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TABLE R3012(1) rf •#I AND GFOGRAPI DESIGN CRITERIA For -Sr. Ipmiad par afoot•= 00479War, l tea per hour =0,447 rtJ5 a. �'ni out •amN+e. *.asY (FR.�ta.2#aLg. Tleagae�erfvraaxxiY ei�s st�be�mreied fran ASTM C 34, C 55, C 62, C 73, C W. C 129, C 145, C 216 or 652. b. Reserved. e Teramle infestabon pm Foxe R3012M)"s"vary --" d. cavil spaetl sib ise±sarrlhe mar ,ram d 4Fiaae R34i12ta);. Writ s�sP�' � or. rie Asa - cisi4 ecmrdirre with Section R301214. e. The oribloome .eI shag be selected 9nntdre cokarmsoW 112-paroord vairres for winter fruit Appendix C,A9le Ronda B J"m Code. CrePtD sL ms8irrwffisvr : orderer°rid Mtiv traldie9 �. f Reserved. 9 The body ~by ardimarau, specify (a) the date of 0m - o entry win the Natural Flood 9nssn>irce Paagrana{mot cs€taat radawar�re for ottlood hazard miss).{b)9�dare(s)Qtleefieed dr«��Sivd9 �d(ci the panel riiohacs and doles ota9 currentlyeffiective FIRM aif F3FK or oem flood hazard MAP adopted try the muffromitirhaysq as mmndod h- Reserved. L Reserve. j. Reserved k Resgaffi got • • ! ! a # a # NOTE: THE WALL AND CEILING FINISHES i REQUIREMENTS R302.9.1 AND MEETS THE FLAME SPREAD OF •" fit AND COMPLIES REQUIREMENTS SECTION a i AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. ATRC VENTILATION CALCULATION: ATION: VEN71LAIM RECUMM. ATTIC AREA = 2..353.3 S(k FT - VENTILATION AREA REQURM - 2,343.0 S.I. FT. / 150 (F.B.C. R806.2) > 15.62 SO. F;- PARAMETERS: LINEAR FEET OF 16' WIDE SOFFT - I$6.5'. Ir WM SOFFIT = 43.1% 6" WE SOFFIT SQUARE FOOTAGE OF SOFFIT vl (1515' % I -In + (43.1' X 1.0i) + (49.0' X .671 - 29U IOM# �. �. / SO.. FT,NET FREE AREA OF VENTI.ATFOR ACM IRii'(,E 4 OR QUAD 4 FULL VENT NARROW PATTERN SC'�TIT - 11- VENTILATION PROVIDED - SOFFIT VENTILATION PRO'vi6F.O - 296.0 SO. FT. X 11.74 SO- IN. / So FT, X 1 SC% FT_ / 144 M PC - 24.14 SO. FT. OONCLUSION: VENTILAMON FROVMW = 24.14 SR. FT, > VENRLAIM REWRED = 15.62 SO. FT.. THEREFORE SOFFIT vEk'i1LATION fS ADEWATE SUBMITTALPRODUCT APPROVAL y rR... R R a a . � PERMIT: BUILDING ADDRESS: 9331 BREAKERS R A R RyY PIERCE, . FLORIDA R !:j. .: CONTRACTOR: 'DAVIS OPENING SCHEDULE SIVING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: MODEL# MANUFACTURER GLASS ATTACHMENT METHOD . . # I PRODUCT APPROVAL : PRESSURES 77E)CTERIO FROM CORNERS, _TAPCONS SPACED FROM MULLION. JAMBS: t. FIBER -CLASSIC y! � : SMOOTH STAR TAFICONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. R, . sSCREW(FULLY THREADED) TRACKBRACKET • •O• • '. 16070 OVHD OVERHEAD DOOR - MODEL 9100 WAYNE DALTON I WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK FL9174.6 iM M N I ! ALL. ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 8CI68 S.G.D. SLIDING GLASS DOOR SERIES 420 MI WINDOWS AND DOORS 3/16" TEMPERED HEAD: SPACED 6" FR(M CORNERS,17°° O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17" 1 FL15332.6 +/_ 40.0 PSF (MIN) O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX. ALL. ANC40RS ARE 3116" DIA. TAPCONS (1-1Air MIN. EMBEDMENT) C WINDOW 185 SH MI WINDOWS AND DOORS 118" ANNEALED ANCHORS 21' FROM C( LRN€RS, BEAD: 16" O.C. MAX., JAMBS: 16" O.G. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 31t6" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) --- } 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) 114" DIA. - - C) GLASS BLOCK 8`"x811x4" MULIA, INC. TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN. EMBEDMENT A NOA 155-0916-12 +/- 90.O PSF (MIN) ALI. ANCHORS ARE 3l`18i DIA. TAPCONS (1-1141" MIN. EMBEDMENT) - - -- �j 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 3/16" D A. TAPCONS (1-1141" MIN. EMBEDMENT)- {j WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. F FL17499.2 +/• 60.0 PSF (MIN) ALL ANCHORS ARE 31#6" DIA. TAPCONS (1-1/4# MIN. EMBEDMENT) } WINDOW 185 SH I MI WINDOWS AND DOORS ,18" ANNEALED ANCHORS 2" FROM CORNERS, HEAD. 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) f a TAMKO BUILDING GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 318" DIA. HEADS, LONG ENOUGH TO ASPHALT SHINGLES CAMBRIDGE AI{ >> PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1i8" ABOVE BUTT FL18355. i PRODUCTS, INC. EDGE, APPROX.1" & 1 i:. FROM EACH END & 112°' ABOVE EACH CUTOUT. PROVIDE T NAILS AT 12"" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICA i CONSTRUCTION « ATTACHED THROUG14 FASCIA AT 16" O.C. FL12019 MATERIALS >> +/- 50.0 PSF (MIN) .. METHOD OF: ATTACHMENT: DIRECT MOUNT --�- HURRICANE SHUTTERS � SAFETY EDGE" TOWN & COUNTRY � � � «>> ALL. ANCHORS ARE 1/4" DIA. TAPCONS (1-1?4" MIN. EMBEDMENT) FL 12856.2 +/-54.0 PSF MIN STORM PANED INDUSTRIES, INC. 33 PSF: 16" O.C. SPANS UP TO 5% 9.9" SPANS UP TO 9'-2" , 38 PSF: 1 a.8" O.C. SPANS UP TC (MIN) " t ! 1) 4 4 6 1 ) 1 S " 8.6 SPs►NS UP TO 9-7 . 7 PSF: 12.7° O.C. SPANS UP TO 5 , 7• SPANS LIf TO.3 -2 , 54 PSF: 1 11.1'" O.C. SPANS UP TO 5", 6.1" SPANS UP TO 9'-2" I have reviewed the above product approval informati//on�jand approved j1, Name: Mi /V�j��/),�GI'/l/no-7 SienatumI� (! �! Certification HumbIq�q Date: '2-d _ 1 � d CVR INDEX 1 PROJECT INFORMATION A-1.0 FOUNDATION PLAN A-2.0 FLOOR PLAN A-3.0 BUILDING ELEVATIONS A-4.0 ROOF / FRAMING PLAN A-5.0 ELECTRICAL. PLAN A-6.0 WALL SECTIONS / NOTES A-6.1 WALL SECTIONS l NOTES A-6.2 WALL SECTIONS / NOTES A-7.0 INTERIOR ELEVATIONS A-8.0 HVAC PLAN INTERIOR2014 FLORIDA BUILDING CODE USING AREA OF OPENNGS ` DESIGNR ESSURE 0 to i t TO 49.9 44.0 0 PSF 1 • PSF 50 TO 99.9 RS i - a r1.2 PSFSF +i i 9 .. PSF PSF 500 AND r'i USING END ZONE COEFFICIENTS ! ' SF 44.0 R PSF i PSF t .. * PSF 34.3 PSF 1i s *PLANS DESIGNED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE TYPE OF CONSTRUCTION: CBS X FRAME BUILDING DESIGN: ENCLOSED X OPEN PARTIAU ULTIMATE DESIGN WIND SPEE_D:140 MPH 160 MPH X 170 NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: If EXPOSURE:B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 - MEAN BUILDING HEIGHT: 15' OVERHANG: 1.33 FT ROOF PITCH;: 6 112 COMPONENTS AND CLADDING WIND PRESSURES: ROOF DEAD LOAD. (SHINGLES)_17 PSF (TILE) _ SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X . t i•.0 f Mi SE PI.ANS n nNY CPFrK 9E pY� M 'tT(ELi�INSt' u,P TC E3G P nllc suaa YIN (;�Ptiril j;c,nt;t3. a aulaye�ssnnApPtiln� MAY 61= wl-TFA 1ak1� - OOMP4Y Ltd � cv o� W D q cv z< U-C) LLI z ®11 f)(D QLL G o r q W C) r r o�di wJj Z < too W 103 zz)-- , W W rsu3z r- z 0 LrJ W W 1- r( PROJECT i NO. 15-015-024 DATE DRAVM 8-10-16 DRAM BY MCA CAYMAN 1763 B LIVING 1763SOFT GARAGE 387 SQ" LANAI 50 SOFT ENTRY 75 SOFT TOTAL 2275 SOFT CUBIC VOLUME OF CONDITIONED SPACE 15,364.4 CUBIC FEET SHEET F,A- mm LKFA 1K 1707-OMS- ST. LUCIF COI`NTY BI-1I PT\G "TV"elf" N 8 EN IMI ED FOR CON CEAl ),EVIEIVED Bl' DATE _ /. PLANS AND PsRI T;GUST BE KEPT ON JOB OR NO LNSPECTIO'i WILL BE MADE. �hN��AIEb Obi#iok�lt� �� p1TpCNfAENTS A� C C4 41 4of A CON ply ._...- r� 1:-a TABLE R3M2(7) r. uaAnr AMrl r_crv:oaaurC riFAI N rRITFRIA GROUND SNOW LOAD NAND DESIGN SEISMIC DESIGN CATEGORYdepth SUBJECT TO DAMAGE FROM WINTER ICE BARRIER UNDFRLAYMENT REQU9iE6 FLOOD NAZARDe AIR FREEZING INDEX' MEAN ANNUAL TEMP Sped TapagraplvC Fmsimt� Te..'Irls DESIGN TEMP• ice,) ems` qM) NIA See Fig. R301.2(4) NIA Negligible- NIA Very N/A NIA N/A F" SI: I pmod pa sq,,sie feat= a.0479 We. I rtme per hemr= 0.447 rtvs a. 1Veaifmreg is •neglabe^�rcmcrete sa rmwsee rmmiro Y�atlw"u Prv�tskir vEF R3OT2(a)J. 9 ofr $Wbeaeknnawd from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145. C 216 Or C 652 b_ Reserved. c Temrite lde:dal m per Fuse R3012(6) a "very heavy." it Nhrd speed shall be from the basic wind speed map(Figtae R301,2(4)). Wind exposure caagory shad Ee fmmaedamoled"PaCiftbass0 aarardvme with Sermn R301214. e. The oufrioie deW dryNxWt shad be selected from am cohmvm of 97 lalrercmrt v for water full A D dam Fla egg Code, Plumihclg. Daviisoms fain tier Appemddr D lemperakess shed be parallel b reflect local dwates or beat Weather expervirice as ak4amwvd M the Doug affictaL 1. Reserved. It The apomabte goomrNvgbody stlakby bcaj goodplmnftcndommatagernadordeuanee, specify (a) the date date MMadmuticinris entry am9,e National Flaad Insurance Program (dam of adoption of the fast cede or redfrmxa far rrmnogymnard of flood barest areas). (b) the dxWa) dam Flood IraMasmse Study and (c) the panel raataers and claims of all rurarrly ei eeirm FIRM and FRFM, ocater 110W hazard MOP arxpmd by the smvear! 11WImm Paadrtim, as anmrided h. Reserved. i. Reseved. I. Reserved. IL 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 VENI"TIOM CALCULATION: VMWATIQM REQUIRED: ATTIC AREA = 2,353.3 SQ. FT. VENTILATION AREA REQUIRED = Z343.0 SO. FT. / 150 (F.B.C. RBW2) = 15,62 SQ- FT. PARAMETERS: LINEAR FEET OF 16" WIDE SOFFIT. = 166S. 12" WIDE SOFFIT - 43.1', U" WIDE SOFFIT = 49.0' SNARE FOOTAGE OF SOFFIT = (16&V )( 1.33) + (43.1' X 1.01 + (49.0. X .671 = 296.0 SQ- FT. NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 iR2 QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SO. IN. / SQ. FT, VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 296.0 SO.. FT. X 11.74 SQ. IN. / SQ FT. X 1 SO. FT. / 144 SQ. IN. = 24.14 SO. FT. OONCLUSIM: VENnLATION PROVIDED = 24.14 SO. FT_ > VENnLATIO N REQUIRED - 15.62 SO. FT., THEREFORE SOFFIT 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 PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT APPROVAL DESIGN PRESSURES ID HEAD: 1 /4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16" TEMPERED 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS,14" Q.C. MAX. SILL:1/4" 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: 5/16" X 1-5/8" 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 3/16" 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" Q.C. MAX. JAMBS: SPACED 6" FROM CORNERS,17" FL15332.6 +/- 40.0 PSF (MIN) O.C. MAX. SILL: SPACED 6" FROM CORNERS,17" Q.C. MAX. 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 +l- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-114' MIN. EMBEDMENT) Q WINDOW 185 SH MI WINDOWS AND DOORS 1/811 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. GLASS BLOCK 8'"x8`"X4" MULIA, INC. TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN. EMBEDMENT NOA 12-d501.11 +/- 90.0 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 +1- 60.0 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 +I- 60.0 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 HAILS,11 OR 12 GA., WITH AT LEAST 3/8" DIA. 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. i" & 13" FROM EACH END & 1/21' 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. METHOD OF ATTACHMENT: DIRECT MOUNT FL12019 +/- 50.0 PSF (MIN) HURRICANE SHUTTERS "SAFETY EDGE" TOWN & COUNTRY "C'c » ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL 12856.2 +/-54.0 PSF (MIN) STORM PANELS INDUSTRIES, INC. 33 PSF: 16 O.C. SPANS UP TO 5', 9.9 SPANS UP TO 9 -2 , 38 PSF: 15.11O.C. SPANS UP TO 51, &6" SPANS UP TO 9'-2", 47 PSF: 12.7" O.C. SPANS UP TO 5`, 7' SPANS UP TO 9,-2'`, 54 PSF: 11.i" O.C. SPANS UP TO 5', 6.1" SPANS UP TO 9'-2" I have ridYmwW Ilm above product approval in/omxition and approved iL SigtmWre: 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 FixtTSTI-law-Ml BUILDING ELEVATIONS 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 (SO. 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 1 -38.2 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE 0 to 19.9 46.1 PSF / -61.7 PSF 20 TO 49.9 44.0 PSF 1-57.5 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 OPEN PARTIALLY ENCLOSED ULTIMATE DESIGN WEND SPEED:140 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: 11 EXPOSURE;B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15° OVERHANG:1.33 FTROOF PITCH: 6 !12 COMPONENTS AND CLADDING WEND PRESSURES: ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES X NO` IMPACT RESISTANT ASSEMBLY; YES NO X -co CID CD 6 170 MPH PLAN REVIEW REVISIONS MASTER PLAN REVISION 6 -17 {rn vJ 0 � N wU01" (q Z) V' cmZ LTA W <( z J � O Go QtL�uc-)i Q=ti� ZQ�CU7 � m47�V ZcoJ`- L+> (Z L^,)ZO w= �a w J W SHEET CUR PROJECT NO. 15-015-024 DATE DRAWN DRAWN BY 8-10-1$ MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 75 SQFT TOTAL 2275 SQFT 10, 23'-8" 14'-4" ml A DETAIL 1 7'-0" 6'-10" 5'-2" 4'-8" 1'-g" 10'-O" 2'-8" C D F---------I G, 2'- "I o 8'-0" 1 -8" I 0 ---------- — — ullA oaKO I E F i+� o �y A i� HB--- 3' 2'-6" N 3 RECESS SLAB [ 7 5/8' FOR S.G.D. o — — — — — 1 [ M m 0 LAV LAV I t a- i ■ A i iu \ �O 1 \ INDICATES C.M.D. CELL FILLED o M O 11 i41 I rn W/ CONCRETE AND (1) #5 VERT. { REBAR CONT. FROM FOOTING TO TIE BEAM (TYPICAL) ao I 4- WC lI - - SHWR. ■ 1 9'-4 1/8" ■ [ RECESS SLAB 3 1/2" FOR 3 1/2" 10'-7 5/8" 1 °° 1 I SHOWER °p I I io I [ SINK W/ ■ 1 SP. ( ■ o I » 0 — 000 {) 1 I I A REFERENCE 11 I o { y FINISH FLOOR ■[ I o 0 1 [ A ea o O co 2500 PSI CONC. SLAB W/ FIBER [ 1 I I [ MESH, ON 6 MIL POLY VAPOR BARRIER { c a OVER TERMITE TREATED COMPACTED ■ [ CLEAN FILL TO A MINIMUM DENSITY OF [ ■ 1 95% AS DETERMINED BY ASTM D-1557 1 M I I �t H1 \ W. o { t MJ [D I 0 [ ( — — — A — — — ■ TUB/SHWR �r� i 1 Hi WC Bi 1 1 7-11 7/F '\\ �r N ®L L AV 1 I � i� 1 I AC CH SE-")�\\I i 1'-1 D 5 8" 2'-4 5/8" a 1 00 1 ao 1 uj) i A j ( D I 1 i I. � I ■ ■ [ 1 I C4 I { I 1 1 1 5'-9" 5 —2" 1 � 1■ I 40 A n I F SLOPE DOWN 1" _ r I 1 -to 10 AT GAR. DOOR �m { 0 ao I 1, r ( t 10 I { I in I----- ---- Lo i ■ I-- ------- -- r"--j in ■ ■ c ■ ■ ■ ■ ■ ■ B A 4'-4" jr-4" 8'-O" 1'-4" 20" 16'-0" 20" 12'-4" 6'-4" 19'-4" 38'-0" ;ONC. 1/C PAD w 6x6 - 10x10 WWF Of a OR FIBER MESH 0 GRADE _I 00 2-#5 8" 16"� BARS g DETAIL 1 O GRADE 12 (MIN) BELOW 8"1'-4" D DETAIL CONIC. 1-#5 SLAB BAR R oa 4" 8" + G DETAIL 111'2� IOUTSIDE LINE 6x6 - 1Ox10 WWF I OF EXT. WALL OR FIBER MESH I t" MAX. CONC. SLAB - Bt DETAIL 1 6x6 - 10x10 WWF OR FIBER MESH CONC. 1'-Op SLOPE SLAB 2- _ GRADE BA S 'f F DETAIL 5 , 2" FRAME} 7 /8" BLOC ur CONIC. d SLAB > ro I $" -4" BARS DETAIL - S.G.D. 1 CONC. B. 8" SLAB � VARIES 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" DIMENSIONS ARE V 2" ROUNDED TO THE TUB/ CLOSEST INCH SHWR. FOUNDATION PLAN 1/4" = 1'-0" 1-#5 CONC. BAR SLAB —�- _ ) H \ DETAIL 1 CONC. 2-#5 SLAB -7 BAR 0 1,-4" 4" 4" K DETAIL 1 cli SHOVER RECESS AT WALL 2c— L_J I B -4 M DETAIL 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG_ PER DEPTH 3" MIN. 3" MIN. — DETAIL — —� FOOTING & REBAR 1'-0" TRANSITION PIPE THRU PF FTG. DETAIL 1 2" LAV 3" 3" V.T.R., I I I , 3" 1 I I W-C- j 2d I I LA�t I , I 3" 1 + W.C. 1 2'-0- DETAIL 1 2" V.T_R_ I I I I I 3" U) CONC. �' fy- SLAB— /'Hl-'\ DETAIL 1 CONC. SLAB � 4- 8"IX G7 DETAIL 1 2" 2" V.T.R. SINK I I I I 3" j--Lj 2" WASHER 3" 3" MAIN CLEAN OUT TO SEWER 2" I OR SEPTIC TANK TUB/ SHWR. SCHEMATIC PLUMBING RISER PLAN REVIEW REVISIONS MASTER PLAN REVISION 6-6-17 W ul c) Ce) rn o w � W � c w 0) u� rn N W m � Z Z M ti ctwCl > 0 tW LL' Lo a0C)W 1t �. o Q I . W Wto ZQCCCL DC� W In ti V Z Z M Z O W = Q W w SHEET A look=====:w:::w:m::: PROJECT NO. 15-015-024 DATE DRAWN DRAWN BY 8-10-16 MCA CAYMAN 1763 B LIVING 1763 SOFT GARAGE 387 SQFT LANAI 5f3 SQFT ENTRY 75 SQFT TOTAL 2275 SOFT 0 m +6'-8' HDR_ HT. N I to +6'-8" HDR_ HT. O +6'-8" HDR. HT. CTR. E HDR. HT. 0 i 23'-8" 14'-4" 14'-2" O+6'-8" 10'-0"x5'-O" HDR. HT_ CONC. PATIO ■ ■ ■ ■ ■ 8.-0" '-8' EGRESS R/S cn I 2O I 8' CLG. r r _ _8'-O'_CLG. 8'-8" CLG. — — ■ ■ ■ ■ N I I 9'-0" io 13'-7 1/2" 14'-1 1/4" MASTER BEDR06M --- R/S ■ ® I N _ 42 H. 2x4 I COFFER CLG. I KN"A[i I I FAMILY ROOM ■ 8' CLG_ @ I VAULTED CLG_ - 2'-9 1 2 'o / 4 ' 04 I2'-0' i1 KNEEW i 0 P.T. 2-2X4 Z L O N — N ■ ® n i I I 10'-0' M 3'-5" 5'-7" I 4'-1 1 4 3' 0-5'-0' 11'-4" / " I RAISED E- - ---- 2'-3 1/2' I RAISED i I BA TO DEN/BEDROOM #4 M I KART 1 � 1 SINK WJ I■ i I DISP. VAULTED CLG. co i LIVING R00 0 0 N n 11 CATHEDRAL CL II KITCHEN w I II VAULTED CLG. O ■ ® I c R/S co — I ® R/S ■ m ■ � I "' BREAKFAST En lif -5" VAUL CLG La 5'-7 3/4" 5'-4 1/4" xc� c�z 15'-15 1/4' 0 aao 9'-6 1/2" N I © ■ BEDROOM #3 04 4'-4" 11 o VAULTED CLG. DINING ROOM 8' CLG. ' N CATHEDRAL CLG. 5 SH. W. N ■ I 8'-0" 8' CLG. 4 0 I D. NAC N 1' I — — — M.T. ■ 18' CL a o O O 7'-g" 3'-7 1/2" 7'-1 3/4" 18'-3 1/2" 31" N. _ - VAULTED CLG. _ Q O Lo O M 9 M.T. I 22"x54" R/S ■ ■ rn ATTIC ACCESS i 8 GARAGE 8' CLG. m I ■ 01 BEDROOM #2 _ 8' CLG (BOT. BM. ABV. FLAT ARCH SEE DETAIL _2__zuTHIS SHT. O HDR. HT_ EGRESS EGRESS Do 8"W. ■ ■ ■ ■ In ■ ■ ■ ■ m ARCH ABV. ap ■ FLAT ARCH SOFFIT ABV. 4'-4" 1'-4" 8'-0" 6'-4" 20" 16'-0" 20" 12'-4" 19'-4" 38'-0" 0 I 0 OI +6'-8" Lo HDR. HT. DRYER V_T.W_ COND BEAM TO LINTEL (2)2x10 BEAM CONNECTOR PER FRMG. PLAN - 2001 TOP OF ARCH ro I 9" N 6 1 /2"W. SOFFIT BDRM. 3 CONC. AND SIDE WALL BLOCK WALL I BOX OUT --� 1/2' 4 1 /2" 9" 0 ENTRY ARCH SOFFIT DETAIL SOFFIT AND BOX OUT TO USE 2x6 BLOCKING WITH to PLYWOOD EACH SIDE FLOOR PLAN 1/4" = 1'-O" DOOR SCHEDULE 0 SIZE 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 W SELF CLOSING DEVICE 4 2868 6 INT. DOOR 5 2468 POCKET 1 INT. 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 16070 OVHD. DOOR 1 GARAGE DOOR 11 2868 POGKET 1 INT. DOOR WINDOW SCHEDULE 0 SIZE PER R.O. SUPER. Q REMARKS A 35 SH 1 MUNTINS B 25 SH 2 C 41W. X 3'-4"N. GLASS BLOCK 1 D 4040 SH 1 E 1/2 33 SH 1 OBSC. TEMPERED F 35 SH 1 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. -BEAM TO LINTEL CONNECTOR PER FRMG. PLAN TOP OF BLOCK/ BOT. OF BEAM +8'-0" A_F.F. GARAGE CONC. BLOCK WALL NOTES: 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 & 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 r REVIEW REVISIONS MASTER PLAN REVISION 6-6-17 0) C10 w � a co q� rnWo co q -':� � O W W w �, w Lo to � N rn w co 0 Z a cl�s � � W Q tL LD z O o d tL�O Q=tir U ZQCo(9 IL Ill w m � U Z Z r f7 co Z I-ZO w= w J W F- r:: SHEET A 2mO PROJECT NO. 15-015-024 DATE DRAWN DRAWN BY 8-10-16 MCA CAYMAN 1763 B LIVING 1763 SQFI' GARAGE 387 SQFT LANAI 50 SQFT ENTRY 75 SQFT" TOTAL 2275 SQFT PLAN REVIEW lx6 P.T. BUCK SET IN SEALANT AND SECURED W/ C45E HARD NAILS 0 12" O.C. (MAX) DOOR THRESHOLD SET IN BED OF CAULK A• 12 FASTBO TO SILL W/ 61 3/16" 01A. TAPCONS 0 18" O/C 0 00 ° o o 0 RG HEAD/JAMB DETAIL SILL DETAIL EXT DOOR EXT DOOR STUCCO FINISH PERMER R CAUL IM CONC. OR MASONRY 1x4 OR 1x6 P.T. BUCK SET IN SEALANT AND HAILED W/1-1/2" CASE HARDENED COIL NAILS AT 24 O/C —DOOR FRAME FASTEN TIM BUCK W/ W/ 3-1/4' x 114' (MN1) TAPCONS AT 24' 0/C MAX IN Pf2FOWLED HOLES BY MANUFAClUI?ER JAMB/HEAD DETAIL RIDGE HEIGHT — — — — — — — — — — — — — +17'-10' A.F.F. 6"W. RAISED TRIM (PROD. 3/4") TOP_OF BLOCK_ _ to m i TOP_OF SLAB — T+O'-O" A.F.F —_ (REF. ELEV.) REAR ELEVATION 6"x6" RAISED BLOCKS (PROD. 3/4") 2' CLR. BTWN. D BAND ALIGN TOP SILL — Qoo $ DOOR FR4ME FASTEN TO SILL W/ 16 x 1" SCREWS 0 2'-0" 0/C �an.�:rlrl,avr::h \CON (i1T BM SLAB SILL DETAIL (SGD) RETURN BAND 24" ALONG SIDE WALL(S) 1 /4" _ l'-O" ELEV:) CEMENTITIOUS COATING ON BLOCK CEMENTITIOUS COATING ON LATH 6"x6' RAISED BLOCKS (PROD. 3/4") 2" CLR. BTWN. 160OVERHANG TYPICAL UNLESS L OTHERWISE NOTED ill 1�1 ICI ICI FRONT ELEVATION 1 /4" = l'-O" — — TOP OF BLK. — - CEMENT111OUS COATING ON CONC. BLOCK BEVELED CORNER QUOINS W/SMOOTH FINISH OVER STYROFOAM (2" PROJ.) W/2" W. 450 BEVELED EDGE CEMENTITIOUS COATING ON BLOCK r 00 I o (O � p LEFT SIDE ELEVATION 1x3 OR Ix4 P L BUCK SET IN SEALANT AND NAILED W/1-1J2 CASE HARDENED COIL NAILS AT 12- O/C MAX COW OR MASONRY WINDOW 1/4 = 1 —u ALUMINUM FRAME FASTEN NW BUCK W/ 3/1600 1/4" TAPCOL+I SCRENIS 0 24" 0/C MAX IN PREDRILLED HOLES BY MANUFACTURER PERlI M CAULKW C✓]"11H US FWSH CONC. OR MASONRY 10 OR lx4 P.L MICK SET I4 SEALANT AND NAILED W11-1/2• CASE HARDENED COIL. NAILS AT 12' 0/C MAX. DRYWALL BOARD CAULKING JAMB DETAIL WINDOW Im . , ., , /, • -! bo Q. vwo PRECAST OR POURED SILL PDaMM CAULKING SILL DETAIL WINDOW 12 16 TOP OF BLKF A.F.F. TOP OF SLAB —--+0'-O" A.F.F. (REF_ ELEV,) 24" SIDE WALL TRIM RETURN — — — — y TOP OF BLK. +8'-0' A_F.F. TOP OF SLAB -- — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — - r- —I +0'-0" A.F.F. (REF. ELEV.) RIGHT SIDE ELEVATION 1 /4" = l'-O" MASTER PLAN REVISION 6-6-17 to Lo � N cq LMJ cq z 0) N Zc") t- " lMJ Q �z 0_OJaCD If OL Q = f�-Ul sn Z Qcq W m ti Z Z ti ci Ln Z Mz0 w= -71a LLI J W F PROJECT NO_ 15-015-024 DATE DRAWN DRAWN BY 8-10-16 MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 75 SQFT TOTAL 2275 SQFT SHEET A 3.0 7/r°f/l7 1 /2"0 A.B. AT 32" O.C. IN LINTEL SEE GABLE END SECTION XX SHEET A6.1 1Io B-6 I1 II 11 II $_7 No B ----- B FLA $ CLG T I I III I I y,A I l I ��Q I I I 11 II I I I B-8 I I I I I i t I I 8' FLAT i CATHEDRAL CLG_ CLG_ I 2 "X" BRACING VAULTED TYP. CLG. 1'-4' OH 1-4 OH OH VAULTED CLG. II B-5 I VAULTED CLG. B-5 I I I I B-4 VAULTED CLG. ( I CATHEDRAL CLG. 8' FLAT CLG. I B-3 I 8' FLAT I CLG_ VAULTED CLG. 8' FLAT CLG. 1'-4" OH (2)2x6 — — — — 2x4 "X' BRACING Typ• OH >< ATTIC ACCESS j I ll 8' FLAT CLG. II II II I W — — — co $-2 i1I= r.A f2121t l) RW II Al it 11 II Xl- uoo B-1 1 j2"0 A.B_ AT 32" O.C. IN LINTS! BOT. AT +8'-0" SEE SECTION X-X ON SHEET A6.1 20VIDE 2x4 )TTOM CHORD XG. AT 48" Q.C. E NOTE #2 HATCHED AREA NDICATES 2x4 BOTTOM CHORD BLKG. AT 48" D_C_ SEE NOTE #2 Zx4 "X" BRACING TYP. PRECAST HEADER SCHEDULE F-B---X-1 LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" BF16-1B 950 PLF 361 PLF B-2 70" 8F8-iB 1459 PLF 1272 PLF B-3 42" 8F8-1B 3166 PLF 2165 PLF B-4 90" 8F8-1B 1029 PLF 959 PLF B-5 54" 81`16-18 6039 PLF 2507 PLF B-6 70" 8F16-1B 4360 PLF 2093 PLF B-7 112" 8F76-1B 1818 PLF 980 PLF B-8 64" 8F16-1B 5365 PLF 2290 PLF ANCHOR SCHEDULE (SIMPSON STRONG -TIE PRODUCTS MODEL DESIGNATION MODEL # ALLOWABLE LOADS NUMBER) 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.) SIMPSON H2.5 < 415 UPLIFT > 10-8d SIMPSON LU24 < 425 UPLIFT > 6-10d x 1-1/2 < 755 GRAVITY > SIMPSON SPH4 < 1065 UPLIFT > 10-10d x 1-1/2 SIMPSON SPH6 < 1065 UPLIFT > 10-10d x 1-1/2 SIMPSON MSTAM24 < 1250 UPLIFT > WOOD: 9-10d x 1-1/2 MASONRY: 5-1 /4" x 2-1 /4" TAPCONS FRAMING PLAN 1 /4" = 1'-O" BF8-fB BFi6-IB TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED i ! QUANTITY OF #5 REBAR AT BO77OM OF LINTEL CAVITY `'. '• m4 A 8F16—lB/lT p h Z #5 REBAR AT TOP i MIN. (1) REQ'D i-Ire CLEAR NOMINAL VIDTHJ QUANTITY OF #5 OFRLINTEL CAR AT V TYOM NOMINAL HEIGH REBAR AT TOP �-sue S' tIAL WIDTH FRAMING NOTES: 7. DESIGN LOADS: WIND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 LL/17 D.L) 2. #2 OR BETTER 2x4 BLOCKING AT 4'-O" O.C. WITH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3• AT BLOCK/STRUCTURAL FRAME WALL CONNECTION. PROVIDE 1/2- DIA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/4' MIN. EMBED_ ® 24' O.C. VERT 0 (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR (REF. ELEV. 0'-0-) 7. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS 1'--4' UNLESS NOTED OTHERWISE 7PLAN REVIEW REVISIONS MASTER PLAN REVISION 6-6-17 W co q 0'3 W Q w � I� 00 o w rn Lo In rn N w W � t0 z m Z m � w ox W X L Oco � LL OL 00 o = W UtvV EL ro Wm�u Z Z n r W W C7 (D Z �Z0 W = � rl W J W SHEET L 6/ A 4a PROJECT NO. 15-015-024 DATE DRAWN DRAWN BY I3-1 i)-16 MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SOFT LANAI 50 SQFT ENTRY 75 SQFT TOTAL 2275 SQFT COACH LTS. PREWIRE OUTLET FOR MICROWAVE COACH LTS. PREWIRE FEEDER 120/240V-1PH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 AMP BUS AMPS 200 A/C 22,DOO INT A/C 665.0 CIRCUIT NO. CIRCUIT ID BRK AMP WIRE SIZE A PHASE A PHASE WIRE SIZE BRK AMP CIRCUIT ID CIRCUIT NO. 1 A/C 40 8 6 60 HEAT 2 3 A/C 40 8 6 60 HEAT 4 5 DRYER 30 10 8 40 RANGE 6 7 DRYER 30 10 8 40 RANGE 8 9 REFRIDG 20 12 12 20 WASHER 10 11 KITCHEN 20 12 12 20 BATH GH 12 13 KITCHEN 20 12 14 15 BEDROOM ARC 14 15 H—W 30 10 14 15 BEDROOM ARC 16 17 H—W 30 10 14 15 GENERAL LITE 18 19 SPACE 14 15 BEDROOM ARC 20 21 GENERAL LiTE 15 14 14 15 WP/GARAGE GFT 22 23 DISHWASHER 20 12 14 15 GARAGE DOOR 24 25 • 14 15 GENERAL LITE 26 27 • • 14 15 GENERAL LITE 28 29 • • 30 31 • • 32 33 • 34• 35 • 36 37 • 38• 39 • • 40 41 ! • 42 3 #1 CU THHN OR ELECTRICAL LOAD CALCULATION AL. EQUIVALENT 2" CONDUIT 1763 S.F. AT 3 VA 5.2 kVA 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 3.0 kVA LAUNDRY CIRCUIT 1.5 kVA 200 RANGE 12.0 kVA 30 CKT 0 1 WATER HEATER 3.0 kVA DISHWASHER 1.5 kVA P A I A`1 E L DISPOSAL 1.5 kVA DRYER 5.0 kVA METER 2 /� V 0 SUBTOTAL 32.7kVA M.C.B. FIRST 10 kVA AT 100% 10.00 kVA REMAINDER AT 40% 9.1 kVA TOTAL OF OTHER LOAD 19.1 kVA 10 kVA OF AC AT 40% 4.00 kVA ]a TOTAL 23.1 kVA 2" RIGID SERVICE F.F.L. 23,100 VA DIVIDED BY 240 V 96.3 A POOL SUB PANEL 30.0 A TOTAL 126.3 A No. 4 CU. WIRE--% - USE 200 AMP SERVICE TO USER GRND. /I EXTENT OF AREA FOR VINYL OR TILE PER CONTRACT ELECTRICAL PLAN 1/4' = 1'-0" SCHEMATIC ELECTRICAL RISER (BACK TO BACK SERVICE) 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 GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWSE. 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER EQUIPMENT AS REQUIRED BY N.E.C. f I i l•► • 6• i,l h f. 44 4.: PADFUR SECLRTTY SYSTEM CENTRAL VACULIN BUTtET LOCATION ®ELECTRICAL DISCONNECT 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, LIBRARIES, 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. PLAN REVIEW REVISIONS MASTER PLAN REVISION 6-6-17 F�q co Q p� rnWo W Cj W 0) Lo CD N CD w um"c0 Z V N Z ce) ti wox LU Q a W IY LLL C) mix z C00OD LL ALL.. Q LU = cm i0 w () N Z Q w co m C-4 O Zz� w w cM Cn Z f'-ZO w= �a w w SHEET A 5mO PROJECT NO. 15-015-024 DATE DRAWN DRAWN BY 6-10-16 MCA CAYMAN 1763 B LIVING 1763 SQFf GARAGE 387 SQFT LANAI 50 sQFr ENTRY 75 SQFT TOTAL 2275 SQFf 12 PER ELEV, R-30 INSULATION 1/2" CLG. GYP. BD. 8"x8" 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 ® 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 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. R ROOF PLAN,_ TOP OF !LOCK REFER TO ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT Ah WDW. 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) TOP OF SLAB FINAL GRADE STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. -CONC. FTG. PER FOUNDATION PLAN TYP. EXT. BLOCK WALL I -- �I LINTEL II I 2x4 STUDS 0 SPACING 11 PER PLANS I 1 VERTICAL FILLED CELL W/ 1-#5 BAR (2) 16d CONIC. BLOCK WALL ® 12" O.C. I I (2)2x4 P.T. W/1/2" DIA. COUNTERSUNK BOLTS 1 A 24" O.C. VERT 2 1/4' MIN EMBEDMENT II WITH 2' SQUARE X 1/8- THICK HURRICANE WASHER I h I{ I I - L----- EXTERIOR FRAME WALL TO TOP OF SLAB CONIC. BLOCK WALL CONNECTION CONNECTOR PER ANCHOR 3/4- PLYWOOD SHEATHING - DECORATIVE CEMENTITIOUS COATING ON LATH - WNDW HDR HT PER-- PLANS - - 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 PER PLANS e `-(2) 10d 0 6' O.C. 3 1/4- DETAIL AT 90" CORNER Hail.* i Z:71:1i Le1<i'� tOT�1 l 1/2" GYP BOARD HEADER PER PLANS 1 1/2" GYP BOARD DOOR ATTACH PER MANUFACTURERS SPECIFICATIONS TRANSOM WINDOW / DOOR SECTION (TYP) a • • ►30 2 a. 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. r-2x6 P.T_ FROM BOL OF � NAiIAt IL V.4. "UK IU ULU. UNL 14 lift EQUAL EQUAL x6'N4 '.L It 1/2' DIA L-BOLT 2x N (8- LONG) W/ 2" P.- WASHER AT ' \ 32' D.C. MAX. cli `- GARAGE DOOR OPENING N ELEVATION GARAGE DOOR DETAIL 1 GROUT SOLID TOP OF CELL SAWCUT APPR OPENING IN W SAWCUT APPR OPENING IN W 25' MIN. LAP 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 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. f'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 O 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 5/8" 7/8" 6" 7" 7/8" 1 1/8" 8" 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. 12. MISSING DOWEL PLACEMENT: NEW HOLE SHALL BE DRILLED 7/8" TO I" 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. X 6' DEEP HOLE FOR _T IN EPDXY ADHESIVE BLOCK WALL 25" MIN. LAP OF REBARS 3,000 PSI CONCRETE FILLED CELL W/ #5 BAR SAWCUT 1'W. OPENING IN WALL FROM TOP TO BOTTOM FOR FULL HEIGHT REBAR PLACEMENT INTO CELL - FILL SOLID W. CONCRETE X 6' DEEP HOLE FOR w #5 BAR SET IN EPDXY ADHESIVE ADDED REINS. 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 11 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 4'. 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. WD. TRUSSES) TO BE #2 OR BETTER GROUP II, 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 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" CDX 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 O ' ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES 5' OROOF EDGE O I:1 -----------------{ y�A O1 O ( O ROOF I EDGE O I RIDGE 4• 2 I d 2 2 -1- -L (D ZONE 1-USE 8d NAILS 0 6" O.C. ZONE 2-USE 8d NAILS O ZONE 3-USE 813 NAILS ® 6" O.C. ® 4' O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. U) to N rn W �co z V N Z w 1 � Q i ❑ W W LL to Q O O �^ CD W N U Z¢c10_() Wm^U Z Z n W W Z Z W_r -' 0- W W PROJECT NO. 15-015-024 DATE DRAWN DRAWN BY 8-10-16 MCA CAYMAN 1763 B LIVING 1763 SOFT GARAGE 387 SOFT LANAI 50 SOFT ENTRY 75 SOFT TOTAL 2275 SOFT SHEET A 6mO Me cant' INSTALL SIMPSON HTSM16 W/ (8) 10d NAILS TO TRUSS ATTACH STRAP TO LINTEL W/ (4) 1/4' x 2-1/4" TAPCONS VITIaNgEnwiffEll m , � CONCRETE UNTEL— BLOCK FILL WITH CONCRETE SEE PLANS FOR SIZE AND LOCATION ALTERNATE TRUSS ANCHOR DETAIL N.T.S. 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 10d NAILS r► PROVIDE 2X4 BLKG @ 16" O.C. BEHIND GABLE END TRUSS P.T. 2X4 LEDGER BD. W/ 1 /4" DIA. TAPCONS (2-3/4" MIN. EMBEDMENT) SPACED 2'-0" 16" O.C. ROOF AT SLIDING GLASS DOOR DETAIL-1 STORY 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" Q.C. FIREBLOCKED AS REQUIRED 2x4 P.T. BOTTOM PLATE NAILED TO SLAB W/ POWDER ACTUATED NAILS AT 12" O.C. INTERIOR NON BEARING WALL SECTION 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 BLOBLOCKIa PER PLAN --Y- �- 2X FASCIA W/ DRIP EDGE 2X4'S 0 16" D.C. 1 /2" EXT. GYP. BD. SIMPSON W24 0 EACH JOIST/ LEDGER BD. CONN. LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 BAR O_ t- Q t� zw� TOP OF LOWER = a BLOCK WALL #5 BAR DOWEL W/ STD. 90' HOOK 2x8 RIDGE BOARD 2x6 RAFTERS AT 24" O.C. MAX, - TOE -NAIL TO RIDGE BD. W/ (2) 10d NAILS ROOF 2x4 VERT. STUDS SHEATHING 0 4'-O" O.C. (PLACE ABOVE TRUSS BELOW) SIMPSON STRONG -TIE `H2.5' AT EA. END OF 2x4 PRE-ENGRED VERT_ STUD TRUSSES � NOTES: 4DOES 1. HURRICANE CONNECTORS REQ'E TE p AT 8'-0" `Hi-5` 2 PROVIDE s � REVISIROFSHEATHING AT EACH END 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4. PROVIDE 2x4 VALLEY BLOCKING AT LOCATIONS WHERE VALLEY NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" #5 BAR DOWEL W/ STD_ 90' HOOK CONC. BLOCK WALL 1111 VERTICAL FILLED 11 CELL W/ 1-#5 BAR 11 II BLOCK WALL HEIGHT TRANSITION DETAIL PLYwDDD SHEATHING OVER WOOD TRUSSES CEMENTITIDUS FINISH CAN METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL JOINT STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMING ON MASONRY dam PANEL ANCHOR' EXPANSI STRIP & 0 JAMB HEAD LC (ONLY) MORTAR JOINTS 1 /4" TO 3/8" (TYPICAL) 8"X8"X4 (NOMINAL SIZE) GLASS BLOCK UNITS PANEL ANCHORS & REINFORCEMENT EVERY OTHER COURSE OR 16' O_C. WHICHEVER IS LESS ASPHALT EMULSION THIN MORTAR 0 SILL LOCATION GLASS BLOCK UNITS: 8- X 8" X 4` (NOMINAL SIZE) MORTAR: TYPE "S" PER ASTM C 270. REINFORCEMENT: LADDER TYPE, 9-GAUGE, 2" WIDE WITH BUTT -WELDED CROSS WIRES 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 410 X 1 1/4" LONG PANHEAD SCREWS WITH flO WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" HILTI KWIK BOLT It. EXPANSION MATERIAL 3/8` THICK POLYETHYLENE TYPE. SEALANT: SILICONE TYPE. GLASS BLOCK INSTALLATION USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS NTH 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 SIDE VIEW SHINGLE NAILING DETAIL HIGH WIND OR STEED SLOPE N.T.S. PLAN REVIE777 W REVISIONS MASTER PLAN REVISION 6-6-17 ( ) r�CYD Q mWo O w 0 Lo rn CD <T W � � N Z mUJ f4 w Q Q DC LL a J O Lo co z a J CD40 OD LL co aLLO Lij Q = 1,, u� ZQ0)(7 w in n Z Z r` W w mV)Z M ZO w= -' a w J w F-- SHEET A 6ml PROJECT No. 15-015-024 DATE oRAu,aN DRAWN BY 8-10-16 MCA CAYMAN 1763 k3 LIVING 1763 SQFT GARAGE 3$7 SQF-C LANAI 50 SQFT ENTRY 75 SQFT TOTAL 2275 SQFT CORNER FLASHING TAPE CORNER FLASHING TAPE FLASHING TAPE SIDE - FLAS TAPE WINDOW TOP — NAILING FIN TAPE—�' WINDOW BOTTOM \ SILL FLASHING TAPE 1 SILL FLASHING TAPE #2 i�MATERR RESTIVE BhRTHEER 1. CUT THE WATER RESTIVE BARRIER (1C) 1 I WATER RESITIVE I 'lk�957 CUT i 1 �- T-- I I I I TH CUT, I I 3RD1 I MAKE A 60 CUT UP I + CUTI I FROM EACH TOP CORNER AT A 450 I ANGLE TO ALLOW THE 1 4501 1 WATER BARRIER TO I 1 TYP I I BE LAPPED OVER THE FIN AT THE HEAD OF O j/ � T�'�j 1 THE WINDOW. L- Imo' _-----i 2. FOLD THE WATER RESISTIVE BARRIER (11)). 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 12" 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' LADE TABS AT EACH CORNER (x- FROM EACH SIDE OF CORNER) (IF) 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 1". DO NOT ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF 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 OF THE WINDOW AND 2" BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. r - I f�_ 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 I" 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 FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES OF FLASHING TAPE AT LEAST 1` 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 (3D) SHEATHING FRAMING j EXTERIOR I ' 1 ' 1 ' I ' f ' t ' I ' O I 1 1 I 1 I I I I 1 I I 11, TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD — BLKG. ® 48" O.C_ PRE-ENG. TRUSSES AT 24' O.C. 2x4 TRUSS BOTTOM CHORD BLKG- AT 4'-0- O.C. REFER TO FRMG_ PLAN (2) 16d COMMONS TOE NAILED EA. SIDE — 2x4 45• CROSS BRACING AT 4'-0" D.C. NAIL 2 X 4 BLKG TO - W/(2)16d NAILS AT EA. 2 X 6 BLKG WITH 10d TRUSS WEB MEMBER 8` O.C. NAIL 2 X 6 BLKG TO - DBL TOP PLATE WITH 10d ® 8" D.C. SIMPSON "MSTAM24- AT 32- D.C. W/ 5-1/4" X 2 1/4` TAPCONS IN MASONRY & 9-10d X 1 1/2'IN 2X6 STUD 8x8 U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 BAR CONT. VERT #5 BAR AT EA. REINF. FILLED CELL PER FDN. PLAN GABLE END SECTION @ VAULT NOTE: # HOED FACE OF GABLE END TRUSS IN 3/4' BEYOND BLX. FOR CEMENTITIOUS FINISH SHEATHING PER PLAN /�/ T 2x4 BLKG. ®48" O.C. TOE NAZI (2) lfid EACH SIDE ROOF SHEATHING \\ 2x4 BLKG. 0 48" O.C. 1 ,— 2x4 BLKG. @ 48' 0_C. \\L(2) PRE-ENG. TRUSSES / '{4 16d COMMON NAILS AT (2) 16d COMMON NAILS A7 AIf 24' Q.G. EA. 2X4 LADDER FRAMING EA. 2X4 LADDER FRAMING GABLE ENO TRUSS GABLE END TRUSS 2x4 45• CROSS BRACING 15/32" PLYWOOD AT TRUSS MID -PT. AND AT SHEATHING OVER GABLE AIR -INFILTRATION BARRIER \XZ 8'-0- O.C. (MAX.) END TRUSS FASTEN WITH OVER EXT. SHEATHING (SEE 8d ® 6" O.C. EXT_ ELEV. FOR FINISH MAT'L) NAIL EACH TRUSS BOTTOM CHORD --- 7 MEMBER TO 2 X 4 TRUSS SETBACK BLKG WITH (2) 10d PER FRMG. PLAN 2 X 8 ® 16" O.C. KNEE 2x4 TRUSS BOTTOM WALL WITH SIMPSON SPH8 t2 CHORD BLKG. AT AT EACH STUD ROOF SHEATHING PER 4'-O' O.C. REFER TO SIMPSON HETA2Q 9 ELEV- FRAMING PLAN 32' 0_C. HURRICANE STRAP 0 EACH TRUSS PER (2) 16d COMMONS FRMG. PLAN TOE NAILED EA SIDE EXPANSION JOINT AT CEMENTITIOUS FINISH • 2x6 P.T. PLATE CONT. W/ 5/8" DIA. 8x8 U-BLOCK TIE -BEAM FILLED ANCHOR BOLTS W/ CONC. & (1) #7 BAR CONT. ® 32- O.C. OR W/l/2- OiA. ANCHOR BOLTS VERT. #5 BAR AT EA. REINF. ® 24" O.C. FILLED CELL PER FDTN. PLAN GABLE END SECTION Q HIP ROOF Y-Y TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. 2 48' Q.C. PRE-ENG. TRUSSES AT 24' U.C. -� 2X4 45' CROSS BRACING W/(2)16d NAILS AT EA. TRUSS WEB MEMBER 2x4 45' CROSS BRACING SCHEDULE SPAN BRACING REQ'D. GREATER THAN 20 FT. SPACED 4'-0' D.C. 10 FT, TO 20 FT. (3) PAIRS AT 1/4 LESS THAN 10 FT: POINTS (I) PAIR AT MIDPOINT 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0' O.C. REFER TO FRMG. PLAN — (2) 16d COMMONS TOE NAILED EA. SIDE - 8x8 U-BLACK TIE -BM. FILLED W/ CONC. L (1) #5 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FIN. PLAN GABLE END SECTION X-X 15/32' CDX PLYWOOD SHEATHING V- 2x4 BLK& E 48' D.C. / I �(2) 16d COMMON FAILS AT EA. 2X4 LADDER FRAMING _ 2X4 STRDNGBACK IF GABLE TRUSS IS TALLER THAN 8'-0' GABLE END TRUSS SET 3/4' �c FROM FACE OF Cam. BLOCK 15/32' SHEATHING OVER GABLE END TRUSS FASTEN WITH Bd NAILS AT 6' O.C. I 2X4 'T' OR 'L- STRUNGBACK AT GABLE VERTICAL LONGER THAN 48' - CONNECT WITH 12d NAILS AT 12' O.C. SIMPSON HETA20 AT EACH TRUSS VERT WEB MEMBER (24' D.C. MAX) -16d COMMON NAILS AT 6' O.C. TO 2x6 P.T. PLATE 421 CEMENTITIGUS FINISH OVER FRAME CONSTRUCTIION APPLIED 2 LAYERS OF AN APPROVED N WATER RESISTANT BARRIER MATERIAL OR 1 LAYER OVER AN APPROVED HOUSE WRAP. EXPANSION JOINT AIT� CEMENTITIOUS �xb IP�. PLATE CUNT, W/ 1/2'x 8' ANCHOR BOLTS 2 32' D.C. I PLAN REVIEW REVISIONS MASTER PLAN REVISION 6-6-17 CYD r� W Q W � l c? CYj ti 0 E'••t � N "ti U) lf) OD N 0) W Oai (q Z '}N cv) ti a3u um, W < ox W��� z Oco d J O co LL a. 0 GoLo LU 0 C4 Z<0.) 10f'� w0°I- Z Z I- Z Z W � 0- W J W F PROJECT NO. 15-015-024 DATE DRAWN DRAWN BY 8-10-16 MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 75 SQFT TOTAL 2275 SQFT SHEET A 6m2 OPEN TO FAMILY RM. BEYOND BAR TOP—, 700 N KITCHEN FAMILY RM. BEYOND BAR TOP FILLER NOTES: W3 12 W3C 36 0 0 W3 2 HOOD 0 0 0 0 FILLE RNG KIT. AT RNG. 1. BATHROOM TOWEL BARS AT 54" A.F.F. 2. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. 3. TOP OF BATHROOM SHOWER TILE AT 7'-0" A.F.F. 4. SHOWER HEADS AT 6'-8" A.F.F. M. C. LAAVV 1 30" j 101 = RAD. I 0 EA OPEN oo 0 TO HALL c° 0 I - HALL ARCH z v 00 < Q i�0 LL_ 0 d 0 F-- WALL MTD. LT. W.C. SHWR. FILLER BATH 2 IN OPEN FNWM W21 OPEN TO 30 BEYOND 0 - SINK ❑c KIT AT SINK /DW/REF Q I w r,-3W Z Y Fel WALL MTD. LT. MIRROR M.C. FILLER _AV LAV m M. BATH VANITY LAUNDRY .'► l 11 ' • w af 0 ry 12" 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE BARTOP DETAIL �7 01) co co �Q4 � w in 0) r 04 rn 'on,cu w 0 N z zw � w¢ o Q�wo woad LL awmU ^� 4=".c) ZQ W o(9 w01 � zzP- ,ww �(1)z �z0 w= w w PROJECT NO. 15-015-024 ®ATE DRAWN DRAWN BY 8-10-16 MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT LANAI 50 SQFT ENTRY 75 SQFT TOTAL 2275 SQFT SHEET ri ' --2ov/12 eXb E I&WA mm, P--)12. L 0 axe Z.-sn z.'512 I I 4" 14X14 R/A r-L — � 1OX16 g" R/A axe '\ a -_4 _ loxio /fvCG) 12" w 2X12 Bx" R/A `,P _i " Im 7; m 1OX1O i ax e ff0 Em REF. LINES `eye OVERUN HE , 22"XW x ATi1C ACCESS ALL DUCTWORK ar r t GARAGE CEILINGSHALLBE r 11 FIBERGLASS DUCT WORK. 91 C-1 EQUIPMENT SCHEDULE CARRIER 3 TON C.U. - CH14NA036 OG A. H. U. - FB4C F042L HEAT - 05 KW COOLING CAP. - 34,200 HEAT CAP. - 33,800 ELECT - 2 B-230-1 BRK'R CU- 35 AHU-30 REF. LINES - 314 & 3/8 S. E. E. R. -14.0 HSPF - 8.20 id.l 5rRn : umm.YOULf I. A.I4.11 IaHYVJALL MOW AIR HANDLER DETAIL BMP CLIP 2X4 GALV. CLIPS 1PRODUCT y. r .. OWN �,; FL1,. r sm "it O. VQ t ►. 1 _1 UNR n a, LLJ (? Z g waLLC:) J q O QLLLs, zQ (o (D n. (") mcv0 Z Z W W nr l Z Z O CoW a w W I - '® .I v SHEET 1 NOTE: ALL DUCTWORK PENERATING GARAGE CEILING SHALL BE'-6 FIBERGLASS DUCT WORK. form Gum coNOaam f1w mxcm'.C'A7. aQilm Suety am mhw COWM SOR ACCESS P*?& C VAtYE 7�@t!S s7ttfi EQUIPMENT SCHEDULE: , MFG. CARRIER 3 FON .• C.U_ A.H.U. CH14NB03600G FB4CNF042 t hVW HEAT 05 KW SW alrtx44MWA. mnwwc Tw-wws rmt i-Ilr vp= scrams wTu sae. / 12 X 314' Nta aA*G ow.) COOLING CAP. 35,600 HEAT CAP. 34,000 ra v rm pot cme cwvv" COL /RgFfWVVJC SVCWk tart ELECT. 208-230-1 BRKR. CU - 35 AFU - 30 REF. ONES 3/4 & 3/8 REFMM%W MW LM S.E.E.R. 14.00 HSPF 8.5 AIR COOLED CONDENSING UNIT SLAB MOUNTED ims. R VENT WALL RETU GRILL AIR HANDLER DETAIL H VAC PLAN 1 /4• = 1'-0"