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HomeMy WebLinkAboutApproved Plans• A 6F— ..13 0 I 231811 141411 * ROOF TRUSS WEBBING IS DESIGNED w/ 2A SYP#! UNLESS NOTED OTHERWISE, SEE ENG'g FOR SPEC'si HATCH LEGEND 11 8' - 8" Clg. Hgt. 8' - 0 A.F.F. 12' -11" A.F.F. * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER (UNLESS NOTED OTHERWISE) E m a s --ate �•= �'e� " NOTE: ALL CEILING DROPS BEL, W BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO N =�_"_ SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSOINSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING s _ E 9 0 c rnv = z v DRAWINGS FOR GRAVITY AND U LIFT LOADS. m ^I FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD "e = E-7-1--1 ---- ----- ---- N _ e L O r d s 9 « — r 0 _ _ •- d N o v REPRESENTS THE LEFT SIDE OF d " EACH TRUSS DRAWING e a e 3 ` N M o ,n, N � o o r• = A o y d o e o Q 3 C U O _ v c o > ODL = d e N a�� �9 �m w o e d m ❑ -- n n- E E � M '- V N e` 7 y -e C �` y nn. 'g Ql d i ` V d O e ` E � c O - - 0 d G a v c HANGER BY BUILDER N d —HBB LOADING ROOF FLOOR WIND LOAD N •a c d y v -e e a LIVE LOAD 20 ASCE 7-10 = o s a ®_ c� DEAD LOAD 7 60 MPH EXP B G s o e h LIVE LOAD 10* CATEGORY II o g 9 a =' v DEAD LOAD 10 ENCLOSED y� �_ — d I zB_ TOTAL LOAD 37 FBC - 2014 � E s = 9 = d o ea z DURATION FACTOR 1.25 TPI - 2007 E '^ REV DATE BY REMAKS ` , 'S r t Q = N e W d" N— d _ N c m e o= e e a � d.' W It is understood that above = = E conditions have been reviewed ❑ APPF DIVED o N m e a N & are acceptable for the _ e ` = fabrication at trusses, ❑ APPF OVED AS NOTED m E -E a a o I elevations, pitches, overhangs, 's 8 REVISE AND RESUBMIT fascias,ceiling e = � � s � _ 'u •"' elevations/pitches, bearing d 9 conditions & all detail pertaining ❑ REJECTED M43 e a o s to this truss placement plan. No back charges will be accepted — - " a-- DATE without previous written AS d approval from an A-1 Roof doa �9 =mod; Trusses representative, REVIEWED BY o a o aZ PLAN DATE ARCH: 02/03/17 STRU T: - /--/---- e d N d > ey d T — T �. CUSTOMER RENAR HOMES L d K •e` y^` O Q 1 av E � a I a c NI.. McCants RESIDENCE/ CAYMAN MO EL 1763, ELEVATION a e ` _ " JOB NAME B2 Dili E Eo m 9 `^ a `e I c v T w 5 6 LOCATION 9334BREAKERS ROW fTPIERCE It - w L s y N --v COMMNTY / LOT # 'MORN/NEiSJDE o N e d d a c = 9 N BLDG BLDG SINGLE FAMILY odd�d�I TYPE # JOB # 67900 MASTER'' XRMSCMB2 d e o N o l p d T't Ql ISAS DRAWN SCALE DATE 02/09/17 RH N.T.S. = o •c+o�oee — o = d d O AREA CALC FLOOR Oez '.A=1 ROOF ROOF �768.63 nz O= a I d s _ �� z d m"= E o FASCIA 189.67 @ — — �� AS E. d d e ur, � s c 9 o oc E HIP LINE 32.5 n ,., ,. 1 h m V c d = v l w A FLORIDA CO�tPC�RA'TI�N 2 A VALLEY LINE 0 n d= e c h o Ph 772-409-1010 / Fax 772-469-1015 = d 's o +5WASTI E0. VALLEY TRUSSES AND �INora}IONso a..v. N ` L MATERI ^BLOF {//-� .Fy httP'//WWW.a 11%USS.COIrl.-- = TO VERIFY CALC _... —... --' -- _.._ _-- _. 4 -_. �....c O ._ , TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WIND DESIGN SEISMIC DESIGN SUBJECTTO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD HAZARDS° AIR FREEZING MEAN ANNUAL Speed° Topographic Weatheringh Frostlineb Termite` LOAD (mph) effects'(NA) f CATEGORY depth TEMP° REQUIREDh INDEX TEMPT N/A See Fig. R301.2(4) N/A Negligible N/A Very N/A N/A N/A Heavy For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0A47 m/s. a. Weathering is "neglible" for concrete as determined from the Weathering Probability Map [Figure R301.2(3)]. The grade of masonry units shall be determined from ASTM C 34. C 55, C 62, C 73, C 90, C 129. C 145, C 216 or C 652. b. Reserved. c. Termite infestation par Figure R301.2(6) is "very heavy." d. Wind speed shall be from the basic wind speed map [Figure R301.2(4)]. Wind exposure category shall be determined on a siteepecifx: basis in accordance with Section R301.2.1.4. e.. The outdonedesign dry-bulb temperature shall beselected from the columns of 971/2-percent values for winter from Appendix D of the. Florida Building Code, Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. I. Reserved. g. The applicable governing bod y shall, by local flootlplain flootlplain management ordinance, specify (a) the date of the jurisdiction's entry Into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the dates) of the Flood Insurance Study and (c) the panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the authority having jurisdiction, as amended. h. Reserved. 1. Reserved. j. Reserved. k. Reserved. NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPLIES WITH THE REQUIREMENTS OF SECTION R302.92 AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. ATTIC VENTILATION CALCULATION: VENTILATION REQUIRED: ATTIC AREA = 2,353.3 SQ. FT. VENTILATION AREA REQUIRED - 2.179.6 SO. FT. / 150 (F.B.C. R806.2) = 14.53 SQ. FT. PARAMETERS: LINEAR FEET OF 16' WIDE SOFFIT = 137.0% 12" WIDE SOFFIT = 45.3', 8" WIDE SOFFIT = 64.8' SQUARE FOOTAGE OF SOFFIT - (137.0' X 1.33') + (45.3' X 1.0') + (64.8' X .67) = 270.9 SQ. F, NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SO. IN. / SQ. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 270.9 SQ. FT. X 11.74 SQ. IN. / SQ. FT. X 1 SQ. FT. / 144 SO. IN. = 22.09 SQ. FT. CONCLUSION: VENTILATION PROVIDED - 22.09 SQ. FT. > VENTILATION REQUIRED - 14.53 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE REVISION PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: ST. LUCIE COUNTY, FLORIDA CONTRACTOR: GLENN DAVIS CBC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT APPROVAL DESIGN PRESSURES 3068 W/ SDLT. EXTERIOR SWING DOOR FIBER -CLASSIC SMOOTH STAR THERMA-TRU 3/16" TEMPERED HEAD: 1/4" X 3.3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM 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" & 6" FROM MULLION. FL15225.5 +40.0 - 40.0 PSF 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON « >> STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK FL9174.6 +39.2 -43.7 PSF 8068 S.G.D. SLIDING GLAS j�ftW Eb*N THIS PERMff) MI WINDC�,�j��@L �jN �f�j��ERED ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) HEAD: SPA I� IIS�iA�AX, JAMBS: SPACED 6" FROM C9�;�'p O.C. MAX. SILL_:_SPACED 6" FROM CORNERS, 7" O.C. MAX. O�BpERM +/- 40.0 PSF (MIN) O WINDOW SH 185 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.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) O WINDOW SH 185 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.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) GLASS BLOCK 8"x811x4" MULIA, INC. PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2) 1/4" DIA. TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN. EMBEDMENT NOA 12-0501.11 +/- 90.0 PSF (MIN) 0 WINDOW SH 185 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.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) O WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ALL ANCHORS ARE 3/16" DIA. TAPCONS 0-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) 0 WINDOW SH 185 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.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) (� FIXED GLASS FIXED 185 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:18" O.C. MAX. FL15349.1 +/- 60.0 PSF (MIN) ASPHALT SHINGLES CAMBRIDGE AR IKO INDUSTRIES, LTD. «>> 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 6-1/8" ABOVE BUTT EDGE, APPROX. 1" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT. FL1956.3 EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICAN CONSTRUCTION MATERIALS « >> PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +/- 50.0 PSF (MIN) HURRICANE SHUTTERS "SAFETY EDGE" STORM PANELS TOWN & COUNTRY INDUSTRIES' INC. '< >> METHOD OF ATTACHMENT: DIRECT MOUNT ALL ANCHORS ARE 1/4" DIA. TAPCONS 0-1/4" 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 5', 8.6" SPANS UP TO 9'-2", 47 PSF: 12.7" O.C. SPANS UP TO 5', 7" SPANS UP TO 9'-2", 54 PSF: 11.1" O.C- SPANS UP TO 5', 6.1" SPANS UP TO 9'-2" FL 12856 +/-54.0 PSF (MIN) 1 have reviewed the above product approval information and approved it. Signature: Certification Number Date: 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-6.2 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 100 TO 499.9 39.2 PSF / -43.1 PSF 500 AND ABOVE 34.3 PSF / -38.2 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE 0 to 19.9 46.1 PSF / -61.7 PSF 20 TO 49.9 44.0 PSF / -57.5 PSF 50 TO 99.9 41.2 PSF / -52.0 PSF 100 TO 499.9 39.2 PSF / -47.9 PSF 500 AND ABOVE 34.3 PSF / -38.2 PSF PROJECT & CODE DATA *PLANS DESIGNED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE TYPE OF CONSTRUCTION: CBS X FRAME BUILDING DESIGN: ENCLOSED X ULTIMATE DESIGN WIND SPEED:140 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: II EXPOSURE:B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' OVERHANG:1.33 FT ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND PRESSURES: OPEN 160 MPH X ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X PARTIALLY ENCLOSED 170 MPH T-i CONCEALED FASTENERS OR ATTACHM ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD lr) M N O O LU O N F- rn 0 Go M X < `v o m �j Q [L N > O _N LL 07000(O 0 LL N U Z U U Qti U) Z Lo O N r) d LL J LLI F- PROJECT NO. 15-015-026 DATE DRAWN DRAWN BY 2-6-17 MCA CAYMAN 1763 B2 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 118 SQFT ENTRY 38 SQFT TOTAL 23I06 SQFT ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UM IN31PECItONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY DE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. lkt LUCDE M- "1P Dt"ILNG I!I't` I REVIEWED FOR C REVIEWS Y DATE. SH CVR FILE COPY PLAN PT ON JOB OR NO INAPICTION WILL BE IMADE. I 9-K'-R" 14'-4" WWF w 6xOR FIBER O BERMESH CONC. 6x6 - 10x10 WWF fl� CONC. SLAB L OR FIBER MESH j SLAB 0 - 00 1 o GRADE 2-#5 8" 16" BARS g DETAIL 1 L] '-4 TAI L A DETi 1 — — — — — — — — — — — — G1 7'-0" 6'-10" 5-24'-8" T(-onj I 0 1 D C 2'-8" 8'-O" 3'-8" I 0 o — — — — — — I A E N ,n A I ■ ■ ■rFOR ■ 1 1 I L_--------� i� HB F� 4 0 2'-6" N RECESS SLAB 5' 7 1 /8'= \ S.G.D. o — I ■� 0 I 00 i� co LAV LAV I N ■ N Tub - I PLUMB THIS I ■ END FOR TUB00 A 0 II 1 fd O � I I I 0 L ® I f0 I WC II INDICATES C.M.U. CELL FILLED 7 5/8' 3' 2" SHWR. W/ CONCRETE AND (1) #5 VERT. FROM TING I ■ 9'-4 1/8" TOBTIE BAR EAM (TYPICANT. L) I B 3 1 /2" 10'-7 5/8" I 3 1 /2S FOR 0 SHOWER to I I II SINK W/ ■ I I I DISP. I ■ o I I A O'—O„ PA REFERENCE 11 II® I I °I 1 FINISH FLOOR 00 I I N I - ■ I W O I 0 1 4" 2500 PSI CONC. SLAB W/ K I A 00 o to j FIBER MESH, ON 6 MIL. POLY I 1 I I M I VAPOR BARRIER OVER TERMITE r_ I TREATED COMPACTED CLEAN I ■ I FILL. I ■ I I I H 1 4 W. 01 I M ■ I I -' TUB/SHWR I 1VH ■ H1 I o WC B 1 I 7'-11 7/ " I LAV 1 I 1 N ® ■ COND I I• 2'-10" 2'-6" I w 1'-1 5, 8" o o I N D a ao o r I Do� A I■ ■ I ■°° 00 ■ I I I � i A u-i I F SLOPE DOWN 1" I I I AT GAR. DOOR c m 0 co II m — ^U J m ■ ■ ■ 3'-7" -2" ■ ■ ■ 3'-7" ■ ■ B A 20" 16'-0" 20" 12'-4" 6'-4" 19'-4" 38'-0" CONC. A/C PAD CONC. SLAB ¢ _ %J o GRADE S 112 (MIN) BELOW 81 ,-4„ D DETAIL 1 CONC. 1-#5 SLAB BAR R G DETAIL 1 t 1-1/2" AT -� FRONT ENTRY C DETAIL 1 6x6 - 10x10 WWF OR FIBER MESH CONC. 1,_0,. SLOPE SLAB 2_# _ GRADE BARS F DETAIL 1 5 1/2" FRAME 7 5/8" BLOC w CONC. ir SLAB lco j > r �2-#5 8" 1'-4" BARS DETAIL - S.G.D. 1 CONC. 8 8 VARIES SLAB N SHOWER RECESS M eDETAIL DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 71'-0" AE = 58'-9" BD = 64'-6" BF = 68'-6" UIMEN51UN5 AKE ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 1-#5 CONC. BAR SLAB / H \ DETAIL* 1 CONC. 2-#5 SLAB -7 BAR o 1 -4" 4' 4" K DETAIL 1 04 C. SHOWER ONC RECESS SLAB AT WALL M 00 BARS 1'-4� M DETAIL 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN. 3"MIN.DETAIL � — C FOOTING & REBAR 1'-O" TRANSITION PIPE THRU PF FTG. DETAIL 1 3" V.T.R. I� � I I I ` \I 2„ 1L ��AV 2' LA V I I I I I I 1 I I 3" 1 I W.C. I I 2" I TUB 1 2" SHWR. 1/4" = 1'-O" 3" 3" V.T.R.. �r I � I I I I I I I I 2"I I I LA� I I 3„ j W.G. I CONC. Of SLAB > / Hj�\ DETAIL 3" 1 CONC. SLAB 4' 8» G1 DETAIL 1 SINK J12" V.T.R. I I I I 3" ti 2' WASHER 3" 3" MAIN CLEAN OUT TO SEWER 2" OR SEPTIC TANK TUB/ SHWR. SCHEMATIC PLUMBING RISER PLAN REVIEW REVISIONS MASTEFZ PLAN REVISION 2-3-17 Q w CYDw W ti Lo Lo rn r N p m w�pN �w �x CC► `� M LL o > r N ++ LL pw00 p N 1z mQN W QLL a V w m w OQti L Z N Q M a w J F- H- Q► 100 SHEET 2, o) PROJECT NO. 15-015-026 DATE DRAWN DRAWN BY 2-6-17 MCA CAYMAN 1763 B2 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 118 SQFT ENTRY 38 SQFT I• 0 i in +6'-8' HDR. HT. O +6'-8" HDR. HT. O +6'-8" HDR. HT. +6'-8' HDR. HT. C 14'-4" 14'-2" 8'-0"x15'-O" 0 +7'-4" CONC. PATIO HDR. HT. R/S --- — I 8'-8" CLG. —I ■ ■ ■ ■ N 8' CLG. �I 7 I I 9'-0" _ I n 13'-7 1/2" I 14'-1 1/4" MASTER BEDROOMI o cem I N ■ COFFER CLG. I 42" H. I FAMILY ROOM ■ 2X4 W ® I VAULTED CLG. 3'-5" -9 1/2' 2'-6" 42" H.I �' WALL 8' CLG. I N N. 2'-0" � QO • Z — — —f_Ty_p��_. O O 7 ® N M P.T. 2 -2X4 CURB Nrr� ■ ■ 10'-0' II 4'-1 1/4" 3'-0" 5'-0" „ S-5" 5'-7' 1'-4' _—_—_ I RAISED -- -- 2'-3 /2" RAISED BARTOP III IIiII #4 M I BARTOP SINK W/DEN/BEDROOM , DISP. ■ ■ a' CLG. °DLIVING R00 KITCHEN 0CATHEDRAL CLVAULTED CLG.O II 0s1 04 R/S co ® R/S M Z �� I 02-5 ■ N ■ I I BREAKF ST VAULTED LG. 5'-7 3/4" 5'-4 1/4" 0 Oz 15'-5 1/4" I <0 „ 9'-6 1/2" I © ■ BEDROOM #2 � I 4'-4" 5' 8' CLG. M DINING ROOM 1 s CLG. ® N CATHEDRAL CLG. 5 SH. W i� ■ I g°_p 8' CLG. I_ — ® D. _ M.T. ___ ■ 18' CLG. O 7'-11" 4 3'-4 1 /2 7'-1 3/4" 18'-3 1 /2" O VAULTED CLG. 00 2X4 1" N. _ z I j� 2'-8" o a a 0 U-) KNEEWALL- 0 M0 TOP + _ M. T. 12'-11 " 22"x54" R/S 5 A.F.F. - I x i I ATTIC ACCESS ■ SH 8 i FACE OF GABLE — — — 4 0 HDR. HT. END TRUSS ABV. �10'-4" GARAGE 2X4 KNEEW LL- TOP + 12'- 1" cO +12'-11" BOX OUT B TWEEN 8' CLG. A.F.F. CLG. HT. — — _ — TRUSSES A GARAGE R V. OF ■ 6'-3" -8" '-1 3/4" FACE OF 8"W. ARCH 1 -6 GABLE END BEDROOM #3 ABV. TRUSS ABOVE • 8' CLG. a0 ■ Lo 0 I L 00 10 O 6'-2" P.C. HDR. ONLY (NO LINTEL COURSE ABV. WDW. 20" 16'-0" 20" 19'-4" 12'-4" 6'-4" 38'-0" I N -VENT MICROWAVE THRU WALL CABINETS - ABV. DRYER V.T.W. 0 I DOOR SCHEDULE 0 SIZE PER R.O. SUPERLDG. Q REMARKS 1 3068 W/ SIDE LIGHTS 1 EXT. DOOR MUNTINS IN SDLTS. 2 8068 S.G.D. 1 EXT. DOOR 3 2868 SOLID CORE 1 GARAGE DOOR 4 2868 7 INT. DOOR 5 2468 POCKET 1 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 WINDOW SCHEDULE 0 SIZE PER R.O. SUPERLDG. Q REMARKS A 35 SH ELLIPSE 1 MUNTINS B 25 SH 2 C 4'W. X 3'-4"H. GLASS BLOCK 1 D 4040 SH 1 E 1/2 33 SH 2 OBSC. TEMPERED F 35 SH 1 52"W.x36"H. EYEBROW (28" LEGS) 1 MUNTINS 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH 2O14 FLORIDA BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. 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 AC -KITCHEN CABINET WALLS AT 16" O.C. COND 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 0 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION FLOOR PLAN 1/4" = 1'-O" PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-17 Lr) Lf) o� (D F-M ct 0 M a Nx a N_ LL m0�C9 Z J h L) 0 U W Q W F-a>M UfrclaU O Q u F— UJJ u')U)7 ti 3= m a W _J UJ H- PROJECT NO. 15-015-•026 DATE DRAWN DRAWN BY 2-6-17 MCI CAYMAN 1763 B2 LIVING 1763 SOFT GARAGE 387 SOFT LANAI 118 SOFT ENTRY 38 SOFT TOTAL 2306 SOFT SHEET A 20 P.T. (2) 2X4 BUCK - CONNECT TO BLOCK W/ N6" x 3" TAPCONS (1 1/4" MIN. EMBEDMENT INTO BLOCK) CONC OR MASONRY DRYWALL BOARD DOOR 7R/M DOOR FRAME FASTENED THROUGH BUCK W/ 3-14" x 1/4' (MIN) TAPCONS, WITH (1) TAPCON 6" MIN FROM EA. CORNER, AND 4 EQ. SPACED TAPCONS ON EA. VERTICAL LEG W/ MIN. EMBED OF 1 5/8" ix6 P.T. BUCK SET IN rSEALANT AND SECURED W/ CASE HARD NAILS 0 12" O.C. (MAX) PERIMETER CAULKING FLOOR COVERING —� Q. CEMEN7177OUS FINISH p PERIMETER CAULKING 00 ° I DOOR TRIM HEAD/JAMB DETAIL EXT DOOR PRECAST LINTEL AT TOP BLOCK COURSE TOP OF BLOCK WALL PERIMETER CAUL CONCRETE SLAB REAR ELEVATION uz•I•�ca�u►cy rn►>Rym IN BED OF CAULK & 12 FASTENED TO SILL W/ 6 16" TAPCONS 0 0/ / 18" 0/C SILL DETAIL EXT DOOR 1/4" = l'-O" 15/32" CDX PLYWOOD A -A PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. PRECAST LINTEL AT TOP BLOCK COURSE ARCH OPNG. ARCH IN MASONRY OP RIDGE HEIGHT _ DETAIL ----------------- +1 2x4 VERT. AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END TOE NAILED W/(2) 10d AT BUCK 2x4 SOLID BLOCKING (FULL WIDTH OF WALL) BTWN. PLYWD. ARCH FACES W/ (3) - 10d NAILS THRU O.S.B. INTO EA. 2x4 P.T. (2) 2X4 BUCK - CONNECT TO BLOCK W/ �46" x 2X4 VERT. BRACES 3" TAPCONS (1 1/4" MIN. L EMBEDMENT INTO BLOCK) 15/32" CDX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. PROVIDE �16" x 3" TAPCON (1 QFL 2x4 SOLID BLOCKING (FULL 1/4" MIN. EMBEDMENT INTO VWIDTH OF WALL) BTWN. PLYWD. BLOCK) AT EA. SIDE BUCK-0) ARCH FACES W/ (3) 1.0d. NAILS WITHIN 4" MIN. TAPCON OF THRU O.S.B. INTO EA. 2x4 START OF ARCH BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS B x 3" BUCK SECTION A -A CONTINUOUS TOP OF BLOCK_ _ +8'-O" A.F.F. TO P OF SLAB — +0'-0" A.F.F. (REF. ELEV.) KEYSTONE — (PROJ. 1 1/2") +12'-11" A.F.F. 6"W. RAISED TRIM - (PROJ. 3/4") KEYSTONE (PROJ. 1 1 /2"7)�� -ROOF CRICKET 12 16 BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS LINE OF RECTANGULAR ROUGH OPENING 6"W. RAISED STUCCO FRIEZE TRIM (PROJ. 3/4") ����,Its I■_I 1■_I ICI ICI ICI ICI ■■ 'It L�� �_ ICI ICI ICI ICI '- oili�l (!I �, �_I�I Ili ICI ICI 1/4" = l'-O" CEMENTITIOUS COATING �_ 40 ON BLOCK I 0 Ei � 30 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------_E LEFT SIDE ELEVATION 1x3 OR ix4 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 12" 0/C. MAX. CONC. OR MASONRY DRYWALL BOARD CAULKING " ALUMINUM FRAME FASTEN THRU BUCK W/ 31i6'x3 1/4" TAPCON SCREWS 0 24" 0/C MAX. IN PREDRILLED HOLES BY MANUFACTURER PERIMETER CAULKING CEMENTNIOUS FINISH HEAD DETAIL WIND❑W ALUMINUM FRAME FASTEN THRU BUCK W/ 3/16'x3 i14" TAPCON SCREWS 0 24" 0/C MAX. IN PREDRILLED HOLES BY MANUFACTURER PERIMETER CAULKING CEMEN7777OUS FINISH CONC. OR MASONRY 10 OR ix4 P.T BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 12- 0/C. MAX, DRYWALL BOARD CAULKING JAMB DETAIL WINDOW J CEMENTITIOUS COATING 00 1 ON BLOCK 0 _ ALUMINUM FRAME SECURE FRAME TO SILL WITH SILICONE :OOo 0 0 4 0 a PRECAST OR POURED SILL PERIMETER CAULKING SILL DETAIL WIND❑W 12 16 — —TOP OF_BLK. +8'-0" A.F.F. TOP OF SLAB JL +0'-0' A.F.F. (REF. ELEV.) 18" H.x18"W. QUOINS W/ 2" CLR. BTWN. — — — TOP OF BILK. I +8'-0" A.F.F. — — — — — — — — — — — — — — — — — — — __ _ _ TOP OF SLAB --------------- � +0'-0" A.F.F. \-18"H.x18"W. QUOINS (REF. ELEV.) W/ 2°' CLR- BTWN. RIGHT SIDE ELEVATION 16"OVERHANG TYPICAL UNLESS OTHERWISE NOTED TOP OF BILK. — — — +8' — ALIGN FRIEZE BD. W/ GARAGE DOOR HEADER 18"H. STUCCO QUOINS W/ 2" CLR. BTWN. (PROJ. 3/4") ENTRY SECTION 1/4" = 1'=D" 1/4" = 1'-0' STUCCO FINISH PERIMETER CAULKING CONC OR MASONRY ix4 OR ix6 P.T. BUCK SET IN SEALANT AND NAILED W1i-i12" CASE HARDENED I p° COIL NAILS AT 24" 0/C. ° ° 0 MAX. DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ W/ 3-1/4" x 1/4' (MIN) TAPCONS AT 24" 0/C. MAX IN PREDRILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) DOOR FRAME FASTEN TO SILL W/ 16 x 1" SCREWS 0 2'-0" 0/C FLOOR COVERING 000°O�GROUT BED CONCRETE SLAB SILL DETAIL (SGD) PLAN REVIEIJ REVISIO, MASTER PLAN REVISION 2-,1-17 LO LO rn CV O m � O W O N ~ rn r w 0 U) V M QLL N z LLO CV m5°00 to t` Z J �U W Qu W co m OQ�U ti LLJ LO O M 0- W J W H SHEET A 3.0 HATCHED INDICATES BOTTOM C BLKG. AT SEE NOTE ANCHOR SCHEDULE (SIMPSON STRONG -TIE PRODUCTS MODEL NUMBER) DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN SIMPSON HETA20 < 1810 > 10-10d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) SIMPSON MTS12 < 1000 > 14-10d x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) 1/2"0 A.B. AT 32" O.C. IN LINTEL SEE GABLE END SECTION ® VAULT W SHELF ZZ SHEET A6.1 No B - 6 II II II II B - 7 No 8 T CLG. III II 11 2 "X" BRAC14 II TYP. B-8 1 1 I II II II U L 8' FLAT I CATHEDRAL CLG. CLG. I VAULTED CLG. C OH OH 8' FLAT CLG. II B-5 I VAULTED CLG. B-5 I I I B-4 8' FLAT CLG. I I CATHEDRAL CLG. 8' FLAT CLG. I B-3 I 8 FLAT 1 ' CLG. VAULTED CLG. 8' FLAT CLG. 1'- 4" OH (2)2xs 2x4 "X" BRACING TYP. 11 11 11 >< ATTIC ACCESS 2X4 KNEEWALL'- TOP +12'-11r'� A.F.F.—'�I I 2X4 KNEEWALL- TOP +12'-11" A.F.F. 8' FLAT I I I I CLG. — _I — — — I I I F I I I AREA HORD 48" O.C. #2 1'-4" OH II II II II II II 1'-4" II II II P.C. HDR. BOT. 2x4 "X" +7'-4" AFF FB-21 BRACING TYP. 1 2"0 A.B. AT 32" O.C. IN LINTEL 11 I I E s , E -76i 16 II II II II II II II II II �j p B-1 1/2"0 A.B. AT 32" O.C. IN LINTEL SEE SECTION X-X ON SHEET A6.1 SEE SECTION X-X ON SHEET A6.1 'ROVIDE 2x4 30TTOM CHORD 3LKG. AT 48" O.C. 3EE NOTE #2 (2)2X W/ PLYWD. SPACER BEAM AS NOTED PER PLAN SPH4 (TOP PLATE STUD \ CONNECTOR) TYP. 2x CONT. STAGGERED MID -WALL BLOCKING (WALLS OVER 10' HT PROVIDE BLOCKING 4'-0" D.C. MAX. — 2x STUD 16" O.C. ROVIDE 2x4 OTTOM CHORD LKG. AT 48" O.C. EE NOTE #2 x4 "X" !RACING YP. 6 MAX. PRECAST HEADER SCHEDULE B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 8F16-1B 950 PLF 361 PLF B-2 70" 8F8-1B 1459 PLF 1272 PLF B-3 42" 8F8-1B 3166 PLF 2165 PLF B-4 64" 8F16-1B 5365 PLF 2290 PLF B-5 54" 8F16-1B 6039 PLF 2507 PLF B-6 70" 8F8-1B 1459 PLF 1272 PLF B-7 112" 8F16-1B 1818 PLF 980 PLF B-8 90" 81F16-1B 2661 PLF 1634 PLF ROOF TRUSSES OR 2x RAFTERS `0 24" O.C. CONNECT W/(2) 16d MIN. COMMONS TOE -NAILED TO TOP PLATE SEE ROOF PLAN FOR REQ'D STRAP AT EACH MEMBER. SPH4 (TOP PLATE TO BEAM CONNECTOR) ® 16" O.C. TYP. LSTA24 (BM. TO STUD `FLAT ARCH CONNECTOR) TOP PER PLAN NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL PLATE ANCHORS, AND BOLTS TO SLAB NOT REQ'D AT INTERIOR BEARING WALLS NOTED FRAME OPNG. ON PLANS AS SUPPORTING GRAVITY PER PLAN LOADS ONLY (NO UPLIFT LOADS). (PROVIDE (2) CONNECTORS SPH4 (STUD TO BOTTOM FOR SPANS PLATE CONNECTOR) OVER 6' OR NUMBER TO MATCH AS NOTED) NUMBER OF STRAPS ABOVE OPENING �1/2" DIA. EXP. BOLT (2 -Y4" MIN. EMBEDMENT) W/ 2" X )6- THICK WASHER ® 24" O.C. (PLATE TO SLAB CONNECTOR) FRAME BRG. WALL TO SLAB CONNECTOR DETAIL EXT. WALL OR INT. BRG. WALL CONNECTOR PER ANCHOR SCHEDULE 2-2X4 TOP PLATE W/ SIMPSON "SPH4" AT EACH TOP PLATE / STUD CONN. KNEEWALL W/ 2X4' SPACED 16" O.C. 2 X 6 BETWEEN TRUSSES UNDER FRAME WALL SIMPSON "SPH4" AT ALL BOT. PLATE/STUD CONN. FRAMING PLAN 1/4" = 1'-O" ,.l:' 8F8-1B 8F16-113 TYPE DESIGNATI❑N F = FILLED WITH GROUT / U = UNFILLED ¢ _ r QUANTITY OF #5 REBAR AT I BOTTOM OF LINTEL CAVITY 8F16-113/1T } z HJ z #5 REBAR AT TOP MIN. (1) REQ'D ' CLEAR GROUT NOMINAL WIDT #5 REBAR AT BOTTOM J QUANTITY OF #5 OF LINTEL CAVITY NOMINAL HEIGHT REBAR AT TOP 7-5/8'ACTUA 8' NOMINAL WIDTH 12 PER CONNECTOR PER ELEV. ANCHOR SCHEDULE ROOF TRUSS OVER ENTRY +13'-2" STD. BRG. HT. DBL. 2x4 TOP PLATE PLACE 2 X 4 STUDS OVER EACH TRUSS (2'-0" O.C.) 15/32" CDX PLYWOOD 8d ® 4" O.C. EDGES] 6" O.C. FIELD CONNECTOR PER FRAMING PLAN P.T. 2X4 BOT. PLATE W/ 1/2" DIA. A.B. @ 16" O.C. W/ EMBED. & 2" SQ. WASHERS KNEEWALL DETAIL 3-16d NAILS 2 X 4 VALLEY FRAMING AT 16" O.C. REFER TO TRUSS ENGINEERING FOR CUPPED GARAGE TRUSS FRAMING NOTES: 1. DESIGN LOADS: WIND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 L.L./17 D.L.) 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" 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. 0 24" O.C. VERT ® (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HI891. 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 PLAN REVIEW R MASTER PLAN REVISION 2-3-17 Lo Lo rn N o W (o h � co JJ x Q W N OfpN ^w > J0�(O M � n , O l- WI QWrnV W Fof -:(p OD � OQNU � N Z L0 N O m 0 W J w H PROJECT NO. 15-015-026 DATE DRAWN DRAWN BY 2-6-17 MCA CAYMAN 1763 B2 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 118 SQFT ENTRY 38 SQFT TOTAL 2306 SQFT SHEET A 4mO o-- S.D O O C.M.D. S.D. S. D.O EXH. - FAN _ — — — — C.M.D. / S.D.o PREWIRE 01 PREWE \ I \ I 11 I I I / I I / I I / I 1 I / / I / / I I i GFI S.D. w WP ''GFI / \ II WH DID \ 22%54° x �J� ATTIC ACCESS Z W/ PULL CHAIN LIGHT ABV. GARAGE DOOR ELEC. OPENER PREWIRE PANE I / I I I I I I I I / � COACH LTS. PREWIRE OUTLET FOR MICROWAVE COND METER COACH LTS. PREWIRE FEEDER 120/24OV-iPH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 AMP BUS AMPS 200 A/C 22 Q00 INT A/C 65.000 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 g 7 DRYER 30 10 • • 8 40 RANGE g 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 3 #1 CU THHN OR AL. EQUIVALENT 2" CONDUIT ELECTRICAL LOAD CALCULATION 150 30 CKT 0 2074 S.F. AT 3 VA 6.2 kVA PANEL 2 SMALL CIRCUITS 1500 VA EACH LAUNDRY CIRCUIT 1.5 1.5 kVA 150 METER 12.0 kVA DISHWASHERATER1 WATER .0 kVA M C. B. 15 kVA • DISPOSAL 1.5 kVA DRYER 5.0 kVA SUBTOTAL 33.7 kVA FIRST 10 kVA AT 100% 10.00 kVA 2" RIGID O.H. SERVICE F.P.L. REMAINDER AT 40% 9.48 kVA TOTAL OF OTHER LOAD 19.48 kVA 10 kVA OF AC AT 40% 4.00 kVA TOTAL 23,48 kVA NO. 4 CU. WIRE 23,480 VA DIVIDED BY 240 V 97.8 A TO UFER GRND. POOL SUB PANEL 30.0 A TOTAL 127.8 A USE 150 AMP SERVICE SCHEMATIC ELECTRICAL RISER (BACK TO BACK SERVICE) EXTENT OF AREA FOR VINYL OR TILE PER CONTRACT ELECTRICAL PLAN 1/4" = 1'-O" ELECTRICAL NOTES 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF 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 APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND 2010 F.B.C. LEGEND SURFACE MTD. CEILING FIXTURE PENDANT FIXTURE 1O� RECESSED LIGHT R WALL MTD. BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE L/ V WALL MTD. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOO➢LIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) IZJ WALL MTD. SMOKE DETECTOR Q CEILING MTD. SMOKE DETECTOR O' CEILING MTD. CARBON MONOXIDE DETECTOR -� CHIMES 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. RHEOSTAT SWITCH @ 42' A.F,F. TP TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION L= ELECTRICAL DISCONNECT PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-17 L0 ul rn N w N 0"" 0 � M o Q Q N z LLof O ( V o pJp000 ~ 1 Z J o w � U W Q w1-CDDO ci U O Q r` U) Z Lo N 0 fM d w J w I_ PROJECT NO. 15-015-026 DATE DRAWN DRAWN BY 2-6-17 MCA CAYMAN 1763 132 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 118 SQFT ENTRY 38 SQFT TOTAL 2306 SQFT i SHEET A 500 12 PER ELEV R-30 INSULATION 1/2" CLG. GYP. BD. 8"x8" U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 REBAR CON- PRE-ENG'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 tx2 P.T. FURRING 0 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER - WD. BASE - 4' MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER CLEAN - COMPACTED POISON FILL 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) [� J HURRICANE STRAP 0 EA. TRUSS - REFER' TO FRMG. PLAN CONNECT EA. TRUSS BOTTOM CHORD W/(2)� MIN COMMON TOE -NAILED TO TOP PLATE SIMPSON "SPH4" AT EACH STUD TO TOP PLATE W/ 12-10d X 1 1/2" AT EA. 1/2" GYP. BD.� PROVIDE R-11 BATT INSULATION AT ALL WALLS ADJACENT TO NON -AIR CONDITIONED ROOMS SIMPSON "SPH4" AT E4. STUD TO SILL PLATE W/ 12-10d X 1 1/2" AT EA. 4" MIN. CONC. SLAB (25GO PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL FOOTING PER FOUNDATION F HURR. STRAP *EACH TRUSS REFER TO CONNECTOR SCHED. TYP. O.H. R ROOF PLAN, _ - TOP _OF_BLOCK T REFER TO EXT, ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT WDW HDR. HT. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS CEMENTITIOUS COATING OVER /�-Sx8x16 CONC. BLOCK /1-#5 VERT. BAR TIED INTO #5 BAR DOWEL W/ STD HOOK AND RUNNING INTO LINTEL (LOCATIONS PER FDTN. PLAN) �1 -0" _ _ - `Y TOP OF SLAB FINAL GRADE TLICCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. �CONC. FTG. PER FOUNDATION PLAN TYP. EXT. BLOCK WALL PRE-ENGINEERED TRUSSES INSULATION PER PLAN @ 24" O.C. 1/2" GYP. BD. DBL, 2x4 TOP PLATE 2x4 STUD WALL 0 16" O.C. W/ MID -WALL BLOCKING (WALLS OVER 10' HT. PROVIDE BLKG AT 4'-0" O.C. MAX.) 2x4 P,T. BOTTOM PLATE W/ 1/2" DIA. EXP. BOLTS W/ 2" WASHER AT 24" O.C. (MAX.) 2 3/4" MIN.- EMBEDMENT 5 NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOPOR SILL PLATE ANCHORS, AND BOLTS TO SLAB NOT REQ'D. AT INTERIOR BEARING WALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS). INTERIOR BEARING WALL SECTION I II LINTEL II I 2x4 STUDS ®SPACING II PER PLANS I I VERTICAL FILLED CELL I W/ 1-#5 BAR (2) 16d I CONC. BLOCK WALL a 17" n (2)2x4 R.T. W/1/2" DIA. COUNTERSUNK BOLTS I 0 24" O.C. VERT 2- 1/4" MIN EMBEDMENT II WITH 2" SQUARE X 1/8" THICK HURRICANE WASHER I I I LI I I L----- EXTERIOR FRAME WALL TO TOP OF SLAB CONIC. BLOCK WALL CONNECTION CONNECTOR PER ANCHOR 3/4' PLYWOOD SHEATHING- DECORATIVE CEMENTMOUS 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 U e n \\-(2) 10d ® 6" O.C. J3 1 /4" DETAIL AT 90" CORNER TRUSS OR BLKING. PER PLAN 1/2" GYP BOARD HEADER PER PLANS 1 1/2" GYP BOARD DOOR ATTACH PER MANUFACTURERS SPECIFICATIONS TRANSOM WINDOW / DOOR SECTION (TYP) REINFORCED/FILLED CONC. BLOCK CELL 1/2" DIA L-BOLT � (8" LONG) W/ 2" WASHER AT 32" D.C. MAX. 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ CONC. F-2x6 P.T. FROM SOT. OF NAILD, AI Id UU. MUM. VU %.Lb. UnL EQUAL EQUAL :x6 I.T. N 1/2" DIA L-BOLT 2xi (8" LONG) W/ 2" P.1 • WASHER AT 32" O.C. MAX. M GARAGE DOOR OPENING N ELEVATION GARAGE DOOR DETAIL i 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 SLABSTOBE 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 TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. 11. EPDXY ANCHOR ALTERNATE: THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE MIN. HOLE DEPTH 1/2" 3/4" 6,. 5/8" 7/8" 7" 3/4" 1 8,. 7/8" 1 1/8" AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE ROVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION_ TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 12. MISSING DOWEL PLACEMENT: NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. GROUT SOLID AT TOP OF CELL SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL 25" MIN. LAP OF REBARS 0 z m DIA. X 6" DEEP HOLE FOR [3/4" #5 BAR SET IN EPDXY ADHESIVE zo I TOP OF BLOCK WALL 25" MIN. LAP OF REBARS 3,OOO 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 TOP OF SLAB iW I \-3/4" DIA. X 6" DEEP HOLE FOR mm w #5 BAR SET IN EPDXY ADHESIVE zo ADDED REINF. FILLED BLOCK CELL DETAIL NOTES: -DRILLED HOLE TO BE CLEANED PRIOR TO DISPENSING ADHESIVE -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE -REBAR DOWEL TO BE CLEAN AND OIL FREE WOOD STRUCTURAL NOTES: 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP 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" Q.C. W/ 10d NAILS UNLESS OTHERWISE NOTED. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG, WD. TRUSSES) TO BE #2 OR BETTER GROUP 11, UNLESS OTHERWISE NOTED. 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP II 8. 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 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' O. ROOF EDGE O I d -------------- ---� y�Q 0 d 1 O ROOF I EDGE --'------------ I OI RIDGE 4' I I 2 2 Q (D,P� ZONE 1-USE 8d NAILS 0 6" O.C. O Q ZONE 2-USE 8d NAILS O ZONE 3-USE 80 NAILS 6" O.C. 0 4" Q.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. PLAN REVIEW R SIONS MASTER PLAN REVISION 2-3-17 � rr CYD W q q U � � rO W W 0.1 E r� ul rn N o rn r9 LU N II- m U)riQ _ m < tL 00 > n O N_ �- m D5 C5 ap c0 r zQU-�U W I-- Iq m U D_ N U 0 < � I.-W W z M a W J W F- P ROJ EtC7 NO. 15-0 5-026 DATE DRAWN 2 DRAWN BY 6-17 O CA CAYMAN 1763 B2 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 118 SQFT ENTRY 38 SQFT TOTAL 230 SQFT SHEET A 6110 INSTALL SIMPSON HTSM16 W/ (8) 10d NAILS TO TRUSS ATTACH STRAP TO LINTEL W/ (4) 1/4" x 2-1/4" TAPCONS PRE—ENGINEERED ROOF TRUSS CONCRETE LINTEL — BLOCK FILL WITH CONCRETE SEE PLANS FOR SIZE AND LOCATION ALTERNATE TRUSS ANCHOR DETAIL N.T.S. (4) 10d NAILS�12 6 PROVIDE 2X4 BLKG Q 16" O.C. BEHIND GABLE END TRUSS 0 P.T. 2X4 LEDGER BD. --Z J W/ 1/4" DIA. TAPCONS (2-3/4 MIN. EMBEDMENT) SPACED 2'-0" 16" O.C. ROOF AT SLIDING GLASS DOOR DETAIL-1 STORY CEMENTITIOUS COATING ON LATH OVER 2 LAYERS 15# FELT OVER 15/32" CDX PLYWOOD OVER GABLE END TRUSS GALV. METAL FLASHING 2X4'S @ 16" O.C. FIBERGLASS SHINGLES OVER 15# FELT ON 7/16" OSB (3) 10d NAILS _TOP OF BLOC PER PLAN 2X FASCIA W/ DRIP EDGE 2X4'S @ 16" O.C. 1 /2" EXT. GYP. BD. SIMPSON HUS24 EACH JOIST/ LEDGER BD. CONN. LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1—#5 BAR z z ora Zwct TOP OF LOWER a = w BLOCK WALL a #5 BAR DOWEL W/ STD. 90' HOOK TOP OF HIGHER BLOCK WALL Ir-- BLOCK WALL HEIGHT TRANSITION DETAIL 2x8 RIDGE BOARD 2x6 RAFTERS AT 24" O.C. MAX. — TOE —NAIL TO RIDGE BD. W/ (2) 10d NAILS ROOF 2x4 VERT. STUDS SHEATHING ® 4'-0" O.C. (PLACE ABOVE TRUSS BELOW) \ ` SIMPSON STRONG —TIE 'H2.5' OR 'LSTA18' AT EA. END OF 2x4 PRE—ENG'RED SEE VERT. STUD TRUSSES ty-___NOTE #4 NOTES: SEE 1. HURRICANE CONNECTORS RE NOTE #4 AT 8'-0" O.C. 2. PROVIDE "H2.5" OR "LSTA18" ROOF AT EACH RAFTER END SHEATHING 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" #5 BAR DOWEL W/ STD, 90' HOOK CONC. BLOCK WALL VERTICAL FILLED CELL W/ 1—#5 BAR PLYWOOD SHEATHING OVER WOOD TRUSSES CEMENTITIOUS FINISH ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL JOINT STUCCO FINISH ON BLOCK FLASHING DETAIL AT R❑❑F FRAMING ON MASONRY STEEL, M OR WOOL PANEL ANCHOR'. EXPANSK STRIP & ® JAMB HEAD LO (ONLY) SPECIFICATIONS 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 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 #10 X 1 1/4" LONG PANHEAD SCREWS WITH #10 WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" HILTI KWIK BOLT II. EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE. SEALANT: SILICONE TYPE. GLASS BLOCK INSTALLATION USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE THROUGH THE WOOD DECK BY AT LEAST 1/8" PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE SHINGLE SIDE VIEW SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. PLAN REVIEW REVOONS MASTER PLAN REVISION 2-3-17 u o� •— CV o Corn W co of F-0)r- �rnr_ re' d O x W Q LL N ❑ 0 z � 0 m O 00 Z J r, w U W QLL w F cc) U w cV C) OQh U) Cn z O ch a. LLI LLI l SHEET A 6ml jl olk CORNER_�`/��\— \ FLASHING \ TAPE CORNER FLASHING TAPE FLASHING TAPE SIDE- FLASI TAPE FIN WINDOW TOP CORNER . NAILING SILL FLA SIL'. 1. CUT THE WATER RESITIVE BARRIER (1C) rW-ATER RESISTIVE BARRIERI R 1HST of CUT �- T - - � TH CUT, I I I MAKE A 6" CUT UP I + CUDI FROM EACH TOP CORNER AT A 450 I I ANOLE TO ALLOW THE WATER BARRIER TO I I ��TYPI I BE LAPPED OVER THE I I I FIN AT THE HEAD OF '�2ND�`I I THE WINDOW. I/V_ CUT _� I lO 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 #1. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (lE) $0 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 (Yz" FROM EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE WATER RESISTIVE BARRIER. 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 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. ' I 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS SHOWN. NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) 4. APPLY 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) I INniV111V V I EXTERIOR I I I I I I I I I I I I I O I I I I I I I I I I I I I L--- H. 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" O.C. W/(2)16d NAILS AT EA. TRUSS WEB MEMBER NAIL 2 X 4 BLKG TO 2 X 6 BLKG WITH 10d ® 8" O.C. NAIL 2 X 6 BLKG TO DBL TOP PLATE WITH 1Od ® 8" O.C. SIMPSON "MSTAM24" AT 32" O.C. W/ 5-1/4" X 2 1/4" TAPCONS IN MASONRY & 9-10d X 1 1/2" IN 2X6 STUD • 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 SHEATHING PER PLAN NOTE: * HOLD FACE OF GABLE END * HOLD FACE OF GABLE END TRUSS IN 3/4" BEYOND BILK. TRUSS OUT 1/4" BEYOND BLK. FOR CEMENTITIOUS FINISH FOR SIDING FINISH 2x4 BLKG. ® 48" O.C. (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING - GABLE END TRUSS 7/16" OSB SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d ® 6" O.C. NAIL EACH TRUSS VERTICLE WEB MEMBER TO 2 X 4 BLKG WITH (2) 1Od 2X6®16"O.C.KNEE WALL WITH SIMPSON SPH6 AT EACH STUD SIMPSON HETA20 0 EACH VERT TRUSS WEB (24" O.C. MAX) - 16d COMMON NAILS AT 6" O.C. TO 2x6 P.T. PLATE - EXPANSION JOINT AT CEMENT111OUS FINISH 2x6 P.T. PLATE CONT. W/ 5/8" DIA. ANCHOR BOLTS ® 32" O.C. OR W/1/2" DIA. ANCHOR BOLTS ® 24" O.C. ROOF SHEATHING TOE NAIL (2) 16d EACH SIDE 2x4 BLKG. ® 48" O.C. �� z 2x4 BLKG. ® 48" O.C. PRE-ENG. TRUSSES (2) 16d COMMON NAILS AT ® 24" O.C. EA. 2X4 LADDER FRAMING q\ GABLE END TRUSS 2x4 45' CROSS BRACING AT TRUSS MID -PT. AND AT AIR -INFILTRATION BARRIER 8'-0" O.C. (MAX.) OVER EXT. SHEATHING (SEE EXT. ELEV. FOR FINISH MAT L.) TRUSS SETBACK PER FRMG. PLAN 2x4 TRUSS BOTTOM 12 CHORD BLKG. AT ROOF SHEATHING EPER EV. 4'-0" O.C. REFER TO FRAMING PLAN HURRICANE STRAP ® EACH TRUSS PER TOE iNAI EDMEA..NSIDE FRMG. PLAN 8x8 U-BLOCK TIE -BEAM FILLED W/ CONC. & (1) #7 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDTN. PLAN GABLE END SECTION @ HIP ROOF Y—Y TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. @ 48' D.C. PRE-ENG. TRUSSES AT 24' D.C. — 2X4 450 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 (1) PAIR AT MIDPOINT 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0' D.C. REFER TO FRMG, PLAN — (2) 16d COMMONS TOE NAILED EA. SIDE 8x8 U-BLDCK TIE -BM. FILLED W/ CONC. & (1) #5 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER F➢N, PLAN GABLE END SECTION X-X 15/32' CDX PLYWOOD SHEATHING 2x4 BLKG. @ 48' D.C. �(2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING 2X4 STRONGBACK IF GABLE TRUSS IS �— TALLER THAN 8'-0' SI GABLE END TRUSS FROMFACE ❑rCONCEBLOCK 15/32' SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d NAILS AT 6' O,C, I 2X4 'T' OR 'L' STRONGBACK AT GABLE VERTICAL LONGER THAN 48' - CONNECT WITH 12d NAILS AT 12' O.C. i SIMPSON HETA20 AT EACH TRUSS VERT WEB MEMBER (24' O.C. MAX) 16d COMMON NAILS AT 6' O,C, TO 2x6 P.T, PLATE CEMENTITIOUS FINISH OVER FRAME CDNSTRUCTIION APPLIED 2 LAYERS OF AN APPROVED N WATER RESISTANT BARRIER MATERIAL OR 1 LAYER OVER AN APPROVED HOUSE WRAP. EXPANSION JOINT ATCEMENTITIOUSCSEMENTITIOUS xb IP_ PLATE CONT. W/ 1/2'x 8' ANCHOR BOLTS @ 32' D.C. r"77777 MASTER PLAN REVISION 2-3-17 �n Lo O v 1 W � O V q � �o DDW w �% r� Lp (A CV CD 0 W (p N � m � o" W^1 oxLLz U) fh a QJ W NCV mo) 0cco L` <� LIL o wODm UcvU W Z) U)F_w LO (/) O ti 7C M CL _j w h- SHEET A 61.2 F ROJECT 15-015-026 DATE DRAWN DRAWN BY 2-6-'17 MCA CAYMAN 1763 B2 LIVING 1763 SOFT GARAGE 387 SOFT LANAI 118 SOFT ENTRY 38 SOFT TOTAL 2306 SOFT OPEN TO FAMILY RM. BEYOND BAR TOP T0 0 0 0 B 0 KITCHEN FAMILY RM. BEYOND BAR TOP FILLER NOTES: W3 0 36 0 W3 0 12 0 W3 0 24 0 HOOD BREAKFAST ROOM 0 0 o ❑ o 0 B15 B 4 FILLER' 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 SHOWF R TILE AT 7'-0" A.F.F. 4. SHOWER HEADS AT 6'-8" A.F.F. M 1, 30" 7- RAID 0 a OPEN -6o Li TO I 0 HALL C° o HALL ARCH FILLER fW3 12 30" 0 0 W21 OPEN TO = RAD. 30 BEYOND (� o 0I Q OPEN SINK � L� 0 0 0 � o 0 0 0 0 B18 SB 36 Bl8 WALL MTD. LT. :GeS W.C. FILLER BATH 2 REF D KIT. AT SINK/DW/REF WALL M TD. LT. TILE MIRROR M. C. FI LLER LAV LAV J J 0 0 o o Q w o _ Y M > SHWR. VB60 M. BATH VANITY RAISI BAR1 W3030 W3030 0 0 0 0 LAUNDRY GREAT RM. WALL ELEVATION d- r7 WOOD TRIM 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" 0. C. 1 /2" DRYWALL KITCHEN BASE CABINET BARTOP DETAIL PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-17 in Lo m nj o ,rn W C.0 !N ct 0 M � Q lL N > N wilw m O I7D 0 Z J " d U Q w eo m U�iuU 0 N ~ N O � m c+M CL LLJ J LJJ F— PROJECT NO. 15-015-026 DATE DRAWN DRAWN BY 2-6-17 MCA CAYMAN 1763 B2 LIVING 1763 SOFT GARAGE 387 SOFT LANAI 118 SOFT ENTRY 38 SOFT TOTAL 2306 SOFT SHEET A 7mO 12 NOTE: ALL DUCTWORK PENETRATING GE CEILING SHALL BE R-6 GLASS DUCT WORK. AC-1 EQUIPMENT SCHEDULE: MFG. CARRIER 3 TON C. U. CH 14N B 0360OG A.H.U. FB4CNF042 HEAT 05 KW COOLING CAP. 35,600 HEAT CAP. 34,000 ELECT. 208-230-1 BRKR. CU — 35 AHU — 30 REF. LINES 3/4 & 3/8 S.E.E.R. 14.00 HSPF 8.5 R VENT I WALL RETURN GRILLE SUPPLY DUCT A_H.U. DRAIN DRYWALL STAND AIR HANDLER DETAIL HVAC PLAN 1/4" = 1'-0" FAN SUM nAom" Pom SLPPLY —..� r v AIR COOLED CONDENSING UNIT SLAB MOUNTED KT� PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-17 oC CY) W Lo Lo c- N O m W (p N ~ rn o O Q " N w 0 O N o u Z Q ^ N Q � U W co m C) c"i V O<Lu � In Z N O M d W J W H f::-::::::� SHEET A 8m0 PROJECT NO. 15-015-026 DATE DRAWN DRAWN BY 2-6-17 MCA CAYMAN 1763 B2 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 118 SOFT ENTRY 38 SQFT TOTAL 2306 SQFT i 1 Cyr l C? TRUSS WEBBING IS DESIGNED w 22x4 SYP#3 NOTED OTHERWISE, SEE ENG'g FOR SPEC's HATCH LEGEND . 18' - 8" Clg. Hgt. 8' - 0" A.F.F. 12' -11" A.F.F. AREA I CALC FLOOR 0 Tu ROOF 2768.63 FASCIA 189.67 h HIP LINE 32.5 N VALLEY LINE 0 N ' SHEETING AREA UNDER VALLEY TRUSSES AND WASTE MATERULL NOT INC DED KDR N VERIFY CALCUTATIONS "NOTE: ALL TRUSS TO WALL AND/OR TRU S TO — -- -- LEDGER CONNECTIONS BY BUILDER (UNLESS NOTED OTHERWISE) y ` " ` _ E m ` v o a� NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) a �' ' ' 0 ---- __ ed� " NOTE.- THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. W r o a N THE BUILDING DESIGNER IS REPSONSIBLE FOR THE E d T cc o ` s a STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. > e > „ o .E v E c a - v REFER TO THE INDIVIDUAL TRUSS ENGINEERING 5 o _ = a DRAWINGS FOR GRAVITY AND UPLIFT LOADS. � _ Oc_ _ = E Z v --_Ja`==m== f FOR BRACING & ERECTION DETAILS REFE = N = r ti ^ =!! �.— TO BCSI-03 AND/OR ENGINEER OF RECOR t " = = W V I� = 7E 0 O. G O O O W Q � O � 1.� N N Y•_ _ •/� " REPRESENTS THE LEFT SID OF EACH TRUSS DRAWING �..., --- __ =ate d e ��•M = m NL- � N O. v, O O O.__ O L.. C -2 C O= /�� V d a GI O N a Vim. L I I L--) m Al 0 p N O 4 r l F ne vL-.a� e d s•"� N t4 S a `m e o c O --- Ia N � d • � � a HANGER BY BUILDER V- - --- - � 3 s2 LOADING ROOF FLOOR-- _ �— -WIND LOAD C = LIVE LOAD 20 ASCE 7-10 0 DEAD LOAD 7 160 MPH EXP B e a= o F LIVE LOAD 10* -- �~ r E 6�1 0 CATEGOR II a = ` C C p a O =l � c a m v DEAD LOAD 10 ENCLOS"D � E o - = _ N TOTAL LOAD 87 FBC-20 4 c e a - 15 _ O O m L a ? DURATION FACTOR 1.26 ` TPI - 20 7 REV DATE BY RE MARKS � �" � = c = - m c m m = ii .o i 3 = g a N c ; CE- It - -=s Is understood that above - s E = dl I conditions have been reviewed ❑ APPROVED o g�cd� & are acceptable for the - oa � I fabrication at trusses, ❑ APPROVED AS NOTED j elevations, pitches, overhangs, ❑fascias,ceiling REVISE AND RESUBMIT E e a elevations/pitches, bearing o d d M d conditions & all detail pertaining REJECTED to this truss placement plan. No back charges will be accepted ` " L without previous written DATE " W - d = N 1 v o 2 w _ `a approval from an A-1 Roof _ o o .a a Trusses representative. -- _ ' - `" -- -- __ REVIE EO BY a, � a a - = ` ' PLAN DATE ARCH• 02/03/17 STRUCT: E d __/-_/__ .v. d E j > a j CUSTOMER RENAR HOMES JOB NAME McCant, RESIDENCE/ CAYMAN MODEL 1763, ELEVATION _ a _ R o LOCATION : 93348RE4f(ERSROW, FIP/ERCE, FL _ = r _ - >^ vL E v N a s a v �zll COMMNTY 1„ e d o r Pe =I / LOT # MORNINGS/DE e o o d ,ff —. .—_._J E c o = c = vl BLDG BLDG _ a d - SINGLE FAMILY 3 TYPE a d 3 s # JOB # 67900 MASTER XRMSCM 2 j = o, o d •N � e mll DRAWN e c o t E iDATE 02/09/17 SCALE o o Q r e =I RH N.T.S. cos da s = O a o• -- H y�. E l — a O = A=1 ROOF ,_ mz NNNNNNNI !d N� a ` TRU55 = _ �I A FLORIDA CORPORATION _'! Ph 772-409-1010/ Fax 772-409-1015 c a t, N _ p O = un .0 •E a http.//www.a9truss.com I� = 2 v .n a � _ o _