O.C. 3 1/4 - DETAIL /4" DETAIL AT 90' CORNER TRUSS OR BLKING, PER PLAN 1 1/2' GYP BOARD lei TRANSOM WINDOW f DOOR SECTION (TYPI 1/2' DIAL -BOLT �- (li LONG) W/ 2' WASHER AT Sr O.C. MAX. 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ CONC. L -2X6 P.T_ FROM BOT. OF NPJL, Al IL V.[.. an INK. 1V Ll Su. LINt rn 6-16-17 MCA nN 0) LIVING W to GARAGE Z N Z W 50 SOFT © ct (Q EQUAL EQUAL ��•� !x6 O M '.T. :r 1/2' DIA L -BOLT 2) N (B' LONG) W/ 2' P. WASHER AT ' z < w 0 32' O.C. MAX. m r U q� o !� GARAGE DOOR ww OPENING Z iv ELEVATION GARAGE DOOR DETAIL 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 6-10/10 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 APPUCABLE 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 MIN. HOLE DEPTH 1/2' 3/4" 6' 5/8" 7`8" 7- 3/4" 8" " AFTER HOLE IS DRILLED ALL CONCRETEDUST 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. 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 3/4DIA X 6' DEEP HOLE FOR w *'i BAR SET IN EPDXY ADHESIVE TOP OF BLOCK WALL GROUT SOLID AT TOP OF CELL t SAWCUT APPROX. 4'W. X 24'H. OPENING IN WALLti 25" MIN. LAP OF REHARS off :4 1 «a SAWCUT 1"W. OPENING IN WALL FROM TOP TO BOTTOM FOR FULL HEIGHT REBAR PLANT INTO CELL - RLL SOLID W. CONCRETE SAWCUT APPROX. 4'W. X 24"H. OPENING IN WALL 25' MIN. LAP OF REARS `•- %'' 3/4" DIA, X 6" DEEP HOLE FOR 3m #5 BAR SET IN EPDXY ADHESIVE ADDED REINF. FILLED BLOCK CELL DETAIL NOTES: -DRILLED HOLE 70 BE CLEANED PRIOR TO DISPENSING ADHESIVE -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE -REBAR DOWEL TO BE CLEAN AND OIL FREE 7 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 DOUGLAS 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 41. STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6" O.G. MAX. 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32 - Cox PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C. W/ 10d NAILS UNLESS OTHERWISE NOTED. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. 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 8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. S. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL AS PER DRAWINGS. 10. MEN 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 SPLJCE 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)164 END NAILED OR (2)164 TOE NAILED EA. SIDE -ALL INTERIOR HEADERS TO BE (2) 2x WITH 1/2' FLITCH GLUED AND NAILED WITH 16d 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. TRANSFIORED, OR OTHERWISE REPRODU WITHOUT THE APPROVAL OF RENAR HOMES OROOF EDGE J O I:14 y0, O 0,j I O ROOF I EDGE ofoRIDGE I 2 2 OZONE 1 -USE 8d RING SHANK NAILS O 6' O.C. O ZONE 2 -USE Sd RING SHANK NAILS (� ZONE 3 -USE IOW RING SHANK NAILS Q 6" O.C_ 0 9 4" O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. vKUjtu I an 15-015-021 rn 6-16-17 MCA nN 0) LIVING W to GARAGE Z N Z W 50 SOFT © ct (Q >Q w ��•� x O M z OL C) OL W0 z < w 0 m r U q� o W ww Z w d W J W I- 44 co vKUjtu I an 15-015-021 rn 6-16-17 MCA nN 0) LIVING W to GARAGE Z N Z LANAI 50 SOFT ENTRY ct w 0 0 >Q w x O z OL C) OL Q In = n z < w 0 m r U W Z Z n ww Z Z a) W 2 -) d W J W I- vKUjtu I NO. 15-015-021 DATE DRAWN DRAWN BY 6-16-17 MCA CAYMAN 1516 B LIVING 1516 SQFT GARAGE 372 SOFT LANAI 50 SOFT ENTRY 38 SQFT TOTAL 1966 SQFT SHEET flkFC0pjt INSTALL SIMPSQN HTSM16 W/ (8) 10d NAILS TO TRUSS ATTACH STRAP TO LINTEL W/ (4) 1/4" x 2-1/4" TAPCONS :. Rr • r• �a ALTERNATE TRUSS ANCHOR DETAIL N.T.S. (4) 10d NAILS 12 �6s e PROVIDE 2X4 BLKG 0 16" O.C. BEHIND GABLE END TRUSS ?�1a: P.T. 2X4 LEDGER BD. W/ 1/4- DIA. TAPCONS (2-3/4" MIN. EMBEDMENT) SPACED 2'_p 16" D.C. ROOF AT SLIDING GLASS DOOR RETAIL --1 STORY CEMENTITIOUS COATING ON LATH OVER 2 LAYERS 15# FELT OVER 15/32" CDX PLYWOOD OVER GABLE END TRUSS GALV. METAL FLASHING 2X4'S O 16" D.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 O 16' D.C. 1/2- EXT. GYP. BD. SIMPSON W24 O EACH JOIST/ LEDGER BD. CONN. LINTEL BLOC( TOP COURSE FILLED W/ CONC. k 1-#5 BAR oma¢ ~tea inLLJ 'L TOP OF LOWER < = a BLOCK WALL #5 BAR DOWEL W/ STD. 90• HOOK -� 1 II 1 BLOCK WALL HEIGHT TRANSITION DETAIL 2x6 RAFTERS AT 24' O.C. MAX. -TOE-NAIL TO RIDGE — - BO_ W/ (2) tOd NAILS ROOF 2x4 VERT. STUDS SHEATIIIN(, O 4'-O' O.C. (PLACELo ABOVE TRUSS BELOW)4-41-4LocloClLo PLAN REVIEW REVISION MASTER PLATT REVISION 6-1-17 rter,, r� w Iu�� Q � c) co u, dLL�O zQt�O(U`} lLmtiU Z Z � r- til Ill �Zz e,• � O �Q w J LU 1- PRO,lECT SHEET L � A 6mj VERTICAL FILLED CEI I W/ 1-#5 BAR CEhENTITiOUS FINISH ON METAL LATH (2) LAYERS 15R FELT _ Jt:.' .. d • �.1. FLASHING / CONTROL JOINT STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMING ON MASONRY Was •^ ssi MORTAR JOINTS i/4' TO 3/8" (TYPICAL) 8-x 8'x4' (NOMINAL SIZE) GLASS BLOCK UNITS ASPHALT EMULSION THIN MORTAR O SPECIFICATIONS SILL LOCATION GLASS BLOCK UNITS: 8" X 8" X 4' (NOMINAL SZE) MORTAR: TYPE "S' PER ASTM C 270. REINFORCEMENT: LADDER TYPE, 9 -GAUGE, 2" WADE WITH BUTT -WELDED CROSS WIRES AT 16" O.C., HOTT DIPPED GALVANIZED. PANEL ANCHORS: 20 GAUD 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 11_ EXPANSION MATERIAL 3/8" THICK POLYETHYLENE TYPE. SEALANT SILICONE TYPE. Ae co 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 itffl C!?l>� SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. SIMPSON STRONG -TIE 15 -o15 -D21 "H2.5" 6-16-17 MCA AT EA. END OF 2x4 PRE-ENG'RED SEE VERT. STUD TRUSSES NOTE #4 372 SQFf NOTES: so saFT ENTRY SEE I. HURRICANE CONNECTORS REQ'D NOTE #4 AT 6'-O' O.C. 2. PROVIDE "H2.5" ROOF' AT EACH RAFTER END SHEATHING 3. 2xI RIDGE BOARD WHEN A WHEN APPLICABLE 4. PROVIDE 2X4 VALLEY BLOCKING BTWN. TRUSSES AT LOCATIONS WHERE VALLEY FRAMING 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" VERTICAL FILLED CEI I W/ 1-#5 BAR CEhENTITiOUS FINISH ON METAL LATH (2) LAYERS 15R FELT _ Jt:.' .. d • �.1. FLASHING / CONTROL JOINT STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMING ON MASONRY Was •^ ssi MORTAR JOINTS i/4' TO 3/8" (TYPICAL) 8-x 8'x4' (NOMINAL SIZE) GLASS BLOCK UNITS ASPHALT EMULSION THIN MORTAR O SPECIFICATIONS SILL LOCATION GLASS BLOCK UNITS: 8" X 8" X 4' (NOMINAL SZE) MORTAR: TYPE "S' PER ASTM C 270. REINFORCEMENT: LADDER TYPE, 9 -GAUGE, 2" WADE WITH BUTT -WELDED CROSS WIRES AT 16" O.C., HOTT DIPPED GALVANIZED. PANEL ANCHORS: 20 GAUD 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 11_ EXPANSION MATERIAL 3/8" THICK POLYETHYLENE TYPE. SEALANT SILICONE TYPE. Ae co 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 itffl C!?l>� SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. NO. 15 -o15 -D21 DATE DRAWVNI oRAWruNI BY 6-16-17 MCA CAYMAN 1516 B LMNG 1516 SQFT GARAGE 372 SQFf LANAI so saFT ENTRY 38 SQET TOTAL 19f>s SQFf 2CORN.NER- \\ FOR CORNER FLASHING TAPE FLASHING TAPE SIDE FLAS1 TAPE SISTDECHECKRAIL — TLASAPE ING — F — — WINDOW BOTTOM SILL FLASHING TAPE #1 SILL FLASHING TAPE #2 ITER RE5ISTTV� sARRt�R?I WATER RESTIVE1. CUT THE WATER RES71VE BARRIER (1C) ,- 1 1iST CUT 1 i 1 j I TH CIT, I1 p I I MAKE A 6" CUT UP I I 1� WTI 1 FROM EACH TOP I I + I I CORNER AT A 450 1 ANGLE TO ALLOW THE 450 , WATER BARRIER TO I , i <-TYPI I BE LAPPED OVER THE I FIN AT THE HEAD OF I 1` <-2ND-.� �I I THE WINDOW. I Ir _ suT--151 ,O I 2. FOLD THE WATER RESISTIVE BARRIER (1D). 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" DANGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (lE) SO IT OVERHANGS 1' TO THE EXTERIOR. NOTE: THE TAPE IS CUT 12" LONGER THAN THE WROTH SO THAT IT WILL EXTEND 6' UP EACH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. CRIT 1" WADE TABS AT EACH CORNER (jr 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 #?- CIT A PIECE OF FLASHING TAPE 12' LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE 11 BY AT LEAST 10. DO N07 ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE O THE FRAMING (1G). 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 PIECE TO EACH SIDE OVER THE NAILING FIN AND ONTO THE WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2' ABOVE THE TOP O THE WINDOW AND 2' BELOW THE BOTTOM O THE WINDOW. PRESS THE TAPE DOWN FIRMLY. 2. APPLY TOP FLASHING TAPE. CIT 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 TDP NAILING FUN AS SHOWN. NOT' 00 NOT TAPE OR SEAL THE BOTTOM NAMING FIN, 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (30 4. APPLY FLASHING TAPE TO DIACONAL CUTS: CIT 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: BE SURE TO OVERLAP THE TOP CORNERS OD) WET TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. O 48' O_C_ PRE -ENG. TRUSSES AT 24' O.C. 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-O' O.C. REFER TO FRMG. PLAN (2) 16d COMMONS TOE NAILED EA SIDE 2x4 45' CROSS GRACING AT 4'-0' O.C. W/(2)16d NAILS AT EA. TRUSS WED MEMBER NAIL 2 X 4 BLKG M 2 X 6 BLKG WITH 10d 0 B" O.C. NAIL 2X6C.KGM DBL TOP PLATE WITH 10d d 8' O.C. SIMPSON 'MSTAM24" AT 32" O.C. W/ 5-1/4' X 2 1/4' TAPCONS IN MASONRY & 9-10d X 1 1/2' IN 2X6 STUD 8xB U --BLOCK TLE -NSM. FILLED W/ CONC. & (1) #5 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FIN. PLAN GABLE END SECTION @ VAULT TRUSSHOW FACE OF GABLE END FOR CEMENTITIOUS SHEATHING PER PLAN 2x4 BLKG. ® 48" O.C. _(2) 16d COMMON MADS AT EA. 2X4 LADDER FRAMING 15/32" PLYWOOD SHEATHING OVER GABLE END TRUSS FASTEN WITH Bd ® 6' Q.G. NAIL EACH TRUSS BOTTOM CHORD MEMBER TO 2 X 4 BLKG WITH (2) 10d 2 X 8 @ 16" O.C. KNEE WALL WITH SIMPSON SPH8 AT EACH STUD SIMPSON HETA20 32' O.C. EXPANSION JOINT AT CEMENTITKXNS FINISH 2x6 P.T. PLATE CANT. W/ 5/8" DIA_ ANCHOR BOLTS 0 32' O.C. OR W/1/2 - DIA. ANCHOR BOLTS @ 24" O.C. ROOF SHEATHING 2x4 BLKG. ® 48' O.C. — (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING emiTIL7 am I •;. AIR -INFILTRATION BARRIER • r(SEE ELEV. t. FINISH MA-rQ NAIL (2) t6d EACH SIDE �— 2x4 BLKG. 0 48' Q.C. PRE -ENG. TRUSSES 0 24' O.C. 2x4 45• CROSS BRACING AT TRUSS MID -PT. AND AT 8°-0' O -C_ (MAX.) ROOF 12 SHEATHING PER ELEV_ HURRICANE STRAP A EACH TRUSS PER FRMG. PLAN — BxB U -BLOCK TIE -BEAM Fill W/ CONIC & (1) #7 BAR CONT. VERT. /5 BAR AT EA. REINF. FILLED CELL PER FDTN. PLAN GABLE END SECTION @ HIP ROOF Y—Y trN I i�Ti I=WINE Tt: ■ a(:T+I:I 2x4 TRUSS TOP CFD BLKG. E 48' D.C. i PRE -ENG. TRUSSES AT 24' D.C. — 2x4 45' 2X4 45• CROSS BRACING W/(2)16d NAILS AT FA. TRUSS WEB MEMBER CROSS BRACING SCHEDULE SPAN O3 BRACINIG REg'D GREATER THAN 20 FT. SPACED 4'-0. O.C. 10 FT. TO 20 FT. (3) PAIRS AT 1/4 LESS THAN IO FT. POINTS (1) PAIR AT 38 SOFT a MIDPOINT a- LL o o 2x4 TRUSS BOTTEIA LU t~ to LU CHORD BLKG. AT 4'-D' O.C. REFER LUmti� Z Z r' TO FRMG. PLAN — Z0 (2) 16d � co) W _ COMMONS TOE LU -i NAILED EA. SIDE ' BxB U-BLEICK TIE -BM. FILLED W/ CONIC. & (1) #5 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FIN. PLAN GABLE END SECTI❑N X—X A 2x4 TRUSS BOTTOM (MORD BL KQ AT 4'-O" O.C. REFER TO FRAMING PLAN 15/32' CDX PLYWOOD SHEATHING 2x4 BLKG. a 48' D.C. (2) 16d CSN MAILS AT EA. 2X4 LADDER FRAMING _ 2X4 STRONGBACK IF GABLE TRUSS IS TALLER THAN B'-0' GABLE END TRUSS SET 3/4' FROM FACE M CQNC. BLUM 15/32' SHEATHING OVER GALE END TRUSS FASTEN WITH 8d NAILS AT 6' O.C. 2X4 'T' OR 'L' STRONGBACK AT GABLE VERTICAL LONGER THAN 48' - CONNECT WITH 12d NAILS AT 12' U.C. -SIMPSON FETA20 AT EACH TRUSS VERT WEB MEMBER (24' O.C. MAX) 16d COMMON NAILS AT 6' D.C. TO 2x6 P.T. PLATE CEMNTITIIUUS FINISH OVER FRAM CONSTRUCTIIUN APPLIED 2 LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL OR I LAYER OVER AN APPROVED HOUSE WRAP. ION JOINT AT CE �A7T�t CEMNTITITIL 2xbIS IK PLATE CONT. W/ 1/2'x B' ANCHOR BOLTS e 32' D.C. rrcu.�c� i to to 15-015-021 O3 6-16-17 MCA (V �CD E-4 LU � GARAGE :3'T N r - r, r ""�IQq LU ar- Q 38 SOFT a LUE ran -i �j c) a- LL o o LU t~ to LU Z Q m LUmti� Z Z r' W LLI Z0 � co) W _ �a LU -i LU I - n t7� rrcu.�c� i to to 15-015-021 O3 6-16-17 MCA (V �CD LIVING LU � GARAGE :3'T N r - LANAI LU ar- ct 38 SOFT a LUE ran -i �j c) a- LL o o LU t~ to LU Z Q m LUmti� Z Z r' W LLI Z0 � co) W _ �a LU -i LU I - rrcu.�c� i NO. 15-015-021 DATE DRAWN DRAWN BY 6-16-17 MCA CAYMAN 1516 B LIVING 1516 SOFT GARAGE 372 SOFT LANAI 50 SOFT ENTRY 38 SOFT TOTAL 1966 SOFT SHEET Y . 1 S .eI i s RNG REF KIT. AT RNG. N OTES: 1 2. 3. Q BATHROOM TOWEL BARS AT 54" A.F.F. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. TOP OF BATHROOM SHOWER TILE o � _ AT T—O" A.F.F. _ f z n SHOWER HEADS AT 6'-8" A.F.F. C. 30" i I v RAD. If Q melyl1 OPEN 00 o TO f HALL (° d O HALL ARCH WALL MTD. LT. W.C. FILLER BATH 2 SH WR. •' i : SINK I KIT. AT SINK/DW WALL MTD. LT. TILE MIRROR M.C. � FILLER ILLER LAV LAV O O O O O F- _ f Z a_ r7 <r O VB42 VB42 M. BATH VANITY WOOD TRIM Q4 ,zq- w Q o- c� 0 0com MASTER PLAN REVISION 6-1-17 (ti W q© o � a) u� N w � co ��cv Z � � Q CLQ o w � u- � atL�o W zamt�7 Wmti� zz� I L A 7mO , 12" 3/4" 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 BARTOP DETAIL wW ��Z M Z O W = w w r PROJECT SHEET NO. 15 -Q15 -Q21 Dari DRAVN� DRAWN BY 6-16-17 MCA CAYMAN 1516 B IMNG 1516 SOFT GARAGE 372 SQFf LANAI 5Q SQI='I' ENTRY 3$ SQI= C TOTAL 1966 SBFT NOTE: ALL DUCTWORK PENETRATING GARAGE CEILING SHALL BE R-6 FIBERGLASS DUCT WORK. 32 VENT 1 WALL AC -1 EQUIPMENT SCHEDULE CARRIER 3 TON C.U. - CH14NA036006 A.H.U. - F84CNF042L HEAT- 05 KW COOLING CAP. - 34,200 HEAT CAP. - 33,800 ELECT - 208-230-1 BRKR CU- 35 AHU-30 REF. LINES - 314 & 318 S.E.E.R. -14.0 HSPF - 8.20 HVAC PLAN 0 1/4" = 1'-0" AIR HANDLER DETAIL CAtJ T!E DOWN T j' COMPLY W!'T'H s� BMP CUP W CIALV. CUPS RAPRoo=Appg4, c. ,.o:m!na. '( PROJECT ) SHEET EAL9'01 mE COPY �? I—Lq/(7 to torn N W 0) m Zi"sti Q cl czs <F, O O z LL c) c Z Q c L) CiV I,- I,- �r Wcow ww titnZ ciZO W = W J W H '( PROJECT ) SHEET EAL9'01 mE COPY �? I—Lq/(7 6 AdOJ � ij M 3 C "I nil 'I CI All * UPTURN BEAM BY OTHERS. BOTTOM @ 8' TRUSS TO BEAM CONNECTION BY BLDR Truss Load Alert Box *NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO Truss I.D. LEDGER CONNECTIONS BY BUILDER � e �m{�o�s9 Gravity {> 5,000#) / Uplift (> - 1,000#) (UNLESS NOTED OTHERWISE) o e 3 0 _��o ( ) NOTE: ALL CEILING DROPS BELO BEAM ARE _ - Horizontal a 350# * I � BY BUILDER (UNLESS NOTED OTHERWISE) s 9 � o a •� Y = c � c * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW d a s m= TRUSS I.D. AND TRUSS LOCATION ONLY. •a� THE BUILDING DESIGNER IS REPSONSIBLE FOR THE o E o d •- STRUCTURAL STABILITY OF THE EN" FIRE STRUCTURE. 9 REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS _ _- FOR GRAVITY AND UPLIFT' LOADS. a 3 = o FOR BRACING & ERECTION DE FAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD y c i „ N L M O REPRESENTS THE. LEFT SIDE OF ado s a Q EACH TRUSS DRAWING �� 'y " � ~ � JUS24 TH D46 ' a ' B B ; �i 1US26JO MaH422 —� � \C,, THD26 M IJS26 a a t a s D� THD28 - - - o ,E j THD26-2 0 - - - F THD282 wry) ___ m E E o E E E e � c La -oo r 9 c `o G) JUS46 � --- 1H B 6; __1HBB; HANGER BY BUILDER aBO BEAM BY BUILDER o - - r 9 m E o • v m ._ � o * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON d o a TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 s rs v m v STRAP (BY OTHERS) UNLESS NOTED OTHERWISE = d - M lag > s r = - (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) d LOADING ROOF FLOOR WIND LOAD a 13 LIVE LOAD 20 ASCE 7-10 A> o a O= U DEAD LOAD 7 160 MPH EXP B C L vOi C N O i Ql H C n O "O o LIVE LOAD 10* CATEGORY II if a = OO._ e c E- c coe E u r o m c=j DEAD LOAD 10 ENCLOSED TOTAL LOAD 37 FBC - 2014 d o e p o Es 1 `a o z DURATION FACTOR 1.25 TPI - 2007 0 N = - REV DATE BY REMARKS o E i "- � ._ � c .o _ a _ do9O d 5. ^7: o m a v y m c 3 a = c ' O • O C L W N _T L O) O N L L L C L = a� O L d - L — "O _ G ` O -/ -/ Z r W d O M N ig c It is understood that above- conditions have been reviewed F_ AFIPROVED o s a m o & are acceptable for the � I m ;, -s o fabrication at trusses, a AFPROVED AS NOTED o E oo 0 elevations, pitches, overhangs, _ ._ = d -g REVISE AND RESUBMIT fascias,ceiling = N elevations/pitches, bearing ;conditions & all detail pertaining REJECTED N V o J= o s to this truss placement plan. No back charges will be accepted E _ without previous written DAT = E o � = d approval from an A-1 Roof a o- d Trusses representative. REVIEWED BY d PLAN DATE ARCH: 06/01/17 STR UCT: / /— o _ o d .. CUSTOMER RENAR DEVELOPEMENT GRCIUP c- a 10B NAME CAYMAN 1516 B p O O r O N 6 C r, ICJ -moo 'u � N OPTION(S) - ¢ � o HATCH LEGEND " - 8" COFFER 8 A.F.F. d Edd o r I COMMNTY W _ " /LOT # MORNINGSIDE a o s Y o -o c '- �. = E .... CITY I FT PIERCE r - - '� COUNTY ST LUCIE C H BLDG SINGLE BLDG v z .3 s TYPEFAMILY # -`_ O u -E *E .o. o - o v E JOB # 68868 MASTER _ _9 `O C .d d y L •� L_ L M m DRAWN SCALE s 3 s o osr4sr�aaeeAra DATE 06/16/17 - d e8� + 'T rd, tg RH N.T.S. 44'\adti s•++x$ 09i Iy+On q WAMIIDny T.Tom ,Ill d�V <e °++q VW dF 4N CN MClonrr r W III'r ..•' L' . N +.!V� i 1, F 'Ewaftontj mtio®w `, •� i'%� H�9ir�l."FIyT�ipU� II�'tV.Wn I HCl15e E BLL`Forl Y -4, � ` i p m��y ...eee n 4 P rcfl $-Flatle,.0 US O: c o d p+x� on I+ul:giprov +M t7 o s a .. ;� FLOG o,Tmos,<b, q oom ■ a _ � d E 2498 Nz I Fk � No e _ _ _ FASCIA 291,/�-W = o d o HIP LINE 72 n TUi91 ' +•°'" D4 VALLEY LINE 22 e r = �y A FLORIDA CORPORATION kutw�oei II SHEETING AREA UNDER VALLEY TRUSSES ANDPh 772-409-1010 I Fax 772-409-1015 - _ WA5TE MATERIAL NET INCLUDED BLDR TO VERIFY CALCULATIONS http//Www.a1truss.corn