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HomeMy WebLinkAboutBUILDING PLANFile Copy r 'x ma Sa3F. 1 pamdpmsgpmaraa=*,WmL�A 1 mftptrhw-0-44£mfa. a v�au+erinso'ms e"ry asdmaawrodratm�nb rips kaap +®u.em t.�4tH- ihss.mamaaMyj�sft.be fm ASILC34,CKCa CSS,CMC12S,CUS.CZ"WCeb2. b. Resa.ed. 11 how d Y* WmdslmrbeAemtlmimdcwkd apmd aaPW%MR3f-t(4)1 WAntlmgno he (shad bademnr"d ma agwapadk basis inacm dt wdh Sedfm R3M2tA. s. Tlmai*baedeegn Nye dmdbemkdBd(wm"WCA mofS/1r4VWC ltv8kmlorm"iw im Ap M4,DCftha FMidi Buti9Cm$ Plunbkl .Oetie`rem hmn/haA Q vbr baPmre edbn fmakdkvdasamealw eapmknrnmmatlm�aedbyme hdArgalydi 1. ReserVed. 4 nPf 9a> 91mf°NF. byM®f 6 uidamrro9. spicifp(a) the dole cidm mftkwtsxm" nbamWimml III hemvaroe PmRun (daMdad¢phanaamRat mdsaata afAmad baamda�y,(t4 tlmdak(slaem Rand traumnpe $dy satl (U rie Pane(aLmd s wddOnafalcaraway eRadnmFRat and FW%kaaffwhow bead mepadapkd by am oug" bisaggymituddlkasmtaded h Reserved L Rmm and j. Reamed IL Reserul NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. ATOC VMUAIM CAlCU aZOW VEMTR-Alifad REECARI n• ATM AREA - 1-%4.0 SO. FT- VENIRATM AREA RIMUMO - 1,561 SR FE / 150 (FBC. MM4 = 10.43 SIX FL PARAVERW& UNEAR FEET OF 167 WOE SOMT - 1914', IY MIM SOFTIT - tOx SWARE FOOTAGE OF SOFFIT - (193.47 X 1.331 + (14,T X i.O') . 267.9 SEL FF. NET FREE AREA OF 100ITN ATIM FOR ACM TRB+LE 4 OR QUAD 4 FULL VENT NAXWe PATON SOFFIT - 11.74 SIX OL / SM FT. SOFFIT VENi4AMOM PRO IWED - 257.9 SQ. Fr. X 111..74 SQ. RL FT. x 1 SO. FT. / 144 = aL - 21.64 SO. FT- VENT9AIM PROVRIEO - 21.64 SIM FT > YFDITILATR?I RECURtM = 10-43 SO. FT-, 1FRNFORE SOFFIT YET MATIOM IS ADEQUATE PRODUCT APPROVAL SUBMITTAL AFFIDAVIT Sa3F. 1 pamdpmsgpmaraa=*,WmL�A 1 mftptrhw-0-44£mfa. a v�au+erinso'ms e"ry asdmaawrodratm�nb rips kaap +®u.em t.�4tH- ihss.mamaaMyj�sft.be fm ASILC34,CKCa CSS,CMC12S,CUS.CZ"WCeb2. b. Resa.ed. 11 how d Y* WmdslmrbeAemtlmimdcwkd apmd aaPW%MR3f-t(4)1 WAntlmgno he (shad bademnr"d ma agwapadk basis inacm dt wdh Sedfm R3M2tA. s. Tlmai*baedeegn Nye dmdbemkdBd(wm"WCA mofS/1r4VWC ltv8kmlorm"iw im Ap M4,DCftha FMidi Buti9Cm$ Plunbkl .Oetie`rem hmn/haA Q vbr baPmre edbn fmakdkvdasamealw eapmknrnmmatlm�aedbyme hdArgalydi 1. ReserVed. 4 nPf 9a> 91mf°NF. byM®f 6 uidamrro9. spicifp(a) the dole cidm mftkwtsxm" nbamWimml III hemvaroe PmRun (daMdad¢phanaamRat mdsaata afAmad baamda�y,(t4 tlmdak(slaem Rand traumnpe $dy satl (U rie Pane(aLmd s wddOnafalcaraway eRadnmFRat and FW%kaaffwhow bead mepadapkd by am oug" bisaggymituddlkasmtaded h Reserved L Rmm and j. Reamed IL Reserul 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 R302.9.2 AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. ATOC VMUAIM CAlCU aZOW VEMTR-Alifad REECARI n• ATM AREA - 1-%4.0 SO. FT- VENIRATM AREA RIMUMO - 1,561 SR FE / 150 (FBC. MM4 = 10.43 SIX FL PARAVERW& UNEAR FEET OF 167 WOE SOMT - 1914', IY MIM SOFTIT - tOx SWARE FOOTAGE OF SOFFIT - (193.47 X 1.331 + (14,T X i.O') . 267.9 SEL FF. NET FREE AREA OF 100ITN ATIM FOR ACM TRB+LE 4 OR QUAD 4 FULL VENT NAXWe PATON SOFFIT - 11.74 SIX OL / SM FT. SOFFIT VENi4AMOM PRO IWED - 257.9 SQ. Fr. X 111..74 SQ. RL FT. x 1 SO. FT. / 144 = aL - 21.64 SO. FT- VENT9AIM PROVRIEO - 21.64 SIM FT > YFDITILATR?I RECURtM = 10-43 SO. FT-, 1FRNFORE SOFFIT YET MATIOM IS ADEQUATE PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: 9313 PORTSIDE DR., FT. PIERCE, FLORIDA 34945 CONTRACTOR: GLENN DAVIS C1BC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING !D PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT APPROVAL DESIGN PRESSURES 3068 W/ SDLT. EXTERIOR SWING DOOR FIBER-CLASwSIC SMOOTH STAR THERMA TRU 3/16" TEMPERED HEAD: 1/4" X 3-1 TAPCONS SPACED 3" FROM CORNERS, 3" & 7" FROM CENTERLINE OF MULLION. JAMBS:1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS,14" O.C. MAX. SILL:1/4" DIA. X 2-1/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 7" FROM CENTERLINE OF MULLION. FL15225.5 +40.0 - 40.0 PSF 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON <a s> STE ACK BRACKET TO WOOD: 5116" X 1-5/8" LAG SCREW (FULLY THREADED) FIEX ZT WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK REVISION FL9174.6 +39.2 -417 PSF 8068 S.G.D. SLIDING GLASS DOOR SERIES 420 AN WINDOWS AND DOORS 3/16" TEMPERED ALL ANCHORS ARE 3/16" DIA. TAPCONS 0-1/4" MIN. EMBEDMENT). HEAD: (2) ANCHORS SPACED 6" FROM CORNERS,17" O.C. MAX. JAMBS: (2) ANCHORS SPACED 6" FROM CORNERS, 7" 1O.C. MAX. SILL: (2) ANCHORS SPACED 6" FROM CORNERS, O.C. MAX. FL15332.6 +/- 40.0 PSF (MIN) O WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ALL ANCHORS ARE 3/16" APCONS (1-1/4" MIN. EMBEDMENT) Q ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS:16" O.C. MAX. �" FL174992 +/- 60.0 PSF (MIN) O WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS:16" O.G. MAX. FL17499.2 +/- 60.0 PSF (MI IN) 0 WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ALL ANCHORS ARE 3(16" DIA. TAPCONS (1-V4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16"O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) Q WINDOW 185 SH MI8 WINDOWS AND DOORS 1 /8" ANNEALED ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF MR WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ALL ANCHORS ARE #8 WOOD SCREWS (1-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD & SILL: 10" O.C. MAX., JAMBS: 10"O.C. MAX. FL17499.2 +/- 60.0 PSF (MOON) d WINDOW 1as SH MI WINDOWS AND DOORS 110" ANNEALED ALL ANCHORS ARE 08 WOOD SCREWS (1-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD & SILL: 10" O.C. MAX., JAMBS: 10"O.C. MAX. 1" FL17e{ ,2 WIN +/- 60.0 PSF OWN)1 O GLASS BLOCK Wx8"x4" MRILIA, INC. PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2)1/4" DOA. TAPCONS AT EACH WALL TIE WITH 1.1/4" MIN. EMBEDMENT NOA 15-0916.12 +/- 90.0 PSF (MIN) WINDOW 1185 SH 11 MI WINDOWS AND DOORS 1/8" ANNEALED ALL ANCHORS ARE #8 WOOD SCREWS (1-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD & SILL: 10" O.C. MAX„ JAMES:10" O.C. MAX, 0 FL17499.2 +/- 60.0 PSF (MIN) O FIXED GLASS 1S5 PW MI WINDOWS AND DOORS 1/8"ANNEALED ALL S ARE #10 WOOD SCREWS (1-1/4" MIN. EMBEDMENT) ANCHORS 6" FROM CORNERS, HEAD& SILL: Ir O.C. MAX., JAMBS:18" O.C. MAX. FL15349.1 +/- 60.0 PSF (MIN) Q FIXED GLASS 185 PW MI WINDOWS AND DOORS 1/8" ANNEALED ALL ANCHORS ARE #10 WOOD SCREWS (1-1/4" MIN. EMBEDMENT) ANCHORS 6" FROM CORNERS, HEAD& SILL: 18" O.C. MAX. JAMBS: 19" O.C. MAIL FL15349.1 +/- 6(L0 PSF (MIN) EE FEE ASPHALT SHINGLES M91�1`IHOWAGE PREMRft HEWAMWOOMATE, vga'ractE, t�+s GE HIP & HDt TAMDU BUILDING PRODUCTS «» GALV. ROOFING NAILS,11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-118" ABOVE BUTT ED E, APPROX.1" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT. :F:L18355.1 /,� /� REVISION EXTERIOR SOFFIT ALUMINUM SOFFIT AMERIC ONS UCTION MATERIALS « >> PROVIDE T AIL T . . H SL N S R NAILS ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +/- 50.0 PSF QMN) HURRICANE SHUTTERS "SAFETY EDGE" STORM PANELS TOWN & COUNTRY INDUSTRIES, INC. «>s METHOD OF ATTACHMENT: DIRECT MOUNT ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 33 PSF: 16" O.C. SPANS UP TO 5% 9.9" SPANS UP TO 9'-2", 38 PSF:15.8" O.C. SPANS UP TO W, 8.6" SPANS UP TO W-2", 47 PSF: 12J" O.C. SPANS UP TO 5, 7" SPANS UP TO W-2", 54 PSF: 11.1" O.C. SPANS UP TO 5', 6.1" SPANS UP TO 9'-2" FL 12856.2 +l PSF W N) I hate reviewed the above pred(rt approval kdata mdm and approved it. DRAWING INDEX CVR INDEX / 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 / NOTES A-7.0 INTERIOR ELEVATIONS A-8.0 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 I W TO 499.9 39.2 PSF / -43.1 PSF 500 AND ABOVE 34.3 PSF / -I PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (SQ. 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 BUILDING DESIGN: ENCLOSED ULTIMATE DESIGN WIND SPEED:140 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: II EXPOSURE:B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: IF X OPEN OVERHANG:1.33 FT ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND PRESSURES: itJll Lii'.i:I ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X PARTIALLY ENCLOSED 170 MPH to rn o 1 III n �co W t�I,y X 0 q co a CV 0co tp cl Z J ~ qwIU wl-20 OQ�� r` w z to r S (h d w J w Ill - PROJECT NO. 15-015-014 DATE DRAWN DRAWN BY 5-5-17 MCA BERKSHIRE 2177 131 LIVING 2177 SOFT GARAGE 367 SOFT LANAI 120 SOFT ENTRY 28 SOFT TOTAL 2692 SOFT j THESE PLANS AND ALL PROPOSED WORK ARE SU9JECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT d 4AY DI NEl IN ORDER TO i ' C0"1PLY 0VrrH H L IY.I(A?* E CODES." SHEET CVR au�'IGB.4LB0 rHS i ttWt�i'S Glh AI IA%h�clY' i SLruvlutu ARE THE RESPONSIBILITY OF THE BY OONTRACTOR OF RECORD St r IIPjAr fI ( C 1F STLy a y TJALP 1^„ nMSZON R.FF IF[A' F()RRL LutiCE �y� V1E1IV, B UUtaRryt l �1 I DATE 1. PLANS AND PEWWIT ti(IIST BE KEPT C ,NT 0- Oil NO INSPECTii,N WILL Es^, D,LSP E. ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED File Cory 38'-0' _ i■ I G L I J L -. J I 1 15'-0" 14'-2' o G 36' SQ. X 16' DEEP CONC. G -I 1 FIGS. W/ (4) #5 EACH WAY 1 4'-8" 3'-1 '-10" 6'-0' 2'-4' 4'- " 6'-10' { C HB I 0 I ■ ■ ■ ■l ■ ■ ■ IN ■ - -----I------ - ----- I- DTDI! R CESS SLAB i F S.G.D: O-O6'-57/8- 1 REFERENCE 1 AA 1 FINISH- FLOOR to I AA 4' 2500 PSI CONC. SLAB W/ a I 1 FIBERMESH, AND/OR 6X6-10/10 WMM l I MATH MIN. 1' COVER ON 6 MIL. POLY 1 ■ n VAPOR BARRIER OVER TERMITE to I I TREATED COMPACTED CLEAN FILL TO { R� r A MINIMUM DENSITY OF 95% AS I { DETERMINED BY ASTM 0-1557 Q REVISON i-------- - —_ --, I LAV. II Y I i� K I — — — — i 1 III CLEARANCE D PIPE I I 1 I l Ili co 17'-8Y4' I l 11-11 ' M ■ I 24"x24'x16"DP. { I I I CONC. PAD FTG. K I l l 19'-0_3 l i W/ 3-#5 BARS E.. ii I 12'-0' 1 I l i { I I W DD_ I NDICATES C.M.U. CELL FILLIDI W/ CONCRETE AND (1) #5 IERT. I i I 1 TOMITE TREATMENT R QUIRED o REBAR CONT. FROM FOOTING i TO TIE BEAM (TYPICAL) I ( I io I M ! I I AA 1 1 in1 I I aT D 4 F I IS-8- 5'-2- 4'-4" 5' 0 1 2' 2r 1 I ■ ■ ■ r■ JL ■■■! `v 1 o D AA G Z, r rJ 16'-0' f7r-Ow 6' 6' 12'-2" 38'-O' 24'X24'x16' OP. CONC. FIG. W/ 3-#5 E.W. 3'x3' CONE. A/C PAD � 0 0: 6x6 - 1Ox10 WWF OR FIBER MESH Rl� T -i 8" 20" o AA DETAIL 1 6x6 - 1Ox10 WWF OR FIBER MESH CONC. SLAB - BA S BA S 2'-0" / C--'\ DETAIL 6x6 - 1Ox10 WWF OR FIBER MESH GRADE o GRADE 2- I B S 8-1,_4" A DETAIL 1 CONC. 1-#5 SLAB BAR m 4" 8' 4 G DETAIL 1 CONC. o SLAB -7 ' 2-#5 BAR � �4' 1'-4' / IC \ DETAIL t \6 Q aD 2_ o GRADE BA S 11BBE�LO Y} 8"1'-4" 1 D \ DETAIL 1 1-#5 CONC. BAR SLAB IR'I w a H \ DETAIL 1 U) W o: 2 #5 g'16' BARS B DETAIL 1 CONIC. > �/7_ 5 8' SLAB m 3-#5 - N GRADE BARS _ 8' . 20' o. I DETAIL -- 5 1 �2' FRAME} 7 5/8" BLOC CONIC' �d SLAB -7^- `- 1 �2-#5 1'-4" BARS �� DETAIL - S.G.D. CONC- 8" VARIES 8" SLAB SHOWER RECESS SHOWER RECESS A WALL CONC. M SLAB GRADE BA S -t M DETAIL 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.)7 eDETAIL 3" MIN. FTGPER DEPTH 3' MIN. 3-MIN.- DETAIL FOOTING & REBAR TRANSITION PIPE THRU PF FTG. DETAIL 1 FOOTINGSNOTE:- ALL aD FOR DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 51'-" BD = 51'-5" DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH BATH CONC. PAM" 11ING11 in w it 3 #5 BARS 6x6 - 1Ox10 WWF OR FIBER MESH CONC. SLOPE SLAB -1'-0' 3---- GRADE BA S 20- F DETAIL 1 7 5/8" (BLOCK)" w CONC. W4> j I SLAB 3-#5 20" BARS JJ DETAIL - S.G.D. 1 UK Dte I IG LANK SCHEMATIC PLUMBING RISER NTS FOUNDATION PLAN SCALE 1 /4" = 1'-0" E-q cr� Q) W q C) 00 co W Q44 U) w rn �- N o m w � N cz � ~xx a U co 0 a p N LL m 0 � N P U-"MC3 Q_ wF- (qM OQ�O ti to IL w w I - PROJECT NO. 15-015-014 DATE DRAWN DRAWN BY 5-5-17 MCA BERKSHIRE 2177 B1 LING 2177 SQFT GARAGE 367 SOFT LANAI 120 SQFT ENTRY 28 SQFT TOTAL 2692 SQFT SHEET A 1s0 FORM AND POUR 8x8 CELL 8x8x16 KNOCKOUT LINTEL BLK. COURSE PLYWD. GUSSETS AT EA. SIDE 8x8 CELL /— CONT. #5 BAR IN LINTEL TOP COURSE File Copy (2)2x6 BLKG. TO FORM / L #5 BAR HOOK INTO VOID IN LINTEL COURSE REINF. FILLED CELL TO RUN VENT STACK LINTEL COURSE PLAN ABOVE VENT STACK AT DINING RM. TOP OF BLOCK +8'-8" A.F.F_ WINDOW ROUGI OPENiN TOP OF SLAB +0'-0' A.F.F. ..,.. ... .."UR LINTEL COURSE Bx8x16 KNOCKOUT LINTEL BLOCK TOP COURSE FILL W/ CONC. & 1-#5 BAR INDICATES VERTICAL VENT STACK CELL VOID - USE 8x8x16 PLUMBING BLOCK OR KNOCK OUT SIDE WALL OF 8x8x16 STANDARD BLOCK VENT STACK TO HALL BATH ABOVE VENT STACK DETAIL AT DINING RM. a OD m M +7'-4' HDR. HT. 2ND FLR. BRG. WALL HT. LOFT 7" TO FACE OF 2x12 TOP OF i 2x12 2ND FIN. FLR. i a w s in 'n 2X FIRE- n BLOCKING o N PWDR. 1 Ix ROOM o N 6'-0" 1 1/4- DIA. HANDRAIL 1/2" GYP. BD. FINISH l TOP 32' ABV. LEADING UNDER STAIRS 5-1 / - L EDGE OF TREAD ya (15) TREADS AT 10- EA. DIST. TO FACE OF FIRS RISER FOYER/STAIR ELEVATION 38'-0- 1'-4" 1'-4 I as ! ■ ■■ a ! BOT. PRECAST LINTEL +7 -4A.F.F. 8'-10" 5-0" 1 14'-2" LANAI 8'-8' CLG. 5'-0' +7'-4' i4" 6'-0" I I I +7'-4" 6'-8" WDR. HT. HB O L/ HDR. HT. a ■ a■ ■ ■ ■ ■ ■4 ■ ■ ! RAISED BARTOP W/ 400H. 2x4 KNEE WALL DW II o BELOW SINK W/ 11 10'-O"DISP. 1 BKFT. a O m 8'-8" CLG. ©® KIT. a FAM. 8'-8' CLG. PLANT SHELF 8 8'-8' CLG. M +7 -4' A.F.F. .r REF. 1 36' ARCH 4 OPNG. 7'-1- S-4" ri BRG. ALL °D '-8' 14'-10%" 5'-5' °1 16'-43fi' HT. + -I 3- T STACK a TO HA BATH ABV. SEE DETAIL WM BRG WALL i7 HT. +8'-8" DINING 2x8 WALL N STOR. 8'-8' CLG. N+ x a r .-.. BELOW STAIR WALL t6 HT. +8' 15'-2%7 3'-2- 18'-4%n 7' o ■ ^ cb01) GARAGE 1 1 8'-8' CLG. ■ 04 04 7'W. FLAT SOFFIT OLD 4- ALF W� BOT. +7'-8 1 _ 1 WD. CAP LIVING I r) 8'-B" CLG. (2)2x12 HOR.I I =gyp HANDRAIL a BOT. +7'-8' I UP FOY. a 7-H. PLANT I I OW 7 SHELF- BOT. I I 11 -0 /8- AT +8'-8" OPEN TO"ABV. 7'-3}2 I � cwi(n -I n wL 7 � � 0 ■■ ■f ■ ■ ■ .T. i a 4'-O" +7'-4' P.C. HDR. ' I NTRY I P.C. HDR. HDR. HT. +T- 8 - " G. s` +7'-4" 16,-0 - '-8 12x12 C.B. I 44_4�` COLUMN _ _ — a a__ o -O- 1'- o 12'-2" T 7'-0" 18'-10' 38'-'0" FIRST FLOOR PLAN SCALE 1/4- = 1'-0' I-12-W. ARCH SOFFIT PER ELEV. 1 a i WINDOW SCHEDULE O SIZE Q REMARKS DOOR SCHEDULE A 35 SH 1 MUNTiNs Q SIZE PER BLDG. R.O. Q REMARKS SUPER. g 35 SH 1 1 3068 WSIDELiGHT 1 T. DOOR 12" W. tE.iUNTINSIN SdLT. C PR. 25 SH 1 MULLED 2 6068 S.G.D. 1 EXT OOR GARAGE DOOR W D 3744 SH 1 3 2868 SOLID CORE 1 SELF -CLOSING DEVICE E 4050 SH CEGRESS> (FRAME WALL) 2 4 2868 3 INT.DOOR F 3450 SH <'EGRESS> (FRAME WALL) 2 5 2668 � INT BOOR G VW X 3'-4"H. GLASS BLOCK (FRAME WALL) 1 6 2468 3 INT_ BOOR H 2O40 SH (FRAME WALL) 2 CLEAR 7 1668 BIFOLD I INT. DOOR GLASS FRAME WALL 1 12 LITE 8 2068 BIFOLD 3 INT. DOOR K 24"H. FIXED GLASS (FRAME WALL)1 TEMP., OBSCURE 9 4068 BIPASS 2 INT_ DOOR 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY 10 16070 OVHD. DOOR 1 GARAGE DOOR WITH STANDARD BUILDING CODE WWNDLOAD AND EMERGENCY LUKLJS KtQU1KLMLN 15. 6'-3y4" 1) 2X4 STUD COLUMN AT rMIKIM n+6'—S" unP UT +6'-8' E HDR. HT. 9'-9" +6'-8" n WIl® WT 6'-5- (3) 2X4 STUD COLUMN AT (3)2x4 STUD COLUMN AT CORNER 1 WALL LEGEND II ............ i i.. • 30' RAD. ARCH OPNG. BTWN. DINING/BKFT. 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" D.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 MALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BLOCK WALL +8'-8- UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION SECOND I FLOOR PI AN NOTE: CERAMIC TILE SHALL BE IN ACCORDANCE WITH R702.4 OF THE 2014 FLORIDA RESIDENTIAL CODE. NOTE: GYPSUM BOARD MATERIALS SHALL BE IN ACCORDANCE WITH R702.3.1 OF THE 2014 FLORIDA RESIDENTIAL CODE. / SCALE 1 /4" = 1'-0' ko CO qC) Q WLo 11-4 6" Q (Do cow �rn� Q) u0 U) rn N o (D w ct c%) 0 C) Of 0 jLL mamma 1 Q U- U W U Ir N U Q Z) ti LO17 UU))z N Q ii w w PROJECT NO. 15-015-014 DATE DRAWN DRAWN BY 5-5-17 MCA BERKSHIRE 2177 B1 UVING 2177 SQFT GARAGE 367 SOFT LANAI 120 SQFT ENTRY 28 SOFT TOTAL 2692 SOFT i SHEET '7( /7 File Copy TOE NAIL W-) 16d EACH SOE 2z4 TRUSS TOP CHMM BUM B 4W 6C. pw-E wl TES AT 24' O.C. 2z4 45' CROSS BRACOA AT 4'-B' O.C. V/(2)Ibd NAILS AT EA. TRUSS WEB NBC" GABLE END SECTION ARE-vt9ON 12 16 - I-= o 3E_ 1 �o x BENTRY EYOND - ! ON BLOCK CEMENTITIOUS COATING LEFT SIDE ELEVATION 1 /8' = 1'-0' TOP OF PLATE 18' +-0 3/4" A.F.F. —_ 0 I p� TOP OF SECOND r o FINISH FLOOR A.F.F. TOP OF BLK. +8'-$' A.F.F. _ _ ice- o TOP OF SLAB +0'-0" A.F.F. +- - ------- - REAR ELEVATION TOP OF PLATEgk ---- ------+18'-0 3/4- A.F.. TOP OF SECOND FINISH FLOOR _ +10'-0 3/4' A.F.F. TOP OF BLK. +8'-8" A.F.F. 4' RAISED TRIM (PROJ. 3/4 12 16 1 /8' = 1' CEMENTITIOUS COATING ON LATH CEMENTITIOUS COATING ON BLOCK 0 a 12 16 ' � u o ---- - - - — - — - - — - 0 CEMENTITIOUS COATING ON r BLOCK RIGHT SIDE ELEVATION RIDGE HEIGHT +2T-0" A.F.F_ 12 16 4' RAISED TRIM (PROD. 3/4") TOP OF PLATE +18'-0 3/4" A.F.F. �r lL IFTJI N= i� . a >- 3 12 TOP OF SECOND 16 8"W RAISED FINISH FLOOR —_—__ TRIM (PROD. 3/40} +10'-0 3/4- A_F.F. TOP OF BLOCK iry +8'-B' A.F.F. TRIM RIM RAISED (PROJ. 3/4") m N - Plrt/17• B ~ n I 0 _��e24'oc I•- a _ � a a}o OF SLAB _—_-- ��`14-1 IAA cmm NAILS AT —_ k Ea 9K4 LAW" FRAIL +0 0' A.F.F. - yr KrvM SrEnTNING W*'M ( ELEV.) RAISED 12' SO. CONC. F,aaE END TOM FASTEN WITH TRIM (PROJ. 3/4"} BLK. COLUMNS ad NAO.S AT W OC. CEMENTITIOUS COATING fpAE so MISS BLOM FRONT ELEVATION N❑TE° H]LP FAM: ff GABIE END 1 /4' = 1'-0- Tgg'S IN 3/4' DINUM ➢ JC FOR coo+TrVHM F'NM tf Mj FNX tf FAr• F EIBI TRLIW OUI I/4' BOUND BLx. FOR SOBNG FINISH SCALE, NTS 10 OR W P.T. 9= SET AV SEALANT AND NANED W/i-1/Y CAS£ NAi cat NAbS AT It 0/C MAX coma OR MASONRY HEAD DETAIL 1 /8' = 1'-0" i6" OVEgHANG TYPICAL UNLESS OTHERYN-SE NOTED CEMENTITIOUS COATING ON LATH CEMENTITIOUS COATING ON BLOCK -2- o - RAISED QUOINS WITH 2" BEVEL, TYP. WINDOW ALUMMM FRAME 1 ,t. MAX N tm •„ f,FRAME' f ,. SEDW FRAME �1 , , ,win smicaw ERA E. 1, , O a , � fr CONC OR MASONRY 1 MAW W11-W CASE l7 im [00-.. 1 w- NAILS AT 12- 01r. L MAX ,. ,, .•. , '� �• 1. armtu :, •,+ cmim JAMB DETAIL WINDOW fO rMASONRY OR SEALANT AND NAR a, SET IN ;r1 al 'J'7 DRYWW BOARD ,, , FN Ilf' FRAME TLiI7--i IAPCM AT 2e 0/t MAX PROWLED HOLES E. ♦ ♦1 DETAIL (SGD) To f"7i1rt-X1TT�0i ,a ORYND Milli DOOR DOW FROM FASM" TNR M MAX W/ 3-i/4" x 1/4" (1fV) TAPOM/S IM�A1 1 a rA AM 4 E0. SPA(37J TAPCONi ON EA mww.tL LEG W/ W EMBED OF 15/8" HEAD/JAMB DETAIL EXT DOOR SILL DETAIL WINDOW DOOR FRAME FASTEN TV SILL W/ 0x1•S 0 2'-0" 0/c 7 tits, hf3.3h-�ih 1• r•o ;m tr ? DLTAIL 1 lab RT. an SET N SEALANT AM SEAM W/ cASE mm NAAs ! tY at" ) PONNE" CAUL M FLOW COS --- ,rf• 7.. 21 tr t•. SILL DETAIL EXT DOOR W cr� co LOq© �J EMI44 co(��� E, T Q4 Q w tn w N o m W � N s U'1 XX s N p cm LL m 0 CD N Q w w U 0] W ti 0 u'U)z 'nc%j U a_ V) w J w H PROJECT NO. 15-015-014 DATE DRAWN DRAWN BY 5-5-17 MCA BERKSHIRE 2177 B1 LIVING 2177 SQFT GARAGE 367 SQFT LANAI 120 SQFT ENTRY 28 SQFT TOTAL 2692 SQFT SHEET A 10 FIle Cody 2x4 X-BRACING AT 48" O.C. (MAX.) BTWN. FLOOR JOIST HOLD FACE OF--N FLOOR JOIST 1/2' BACK FROM FACE OF BLOCK WALL (TYPICAL) 2x4 X-BRACING AT — 48" O.C. (MAX.) BTWW. FLOOR JOIST ANCHOR SCHEDULE (SIMPSON STRONG -TIE PRODUCTS MODEL NUMBER) DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN SIMPSON - HETA20 4 1810 > 10-10d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) SIMPSON MTS12 G 1000 > 14-1Od x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) 2x4 BLKG. AT 24' O.C. AT TRUSS TOP/BOT. CHORD 2X4 "X" BRACING. TYP 2ND FLOOR FRAMING PLAN SCALE 1/4" = 1'-0" •3. � ;. a:La;� SFS-IB 8F16-IB TYPE DESIGNATION F = FILLED WITH GOUT / U = UNFILLED rOIkWTITY 17F #5 REBAR AT BDTTOM LINTEL CAVITY c Y •o+" ' 1 8F16-iB/1T �, Z #5 REBAR AT TOP MIN. (1) RE8'D .CLF'A NOMINAL WibTKJ to #5 REBAR AT BOTTOM REBAR AT13F [IF LINTEL CAVITY NOMINAL FEI Ir MIMBLAL VOTH HOLD FACE OF FLOOR TRUSS 1/2" BACK FROM FACE OF BLOCK WALL (TYPICAL) 2x4 X-BRACING AT 48" O.C. (MAX.) BTWN. N 6 0. 0 6 HOLD FACE OF FLOUR JOIST 1/2" BACK FROM FACE OF BLOCK WALL (TYPICAL) 2x4 X-BRACING AT 48' O.C. (MAX.) BTWN. FLOOR JOIST 7'-O" STBK. TO FACE OF TRUSS (2 WITS12 io= SPACE (2) MTS12 FACE OF TRUSS 19. OVERHANG 1S 1'-4' UNLESS NOLED OTHERVAS'E �U IL (2) 2 (2)2x 1 _(2)2x8 llgr 1 1 I pW I 1 l ( ( I 1 1 1 1 III l �OH En- 11� I 1 I l l ( I I I I IIla-f 11 I I I I I I I I 1 I II W 1n If I p I l l I l i I I I II tn a_ j FE I I I I I I - - II I I ! I I a 1n U _ �1 I i I _ itt - to U N Rf /�\ � iV ¢ l I I fl - �!I ��N~ I I I II� II► to yr III o� i 1 I U < 11 ! I I I I I 1 I I I I! 16' _ 1�1 IIIIIN 0 I 1 l I I I I ! 11 12)2x8 I � — � — {2) 8 {2) x8 (2) x8 (2 MTS12 -o (2) MTS12 PRECAST HEADER SCHEDULE FB-X-1 LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 V-10' 8RF22-1B 8060 PLF 3176 PLF B-2 4'-6" 8F16-18 6113 PLF 2724 PLF B-3 5'-10" 8178-1B 2724 PLF 909 PLF B-4 4'-6' BF16-1B 6113 PLF 2724 PLF 5-5 7'-6" BF16-18 2661 PLF 1634 PLF B--6 170Y-4' 8F24-1B/1T 1609 PLF 637 PLF B-7 5-10" 8F16-iB 4360 PLF 2023 PLF B-8 7'-6" 8F24-18 5681 PLF 2571 PLF B-9 10'-6" 8F16-18/2T 1533 PLF 1183 PLF B-10 14'-0" 8F16-TB/2T 1002 PLF 709 PLF I WALL LEGEND I INDICATES INT. BRG. HT. PER PLAN INDICATES PLANT SHELF HT. PER PLAN INDICATES TOP OF BLOCK 0 8'-8' AFF INDICATES SECOND FLOOR EXTERIOR FRAME WALLS W/ 2X4'S AT 16" O.C. FRAMING MOTES: 1. DESIGN LOADS: VAND: 160 M_P_H. AT 3 SECOND BURST ROOF: 37 PSF (20 LL/17 D:L) 2. f2 OR BETTER 2x4 BLOCKING AT 4'-O' O.C. 1MTH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3. AT BLOCK/STRLICTURAL FRAME WALL CONNECTION. PROVIDE 1/2 DI& COUNTERSUNK ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. @ 247 O.C. VERT O (2)2x4 P.T. VERT 4. SEE FRAMING PLAN FOR PRECAST UNTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER H1891. ANY ADDITIONAL TRUSS BRACING. a1 VALL BE DETERMINED TRUSSBY TRUSS ENGINEER ON SIGNED AND SEALED DIAGRAMS. SUPPLIED7. ALL TRUSS TO TRUSS CONNECTORS To BY TRUSS MANUFACTURER. & SEE STRUCTURAL NOTES FOR ADDITHIGNAl IWORMATION. r qr •• c: • ••� ROOF FRAMING PLAN SCALE 1/4" = 1'-0" Lo co Lo Q O op4 w 01)W 0 a to N Cl to W coN CD %~ a3 ��/// o w Q t'1' cOD %j > d aN Z_ LL -I N T LOL m N LL U < W1.=coCD O OQI L0 z r = co 0- W J 11I 1-- PROJECT NO. 15-015-014 DATE DRAVM DRAWN BY 5-5-17 MCA BERKSHIRE 2177 B1 LIVING 2177 SQFT GARAGE 367 SQFT LANAI 120 SQFT ENTRY 28 SQFT TOTAL 2692 SQFT SHEET 712 gll'7 File Copy FEEDER 120/24OV-1PH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 AMP BUS AMPS 200 A/C 2.2 000 INT A/C 65.00 CIRCUIT CIRCUIT ID BRK WIRE A PHASE A PHASE WIRE BRK CIRCUIT ID CIRCUIT NO. AMP SIZE SIZE AMP 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 GFI 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 GFI 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 . OUTLET FOR MICROWAVE ELECTRICAL LOAD CALCULATION 2074 S,F. AT 3 VA 2 SMALL APPLICANCE LAUNDRY CIRCUIT RANGE 1 WATER HEATER DISHWASHER DISPOSAL DRYER SUBTOTAL CIRCUITS 1500 VA EACH 6.2 kVA 3.0 kVA 1.5 kVA 12.0 kVA 3.0 kVA 1.5 kVA 1.5 kVA 5.0 kVA 33,7 kVA 150 30 CKT PANEL 150 M.C.B. 3 #1 CU THHN OR AL. EQUIVALENT 2" CONDUIT O METER FIRST 10 kVA AT 100% 10,00 kVA 2„ RIGID O.H. SERVICE F.P.L. REMAINDER AT 40% 9.48 kVA TOTAL OF OTHER LOAD 19.48 kVA 10 kVA OF AC AT 40% 4.00 kVA TOTAL 23.48 kVA N0. 4 CU. WIRE 23,480 VA DIVI➢ED BY 240 V 97.8 A TO USER GRND. POOL SUB PANEL 30.0 A TOTAL 127.8 A USE 150 AMP SERVICE SCHEMATIC ELECTRICAL RISER BACK TO BACK SERVICE LEGEND -0- SURFACE MTD. CEILING FIXTURE PENDANT FIXTURE \Oj RECESSED LIGHT K� WALL MTD. BRACKET @ 72' A,F,F, FLUORESCENT FIXTURE Fll WALL MTD, VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) I1J WALL MTD, SMOKE DETECTOR O CEILING MTD. SMOKE DETECTOR O• CEILING MTD. CARBON MONOXIDE DETECTOR CHIMES -0' CHIMES PUSH BUTTON TELEPHONE JACK TV CABLE TELEVISION JACK 110 V. DUPLEX RECEPTACLE 1/2 SWITCHED 110 V, DUPLEX RECEPTACLE 110 V. GFI DUPLEX RECEPTACLE 220 V. RECEPTACLE ® DEDICATED 220 V, OUTLET 110 V. JUNCTION BOX SWITCH @ 42' A,F.F. 6`r p RHEOSTAT SWITCH @ 42' A.F.F. TP � TOUCH PAD FOR SECURITY SYSTEM CENTRAL VACUUM OUTLET LOCATION ELECTRICAL DISCONNECT O L= �. 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 OTHERWISE. 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER EQUIPMENT AS REQUIRED BY N.E.C. 5. IF NE BRANCH CIRCUITS ARE ADDED: A) ALL 120V, 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 FAN/ APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND LIGHT 2C10 F.B.C. ELECTRICAL PLAN SCALE 1/4" = 1'-O" PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-22-14 W O a wq �qo r \ V Q v 1 co co W00 r� ul Lo 0) N O W C0 N ct M Q x w Q LL N O N_ � J W CO N Z O QLL�U ulF_�coM UO_NU OQ� LO U) Z N O CM Q W J W H PROJECT NO. 15-015-014 DATE DRAWN DRAWN BY 5-5-17 MCA BERKSHIRE 2177 B1 LIVING 2177 SQFT GARAGE 367 SQFT LANAI 120 SQFT ENTRY 28SQFT TOTAL 2692 SQFT SHEET A 5mO File Copy CORN FLASHING TAPE CORNER -� FLASHING TAPE FLASHING TAPE SIDE - FLASI TAPE FIN __� CORNER SIDE FLASI TAPE 1. CUT THE WATER RESITIVE BARRIER (1C) +E FIN WINDOW BOTTOMd� SILL FLAMING TAPE #1 SILL FLASHING TAPE #2 WATER RESITIVE TH CUT, 3Rp MAKE A 6' CUT UP CUT FROM EACH TOP CORNER AT A 450 ANGLE TO ALLOW THE _450 WATER BARRIER TO TYP BE LAPPED OVER THE FIN AT THE HEAD OF THE WINDOW_ 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 #1. 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" WIDE TABS AT EACH CORNER (W FROM EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TT) THE WATER RESISTIVE BARRIER. 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLAMING TAPE 12' LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST i'. DO NOT ALLOW THE TAPE TO EXTEND PAST THE INTERIM 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 THAI HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN ANI WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WWN BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING TAPE LONG ENOUGH TO 00 ACROSS THE TOP OF THE WINDOW AND EXTEND AT LEAST 1' PAST THE SIDE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS SHOWN. NOT' DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. 3. FOLD DOWN! TOP FLAP OF WATER RESISTIVE BARRIER (3C) 4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES OF FLASHING TAPE AT LEAST i' LONGER THAN THE DIAGONAL CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE COVERING THE ENTIRE DIACONAL CUT IN THE WATER RESISTIVE BARRIER AT BOTH UPPER CORNERS OF THE WINDOW NOTE BE SURE TO OVERLAP THE 70P CORNERS (30) USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS WITH HEADS AT LEAST 3/8' IN DIAMETER. ALL NAILS MUST BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE THROUGH THE WOOD DECK BY AT LEAST 1/8" PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE SHINGLE SIDE VIEW I !- SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. FRAMING REINFORCED CONC. FLOCK CELL 1/2' DIA L-BOLT (8" LONG) W/ 2' WASHER AT 32' O.C. MAX 2x6 P-T. JAMB DETAIL 2x4 P.T. W/ GONG. 2x6 P.T. FROM/ BOT. OF NAILS AT 12' O.C. HOR. TO CLG. LINE 2x6 EQUAL EQUAL P.T. d 1/2' DIA L-BOLT N (8' LONG) W/ 2" WASHER AT 32" O.C_ MAX. - i> GARAGE DOOR OPENING N ELEVATION GARAGE DOOR DETAIL O ROOF EDGE 2O a , ROOF , � EDGE n1 RIDGE I �'J 1222 , , , lO ZONE 1-USE RING SHANK NAILS O 6' O_C. Q ZONE 2-USE RING SHANK NAILS O ZONE 3-USE Bd RING SHANK NAILS ® 6' O.C. ® 4' O.C. N�ROOFIAPE�REPRESENTS ATTERN FOR ROOF TYPICAL ZONES ONLY. 2x8 RIDGE BOARD aREVISION 2x6 RAFTERS AT 24" O.C. MAX. - TOE -NAIL TO RIDf)iE BD. W/ (2) 10d NAILS 2x4 VERT. STUDS ROOF SHEATHING 9 4'-O" O_C. (PLACE ABOVE TRUSS BELOW) SIMPSON STRONG -TIE 'H2.5' AT EA END OF 2x4 PRE-ENG'RED VERT. STUD TRUSSES NOTE #a NOTES: SEE 1. HURRICANE CONNECTORS RED NOTE #4 AT 8'-O' O.C. 2. PROVIDE 'H2.5' AT EACH RAFTER ERD 3. PROVIDE 2xB H bIDARD WHEN APPLICABLE /\ 4. PROVIDE 2x4 VALLEt/ BLOCKING BTWN. TRUSSES / \� AT LOCATIONS VALLEY FRAMING DOES NOT BEAR ABOVE SS HAND FLAMED VALLEY DETAIL THIS DETAIL APOLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 6'-D' 1/2* GYP. PROVIDE R--11 BATT INSULATION AT ALL WALLS ADJACENT TO NON -AIR CONDITIONED ROOMS - 3 1/2" MIN. CONIC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER - OVER CLEAN COMPACTED TERMITE TREATED FILL �x6 P.T. STRUCTURAL NOTES: WOOD STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR I- ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN 3 SEC. BURST PER ASCE 7-10/ 2014 FBC. ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2. 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP. THE 2014 FLORIDA BUILDING CODE. PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX PINE, HEM -FIR, OR SPRUCE -PINE -FIR. 4' THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 3, ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER COMPACTED CLEAN FILL. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2' TO 3/4" OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BENAILED COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE AT 6' O.C. MAX. SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL 5• EXT. SHEATHING ON WALLS TO BE MIN. 15/32" BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.G. RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94". W/ 10d NAILS UNLESS OTHERWISE NOTED_ THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD, TRUSSES) CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE TO BE #2 OR BETTER GROUP 11, UNLESS OTHERWISE NOTED, ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING ARE TO BE #2 OR BETTER, SPECIES GROUP 11 FIBER MESH CONCRETE B. MAX. 1" HOLE ORILIINTO EXTERIOR STRUCTURAL STUDS. 5. CONCRETE" MASONRY UNITS SHALL MEET ASTM C90_ 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AS PER DRAWINGS. AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH AS DEFINED IN ACI 53-99. fm = 1500 psi OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 11. NAIL PATTERNS: 8. REBAR TO BE SIZE #5 GRADE 40, CONT. TOP OF FILL CELLS AND -DOUBLE PLATE AT 12' Q.C. OUTSIDE THE CHANGES OF DIRECTION WITH MINIMUM LAP OF 30-. SPLICE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.C. 9. OMIT -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF EA. EDGE, 12" Q.C. INTERNALLY. -HEADER TO STUD- 4' O.C. EA. HEADER MEMBER TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER -STUD TO TOP OR BOTTOM PLATE- (2)16d END ENCLOSED DETAILS. NAILED OR (2)16d TOE NAILED EA. SIDE 11. EPDXY ANCHOR ALTERNATE: -ALL INTERIOR HEADERS TO BE (2) 2x THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR WITH 1/2" FLITCH GLUED AND NAILED BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. WITH 16d AT 8" O.C. STAGGERED. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONIC. HOLE SIZE 12. ROOF SHEATHING TO BE MIN. 15/32" CDX 1/2« 3/4" MIN. HOLE DEPTH PLWOOD NAILED PER ROOF NAILING PATTERN 5/8" 7r8" DIAGRAM. 7/84' 1 1/8" 8' 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE RKOVED AND/Oft MANUALY. PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS, MIXED PER MFG. DIRECTIONS. 12. MISSING DOWEL PLACEMENT: 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5' NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP. UNLESS NOTED OTHERWISE. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR STEEL) AND REBAR TO BE FREE OF OIRT OR GREASE. LOAD ON GRADE GYP. BOARD OR 1/2' MIN. SOFFIT BOARD UNLESS NOTED ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 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 NAILS AT 12' O.C. INTERIOR NON BEARING WALL SECTION ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES PLYWOOD SHEATHING OVER WOOD TRUSSES CENENTITIEM FINISH ON METAL LATH BOND BREAK EXPANSII (2) LAYERS E5B STRIP & FELT 0 JAMB HEAD LO (ONLY) MEMBRANE BRIDGE FLASHIW� MASS BLOM UNITS: 8' X 8' X 4' (K"ANAL SIZE) MORTAR, TYPE 'S' PER ASTM C 270. FLASHING / CONTROL REINFORCEMENT* LADDER TYPE, 9-GAUGE_ 2" WIDE WIN BUTT -WELDED CROSS WIRES AT 16' O.C., JOINT HOTT DIPPED GALVANIZED_ PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 3/4", NWT -GIPPED GALVANIZED, AT BOTH JAMB AND HEAD LOCATIONS ANCHORED WITH /IA X 1 1/4" LONG PANFffM SCREWS WITH #10 WASHERS (2 PER PANEL ANCHOR) OR (1)3/1W X I i/$ HIL71 KWIC BOLT I. STUCCO FINISH ON EXPANSION MA7MAL: 3/8' THICK POLWTHnJE E TYPE BLOCK SEALANT: SUCONE TYPE GLASS BLOCK INSTALLATION FLASHING DETAIL AT ROOF FRAMING ON MASONRY a JOINT 10 3/6' AL) FYI «n r a3 r (lj o CD W � N m czo a wx Q N Q O N �m LL m000CD v zLL04� �co �LL E.; t0 to fJIIrNU OQ^ LU to co Z N 0 Nl W J W I - SHEET A 6mO File Copy MOM PARMM EXT m MUM OF Xw ROD! SIM TO RMN RIM D. SFAIM WEIDNL AT i Sir NST n" . AT FWA1E W F AT Opp( R LOMIM6 STUDS ALIGNED STUDS UNALIGNED BETWEEN FLOORS BETWEEN FLOORS 2—STY. INTERIOR BEARING WALL STRAPPING SOAPS AD 6SII Ntte OMM AT mom fA.16 t ti Le �" 06.YY VEFT OMWW ICAO ALL L IHANDRAILS WE STALLONE ff RE FOLLOW TYPES M MPRAE EOOLAENT MAS1?AMTM. 77M k NADRARS !M A CR6DLAR ONORS S.I;IION S ML HAVE AN WISM MAIEWS OF AT LEASE T I/s AM HOT 016A$H 1qN Y_ F I E HANDRAL M HOT CINUARL R SHAL MW A FER ERR DM1 OM M AT LEAST r AND ON OFkAR IVAN 6 1/4' 1/111 A MAM6.Y OWN 9:W1 OF ONDOW OF 2 1/4'. ONES SHALL HALE A LiiaM RAMPS OF OM'. fv, -- SOIL: ALL TYPE S: HANORALS SARI A F9MllER OFARR RUM 6 11/4' 9111L HALE A. MNOMMEOM SKALL IN FACE OF I E 9EAAIPM GRASPABLE FEMP REMSS ARElt ON WIN lOFS OF WE ANO1E RE F1IMR BY Now SPAN! BE RECESS SAALL BEW WMN A O1STAMCE OF 3/4' IFASR %!Eff tI.Y FRO N DE MALIEIB RbDE56 TAMEST PMTOF OF TE PROLE AND ASOEIE A MF`RI OF AT LEAST 6/N' !RN TIN'SUM I E WEST PINION OF I E PROLEEM IM RSED OPTN SHALL CM106E PM AT LEAST 3/F M A REVEL WHAT O NOT LESS 11AL 1 3/P @TpR 8 -- 1E TALLEST MOM OF RE PROMS. I E N M SRAM OF THE HA DRAN. MOW =� THE RECESS 914ALL E 1 1/4' TO A NANOAI OF 2 3/4'. B03 SHALL HAVE A %. TriRl a01'. RAMPS OF M NARS AT C tLG AT MOANS LAOTA11ONS, AEID BA SHALL NOT NEON WWLNWRC .SYf'AE RF THE RARER a i PHAWASSAGE W MO 11BMPT 16112N ALLOW PASa A1AE OF A 9PNEIAE 4' M 1116E7Bi. 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PATLEM (2) IDWS AT 2M 10P RA1 (N) ROW AT 2!F ODTIOI WAR _ COMMODs srA 60T. RAN: TOGS IV pq RIA MARS (P%4 P.T. F M CWD= R% COG) ALTERNATE FLOOR TRUSS END RAILS RpaR LF PS 1N$L. MJS A6 PAWN OF END CO6. AT NOW mmm at u wow m:w=- CMOM CO NM 7 � W Rr PLATE — I II 11 I II II I l F 1 I I 1 ! sNLr3tW1 'SPARE AT EAU sTw W TE RARE - � ll II W H II N 2* ftKm#mm II II aw=m OR am RAT- na I'I W E EN(E SFAW" (LAVE AT NO-WRL I ! ! I HT.. R/ MD SFAMQ — li li 11 II li I•I II II hl H 1 ! ! 1 21 SUM AT 1•i . 1.1 I I fir ar. \ �1 1I 11 ! 1 10sIWEMLWAD AT li 6glD A PLATE F I ! I ! SIEAAMO DMTaRNM W BDiIOLN OF Ram RIaSs H H II 11 Rpm 1W9SES AT r--rr-- ---rr —r -- i Mi NO. AT ALL SEARM.EMES PROLOE ]XIME WOW OF 04 MARS Y MKS AT T OG HNOaT- L1.0. MASER ROM 1W� WNOW AT TOP TAM O EL M SIM RAPES EXT. WALL SHEATHING DETAIL AT 2—STY. IIUM M MN.MG MTH M AS NONEO FOR $IEIYRWO RP Mrr A& LR.Fr LOAD C MEL%M M,WBR WILL SODS AM ROM RMMS mw ZSwe M r AT ENM 80I70m PLATE 20"WS CARTE BO am Nam , MOM wall—/ GABLE TRUSS SIDE ELEV. 2ND STY. CO —204 BARMAN HRG AT 2C QC. cmum n AMON LEST (2) TRUSS DATE CONNECT M EACH. BDTNN MOM R/ (4) Im MARS — Warsaw 'frmw Raw AT ar ac romm Sam Art NXfi MILL Rr / BOA. ES ACT mm SOAP DOES war Aunt WIN WWI ViROCAL GABLE END FLOOR TRUSS DETAIL r SEE RODE PLAT m 1E" SDGP AT EA UMM EFEe TD IEAOBt arc FOR SOS N6' O.C. SPAN Sarmu 1STA24' sow AT HEADER SIM ID OEJW BSImN Ismar SEMP AT NFAQEI SRO RN M1 m / SLOMM FOR OPBi1C6 > S-w 2" OR 212 M 86 MYM RE. 1114 - CONMCT 10 WASS R( (4)N/ NALS. a ALE Nm m. WmL RTL 11615513 - CONECF W R/ (4)IN NABS COG NOD! am WALL �� SEW"'ETA3r SNAP AT EAM ROM TMM BO M 24' = AT GAILE BM MASS 2—STY. EXT. FRAME WALL CONNECTOR DETAIL OARRE Be IN TO am WALL sarsa6 lsTA35' slLws wcm as Srmv COOPER AOS RN "RE PRO Ram lam - LOCATE 1 r FRCP COMIBt FREE r LAYERS 1HM6 RMWMI M PLAN . —•� • ••• TYPICAL EXT. 2—STORY WALL SECTION sm" N/Y - 1'-O' �J �! Q W� �co o �Qq w O �coLq oCO to to r O) O m � (O w to N o z Q Q cm Q N Z0co(0 aLLc� wF mw Ua�(V 0 < I,- uj towZ cmO a w J w I� r RRB.rECT ) SHEET �mo 2nW41� WC — WC WC WC FILLER 2430 2430 2430 2430 W312 1 W312 —�'Lli ° ° W24 ° ° W24 W24 W 0 301 30 MICRO 30 30 3 OPEN TO BEYOND ° ° ° ° 0 ° ° ° z Q ° ° ° ° 0 ° BBC °Ll BBC ° ° BBc 48/51 48/51 045/ o B18 F-- L ISB 36 i 48 PANTRY REF KIT. AT REF NOTES: I. 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'-C)" A.F.F. 4. SHOWER HEADS AT 6'-8" A.F.F. �it FILLER FILLER ` RNG LFILLER FILLER J DW LFILLER KIT. AT RNG. KIT. AT SINK/DW MIRROR FILLER VBD30 PWDR. CER. TILE MIRROR TUB/ W.C. SH WR. BATH 2 r7 rn WOOD TRIM WALL MTD. LT. \M.C. LAV FILLER KIT. AT BAR WALL M TD. LT. MIRROR M.C. \�\\ rFILLER FILLER LAV LAV ° ° ° O ° O IzCL r)< 0 VBTD42 ,lmm� VBT042 VBTD42 M . BATH VANITY 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 r BARTOP DETAIL + • Y i PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-22-14 w 0) �qo N Co CO O N � to C3 N O m wCOD r X, 0 (h Q J x w cl Q LL N O N_ z LL m000DCO Z J LLrn U Q wFcpm U cj O Q n Low (0 z N 0 eM a w J w H PROJECT NO. 15-015-014 DATE DRAWN DRAWN BY 5-5-17 MCA BERKSHIRE 2177 B1 LIVING 2177 SQFT GARAGE 367 SQFT LANAI 120 SQFT ENTRY 28 SQFT TOTAL 2692 SQFT SHEET A 7mO