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HomeMy WebLinkAboutPLANS05\ 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 PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT APPROVAL DESIGN PRESSURES ID HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16 TEMPERED 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 1 + 49.0 - 40.0 PSF W/ SDLT. SMOOTH STAR ,� r. rr 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, 1r' O.C. MAX. JAMBS: SPACED 6" FROM CORNERS,17" FL15332.6 +/- 40.0 PSF (MIN) O.C. MAX. SILL: SPACED 6" FROM CORNERS,1r' O.C. MAX. ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) Q WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) Q WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) 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 3116" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) Q WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) EQ 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 3116" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) Q WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 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 ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL 12856.2 +/-54.0 PSF (MIN) HURRICANE SHUTTERS 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', T' SPANS UP TO 9'-2", 54 PSF:11.1" O.C. SPANS UP TO 5', 6.1" SPANS UP TO 74' TABLE R301.2(1) ue-r,r nun r_crnoeou�r ncc,n" r•orMo,A GROUND SNOW WIND DESIGN SEISMIC DESIGN CATEGORY' I SUBJECT TO DAMAGE FROM WINTER DESIGN TEMPO ICE BARRIER UNDERLAYAAENT REQUIRED" FLOOD HAZARDS' AIR FREEBT INDEX MEAN ANNUAL TEMP She, TapogreWic Weathering' Frox linev 7emile` LOAD („Ph) atx,gs (NA) ff doh NIA See Fig. R301.2(4) I NIA I Negligible NIA Very NIA NIA WA f For SI: 1 pound per square foot - 0.0479 We. 1 rose per hour - 0.447 mra a Weathering is "neglible" for mrxrete as determined from the Weathering Probability Map IFgum R3011S)). The grade of masonry units stag be delermined from ASTM C 34, C 55. C 62. C 73, C 90. C 129, C 145, C 216 or C 652. b. Reserved. a Termite infestation pat Figure R301.2(6) leIvery heavy" d. Wind speed shall be from the basicvdnd speed map [Figure R301.2(4)). Wnd exposure category shall be determined on a site-spetlflc basis in woordencs with Section R301.2.1.4. e. The outdooe design dry-bulb temperature shall be selected from Ore columns of 97 112•percem values for winror from Appondx D of the Ronda Buddng Code, Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local dimates or bml wredher experience as delen fined by the Milding omdel. L Reserved. g. The applicable governing body shall, by local tbodplain floodplain management ordinance. specify (a) the dale of the junsdc atm s entry into the Nebxal Flood Insurance Program (date of adoption of the first code or ordnance for management of flood hazard areas). (b) the date(®) of the Flood Insurace Study and (c) the panel numbers and dates or all correctly effective FIRM and FBFM, or other flood hazard may adopted by the authority having junsddion, as amended. h. Reserved. L 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 SQ. FT. / 150 (F.B.C. R806.2) - 15.62 SQ. FT. PARAMETERS: LINEAR FEET OF 16" WIDE SOFFIT - 165.5, 12- WIDE SOFFIT - 43.1% 8- WIDE SOFFIT = 49.6 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 SO. FT. X 11.74 SO. IN. / SQ. FT. X 1 SO. FT. / 144 SQ. IN. - 24.14 SO. FT. CONCLUSION: VENTILATION PROVIDED - 24.14 SQ. FT. > VENTILATION REQUIRED - 15.62 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE 1 have reviewed the above product approval Information and approved it. Name: Ptlyd uiY/ AY yLQU/J`�GrJ� Signature:��i/ Certification /Numbers A-P-oo i -Z3r � Date: � 1 65 �� [ 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 / -28.0 PSF 50 TO 99.9 24.7 PSF / -27.0 PSF 100 TO 499.9 23.5 PSF / -25.0 PSF 500 AND ABOVE 20.6 PSF / -22.0 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE 0 to 19.9 27.7 PSF / -37.0 PSF 20 TO 49.9 26.4 PSF / -34.0 PSF 50 TO 99.9 24.7 PSF / -31.0 PSF 100 TO 499.9 23.5 PSF / -28.0 PSF 500 AND ABOVE 20.6 PSF / -22.0 PSF F PROJECT & CODE DATA *PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION) TYPE OF CONSTRUCTION: CBS X BUILDING DESIGN: ENCLOSED ULTIMATE DESIGN WIND SPEED:140 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: II EXPOSURE: B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 FRAME X OPEN 160 MPH X MEAN BUILDING HEIGHT: 15' 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 FI LE CO Y em 91 ED FO CODE COMPLIAN E ST. LUCIE CO y BOCC k). J1 MICHAEL ��C.�..��ANNDERSON sMW at. Lu e(tgy, PLAN REVIEW REVISIONS QBUILDING DEPT. COMMENTS 8-14-19 MASTER PLAN REVISION 8-16-18 �n M rn CD (V O � �m uJcoty IN u, JrnMX J�COct i ILL_ CD 0 -j W CD D -jCo0 N CD m WHO`s/ Z0 0 O a cl W J H PROJECT NO. 17-015.097 DATE DRAWN 7-11-19 PRAWN BY MCA CAYMAN 17Q3 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 CVR PLANS DESIGNED TO MEET THE THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) I FL. LIC. AR0017305 I // 23'-0 3/8" 14'-11 5/8" 0 I r` C 1 c 8" 1'-4" A DETAIL 1 CONC. A/C PAD 6x6 - in in WWF 6x6 - 10x10 WWF w OR FIBER MESH OR FIBER MESH a 2-#5 8, BARS -4" DETAIL 1 CONC. w SLAB > o GRADE 2-## 1 12"(MIN) BARS BELOW D DETAIL 1 CONC. 1- #5 SLAB BAR R 4 '4�8" G DETAIL 1 CONC. SLAB BARBS + + 2'-0" C DETAIL 1 6x6 - 10x10 WWF OR FIBER MESH CONC. 11-0" SLOPE SLAB _# s GRADE BARS F DETAIL 1 5 1 2" FRAME 7 5%8" BLOCK w CONC. SLAB 2- #5 t'-4" BARS /'JDETAIL - S.G.D. 1 CONC. 8" 8" SLAB _ � VARIES � � ---- - iv 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" AE = 58'-9" BD = 64'-6" BF = 68'-6" UIMLNJIUNS AKL ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 1/4" = 1'-0" 1-#5 CONC. BAR SLAB H \ DETAIL 1 CONC. 2-#5 SLAB -r BAR 1 4" 4" K DETAIL 1 CONC. w x SLAB j o i/L� I 8" Ht DETAIL 1 CONC. RECESS SLAB AT WALL M d. GRADE 2-## I BAf2S M DETAIL 1-4 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN 3" MI — DETAIL FOOTING & REBAR 1'-0" 1'-0" TRANSITION PIPE THRU PF FTG. DETAIL t 2" TUB/ SH WR. 2" LAV 3" 3" V.T.R.I .r I 3" 1 I W.C. I 2,1 I LA ✓ I I 3" I j W.C. I I I CONC. SLAB 001 4'418.1 G1 DETAIL 1 2" V.T.R. 1 I I I LI 2" Ij 2" V.T.R. SINK JI1 I I I I 3" 2" WASHER 3 I I I I I 1 CLEAN OUT 3' 3" MAIN Y TO SEWER 2" 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 EDM REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC MICHAEL C. ANDERSON -? 1 1; ` FL. LIC. AR0017305 u> CD o 0) UI-6ifr'- CCS w o J 0 X 0)- Q LL 00 Z in -1 0 co J_ m Q 1 N z_ co w N U crwI.:(PQ ZNQ�U �� co0 IN. 2 M D- w w N PROJECT NO. 17-015-097 DATE DRAWN 7-11-19 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 SHE ET A loO 0 I ti 23'-0 3/8" 14'-11 5/8" =� I- C.B. COLS.— I Ij TOP + 6'-8" A.F.F.—'.^�'�`�T m NJ ■ P.C. HDR. ABV. ■ 23'-8" 14'-4-4" 14'-2" LANAI 1 0 8'-0" CLG. O+7'-4" CONC. SLAB I o HDR. HT, 8'-0" 3'-8" I ■ R/S 0 0 cn 2N O " I to i 1 8' CLG. _ _8'-0"_CLG. _ — 8'-8" CLG. -1 ■ ■ ■ ■ I HB I I I I _ _9'-01, I i° 13'-7 1/2" 1 14'-1 1/4" R/S ■ ® ® MASTER BEDROOO co 42' H. 2X4 I COFFER I KNEEWALL I FAMILY ROOM O 44 i VAULTED CLG. ■ +6'-8" 3 5" 2 - /2" 2'- 42" H/ I N 2'-0' HDR. HT. ■ -. wAu 8' CLG � 'coI z I-- — — — — — — TYP. O I N 0 N x O I ■ L I N 4 Lo O 10'-O" ■ i7 3'_ " I 4'-1 1/4" 3'-0" 5 -0" 5'-7 1 11'-4" r-_ I - - ---- RAISED 2-3 1/2 I RAISED 11 BARTOP DEN/BEDROOM #4 I BARTOP 11 SINK W/ I ■ VAULTED CLG. o M II DISP' I ■ B O 1 ; LIVING R00 `° II ° KITCHEN j j r` CATHEDRAL CL O I I VAULTED CLG. N HDR. HT. ® I II o \ o I ■ 1 R/S I L I Z d ■ O - —R/S— — r7 Lo g N ■ I 1 O I BREAK ST 2 -5" O VAULTEDCLG. +6'-8" 5' -7 3/4" 5'-4 1/4" Uz 15'-15 1/4" b Qo " 9'-6 1/2" 111 HDRS" HDR. HT. z 5 11 ■ HT. 04 BEDROOM #3 4 VAULTED CLG. M I 4 -4" - N I DINING ROOM � 8 CLG. N CAT,EDRAL CLG. j 5 SH. W. SHELF iv ABV. ■ ( 8'-0" = 8' CLG. I iv ® NAC D. 1" I - \ M.T. `-DRYER — — — V.T.W. CTR. ■�18' CL ® 3'-7 1/2 7'-1 3/4" 18'-3 1/2" WH " 7'_g" _ 1" IN VAULTED CLG. o O 'n HDR. r-� of a- ao 1 O M �I HT. u ih M.T. / 122"x54" i x ATTIC ACCESS � ■ 9 — ----- ■ ■ °' g N GGND ® HDR. HT. O1o'-4" GARAGE ABV. 8' CLG. ■ 6'-0" 1'- 3'- 3/4 ■ 0 ul) ■ CLG HT. o I I M ■ HB BEDROOM #2 6"W. ARCH ABV. 8' CLG. SEE ELEV. — — — O +6'-8" O I ;n HDR. HT. o c=i oo LJ _ ll'—R] N a 3'-10" 1 8'-6" 12'-4" 1 6'-4" 20" 16'-0" 19'-4" 20" FOYER ARCH ELEV. 1 /4"=1'—O" FLOOR PLAN 1/4' = 1'-0" DOOR SCHEDULE O 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 BIFOLD 1 INT. DOOR 8 4068 BIPASS 3 INT. DOOR 9 2068 BIFOLD 1 INT. DOOR 10 16070 OVHD. DOOR 1 GARAGE DOOR 11 _7 2868 POCKET 1 INT. DOOR WINDOW SCHEDULE O SIZE PER R.O. SUPERLDG. Q REMARKS A 35 SH ELLIPSE 1 MUNTINS B 25 SH 2 C 4'W. X 3'-4"H. GLASS BLOCK 1 D 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 EDITIOP REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-16-18 ti ti C3) �cy) Q O rn co E� O rn o co L W co N ^y J�CD ctw - corn A o co ^ Q LL a0 ILI C. ^, 044 Jmpr� W (14 co CD �-7 CR (7 Z UO Q r V �LID co O ti S M d W L=====j W PROJECT NO. 17-015-097 DATE DRAWN 7-11-19 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SOFT GARAGE 387 SOFT LANAI 148 SOFT ENTRY 100 SOFT TOTAL 2398 SOFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET A 2mO 38'-0" DRYWALL BOARD Bone DOOR FRAW FASWO nWXH BUON W/ 3-1�4' x 1/4' (YN) TAPOM MA TAPCON O HEAD/JAMB DETAIL EXT DOOR (YAX) bo" DOOR TTRESHOID SET N BED OF CAUX R FASTENED TO SILL W/ 31, DIA TAPCONS O1B O/C SILL DETAIL EXT DOOR REAR ELEVATION 1 /4" = 1'—O" NOTES: 1. WALL FENESTRATION PER FBCR 2017 703.4 2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS, FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF ROOFING CEMENT. 3. 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") W/2" SPACE BTWN.— _ ENTRY TRUSS BRG. --- 6"W. RAISED TRIM (PROJ. 3/4") TOP OF BLOCK t0 OD = (V �o CEMENTITIOUS COATING ON BLOCK I I IR 1 1°i TOP OF SLAB A.F.F. (REF. ELEV.) '-4"W. RAISED BAND (PROJ. 1-1/2") ALIGN TOP W/ WINDOW SILL O 6'-2" --JERAD_— RETURN BAND 24" ALONG SIDE WALL(S) FRONT ELEVATION 24" SIDE WALL 12 TRIM RETURN \ 6 CEMENTITIOUS COATING ON LATH ' FOYER WDW. HDR. HT. +10'-4" A.F.F. 12 61 kNtr. tttV.) 16"OVERHANG TYPICAL UNLESS OTHERWISE NOTED ALIGN TOP OF TRIM W/ GARAGE DOOR HEADER ALIGN TOP OF BAND W/ BR. 3 WINDOW SILL HT. LEFT SIDE ELEVATION El to lal� 1/4" = 1'-0" W OR fx4 P.T. BUCK SET N T AND HAILED W' CASE HARDENED WX NAILS AT fY O/C MAX CM OR MASONRY I u •. ALULNAAL FRAME FAM TEND BUCK W/ 3/18'x3 f/4' TAPCON SMAX O 24 IN PRED' f0D HOLES BY MAMFACRARER PEAWASR GNAXWG GEMENBNRIUS FUS N HEAD DETAIL RIGHT SIDE ELEVATION SW= FN6H PERIERER OUJO NG CONG OR MASONRY 104 09 tie P.T. Sm SET N SEALANT AND MUM r/T-1/C CASE HATmENEO 1 CO< NAlS AT 24' OA'_ WTAPCOhlSAT24-0,CMAX DWYNALL BOATELCAUA7aMEUOTDOOR FRAFASTEN INRU BW/ W/ 3-1/r x f/r) N HE.NIfO HOES BY MNAFACIU ER JAMB/HEAD DETAIL (SGD) bo° 1 /4" = 1'-0" FASTEN RN SEL W/ sY;D FLOW GOAW �GaN27fTE� SLAB SILL DETAIL (SGD) HOLES BY MANLFACRRER / SEaff FRAME TO SILL PGAVER CAUUM L/ RIN I SUCONE OlEHDROUS FWW CAUUv NC GONG OR MASORY IX3 OR 10 P.T. BW SET N (10. SEALANT AND HALED - o 80 Oo ,a, CASE HARDENED COILNAIS AT 12 0/G T MAX L PRECAST OR POURED SILL PERNAEiER CAUUM l `ORYWAU. BOARD L� CAUUQW JAMB DETAIL WIND❑W SILL DETAIL WIND❑W 12 16 24" SIDE WALL TRIM RETURN 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 — _TOP OF BLK +8'-0" A.F.F. — TOP OF SLAB +0'-0" A.F.F. —(REF. ELEV.) TOP OF BLK. +8'-0" A.F.F. —TOP OF SLAB +0'-0" A.F.F. RIEVIEWELD FOR OD 31f 00 MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-16-18 1-4 ti oG� �wrn �co W 14 CO rn h� Q) r rn r L11 O 0) r co W co 04 UI-0)^ CD �jo w -i _ x N '<LL 00 0J�O(0 ;z JC0000N m Q LL CNp� V W F_ O0 (1) z000U �LnU'o � x m D- W J W 1— PROJECT NO. 17-015-097 DATE DRAWN 7-11-19 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 1 /4" = 1'-0" PROVIDE 2x4 BOTTOM CHORD BLKG. AT 48" O.C. SEE NOTE #2 - OH 1'-4" - OH NOTE: TOP OF BEARING AT B-10 LANAI +8'-0" 0 A.F.F. '�Illli! E MrA In I I 111111 mill BF mi uo o B-2 P.C. HDR. BOT. +6'-8" AFF �t 2:10 2x4 "X" BRACING TYP. 2x4 BOTTOM CHORD BLOCKING TYP.-SEE NOTE #2 0 -1 •-4" OH _ 1'-4" OH P.C. LINTEL BOTT. 6 -8" 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 > 24-lOd X 1 1/2 TO PLATES 24-1Od X 1 1/2 TO STUDS F =FILLED WITH GROUT / U =UNFILLED QUANTTY R AT BOTTOMI13F LINTEL�CAVITY F16-1B/1T LQUANTITY OF HT REBAR AT TOP TYPE DESIGNATION NGMINAL WIDTH - NOMINAL HEIG 8F16-iB/1T F- a �g L7-5TSTUj 8' MINIMAL 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" M MIN, (1) AT DDP /2' CLEAR N5 REBAR AT BOTTOM OF LINTEL CAVITY 12 PER ELEV. 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 8-3 42" 81F16-1B 6113 PLF 3547 PLF B-4 68" 8RF14-1B 4567 PLF 1960 PLF B- 5 54" 8F16-1B 6039 PLF 2507 PLF 8-6 70" 8F16-1B 1459 PLF 1272 PLF B-7 112" 8F76-1B 1818 PLF 980 PLF B-8 64" 8F16-18 5365 PLF 2290 PLF B-9 90" 8F16-1B/2T 2661 PLF 1634 PLF B-10 168" 8F16-1B/2T 1002 PLF 709 PLF B-11 126" 8F16-1B/2T 1533 PLF 1183 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 ® 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. 0 24" O.C. VERT 0 (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST UNTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR (REF. ELEV. 0'-0") 7. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE 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) I10 MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-16-18 ti Owco �wrn � � W * N O O Co E---, 44 O Lo rn N O co W t0 (V U1-rn� w J = mt � M cz s N z p J Of O co n LL -jm0�N W 04 inQ LL 030 w W I-: (p Z0<r - co �iDU04 O e CL W J W N PROJECT NO. 17-015-097 DATE DRAWN 7-11-19 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SOFT GARAGE 387 SOFT LANAI 148 SOFT ENTRY 100 SOFT TOTAL 2398 SOFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET A 4mO us COACH LTS. PREWIRE - - - FEEDER 120/240V-1PH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 AMP BUS AMPS = 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 0 32 33 • • 34 35 36 37 38 39 • • 40 41 42 EXTENT OF AREA FOR VINYL OR TILE PER CONTRACT ELECTRICAL PLAN 1 /4" = 1'-0" ELECTRICAL NOTES 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER EQUIPMENT AS REQUIRED BY N.E.C. 5. IF NE BRANCH CIRCUITS ARE ADDED: A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12 (B)). B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2008 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES. NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND 2017 F.B.C. LEGEND SURFACE MTD. CEILING FIXTURE PENDANT FIXTURE RECESSED LIGHT I > WALL MTD, BRACKET E 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) EO• WALL MTD, SMOKE DETECTOR Q CEILING MTD. SMOKE DETECTOR CEILING MTD. CARBON MONOXIDE DETECTOR �J 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 0 110 V. JUNCTION BOX -6'}- SWITCH 8 42' A.F.F. O- RHEOSTAT SWITCH E 42' A.F.F. TP U TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION L= 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) REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-16-18 C)Gza � w rn W � � U) co -)F W C/) O o N to to rn Co a- (p W (p CV J ~ 0) r �w X o - Q LLL 00 z Lu in_jW0(Nco J CO Q OD N 1 J 0 ('WJ mQLLC4 �W�_:(p(9 Z0<� � Lo�0 nN. _ r> 0_ w J W H PROJECT NO. 17-015-097 DATE DRAWN 7-11-19 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 LASHEET 5mO 12 PER ELEV. R-30 INSULATION 1/2" CLG. GYP. BD. 8%8" U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 REBAR CON" PRE-ENG'RED PRECAST LINTEL SEE SHEET A 4.0 FOR DETAILS 1x4 P.T. PLOYCEL SEALANT P.T. WOOD BUCK ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) MARBLE SILL 1/2" DRYWALL ON tx2 P.T. FURRING ® 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER - WD. BASE - 4" MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER CLEAN COMPACTED POISON FILL ARCHITECTURAL FIBERGLASS SHINGLES OVER 15# FELT ON 15/32" 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. R ROOF PLAN _ TTOP_OF_BLOCK T REFER TO EXT. ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT WDW HDR. H_T. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS CEMENT171OUS COATING OVER 8x8x16 CONC. BLOCK 1-#5 VERT. BAR TIED INTO #5 BAR DOWEL W/ STD HOOK AND RUNNING INTO LINTEL I (LOCATIONS PER FDTN. PLAN) 0' 011 - Y TOP OF SLAB I I FINAL GRADE -) I 1 STUCCO STOP AS REQ'D. _ PER LOCAL BLDG. DEPT. III - CONC. FTG. PER FOUNDATION PLAN TYP. EXT. BLOCK WALL 2x6 P.T. I �I LINTEL II I 2x4 STUDS 0 SPACING II PER PLANS I I VERTICAL FILLED CELL W/ 1-#5 BAR - I 1 CONC. BLOCK WALL I (2)2x4 P.T. W/1/2" DIA. COUNTERSUNK BOLTS ® 24" O.C. VERT 2 1/4" MIN EMBEDMENT II WITH 2" SQUARE X 1/8" THICK HURRICANE WASHER Ij II - I TOP OF SLAB ` ----- EXTERIOR FRAME WALL TO CONC. BLOCK WALL CONNECTION • • V00 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. 2x6 P.T. FROM BOT. OF NAILS AT 12" O.C. -I FHDR. TO CLG. LINE EQUAL EQUAL N 1/2" DIA L-BOLT (8" LONG) W/ 2" WASHER AT 32" O.C. MAX. - M GARAGE DOOR OPENING N ELEVATION GARAGE DOOR DETAIL 2x6 P.T. (2) 16d ® 12" O.C. �- \-(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 w w zm �w i0 STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 3 SEC. BURST PER 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 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" 5/8" 7/8" MIN. HOLE DEPTH 3/4" 1 6„ 7/8" 1 1 /8" „ AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R OVED PRIOR TO EPDXY INSTALLATION. THREADED ROD STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. L AD 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 IESTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAO TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWG COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 3/4" DIA. X 6" DEEP HOLE FOR #5 BAR SET IN EPDXY ADHESIVE TOP OF BLOCK WALL 25" MIN. LAP OF REBARS 3,D00 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 Y[iT�iI�yR1:3 (W' 3/4" DIA. X 6" DEEP HOLE FOR w #5 BAR SET IN EPDXY ADHESIVE 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" COX 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 --/ 2O I d ------------------I S� Oj Oj I O -ROOF A 1 EDGE - - - - - - - - - - - - - I RIDGE 4' O I O 10 1 2 2 O - O � 2 REVIEWED Ci CODE COMPLLIV4CE, 1O ZONE 1-USE 8d RING SHANK NAILS 0 6" O.C. T. L.UCIE COUNT"` O ZONE 2-USE 8d RING SHANK NAILS OZONE 3-USE $d RING SHANK NAILS BOCC 0 6" O.C. ® 4" O.C. NAILING PATTERN FOR ROOF MICHAEL C. ANDERSON 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) FL. LIC. AR0017305 PLAN REVIEW REVISION MASTER PLAN REVISION 8-16-18 uo Lo rn Corn co W 2 N 1- J 0, J US A czW o x w U) -QLLN j Q O N _ LL a_j0:0G J m O 1` N - ` J Z0 O_Lu u')NO n = M O• W J W r PROJECT NO. 17-015-097 DATE DRAWN 7-11-19 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 6.0 INSTALL SIMPSON HTSM16 W/ (8) 10d NAILS TO TRUSS ATTACH STRAP TO LINTEL W/ (4) 1/4" x 2-1/4' LINTEL BLOCK TOP COURSE MIN TAPCONS VERIFY NUMBER OF TAPCONS FILLED W/ CONC. & 1-#5 WITH CONNECTOR SCHEDULE 8" X 8" X 16"— CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR ALTERNATE TRUSS ANCHOR DETAIL N.T.S. EL: 36" ABOVE ADJACENT FLOOR 5x5xi" WELDED FLANGE N 1 1 1' 3" 0 x 1 /4" 5 BOLLARD STEEL PIPE }" TAPCON TYP.4 DETAIL WELDED Z Z F~_j rn�a zw TOP OF LOWER � = w a BLOCK WALL #5 BAR DOWEL W/ STD. 90' HOOK TOP OF HIGHER BLOCK WALL #5 BAR DOWEL W/ STD. 90- HOOK CONC. BLOCK WALL VERTICAL FILLED CELL W/ 1-#5 BAR I II I BLOCK WALL HEIGHT TRANSITION DETAIL PRE-ENGINEERED ROOF TRUSS - CONCRETE "U" BLOCK TIE -BEAM TOP COUR_' HORIZ. 2X2 NAILED TO VERT. 2X2'S W/ (2)-10d NAILS SOFFIT DETAIL ALCOA TRADITIONAL "F" CHANNEL W/ 5/8" CASEHARD "STUB" OR "T" NAILS 0 10" O.C. IN CONC. BLOCK. OR NTH 8d NAILS 0 10" O.C. IN WOOD 2X2 NAILED TO EVERY OTHER TRUSS TAIL W/ (2)-10d NAILS rw�l ALUM. NAILS 0.12 DIA. E PL 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 "ALCOA TRADITIONAL VENTED ALUMINUM SOFFIT #V-144 N.T.S. 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, M SHEATHING OR WOO[ SIMPSON STRONG -TIE PANEL 'H2.5 OR LSTA18 AT EA. END OF 2x4 ANCHOR', VERT. STUD NOTE #4 HAND FRAME VALLEY DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" O.S.B. SHEATHING OVER WOOD TRUSSES CEMENTITIOUS FINISH ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL JOINT STUCCO FINISH ON BLOCK FLASHING DETAIL AT R❑❑F FRAMING ON MASONRY ROOF SHEATHING EXPANSK STRIP & 0 JAMB HEAD LO (ONLY) MORTAR JOINTS 1/4" TO 3/8" (TYPICAL) 8"X8"X4" (NOMINAL SIZE) GLASS BLOCK UNITS PANEL ANCHORS & REINFORCEMENT EVERY OTHER COURSE OR 16" O.C. WHICHEVER IS LESS ASPHALT EMULSION THIN MORTAR SPECIFICATIONS SILL LOCATION GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE) MORTAR: TYPE "S" PER ASTM C 270. REINFORCEMENT: LADDER TYPE, 9-GAUGE, 2" WIDE WITH BUTT -WELDED CROSS WIRES AT 16" O.C., HOTT DIPPED GALVANIZED. PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 3/4", HOT -DIPPED GALVANIZED, AT BOTH JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4" LONG PANHEAD SCREWS WITH #10 WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" HILTI KWIK BOLT II. EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE. SEALANT: SILICONE TYPE. GLASS BLOCK INSTALLATION USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE THROUGH THE WOOD DECK BY AT LEAST 1/8" PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE SHINGLE SIDE VIEW SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. 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 REVIEWED FOR CODE COMPLIANT ST. LUCIE COUNT BOCC MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION ,, Lo rr "�I Q ti Q co � W r� w � Q \ti CO N to N rn •- N O 0) w L LLI co N J CD r1 w 0 J U) U_ Co w Q w ? �_ p N LL pJ0:�c0 J m Q N CU:3 - ZJ 0 It W 1- co. (9 ZOQ�U fr'nN0 � _ co a. Li J W F- SHEET A 6ml CORNER \ FLASHIN TAPE VVVVVV CORNER FLASHING TAPE FLASHING TAPE SIDE FLAS' TAPE SIDE FLASHING TAPE WINDOW TOP NAILING 1. CUT THE WATER RESITIVE BARRIER (11C) wATER RESISTIVE BARRI R1 I , / lST CUT �- T-- TH CUT, I I I I �3RDI I MAKE A 6" CUT I FROM EACH TOP UP I I CUTI I CORNER AT A 450 ANGLE TO ALLOW THE I I 4501 1 WATER BARRIER TO I I TYPI I BE LAPPED OVER THE I I I I FIN AT THE HEAD OF I I/'`2ND�- I 1 THE WINDOW. l I V_-CJ1T_" G I I 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 WILL EXTEND 6" UP EACH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER ()r 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 11 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) EXTERIOR , I I I I I I I I 1 I I I 1 I O I I 2 I I I I I I I I I I I L_--- I " 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 0 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.) 11 TRUSS SETBACK PER FRMG. PLAN 2x4 TRUSS BOTTOM ROOF 12 CHORD BLKG. AT SHEATHING PER 4'-0" O.C. REFER TO ELEV. I FRAMING PLAN HURRICANE STRAP ® EACH TRUSS PER /� (2) 16d COMMONS FRMG. PLAN 0�0' / 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 2x4 TRUSS TOP CHORD BLKG. @ 48' D.C. i PRE-ENG. TRUSSES AT 24' O.C. — 2X4 45' CROSS BRACING W/(2)16d NAILS AT EA, TRUSS WEE MEMBER 2x4 45' CROSS BRACING SCHEDULE SPAN BRACING REWD. GREATER THAN 20 FT. SPACED 4'-O' D.C. 10 FT. TO 20 FT, (3) PAIRS AT 1/4 LESS THAN 10 FT, POINTS (1) PAIR AT MIDPOINT 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0' O.C. REFER TO FRMG. PLAN — (2) 16d COMMONS TOE NAILED EA. SIDE 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 X-X 15/32' CDX PLYWOOD SHEATHING "~- 2x4 BLKG. @ 48' D.C. (2) 16d COMMON NAILS AT EA, 2X4 LADDER FRAMING - 2X4 STRONGBACK IF GABLE TRUSS IS TALLER THAN 8'-0' GABLE END TRUSS SET 3/4' FROM FACE OF CONC, BLOCK 15/32' SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d NAILS AT 6' O.C. 2X4 'T' OR 'L' STRONGBACK AT GABLE VERTICAL LONGER THAN 48' - CONNECT WITH 12d NAILS AT 12' D.C. -SIMPSON HETA20 AT EACH TRUSS VERT WEB MEMBER (24' D.C. MAX) 16d COMMON NAILS AT 6' D.C. TO 2x6 P.T. PLATE CEMENTITIOUS FINISH OVER FRAME CONSTRUCTIION APPLIED 2 LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL OR 1 LAYER OVER AN APPROVED HOUSE WRAP. EXPANSION JOINT Fb ArTN CEMENTITIOUS 2xI�.q. PLATE CONT. W/ 1/2'x @ 32 sac aoLrs REVIEWED FOR CODE COMPLIANC ST. LUCIE COUNT) MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 MICHAEL C. ANDERSON Q) W � � C/)M 4E- ww 0) rC~ C6 &.4 b Lo C4 C) 0) (O LU co 0) cV J H 0) ~ WCZ J -Q LL o -- ap QJd'Oco ^ J m Q OD N ('w) mQLCDO L a.Wl-:cq ZOQ^U Lo w O rc) a LLI J W N PROJECT NO. 17-015-097 DATE DRAWN 7-11-19 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SOFT GARAGE 387 SOFT LANAI 148 SOFT ENTRY 100 SOFT TOTAL 2398 SOFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EC FL. LIC. AR0017305 OPEN TO FAMILY RM. BEYOND BAR TOP—, 7� C KITCHEN FAMILY RM. BEYOND FILLER • . 1 1 A FILLE KIT. NOTES: 1. BATHROOM TOWEL BARS AT 54" A.F.F. BREAKFAST ROOM 0 0 0 0 0 0 o ■rB14 0 0o 0B15 B 6 B 6 RNG AT RNG. 2. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. 3. TOP OF BATHROOM SHOWER TILE TO CEILING HT. 0 ~ _ z 0t r7 < 0 4. SHOWER HEADS AT 6'-8" A.F.F. M. LAV VB 127 30" I I v RAD. El OPEN 00 LL TO 1 0 HALL Co o HALL ARCH WALL MTD. LT. W.C. FILLER BATH 2 SHWR. a I WALL MTD. LT. CER. y TILE MIRROR FILLER RAISE BART KIT. OPEN TO BEYOND ntr AT SINK /DW/REF J Q 00 00 - W Co Ll I z a j 0 to VB60 01 M. BATH VANITY GREAT RM. WALL ELEVATION 14" 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE WOOD TRIM NOTE: NO REVEAL BETWEEN BACKSPLASH AND TOP 2x4 STUDS Ld AT 16" O.C. Q of 1 /2" DRYWALL C� of KITCHEN BASE CABINET 7 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 EDITI01 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY EOCC MICHAEL C. ANDERSON FL. LIC. AR0017305 Lo Lo rn oco W 'cp cV cD J ~ P cto 5 fA ^ c0 = Q Ll QJm JQD�N'O� ` ('W) 1iJ N a. LLl f- (cD Cri Z0<r - wco Lo O f- 2 M ( W .J W N PROJECT NO. 17-015-097 DATE DRAWN 7-11-19 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 7mO ALL DUCTWORK PENETRATING 3E CEILING SHALL BE R-6 LASS DUCT WORK. R VENT WALL AC-1 EQUIPMENT SCHEDULE: MFG. CARRIER 3 TON C.U. CH14NBO360OG A.H.U. F84CNF042 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 r'mong PRIMARY DRAIN AIR HANDLER DETAIL HVAC PLAN 1 /4" = 1'-0" aFcm" voter 9LmIf 04 AIR COOLED CONDENSING UNIT SLAB MQUNTED mna MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC MICHAEL C. ANDERSON --? � �Yltg PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-16-18 ti co oW �Wrn Q O) co Lo o) N O coO L W N �7 y J 5 CD o fA ^ Q u-GD CJ aJwocO LL JmO ,-N u- r nW] mQu'rnU w W F= co C9 z0< 0O n = M d Lu J LLI I`_ PROJECT NO. 17-015-097 DATE DRAWN 7-11-19 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 8mO PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION FL. LIC. AR0017305 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. CH14NBO3600C A.H.U. FB4CNF042 HEAT 05 KW COOLING CAP. -51f Z�it3 HEAT CAP. ''�'� a= ELECT. 208-230-1 BRKR. CU - 35 AHU - 30 REF. LINES 3/4 3/8 S.E.E.R. 14.'�5g HSPF 8" 2- RETURN dRILLE HVAC PLAN SUPPLY DUCT A.H,U- DRYWALL STAND 1/4" = 1'-0" So" vw LDW MUM 0 i AIR COOLQ CONDENSING UNIT SLAB MOUNTED ATA- J4 Preferred Air Conditioning & Mechanical, Inc. 1643 Donna Road West Palm Beach, Florida 33409 P: 561-659-1093 / F: 561-478.0089 831 S Kings Higghway Fort Pierce, Florida P: 772 878-7577 / F: 772-878-7510 CAC1817665 MICHAEL C. ANDERSON. ARCHITECT OF RECORD FL. UC. 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 REVIEWC-1) socc MICHAEL C. ANDERSON (©/(r(lb FL. UC-. - r N Q � 1J! of N J W ctm J � XXQ < 0 x z < , LL 00 WOO O --j iE cs, I6I-:1� UU ZUQ� R`0(00 0- Ma) 0- ui .J LLI PROJECT NO. 17-015-109 DATE DRAWN 8-24-18 DRAWN BY MCA CAYMAN 1763 B1 LIVING 1763 SOFT GARAGE 387 SOFT r_ "AI 148 SOFT TRY 100 SOFT TOTAL 2398 SOFT CUBIC VOLUME OF CONDITIONED SPACE _ 15 364 4 CUBIC FEET SHEET r 0 6� 9 a 0 HATCH LEGh, TD SLOPE CLG t 8' - 8" 11 Hgt. LEI 8' - 0" A.F.F. 12' -11" A.F.F. NOTE: TRUSSES ARE DESIGNED FOR ASPHALT SHINGLES. IF OTHER ROOFING MATERIAL IS USED, PLEASE NOTIFY TRUSS MANUFACTURER. NUN-ti1KU KNEEWALLS BY * ROOF TRUSS WEBBING IS DESIGNED w/ 2x4 SYP# ROOF �Re° NLESS NOTED OTHERWISE, SEE ENG'g FOR SPEC's T.ii 11' 41I FLAT CEILINGS @ BEARING HEIGHT UNO NOTE #1: PLYWOOD NAILER BY BLDR NOTE #2: TRUSS (1703) END VERTICAL HELD BACK TO AVOID INTERFERENCE WITH LOWER TRUSS. PAD OUT OVER J7 TO CREATE SIDE WALL OF POP UP. W2-t4AaPP tvi2 �,e � �►-n�-W`F�1 C- Alzjw v (7 3 of— TrussTruss I.D. Gravity (> 5,001 Horizontal (> 3! * IV t)i f=: ALL iK'uJJ a VWALL ANO/llK i.KU,-JJ iW -. LEDGER CONNECTIONS BY BUILDER d d d (UNLESS NOTED OTHERWISE) t c = = E e * NOTE: ALL CEILING DROPS BELOW BEAM ARE d 9* = = BY BUILDER (UNLESS NOTED OTHERWISE) 9 =p d N O C �dl L 9 fl N C n _ * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW p d C G TRUSS I.D. AND TRUSS LOCATION ONLY. o = o e THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN e e 0 V O OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. e ~ = d g o FOR BRACING & ERECTION DETAILS REFER d 0 N s = N O a� a' 9 c •m E E. TO BCSI-03 AND/OR ENGINEER OF RECORD a d d N Ie—��.= IS O = d d _ C O] yg❑ o = o REPRESENTS THE LEFT" SIDE OF d d d EACH TRUSS DRAWING o ` O p ( NOTE: REFER TO USP CONNECTOR CATALOG C 2 W 17; " = d •" FOR INSTALLATION DETAILS) a o & d j JUS24 THD46 O - - - _ d a o o T H o H d N d p T p C JUS26 /� MSH422 = d d d THD26 MUS26 �Si a 3 THD28 ©- ® THD26-2 O m S m E =e THD28-2 C> --- Vr --- O d " o o L ' JUS46 O -- =EaE so=0 E HBB' HANGER BY BUILDER C 13i BEAM BY BUILDER -02 •E w o v � c = * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON d o e m TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 ads .Q STRAP (BY OTHERS) UNLESS NOTED OTHERWISE (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) a a m ` ' d = •E a e d y d N � LOADING ROOF FLOOR WIND LOAD d 9 F = -v LIVE LOAD 20 ASCE 7-11) C N p .Y a. it p 0 J] N = C r E e ® u DEAD LOAD 7 160 MPH EXP B m e - C a N C d O d ei l— C N O 'p O. LIVE LOAD 10* CATEGORY 11 r 0 rX.r DEAD LOAD 10 ENCLOSED m d c N a E TOTAL LOAD 1 37 FBC - 2017 = a s N ; a -J d O S C O v W h z DURATION FACTOR 1.25 - TPI - 2014'- d d= C d d REVI DATE I BY I REMARKS 5 H d C y � Csi pl C w _ N C d —y C _ pl d C ^ 0 e a L od N d E o E � cp .d. = ` E It is understood that above ❑ APPROVED C' conditions have been reviewed & are acceptable for the _ NC.e ❑ APPROVED AS NOTED _ .6 E fabrication at trusses, _ G s elevations, pitches, overhangs, _ Z d a ❑ REVISE AND RESUBMIT � e d `e E fascias,ceiling o e .° elevations/pitches, bearing d =' ❑ REJECTED ` conditions & all detail pertaining _ N ` E O 69 to this truss placement plan. No Ne back charges will be accepted s DATE without previous written I approval from an A-1 Roof Trusses representative. REVIEWED BY _ 6 e d e 6 e E C N= N m E PLAN DATE ARCH: 08/07/18 STRUCT: C a & I_p c CUSTOMER RENAR DEVELOPEMENT CO V " °' E v E i 6 N c an N G. `r j C = JOB NAME CAYMAN 1763 81 ELEVATION > = 9 d a ? N d E E � o W � " s OPTION(S ) 15X10 COVERED LANAI " L � a >y 6 L o L d V p c E c JOB # 77367 MASTER WRMSCM81L15X10 e C, Q v o a p . TO � DRAWN SCALE d � „ e 3 w p r= == o i tYBi dPF k. Dlgna ly signed by Anthony T. Tombo III ° DN: DATE {�ts1.30118 yj d d 0 _O w v ii E t o `o �I fd' ` +" E-Anthony Tombo@WHEngineering, net, a�j] lil CN Anthony T.Tombo III,0='Whole Rr'1 Ni .:. --- _ 0 E ` a d o �' 't' •� .e --- _--- _-. ^ .:,HouseEngmeenn - • $ C d CALL d d ate: 2078083l. ad 0 nz ,N..i ,..... . 3015hz Z FASCIA 303 ft 1 ROOF id# W o tH4�* HIP LINE 122 h �=TRUSSE v `-a QQ G~ C C VALLEY LINE 24 e AFCQRIdI1C4RPUR1\TIONI a� � o .� o� 5 o goo0 ��„EETING AREA UNDER VALLEY TRUSSES AND 000 Ph 772-409-1010 / Fax 772-409-1015 c d WASTE MATERIAL NOT INCLUDED 6LDq TO VERIFY CALCULATIONS http://wwm a I truss. com •= "'- 2 —