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HomeMy WebLinkAboutPLANSPRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: 9760 PALM BREEZES DRIVE, FT. PIERCE, FLORIDA CONTRACTOR: JEFF MOTTRAM 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: #10 X 2-1/2" WOOD SCREWS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16" TEMPERED JAMBS: #10 X 2-1/2" WOOD SCREWS SPACED 3" FROM CORNERS, W' O.C. MAX. SILL:1/4" DIA. X 2-1/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. FL15225.5 +/- 67.PSF MIN 0 (MIN) SMOOTH STAR STEEL TRACK BRACKET TO WOOD: 5116" 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 3M6" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 8068 S.G.D. SLIDING GLASS DOOR 420 MI WINDOWS AND DOORS 3/16„ TEMPERED HEAD: SPACED 6" FROM CORNERS, 1r'O.C. MAX. JAMBS: SPACED 6" FROM CORNERS,1r' O.C. MAX. SILL: SPACED 6" FROM CORNERS, 1r' O.C. MAX. FL15332.6 +/- 40.0 PSF (MIN) ANCHORSALL � WINDOW SH 185 MI WINDOWS AND DOORS 1/8,r ANNEALED ANCHORS ORS 3FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS FL77499.2 +!- 60.0 PSF (MIN) MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS 0 FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED ARE #10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS, FL15349.9 +/- 55.0 PSF (MIN) 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16"O.C. MAX. ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) c 0 WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS:6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) Q WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 5 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ® WINDOW SH 185 MI WINDOWS AND DOORS 1/8" TEMPERED ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS:4 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS FQ FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED #10WOOD SCREW E BEDMECORNET). MA0 NCHORS: 3" FROM CORNERS, FL15349.9 +/- 55.0 PSF (MIN) 3ARE AT CNRRYYX ANCHORS/ 3" FROM SILMASONRY ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS MULLIONS MULLION MI WINDOWS AND DOORS «>> ARE #10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 2 AT EACH END. WOOD ANCHORS: 4 AT EACH END. FL13402.2 +/- 70.0 PSF MIN (MIN) 0# ASPHALT 0# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND UNDERLAYMENT ATURATED TAMCO BUILDING PRODUCTS, INC. «>> LASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF FL12328.7 RGANINC FELT HE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C. GALV. ROOFING NAILS,11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO ASPHALT SHINGLES HERITAGE TAMCO BUILDING «» PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6.1/8" ABOVE BUTT FL18355.1 PRODUCTS, INC. EDGE, APPROX.1" & 13-1/2" 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" D.C. FL12019 +/- 70.0 PSF (MIN) HURRICANE SHUTTERS 24 GA. GALV. EASTERN METAL ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) BERTHA STEEL SUPPLY, 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', FL 11968.3 +70.0 - 80.0 PSF 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: STORM PANEL 11.1" O.C. SPANS UP TO 5', 6.1" SPANS UP TO 9'-2" TABLE R301.2(t) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WIND DESIGN SEISMIC DESIGN r SUBJECT TO DAMAGE FROM WINTER ICE BARRIER UNOERLAYMENT REQUIRED" FLOOD HAZARDS° AIR FREEZING INDEX MEAN ANNUAL TEMPI Speed TopograpNc YYealhering° Frosl ire° Termle` DESIGN TEMP` LOAD (, ) Jeff (NA) CATEGORY depth N/A See Fig. R301.2(4) WA Negligible WA I Vey WA WA N/A Heavy For St 1 pound Per Square foot - 0.0479 kPa, 1 mile pertaur-0.447 Ms. a. Weathering Is-neglible' for concrete as determined from the WeaMenng Probabiliy, Map [Figure R301.2(3)]. Tti t grade of masamy ups shell be determined from ASTM C 34, C 55, C 82, C 73. C 90, C 129.0 145, C 216 or 652. b. Reserved. C. Termite infestation per Figure R3012(6) Is 'very heavy.- d. Wind speed shall be from the basicwind speed map [Figure R301.2(4)1. Wind exposure category shall be detxnYned on a eaespecYa basis in accordance With Section R301.2.1.4. e. The outdwe design dry-bulb temperature shall be Wooed from the columns of 97 1/2-Dement values ferwMerkom Appwldx D of the Florida BWdrig Code, Plumbing. Deviations from the Appendix D temperatures shag be permitted to reged local dimatse"local weallwexpedertce as determned by the Wiring official. f. Reserved. g. The applicable governing body shall, by local noodplain lloodplain management ordinance, specify (a) the dale Ofthe jidisdkdcrl's entry Into the National Flood Insurance Program (date of adoption of the fast code or ordnance Tor management of good haasrd areas), (b) the delete) Of the Flood Insurance Sludy aM (c) the panel numbers and dates of all currently egedive FIRM and FBFM, or other flood hazard map adopted by Ste authority having jurisdiction. as amended. It. Reserved. I. 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 = 2,353.3 SO. FT. VENTILATION AREA REQUIRED = 2.353.3 SO. FT. / 150 (F.B.C. R806.2) = 15.69 SO. FT. PARAMETERS: LINEAR FEET OF 16" WIDE SOFFIT = 207.2' SQUARE FOOTAGE OF SOFFIT = (207.2' X 1.33') = 275.6 SQ. FT. NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SO. IN. / SQ. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 275.6 SQ. FT. X 11.74 SO. IN. / SQ. FT. X 1 SQ, FT. / 144 SO. IN. = 22.47 SO. FT. CONCLUSION: VENTILATION PROVIDED = 22.47 SQ. FT. > VENTILATION REQUIRED = 15.69 SO. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE I have reviewed the above product approval Information and approved It. Name: Mi� vlCe.(,t �/'71�1Cj�,-4//-�L l Signature•�i���" � - Certification Number:(A-9 d0123'i r- Date: 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-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 INTERIOR ELEVATIONS HVAC PLAN PROJECT & CODE DATA "PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION) TYPE OF CONSTRUCTION: CBS X FRAME BUILDING DESIGN: ENCLOSED X OPEN ULTIMATE DESIGN WIND SPEED140 MPH 160 MPH X NOMINAL DESIGN WIND SPEED:124 MPH BUILDING CATEGORY: If EXPOSURE:B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' OVERHANG:1.33 FT ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND PRESSURES: ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE). SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X ROOF LOAD: TOP CHORD: LIVE LOAD: 20 PSF DEAD LOAD: 10 PSF BOTTOM CHORD: LIVE LOAD:10 PSF DEAD LOAD: 7 PSF (NON -CONCURRENT) PARTIALLY ENCLOSED 170 MPH 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 SCANNED BY St. Luriernnof 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) �i 90 q- ©171 6un11wJad 'ANunoD apnj 'J$ 6W S T r`�S MICHAEL C. ANDERSON FL. LIC. AR0017305 W ~ p�q co Q O N �q r; "y 0 r� E' U) Q) N "d co �1 O O to to rn r L1f O t'A a- 1D W to CV J = J m � w>-O� C4 -jM0 J e- n, maLL�U q W ZUOQU �InCn0 M D_ w J w i- PROJECT NO. 17-015-018 DATE DRAWN 8-19-19 DRAWN BY MCA BERMUDA 1796 B3 LIVING 1796 SQFT GARAGE 409 SQFT LANAI 107 SQFT ENTRY 25 SQFT TOTAL 2337 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,368 CUBIC FEET SHEET CVR r�L��C jr4i�� Corm W-- .�,( S ,pDLUC�E CpUN Bocc I i� 42" X A/C a CON HBr C 24'-5 3/8" 13'-6 5/8" 25'-1" 24"X24"X16" DEEP---\ CONC. FTGS. W/ 1'-0" 3-#5 EACH WAY r■ e■ _ — — — — — — 4'-4" S-4" S-10" 3'-1" 3'-10" °I 6'-8" J G L I G 1 ■ ■ ■ ■ ■ ■ rl 1'-4" 8'-0" o 3'-7" — A I --—' 1 = RECESS SLAB A d I I FOR S.G.D. I A � K I 1 ■ 04 I I 13'-2 5 8" I INDICATES C.M.U. CELL FILLED W/ CONCRREBARETE OM #L J I CONT. D FOOTING TO TIE BEAM (TYPICAL) TUB/ SHWR. I =00 I■ cli LAV Wce to I 04 I 16'-4 3/4" 3'-8 7/8" 3'-0" 0'—01) 1 1• 4" 2500 PSI CONC. SLAB W/ REFERENCE I FIBER MESH, AND/ 1" COVERON " FINISH FLOOR wMM WITH MIN 1 MIL. POLY VAPOR BARRIER OVER TERMITE TREATED COMPACTED 1 CLEAN FILL. W I I -----_= 4'-4 5 8" 21'-1 3/8" I 16'-9 1 /8" 2'-V I ® 1 I 2'-11" SINK W 13'-7 7/8" DIS . I _ LAV. LAV. 0 I I = I 14'-11 5/8" 5 1 /2", M - L I ■ I � 0 I EF 1 A co H1 I I WED I '� I I 1 II RECESS SLAB 1 I— ------ ----- i I------1 3 1/2" FOR SHWR. I Ac t2- I , I �---- — = Arcr CHASE I 0 I rH1 Ln � ■ 1 to I 1 20'-7 1 /2" I 17'-4 1 /2" 1 ILo � oe, GQ� 7 5/8" n in i I CURB o� i i ■ co I D I '-6 4'-0" ._6 I 1_ CURD _ SLOPE DOWN 1" of G _ .- M 0 ■ J ■ 1 AT GAR. DOOR F D I = 1 i� 13, A I 1 1 1 ul 1 �--- — -- — J M �----� ■ ■ ----- N ■ ■ ♦ ■ ■ 10 16'-0" :)r� 1'-8 3'-5" 4'-10" 3'-5" 19'-4" 7'-0" 11'-8" 38'-0" 00 A 1 N t., WTI o HB 0 I in 0 I I i[l I iA co c1 I n 1 0 6x6 - 10x10 WWF 6x6 - 10x10 WWF w OR FIBER MESH OR FIBER MESH ¢ CONC. ',///(' 0 GRADE D A OC 8" 1'-4" rA DETAIL 1 cn CONC. w SLAB DETAIL 1 CONC. SLAB 001 4" 8" G1 DETAIL 1 DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 68'-9" BD = 68'-l" DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN > SLAB #5 \ 8" BARS / B DETAIL 1 CONC. w SLAB % o GRADE 1 12"(MIN) BELOW 8,.�,_4„ DETAIL 1 CONC. �-#5 SLAB BAR c ro 4 8" / G \ DETAIL 1 BARS�—'I<< 2'-O-0- C DETAIL 1 6x6 - 10x10 WWF OR FIBER MESH CONC. 1 -0 SLOPE SLAB ## GRADE BAf'2S 1'-4" F DETAIL 1 5 1 2" FRAME 7 5/8" BLOCK CONC. SLAB 2-#5 8 1'-4" BARS /J'�\ DETAIL - S.G.D. CONC SLAB VARIES 8 N SHOWER RECESS M L DETAIL 1 SCALE 1 /4" = 1'-O" 1-#5 CONC. BAR SLAB rn �8"� > / H \ DETAIL 1 CONC. 2-#5 SLAB -7 BAR 0 . . I 1'-4" 4" 4" K DETAIL 1 3" V.T.R. I� I �'I � I i r 2'1 1 LAV i I I I I 1 1 3" 1 1 1 W.C. I I I 2" 1 1 TUB 2" 3" WASH 2" Ii I LOOP 1 1 2" SINK 2" 3" V.T.R. 1 � I (I 1 2" V.T.R,.I I I IL 12" I 1 1 I I I LAV I I 1 I I 2 I 3" 1 3" 2,. LAI W.C.I TUB I / — —1 3" CLEAN 4" MAIN OUT TO SEWER OR SEPTIC TANK SCHEMATIC PLUMBING RISER 0 SHOWER CONC. RECESS SLAB AT WALL M - -- GRADE 0 2-# BARS4-4 -4 M DETAILI 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN. 3" MN -- DETAIL C FOOTING & REBAR 1'-0" 1'-O" TRANSITION PIPE THRU PF FTG. DETAIL — t 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 ti o�q�M v1 Nrq \� O q Q) rN coo \nW "l � n r O rn o rn L III N N J fA M ct2 0 Q (n 'Q u- co IX Z 0 > 0co LL J m Q N_ n� mQ" rnU wW I_to0 Z0Q�U III III U U) O c1i 0- PROJECT NO. 17-015-018 DATE DRAWN 8-19-19 DRAWN BY MCA BERMUDA 1796 B3 LIVING 1796 SQFT GARAGE 409 SQFT LANAI 107 SQFT ENTRY 25 SQFT TOTAL 2337 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,368 CUBIC FEET SKEET A lm0J fEVIE Mp`IANC Got)f. GO COUNTY ST • L socc N I =v I 0 N 38'-0" 24'-5 3/8" 13'-6 5/8" 25-1" 12'-11" TOP OF BLOCK I TOP OF BLOCK +8'-0" A.F.F. -1b+9'-4" A.F.F. 1'_4 C.B. COLS. - TOP + 8'-0" A.F.F. ■ P.C. HDR. ABV. BOT. + 8'-0" A.F.F. I a'-o O T-o' = O° LANAI 6'-8" 6'-8" 9'-4" CLG. I I HDR. HT. HDR. HT. CONC. SLAB I 00 00 BR.4 N (D 8' CLG. 11'-2 1/2" 10'-7" 12'-8 1/4" / U) BR.3 0r06 T +s'-o" BRG. N / HBO ■ 8' CLG.iI WALL HT. ^ / MT 5'-0" ©00LANT/ FAM. 10'-7" SHELF 4" CLG. 8-� VAULTED31" MIN. 6'-8" ti HDR. HT. N N 1:N CA 8R.2 0 1h Lo 12'-1" n ¢ 10'-3 3/4" I 8' CLG. © °i (2)R/s 5 SH. BKFT. 10'-3 1 /2" -0 1 / - " L 0 5'-4" i.l VAULTED O N �— © tO9'-4" CLG. 8'-0" PLANT SHELF HDR. HT. ■ 8'-4" SEE ELEV. CENTER DOOR -0" 7'-3 3/4" R IS D O OPNG. ON WALL 6, RTOP INDICATES 6'-8" O WIC SHELF RYER g n C--------- - - BLOCK HDR. HT. 9'-4" CLG. ABV. VTR � O5 +9'-4" ■ 9'-4 1/2" 0� in A.F.F. �` NICHEVENT in (2)R/S KIT. L MICROWAVE LO o� VAULTED 00 O ALL 0 14'-7 1/2" ;� §Z/21 PLANT 12'-8 3/4" 9'-4" C G. SHELF'-" 39I I M.BR. ® o ■ VAULTED 2'-8" 3 -6 O42" HIG HALF WALL I ARCH , HDR. HT. 5 1/2" 3 _4 OPNG. SEE ■ 5 1 /2" DETAIL 13'-4 3/8" OC © 8'-0" �I BRG. WALL DIN. HDR. HT. AC 22"x54" x ' I +8'-0" = 3'-8 5/8" 9'-4" CLG. _ COND ATTIC ACCESS m d ■ 00 y�e 19'-11 7/8" 1 CLG.^ CLG. 16'-8 7/8" N ABV.O 12'-4 3/8" O HDR . HT. s'-a' (2)2x4 (ANCHOR TO GARAGE HDR. BLK. WALL PER DETAIL 8' CLG. (2)2x4 (ANCHOR TO T 1 E HT ON SHT. A2.0) BLK. WALL PER 00 2x4 KNEE WALL ABV. TOP 000 DETAIL ON SHT. A 2.0) I 1 I " ■ _ o AT +11'-0 A.F.F. 2x4 KNEE WALL ABV. 111 -0" HB TOP AT +11'-0" A.F.F. E `�LG. HT d LI V. 1 E o 2 _ 2 9'-4" CLG. 00 +LdN _ 8 '-JARCH I B A I -i ao M to o ® �~ d HDR. HT.A■ ■ ■ ■ kB, HDR. T. 12"o COLUMN W/ HDR. HT. 16'-0" 1'-8 SOFFIT ABV. 3'-5" 4'-10" 3'-5' ER DETAIL 19'-4" 7'-0" 38'-0. OF BLOCK TOP OF BLOCK +8'-0" A.F.F. +9'-4" A.F.F. ALIGN SIDE WALL PANTRY PLANT SHELF AT PANTRY 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 I 7 5/8" WIDE UNLESS OTHERWISE NOTED 'n 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 TOP OF ARCH +10'-4" A.F.F. 00 TOP OF BLOCK AT LIVING +9'-4" A.F.F. tio, 03NOTE:WALL SHEATHING TO SPAN ACROSS JOINT BTWN. SOFFIT FRMG. AND ROOF TRUSS BOTTOM CHORD FLOOR PLAN 3 1 /2" W. ARCH 11 1/2 '1'1 RAD. 'f 1�1. DRYWALL SHELF W/ 24" RAD. FRONT — 9'-4" CLG. HT. BEHIND ARCH KITCHEN NICHE x a R 20" x v RAD. a W Z 0 < I Q OPEN TO 00 w DINING N O IL 3' 4' O o a 0 KITCHEN/DINING ARCH LOOKING FROM KITCHEN 19" J RAD. w x rn x I Z OPEN TO °D a o HALL w o_ o 0 p 0 FAMILY/HALL ARCH ENTRY ROOF TRUSS r2x4 BLKG. BTWN. TRUSSES — 7-- 126" RAD. ARCH -/) 'N--2x4 0 4" O.C. ARCH FRMG. 2x4 X-BRACING (2)2x4 AT EA. SIDE OF OPNG. 4'-4" 20" WIDE SOFFIT ACROSS ENTRY CONC. BLOCK WALL ENTRY SOFFIT SCALE 1/4" = 1'-0" DOOR SCHEDULE O SIZE PER R.O. SUPERLDG. Q REMARKS 1 3068 SWING 1 EXT. DOOR 2 8068 S.G.D. 1 EXT. DOOR 3 2868 SWING 1 SOLID CORE 4 1668 BIFOLD 1 INT. DOOR 5 5068 BIPASS 2 INT. DOOR 6 2868 SWING 8 INT. DOOR 7 4068 BIPASS 3 INT. DOOR 8 16070 OVHD. DR. 1 GARAGE DOOR WINDOW SCHEDULE O SIZE PER R.O. SUPERLDG. Q REMARKS A 25 SH 3 MUNTINS MULL TO "B" B 38" W. HALF RND. ARCH TOP 3 5 LITE MULL TO "A" C 36 SH 2 D 25 SH 5 E 1650 SH (FRAME) (FRAMEE)) 1 MUNTINS, TEMP. F 36"W.x30"H. ARCH TOP (12" LEGS) 1 8 LITE 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH 2O17 FLORIDA BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. x � = j J w N L� x TOP OF 2x4 KNEE WALL AT ENTRY SIDE WALL +11'-0 A.F.F. — 2x4 KNEE WALL 4" TOP OF BLK. AT GARAGE +8'-0 A.F.F. d- I ENTRY TRUSS ENTRY CLG. HT./ TRUSS BRG. DBL. 2x4 +11'-0" A.F.F. �— "MTS12" TOP PLATE SIMPSON AT EACH TRUSS 2x4 STUDS AT SIMPSON "SPH4" 16" O.C. AT EACH STUD 2x4 W/ P.T. PLATE 1/2"0 A.B. TOP OF BLOCK OR EXP. BOLT +8'-0" A.F.F. AT 32" O.C. REINF. CONC. FILLED TOP COURSE CONC. BLK. WALL E ENTRY DETAL_f MICHAEL C. ANDERSON MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 l "I ti ti p�q co w W O co �C�docoQ4 O C3.) rr �I N to rn CDm LUW04 J —% C w J r 0 = to Q lL °D a W > c� 0_j 0co CD Z00Q�U �in Lu LoCoZ ►I = m Q_ W SHEET A 2wO E COREVIEWED FOFt CODMpj jPj4cE UCIE COUNTY s r. L gOCC CONC OR MASONRY DRYWALL BOARD DOOR TRIM DOOR FRAME FASTENED THROUGH BUCK W/ 3-1/4' x 1/4' (MIN) TAPCONS, WITH (1) TAPCON 6' MI FROM EA. CORNER, • AND 4 EQ. SPACED TAPCONS ON EA. VP71CAL LEG W/ MIN. EMBED OF 1 5/8' HEAD/JAMB DETAIL EXT DOOR STUCCO FINISH PERIMETER CAULKING CONC OR MASONRY Ix4 OR ix6 P.T. BUCK SET IN SEALANT AND NAILED W11-i12' CASE HARDENED COIL NAILS AT 24' 0/C. w DRYWALL BOARD DOOR FRAME FASTEN 7HRU BUCK W/ W/ 3-1/4' x 1/4' (MIN) TAPCONS AT 24' 0/C MAX IN PREDRILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL P.T. (2) 2X4 BUCK - CONNECT TO BLOCK W/ 31SB" x 3" TAPCONS (1 1/4" MIN. EMBEDMENT INTO BLOCK) '�L191�{�h (SGD) ix6 P.T. BUCK SET IN SEALANT AND SECURED W/ CASE HARD NAILS 0 12' O.C. (MAX) PERIMETER CAULKING FLOOR COVERING — SH DOOR THRESHOLD SET IN BED OF CAULK & FASTENED TO SILL W/ 3/16" DIA. TAPCONS 0 18' 0/C CEMEN7171OUS FiNI o 0 PERIMETER CAULKING Oo° °O O°� 0 , .0 Oo° — DOOR TRIM PERIMETER CAULKING CONCRETE SLAB ° 00: O SILL DETAIL EXT DOOR DOOR FRAME FASTEN TO SILL W/ L6 x 1" SCREWS 0 2'-0" 0/C FLOOR COVERING M \ - GROUT BED CONCRETE SLAB SILL DETAIL (SGD) 2x4 VERT. AT EA. FACE OF PRECAST LINTEL AT TOP ARCH W/ (3) 10d NAILS AT BLOCK COURSE EA. END TOE NAILED W/(2) —\ 10d AT BUCK TOP OF BLOCK WALL 2x4 SOLID BLOCKING (FULL WIDTH OF WALL) BTWN. PLYWD. ARCH FACES W/ (3) — 10d NAILS THRU PLYWOOD INTO EA. 2x4 P.T. (2) 2X4 BUCK - 2X4 VERT. BRACES CONNECT TO BLOCK W/ �fe" x 3" TAPCONS (1 1/4" MIN. 15/32" COX PLYWOOD PANEL EMBEDMENT INTO BLOCK) (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. PROVIDE W x 3' TAPCON (1 1/4" MIN. EMBEDMENT INTO 2x4 SOLID BLOCKING (FULL BLOCK) AT EA. SIDE BUCK-(1) WIDTH OF WALL) BTWN. PLYWD. WITHIN 4" MIN. TAPCON OF — ARCH FACES W/ (3) 10d NAILS START OF ARCH THRU O.S.B. INTO EA. 2x4 BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS 1" x 3" SECTION A -A BUCK CONTINUOUS WNUKt It -U tlLUGK TIE -BEAM TOP COURT HORIZ. 2X2 NAILED TO VERT. 1X2'S W/ 12d X 3-1/4" NAIL SOFFIT DETAIL 12 61 TOP _OF SLAB +0'-0" A.F.F. TOP OF BLK. +8'-0" A.F.F. ` X■ 00 ?i= M is 3 x co TOP OF - ------------------- +0'-0" A.F.F. RIGHT SIDE ELEVATION 1 /8" = 1'-0" ARCH IN MASONRY OPNG. DETAIL 15/32" CDX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. CONTINUOUS CONC. BLOCK LINTEL PER PLAN BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS LINE OF RECTANGULAR ROUGH OPENING ATTACHMENT PER MFRS. RECOMMENDATIONS iX2 NAILED TO TRUSS TAILS W/ (2)-8d NAILS -ATTACHMENT PER MFRS SEE PL N RECOMMENDATIONS STAPLES 0 8" O.C. PER MFRS. RECOMMENDATIONS LCONTINUOUS VENTED SOFFIT N.T.S. 12 6� TOP OF BLK. A.F.F. — M C I w0 [12 _/ _--- CEMENTIT10US COATING ON—/ REAR ELEVA�fDC�KN F CEMENTiT10US COATING ON LATH TYPICAL SUNLESS OTHERWISE NOTED F TOP OF BLK. AT GARAGE +8'-0" A.F.F. Y +9'-4" A.F.F. `r \ TOP OF BLK. A.F.F. ��LO" SIDE WALL RETURN RIDGE HEIGHT +18'-7" A.F.F. 12 61 ENTRY TRUSS RG. HT. +1 An 1 /8" ix3 OR ix4 P.T BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENED COIL NAILS AT 12" 0/C MAX. CONC. OR MASONRY DRYWALL BOARD CAULKING F ALUMINUM FRAME FASTEN THRU BUCK W/ 3/16x3 1/4" TAPCON SCREWS ® 24 0/C MAX. IN BOARD HOLES BY MANUFACTURER PERIMETER CAULKING CEMENTIROUS FINISH HEAD DETAIL WIND❑W lk TOP _OF_BLK. +8'-0" A.F.F. ALUMINUM FRAME FASTEN THRU BUCK W/ 311670 1/4' TAPCON SCREWS 0 24' 0/C MAX IN PREDRILLED HOLES BY MANUFACTURER PERIMETER CAULKING CEMFIV7177OUS FINISH CONC OR MASONRY ix3 OR ix4 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENED COIL NAILS AT 12' D/C MAX. DRYWALL BOARD CAULKING JAMB DETAIL WIND❑W ALUMINUM FRAME SECURE FRAME TO SILL WiTH SILICONE - 4 o''OQ .0°00Tq°. ` PRECAST OR POURED SILL PERIMETER CAULKING SILL DETAIL WIND❑W Main LEFT SIDE ELEVATION CEMENTiTiOUS h V) COATING ON _ D LATH %\ w� w� 2 _ — — — — — — — — 6"W_RAISED TRIM (PROJ. 3/4 6"W. HALF RND. FOAM TRIM-/ MATCH TRIM HT. AT LIVING RM. WINDOWS RETURN TRIM ALONG SIDE WALL FRONT ELEVATION 1/4' = 1'-0" 20" W. ARCH SOFFIT PER i- DETAIL ON SHT. 2 +10'-4 12"0 FOAM COLUMNS W/ 3" HALF RND. TRIM - AT TOP/BOTTOM 1/8" = 1'-0" 6"W. RAISED TRIM (PROJ. 3/4") 00 OD -r--_T 6"W. HALF RND. FOAM TRIM TOP OF BLOCK AT LIVING RM. 4T -4" A.F.F. Al TOP OF SLAB_ +8'-0" A.F.F. (REF. ELEV.) 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 EDI _ TOP OF BLK. +9'-4" A.F.F. — TOP OF SLAB +0'-0" A.F.F. MICHAEL C. ANDERSON FL. LIC. AR0017305 r, �1 4 "1 w Cl q �q Co �q p N r; 8 N 44 q Cr,NQq Q4 Co "M O 0 N o CD w to 04 J ~ T N J � � 0 i X - Q w CO W> J �'�7z Q 0 OJ�'O6o mQwo�iV �.wf=cDU' Z O Q 04 V w III w to 1N.. 2 cn 0_ w J w H- SHEET A 3.0 �OFONG RECEIVED ��JGG�E OMQV��N S E P 2 4 2019 GOO` ST. Lucie Count•L,_ro1'�118'" fe LV _nGG CONC. OR MASONRY DRYWALL BOARD DOOR TRIM DOOR FRAME FASTENED THROUGH BUCK W/ 3-1/4" x 1/4" (MIN) TAPCONS, WITH (1) TAPCON 6" All FROM EA. CORNER; AND 4 £Q. SPACED TAPCONS ON EA. VERTICAL LEG W/ MIN, EMBED OF 1 5 8" HEAD/JAMB DETAIL EXT DOOR STUCCO FINISH PERIMETER CAULKING CONC. OR MASONRY 1x4 OR ix6 P.T. BUCK SET IN FF SEALANT AND NAILED W/1-1/2' CASE HARDENED COIL NAILS AT 24' 0/C. )A -L MAX L DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ W/ 3-1/4' x 1/4' (MIN) TAPCONS AT 14" 0/C. MAX IN PREDRILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) P.T. (2) 2X4 BUCK - CONNECT TO BLOCK W/ 316" x 3" TAPCONS (1 1/4" MIN. _ EMBEDMENT INTO BLOCK) P.I. BUCK SET IN 6A�,NT AND SECURED W/ fwtWD NAILS 0 12" O.C. (MAX) CEMENT1710US FINISH PERIMETER CAULKING DOOR TRIM O PRECAST LINTEL AT TOP BLOCK COURSE TOP OF BLOCK WALL 2X4 VERT. BRACES PERIMETER CAUI CONCRETE SLAB C DOOR THRESHOLD SET IN BED OF CAULK & FASTENED TO SILL W/ 3/16' DIA. TAPCONS a 18' 0/C Qpo °o-O '0O 0°Oo SILL DETAIL EXT DOOR DOOR FRAME FASTEN TO SILL W/ 0 x i' SCREWS 0 2'-0' 0/C FLOOR COVERING \ � GROUT BED CONCRETE SLAB SILL DETAIL (SGD) 15/32" CDX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. 2x4 SOLI/3d G (FULL WIDTH OFTWN. PL ARCH FA) 10d AIL'THRU O.SA.BUILT-UPMASONITECRIBEBACKSIDERCH.CONNECTAILSSECTION 20 VERT. AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END TOE NAILED W/(2 --� 10d AT BUCK 2x4 SOLID BLOCKING LL WIDTH OF WALL) B PLYWD. ARCH FA W/ (3) — 10d NAILS THRU LYWOOD INTO EA. 2x4 P.T. (2) 4 BUCK - CONN TO BLOCK W/ )f•" x 3' T CONS (1 1/4' MIN. EM DMENT INTO BLOCK) — PROVIDE W x 3" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLOCK) AT EA. SIDE BUCK-(1) WITHIN 4" MIN. TAPCON OF START OF ARCH 1"x3" BUCK CONTINUOUS TOP OF BLK. +8'-0" A.F.F. TOP OF SLAB _ +0'-0" A.F.F. CONCKLIL _U" BLOCK TIE -BEAM TOP COUR: HORIZ. 2X2 NAILED TO VERT. 1X2'S W/ 12d X 3-1/4" NAIL SOFFIT DETAIL RIGHT SIDE ELEVATION 15/32" COX PLYWOOD A -A PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. CONTINUOUSLOLINTCONC. BLOCK LINTEL PER PLAN ARCH OPNG. ARCH IN MASONRY OENG. DETAIL BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS LINE OF RECTANGULAR ROUGH OPENING 16" OVERHANG TYPICAL UNLESS OTHERWISE NOTED TOP OF BLK. AT GARAGE 1, +8 -0" A.F.F. ATTACHMENT PER MFRS. RECOMMENDATIONS 1X2 NAILED TO TRUSS TAILS W/ (2)-8d NAILS ATTACHMENT PER MFRS. RECOMMENDATIONS STAPLES ® 8" O.C. PER MFRS. RECOMMENDATIONS CONTINUOUS VENTED SOFFIT N.T.S. _ TOP OF BLK. T_OP_OF SLAB +0'-0"A.F.F.. 1 /8" 1'-0" CEMENTITIOUS COATING ON LATH 0 lx3 OR ix4 P.I. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENED COIL NAILS AT 12' 0/C. MAX. CONC. OR MASONRY DRYWALL BOARD CAULKING ALUMINUM FRAME FASTEN THRU BUCK W/ 3/1610 114" TAPCON SCREWS 0 24' 0/C MAX. IN PREDRILLED HOLES BY MANUFACTURER PERIMETER CAULKING CEMEN7771OUS FINISH HEAD DETAIL WINDOW 031100-4 ;"i Pmaill aoll CEMENTITIOUS COATING ON-j REAR ELEVAKN TOP OF BLK. 9"-4" A.F.F. Y TOP OF BLK. +- -0" A.F.F. ---20" SIDE WALL RETURN RIDGE HEIGHT +18'-7" A.F.F. 1/8" TOP OF BLK. +8'-0" A.F.F. ALUMINUM FRAME FASTEN THRU BUCK W/ 3/16 0 1/4" TAPCON SCREWS 0 24' 0/C MAX. IN PREORILLED HOLES BY MANUFACTURER PERIMETER CAULKING CEMEN1771OUS FINISH CONC. OR MASONRY 10 OR ix4 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 12" 0/G MAX WINDOW N*101*41 12 6 ALUMINUM FRAME SECURE FRAME TO SILL WTH SILICONE 0 ODL PRECAST OR POURED SILL PERIMETER CAULKING SILL DETAIL WINDOW LEFT SIDE ELEVATION CEMENTITIOUS �_ UU) COATING ON D LATH J w xN _ — — _ — — — — — 6"W.RAISED TRIM (PROJ_ NJ 6"W. HALF RND. FOAM TRIM MATCH TRIM HT. AT LIVING RM. WINDOWS RETURN TRIM ALONG SIDE WALL FRONT ELEVATION 20" W. ARCH SOFFIT PER I- DETAIL ON SHT. 2 +10"-4 1/8" 1'-O" 6"W. RAISED TRIM (PROJ. 3/4") FAA rnw,,, numut Ply ■ � �'��� Eel Me] 1 /4" = l'-0" TOP OF BLK. +9'-4" A.F.F. — TOP OF SLAB +0'-0" A.F.F. MICHAEL C. ANDERSON 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 6"W. HALF RND. FOAM TRIM MATCH TRIM HT. AT LIVING RM. WINDOWS RETURN TRIM ALONG SIDE WALL FRONT ELEVATION 20" W. ARCH SOFFIT PER I- DETAIL ON SHT. 2 +10"-4 1/8" 1'-O" 6"W. RAISED TRIM (PROJ. 3/4") FAA rnw,,, numut Ply ■ � �'��� Eel Me] 1 /4" = l'-0" TOP OF BLK. +9'-4" A.F.F. — TOP OF SLAB +0'-0" A.F.F. MICHAEL C. ANDERSON 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 LO 0) Q) vl co q � of N Qq u o �0)& N o co w co C4 J H M J N 65 (h M� u) -QLLCO Won z LL w J M o CO co J m Qtco- N mQu'rn0 W �wt-.:cOU` ZOa�C) �1004 �0 S M 0. w J w h SHEET A 3.0 LINTEL OTT. 8'-0" 2 X 4 BLKG (IF REQ'D.) NAILED TO TRUSS W/ 10d ® I I P GIRDER ER PLAN N USS 3" O.C. --�- SIMPSON MGT _ W/ 5/8" BOLT SIMPSON PHD5 2x4 STUD COLUMN PER PLAN — SIMPSON "HTT16" STUD TO SLAB CONNECTOR 5/8" DIA. THREADED ROD (5" EMBEDMENT) IN EPDXY FILLED DRILLED HOLE- , DBL. 2x4 TOP PLATE 2x4 P.T. PLATE TOP OF SLAB STUD COLUMN CONNECTION DETAIL 8U8 8F8-1B NDICATES )F BLOCK 8F16-1B/1T -4" A.F.F. 8F16-lB/1T F = FILLED WITH GRDUT / U = UNFILLED QUANTITY OF REBAR AT BOTTOM OF LINTEL CAVITYF F � M f v� Qi � ° ,. NOMINAL WIDTH -1 NOMINAL HEIGHT QUANTITY OF L REBAR AT TOP d CTU TYPE DESIGNATION 8' NOMINAL AL WIDTH L 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 54" BF8-1B 2170 PLF 1660 PLF B-3 70" 8F16-1B 4144 PLF 1930 PLF B-4 112" 8F16-1B/1T 1818 PLF 980 PLF B-5 54" 8F16-18 6039 PLF 2507 PLF B-6 54" 8F8-1B 2170 PLF 1660 PLF B-7 160" 8F16-1B/2T 1075 PLF 770 PLF B-8 64" 8F16-1B/2T 5365 PLF 2290 PLF B-9 112" 8F16-1B/2T 1843 PLF 1326 PLF ROOF TRUSSES OR 2x RAFTERS (2)2x12 W/ PLYWD. ® 24" O.C. CONNECT W/(2) SPACER BEAM OR 16d MIN. COMMONS TOE -NAILED AS NOTED PER PLAN TO TOP PLATE SPH4 (TOP SEE ROOF PLAN FOR REQ'D PLATE TO STUSTRAP AT EACH MEMBER. CONNECTOR) TYP. II / — -- t- SPH4 (TOP PLATE TO BEAM CONNECTOR) ® 16" O.C. TYP. 2x CONT. STAGGERED LSTA24 MID -WALL BLOCKING (BM. TO STUD (WALLS OVER 10' HT FLAT ARCH CONNECTOR) PROVIDE BLOCKING 0 TOP PER 4'-0" O.C. MAX. PLAN NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL PLATE ANCHORS, AND BOLTS TO SLAB NOT REQ'D AT INTERIOR BEARING WALLS NOTED 2x STUD 0 FRAME OPNG. ON PLANS AS SUPPORTING GRAVITY 16" O.C. PER PLAN LOADS ONLY (NO UPLIFT LOADS). 6„ (PROVIDE (2) MAX. CONNECTORS SPH4 (STUD TO BOTTOM FOR SPANS PLATE CONNECTOR) OVER 6' OR NUMBER TO MATCH AS NOTED) NUMBER OF STRAPS ABOVE OPENING \-1/2" DIA. EXP. BOLT (2 3/4" MIN. EMBEDMENT) W/ 2" WASHER 0 24" O.C. (PLATE TO SLAB CONNECTOR) # MIN. (A) AT TOP �2' CLEAR FRAME BRIG. WALL TO #5 REBAR AT BOTTOM OF LINTEL CAVITY ANCHOR SCHEDULE (SIMPSON STRONG -TIE PRODUCTS MODEL NUMBER) DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN SIMPSON HETA20 < 1810 > 10-10d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) SIMPSON MTS12 < 1000 > 14-10d x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) SIMPSON (2) HTS20 < 2900 > 24-10d X 1 1/2 TO PLATES 24-10d X 1 1/2 TO STUDS SIMPSON MGT (IN FRAME WALL) < 3965 > 22-10d / 5/8" DIA. A.T.R. SIMPSON PHD5 (IN FRAME WALL) < 4685 > 14-1/4"X3" WD. SCREWS / 5/8" DIA. THRU-BOLT SIMPSON HTT16 (IN SLAB) < 4175 > 18-16d / 5/8" DIA. A.B. W/ 7" MIN. EMBEDMENT /-SIMPSON SET" EPDXY TIE ADHESIVE FRAMING PLAN SCALE 1 /4" = 1'-O" SLAB CONNECTOR DETAIL EXT. WALL OR INT. BRG. WALL FRAMING NOTES: 1. DESIGN LOADS: WIND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 L.L./17 D.L.) 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. WITH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3• AT BLOCK/STRUCTURAL FRAME WALL CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. 0 24" O.C. VERT ® (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER 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 EDITIOP MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-11-18 Lo U') O � cfl W to cV J = 0) tix N J � � X co - Q LL co marm oN �J�(tD � LL __j M 0 co cm J cc WLLccp(9 ZOQ�U co O c) D.- W J W PROJECT NO. 17-015-018 DATE DRAWN 8-19-19 DRAWN BY MCA BERMUDA 1796 B3 LIVING 1796 SQFT GARAGE 409 SQFT LANAI 107 SQFT ENTRY 25 SQFT TOTAL 2337 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,368 CUBIC FEET SHEET C) coN1w"-•` V c0�EVc�E co�N sT• `' socc " PREWIRE - �_ _ "" _ - PREWIRE ELECTRICAL LOAD CALCULATION 1796 S.F. AT 3 VA 2 SMALL APPUCANCE CIRCUITS 1500 VA EACH LAUNDRY CIRCUIT RANGE 1 WATER HEATER DISHWASHER DISPOSAL DRYER FIRST 10 kVA AT 100% REMAINDER AT 40% TOTAL OF OTHER LOAD 10 kVA OF AC AT 40% TOTAL 23,160 VA DIVIDED BY 240 V POOL SUB PANEL TOTAL OUTLET FOR MICROWAVE USE 150 AMP SERVICE 2" RIGID O.H. SERVICE F.P 3-#2/0 XHHW---.,, 2/0 SER CABLE 5.4 kVA 3.0 IcVA 1.5 kVA 12.0 kVA 3.0 kVA 1.5 kVA 1.5 kVA 5.0 kVA 150 1 32.9 kVA 32 CKT AMP PANEL C/B 10.00 kVA 9.16 kVA 19.16 kVA 3#1 CU THNN 4.00 kVA ' 2" CONDUIT 23.16 kVA 96.5 A 30.0 A NO. 4 CU. WIRE 126.5 A TO COLD WATER PIPE IF CU PLUMB. 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 (8)). 8) 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. 6. SMOKE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. 7. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FRO THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND. WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND 2017 F.B.C. EXTENT OF AREA FOR VINYL OR TILE PER CONTRACT ELECTRICAL PLAN SCALE 1 /4" = 1'-O" IF NOT CU USE' SUPPLEMENT GROUND SCHEMATIC ELECTRICAL RISER METER NO. 4 CU. WIRE TO 5/8" x 8'-0" GROUND ROD LEGEND -0- SURFACE MTD. CEILING FIXTURE PENDANT FIXTURE RECESSED LIGHT K> WALL MTD. BRACKET 2 72' A.F.F. FLUORESCENT FIXTURE ICI fV WALL MTD. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) EOO WALL MTD. SMOKE DETECTOR O CEILING MTD. SMOKE DETECTOR OO CEILING MID. CARBON MONOXIDE DETECTOR -CEO- CHIMES -0 CHIMES PUSH BUTTON TELEPHONE JACK CABLE TELEVISION JACK 110 V. DUPLEX RECEPTACLE 1/2 SWITCHED 110 V. DUPLEX RECEPTACLE 110 V, GFI DUPLEX RECEPTACLE CE 220 V. RECEPTACLE ® DEDICATED 220 V. OUTLET JC� 110 V. JUNCTION BOX ' SWITCH 2 42' AFF. ()- RHEOSTAT SWITCH E 42' A.F.F. TP H TOUCH PAD FOR SECURITY SYSTEM 0 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 FL. LIC. AR0017305 N �q O \W 1ck O c O Cti O in rn •- 04 O � UU O 04 UE-rnn m J � M aV'NOD x lJJ > 0 O CV �a a __jco0 J m O� N ^, m< 050 of W F= c0 U' ZOQc-4U it U)`)o rN- 2 M a LU J W F- PROJECT NO. 17-015-018 DATE DRAWN 8-19-19 DRAWN BY MCA BERMUDA 1796 B3 LIVING 1796 SQFT GARAGE 409 SQFT LANAI 107 SQFT ENTRY 25SQFT TOTAL 2337 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,368 CUBIC FEET SHEET A 5mO Acoe aEEevco Apv j 4V GOD E GO ST. LVCIBOCC 12 PER ELEV. R-30 INSULATION 1/2- CLG. GYP. BD. 8"x8" U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 REBAR CON- PRE-ENG'RED PRECAST LINTEL SEE SHEET A 4.0 FOR DETAILS 1x4 P.T.- PLOYCEL SEALANT - P.T. WOOD BUCK - ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) - MARBLE SILL 1/2" DRYWALL ON 1x2 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 HURRICANE STRAP EA. TRUSS - REFER' TO FRMG. PLAN \ CONNECT EA. TRUSS BOTTOM CHORD W/(2) 16d MIN COMMONS TOE -NAILED TO TOP PLATE SIMPSON "SPH4" AT EACH STUD TO TOP PLATE W/ 12-1Od X 1 1/2" AT EA. 1/2" GYP. BD.� PROVIDE R-11 BATT INSULATION AT ALL WALLS ADJACENT TO NON -AIR CONDITIONED ROOMS SIMPSON "SPH4" AT EA. STUD TO SILL PLATE W/ 12-10d X 1 1/2" AT EA. 4" MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL FOOTING PER FOUNDATION 1 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 CRREFER TO CONNECTOR SCHED. TROOF YP. O.H. PLAN,_ BLOCKTOP OF REFER TO EXT. ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT WDW. HDR HT. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS CEMENTITIOUS COATING OVER 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 -0" _ _ Y TOP OF SLAB I I FINAL GRADE STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. JCONC. FTG. PER I FOUNDATION PLAN -� TYP. EXT. BLOCK WALL PRE-ENGINEERED TRUSSES INSULATION PER PLAN ® 24" O.C. 1/2- GYP. BD. DBL 2x4 TOP PLATE 2x4 STUD WALL 0 16" O.C. W/ MID -WALL BLOCKING (WALLS OVER 10' HT. PROVIDE BLKG AT 4'-0" O.C. MAX.) 2x4 P.T. BOTTOM PLATE W/ 1/2" DIA. EXP. BOLTS W/ 2" WASHER AT 24" O.C. (MAX.) 2 3/4" MIN. EMBEDMENT NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOPOR SILL PLATE ANCHORS, AND BOLTS TO SLAB NOT REQ'D. AT INTERIOR BEARING WALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS). INTERIOR BEARING WALL SECTION II LINTEL I I I 2x4 STUDS 0 SPACING II PER PLANS I I VERTICAL FILLED CELL W/ 1-#5 BAR (2) 16d I CONC. BLOCK WALL 0 12" O.C. I (2)2x4 P.T. W/1/2" DIA. COUNTERSUNK BOLTS 0 24" O.C. VERT 2 1/4" MIN EMBEDMENT II WITH 2" SQUARE X 1/8" THICK HURRICANE WASHER I L4 I I I I I I - I ------ EXTERIOR FRAME WALL TO CONC. BLOCK WALL CONNECTION 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. REINFORCED/FILLED CONC. BLOCK CELL 1/2" DIA L-BOLT �- (8" LONG) W/ 2" SO. WASHER AT 32" O.C. MAX. JAMB DETAIL 2x4 P.T. W/ CONC. NAILS AT 12" O.C. -i FASTEN GARAGE DOOR TRACK STAYS TO PT BUCK W/ 5/16" X 1-3/4" LAG SCREWS 0 5 AFF, 36" AFF 72" AFF AND OPENING HT FOR 8'-0" DOOR FASTEN GARAGE DOOR TRACK STAYS TO PT BUCK c6 P.T. W/ 5/16" X 1-3/4" LAG SCREWS 0 5' AFF, 36" AFF 54 1/2" AFF AND OPENING HT FOR 16'-0" DOOR 2x6 P.T. FROM BOT. OF HDR. TO CLG. LINE `-1/2" DIA L-BOLT 2x6 M (8 LONG) W/ 2" SQ. WASHER 2x6 P.T. GARAGE DOOR OPENING P.T. N 1/2" DIA L-BOLT (8" LONG) W/ It 2" SQ. WASHER AT 32" O.C. MAX N (4) EA. SIDE OF OPNG. ELEVATION GARAGE DOOR DETAIL `(2) 10d 0 6" O.C. 3 1 /4" DETAIL AT TOP OF SLAB yU UUMIVtK GROUT SOLID AT TOP OF CELL ---------- SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL 25" MIN. LAP OF REBARS STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 3 SEC. BURST PER ASCE 7-10 / 2017 FBC. 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO THE 2017 FLORIDA BUILDING CODE. 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER COMPACTED CLEAN FILL. 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94'. THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING FIBER MESH CONCRETE. 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES AS DEFINED IN ACI 53-99. f'm = 1500 psi 8. REBAR TO BE SIZE #5 GRADE 40, CONT. TOP OF FILL CELLS AND CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". 9. 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 17/8" AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST 6 RIAD OVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. L ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 11. MISSING DOWEL PLACEMENT: NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 0 Z m [3/4- DIA. X 6" DEEP HOLE FOR �w #5 BAR SET IN EPDXY ADHESIVE �0 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 SOLID W. CONCRETE TOP OF SLAB m 3/4" DIA. X 6" DEEP HOLE FOR g 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 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" COX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C. W/ 10d NAILS UNLESS OTHERWISE NOTED. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES) TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED. 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP II 8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL AS PER DRAWINGS. 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 11. NAIL PATTERNS: -DOUBLE PLATE AT 12" O.C. OUTSIDE THE SPLICE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.C. -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT EA. EDGE, 12" O.C. INTERNALLY. -HEADER TO STUD- 4" O.C. EA. HEADER MEMBER -STUD TO TOP OR BOTTOM PLATE- (2)16d END NAILED OR (2)16d TOE NAILED EA. SIDE -ALL INTERIOR HEADERS TO BE (2) 2x WITH 1/2" FLITCH GLUED AND NAILED WITH 16d AT 8" O.C. STAGGERED. 12. ROOF SHEATHING TO BE MIN. 15/32" CDX PLWOOD NAILED PER ROOF NAILING PATTERN DIAGRAM. 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN AND/OR MANUALY. 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5" UNLESS NOTED OTHERWISE. 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES - O - - - -ROOF EDGE �- - - 2O I 1 s� Oj O I O ROOF A I EDGE ----------- -� 4 O OlO RIDGE I I 2 2 O -�r� --� --- - --� O .4 0 tn 0 1 JZONE 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 MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 // �f jlIc (772)418-2118 tt - PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 U) rn CV o 0 LLI co CV N 0) � J JU)A� w U) - Q LL 00 w z W CDI � 0 -j 0 co LL -� n0tiN J OQ�U zIIIIll j 0)04 `" O a � W J W I - PROJECT NO. 17-015-018 DATE DRAWN 8-19-19 DRAWN BY MCA BERMUDA 1796 B3 LIVING 1796 SOFT GARAGE 409 SOFT LANAI 107 SOFT ENTRY 25 SOFT TOTAL 2337 SOFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,368 CUBIC FEET SHEET A 6mO DE G0M �"1ANG N� SOT „ Q u CORNER \� TAPEFLASHING TAPE VVVVVV CORNER FLASHING TAPE FLASHING TAPE SIDE - FLASI TAPE FIN WINDOW TOP CORNER _ 7— — — NAILING FIN SIDE FCHECKRAIL FLASHING NR TAPE WINDOW BOTTOM SILL FLASHING TAPE #1 SILL FLASHING TAPE #2 --- RESISTIVE BARRIERS WATER RESITIVE 1. CUT THE WATER RESITIVE BARRIER (1C) 1 , I TH CUT, I I !"_ CUT I I FROM EACH TOP UP I I + I I CORNER AT A 450 1 1 I I I ANGLE TO ALLOW THE I I 4501 I WATER BARRIER TO I I i J`�TYP I I BE LAPPED OVER THE I I I I FIN AT THE HEAD OF I I '`2ND—>` I I THE WINDOW. I V— i — y I 1ol I L------------J 2. FOLD THE WATER RESISTIVE BARRIER (10). 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 (v. FROM EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE WATER RESISTIVE BARRIER. 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1". DO NOT ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1G). NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. 1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4" LONGER THAN THE FRAME HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND ONTO THE WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2" BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. Fie" 'L_ 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS SHOWN. NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) 4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE BARRIER AT BOTH UPPER CORNERS OF THE WINDOW. NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D) SHEATHING ' FRAMING EXTERIOR j I I I I I I 1 I 1 I I I O I 1 2 I I I I I I I I I vl I I I I I I 3 rr m INSTALL SIMPSON HTSM16 W/ (8) 10d NAILS TO TRUSS ATTACH STRAP TO LINTEL W/ (4) 1/4" x 2-1/4" MIN TAPCONS VERIFY NUMBER OF TAPCONS WITH CONNECTOR SCHEDULE PRE—ENGINEERED ROOF TRUSS 8" X 8" X 16"— CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR ALTERNATE TRUSS ANCHOR DETAIL N.T.S. 2x6 RAFTERS AT 24" O.C. MAX. — — 2x4 VERT. STUDS ® 4'-0" O.C. (PLACE ABOVE TRUSS BELOW) PRE-ENG'RED SEE TRUSSES NOTE #4 NOTES: 1. HURRICANE CONNECTORS REQ'D AT 8'-0" O.C. 2. PROVIDE "H2.5" OR "LSTA18" AT EACH RAFTER END 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRUSS ROOF SHEATHING SIMPSON STRONG -TIE 'H2.5' OR 'LSTA18' AT EA. END OF 2x4 VERT. STUD NOTE #4 HAND FRAME VALLEY DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" ROOF SHEATHING ROOF SHEATHING 2x4 BLKG. ® 48" O.C. (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING GABLE END TRUSS AIR —INFILTRATION BARRIER OVER EXT. SHEATHING (SEE EXT. ELEV. FOR FINISH MAT'L.) TRUSS SETBACK PER FRMG. PLAN NAIL (2) 16d EACH SIDE �— 2x4 BLKG. 0 48" O.C. PRE—ENG. TRUSSES 0 24" O.C. 2x4 45' CROSS BRACING AT TRUSS MID —PT. AND AT 8'-0" O.C. (MAX.) ROOF 12 SHEATHING PER ELEV. HURRICANE STRAP ® EACH TRUSS PER FRMG. PLAN — 8x8 U—BLOCK TIE —BEAM FILLED W/ CONC. & (1) #7 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDTN. PLAN GABLE END SECTION @ HIP ROOF Y—Y LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 BA TOP OF HIGHER BLOCK WALL z z ffil O�Q N0°'#5 BAR DOWEL zmw TOP OF LOWER a=,,JW/ STD. 90' HOOK BLOCK WALL CONC. BLOCK WALL #5 BAR DOWEL 11 VERTICAL FILLED W/ STD. 90' HOOK II CELL W/ 1—#5 BAR I I II BLOCK WALL HEIGHT TRANSITION 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 EDITION 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'—O" O.C. REFER TO FRAMING PLAN (2) 16d COMMONS TOE NAILED EA. SIDE MICHAEL C. ANDERSON FL. LIC. AR0017305 C co `r V O WC�3o00 Q) n W) rn O 0) L w co JF-�%�� H J M 4 OJOf CD (J�1z to JMQ�N J �wwCD( ZUOQ�U If4 �co w 'nU)0 IL ccn w .J w H SHEET A 6ml REVIEWED Fart CODE COMPLIMCE ST. LU IE C Ut4V d- r� rn r7 14" 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE WOOD TRIM NOTE: NO REVEAL BETWEEN BACKSPLASH AND TOP w Q 0 w 2x4 STUDS AT 16" O.C. 1 /2" DRYWALL `— KITCHEN BASE CABINET BARTOP DETAIL Ktr KIT. AT RNG. RNG KIT. AT RNG./REF. WALL MTD. LT. CABINE' END PANT WALL MTD. LT.-7\ MIRROR CER. Q TILE NOTES. M.C. r L 1. BATHROOM TOWEL BARS AT 54" A.F.F. \ LAV 2. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. 0 0 o - O Imo-= 0 f_ 3. TOP OF BATHROOM SHOWER TILE V TD48 ro > o � > 0 TO CEILING HT. Li SHWR. W.C. 4. SHOWER HEADS AT 6'-8" A.F.F. FILLER KIT. MIRROR M.C. N FILLER LAV LAV 0 0 0 0 BATH 2 M. BATH 1�1k►ijrl DW AT SINK/DW 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 MICHAEL C. ANDERSON FL. LIC. AR0017305 U) Lo rn o w N J I,- m J � �g ow)'Q Il 00 �z w>�o� OJo�CO wmO�N r J a"-rn0 aaowl=cocJ Z0< 0:`nU0 � x r� d w J w I - PROJECT NO. 17-015-018 DATE DRAWN 8-19-19 DRAWN BY MCA BERMUDA 1796 B3 LIVING 1796 SOFT GARAGE 409 SOFT LANAI 107 SOFT ENTRY 25 SOFT TOTAL 2337 SOFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,368 CUBIC FEET SHEET A 7mO REVIEWED FOR CODE CIE COUNTY LIANCF- ST. LU BOCC AC-1 EQUIPMENT SCHEDULE: MFG. CARRIER 3 TON C.U. CH14NA0360OG A.H.U. FX4DNF037T00 HEAT 05 KW COOLING CAP. 35,800 HEAT CAP. 34,000 ELECT. 208-230-1 BRKR. CU — 35 AHU — 30 REF. LINES 3/4 & 3/8 S.E.E.R. 15.00 HSPF 8.5 COND NOTE: ALL DUCTWORK PENETRATING GARAGE CEILING SHALL BE R-6 FIBERGLASS DUCT WORK. FAN OU1RQ coevem Ian ow YMrw axomm MMgrt 9 pfty 0" V(PAP r �- w aox cvaasrmm •�4� � ems^ ,. ; AIR COOLED CONDENSING UNIT SLAB MOUNTED Nr� Project Name: RENAR SERMUDA 1796 Sulder Nana: fMNAR HOMES Street Parmll OfAce: FT PIERCE City, State, Zip; FT PIERCE, FL, PennitNumoor: Owner: OOMERC.ANT Jurisdictiorc 661100 Design Location; FL, Fart Pforce C.oumy: $t, Luau (Ftodda C4mate Zone 2 ) 1. Now construction orwistirg New (Fmrn Plans) a Wa8'rypoo(1488.0 sgft.) Insulation Area 2, Single family or multipto feraliy 8h,g1e family a. Concrete Mock - Int Insul, Exterior Rm4.2 736.00 fe b. Concrete Block • fit Intl. Exterior R:13.0 48600 W 3. Number of Units, tmullplefamily T c.Frame- Wood,Adjaoent R=fl.0 248.00le 4, Number of Bedro oms 4 d. other (see details) Ra 24.W #s 5. Is this a warst cart? No VL Ceiling Types (1788.0 sqn.) Insulation Area a. Uncler Attic (Vented) RQ3f1.0 1796.00 it, 6. Conditioned floor area above grade (its) 1796 b. WA RR 10 Conditioned floor area below grade (ftr) 0 c' NIA R- ft• i 7 7. WindewIQ39 3 egft.) Oesoipfion Aram a. Sul: Alk Ref: Atltc, AH; Garage 6 131 s. U-Factor: Sgl,U20.54 186.00ff' SHGC; SHGCz025 b. U-Factor: Sit, U-oAi 53M R A 12. Coaling sysiam w3tufM EM=otancy SHGC: SHGCa0.23 a. Central Urlt 34.2 SEER:14.60 c. 0-Factor WA fta "C'. 13. Hea ft systems k6tufhr kRloleeney d. U-Fatter. NIA its s. Eleatdo Hsot Pump 3318 H8PF:820 SHOC: Area WEighted Avarage Overhang Depth: u33 it Area Weighted Average SHGC: 0.246 14. Hot water eyetems 8, Floor Types (1706.0 sgft.) hwulatlon Area a.EfeCbic cap: 40 gallons a. Slab -On -Grade Edge Insulation R=4x0 1706.00 fr b. Conservaggp foatures EF, 0.020 b. RAnA R= fP None c. NIA R= ft' 15. CYadRs Pstat Total ProMod posed ified Loads: 56.70 GtasslFtoorAroa: 0.133 R p SS PASS Total BaseFirte Loads: 59.55 I hereby c arrtify (hat the plans and spoaca for14 covered by Review of The plans and �Plli �C this calculaftan are In compliance with the Florida Energy spegfl0ationa covered by the Code. calctAatlon indicates compliance yr vA h the Florida Energy Code, n • _' PREPARED BY: DATE: Before constr lawn is completed this buikAng mil be inspected for compliance with 640tion 55&008 r"r� y4 I hereby codify that this btlldtng, as designed, is In compliance Florida SWkfts. with the Florida Energy Code. 01NNEWAGENT:— BUILDING OFFICIAL: — DATE: DATE HVAC PLAN SCALE 1 /4" = 1'-0" RETURN R1LLE Al SUPPLY DUCT A.H.U. PRIMARY DRAIN DRYWALL STAND AIR HANDLER 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 EDITION) MICHAEL C. ANDERSON �l2rC�f FL. LIC. AR0017305 ti co `�iV y i1 Vq O 00 0 to u7 O N O CD W Cp CV U Cn m J or)�0 WOO N T �m0le �LL ma'Ltr(D � W 1=co(D U 0 Z Q U) to O 1- 2 CO) 0- W J W I— PROJECT NO. 17-015-018 DATE DRAWN 8-19-19 DRAWN BY MCA BERMUDA 1796 B3 LIVING 1796 SQFT GARAGE 409 SQFT LANAI 107 SQFT ENTRY 25 SQFT TOTAL 2337 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,368 CUBIC FEET SHEET aEE �oMp o�N C'oo c 5, (. %. �QGc RECEIVED - _4'"M9 S i .Lucie County, Rermlttltlq EAC JF RECORD LUCIE, FL 34953 2EMENTS OF nAL (6TH EDI MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 8-11-18 c-) wq �cyD w � N �q wgW�o N co 114 C�doa� 0 N Lo CV O co W O N � i U Q LL Cc 04 x W> 0 O r z 0 —m Q061:) w J N � (� w f-: CR ZOQ�t� w to cl)O n 2 M a. w J W PROJECT NO. 17-015-018 DATE DRAWN 8-19-19 DRAWN BY MCA BERMUDA 1796 B3 LIVING 1796 SOFT GARAGE 409 SQFT LANAI 107 SOFT ENTRY 25 SOFT TOTAL 2337 SOFT F3614,8 IC VOLUME OF DITIONED SPACE _ CUBIC FEET SHEET A 8mO 0 0 0 n 1' 4" . -_.. ......... HATCH LEGEND 8' A.F.F. 9' 4" A.F.F. 11' A.F.F. [2-'cv! ewe = 11d4�"1�?Gw( li-vl�-�'-Ywl �- rat. c- H"rr-o� 113 oT No.62809 STATE OF D lea'P0190ea16Y16netB r0p SERIAL # 5f054982f500e8feb 19a64ef 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Truss Load Alert Box Truss I.D. Gravity (> 5,000#) / Uplift (> - Horizontal (> 350#) uJad 'AaunoD aionj 61OZ Z I d3S AREA CALL FLOOR 0 re2 ROOF 41$ ez FASCIA 544 h HIP LINE 101, VALLEY LINE 10 h " SHEETING AREA UNDER VALLEY TRUSSES AND WASTE MATERIAL NOT INCLUDED 94DR To VERIFY CALCULATIDNS * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO = 9 = p LEDGER CONNECTIONS BY BUILDER r (UNLESS NOTED OTHERWISE) E o o m p p * NOTE: ALL CEILING DROPS BELOW BEAM ARE d = _ e _- BY BUILDER (UNLESS NOTED OTHERWISE) a ' " p d - a d N;E y c * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. a ` p THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN p d a •_ OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. rn E c v` m,L •� m •� REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS _ _ =p " " _ " FOR GRAVITY AND UPLIFT LOADS. o p�9o.E _ .... d .r FOR BRACING& ERECTION DETAILS REFER TO BCSI 03 AND/OR ENGINEER OF RECORD N d C = O " d •�' c 079 L m O p N C C Q " REPRESENTS THE LEFT SIDE OF p " EACH TRUSS DRAWING d w H N N L C ( NOTE: REFER TO USP CONNECTOR CATALOG a _ m ` 1.._ d FOR INSTALLATION DETAILS) - p = d '= p d L L D N _ - d a = a = (� JUS24 THD46 ® d d ® JUS26 MSH422 ® e r!i d = - a 0 o N=« d p CC THD26 �K MUS26 d �o �._.Ea¢ F;I c E THD28 © \� _O N .�. O N G •N d v v v b d f �+ O N p p p ® THD26-2 - - - o ba v e y t v al 2 O �O. a"..� 6C Carl = = = _ `_ /� THD28-2 NO -- V` --- O d s = p p C 7 t d " �5 9! 5 a ' d O JUS46 © m G L a i IHBB�; HANGER BY BUILDER BBB BEAM BY BUILDER •9- a & p, vi * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON sd-. ba = E N cl c _ TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 p ' a = " � _ C d STRAP (BY OTHERS) UNLESS NOTED OTHERWISE .. -p t c = a =I (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) O i p y> d = p, b.-p o p e 4 e LOADING ROOF FLOOR WIND LOAD s •..� E o LIVE LOAD 20 - ASCE 7-10 m�' " _ /� a . lryi r d O t O -ba F 3p O c e c 0 O ~ c=i DEAD LOAD 7 160 MPH EXP B c = �� o 0 9 e � LIVE LOAD 10* CATEGORY II 00 Ol C G d' p ~! o m 5 DEAD LOAD 10 ENCLOSED balm p p E -.E m o s e TOTAL LOAD 37 FBC-2017 N.b, yl DURATION FACTOR 1.25 TPI 2014 p e d = -5 _ ` m ba d N d REV DATE BY REMARKS d d 1 09/17/18 RH UPDATE CODE/ LAYOUT o c. p C r rY Fa ff 71 d o � a o vla o 3= m p 9 p E d It is understood that above s conditions have been reviewed ❑ APPROVED d - E = o _ & are acceptable for the APPROVED AS NOTED .e fabrication at trusses, 9 E �` a elevations, pitches, overhangs, REVISE AND RESUBMIT ❑ d p fascias,ceiling _ __ a-3 E elevations/pitches, bearing g L- s -_ 6 `o a REJECTED p conditions & all detail pertaining to this truss placement plan. No y y y 9 y� d rn g back charges will be accepted = without previous written DATEa N s approval from an A-1 Roof Trusses representative. REVIEWED BY = = e d d o = d PLAN DATE ARCH: 04/25/16 STRUCT: CUSTOMER RENAR DEVELOPEMENT JOB NAME BERMUDA 1796 B3 MODEL OPTION(S) COVERED LANAI v ..o. - �.• y c / = d T p a . + COMMNTY MORNINGSIDE/LOT108 /LOT# 9 N N 6 0 p c= N c c ' o d'15 o a d d CITY FT PIERCE, FL v t- E c g d d _ _ s e'`pO COUNTY STLUCIE o d BLDG BLDG TYPE # s OB # 77613 MASTER WRMSBMB3 o - " DRAWN SCALE DATE 09/17/18 _ RH N.T.S. 'L- d � 2 p = C I d = d N Nd v ® C y d O j TRUSSES w== a 9 � d A FLORIDA CORPORATION I d e � Ph 772-409-1010 / Fax 772-409-1015 s = 9 = a http:JJwww.a1truss.com