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HomeMy WebLinkAboutBUILDING SIT EPLANRECEIVED FILE COPY PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: , 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" DIP.. 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) 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) 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) PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2) 1/4" DIA. Q 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) 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) 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) 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) GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH ASPHALT SHINGLES CAMBRIDGE AR 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 STORM PANELS INDUSTRIES„ INC. «>> ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL 12856.2 +/-54.0 PSF (MIN) 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 R301 2(1) (.l IMATIC AND (tFOGRAPHIC DESIGN CRITERIA GROUND SNOW WIND DESIGN SEISMIC DESIGN , SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD HAZARDS' AIR FREEZING MEAN ANNUAL TEMP' Speed° Topographic Weathering° Froat line~' Terrnitec LOAD (mph) effects« (NA) CATEGORY depth I TEMPe REQUIRED INDEX Nil', See Fig. R301.2(4) NIA Negligible NIA Very WA N(A NIA Heavy For SI, 1 pound per square foot = 0 0479 kPa, 1 mile per hour = 0 447 Ms. a. Weathering is "neghble' for concrete as determined from the Weathering Probability Map tFigure R301.2(3)]_ The grade of masonry units shall be detem: E 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 per Figure R301 2(6) is "very heavy." d. Wind speed shall be from the basic wind speed map [Figure R3012(4)]_ Wfid exposure category shall be determined oP a site-speofic basis in mcordanc= with Section R301.2A 4. e. The outdooe design dry-bulb temperature shall be selected from the columns of 97 112-percent values for winter from Afipeude, D of the Florida Building CM_e, Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather expemmcrc ,, as determined by the buckling offices. L Reserved. g. The applicable governing body shall, by local floodplain 800dplain management ordinance, specify (a) the date at 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 lesurance Study and (c) the panel numbers and dates of all atrently effective FIRM and FBFM, or other flood hazard map adopted by the auflumly, having )ufisdimon, as amended. h_ Reserved. L Reserved. i. 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 = $353.3 SO. FT. VENTILATION AREA REQUIRED = 2,343.0 SQ. FT. / 150 (F.B.C. R806.2) = 15.62 SQ. FT. PARAMETERS: LINEAR FEET OF 16' WIDE SOFFIT = 165.5', 1Z WIDE SOFFIT = 43.1', 8- WIDE SOFFIT = 49.0' SQUARE FOOTAGE OF SOFFIT = (165.5' X 1.33') + (43-l' 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 SO. IN. / SO. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 296.0 SQ. FT. X 11.74 SO. IN. / SQ. FT. X i SQ. FT. / 144 SQ. IN. = 24.14 SQ. FT. CONCLUSION: VENTILATION PROVIDED = 24.14 SQ. FT. > VENTILATION REQUIRED = 15.62 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE I have reviewed the above product approval information and approved it. Narne: 7A_�v1G/ )4lX�✓7ryt G ` / Signature: 2/(ti//7/1 / 41/ti/ CertificationNumber: /%2O0 1')1,:Is- Date: lo l � l l P> DRAWING INDEX CVR A-1.0 A-2.0 A-3.0 A-4.0 A-5.0 A-6.0 A-6.1 A-6.2 A-7.0 A-8.0 INDEX / PROJECT INFORMATION FOUNDATION PLAN FLOOR PLAN BUILDING ELEVATIONS ROOF / FRAMING PLAN ELECTRICAL PLAN WALL SECTIONS / NOTES WALL SECTIONS / NOTES WALL SECTIONS / NOTES INTERIOR ELEVATIONS HVAC PLAN COMPONENTS AND CLADDING WIND PRESSURES PER 2017 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (SQ. 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 PSI: 100 TO 499.9 23.5 PSF / -25.9 PSI: 500 AND ABOVE 20.6 PSF / -22.9 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (SQ. 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 • 0 . *PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION) TYPE OF CONSTRUCTION: CBS X FRAME BUILDING DESIGN: ENCLOSED X OPEN PARTIALLY ENCLOSED ULTIMATE DESIGN WIND SPEED:140 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: II EXPOSURE:B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' 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 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 EDITION JAN 16 2019 MICHAEL C. ANDERSON /�q/i ( / � ON FL, LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-16-18 Fzq 3F C) W O l LEI l�l N LO LO T rn C:)M � W N ~ J J coX o ctw u) Q U_ CO N LL p � E o -I[X]OIC,0N LE_ �. W (0 (D Q V � CV C)ZO¢W =) I`- � � U) Ln O I- _ M Q„ W J W I - PROJECT NO. 17-015-109 DATE DRAWN 8-24-18 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SOFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET CVR l�8v �� gUJ p0 0 Z U� <W Uj J-.W.LU O W FLUUJ< (nEofQ n � N 3 � F 3 0 0to W co 2 Z Cr W o Q N LL lL LL Z a. H ciz uJZ) X EC x 0 w o O 0 2 o0Q'�� �Zzza o<9q = C) < co 1_ LL is fa U,� w 11e ". (G W T_ sJCOaw snyj OJ y =;'ccW> -<cc a5r1i�d1_, BY St. Lucie County I 23'-0" 15'-0" 36" SQ. X 16" DEEP CONC. FTGS. W/ r — (3)-#5 EACH WAY r — - ■■ ■■ 0 L r G L 1- I , I23'-8" I 14'-4" 7'-0" 6'-10" 5'-2" 4'-8" G C I D CONC. 6x6 - 1Ox10 WWF w SLAB OR FIBER MESH a > 0 2-# BARS '� A \ DETAIL 1 2'-8" 0 8'-0" 3'-8" I o I o I 0 A I E F M N � A I I ■ ■ ■ ■ i_ HB �j 0 I ---------------I 3' 1 1 /2" 1'-8" 2'-6" 04 RECESS SLAB 7 5/8" FOR S.G.D. ro — 1 I ■ — 0 I I il r� I ro 0 LAV LAV I 'n I. ■ 0 I M `� II o 1�— rn rn INDICATES C.M.U. CELL FILLED W/ CONCRETE AND (1) #5 VERT. CONT. FROM TING BTIE 00 I I I BEAM (TYPICALREAR TO) I 0 4 WC _ _ SHWR. I ■ 1 9'-4 1 /8" 1 ■ I L RECESS SLAB 3 1/2" FOR 3 1/2" 10'-7 5/8" I °O I I SHOWER o Lo I i 70 II SINK W/ ■ I I I DISP. I ■ I 0'-0" 11 o _ A II I REFERENCE I ■ i FINISH FLOOR o 10 in I I ■ ■ I 1 0 O I 4" 2500 PSI CONC. SLAB W/ I A N O I FIBER MESH, ON 6 MIL. POLY 1 , I I I VAPOR BARRIER OVER TERMITE in i in I TREATED COMPACTED CLEAN I io ■ I FILL. ■ _ M I 1 I Hl W. 0 ■ I , "' to o I ---A ■ ■ TUB/SHWR WH Hl 1 b WC N ® LAVLa I I I ■ COND _ I 2'_8„ a ao 1 I I I A � to I I � i r I I■ CID co A I ( F DOWN I I ATOPE GAR. DOOR„ 00 co I I 1 I in L — — — — — — — — — — — — — — — n � in 0 J-8- 3'-10" 12'-4" 0 G 1 20" 6'-4" 38'-0" 16'-0" 19'-4" 20" I_1 CONC. A/C PAD I 2—# 8" BAR / B� DETAIL 1 CONC. w SLAB � Q o GRADE 2-## 112"(MIN) BARS BELOW D DETAIL 1 CONC. 1-#5 SLAB BAR R 4. 8" G \ DETAIL 1 6x6 - 1Ox10 WWF OR FIBER MESH CONC. 8" SLAB 0 5 2-##5�f I S BAfiS 2'-0' C DETAIL 1 ES 6x6 - 10x10 WWF OR FIBER MESH CONC. 1,-0" SLOPE SLAB 2_## = GRADE BARS F DETAIL 1 5 1 2" FRAME 7 5%8" BLOCK w CONC. 'v SLAB I 2- #5 BARS DETAIL - S.G.D. 1 CONC— 8" SLAB VARIES 8" — -- w SHOWER � RECESS to L DETAIL 111'2� 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" DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 1 /4" = 1'-0" 2" TUB/ SHWR. 1-#5 CONC. BAR SLAB U) / H \ DETAIL 1 CONC. 2-#5 SLAB -7 BAR 0 4" 4" K DETAIL 1 04 CONC. RECESS SLAB AT WALL (ItGRADE 0 2 # BARS] 4M DETAIL" PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN. /3"MIN.— DETAIL -� FOOTING & REBAR TRANSITION PIPE THRU PF FTG. DETAIL 1 2" �LAV 3" r I I 3" I I W.C. i 2"I I I LA�/ I I i U) CONIC. w SLAB %Hi DETAIL 1 CONC. SLAB :lco 4"- j 8"1 G, DETAIL 1 J 2" V.T.R. I I I I I SINK I� 2„ V.T.R. I I I 3' I i I 2" WASHER 3" CLEAN OUT W.C. i 3" 3" MAIN I i TO SEWER 2" I 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 \ 8-16-18 q Iti q� N�� WF4441 rNr r r[ti N Lo Lo m �— CV o m W to (V UErn� w CD J v X cn Q LL 00 �= " o>0C)04 JmOapN J mQLLrnU W~coU' Z0Q�U �`nU0 � S M a W J W H PROJECT NO. 17-015-109 DATE DRAWN 8-24-18 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET A lm0� 23'-0" 15'-0" 1-4„ CONC. COLUMNS TOP +8'-0" A.F.F. a � ■ ■ 0 I I 23'-8" ^ i 14'-2" a+7'-4" HDR. HT. EGRESS — ■ . . . R/S 0 \1------- 8'-0"_CLG. '� 1 r -7 8'-8" CLG. 0 N 8' CLG. O 1 I ■ He I � I 9'-0" I 13'-7 1/2" 0MASTER om ■ BF.DROOk OC 0 a2" H. 2xa I - COFFER I KNEEWALL +6'-8" 'D 8' CLG. 4 I I HDR. HT. t° 2'-9 1/2 2'- a2" H. 1 ■ WALL 8' CLG , N 2 -0" \ P.T. 2-2xa� z L — CURBO =_ — — — — — — TYP. I 04 I I 4 O N N 1-1 ■ t i 3 „ 5'-7- 2'-3 1/2 DEN/BEDROOM #4 ■ VAULTED CLG. 0 � +6'-8" HDR. HT. N EGRESS ■ I� O +6'-8" HDR. HT EGRESS R/S — 51-7 3/4" 1 5'-4 1/4" c BEDROOM #3 N VAULTED CLG. _I ■ 0 I N 1'- CONC. LINTEL ABV BOT. +6'-8" A.F.F. 14'-4" COVERED PATIO 8' CLG. I 8'-0" 3'-8" I 14'-1 1 /4" FAMILY ROOM VAULTED CLG. 10'-O" ll ■ co ( I■ I 4'-1 1 /4" I �` 3 -0%CLG. 11'-4" I M. RAISEDRAISED II BARTOBARTOP M II II SINK W/ DISP. 0 LIVING RO M to,l CATHEDRAL CL . i i KITVAULTE po 04NU7 15'-� 1/4„\to DIPPING ROOM_ N CATHEDRAL CLG. II8'-0"N o ---8'CL.7'-8" 3'-7 1/2 7'-1 3/4" VAULTEDCLG. a M Qou o HDR. HT. �10'-4" ABV. co +11'-4' 6'-0" 1'- 3'- 3/4 LG. HT. 0BEDROOM #2$„W, ARCH ABv. 8' CLG. SEE ELEV+6'-8" OAHDR. HT. 0o0• EGRESSmco Nu_ 3'-10" 8'-6"12'-4" 6'-4" 20" 3 1 L. Z_ � ti � °� BRLAKFAS _ VAULTED CL . ' -5" L " 9'-6 1/2- 5 11 5'- 8 CLG. ' 5 SH. W. 8' CLG. LD. AC 1" Ll M.T. O O18'-3 1/2- co M i 22"x54" i x II ATTIC ACCESS 16'-0" 19'-4" GARAGE 8' CLG. -1 20" 0 I N O +6'-8" HDR. HT. CABINETS ABV. DRYER V_ T_ W. COND 0 -n I 0 I 0 0 I 0 0 I i� FOYER ARCH ELEV. 1 /4"=1'-0" FLOOR PLAN 1 /4" DOOR SCHEDULE SIZE PER R.O. SUPERLDG. 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 NOT USED 7 2668 BIFOLD 1 INT. DOOR 8 4068 BIPASS 3 INT. DOOR 9 2068 BIFOLD 1 INT. DOOR 10 16070 OVHD. DOOR 1 GARAGE DOOR 11 2868 POCKET 1 INT. DOOR WINDOW SCHEDULE SIZE PER R.O. SUPERLDG. Q REMARKS A 35 SH ELLIPSE 1 MUNTINS B 25 SH 2 C 4'W. X S-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. NOTES: 1. WOOD STUD SPACING: (UNLESS OTHERWISE NOTED ON PLANS) -EXTERIOR FRAME WALLS AT 16" O.C. -INTERIOR FRAME BRG. WALLS AT 16" O.C. -INTERIOR FRAME NON-BRG. WALLS AT 24" O.C. -KITCHEN CABINET WALLS AT 16" O.C. 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE UNLESS OTHERWISE NOTED 3. CONC. BLOCK WALLS ARE DRAWN 7 5/8" WIDE UNLESS OTHERWISE NOTED 4. TOOL CONC. BLOCK JOINTS INSIDE GARAGE WALLS (BRUSH & CLEAN) 5. DOOR & WINDOW ROUGH OPENINGS SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BEARING WALL +8'-0" UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION 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) L MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW MASTER PLAN REVISION 8-16-18 O ti -3F Fj N coce F �I N p C~ O 44 N to to rn o co w06N ~ w J m'r~ � X cz0 M (n - Q u 0o af z w-i O r aJaf 000 J m O ti N - LL rn U m QJ �WF- C000 ZOQ�U U) Z ti O M a w J w H PROJECT NO. 17-015-109 DATE DRAWN 8-24-18 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET A 2mO 38'-0" r ATTACH 1-1/7 X 4-1/7 P.T. BUCK TO BLOCK RATHH: COTIC. OR MASONRY HEAD: 1/4' % 3-3/4' M MULLION. .JAM 4' FROM CORNERS, 3' k 6' FROM MUWON. JAMBS: 1/4' % 3-3/4' TAPCONS SPACED C FROM CORNERS, 18.94' O.C. MAX. 1 �L� 111' • 1 1 111 Y', Y71 1 ,Ifl Y' •.Y71 '1. HEAD/JAMB DETAIL (2X BUCK) EXT DOOR l r 1,j .,. Il,.0 DRYWALL BOARD DOOR TRIM ATTACH DOOR FRAME TO SOCK PATH: HEAD: 1/4' X 3-3/4' TAPCONS SPACED 4' FROM CORNER$ 3' & 6' FROM MUWON. JAMBS: 1/4 X 3-3/4- TAPCONS SPACED 4' FROM CORNERS, 18194' O.C. MAX. — 3/4' x 4-1/2' P.T. BUCK SET IN SEALANT AND SECURID W/ CASE HARD NAAS O 12- O.0 (MAX) PERIMETER CAULKNG FLOOR COMFRING— -CEMENnTIWS FINS DOOR THRESHOLD SEEIN BEAD OF CAULK AND FASTENED TO SILL 7WTH 1/4' DIA. X 2-1/4' TAPCONS SPACED 3' FROM CORNERS, 3' h 6' FROM MULLION O,,�I o _PFRINE7EF CAULKING i1t" $� 11 ° ..0 00. —DOOR TRIM PERIMETER CAULKING CONCRETE SLAB HEAD/JAMB DETAIL (IX BUCK) SILL DETAIL EXT DOOR EXT DOOR E.J. CEMENTITIOUS COATING ON LATH REAR ELEVATION 12 16 CEMENTITIOUS COATING ON BLOCK W i 1/4" = 1'-0" 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). RIDGE HEIGHT _ _ _ _ ------------6" SQ. RAISED---- BLOCKS (PROJ. 3/4") �I W/2" SPACE BTWN.--,, +10'-1 ENTRY TRUSS BRG. A.F.F. — — — — — — — — — — — — — 6"W. RAISED TRIM (PROJ. 3/4") TOP OF BLOCK — — — — — — — — IT — — — — — — — — +8'-0" A.F.F. _ x 00 to CN � p CEMENTITIOUS COATING 3i ON BLOCK I I I-:i:: I 1 0' ,gkTOP OF SLAB _ _ _ 0" A.F.F. (REF. ELEV.) L--4"W. RAISED BAND (PROJ. 1-1/2") ALIGN TOP W/ WINDOW SILL �00� 2• RAD -- --- RETURN BAND 24" ALONG SIDE WALL(S) FRONT ELEVATION 12 61 TOP OF BLK. +8'-W A.F.F. TOP OF SLAB +0'-0" A.F.F. (REF. ELEV.) LEFT SIDE ELEVATION STUCCO FINISH PEINMETER CAULKING CONC. OR MASONRY jlx P.T. BUCK SET IN SEALANT AND NAILED W/1-1/r CASE HARDENED .� COY NAAS AT 24- O/C DRYWALL BOARD CAUUBNG DOOR FRAME FASTEN IWO BUCK W/ w / W/ 3-1/4' x 114' (AINQ TAPCONS AT 24" 0/C MAX IN PREDRILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) °O 3 = I p� io 3 p F W S I p to p 2 11 — — — — — — — — — — — — --- 1/4' = 1'-0" Oo• DOOR FRAME FASTEN TO SILL W/ /6 x 1' SCREWS O 2'-O' 0/C FLOOR COVERING 1� \ GROUT BED — \CONGRETE SUB SILL DETAIL (SGD) 12 16 24" SIDE WALL TRIM RETURN — _TOP BLK +8'-0" A.F.F. — _TOP SLAT +0'-0" A.F.F. (REF. ELEV.) TOP OF BLK. +8'-0" A.F.F. - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ TOP OF SLAB +0'-0" A.F_F. 24" SIDE WALL 12 TRIM RETURN \ 6 CEMENTITIOUS COATING ON LATH FOYER WDW. HDR. HT. +10'-4" A.F.F. 1/4" = 1'-O" NOTE: INSTALL GUTTERS AT FRONT ELEVATION ONLY, DOWNSPOUTS ON SIDES 16"OVERHANG TYPICAL UNLESS OTHERWISE NOTED ALIGN TOP OF TRIM W/ GARAGE DOOR HEADER ALIGN TOP OF BAND W/ BR. 3 WINDOW SILL HT. RIGHT SIDE ELEVATION HEAD DETAIL WIND❑W 1/4" = 1'-O" ALUMINUM FRAME FASTEN 7HRU WCK W/ J/16 x3 1/4' TAPCON SCREWS O 24. O/C MAX IN PREDMLLED HOLES BY MANUFACTURER PDdWE1ER CAULKING CEMENFROUS FINISH CONIC OR MASONRY ix3 OR 1x4 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDBNED COY NAILS AT Ir D/C MAX L_. DRYWALL BOARD CAULKING JAMB DETAIL WIND❑W ALIAI#" FRAME SECURE FRAME TO SILL IWTH SILICONE SILL DETAIL WIND❑W 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 44 N to T G) N o rn Co W 0 (V w o -L�MX (n Q co �z �Jit0 LL _jm0�N 04 wwIzc000 c�V ZUOQ to � Z N O r- 2 M a- W J W h PROJECT NO. 17-015-109 DATE DRAWN 8-24-18 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET A 3.0 PROVIDE 2x4 BOTTOM CHORD BLKG. AT 48" O.C. SEE NOTE #2 - OH Jim 0 - OH 1/2"0 A.B. AT 32" O.C. IN LINTEL I X1 8-11 ZT171 I I SEE GABLE END SECTION XX SHEET A6.1 NOAll II II I B-7 I 8 LA �O II II 2 "X" BR ING TYP. II I I 8' FLAT I COFFER CLG. CLO. I VAULTED CLG. VAULTED CLG. II II VAULTED CLG. 1 I VAULTED CLG. I I I I CATHEDRAL CLG. 8'_ FLAT LG. i Ll 8' FLAT CLG. VAULTS CLG. 8FLAT CLG. _(2)2x — — i x 22"x54" i ATTIC ACCESS 2X4 016"O.C. KNEEWALL TOP I I 7 0 I I 6 2 ' — D.H. N = Ej coo ao o B-2 P.C. HDR. BOT. +6'-8" AFF 10 2x4 "X" BRACING TYP. 2x4 BOTTOM CHORD BLOCKING TYP.-SEE NOTE #2 u OH FMW 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 > 14-1Od x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) SIMPSON (2) HTS20 < 2900 > 8U8 8F8—iB 8F16-1B/1T F = FILLED WITH GROUT / U = UNFILLED r QUANTITY OF REBAR AT c�i = •"a BOTTOM OF LINTEL CAVITY ¢ � m a 81E16-1B/11T NOMINAL WIDTH J I L QUANTITY OF 0 NOMINAL HEIGHT—] REBAR AT TOP TYPE DESIGNATION NOMIN 8' NOl7A INAL 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' 24-1Od X 1 1/2 TO PLATES 24-1Od X 1 1/2 TO STUDS #5 REBAR AT TOP MIN. (I) REQ'D 1-1/2' CLEAR M5 REBAR AT BOTTOM OF LINTEL CAVITY 12 PER ELEV. PRECAST HEADER SCHEDULE FB---X-1 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" 8F16-1B 5365 PLF 2290 PLF B-5 54" 8F16-1B 6039 PLF 2507 PLF B-6 70" 8F16-1B 1459 PLF 1272 PLF B-7 112" 8F16-1B 1818 PLF 980 PLF B-8 64" 8F16-18 5365 PLF 2290 PLF B-9 126" 8F16-1B 1533 PLF 914 PLF B-10 168" 8F16-18 1002 PLF 559 PLF B-11 90" 8F76-1B 2661 PLF 1634 PLF CONNECTOR PER 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.) 7/16" O.S.B. 8d t� 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 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. 024' 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 PROMNCETOWN 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 �®ll2rld FL. LIC. AR0017305 15� Z�N\ PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-16-18 Wti ��q q q Iti W� N C) W � � N C� CC l� N Lo u7 CD r (V O COO S i^—J w �p N w J�� J - � M x ]^J�z LU �J�OCO 1 JmO2 C-I — ` nW, _1r w Q�wtOU ZOQ�U Ir LLI `r) ti 2 M � w J w PROJECT NO. 17-015-109 DATE DRAWN 8-24-18 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET A 4mO AwANO w� A MIP/RANH. ••♦ o O S.D. C.M.D. I PREWIRE \ S.D.O Ell nw 1161-11.1111111110 SDO PREWIRE I ( I +S-O" A.F.F. II PREWIRE I 1 it I I I +7'-0" A.F.F. I / � I / I I � COACH LTS. PREWIRE I PREWIRE I 1 / TV / CAT6 COMBO 60" A.F.F. OUTLET ABV. REF. I I / I I I I J I II I 1 i PREWIRE WP GFI FEEDER 120/240V-1PH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 AMP BUS AMPS 200 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 GFl 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 GFl 22 23 DISHWASHER 20 12 14 15 GARAGE DOOR 24 25 14 15 GENERAL LITE 26 27 0 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 6.2 kVA 2 SMALL APPUCANCE CIRCUITS 1500 VA EACH 3.0 kVA r7 LAUNDRY CIRCUIT 1.5 kVA RANGE 12.0 kVA 1 WATER HEATER 3.0 kVA I IG Ff DISHWASHER 1.5 kVA 1 DISPOSAL 1.5 kVA II DRYER 5.0 kVA II SINK W GFI GFI II DISP. SUBTOTAL 33.7 kVA II OUTLET ABV. CABINETS FIRST 10 kVA AT 100% 10.00 kVA REMAINDER AT 40% 9.48 kVA II 1 _ TOTAL OF OTHER LOAD 19.48 kVA I I 1 / OUTLET FOR 10 kVA OF AC AT 40% 4.00 kVA MICROWAVE TOTAL 23.48 kVA FI G 11 23.480 VA DIVIDED BY 240 V 97.8 A POOL SUB PANEL 30.0 A L TOTAL 127.8 A F-C� USE 150 AMP SERVICE / I ( 3 GFI I I I I I O S.D. / DISC. i 22"x54" ATTIC ACCESS W/ PULL CHAIN LIGHT ABV. GFI ELEC. GARAGE DOOR OPENER PREWRE PANE 1 I COND METER COACH LTS. PREWIRE EXTENT OF AREA FOR VINYL OR TILE PER CONTRACT 2" RIGID O.H. SERVICE F.P. 3-#2/0 XHHW 2/0 SER CABLE 150 32 CKT PANEL 150 AMP C/B 3#1 CU THNN 2" CONDUIT NO. 4 CU. WIRE TO COLD WATER PIPE IF CU PLUMB. METER IF NOT CU USES SUPPLEMENT GROUND NO. 4 CU_ WIRE TO 5/8" x 8' -0" SCHEMATIC ELECTRICAL RISER GROUND ROD 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 4-06.11) 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. ELECTRICAL PLAN 1/4" = 1'-0" LEGEND SURFACE MTD. CEILING FIXTURE PENDANT FIXTURE \O,` RECESSED LIGHT K� WALL MTD. BRACKET 2 72' A.F.F. FLUORESCENT FIXTURE I� fV WALL MTD. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOO➢LIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) WALL MTD. SMOKE DETECTOR OO Q CEILING MTD. SMOKE DETECTOR O CEILING MTD. CARBON MONOXIDE DETECTOR -KKE:r 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 220 V. RECEPTACLE ® DEDICATED 220 V. OUTLET ❑ 110 V. JUNCTION BOX SWITCH 2 42' A.F.F. D RHEOSTAT SWITCH 2 42' A.F.F. TP O TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION 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 (2� M//X FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-16-18 �n v 1 � rr `` ELI Wti ��q I ti q� rq N�o r� �n v 1 41 W I W N p (ti O rr 44 1n Lo 0) N 0 (3) w (o N ~ w J 0 J M X CO Q taL X i w-1 C)N JIn000N — ` J C) wwF_coCD U O Q Z � LL tr) IL rv) w J w H PROJECT NO. 17-015-109 DATE DRAWN 8-24-18 DRAWN BY MCA CAYMAN 1763 131 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15 3Fi4 4 CITRIC FFFT SHEET A 5mO NOTE: ROOF UNDERLAYMENT SHALL COMPLY WITH SECTION R905 OF THE FLORIDA BUILDING CODE (6TH EDITION) 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 NOTE: 1x4 P.T. SCREWS FOR DRYWALL ON WALLS: MAX. EDGE SPACING: 7" PLOYCEL SEALANT MAX. FIELD SPACING: 16" SCREWS FOR DRYWALL ON CEILING: P.T. WOOD BUCK MAX. EDGE SPACING: 7" MAX. FIELD SPACING: 12" ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) ARCHITECTURAL FIBERGLASS SHINGLES OVER 30# FELT ON 15/32" COX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) - HURR. STRAP ® EACH TRUSS REFER TO CONNECTOR SCHED. TYP. O.H. ROOF PLAN,_ TOP OF T REE E BLOCK R 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 MARBLE SILL RAISED CEMENTITIOUS TRIM PER ELEV. 1/2" DRYWALL ON tx2 P.T_ PER PLANS FURRING ® 16" O.C. R-4.2 FOIL INSULATION W/ 5 MIN. CEMENTITIOUS COATING OVER 4 MIL VAPOR BARRIER / �8x8x16 CONIC. BLOCK 4 2500 PSI CONIC. SLAB WJ FIBER WD• BASE MESH, ON 6 MIL. POLY VAPOR 1-#5 VERT. BAR TIED INTO BARRIER OVER TERMITE TREATED #5 BAR DOWEL W/ STD HOOK CLEAN FILL COMPACTED TO A AND RUNNING INTO LINTEL MINIMUM DENSITY OF 95% AS I (LOCATIONS PER FDTN. PLAN) DETERMINED BT ASTM D-1557 0 -0" TOP OF SLAB =I FINAL GRADE I I I STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. III J 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 CONIC. BLOCK. OR WITH 8d NAILS ® 10" O.C. IN WOOD 2X2 NAILED TO EVERY OTHER TRUSS TAIL W/ (2)-10d NAILS (;UNI;KLIt U IJLUCK TIE -BEAM TOP COUR' HORIZ 2X2 NAILED TO VERT. 2X2'S W/ (2)-10d NAILS ALUM. NAILS DIA DIA. SEEP SHANK 3/8' DIA HEAD 1-1/2- LONG ® 6" ALUM. NAILS 0.12 DIA. SHANK 3/8" DIA HEAD 1-1/2" LONG (2) PER SOFFIT SEGMENT SOFFIT DETAIL ALUMINUM UM SOFFIT # UVENTED #V-144 O.C. N. T.S. I �I UNTEL II I 2x4 STUDS ®SPACING II PER PLANS I 1 VERTICAL FILLED CELL 1 W/ 1-#5 BAR - t I CONC. BLOCK WALL I (2)2x4 P.T. W/1/2- DIA. COUNTERSUNK BOLTS ® 24' O.C. VERT 2 1/4" MIN EMBEDMENT it WITH 2' SQUARE X 1/8- THICK HURRICANE WASHER I I I I I - 11 1 ------ EXTERIOR FRAME WALL TO (2) 16d 0 CONC. BLOCK WALL CONNECTION EL 36" ABOVE ADJACENT FLOOR 5x5xj" WELDED FLANGE N 1 1' 1' 3" 0 x 1 /4" STEEL PIPE ® j" TAPCON TYP.4 M 5x5xj" WELDED FLANGE 1 5' BOLLARD DETAIL REINFORCED/FILLED CONC. BLOCK CELL 1/2" DIA L-BOLT �TT� (8" LONG) W/ 2- WASHER AT 32" O.C. MAX. 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ CONC. F-2x6 P.T. FROM BOT. OF NAIL3 AI IZ W. NUK. iu CLG. LINE A EQUAL EQUAL x6 7. 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 (2) 1Od ® 6' O.C. 3 1/4- DETAIL AT TOP OF SLAB 90" CORNER GROUT SOLD 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. f m = 1500 psi B. 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" 3/4" 7/8 MIN. HOLE DEPTH 7/8" 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 PE FREE OF DIRT OR GREASE. LIAD 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 g w #5 BAR SET IN EPDXY ADHESIVE �D I 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 SOLD W. CONCRETE SLAB (o, ''i 3/4' DIA. X 6" DEEP HOLE FOR Z m i w #5 BAR SET IN EPDXY ADHESIVE tD 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 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 OROOF EDGE O I d ----------------I y�A ( O I O -ROOF ------------- I EDGE O I O I O RIDGE 4' 2 --- 2 2 I It OO I O 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" O.C_ NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. 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 c b (i L�14 FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION L8-16-18 / Oc) co �� N�o W rNr 1 w� �Iw 4 p 6-4 [ 4 r� "1 Lo Lo m o 0) �y W co N �w o JZ)Ot` J U M X (A -Q OD LLLL � � Ul CD _jJ0'O� LL J m O � N - ` r'W) J o a�OQIlrnU Of W�co0 ZOQNU LOccl) Z CN ° M D- W J W PROJECT NO. 17-015-109 DATE DRAWN 8-24-18 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET 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 in ROOF CEMENT N.T.S. WOW SHEATHING OR CMU WEATHER RESISTANT BARRIER - STUCCO WRAP (FRAME ONLY) 7/8" 3 COAT CEMENTITIOUS COATWG (FRAME) 5/8' 2 COAT CEMETMOUS COATING (CMU) METAL LATH (FRAME ONLY) LAP WEATHER RESISTANT BARRIER & TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS TYP. FLASHING DETAIL 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 STEEL, R SHEATHING OR WO01 SIMPSON STRONG -TIE PANEL 'H2.5' OR 'LSTA18' AT EA. END OF 2x4 ANCHOR! VERT. STUD NOTE #4 ROOF SHEATHING EXPANSII HAND FRAME VALLEY DETAIL STRIP & ® JAMB THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HEAD LC HORIZONTAL SPAN IS GREATER THAN 8'-0" (ONLY) LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 BA TOP OF HIGHER BLOCK WALL Z Z 0 < Ir -- ----- -- li z w #5 BAR DOWEL TOP OF LOWER _ II W/ STD. 90' HOOK BLOCK WALL 1 I CONC. BLOCK WALL #5 BAR DOWEL jl VERTICAL FILLED W/ STD. 90' HOOK II CELL W/ 1-#5 BAR BLOCK WALL HEIGHT TRANSITION DETAIL D.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" X 8' X 4" (NOMINAL SIZE) GLASS BLOCK UNITS PANEL ANCHORS & REINFORCEMENT EVERY OTHER COURSE OR 16" 0_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" HILT] 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 EDITION MICHAEL C. ANDERSON l �i14�1e FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-16-18 Q C/) 0) co q W� N o Ga W rN Imo, �C 7 C]1C Q N Lo Lo m C- N o m W co N J co X �w o U) 'Q LuL co 0JD_oco _j 0coN — ` J o Lu U 0 Q Z � wU)IO-- W ")UO V) a. W J W I - PROJECT NO. 17-015-109 DATE DRAWN 8-24-18 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET A 6ml CORNER-1 FLASHING TAPE CORNER FLASHING TAPE TOP FLASHING TAPE SIDE - FLASHI TAPE FIN CORNERWINDOW TOP CORNER NAILING WINDOW BC SILL FLA SIL 1. CUT THE WATER RESITIVE BARRIER (1C) `WATER RESISTIVE BARRIERI !' f1ST CUT �- T--- T�4TH CUT, I I I I �3MAKE A 6� CUT RD I I FROM EACH TOP UP I , i CUTI I CORNER AT A 450 I I ANGLE TO ALLOW THE WATER BARRIER TO /!1,/__4501 j BE LAPPED OVER THE FIN AT THE HEAD OF I j/-`2ND} j I THE WINDOW. CUT -� I 11O 1 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 (IE) SO IT OVERHANGS 1" TO THE EXTERIOR. NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP EACH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (X- 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. 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 EXTERIOR 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 I I I I I 1 `���J 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-O" 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" G.C. NAIL 2 X 6 BLKG TO DBL TOP PLATE WITH 10d 0 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. ® 48" O.C. (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING - GABLE END TRUSS 15/32" PLYWOOD SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d 0 6" O.C. NAIL EACH TRUSS BOTTOM CHORD MEMBER TO 2 X 4 BLKG WITH (2) 10d 2 X 8 0 16" D.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/1/2" DIA. ANCHOR BOLTS 0 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 Iq 4'-W O.C. REFER TO ELEV. FRAMING PLAN HURRICANE STRAP ® 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' D.C. PLYWD. DECKING 2x4 BLKG. @ 48' D.C. ALUM. FASCIA & PRE-ENG. TRUSSES DRIP EDGE AT 24' O.C. / (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. / / 8d NAILS AT 6' U.C. TRUSS WEB MEMBER / / GABLE END TRUSS / � / NEITE1 / W HOLD FACE OF GABLE END 2x4 TRUSS BOTTOM \ TRUSS IN 3/4' BEYOND BLK. CHORD BLKG. AT \ \ FOR CEMENTITI❑US FINISH 4'-0' U.C. REFER TO \ \ FRMG. PLAN \ \ 11.` HOLD FACE OF GABLE END \ \ TRUSS OUT 1/4' BEYOND BLK. \ \ FOR SI➢ING FINISH \ CO) 16d \SIMPSON \ T EACH TRUSS COMMONS TOE \ VERT WEB MEMBER (24' D.C. MAX) NAILED EA. SIDE \ 16d COMMON NAILS AT 6' D.C. TO 2x6 P.T. PLATE EXPANSION JOINT AT CEMENTITIOUS FINISH 8x8 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 SECTI❑N 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 Lo m N o rn T (� wCpN o ~ J 0) X � o (n QLLco LL -1 0coN 04 ZOQ�U Cn L0 O i a w J w F- PROJECT NO. 17-015-109 DATE DRAWN 8-24-18 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET A 6m2 OPEN TO FAMILY RM. BEYOND BAR TOP � KITCHEN FAMILY RM. BEYOND FILLER FI �o 0 ■ 0 1:010 KIT. AT RNG. NOTES: 1. BATHROOM TOWEL BARS AT 54" A.F.F. 2. BOTTOM OF MEC�ICINE CABINETS AT 54" A.F.F. 3. TOP OF BATHROOM SHOWER TILE TO CEILING HT. 4. SHOWER HEADS AT 6'-8" A.F.F. 30" ( _ RAD. o- Q OPEN 00 LL TO 1 0 HALL 0_ 0 HALL ARCH 0 1 0 1 0 1 0 WALL MTD. LT. '—FILLER BATH 2 RAISE BAR1 WIN BREAKFAST ry ROOM 00 I to L` 0 CL 0 CER. TILE 30 RAD. OPEN LLER REF 21 42 ll OPEN TO BEYOND o SINK KIT. AT SINK /DW/REF WALL MTD. LT. MIRROR FILLER J J Q 0 0 0 0 f-0 3: Y M. BATH VANITY GREAT RM. WALL ELEVATION 14" W3042 W3 42 010 00 LAUNDRY ROOM 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE BARTOP DETAIL MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROMNCETOWN 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 _j ! I � o Ncy) Wti q C/)� No W N Q4 p Q1 O �1 to Lo N o m W ' N ~ J a1 J w 0 A)X cA cm Q LL J o � J07Q�ON �coU` W ZOQ�U co to O co d W J W H SHEET : ALL DUCTWORK PENETRATING ,GE CEILING SHALL BE R-6 ,GLASS DUCT WORK. -R VENT 1 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.M.U. PRIMARY DRAIN DRYWALL STAND AIR HANDLER DETAIL HVAC PLAN 1 /4" = 1'-0" row vmv LOW VOLDW � ECE'OmrA POWER SUAPtY r Ere-7TT.7'99UTAA .• - - r .r ERAPi Q-d4 i8 COhNlECiK+N Rt wwr MW L" AIR COOLED CONDENSING UNIT SLAB MOUNTED Mrs MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL LIC. AR0017305 1020 SW PROMNCETOWN 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 (o((q (lo FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-16-18 � � co Wti ��q q Iti qN N�o W C�da p Q-4 to N to C) m C)co W O r- w J U) M Q ct Q V- N 0 1 C) O J m Q � N J o W co(0 ZOUQfc� Lf) U) O r- 2 co D_ W J W H PROJECT NO. 17-015-109 DATE DRAWN 8-24-18 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 100 SQFT TOTAL 2398 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET A 8.0 Al2GE NOTE: TRUSSES AV DESIGNED FOR ASPHALT SHINGLES. LIF OTHER ROOFING MATERIAL IS USED, PLEASE NOTIFY TRUSS MANUFACTURER. 231 011 _ -z -T�-= N — o m � b p ~ 23- 0 /81, a N a a LID " /1i CEILING N 11 /4" a c Fn 111 - 041 FLAT C G 9 1\ CO3 0 Eo O N HATCH LEGEND SLOPE CLG 8" CIg. Hgt. 8' - 0" A.F.F. n` 12' -11" A.F.F. a FILE C JAN 3 0 2019 RECEIVED 12'4" 6 4 — — 19 4 -- JAB! 15 1'019 NON-BRG 3 iT, Lucie Cawniy, P®rmlttlng KNEEWALLS BYT TOt BLDR * ROOF TRUSS WEBBING IS DESIGNED w/ 2x4 SYP# o�°j�Cat• "•""°°++r T.O.P.@ 111ll AY 4YM,��y"a"y4N"r �, If UNLESS NOTED OTHERWISE, SEE ENG, g FOR SPEC, s �. �. v q ��+� I DIn9rRa11y sigrtd ;Anthony T. Tomba 111 °.� EvAn4hony TQrtlbO@WHEngln"fln.w, FLAT CEILINGS @ BEARING: HEIGHT LINO � � ; n Tcr�iid III Ha �9v� � e bLll; e�Ce .SaFiantl 083�1'ii 199-0 g NOTE #1: PLYWOOD NAILER BY BLDR AW F�i� ti ft, Ill F1 I II i�il7 , .,,t +.�.., 3015 R, NOTE #2: TRUSS (T03) END VERTICAL HELD BACK TO "°°# "+, ^qua ° FASCIA 363 n AVOID INTERFERENCE WITH LOWER TRUSS. Truss L a R�s4°�`� --- HIP LINE 122 h I Truss LD. A ��'{-+`}y?{7�? /- /� VALLEY LINE 24 a Gravity (> 5,000# V 11 ✓L 1 VOV# H EFIINb AREA UNDER VALLEY TRUSSES AND PAD OUT OVER 7 TO CREATE AL OF POP UP. 38 ��a2 �1 Qc o ao or54C t2 � 60 WASTE MATERIAL NOT INCLUDED Horizontal (> 350#) *• &DR TO VERIFY CALCULATIONS * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER d _ (UNLESS NOTED OTHERWISE) @ z g 3 * NOTE: ALL CEILING DROPS BELOW BEAM ARE a 3 BY BUILDER (UNLESS NOTED OTHERWISE) * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW aaao.��d=e TRUSS I.D. AND TRUSS LOCATION ONLY, THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN E d o -E O T AR OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. _ = s REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS a =1 FOR GRAVITY AND UPLIFT LOADS. _ e 9 ¢ __ � . =m FOR BRACING & ERECTION DETAILS REFER s o '� o „ _. TO BCSI-03 AND/OR ENGINEER OF RECORD d N d d C L d REPRESENTS THE LEFT SIDE OF a d .2 0 a d o � d EACH TRUSS DRAWING -- a _ � _ ( NOTE: REFER TO USP CONNECTOR CATALOG C W L s •�' FOR INSTALLATION DETAILS) _ d "3 aw s o o (A) JUS24 H j THD46 O _ _ OB - - - d = o e ¢ JUS26 (� MSH422 _ 03 cs ='E_- d THD26 �K? MUS26 �)I--- �s„3� _79 .� �= R: .n D� THD28 m a m y THD26-2 c - - - - o cv �" _ THD28-2 �N> - (V� o d E s `c E m m N d E .L- �- _m s E d E _ d u H O = 'G JUS46 HB6.- HANGER BY BUILDER �BB� BEAM BY BUILDER o y a` E o c d e ;r s te a m * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON s e d d o o = _' TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 Q d N e N= t .li STRAP (BY OTHERS) UNLESS NOTED OTHERWISE (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) LOADING ROOF D LOAD o o e 3 moo'> FL00 W N� ed LIVE LOAD 20 ASCE 7-10 a. ` o 0 0 o a o y 00 c� DEAD LOAD 7 160 MPH EXP B 'e d r LIVE LOAD 10* CATEGORY 11 o m 0 DEAD LOAD 10 ENCLOSED m e E _ e _ TOTAL LOAD 37 FBC-2017 L y t - o ❑ e d �I t d o z DURATION FACTOR 1.25 TPI - 2014 e - o ,^ c E _ _ T n _ = 9 T' REV DATE BY REMARKS C rn o= m 9 ii m e e e e L _ N o � e c y •• m d o a a y c c o = o _ r e m � •.- I off N t e_o my-•e c d m o c •_ _ a _ o ` o= o e E m o It is understood that above = ` 9 ' E ; conditions have been reviewed ❑ APPROVED & are acceptable for the fabrication at trusses, ❑ APPROVED AS NOTED g a s elevations, pitches, overhangs, & ='I ❑ ," _ REVISE AND RESUBMIT � ~ _ fascias,ceiling E .° d .9' elevations/pitches, bearing " 9 REJECTED conditions & all detail pertaining to this truss placement plan. No "e _ = E R m _ „ I back charges will be accepted without DATE= E previous written approval from an A-1 Roof Trusses representative. REVIEWED BY o a H o od _ PLAN DATE ARCH: 08/07/18 STRUCT: / /— _ . CUSTOMER RENAR DEVELOPEMENT CO a o = e JOB NAME HEINRICHS RESIDENCE d d 97 d d E E o w e c o e d E w N¢ OPTION(S) 15X10 COVERED LANAI N - COMMNTY a MORNINGSIDE/ LOT 109 / LOT # CITY PALM BREEZE OR, FT PIERCE, FL COUNTY ST LUCIE t BLDG GARAGE BLDG CAYMAN 1763 TYPE o `m rn� o o m e .- E a v RIGHT # B1 - e .6 e V O > Q.N d = W ';E. JOB # 73324 MASTERWRMSCMB1L15X10 a `e d d o . e DRAWN SCALE N 3 = = _ t- DATE 08/30/18 RH N.T.S. ~ E- Z. - d = d E o = o e A-1 ROOF E '2 c = = c E TRUSSES e A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409 1015 http.-Ilwww.aItruss.com C NOTE: TRUSSES ARE DESIGNED FOR ASPHALT SHINGLES. IF OTHER ROOFING MATERIAL IS USED, PLEASE NOTIFY TRUSS MANUFACTURER. HATCH LEGEND SLOPE CLG 8' - 8" Clg. Hgt. 1 8' - 0" A.F.F. �7 12' -11" A.F.F. NUN -MU ICNEEWALLS BY BLDR * ROOF TRUSS WEBBING IS DESIGNED w/ 2x4 SYP#3 T.O.P.@ 11' 4" NLESS NOTED OTHERWISE, SEE ENG'g FOR SPEC's FLAT CEILINGS @ BEARING HEIGHT UNO 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. * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO " LEDGER CONNECTIONS BY BUILDER d d (UNLESS NOTED OTHERWISE) ' w * NOTE: ALL CEILING DROPS BELOW BEAM ARE > ;9 d BY BUILDER (UNLESS NOTED OTHERWISE) L 9 * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW aae. _e=o TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN E OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. e REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. 0 o o e e FOR BRACING & ERECTION DETAILS REFER y o _ " y " .ei, N L G = CJ N TO BCSI-03 AND/OR ENGINEER OF RECORD -e e � N % v v a a n C yOj d � = O O " REPRESENTS THE LEFT SIDE OF � a � � g s % EACH TRUSS DRAWING e e= ( NOTE: REFER TO USP CONNECTOR CATALOG FOR INSTALLATION DETAILS) (� JUS24 THD46 t L.N y E e o ©I JUS26 MSH422 THD26MUS26 �� d e= ae e (D)�THD28 � - �,T�II o (E; THD262 M U)' o a a d e 9 �i U THD28-2 N � ... y O L 9 m _ E e a+ a E a E a Q, _ HBB' HANGER BY BUILDER BEAM BY BUILDER = - o � e e U 9� E 5 c y o a a `o e e v _ N * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON = ; •s " e " c e s TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 n N O N y STRAP (BY OTHERS) UNLESS NOTED OTHERWISE -._ � 4 (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) LOADING ROOF FLOOR WIND LOAD r•��=dd�-�o o LIVE LOAD 20 ASCE 7-10 o a a o= - =eo�eads3 c� DEAD LOAD 7 160 MPH EXP B o LIVE LOAD 10* CATEGORY II A m= 49 ` e c� DEAD LOAD 10 ENCLOSED m e _ m p n a E. E o o FBC - 2017 TOTAL LOAD 37 ` - F z DURATION FACTOR 1.25 TPI - 2014 i °^ REVj DATE BY REMARKS e e as oa c u = _ o e N e c 'o a= .� s E ._ ` a v F o• •3 3 •¢ s =o E e e _ o � It is understood that above d E T conditions have been reviewed APPROVED & are acceptable for the _ e ❑ APPROVED AS NOTED m fabrication at trusses, 6.E a o o e elevations, pitches, overhangs, s _ _ 5 REVISE AND RESUBMIT s o d `= E fascias,ceiling e .° �� d elevations/pitches, bearing _ �' „> F-I REJECTED conditions & all detail pertaining to this truss placement plan. No � e _ o _9 M � am back charges will be accepted T " DATE without previous written e o d d approval from an A-1 Roof Trusses representative. REVIEWED BY m e r PLAN DATE i ARCH: 08/07/18 STRUCT: CUSTOMER RENAR DEVELOPEMENT CO a JOB NAME HEINRICHS RESIDENCE 1- v M E E � o ae o ._ OPTION(S) 15X10 COVERED LANAI & e 3 " e -E COMMNTY o e '- MORNINGSIDE/ LOT 109 /LOT# C y T O e y E c o c o _ � e - CITY PALM BREEZE DR FT PIERCE FL c e O e e i o e a N 'O N 'O w 3 C3 m m COUNTYST LUCIE s s __ BLDG GARAGE BLDG CAYMAN 1763 �- a o ` E > TYPE RIGHT # B1 _ - o - o = e -6 _ a o a ^- O y . ` .� t C p •a E C u JOB # 73324 MASTER WRMSCMB1L15X1O a •o a ,mo � o 0 o . e DRAWN SCALE s ' = e DATE 08/30/18 LU 2 s o- E ` RH N.T.S. oe=_ ^ogd> _ z '- do " - _ u o u a� r o 0 6 O c m m e ,n o ` _ V. e s EA-1 ROOF e T.RUSS E5 II I AFLORIDA CORPORATION Ie- „- e Ph 772-409-1010 / Fax 772-409-1015 c http://www.aItruss.com