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HomeMy WebLinkAboutBUILDING SITE PLAN1,qb jr--�ca- PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: LOT 53-BLOCK *-_PHASE IIA, RAINWOOD CT., FT. PIERCE, FLORIDA 34945 CONTRACTOR: GLENN DAVIS CBC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, 'WINDOWS, & SKYLIGHTS: OPENING ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT APPROVAL DESIGN PRESSURES HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16 TEMPERED 1/4" X 3-3/4 TAPCONS SPACED 3" FROM CORNERS, 14' O.C. MAX. SILL: 1/4" DIA. X 2-1/4' FL15225.5 +40.0 - 40.0 PSF W/ SDLT. SMOOTH STAR TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON «>> WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK FL9174.6 +39.2 -43.7 PSF ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 8068 S.G.D. SLIDING GLASS DOOR SERIES 420 MI WINDOWS AND DOORS 3/16" TEMPERED HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17" FL15332.6 +/- 40.0 PSF (MIN) O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX. ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 0 WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2) 1/4" DIA. 0 GLASS BLOCK 8"x8"x4" MULIA, INC. TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN. EMBEDMENT NOA 15-0916.12 +/- 90.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE #10 WOOD SCREWS (1-1/4' MIN. EMBEDMENT FIXED GLASS FIXED 185 MI WINDOWS AND DOOR'S 1/8" ANNEALED ANCHORS 6" FROM CORNERS, HEAD& SILL: 18" O.C. MAX., JAMBS: 18" O.C. MAX. FL15349.1 +/- 60.0 PSF (MIN) GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH ASPHALT SHINGLES CAMBRIDGEAR TAMKO BUILDING «>> TO PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" FL18355.1 PRODUCTS, INC. ABOVE BUTT EDGE, APPROX. 1" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT. PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICAN CONSTRUCTION MATERIALS «>> ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +/- 50.0 PSF (MIN) "SAFETY EDGE" TOWN & COUNTRY METHOD OF ATTACHMENT: DIRECT MOUNT HURRICANE SHUTTERS «>> ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL12856.2 +/-54.0 PSF (MIN) STORM PANELS INDUSTRIES, INC. 33 PSF: 16" O.C. SPANS UP TO 5', 9.9" SPANS UP TO 9'-2", 38 PSF: 15.8" 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" TABLE R3012(1) CI IMATIC. AND r:FDQRAPHIC nFSIGN CRITERIA GROUND SNOW WIND DESIGN SEISMIC DESIGN r SUBJECTTODAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD HAZARDS" AIR FREEZING MEAN ANNUAL TEMP Speetl° Topographic VJeatheringa Frost lineb remote. LOAD (mph) effecter INA) CATEGORY depth TEMP` REQUIRED^ INDEX WA See Fig_ R301.2(4) N/A Negligible WA Very N/A NIA WA Heavy For SI: 1 pound per square feat = 0 0479 kPa, 1 mile per hour = 0,447 m/s. a. Weathering is 'negldtiW for concrete as determined from the Weathering Probability Map [Figure RW 1.2(3)). The grads 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 a range infestation per Figure R301.2(6) is 'very heavy." d. "it speed shall he from the basic wind speed map [Figure R301.2(4)]. Wind exposure category shag be determined on a site -specific basis in accordance with Section R301 2.1 4. e. The outdooe design dry-bulb temperature shag be selected from the columns of 97 1/2-percent values for winter from Appendb D of the Florida Budding Code, Plumbing. Deviations from the Appendix D temperatures shall be penndted to reflect local climates or local weather experienr� as determined by the building official. E Reserved. 9. The applicable governing body shall, by kn-,al floodplain Floodplain management ordinance, speedy (a) the date of the pOsdiction's entry into the National Flood Insurance Program (date of adopbon of the first code or ordinance for management of flood hazard areas), (b) the date(&) 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, i. 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 R302.9.2 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 = 2.343.0 SO. FT. / 150 (F.B.C. R806.2) = 15.62 SO. FT. PARAMETERS: LINEAR FEET OF 16' WIDE SOFFIT = 165.5% 12' WIDE SOFFIT = 43.1', 8' WIDE SOFFIT = 49.0' SQUARE FOOTAGE OF SOFFIT = (165.5' X 1.33') + (43.1' X 1.0') + (49.0' X .67') = 296.0 SQ. FT. NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SQ. IN. / SO. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 296.0 SQ, FT. X 11.74 SQ. IN. / SQ. FT. X 1 SQ, FT. / 144 SQ. IN. = 24.14 SQ. FT. CONCLUSION: VENTILATION PROVIDED = 24.14 SQ. FT. > VENTILATION REQUIRED = 15.62 SO. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE I have reviewed the above product approval information and approved it. Name: i%61h Signature:'" Certification Number: tiq Date: k 17 ( ( t ( 0 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 2017 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE 0 to 19.9 27.7 PSF / -30.0 PSF 20 TO 49.9 26.4 PSF / -28.7 PSF 50 TO 99.9 24.7 PSF / -27.0 PSF 100 TO 499.9 23.5 PSF / -25.9 PSF 500 AND ABOVE 20.6 PSF / -22.9 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (SCE. FT.) DESIGN PRESSURE 0 to 19.9 27.7 PSF / -37.0 PSF 20 TO 49.9 26.4 PSF / -34.5 PSF 50 TO 99.9 24.7 PSF / -31.2 PSF 100 TO 499.9 23.5 PSF / -28.7 PSF 500 AND ABOVE 20.6 PSF / -22.9 PSF *PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION) TYPE OF CONSTRUCTION: CBS X 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' FRAME OPEN 160 MPH X OVERHANG:1.33 FT ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND PRESSURES: ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X PARTIALLY ENCLOSED 170 MPH MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITIOP FILE COPY RECEIVED AN 16 2019 Permltt/np :INp,9rE1P MICHAEL C. ANDERSON (0/(ZIld FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-16-18 to to rn �- N o W c N w -j >< ct cn Q LL 00 m � ❑ ❑ N_ W � m O co r N J WLLCa'OU QU�(vU W O Q L0 U) O (7) [1 W J w F- PRIOJECT NO. 17-015-053 DATE DRAWN 8-30-18 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET St. CIVR 3 in `>� 30 asNg ao � z c'`ilak3 O D C U O w j00, Mn Inxt7O `reV3' C, w z0 0 <uw n ��`oz a v z u $ i Cc ac F- 0 3�� a O'n Uf W n O g E3 I9ti u, Z a p i 4x County 7'-0" C 23'-0" 23'-8" 6'-10" 5'-2" 14'-8" 15-0" 36" SQ. X 16" DEEP CONC. FTGS. W/ (3)-#5 EACH WAY r — - r- I—J G L�- 1 14'-4" 1 I DG ' I i 1 CONC: SLAB a A DETAIL 1 ■ ■ ■ ■ ■ a 2'-8" 0 8'-0" S-8" I o _ -01) I I E E N � A I ■ ■ i HB Ij L--------------I 1 1/2'1'-8" 2'-6" N RECESS SLAB 1 7 5/$" FOR S.G.D. ro — — 0 1 ( ■ I I i t r� I OD o LAV LAV i I. ■ I o o M II I t %' i%/ll�. rn rn INDICATES C.M.U. CELL FILLED W/ CONCRETE AND (1) #5 VERT. REBAR CONT. FROM FOOTING I 01 j �f/� I I TO TIE BEAM (TYPICAL)10 WC _ - SHWR. ■ ( 9'-4 I■ 1 3 1/2- ORB 3 1 /2" 10'-7 5/8" I °O I SHOWER o 1 1 u) II SINK W/ ■ 1 I I DISP. 1 ■ I 0'-0" II i o T REFERENCE I FINISH FLOOR o d I I ■ ■I W I 0 o I 4" 2500 PSI CONC. SLAB W/ 1 A N oto FIBER MESH, ON 6 MIL. POLY 1 , I 1 VAPOR BARRIER OVER TERMITE � i M I TREATED COMPACTED CLEAN I `o ■ FILL. I 1 ■ i+� I 1 I I 1 H 1 W. o ■ I 1 "' I to 1 r- TUB/SHWR ■ H1 I WH WC Bi iv ® LAV 1rl ■ ------- [2 L�j I a- 1'-1 5, 8" I o J 2'-2 1/2" 1 N 1 1n 1 a ao ' I I A U' 1 toco I , �, ■ ul I N I I I �, I I ■HB- 0 I ro 1 I� I DOWN " I A I I F I i ATOGAR. DOORPE 00 00 �� I L----- -- L --- _j 1n g �� I■ I 1'-8" S-10" 12'-4" 0 G 1 20" 6'-4" r� 38'-0" 16'-0" 19'-4" 20" CONC. A/C PAD U) 6x6 - 10x10 WWF 6x6 - 10x10 WWF w OR FIBER MESH OR FIBER MESH Q CONC' $ 0 I > SLAB o -� 2-#5 2-# BARS 8" BARS g DETAIL 1 CONC. w SLAB > � _ o GRADE 2-# 112"(MIN) BAf�S BELOW 8"1'-4' D DETAIL 1 2-0 DETAIL C DETAIL 1 6x6 - 10x10 WWF OR FIBER MESH CONC. 1•-0 SLOPE SLAB ## * GRADE BAR 1'-4 F DETAIL 1 CONC. 1-#5 SLAB I B AR 00 4"8" I G DETAIL 1 5 1/2" FRAME 7 5/8" BLOCK w CONC. SLAB ft r�i , ri I 2-#5 A 1'-4" BARS %JJ DETAIL - S.G.D. 1 CONC. 8 VARIES 8' SLAB N SHOWER RECESS M L DETAIL 1 NOTE: ALL FOOTINGS DESIGNED FOR 2,500 PSF SOIL BEARING CAPACITY DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC — 71'-0" A — 58'-9' BD = 64'-6' BF = 68'-6" UIMLN51UN5 AKL ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 3" V.T.R. �I I r ; I 1 , I I , I I , 1 I I I I I I I 1 I I I I I 1 /4" = 1'-O" 2" TUB/ SHWR. 1-#5 CONC. BAR SLALl —� 4$„ a H DE TAI 1 CONIC. 2-#5 SLAB BAR 1,_4" 4 4" K DETAIL 1 SHOWER CONC. RECESS SLAB AT WALL M d GRADE c 2- 1 BJS M DETAIL' 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG, PER DEPTH " 3" MIN 3MIN. — DETAIL FOOTING & REBAR 1'-0" TRANSITION PIPE THRU PF FTG. DETAIL 1 2" LAV 3" 3" V.T.R.1 �� I ,r 1 r ' I 1 , 3" W.C. 1 2 LA�/ I , I Ld CONC. w SLAB 7 Q f I DETAIL 1 CONC. SLAB 4"--1� 8"1 G, DETAIL 1 2" V.T.R. I I I I I 2" SINK I1 2" V.T.R. J I I 3" I I 1 2" WASHER 3" CLEAN OUT yy C. i 3 3" MAIN 1 1 TO SEWER 2" 1 OR SEPTIC TANK TUB/ SHWR. SCHEMATIC PLUMBING RISER MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418- 2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION ti OCYD Q co q iF o v 1 Q) 4d �l Lo Lo rn c- N o 0) W (p n �oW _j-1rnr V' M Q fn -Q�QO 0 _j C) o J m O 00 N m QJ r- LL rn U W 1= w (9 ZOQ�U cn Z Lo ti O M W J w H PROJECT NO. 17-015-053 DATE DRAWN 8-30-18 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET li A lm0 it I N 1 Lo 0 Un 0 I N uE 0 +6'-8" HDR. HT. 0 HDR. HT. EGRESS O HDR. HT. EGRESS 23'-0" 15'-0" -4. CONC. COLUMNS 1'-4 TOP +8'-0" A.F.F. ■■ _ __ ■■ • CONC_ LINTEL ABV. • 0 SOT. +6'-8" A.F.F. 23'-8" I i� I 14'-4" 14'-2" O +7'-4" I HDR. HT. I EGRESS 3'-8" I R/S8'-0" --- -- iv O I ofC14 I _ _8'-0"_CLG. — _ 8'-8" CLG. 8' CLG. O I� I ■ ■ ■ ■ i 9'-0.1 I i° 13'-7 1/2" I 14'-1 1/4" R/S MASTER BEDROOM ■ U I N H. X4 COFFER F2" NEWALL I MoII.,Y ROOM TAIiII CLG. 41 VAULTED CLG. ■■■ - 2'-9 1/2azH. II •■ WALL 8CLG 2'-0" B2 W P.T2-2X4V204 sN TYP. - I III 10'- 3_ 4'-1 3'-0" 5.-0 5'-7" 11'-4" RAISED C0" RAISED BARTP- - -II 2'-3 1/2" DEN/BEDROOM #4 BARTOP SINK W/ po VAULTED CLG. DISP. MLVING R io CATHEDRAL CL KITCHENl VAULTED CLG.00cvI, II R/S 04_ to L — I Z • ® R/S M N ■ I I in w � °; BREAKAS" I ' VD CLG 5' -7 3/4" 5-4 1 /4" 15'-15 1 /4" 0 UZ ¢a_ " 9'-6 1/2- I 5 11 ■ BEDROOM #3 N VAULTED CLG. M i \ 4 -4" 5'- ' N I DIMING ROOM 1 8' CLG. N CATffRAL CLG. j 5 - N • I 8'-0" 8' CLG_ ® i 4 AC 1 D. I - - — — M.T. O ■%�18' CL 4 O 18'-3 1/2" O II II 7'-8" 3'-7 1/2 7'-1 3/4" 31" IN VAULTED CLG. C) z" I I " co CNO M.T. f rn 1 i I 22"x54" x ATTIC ACCESS iv R/S— 9 ■ • — — — ■ 8N) O HDR. HT. O 10'-4" GARAGE ABV. 8' CLG. • • 00 +11'-4" • 6'-0" 1'- 3'- 3/4 CLG. HT. 0 I BEDROOM #2 s W. ARCH ABV. 8' CLG. SEE ELEV. +6'-8" — — — — 10 OA HDR. HT. 0 0 Of IN I EGRESS I • Y m 0 0o w N 1'-8' Lai 3'-10" 8'-6" 20" 16'-0" 20" 19'-4" 12'-4" 6'-4" 38'-0" e 0 0 I 0 I N 0 I po 0 I 0 o flo O +6'-8" Lo HDR. HT. SHELF ABV. DRYER V_ T. W_ COND i� 1 0 FOYER ARCH ELEV. FLOOR PLAN 1 /4" = 1'-O" 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 6 INT. DOOR 5 2068 POCKET 1 INT. DOOR 6 2468 POCKET 1 INT. DOOR 7 2668 SIFOLD 1 INT. DOOR 8 4068 BIPASS 3 INT. DOOR 9 2068 BIFOLD 1 INT. DOOR 10 16070 OVHD. DOOR 1 GARAGE DOOR 11 2868 POCKET 1 INT. DOOR WINDOW SCHEDULE 0 SIZE PER R.O. SUPERLDG. Q REMARKS A 35 SH ELLIPSE 1 MUNTINS B 25 SH 2 C 41W. X 3'-4"H. GLASS BLOCK 1 D 33 SH 1 E 1/2 33 SH 1 OBSC. TEMPERED F 35 SH 1 G 64"W.x36"H. EYEBROW (28" LEGS) 1 15 LITE 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH FBCR 2017 WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. INlei Iall 1_ WOOD STUD SPACING: (UNLESS OTHERWISE NOTED ON PLANS) -EXTERIOR FRAME WALLS AT 16" O.C. -INTERIOR FRAME BRG. WALLS AT 16" O.C. -INTERIOR FRAME NON-BRG. WALLS AT 24" O.C. -KITCHEN CABINET WALLS AT 16" O.C. 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE UNLESS OTHERWISE NOTED 3. CONC. BLOCK WALLS ARE DRAWN 7 5/8" WIDE UNLESS OTHERWISE NOTED 4. TOOL CONC. BLOCK JOINTS INSIDE GARAGE WALLS (BRUSH & CLEAN) 5. DOOR & WINDOW ROUGH OPENINGS SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BEARING WALL +8'-0" UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON (B 1 j i f l FL. LIC. AR0017305 7777 REVIEW REVISIONS MASTER PLAN REVISION 8-16-18 r ti o Q CrD o 0 (1' I w C�d cy)� o r� Lo r rn r C14 L O w co N w _j X m 0Jd'o 0(.0 �z J m O co N J r ^Wj mQwrnU �w1=coCD Z O Q ti U lyU)Imo--w L<7UO ci a w w H PROJECT NO. 17-015-053 DATE DRAWN 8-30-18 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET JJ SHEET A 2mO STUCCO FINISH PERIMETER CAULKING CONC OR MASONRY Ix P. T. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENED a J COIL NAILS AT 24' 0/C. L DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ W/ 3-1/4' x 1/4" (MIN) TAPCONS AT 24" 01C MAX IN PREDRILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) DOOR FRAME FASTEN TO SILL W/ 16 x 1' SCREWS 0 2'-O' 0/C FLOOR COVERING .01 606° °off O .. �CROUTNCR TED COONCRETE SLAB SILL DETAIL (SGD) REAR ELEVATION 1/4" = l'-O" NOTES: 1. HOLD ALL WOOD FASCIA/SOFFIT 3/4" ABOVE ROOF SHEATHING. 2, WALL FENESTRATION PER FBCR 2017 703.4 3. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS, FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF ROOFING CEMENT. 4. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2). 12 61 — — TOP OF BLK — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —---------------- kmnr. CLLv co Ll I p �o LEFT SIDE ELEVATION 1/4" = 1'-0" tx3 OR 1x4 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 F ALUMINUM FRAME FASTEN THRU BUCK I 3/16'0 1/4" TAPCO SCREWS 0 24' 0/C MAX. IN PREDRILLED HOLES BY MANUFACT PERIMETER CAULKING CEMENRROUS FINISH HEAD DETAIL WIND❑W co _ I p� m 3p 2 --I----------------------------- RIDGE HEIGHT — — — — — — — — — — — — — — — — — — — — — +17'-10" A.F.F. 6" SQ. RAISED 24" SIDE WALL BLOCKS (PROJ. 3/4") j 12 TRIM RETURN W/2" SPACE BTWN. 16 CEMENTITIOUS COATING ON LATH +10.-10" A.F.F. DOD O 6'-2" ENTRY TRUSS BRG. — RAD._ _ ------------ — — — — — — — FOYER +11'-4" A.F.F. WDW. HDR. HT. 6"W. RAISED TRIM +10'-4" A.F.F. (PROJ. 3/4") TOP OF BLOCK — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - +8'-0" A.F.F. CEMENTITIOUS COATING ON BLOCK TOP OF SLAB _ +0'-0" A.F.F. _ (REF. ELEV.) 4"W. RAISED BAND (PROJ. 1-1/2") ALIGN TOP W/ 1 WINDOW SILL RETURN BAND 24" ALONG SIDE WALL(S) FRONT ELEVATION 1/4 = 1 -u ATTACH 1-1/2' X 4-1/2" P.T. BUCK TO BLOCK MATH: CONC, OR MASONRY HEAD: 1/4' X 3-3/4' TAPCONS SPACED 4' FROM CORNERS, 3" & 6" FROM MUWON. JAMBS 1/4" X 3-3/4" TAPCONS SPACED 4" FROM CORNERS, 18.94' D.C. MAX. DRYWALL BOARD--- - CEMENTIDOUS FINISH 16"OVERHANG DOOR TRIMr4[ PERIMETER CAULKING TYPICAL UNLESS OTHERWISE NOTED DOOR TRIM ATTACH DOOR FRAME TO 2X P.T. BUCK WITH: HEAD: /10 X 2-t/Z" PFH WOOD SCREWS SPACEDFROM CORNERS, 3' & 6" FROM MUWON. JAMBS:#10 X 2-1/2" PFH WOOD SCREWS SPACED 4' FR CORNERS, 1&94" O.C. MAX. — ALIGN TOP OF TRIM W/ GARAGE DOOR HEADER HEAD/JAMB DETAIL (2X BUCK) EXT DOOR ALIGN TOP OF BAND W/ BR. 3 WINDOW SILL HT. CONC. OR MASONRY DRYWALL B DOOR ATTACH DOOR FRAME TO BLOCK WITH: HEAD: 1/4' X 3-3/4" TAPCONS SPACED 4" FROM CORNERS, 3' & 6' FROM MUWON. JAMBS: 1/4' X 3-3/4" TAPCONS SPACED 4" FROM CORNERS, 18.94' O.C. MAX. — 3/4' x 4-1/2' P.T. BUCK SET IN SEALANT AND SECURED W/ CASE HARD NAILS 0 12' O.C. (MAX) ALUMINUM FRAME FASTEN THRU BUCK W/ 3/16'x3 1/4' TAPCON SCREWS 0 24" 0/C MAX IN PREURILLED HOLES BY MANUFACTURER PERIMETER CAULKING CEMENTITIOUS FINISH CONC. OR MASONRY Ix3 Of? ix4 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COL NAILS AT 12' 0/C. MAX. DRYWALL BOARD CAULKING JAMB DETAIL WIND❑W ALUMINUM FRAME SECURE FRAME TO SILL WITH SILICONE 1JQO° LPRECAST OR POURED SILL PERIMETER CAULKING SILL DETAIL WIND❑W RIGHT SIDE ELEVATION DOOR THRESHOLD SET IN BEAD OF CAULK AND FASTENED TO SILL WITH 1/4' DIA X 2-1/4' TAPCONS SPACED 3' FROM CORNERS, 3' & 6' FROM MUWON PERIMETER CAULKING FLOOR COVERING CEMENTTTiOUS FINISH -o 0 PERIMETER CAULKING OO° � b .O 600° DOOR TRIM o PERIMETER CAULKING CONCRETE SLAB —12T I6 1/4' = l'-O" 24" SIDE WALL TRIM RETURN TOP OF SLAT +0'-0" A.F.F. (REF. ELEV.) TOP OF BLK +8'-0" A.F.F. TOP OF SLAB +0'-0" A.F.F. MICHAEL C. ANDERSON MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 / L 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 co O C�d (�' I co W rn C) N O O � O W � N ~ w o -1 ~ -1�MX (1) OD Q Li: of iW> LL O co of 0 co -j 0 J m � N ` W J W LLtcOU` w ZOQ�U UJ U) 'n 0 � 2 (h a w J W H SHEET A 3.0 HEAD/JAMB DETAIL QX BUCK) SILL DETAIL EXT DOOR EXT DOOR PROVIDE 2x4 BOTTOM CHORD BLKG. AT 48" O.C. SEE NOTE #2 1'-4" - OH ml, 1'-4" - OH ®# 1/2"0 A.B. AT 32" O.C. IN LINTEL SEE GABLE END SECTION XX SHEET A6.1 NO B-6 I xi I 8-11 I I B-7 — — s CFLA I I I /q I I II II 2 "X" B CING II TYP. I I I I II 8' FLAT I CLG. COFFER CLG. I VAULTED CLG. VAULTED CLG. II I VAULTED CLG. I I VAULTED CLG. kL I I I I CATHEDRAL CLG. 8' FLAT CLG. 7T I 8' FLAT CLG. VAULTS CLG. 8' FLAT CLG. �(2)2x — _ i x 22"x54" ATTIC ACCESS 2X4 @16"O.C. KNEEWALL TOP I I 0 — — — — — — — I I Z.H. 6 2 — 6 `-0 — �_\I—t=—' �o a = co o B-2 P.C. HDR. BOT. +6'-8" AFF .10 2x4 "X" BRACING TYP. 2x4 BOTTOM CHORD BLOCKING TYP.-SEE NOTE #2 OH um --1'-4" OH 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.) SIMPSON (2) HTS20 < 2900 > 24-1Od X 1 1/2 TO PLATES 24-10d X 1 1/2 TO STUDS SO F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF REBAR AT BOTTOM Of LINTEL CAVITY F16-1B/1T LQUANTITY Of GHT REBAR AT TOP TYPE DESIGNATI❑N NOMINAL WIDTH J #5 REBAR AT TOP MIN. (1) REQ'D J C.M.U. N Z GROUT ;u • #5 REBAR AT BOTTOM OF LINTEL CAVITY 7-S/ ACT 8' NOMINAL WIDTH 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" 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" 8F16-1B 6113 PLF 3547 PLF B-4 64" 81716-1B 5365 PLF 2290 PLF B-5 54" 8F16-1B 6039 PLF 2507 PLF B-6 70" 81716-1B 1459 PLF 1272 PLF B-7 112" 81716-1B 1818 PLF 980 PLF B-8 64" 81716-18 5365 PLF 2290 PLF CONNECTOR PER ANCHOR SCHEDULE ROOF TRUSS OVER ENTRY DBL. 2x4 TOP PLATE PLACE 2 X 4 STUDS OVER A — EACH TRUSS (2'-0" O.C.) 7/16" O.S.B. 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/ 2-3/4" MIN. 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 LL/17 D.L.) 2. #2 OR BETTER 2x4 BLOCKING AT 4'-O" O.C. WITH 2 EA. t6d 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 HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR (REF. ELEV. 0'-0") 7. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS V-4" UNLESS NOTED OTHERWISE MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON %U /o u b FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-16-18 ti O C/)�� c ) �F q N O O 46 co O C� to Lo m N C7 m W m N w _j CD ct0 !/) - Q 00 z W > — C) IN 0 in0co(o �mO�N 1 UJI ZOQ�U �"nU)0 n = M 0_ W J W H PROJECT NO. 17-015-053 DATE DRAWN 8-30-18 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148SQFT ENTRY 100 SQFI TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET JJ SHEET A 4mO `i2 PREWIRE I I I I � I I I I I XH` C� L------� tJ � S. ry S.D n O OS.D. C.M.D. I I I I I II PIR RE I ,I I /I I I ' I S.D. / ' I 0 0 I EXH. - FAN ce L'. S.D. n F — — — — — G.M.D. S.D.O PREWIRE 4II vlllll�= lawl COACH LTS. PREWIRE 5'-0" GFI 0 OUTLET FOR f MICROWAVE l GFI I i S.D. waL An I I, 3 GFI � � � WH� n DISC. i 22"x54" i ATTIC ACCESS W/ PULL CHAIN LIGHT ABV. GFI GARAGE DOOR ELEC. OPENER PREWIRE PANEL - - n i I METER COACH LTS. PREWIRE FEEDER 120/240V-1PH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 AMP BUS AMPS 2QQ A/C 22,000 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 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 ELECTRICAL LOAD CALCULATION 2074 S.F. AT 3 VA 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH LAUNDRY CIRCUIT RANGE 1 WATER HEATER DISHWASHER DISPOSAL DRYER SUBTOTAL FIRST 10 kVA AT 100% REMAINDER AT 40% TOTAL OF OTHER LOAD 10 kVA OF AC AT 40% TOTAL 23,480 VA DIVIDED BY 240 V POOL SUB PANEL TOTAL USE 150 AMP SERVICE EXTENT OF AREA FOR VINYL OR TILE PER CONTRACT NOTE: ALL TILE AREAS TO BE ON DIAGONAL ELECTRICAL PLAN 1/4" = l'-O" 6.2 kVA 3.0 kVA 1.5 kVA 12.0 kVA 3.0 kVA 1.5 kVA 1.5 kVA 33.7 kVA 10.0❑ kVA 9.48 kVA 19.48 kVA 4.00 kVA 23.48 kVA 97.8 A 30.0 A 127.8 A 3 #1 CU THHN OR AL. EQUIVALENT 2" CONDUIT 150 30 CKT PANEL 0 150 METER M.C.B. 2" RIGID O.H. SERVICE F.P.L. NO. 4 CU. WIRE—n TO UFER GRND. SCHEMATIC ELECTRICAL RISER (BACK TO BACK SERVICE) ELECTRICAL NOTES 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFl 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 2017 F.B.C. LEGEND SURFACE MTD. CEILING FIXTURE PENDANT FIXTURE %Q RECESSED LIGHT K> WALL MTD. BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE FV WALL MTD. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT 4& EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) �OO WALL MTD. SMOKE DETECTOR O CEILING MTD. SMOKE DETECTOR CEILING MTD. CARBON MONOXIDE DETECTOR -K= CHIMES CHIMES PUSH BUTTON TELEPHONE JACK CABLE TELEVISION JACK 110 V. DUPLEX RECEPTACLE 1/2 SWITCHED 110 V. DUPLEX RECEPTACLE 110 V. GFI DUPLEX RECEPTACLE EOE 220 V. RECEPTACLE ® DEDICATED 220 V. OUTLET ❑ 110 V. JUNCTION BOX SWITCH @ 42' A.F.F. Q RHEOSTAT SWITCH @ 42' A.F.F. TP � TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION i� ELECTRICAL DISCONNECT MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL LIC. AR0017305 PLAN REVIEW MASTER PLAN REVISION 8-16-18 Lo Lo rn �w U 0)� N _j-n M � V XLoJ p>0 co coo O N o coWF-:(00 ZOQnU W�ccoz c) a W LU H PROJECT NO. 17-015-053 DATE DRAWN 8-30-18 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET A 5mO NOTE: ROOF UNDERLAYMENT SHALL COMPLY WITH SECTION R905 OF THE FLORIDA BUILDING CODE (6111 EDITION) 12 IPER ELEV R-30 INSULATION 1/2" CLG. GYP. BD.- 8"x8" U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 REBAR CONT: PRE-ENG'RED PRECAST LINTEL SEE SHEET A 4.0 FOR DETAILS NOTE: SCREWS FOR DRYWALL ON WALLS: 1x4 P.T. MAX. EDGE SPACING: 7 PLOYCEL SEALANT MAX. FIELD SPACING: 16" SCREWS FOR DRYWALL ON CEILING: MAX. EDGE SPACING: 7" P.T. WOOD BUCK MAX. FIELD SPACING: 12" ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) MARBLE SILL ARCHITECTURAL FIBERGLASS SHINGLES OVER 30# FELT ON 15/32" CDX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) 1/2" DRYWALL ON 1x2 P.T_ FURRING ® 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER 4" 2500 PSI CONC. SLAB W/ FIBER WD• BASE MESH, ON 6 MIL. POLY VAPOR BARRIER OVER TERMITE TREATED CLEAN FILL COMPACTED TO A MINIMUM DENSITY OF 95% AS I DETERMINED BT ASTM D-1557 I -I o PRE-ENGINEERED ROOF TRUSS - CONCRETE "U" BLOCK TIE -BEAM TOP COURS HORIZ. 2X2 NAILED TO VERT. 2X2'S W/ (2)-10d NAILS HURR. STRAP 0 EACH TRUSS REFER TO CONNECTOR SCHED. TYP. O.H. R ROOF PLAN - TOP _OF_BLOCK REFER TO EXT. ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT -�WDW. HEIR HT. \, T PLA ER PNS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS 5/8" MIN. CEMENTITIOUS COATING OVER 8x8xi6 CONC. BLOCK 1-#5 VERT. BAR TIED INTO #5 BAR DOWEL W/ STD HOOK AND RUNNING INTO LINTEL (LOCATIONS PER FDTN. PLAN) N 0'-0" - - TOP OF SLAB FINAL GRADE STUCCO STOP AS REQ'D PER LOCAL BLDG. DEPT. -CONC. FTG. PER FOUNDATION PLAN TYP. EXT. BLOCK WALL ALCOA TRADITIONAL "F" CHANNEL W/ 5/8" CASEHARD "STUB" OR "T- NAILS ® 10" O.C. IN CONC. BLOCK. OR WITH 8d NAILS ® 10" O.C. IN WOOD 2X2 NAILED TO EVERY OTHER TRUSS TAIL W/ (2)-10d NAILS `ALUM. NAILS 0.12 DIA. SEEP N SHANK 3/8" DIA HEAD 1-1/2" LONG ® 6" O.C. ALUM. NAILS 0.12 DIA. SHANK 3/8" DIA HEAD 1-1/2" LONG - (2) PER SOFFIT SEGMENT SOFFIT DETAIL ALUMINUM SOIFFIT #V- TIONAL 44�D N.T.S. F II II II I II I I I I I I I I I I I I I I II 11 I ----- EXTERIORFRAMEFRAME WALL TO LINTEL 2x4 STUDS 0 SPACING PER PLANS VERTICAL FILLED CELL W/ 1-#5 BAR - (2) 16d CONC. BLOCK WALL @b 1 9" n r (2)2x4 P.T. W/1/2' DIA. COUNTERSUNK BOLTS ® 24' O.C. VERT 2 1/4' MIN EMBEDMENT WITH 2" SQUARE X 1/8- THICK HURRICANE WASHER TOP OF SLAB CONC. BLOCK WALL CONNECTION EL 36" ABOVE ADJACENT FLOOR 5x5xr WELDED FLANGE N 1 3" 0 x 1 /4" STEEL PIPE ® }" TAPCON TYP.4 5x5x" WELDED FLANGE BOLLARD DETAIL REINFORCED/FILLED CONC. BLOCK CFl I 1/2" DIA L-BOLT �- (8" LONG) W/ 2" WASHER AT 32" O.C. MAX. 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ CONC. r-2x6 P.T. FROM BOT. OF NAIL) Al IZ UAl MUM IU ULU. UNL io EQUAL EQUAL 'x6 T. �t 1/2" DIA L-BOLT 2x N (8" LONG) W/ 2" P.- WASHER AT ' 32" O.C. MAX. M GARAGE DOOR OPENING N ELEVATION GARAGE DOOR DETAIL u e n u i `(2) 10d 0 6" O.C. 3 1/4- DETAIL AT 90" CORNER 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 STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 3 SEC. BURST PER ASCE 7-10 / 2017 FBC. 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO THE 2017 FLORIDA BUILDING CODE. 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER COMPACTED CLEAN FILL. 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94". THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING FIBER MESH CONCRETE. 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES AS DEFINED IN ACI 53-99. fm = 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. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. 10. EPDXY ANCHOR ALTERNATE: THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE 1/2- 3/4" 5/8" 1�8" MIN. HOLE DEPTH 7j8" 1 1/8" 6" AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R OVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A STEEL) AND REBAR TO BE FREE OF DIRT OR GREASELC��CCCIJJIIIA . D ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 11. 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. 0 z m [3/4- DIA. X 6" DEEP HOLE FOR �w #5 BAR SET IN EPDXY ADHESIVE �D 1 TOP OF BLOCK WALL 25" MIN. LAP OF REBARS 3,000 PSI CONCRETE FILLED CELL W/ #5 BAR SAWCUT 1"W. OPENING IN WALL FROM TOP TO BOTTOM FOR FULL HEIGHT REBAR PLACEMENT INTO CELL - FILL SOLID W. CONCRETE i �3/4" DIA. X 6" DEEP HOLE FOR w #5 BAR SET IN EPDXY ADHESIVE �D 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 O WOOD STRUCTURAL NOTES: 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN ON DETAILS. DAMAGED WOOD NOT TO BE USED- 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2. Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP. PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW PINE, HEM -FIR, OR SPRUCE -PINE -FIR. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6" O.C. MAX. 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" CDX PLYWOOD. WALL NAIL PATTERN TO BE 6' O.C. W/ 10d NAILS UNLESS OTHERWISE NOTED. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES) TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED. 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP 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 OROOF EDGE J O - - - - - - - - - - - - - - - - -� y�A D O I O ROOF I EDGE O I O (O RIDGE 4'11 2 I � I 2 2 O - - - - `Q ` 1 --- � 2 �P' 0 0 01 1O ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. O ZONE 2-USE 8d RING SHANK NAILS O ZONE 3-USE 8d RING SHANK NAILS ® 6" O.C. ® 4" D.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY, MICHAEL C. ANDERSON MICHAEL C. ANDERSON, ARCHITECT OF RECORD d FL. LIC. AR0017305 C ' 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-16-18 ti O � Q co Qq pQ� (j I� q N v) O O C�6 coI W o N Lo Lo rn o CD W m N UI_-rnti w J U) X o (n ' Q OD WJ 04 QMC)CO J m O co N - ` ('WJ LL WD-(.0U` Z0Q�U III w it 55 co Z O ce) a W J W F- PROJECT NO. 17-015-053 DATE DRAWN 8-30-18 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CLJBIC FFFT SHEET A 6mO INSTALL SIMPSON HTSM16 W/ (8) 10d NAILS TO TRUSS ATTACH STRAP TO LINTEL W/ (4) 1/4" x 2-1/4 MIN TAPCONS VERIFY NUMBER OF TAPCONS WITH CONNECTOR SCHEDULE PRE-ENGINEERED ROOF TRUSS 8" X 8" X 16" — CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR ALTERNATE TRUSS ANCHOR DETAIL N.T.S. LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 Z Z O = J (n U d Zw TOP OF LOWER 0<� = a- BLOCK WALL #5 BAR DOWEL W/ STD. 90' HOOK 2x6 RAFTERS AT 24" O.C. MAX. 2x4 VERT. STUDS ® 4'-0" O.C. (PLACE ABOVE TRUSS BELOW) PRE-ENG'RED SEE TRUSSES NOTE #4 NOTES: 1. HURRICANE CONNECTORS REQ'D AT 8'-0" O.C. 2. PROVIDE "H2.5" OR "LSTA18" AT EACH RAFTER END 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRUSS ROOF SHEATHING STEEL, M OR WOO[ SIMPSON STRONG —TIE PANEL 'H2.5' OR 'LSTA18' AT EA. END OF 2x4 ANCHOR: VERT. STUD NOTE #4 ROOF SHEATHING EXPANSI( HAND FRAME VALLEY DETAIL STRIP & THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER ®JAMB HORIZONTAL SPAN IS GREATER THAN 8'-0" HEAD LO (ONLY) TOP OF HIGHER BLOCK WALL #5 BAR DOWEL W/ STD. 90' HOOK CONC. BLOCK WALL VERTICAL FILLED CELL W/ 1—#5 BAR 1I I I BLOCK WALL HEIGHT TRANSITION DETAIL WOOD SHEATHING OR CMU WEATHER RESISTANT BARRIER - STUCCO WRAP (FRAME ONLY) 7/8" 3 COAT CEMENTITIOUS COATING (FRAME) 5/8" 2 COAT CEMEIITIOUS COATING (CMU) METAL LATH (FRAME ONLY) LAP WEATHER RESISTANT BARRIER & TAPE OVER ROOF/WALL SCREED ? 5"X5" 'L" TYPE CONTINUOUS GALV. z METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) iv CAP SHINGLE - DO NOT NAIL, INSTALL NTH ROOF CEMENT ROOF CEMENT � ROOF PER ELEVATIONS TYP. FLASHING DETAIL O.S.B. SHEATHING OVER WOOD TRUSSES STUCCO FINISH ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL JOINT STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMING ON MASONRY SPECIFICATIONS 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. 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 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 11. 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. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EC MICHAEL C. ANDERSON FL. LIC. ARD017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION Lo Lo m N o co W co ~ 0) N J W CD �J o in Q t¢i CO CD ^ z W _j Of0 J m O co � N u- F.:, a. W�ccoo0 U O Z afcoI=-W `n w O � X:co d W J W SHEET A 6ml FIN WINDOW TOP CORNER — — ' NAILING FIN CORNER FLASHING — . — — . — TAPE — — CORNER FLASHING TAPE TOP FLASHING TAPE SIDE FLASHING TAPE - — SIDE CHECKRAIL FLASH ING - LAS — — — — TAPE WINDOW BOTTOM SILL FLASHING TAPE #1� SILL FLASHING TAPE #2 WATER RESTIVE1. CUT THE WATER RESTIVE BARRIER (1C) FATER RESISTIVE BARRi I ! \fIST CUT III I I T--- I I �4TH CUT, � I I 1 3RD I MAKE A 6" CUT UP �CUTI I FROM EACH TOP CORNER AT A 450 I I I ANGLE TO ALLOW THE I WATER BARRIER TO / ��450 I I BE LAPPED OVER THE I FIN AT THE HEAD OF -<,_2ND_ j 1 THE WINDOW. O _ CUT _ L------------_-j 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 (1E) SO IT OVERHANGS 1" TO THE EXTERIOR. NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WALL EXTEND 6" UP EACH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (V 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) SHEATHING- ' FRAMING I I I I I I I I \� I -J TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. 0 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 10d ® 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 NOTE: * HOLD FACE OF GABLE END TRUSS IN 3/4" BEYOND BLK. FOR CEMENTITIOUS FINISH SHEATHING PER PLAN 2x4 BLKG. 0 48" O.C. (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING =fIo[=Aw:PIgm-imw 15/32" PLYWOOD SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d ® 6" O.C. NAIL EACH TRUSS BOTTOM CHORD MEMBER TO 2 X 4 BLKG WITH (2) 10d 2 X 8 ® 16" O.C. KNEE WALL WITH SIMPSON SPH8 AT EACH STUD SIMPSON HETA20 32" O.C. EXPANSION JOINT AT CEMENTITIOUS FINISH 2x6 P.T. PLATE CONT. W/ 5/8" DIA. ANCHOR BOLTS ® 32" O.C. OR W/l/2" DIA. ANCHOR BOLTS ® 24" O.C. ROOF SHEATHING TOE NAIL (2) 16d EACH SIDE 2x4 BLKG. ®48" O.C. —� 2x4 BLKG. ® 48' O.C. PRE-ENG. TRUSSES (2) 16d COMMON NAILS AT ®24" O.C. EA. 2X4 LADDER FRAMING 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 ROOF 12 CHORD BLKG. AT SHEATHING PER 1 4'-0' O.C. REFER TO ELEV. FRAMING PLAN HURRICANE STRAP 0 EACH TRUSS PER (2) 16d COMMONS FRMG. PLAN / TOE NAILED EA. SIDE 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' O.C. PLYWD. DECKING 2x4 BLKG. @ 48' D.C. ALUM. FASCIA & PRE-ENG. TRUSSES DRIP EDGE AT 24' D.C. A / (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING 2x4 45" CROSS BRACING / / 1/2' PLYWD, SHEATHING OVER AT 4'-0' O.C. / / GABLE END TRUSS FASTEN WITH W/(2)16d NAILS AT EA. / / Bd NAILS AT 6' D.C. TRUSS WEB MEMBER / / GABLE END TRUSS / / NOTE: / A HOLD FACE OF GABLE END 2x4 TRUSS BOTTOM \ TRUSS IN 3/4' BEYOND BLK. CHORD BLKG. AT \ \ FOR CEMENTITIOUS FINISH 4'-0' D.C. REFER TO \ \ FRMG, PLAN \ \ )K HOLD FACE OF GABLE END \ \ TRUSS OUT 1/4' BEYOND BLK. \ \ FOR SIDING FINISH \ \ (2) 16d \ \ SIMPSON HETA20 AT EACH TRUSS COMMONS TOE \ VERT WEB MEMBER (24' D.C. MAX) NAILED EA. SIDE \ 16d COMMON NAILS AT 6' O.C. TO 2x6 P.T. PLATE EXPANSION JOINT AT • CEMENTITIOUS FINISH BxB U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #7 BAR CONT. 2x6 P.T. PLATE VERT. #5 BAR AT EA. REINF. CONT, W/ 5/8' DIA. FILLED CELL PER FDN. PLAN ANCHOR BOLTS ' @ 32' D.C. OR W/1/2' DIA. ANCHOR BOLTS @ 24' D.C. GABLE END SECTION X-X SCALE: NTS MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-16-18� V) rn � N o � L w(oN r7 �w o J M X � -QOfoo L¢LN ^ J m O c N — ` nW' LL r � Lij F: (D ZOQ^U wul(nZ M a - Ill J W H PROJECT NO. 17-015-053 DATE DRAWN 8-30-18 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET A 6w2 OPEN TO FAMILY RM. BEYOND BAR TOP---, Ills KITCHEN FILLER NOTES: 1 2. Ka FAMILY RM. BEYOND FILLE KIT. AT RNG. BATHROOM TOWEL BARS AT 54" A.F.F. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. TOP OF BATHROOM SHOWER TILE TO CEILING HT. 4, SHOWER HEADS AT 6'-8" A.F.F. WALL MTD. LT. Mc 11 LAV i o VB 27 W.C. FILLER BATH 2 30" I I = RAID. M IN OPEN ao 0 TO HALL n O HALL ARCH SHWR. BREAKFAST v ROOM o0 Q co LL- O 0- 0 RAD. OEM REF W21 I I OPEN TO 30 BEYOND o KIT. AT SINK, WALL MTD. LT. DW DW/REF CER. ArF -lTr TILE MIRROR 11 FILLER LAV LAV J o 0 0 0 Q w o _ Ld I z O VB60 M. BATH VANITY RAISE BAR1 GREAT RM. WALL ELEVATION rn WOOD TRIM w Q O 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE NOTE: NO REVEAL BETWEEN BACKSPLASH AND TOP 2x4 STUDS AT 16" O.C. 1 /2" DRYWALL KITCHEN BASE CABINET BARTOP DETAIL MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH E[ MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-16-18 U) r N C)m w m N n Jw 5 W n -�v x �w o u� -QLL� i w > o o-o�� J m O � N m Q D rn U ofw�cpCO ZOQ�U III afco�w `ncoCNI 0 m a_ w w F- PROJECT NO. 17-015-053 DATE DRAWN 8-30-18 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET A 7mO ALL DUCTWORK PENETRATING GE CEILING SHALL BE R-6 GLASS DUCT WORK. :R VENT I WALL AC-1 EQUIPMENT SCHEDULE: MFG. CARRIER 3 TON C.U. CH14NB0360OG 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 RETURN GRILLE SUPPLY DUCT A.H,U. DRYWALL STAND AIR HANDLER DETAIL HVAC PLAN 1/4" = 1'-0" FAN IrrAlOT4 x AWRMOViOnVA►H- WnrAW W-O NS WFH 1-1/2' WAGON SWAn �austwsn a 1 19 X 'i BMW #M 043M (M) 1 aWL C c+ armor /_- rri OU409 CONNEOMM TiM AIR COOLED CONDENSING UNIT SLAB MOUNTED mrx MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EC MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-16-18 CID C�d co Q I ti Lo Lo 0) N L O co r1 W (co) N _I5O)� w J � M X w �cl J W 0 0 " -jm0�N z0<I-- it ul co Z N 0 M a W .J W F- k========J PROJECT NO. 17-015-053 DATE DRAWN 8-30-18 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SOFT GARAGE 387 SOFT LANAI 148SQFT ENTRY 100 SOFT TOTAL 2398 SOFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET A 8mO 6F-- i n I NUN-BXG KNEEVIALLS BY BLDR T.O.P.@ 11' 4" O��u. - NOTE: TRUSSES ARE DESIGNED l ` Q FOR ASPHALT SHINGLES. c c IF OTHER ROOFING MATERIAL IS USED, 1 ' RECEIVED PLEASE NOTIFY TRUSS MANUFACTURER. JAN 16 2019 Permitting Department St, Lucia County * ROOF TRUSS WEBBING IS DESIGNED w/ 2x4 SYP#� UNLESS NOTED OTHERWISE, SEE ENG'g FOR SPEC'si FLAT CEILINGS @ BEARING HEIGHT UNO NOTE #1: PLYWOOD NAILER BY BLDR NOTE #2: TRUSS (T03) END VERTICAL HELD BACK TO AVOID INTERFERENCII WITH LOWER TRUSS. PAD OUT OVER J7 TO CREATE SIDE WALL OF POP UP. � SLOPE CLG - 8' - 8" CIg. H d 8' - 0" A.F.F. T 171 11 n A 'Q '. NUIE: ALL TRUSS TO WALL AND/UR IRUSS TO NUN-BXG KNEEVIALLS BY BLDR T.O.P.@ 11' 4" O��u. - NOTE: TRUSSES ARE DESIGNED l ` Q FOR ASPHALT SHINGLES. c c IF OTHER ROOFING MATERIAL IS USED, 1 ' RECEIVED PLEASE NOTIFY TRUSS MANUFACTURER. JAN 16 2019 Permitting Department St, Lucia County * ROOF TRUSS WEBBING IS DESIGNED w/ 2x4 SYP#� UNLESS NOTED OTHERWISE, SEE ENG'g FOR SPEC'si FLAT CEILINGS @ BEARING HEIGHT UNO NOTE #1: PLYWOOD NAILER BY BLDR NOTE #2: TRUSS (T03) END VERTICAL HELD BACK TO AVOID INTERFERENCII WITH LOWER TRUSS. PAD OUT OVER J7 TO CREATE SIDE WALL OF POP UP. � SLOPE CLG - 8' - 8" CIg. H d 8' - 0" A.F.F. T 171 11 n A 'Q '. NUIE: ALL TRUSS TO WALL AND/UR IRUSS TO LEDGER CONNECTIONS BY BUILDER (UNLESS NOTED OTHERWISE) * NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING ( NOTE: REFER TO USP CONNECTOR CATALOG FOR INSTALLATION DETAILS ) JUS24 I THD46- B JUS26 J) MSH422- THD26 K) MUS26 0 !- - - THD28 �L) - - - T O THD26-2 OF THD28-2- CG JUS46 ©� HBB'_ HANGER BY BUILDER JBBB, BEAM BY BUILDER * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 STRAP (BY OTHERS) UNLESS NOTED OTHERWISE (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) LOADING ROOF FLOOR WIND LOAD D 00 LIVE LOAD — 20 ASCE 740 00 v DEAD LOAD 7 160 MPH — EXP B 80 LIVE LOAD 10* CATEGORY II m 5 DEAD LOAD 10 ENCLOSED TOTAL LOAD 37 FBC - 2017 DURATION FACTOR 1.25 TPt - 2014 REV DATE BY REMARKS It is understood that above ❑ APPROVED conditions have been reviewed & are acceptable for the - fabrication at trusses, APPROVED AS NOTED elevations, pitches, overhangs, REVISE AND RESUBMIT fascias,ceiling I f / 't h b p � 'a =O o- w u .. v v `o = d 3 = d N •� G > w _� _ E Eo o.N oa�o % .� %E E n v"di d 'D _ •Ol d p1 N j - p = C m. = o d' d N I- C O F ~ d L -O d 6 d QJ d O O 1 d Z' VI d r ri C C C y c u0i L o = N d = " d 69 i• O C o E _ = 3 ¢ o c` s JT V G d= d v o c d = d u t E a E L p p C d O r O W 'N L G C G � •p ` N ? d Of un L C e d o e a 3 ~ `d rn v _ d _e ~ >=ea oY d = C L p 9 d Ol 1- Di V"y1 S -EJ C C d` _s L 0 ?. C d O Q O y L= s e > " E cl c . . o a d .- d a 3 y >• a u L d er6 C r p Ol � o � d o C7 W d d ti = H I E ~ ¢ d ~ p C e Eva Ions pi c es, Baring REJECTED d d = " -0 N editions & all detail pertaining e this truss placement plan. No ick charges will be accepted L DATE ` without previous written d o N approval from an A-1 Roof a La Trusses representative. REVIEWED BY = N a 4N DATE ARCH: 08/07/18 STRUCT: = _ Ei d - o ._ ar T STOMER RENAR DEVELOPEMENT CO " Vp d c C N >• O o y` i B NAME CAYMAN 1763 Bl ELEVATION N o d a= p -j v 'a d d d E � E� .- 9 e c o o c v E d e N¢ 'TION(S) 15X10 COVERED LANAI- p _�=�� �_ IMMNTYI _ "_ = MORNINGSIDE d LOT# C y d a d e d` L C C � c N e CITY FT PIERCE, FL SCANNED .L = d p o OUNTY ST LUCIE fit. LUCi? Gnsin}" GARAGE _ ' ' 3 L _ ILDG YPE RIGHT # _ O d _ _ o ~ OlH =, ' � T_ E t ms ..�. e v E C c O¢ u L w C )B # MASTER WRMSCMB1L15X10 �~ d O ~ p N«L- p C O DRAWN SCALE iATE 08/30/18 RN N.T.S. ~ = M G ... W zo.- .� = d o N ._ -C@p{ rd AFLORIDA CORPORATION.E o Ph 772-409-1010 / Fax 772-409-1015 oi e, http://www.aItruss.com R F-- C V NOTE: TRUSSES ARE DESIGNED FOR ASPHALT SHINGLES. IF OTHER ROOFING MATERIAL IS USED, PLEASE NOTIFY TRUSS MANUFACTURER. NON-BRG KNEEVI ALLS BY BLDR ROOF TRUSS WEBBING IS DESIGNED w/ 2x4 SYP#3 T.O.P.@ 11' 4" VNLESS NOTED OTHERWISE, SEE ENG'g FOR SPEC'sI FLAT CEILINGS @ BEARING HEIGHT LINO NOTE #1: PLYWOOD NAILER BY BLDR -NOTE #2: TRUSS (T03) END VERTICAL HELD BACK TO AVOID INTERFERENCE WITH LOWER TRUSS. PAD OUT OVER J7 TO CREATE SIDE WALL OF POP UP. 0 HATCH LEGEND SLOPE CLG 8' - 8" CIg. Hgt. 8' - 0" A.F.F. 12' -11" A.F.F. 0 n Truss Load Iv, ........... Truss I.D... of � ® Gravity (> 5,000#) / Uplift Horizontal (> 350#) 4d36b989999e20a51 T. Tombo III "z SCIA 303It tfIIP LINE _122 rt ... ✓ALLEY LINE 24 e * SHHUNG AREA UNDER VALLEY TRUSUS AND WASTE MATERIAL NOT INCLUDED 16se TO VERIFY CALCULATIONS NUiL: ALL IRUSS I WALL ANUlUK TRUSS TO LEDGER CONNECTIONS BY BUILDER d ` (UNLESS NOTED OTHERWISE)._- * NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING ( NOTE: REFER TO USP CONNECTOR CATALOG FOR INSTALLATION DETAILS ) (A JUS24 �� THD46 ®� - - - JUS26 J MSH422 ® - - - THD26 ®, MUS26 - - - D� THD28--- E THD26-2 (F THD28-2 (NN (V JUS46 CP:,) --- --- HBB: HANGER BY BUILDER ;BBBj BEAM BY BUILDER * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 STRAP (BY OTHERS) UNLESS NOTED OTHERWISE (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) LOADING ROOF FLOOR WIND LOAD IL a ` LIVE LOAD 20 ASCE 7-10 or 5 DEAD LOAD 7 160 MPH EXP B o LIVE LOAD 10* CATEGORY If m DEAD LOAD 10 ENCLOSED TOTAL LOAD 37 FBC-2017 I DURATION FACTOR 1.25 TPI - 2014 REV DATE BY REMARKS It is understood that above L_ APPROVED conditions have been reviewed & are acceptable for the IS a _ d d � o d L _O N= 6> O C i d e s w e g V E e r- o T = 9 O N H 9 P = E 9 0 e o = e o z < `c '.:. a ^_ o _ ^ w nd= o E 9 e e N O O W p O d N 1 d C a d > _ O O = N O Q d f = O N 6] O E o N o m= N o > o �aE �oQo _ i r s c 9�E o E= 9 c o 3 p _O . IS O e •�- � C d N C -=J ` O O y = e O 9d�oEa .. d e = v N o = = e e& G d G d N Z N d e, •j a 'C = . �� M T M O d G Gl d y j 9 'O = G T c c a N o Y N E Z-- v Eo c d 3 � c p � N E � `e o m= a Is e> p = a O y O. G= d` Q 9 E 0 d 61 � = m= s o o OI nad. 'yJ „ V E d O In e N G N10 � E e 6 j O O C p d .r •'O O N d y CC G O na•• p a p, L c w cl e o, a C TL d m > 4 O W C L L •� 'C d li 2 N C _ m d c a G = C •_ — Ol m > N o m p N d 3 L m CD o li 0 0 a o= o E O N M O -O O t o r I ❑ APPROVED AS NOTED Q fabrication at trusses, ' e e. Z elevatlons,pltches, overhangs, n REVISE AND RESUBMIT fascias,ceiling elevations/pitches, bearing REJECTED conditions & all detail pertaining to this truss placement plan. No back charges will be accepted without previous written DATE approval from an A-1 Roof Trusses representative. REVIEWED BY PLAN DATE ARCH: 08/07/18 STRUCT: CUSTOMER RENAR DEVELOPEMENT CO JOB NAME HEINRICHS RESIDENCE OPTION(S) 15X10 COVERED LANAI COMMNTY MORNINGSIDE/ LOT 53 / LOT # CITY FT PIERCE, FL COUNTY ST LUCIE BLDG GARAGE BLDG CAYMAN 1763 TYPE RIGHT # B1 JOB # 73566 MASTER WRMSCMB1L15X10 II' DRAWN SCALE DATE 08/30/18 RH N.T.S. R110F AdANA-1 =—TRUSSES A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409-1015 http.-Ilwww.aItruss.com E rn L u d d O d E r N rn� a H E `v o C F d e e p O O 2E E AD N= N m E AD If 9 W O v pJ 2 w t e- o` A _ = 00, IS N o T= c o yd- a O i N O' O •-• Cf a S y e N d 0 G � H OlY O O o a= E - c _ E c t = = d o e •- o � 0 3 �- 'a 2 41 d E a O v p > ` O u d C O L O u� t = � 9 0 •C e e = o v e G o = N r O O _ =o d o N m o o Z. s _ W E4 m o o IS ZEOD_ osN `m a t g _ = o c G o m WI' 0 o v o E W War = 9 d C C E- V