Loading...
HomeMy WebLinkAboutAPPROVED, Construction Plans- 404 Seafoam Circle Lot 36PRODUCT APPROVAL SUBMI17AL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: LOT 82 - PHASE IIA, MORNINGSIDE DEVELOPMENT, FT. PIERCE, FLORIDA CONTRACTOR: GLENN DAVIS CBC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING" PRODUCT MODEL # MANUFACTURER GLASS PRODUCT DESIGN ID ATTACHMENT METHOD APPROVAL PRESSURES 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16" TEMPERED HEAD:1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 1/4" x 3.3/4" TAPCONS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: IW' DIA. X 2-1/4" FL2i i 35.11 W/ SDLT. SMOOTH STAR TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. +40,0 - 40.0 PSF 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 FL9174.8 +39.2 -43.7 PSF ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-114" MIN. EMBEDMENT) 8068 S.G.D. SLIDING GLASS DOOR SERIES 420 MI WINDOWS AND DOORS 3/16" TEMPERED HEAD: SPACED 8" FROM CORNERS,1r' III MAX. JAMBS: SPACED 6" FROM CORNERS,1r' FL15332.9 +/- 58.2 PSF (MIN) O.C. MAX. SILL: SPACED 6" FROM CORNERS, 1r' O.C. MAX. d WINDOW 185 SH ALL ANCHORS ARE 3116" DIA. TAPCONS (1-1W' MIN. EMBEDMENT) ANCHORS 3" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS . MI WINDOWS AND DOORS 1/8" ANNEALED FL17499.2 +/- 60.0 PSF (MIN) O WINDOW 185 ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 6 ANCHORS SH MI WINDOWS AND DOORS 1/8"' ANNEALED FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DiA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) NOT USED - J (� WINDOW 185 SH ALL ANCHORS ARE #8 WOOD SCREWS (1.1/4" MIN. EMBEDMENT) ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND MI WINDOWS AND DOORS 1/8" ANNEALED VERTICALLY FL17499.9 +/- 55.0 PSF (MIN) (� WINDOW 185 SH ALL ANCHORS ARE #8 WOOD SCREWS (1.1/4" MIN, EMBEDMENT) ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY MI WINDOWS AND DOORS 1/8" ANNEALED FL17499.9 +/- 55.0 PSF (MIN) O GLASS BLOCK 8"x8"x4" THICK SERES GLASS BLOCK INC. IMPACT GLASS PROVIDE LADDER REINFORCING & WALL TiES 2" FROM CORNERS,16" O.C. MAX. AT HEAD NOA 18-0725.05 +/- 75.0 PSF (MIN) AND JAMBS, PROVIDE (2) 3116" DiA. TAPCONS AT EACH WALL TIE WiTH 1" MIN. EMBEDMENT ALL ANCHORS ARE #8 WOOD SCREWS (1.1/4" MIN. EMBEDMENT) WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY FL17499.9 +/- 55.0 PSF (MIN) ALL ANCHORS ARE #6 WOOD SCREWS (1.1/4" MIN. EMBEDMENT) FIXED GLASS 185 PW MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY FLi 5349.5 +1- 55.0 PSF (MIN) Q FIXED GLASS 185 PW MI WINDOWS ALL ANCHORS ARE #6 WOOD SCREWS (1.1/4" MIN. EMBEDMENT) ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLY AND DOORS 1/8" ANNEALED FL15349.5 +/- 55.0 PSF (MIN) UNDERLAYMENT 30# ASPHALT SATURATED TAMCO BUILDING 309 FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND ORGANINC FELT' PRODUCTS, INC. >> PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF FL12328.7 tt THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O,C., AND 1 ROW ATTHE OVERLAPS FASTENED 6" O.C. t ' TAMCO BUILDING GALV. ROOFING NAILS,11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO ASPHALT SHINGLES HERITAGE PRODUCTS, INC. �� » PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-118" ABOVE BUTT EDGE, APPROX. 1" & 13.1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT. FL18355.1 AMERICAN CONSTRUCTION PROVIDE T-NAILS AT 12" I�EL SLOT ON MASONRY, PROVIDE TRIM NAILS .. EXTERIOR SOFFIT ALUMINUM SOFFIT MATERIALS >> ATTACHED THROUGH FASCIAAT 6'O.C. FL12019 +/- 50.0 PSF (MIN) HURRICANE SHUTTERS 28 GAUGE GALV. EASTERN METAL SUPPLY » ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) SPACING OF ANCHORS PER MANUFACTURER'S SPAN CHART FL 22270.1 PER MAUF. STEEL STORM PANELS SPAN CHARTS TABLE 1`1301.20) CLIMATIC AND GEWRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN r CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN r TEMP ICE BARRIER UNDERLAYMENT REOUiRED FLOOD HAZARDS° ' AIR FREEZING, INDEX MEAN ANNUAL TEMP I Speed" Topographic Weatheringe Frostlineb Termltec (mph) eff-Wl (NA) depth WA See Fig. R301.2(4) NIA Negligible NIA Very NfA N/A N/A Heavy For SI: 1 pound per square foal - 0.0479 kPa, i mile per hour - 0.447 mis. a. Weathering is'negiible" for concrete as determined from the Weathering Probability Map [Figure R301,2(3)]. The grade of masonry units shall be determined tram ASTM C 34. C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652. b. Reserved. c. Termite Infestation per Figure R301.2(6) Is "very heavy, d. Wind speed shall be from the basic wind speed map [Figure R301.2(4)]. Wind exposure category shelf be determined on a site -specific basis in accordance with Section R301.2.1 A. a. The outdooe design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the Florida Building Code, Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building offidal. I. Reserved. g. The applicable governing body shall, by focal floodplain floociptain management ordinance, specify (a) the date of the jurisdictlon's entry into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the Flood Insurance Study and (c) the panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adapted by the authority having jurisdiction, as amerded. h. Reserved. i. Reserved. j. Reserved. It. 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 - 1,564.0 SO. FT. VENTILATION AREA REQUIRED - 1.564.0 SO. FT. / 150 (RELIC. R806.2) - 10.43 SO. FT. PARAWdbETEII LINEAR FEET OF 16" WIDE SOFFIT - 193.4% 12- WIDE SOFFIT - 10.7' SQUARE FOOTAGE OF SOFFIT - (1914! X 1.33) + (10.7' X 1.0) - 267.9 SO. 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 - 267.9 SO. Ft. X 11.74 SO. IN. / SQ. FT. X 1 SO. FT: / 144 SO. IN. - 21.84 SO. FT. CONCLUSION: VENTILATION PROVIDED - 21.84 SQ. FT. > VENTILATION REQUIRED - 10.43 SQ. FT.. THEREFORE SOFFIT VENTILATION IS ADEQUATE TYPE OF ! •FRAME BUILDING ENCLOSED OPEN ULTIMATE DESIGN WIND • f '1 • 160 • _; NOMINALSPEED: BUILDING CATEGORY: 11 r INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 23' 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: BOTTOM CHORD: FLOOR LOAD: TOP CHORD: BOTTOM CHORD: LIVE LOAD: 20 PSF LIVE LOAD: 10 PSF (NON -CONCURRENT) 4§05 M. aIA0 i.i, , M I< All 0.9 " 1 '' I have reviewed the above product approval Information and approved it. Name' Signature: Certification Number: Date: PROJECTINFORMATION r FOUNDATION A !: 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-7.0 INTERIOR ELEVATIONS COMPONENTS AND CLADDING WIND PRESSURES PER 2020 FLORIDA BUILDING CODE INTERIORUSING ZONE COEFFICIENTS AREA OPENINGS gill DESIGN PRESSURE F to 19.927.6 PSF 1 1 PSF ♦ ' PSF s .7 PSF 100 TO ... 500 AND ABOVE1 USING END. ZONE COEFFICIENTS AREA OF OPENINGS DESIGN PRESSURE 1 to 19.9 27.6 • S r PSF i 1 TO r ♦ 4 PSFPSF 1 TO 99.9 • i r. :1 i. ♦:♦ ♦ 23.5 i '. i. 1 !f4 AND ABOVE1 " 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 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON Digitally lichaleI signed by Michael n d e rs Anderson Date: n 2021.05.14 08:51:38 -04' iFL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION _._...._._...1 -24-21 Lo orT� - . !"�� CV)" l q Qo 0 0 to to O �- t\i O O� T LlJ CQ N J~0) Jwt Mx i W > p C\I OoON mwL'I� ZO¢�U a �LO0Z CM a M n W J W }-- PROJECT NO. 17-015-036 DATE DRAWN 3-22-21 DRAWN BY MCA BERKSHIRE 2177 B LIVING 2177 SQFT GARAGE 367 SQFT LANAI 150 SQFT ENTRY 28 SQFT TOTAL 2744 SQFT CUBIC VOLUME OF CONDITIONED SPACE = 19,593 CUBIC FEET SHEET 00 I 00 t 0 to t J 15'-0" 36" SO. X 16" DEEP CONC. G { FTGS. W/ (4) #5 EACH WAY f G 1 w IL 0 f f " .a 6'-4" 6'-10" 1 - 5'-2" 6'-0" 3'--2" 4'--6" 4'-8" B { ( HB ■ ■ ■ OU ■ ■ ■ Q,�(�„ RECESS SLAB f AA = , J FOR S.G.D. { ■ { AA 1 REFERENCE 1 f ■ FINISH FLOOR AA f � 1 { { 4" 2500 PSI CONC. SLAB W/ 6'_5%- { f t FIBER MESH, AND/ON 6X6--10/10 }� r ■ LO WMM WITH MIN. 1" COVER ON 6 M SINK W/ ■ --- { MIL. POLY VAPOR BARRIER . OVER DI P. { { TERMITE TREATED COMPACTED DW { f CLEAN FILL. 16'-9" _ _) , f LAV f f Q Zi 3'x3' CONC. ■ R WA (n A/C PAD f V., f I 4" CLEARANCE BTWN. 4, SLAB EDGE AND PIPE 75/" f V-11 " { 1 ( � 17'-8y4" CURB f { f { { f ■ �60AND to 3" 19 -0 %4 f f f 1 24"x24"x16"DP. { CONC. PAD FTG. I ■ { DD w f { W/ 3—#5 BARS EX f � cn c ( ! Lf_, f INDICATES C.M.U. CELL FILLED-/ { { { W/ CONCRETE AND (1) #5 VERT. REBAR CONT. FROM FOOTING f ( i TO TIE BEAM (TYPICAL) HB I AA f SLOPE DOWN 1" { ( BB o 1 f F AT GAR. DOOR ( { 1 { o ( 1 2" 5'-0" 4'-4°' 5'-2" !C3 _ _ _ _ _ _ _ _ _ - __._ _. __ _ ■■■ N ■■ ■ ■ ■ ■ ■ ■ ■ _ _ { 0 { G qq D Oj 16'-0" L- I 1 Lw 18'-10" /� 7 -0" 12f-2" 3i-O" 24"X24"x16" DP. CONC. FTG. W/ 3-#5 E.W. 0 d- d- r- d- _ d- t X d- I a I b CONC. SLAB 6x6 - 10x1O WWF 1-OUTSIDE LINE OR FIBER MESH I OF EXT. WALL _ ' 1 1/2" MAX 3-##5 BAAS 8" Ot '*j AA DETAIL 1 _ = SLOPE GRADE d' es DETAIL 1 6x6 -- 10x10 WWF OR FIBER MESH CONC. $" SLAB VARIES BADS t C DETAIL 1 ` CONC. 1-#5 SLAB BAR 4" I G \ DETAIL 1 AMAI DIT93e HO CONC. SLAB- w w Z 5/8" > '�'' US �-� V-8" f DD \ DETAIL 1 r 1-#5 CONC. BAR SLAB Lj oe > I H \ DETAIL 1 V) 6x6 — 10x10 WWF OR FIBER MESH _ SA o �r 8" 1'-4" / A DETAIL 1 > tt--- �'- GRADE I 2-#5 8" BARS 1'-4" B DETAIL 1 U) SLAB x GRADE 12"(MIN) B_ AS ¢ BELOW 8"1'--4" `' t - D DETAIL 1 6x6 - 1 0x1 0 WWF OR FIBER MESH S©A8 1'_o" SLOPE _ 3--# •• GRADE BADS •- 20" F DETAIL 1 7 5/8" (BLOCK 5 1 /2" FRAME 7 5/8" BLOC \ (uj nCONC. 0. w CONC. SLAB i a SLAB ! > l: ' ' 3-5 i 2-#5 i BARS 8" • 1_4" BARS JJ DETAIL — S.G.D. J DETAIL — S.G.D. 1 ON C. $" VARIES 8" SLAB - ---- SHOWER._ �-------= — DETAIL L 1 DLUMBING RISER NTS FOUNDATION PLAN SCALE 1/4" = 1'-0" �-' CONC. ' 7 SLAB . 2-#5 4 BAR " 1'-4" 4" DETAIL rK 1 PIPE SLEEVE (DIA. LARGER THAN PIPING HRU FTG.) PEf1~TG. 3" MIN. DEPTH DETAIL i .3" r3" MIN. FOOTING & REBAR TRANSITION 1'-0" 1'-0" PIPE THRU FTG. DETAIL PF flr • • i` s A "It BD 5i a-5„ UIMI_N51UN5 ARL ROUNDED TO THE CLOSEST INCH 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 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON Digitally sign lichael by Michael n d e rs Anderson Date: n 2021.05.14 08:51:59 -04'0 ' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 1-24-21 �Lo o ti w� o�a� w � �oCoa 0 LO LO r 07 o 0) W'LptV U-0-)r g -j(Z5MX z WC©CC®� U Jm®GGN m�zL�wU ,z®¢U cr)Z 01 O i M Q_ W J W I-- PROJECT NO. 17-015-036 DATE DRAWN 3-22-21 DRAWN BY MCA BERKSHIRE 2177 B LIVING 2177 SOFT GARAGE 367 SOFT LANAI 150 SOFT ENTRY 28 SOFT TOTAL 2744 SOFT CUBIC VOLUME OF CONDITIONED SPACE = 19,593 CUBIC FEET SHEET A 1.0 FORM AND POUR 8x8 CELL 8x8x16 KNOCKOUT LINTEL BLK. COURSE PLYWD. GUSSETS AT EA. SIDE 8x8 CELL CONT. #5 BAR IN LINTEL TOP COURSE (2)2x6 BLKG. TO FORM �-- #5 BAR HOOK INTO VOID IN LINTEL COURSE REINF. FILLED CELL TO RUN VENT STACK LINTEL COURSE PLAN ABOVE VENT STACK AT DINING RM. I n /- FORM AND POUR TOP OF BLOCK I V 8x8 CELL AT LINTEL COURSE +8'--8" A.F.F. WIN= ROUGI OPENIN TOP OF SLAB +0'--0" A.F.F. 9x8x16 KNOCKOUT _INTEL BLOCK TOP COURSE :ILL W/ CONC. & 1--#5 BAR REINF. FILLED BLOCK CELL EA. VERTICAL VENT STACK BLK. CELL INDICATES VERTICAL VENT STACK CELL VOID - USE 8x8x16 PLUMBING BLOCK OR KNOCK OUT SIDE WALL OF 8x8x16 STANDARD BLOCK VENT STACK TO HALL BATH ABOVE VENT STACK DETAIL AT DINING RM. 0 i 4 2ND FLR. BRG. WALL HT. _ 0 i 7" Of TOP OF 2; 2ND FIN. FLR. p cc� TOP OF SLAB 1 1 /4" DIA. HAND TOP 32" ABV. LEA EDGE OF TREAD 38'-0" FIRST FLOOR PLAN 12"W. ARGPER ELEFV SCALE 1 /4" = 1'-0� FOYER/STAIR ELEVATION OF FIRST RISER WINDOW SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS A 35 SH 52,125"X62" 22.4 S.F. .55 .22 1 MUNTINS B 35 SH 52.125"X62" .55 .22 1 22.4 S.F. C PR. 25 SH 36"X62"X2 31.0 S.F. .49 .24 1 MULLED D NOT USED E 4050 SH <EGRESS> 47.375"X59.625" 2 (FRAME WALL) 19.6 S.F. .55 .22 F 3450 SH <EGRESS> 39.375"X59.625" .58 .24 2 (FRAME WALL) 16.3 S.F. G 4'W. X 3'--4"H. 48"X40" GLASS BLOCK 13.3 S.F. DEFAULT DEFAULT 1 H 2O40 SH 23.375"X47.625" .55 .22 2 (FRAME WALL) 7.7 S.F. J 36"W.x54"H. FIXED 35"X53"X28.52"R GLASS (FRAME WALL) X47" LEG .47 .24 1 12 LITE K 24"W.x24"H. FIXED 22"X22" 45 ,26 1 TEMP. GLASS (FRAME WALL) 3.4 S.F. z 30" U OPEN `! u- ARCH OPNG.1 • i » (3)2x4 STUD COLUMN AT CORNER 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. 6,--5„ (3) 2X4 STUD COLUMN AT SECONDFLOOR PLAN . �, SCALE 1/4" = 1'-0" DOOR SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS 1 3068 W/ (1) 12 W. SIDELIGHT 64"X7" 3.1 S.F. .19 .05 1 EXT. DOOR MUNTINS IN SDL 2 6068 S.G.D. 72"X80" 40.0 S.F. .55 .25 1 EXT. DOOR 3 2868 SOLID CORE 1 GARAGE DOOR 4 2868 3 INT. DOOR 5 2668 5 INT. DOOR 6 2468 3 INT. DOOR 7 1668 BIFOLD 1 INT. DOOR 8 2068 BIFOLD 3 INT. DOOR 9 4068 BIPASS 2 INT, DOOR 10 16070 OVHD. DOOR 1 GARAGE DOOR 11 2--2668 1 1-LITE DOORS +6,-8" 6'--3y4" (3) 2X4 STI COLUMN AT (3)2x4 STUD COLUMN AT -- CORNER WALL LEGEND INDICATES INT. BRG. HT. PER PLAN INDICATES PLANT .!_�_�►_SHELF HT. PER PLAN �. INICATES DBLO_ - AFF INDICATES SECOND FLOOR EXTERIOR •• FRAME a WALLS 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" Q.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. BLOCK WALL +8'-8" UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMA11ON 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 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON ichae Digitally signed by I Michael Anderson Anders Date: 2021.05.14 n 08:52:14 -04'00' FL LIC. AR0017305 MASTER PLAN REVISION 1-24-21 ,LO Y / T 0 '0 7-CID ;=4 i,UJ 0 C' i w JI-pO}I� -��Mx o t!) - Q LL 00 CC 0N c) J m 0 N mWF.:Qg0 z0<cm IRL0U)uj z n O c0 Q_ w uj PROJECT NO. 17-015-036 DATE DRAWN 3-22-21 DRAWN BY MCA BERKSHIRE 2177 B LIVING 2177 SOFT GARAGE 367 SOFT LANAI 150 SOFT ENTRY 28 SOFT TOTAL 2744 SOFT CUBIC VOLUME OF CONDITIONED SPACE 19,593 CUBIC FEET SHEET um NOTES: 1. WALL FENESTRA11ON 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). ENTRY - BEYOND 12 61 ()- TOP OF PLATE_ 0 CEMENTITIOUS COATING +18'-3/4" A.F.F. ■ 0� � a ON LATH I � TOP OF SECOND E.J. FINISH FLOOR _ CEMENTITIOUS COATING _ FTOP OF BLK. ON BLOCK ❑ � +8'-8" A.F.F. c 10 Imo- '� 0 TOP OF SLAB - +®`-0" A.F.F. REAR ELEVATION 12 1/8" = 1t—Q" 61 12 6(- _--_ _ _ --- _ _ _-- - - TOP OF_PLATE --- _ '2 _ +18'-0 3/4" A.F.F. - _ _ _ _ _-- _ _-- O �z I - - -� � _ - - = - - _ TOP OF SECOND _ - - - x FINISH FLOOR E.J. _ _ _ +10'-0-3/4" A.F.F. _..-_._ -• TOP OF BLK. +8'-8" A.F.F. CEMENTITIOUS ¢ a COATING ON BLOCK - _ _ ____ _ ._ _ ___. _ _ _ TOP OF SLAB +0'-0" A.F.F. ______ _ _ -- RIGHT SIDE ELEVATION 1 /8" = 1'-0" 16" OVERHANG --, TYPICAL UNLESS OTHERWISE NOTED CEMEN1111OUS COATING ON LATH CEMENTITIOUS COATING ON BLOCK ATTACHMENT PER MFRS. PRE-ENGINEERED RECOMMENDATIONS ROOF TRUSS 4 1X2 NAILED TO TRUSS TAILS W/ (2)-8d NAILS el CONCRETE "U" BLOCK j, y TIE -BEAM TOP COURSE HORIZ. 2X2 NAILED TO VERT. 1 X2'S W/ 12d X 3-1/4" NAIL ATTACHMENT PER MFRS. SEE PL N RECOMMENDATIONS STAPLES 0 8" O.C. PER MFRS. RECOMMENDATIONS SOFFIT DETAIL CONTINUOUS VENTED SOFFIT N.T.S. RIDGE HEIGHT +27'-0" A.F.F. 12" SQ. CONC. -- V BLK. COLUMNS FRONT ELEVATION 1 /4" = 1'--0" x- CEMENTITIOUS COATING ON BLOCK LEFT SIDE ELEVATION ,....., to —/ I / 1 /8" = 1'-0" I 1'-2 7/8" to ro m I iv OVERHANG SEPARATIONS 10 OR 1x4 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENED COIL NAILS AT 12' O/C MAX CONC OR MASONRY /ff'-DRYWALL BOARD n7\CAULKING ENTRY' ALUMINUM FRAME BEYOND FASTEN 7HRU BUCK W/ 3/16 0 1/4' TAPCON SCREWS 0 24' O/C MAX. IN PREDRILLED HOLES BY MANUFACTURER PERIMETER CAULKING CEMENTITIOUS FINISH HEAD DETAIL WINDOW TOP OF PLATE '1-4-0 3/4" A.F.F. 3 TOP OF SECOND I 7 + + 3 1 RI OCK TOP OF SLAB +0'--0" A.F.F.- (REF. ELEV.) CEMENTITIOUS COATING ON BLOCK ALUMINUM FRAME FASTEN THRU BUCK W/ 3/16 0 1/4' TAPCON SCREWS 0 24-O/C MAX IN PREDRILLED ALUMINUM FRAME HOLES BY MANUFACTURER SECURE FRAME TO SILL PERIMETER CAULKING WITH SILICONE CEMENTTTIOUS FINISH CAULKING CONC. OR MASONRY 1x3 OR 1x4 RL BUCK SET IN 0 SEALANT AND NAILED ° °°0 , oQ° o o : Oa W/1-1/2' CASE HARDENED COIL NAILS AT 12' 0/C. MAX PRECAST OR POURED SILL PERIMETER CAULKING DRYWALL BOARD CAULKING .. JAMB DETAIL WINDOW STUCCO FINISH PERIMETER CAULKING CONC OR MASONRY 1x4 OR 1x6 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENED COIL NAILS AT 24' O/C. MAX. DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ W/ 3-1/4' x 1/4' (MIN) TAPCONS AT 24 0/C. MAX IN PREDRILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) CONC OR MASONRY DRYWALL BOARD DOOR TRIM DOOR FRAME FASTENED THROUGH BUCK W/ 3-1 4' x 1/4' (MIN) TAPCONS� W774 (1) TAPCON 6' MIN FROM EA. CORNER, AND 4 EQ. SPACED TAPCONS ON EA. VERTICAL LEG W/ MIN EMBED OF 1 5/8' SILL DETAIL WINDOW DOOR FRAME FASTEN TO SILL W/ 16 x i" SCREWS 0 2-Om OIC g0o °oO . V GROUT BED CONCRETE SLAB SILL DETAIL (SOD) 4SCA P T. BUCK SET IN DOOR THRESHOLD SET LANT AND SECURED W/ 1N BED OF CAULK & E HARD NAILS 0 12' O.C. (MAX) FASTENED TO SILL W/ 3/16' DIA. TAPCONS 0 18' O/C PERIMETER CAULKING FLOOR COVERING CEMENTITIOUS FN1SH PERIMETER CAULKING (? O° °` o DOOR TRIM PERIMETER CAULKING CONCRETE SLAB HEAD/JAMB DETAIL EXT DOOR r MICHAEL C. ANDERSON ichae Digitally signed by Michael Anderson MICHAEL C. ANDERSON, ARCHITECT OF RECORD n d e rs Date: FL. LIC. AR0017305 2021.05.14 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 08:52:26 (772)418-2118 n -04'00' PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 1-24-21 O ti Wv "a o QwNw � Co W o� N PROJECT NO. 17-015-036 DATE DRAWN 3-22-21 DRAWN BY MCA BERKSHIRE 2177 B LIVING 2177 SOFT GARAGE 367 SOFT LANAI 150 SOFT ENTRY 28 SOFT TOTAL 2744 SOFT CUBIC VOLUME OF CONDITIONED SPACE 19,593 CUBIC FEET SHEET 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 24-1 Od X 1 1/2 TO STUDS HOLD FACE OF FLOOR TRUSS 1/2- BACK FROM FA OF BLOCK WPROVIDE SIMPSON "HETA20" (TYPICANCHOR AT EA. FLOOR JOIST END 2x4 X—BRACING! ! 48" O.C. (MAX.) BTFLOOR J O.C. B-5 2x4 X—BRACING AT 48" O.C. (MAX.) BTWN. FLOOR JOIST FLOOR JOIST 2x4 BLKG. AT 24" O.C: AT TRUSS TOP/BOT. CHORD 2ND FLOOR FRAMING PLAN SCALE 1 /4" = 1'—O" 10 00 �P o- -2X4 "X" BRACING, TYP. 8FB-1B SF16-1B ##5 REBAR AT TOP TYPE DESIGNATION MIN. (1) REQ'D CLEAR F = FILLED WITH GROUT / U = UNFILLED ? 0 rQUANTITY OF #5 REBAR AT c°-s 2 C.M.U, BOTTOM OF LINTEL CAVITY a 4 8F16-113/1T I~ ' '`A.! GROUT z NOMINAL WIDTH #5 REBAR AT BOTTOM NOMINAL HEIGHT REBAR TAT OTOP 5 OF LINTEL CAVITY a-s�sA 8` NOMINAL WIDTH Q w t- 0� O v Z UJ Q Cn� ! 0 UJ B-7 ! Of 0 O i �- Z O V) r O ry Lij 7 x I --HOLD FACE OF FLOOR JOIST 1/2" BACK FROM FACE OF BLOCK WALL (TYPICAL) -2x4 X--BRACING AT 48" O.C. (MAX.) BTWN. FLOOR JOIST PRECAST HEADER SCHEDULE B—X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 V-10" 8RF22-1 B 8060 PLF 3176 PLF B-2 4°-6" 8F16-18 6113 PLF 2724 PLF B-3 5-10" 8F8-1B 2724 PLF 909 PLF B-4 NOT USED B-5 7'--6" 8F16--1 B 2661 PLF 1634 PLF B--6 17'-4" 8F24-1 B/1 T 1609 PLF 637 PLF B--7 V-10" 8F16-1B 4360 PLF 2023 PLF B-8 7'-6" 8F24-1 B 5681 PLF 2571 PLF B-9 10'-6" 8F16-1 B/2T 1533 PLF 1183 PLF B-10 14'--0" 8F16-1 8/2T 1002 PLF 709 PLF 7'-0" STRK TO _ -71_n" ci-ptt Tn ROOF FRAMING PLAN SCALE 1 /4" = 1'-0ar WALL LEGEND INDICATES INT. BRG. HT. PER PLAN ♦ww*..w..4. INDICATES PLANT SHELF HT. PER PLAN .� INDICATES TOP OF - INDICATESAFF s r FLOOR EXTERIOR FRAME WALLS W/ 2X4'S AT 16" s aw U) 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 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 ichae I Digitally signe by Michael n d e rs Anderson MICHAEL C. ANDERSON, ARCHITECT OF RECORD Date: FL. LIC. AR0017305 2021.05.14 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 n 08:52:39 -04'0 ' PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE —RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 =I to to V_ 0) ow LIJ co cV x i � CO N _jmp00N °° 0 I.0 m Q ®¢ U n L0 (0 LIJ Z h C7 tl_ uj J W PROJECT NO. 17-015-036 DATE DRAWN 3-22-21 DRAWN BY MCA BERKSHIRE 2177 B LIVING 2177 SOFT GARAGE 367 SOFT LANAI 150 SOFT ENTRY 28 SOFT TOTAL 2744 SOFT CUBIC VOLUME OF CONDITIONED SPACE = 19,593 CUBIC FEET 3 #1 CU THHN OR AL. EQUIVALENT 2" CONDUIT ELECTRICAL LOAD CALCULATION 150 30 CKT 0 2074 S,F. AT 3 VA 6,2 kVA PANEL 2 SMALL LAUNDRY CIRCUIT NGE CIRCUITS 1500 VA EACH METER RANGE 1,5 kVA 150 12,0 kVA 1 WATER DISHWASHER ATER .0 kVA M C B. 15 kVA . • DISPOSAL 1.5 kVA DRYER 5,0 kVA SUBTOTAL 33.7 kVA FIRST 10 kVA AT 100% 10,00 kVA 2" RIGID O.H. SERVICE F.P.L. REMAINDER AT 40% 9,48 kVA TOTAL OF OTHER LOAD 19,48 kVA 10 kVA OF AC AT 40% 4,00 kVA TOTAL _. 23,48 kVA: NO. 4 CU. WIRE 23,480 VA DIVIDED BY 240 V 97,8 A TO U FER GRN D. POOL SUB PANEL 30.0 A TOTAL 127.8 A USE 150 AMP SERVICE SCHEMATIC ELECTRICAL RISER (BACK TO BACK SERVICE) OUTLET FOR MICROWAVE FAN/ LIGHT ELECTRICAL. PLAN SCALE 1 /4" = 1'-0" LEGEND Y SURFACE MTD, CEILING FIXTURE PENDANT FIXTURE lOJ RECESSED LIGHT WALL MTD. BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE L� i V WALL MTD. VANITY LIGHT EXHAUST FAN EXHAUST FAN Wf LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) WALL MTD. SMOKE DETECTOR Q CEILING MTD. SMOKE DETECTOR O CEILING MTD. CARBON MONOXIDE DETECTOR -'XM' CHIMES CHIMES PUSH BUTTON TELEPHONE JACK �Lf 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 Fil 110 V. JUNCTION BOX SWITCH @ 42' A.F.F. Q- RHEOSTAT SWITCH @ 42' A,F.F, TP TOUCH PAD FOR SECURITY SYSTEM ® CENTRAL VACUUM OUTLET LOCATION ELECTRICAL DISCONNECT 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. 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 FROM 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 2020 F.B.C. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 MICHAEL C. ANDERSON lichael Digitally sign by Michael n d e rS Anderson Date: n 2021.05.14 08:52:52 -04'I PLAN REVIEW REVISIONS MASTER PLAN REVISION 1-24-21 o C) o0 Co \w O � LO LO r *- CV C)0') Lu�Cm _ r<LL' CO p>lraLL'� �.Im®rooCv awe(9C9 z00<I'- UJN#�-W U-) U) C\I w J u! F-- PROJECT NO. 17-015-036 DATE DRAWN 3-22-21 DRAWN BY MCA BERKSHIRE 2177 B LIVING 2177 SOFT GARAGE 367 SOFT LANAI 150 SOFT ENTRY 28 SOFT TOTAL 2744 SOFT CUBIC VOLUME OF CONDITIONED SPACE = 19,593 CUBIC FEET SHEET ■ PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 ----- CORNER FLASHING TAPE CORNER --� FLASHING TAPE FLASHING TAPE SIDE - FLASH TAPE FIN WINDOW TOP CORNER . NAILING FIN ' SIDE CHECKRAIL FLASHING TAPE _...... ...... _...._... _------ __._._._--. - A WINDOW BOTTOM SILL FLASHING TAPE #1 SILL FLASHING TAPE #2 1. CUT THE WATER RESITIVE BARRIER (1C) WATER RESISTIVE BARRIER WATER RESITIVE ST CUT TH CUT, 3RD MAKE A 6' CUT UP CUT FROM EACH TOP CORNER AT A 450 ANGLE TO ALLOW THE 450 WATER BARRIER TO BE LAPPED OVER THE FIN AT THE HEAD OF 2ND THE WINDOW. 0 CUT 1 2. FOLD THE WATER RESISTIVE BARRIER (1D). 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 (X" FROM EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE WATER RESISTIVE BARRIER. 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1". DO NOT ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1G). NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. 1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4" LONGER THk HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN ANC WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WIN BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS SHOWN. NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) 4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE BARRIER AT BOTH UPPER CORNERS OF THE WINDOW. NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D) 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 1" V_O" V-0" 1" + + + + + + f + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f + + + + + + + + + + + f + + + + + + + + + + + + + + + + + + SHINGLE SIDE VIEW SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. SHEATHING -I FRAMING 14111 H d- ROOF EDGE d- ZONE 1-USE 8d RING SHANK NAILS 0 6" O.C. %i ZONE 2-USE 8d RING SHANK NAILS ZONE 3-USE 8D RING SHANK NAILS 0 6" O.C. 0 O 4" O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. 2x8 RIDGE BOARD 2x6 RAFTERS AT 24" O.C. MAX. - TOE -NAIL TO RIDGE BD. W/ (2) 10d NAILS 2x4 VERT. STUDS ROOF 0 4'-0' O.C. (PLACE SHEATHING ABOVE TRUSS BELOW) SIMPSON STRONG -TIE 'H2.5' AT EA. END OF 2x4 PRE-ENG'RED SEE VERT. STUD TRUSSES NOTE #4 NOTES: 1. HURRICANE CONNECTORS REQ'D SEE AT 8'-0" O.C. NOTE #4 2. PROVIDE "H2.5" ROOF AT EACH RAFTER END SHEATHING 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE ' 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRUSS AND FRAMED VALLEY DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" REINFORCED/FILLED CONC. BLOCK CELL 1/2" DIA L-BOLT (8" LONG) W/ 2' WASHER A7 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 F HDR. TO CLG. LINE TOE NAIL (2) 16d EACH SIDE 2N4 TRUSS TOP CHORD BL,KG. @ 48" O.C. PRE-ENG. TRUSSES AT 24' O.C, 2X4 45' CROSS BRACING W/(2)16d NAILS AT EA. TRUSS WEB MEMBER 2x4 45• CROSS 13RA d�Enr n !- SPAN RRACIN R ^'D GREATER THAN 20 FT. SPACED 4'-0' D.C. 10 FT. TO 20 FT. () PAIRS AT 1/4 IX LESS THAN 10 FT, POINTS (1) PAIR AT MIDPOINT 2k4 TRUSS BOTTOM CHORD BLKG, AT REFER T4 FRMG, PLAN Cam) 16d CIOMMONS TOE NAILED EA. SIDE ----� EQUAL EQUAL 2x6 14 - P.T. �t 1 /2" DIA L-BOLT 2x6 N (8" LONG) W/ 2' P.T. WASHER AT :04 32" O.C. MAX. GARAGE DOOR OPENING -� N ELEVATION GARAGE DOOR DETAIL 8x8 U-BLOCK TIE -BM. FILLED W/ CONC. L (1) ##5 BAR CONT. VERT. #5 BAR AT EA, REINF, FILLED CELL PER FIN. PLAN ---/� GALE END SECTION X-X STRUCTURAL NOTES: WOOD STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE 3 SEC. BURST PER 2017 FBC. AS SHOWN ON DETAILS. DAMAGED WOOD NOT TO BE USI`D• 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO 2• GROUP II WOOD IS SOUTHERN YELLOW PINE #2. Fb=1200 PSI, E=1,600,000 PSI, THE 2017 FLORIDA BUILDING CODE. M.C.=19% MA,X.,TYP. PINE GROUP III WOOD IS DOUGLAS FIR-LARCtj, 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX SOUTHERN YELLOW PINE, HEM -FIR, OR SPRUCE -PINE -FIR. 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 1" COVER ON 6 MIL POLY VAPORBARRIER OVER 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD D COMPACTED CLEAN FILL. LOCATED BELOW 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" SHALL BE OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE NAILED AT 6" O.C. MAX. TO BE SHALL BE AS SPECIFIED BY THI= MANUFACTURER. FIBERS SHALL 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32' BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94". THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 O.C. W/ 10d NAILS UNLESS OTHERWISE NOTED. TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ON wD TO BE #2 OR BETTER GROUP II, UNLESS OTHERWIS K TRUSSES) E REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF OTE®• ARE TO BE GAMING PLAN FIBER MESH CONCRETE. #2 OR BETTER, SPECIES GROUP II 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTUt RAL STUDS. 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSi 9. STUDS TO BE DOUBLED AT EACH END OF SHEAiRWALL AS PER DRAWINGS. AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES AS DEFINED IN ACI 53-99. fm - 1500 psi 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER OF HURRICANE STRAP MUST BE EQUALLY HALF ON THE LENGTH 8. REBAR TO BE SIZE #5 GRADE 40, CONT. 11. NAIL PATTERNS: EA. ITEM. TOP OF FILL CELLS AND CHANGES OF DIRECTION WITH MIMMUM LAP OF 30". -DOUBLE PLATE AT 12" O.C. OUTSIDE THE SPLICE ZONE (SEE NOTE #4). 9. OMIT -DOUBLE STUD NAIL PATTERN AT 12" p.G 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF -DOUBLE HEADER NAIL PATTERN AT 6" .0.'C. AT EA. EDGE, 12" O.C. INTERNALLY. TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER -HEADER TO STUD-- 4" O.C. EA. HEADER MEMBER ENCLOSED DETAILS. --STUD TO TOP OR BOTTOM PLATE- (2)16,d END 11. EPDXY ANCHOR ALTERNATE: NAILED OR (2)16d TOE NAILED EA. SIDE THREADED ANCHOR ROD MAY BE USED IN LIEU OF ,° ANCHOR -BALL INTERIOR HEADERS TO BE (2) 2x H 1/2" FLITCH BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. GLUED AND NAILED WITH 16d AT 8" O.C. STAGGERED. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE MIN. HOLE DEPTH 1/2" 3/4" 12 ROOF SHEATHING TO BE MIN. 15/32" CDX 3/4" 7" PLWOOD NAILED PER ROOF NAILING PATTERN DIAGRAM. " f. 8" 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE RKOVED AND/OR MANUALY. PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT 5PDXY RESIN MATERIAL TO BE 15• AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, METAL. STUDS MAY MIXED PER MFG. DIRECTIONS. BE SUBSTITUTED FOR WOOD STUDS, 12. MISSING DOWEL PLACEMENT: 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP. UNLESS NOTED"p IERWISE. HURRICANE WASHER EMBEDDED 5" 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 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2~ MIN. EXTERIOR ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER GRADE GYP. BOARD OR 1/2 MIN. SOFFIT BOARD UNLESS NOTED APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. I------, 15/32' CDX PLYWOOD SHEATHING v--- 2x4 BLKG. @ 48. O.C. ) 16d COMMON NAILS AT A. 2X4 LADDER FRAMING 2X4 STRONGBACK IF GABLE TRUSS IS TALLER THAN 8'-0' kAGABLE END TRUSS SET 3/4' FROM FACE OF CONC. BLOCK i 15/32' SHEATHING OVER GABLE END TRUSS FASTEN WITH tad + + NAILS AT 6' D.C. 2X4 'T' OR 'L' STRONGBACK AT GABLE VERTICAL LONGER THAN 48' - CONNECT I WITH 12d NAILS AT 12' D.C. + SIMPSON HETA20 AT EACH TRUSS VERT WEB MEMBER (24' O,C. MAX) I i6d COMMON e NAILS AT 6' O.0 TO 2x6 P.T. PLATE CEMENTITIOUS FINISH OVER FRAME CONSTRUCTIION APPLIED 2 LAYERS OF AN APPROVED • WATER RESISTANT BARRIER HATERiAL OR 1 LAYER OVER AN APPROVED DOUSE WRAP. = EXPANSION JOINT AT CEMENTITIOUS I II .1. PLATE .1. PLATE CONT. 1/2'x 8' ANCHOR BOLTS @ 32' O.C. ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF REBAR HOMES STEEL, MASONRY OR WOOD FRAMING MORTAR JOINTS 1/4' TO 3/8' (TYPICAL) PANEL ANO-IORS 8"XB"X4" (NOMINAL SIZE) GLASS BLOCK UNITS PANEL ANCHORS & REINFORCEMENT :VERY OTHER :OURSE OR 16" O.C. WKNEVER IS LESS ►SPHALT EMULSION THIN MORTAR O SPE 10CATIONS 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' HILT! KWIK BOLT 8. EXPANSION MATERIAL 3/8' THICK POLYETHYLENE TYPE SEALANT: SILICONE TYPE. MICHAEL C. ANDERSON GLASS BLOCK INSTAL TI® Digitally alf ae signed by Michael Anderson MICHAEL C. ANDERSON, ARCHITECT OF RECORD Date: FL LIC. AR0017305 n d e rs 202 .05., 4 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 n 08:53:06 PLANS DESIGNED TO MEET THE REQUIREMENTS OF-04'00' THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) FI-. LIC. AR0017305 ExPANSI STRIP do O JAMB HEAD LC (ONLY) li X REVIEW IONS MASTER FLAn_. 1-24- � LO LO r rn o rn r (p W�CV m o 0 &5 co < x Z �®<LLN 6®I�trOT Lu J =za^V_ m uj Zoa^U CC�Imo'LU LO U) O n 2 CY) CL LL1 uj I - PROJECT NO. 17-015-036 DATE DRAWN 3-22-21 DRAWN BY MCA BERKSHIRE 2177 B SHEET owl D12' STUD SS / 2X4 WHEN D(7FRIOR S FLOOR TRUSS, NO SE STRAPS ARE REQUIRI UPLIFT LOAD REOI PROVIDE SIN" 'M' TRUSS / 2X4 RAN SIMPSON 'HETA2 STUDS ALIGNED STUDS UNALIGNED BETWEEN FLOORS BETWEEN FLOORS 2--STY. INTERIOR BEARING WALL STRAPPING STRAPS AND BOLTS NOT REQUIRED AT INTERIOR BEARING WALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS) ALL REQUIRED HANDRAILS SHALL BE ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT G,iRASPABILITY. TYPE I: HANDRAILS WITH A tIRCTEUIM CROSS SECTION SHALE. HAVE AN OUTSIDE DIAMETER OF AT LEAST 1 1/4 AND NOT GREATER THAN V. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6 1/4' YOUTH A MAXIMUM CROSS SECTION OF DIMENSION OF 2 1/4. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01'. Xifx TYPE W: HANDRAILS WITH A PERIMETER GREATER THAN 6 tJf' STALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A I AN CIF 3/4" MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16' WITHIN 7/6' BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRE DEPTH SHALL CONTINUE FOR AT LEAST 318' TO A LEV L THAT IS NOT LESS THAN 1 3/4" BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1 1/r TO A MAXIMUM OF 2 3/r. EDGES SHALL HAVE A MINIMU RADIUS of 0.011% OPENING LIMITATIONS BALUSTERS SHAD. NOT HAVE OPE 140S FROM THE WALKING SURFACIE TO THE RAILING HEIGHT OHM ALLOW PASSAGE OF A SPHERE C IN DIAMETER. THE TRIANGULAR OPENINGS AT THE OPIEN SIDE OF A STAIR, FORMED BY A RISER, TREAD AND BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE 6' IN DIAMETER. TOTAL STAIR RUN b MINIMUM TREAD (NOT INCLUDING NOSING) 1W WIDE 1' NOSING 9C T k G PLYWOOD SUBFT OOR 1X1O STRIS FLOOR TRUSS Y NOSING NAIL (2)2X4 TO BOTTOM OF FLOOR TRUSSSIIr OR LESS IN 2X12 TREAD TH w PLYWOOD RISER / i / 08 STAB LEDGER - CONNECT TO FLOOR • / TRUSS W/ (2)-10d NAILS AT 6" Q.C. MAX. C1R EQUIVALENT Ile CONNECT CARRIAGE 70 LEDGER Qgdk OtN$2s _ „-'�j ' CONNECT PLYWOOD RISER tQ TREAD WITH (4)-Sd NAILS AT SIDES2X6 .' CENTERND SETA CONNECTSTUD PA TAT amO EACH STUD / WITH (2) 10d COMMONS / =4 P.T. IOC( PLATE TYP. STAIR SECTION NOTE: EACTHING EXTENDS TO BOTTOM OF ;ONO FLOOR STUD To FLOOR TRUSS D. SHEATHING PROVIDES REQUIRED IREMENT. AT THESE LOCATIONS, 912" 1ST FLOOR STUD TO TO FLOOR AT FRAME WALL LOCATIONS OR i AT BLOCK TO FLOOR TRUSS LOCATION& STUDS UNALIGNED BETWEEN FLOORS AS WELL AS STUDS UNALIGNED W/ FLOOR TRUSS OR NO RAIL BD. PRESESNT 8d NAILS AT r O.C. AT SHEATHING EDGES - STAGGER NAIL'S 87VN. PANEL EDGES--- CONTINUOUS 2X6 TOP RAIL CONNECT TO FLOOR TRUSS W/ (8) 16d NAILS PROVIDE Bd NAILS AT 2' O.C. EXT. SHEATHING NAILING PATTERN (2) ROWS AT 2X6 TOP RAIL (1) ROW AT 2X4 BOTTOM RAIL ' CONTINUOUS 2X4 DOT. RAIL - CONNECT TO FLOOR TRUSS W/ (4) 16d NAILS (2X4 P-T IF INCCONTACT W/ t ROOF TRUSSES OR 2x RAFTERS AT 24" O.O. -• CONNECT W/ (2)16d MIN. COMMONS TOE -NAILED TO TOP PLATE NOTE ALL NAILHEADS SHALL PEFLE-RtAX THE FACE OF THE SHEATHING MORE I 1 { { 'I NNt ' W�N� ('i SIMPSON 4" PSON "SPHAT EACH Ii I( STUD TO 70P PLATE - -� ---vr --�--- -- 8d NAILS AT 6' OC AT RED STUDS i•I I•I {{ i•i I 2X4 CONTINUOUS BLOCKING 04 EDGE OR FIAT - ALIGN WITH EDGE i.l I•{ OF EXT. SHEATHING (LOCATE AT MID -WALL {1 II HT. W/ NO SHEATHING) -- 8d NAILS AT r O.C. AT {I II i•i I,1 SHEATHING EDGES - sTAGa I I I I2x STUDS AT I•I { I 1 I NO STRAP REQUIRED AT STUD TO PLATE IF I•I SHEATHING CONTINUOUS To 8d NAILS AT 3' O.C. { I I j BOTTOM OF FLOOR TRUSS HORIZ AT 2x SILL PLATE {•i I,I {{ II FLOOR TRUSSES AT - - - 24' 2X4 BLOCKING $TWIN - - T RIM ED. ATALL T T - - —•T T SNEAIHENG I- 1`I {`I I ` ` I—2x4 �OOONG BTWN. 1 1 1 1, P-- RIM BD. AT ALL - - SHEATHING EDGES PROWDH OC UM E ROW OF 8d NAILS 8d NAILS AT 3 O.0 HORIZ AT ALTERNATE CENT. 2X6 To RAIL AT TOP AND BOTTOM RIM LLO. "LING TD FLOOR TRUSS BLIGG. iN]. OR TRUSS CH0 7 BTT!NN. RAINS EXT. _ WALL SHEATHING DETAIL AT 2-STY. REQUIRED NAILING PATTEM AS NOTED FOR SHEATHING TO ACT AS UPLIFT LOAD CONNECTOR BETWEEN WALL STUDS AND FLOOR TRUSSES R EACH E INDICATES GABLE ETD FLOOR TRUSS LSTA24' OR AT EACH iOTTOY PLATE BLOC( WAFT, (2) SIMPSON 'HETA20' STRAPS CONNECTING CABLE END TRUSS TO BLOCK WALL SIMPSON 1 STA38" STRAPS NECTWNG 2ND STORY CORNER MUDS TO GABLE END FLOOR frIUSS - LOCATE 1 X FROM CORNER MOE 2x4 CANER WALL STUDS •24' H. 2X4 S'AM W/ NO GAP ABOVE WALL SILL PLATE — ALIGN STRAP IN CATER OF STUD DO NOT PLACE STRAP JOINT STVf& SUDS - ALIGN SOLID "r. BELOW -(2) SIMPSON 'LSTA3r STRAPS OVER EXTERIOR SCATHING C ONINECTTNG 2ND STORY CORNER STUDS TD GABLE END FLOOR TRUSS - PROVIDE SOLID BLOCKING FOR STRAP NAILING - 2x4 CR 2x6 16M T3QARi}{S PROVIDE SCUD BLOfIING B AT CORNERS 2) SIMPSON "HETA20' STRAPS INECTING FLOOR TRUSS TO CONC. BILK. WALL - NAIL TO INSIDE FACE OF GABLE END FLOOR TRUSS SACK WALL GABLE TRUSS � I GABLE TRUSS SIDE ELEV. END ELEV. 2ND STY. CORNER HOLD-DOWN DETAIL ---2X4 DIAPHRAM SKG. AT 20 O.C. CONTINUOUS ACROSS 1ST (2) TRUSS BAYS CONNECT 10 LA04 BOTTOM CHORD W/ (4) 10d NAILS --- SIMPSoN "RETA20" STRAP AT 24' 0.11 PROVIDE SOLID 2X4 BLKG. 9TWN, TOP DOT. CHORDS WHERE STRAP DOES NOT ALIGN WI7H TRUSS VERTICAL 1 SIMPSON *%me AT 16" O.C. ACROSS HEADER SPAN SIMPSON 'LSTA24' STRAP AT LLEADIR STUD 70 BEAM (2) STRAPS EACH SIDE WITH (4 ACR01S OP1RU \ SIMPSON 'L.STA24' STRAP AT HEADIER STUD TO RIM BD. / BLOCKING FOR / OPENINGS > 5-0" 2X4 OR 24 RIM 8D. BM, FUR. TRUSSES - CONNECT TO TRUSS W/ (4)16d NAILS 20- P.T. RIM W. 8T1ML H.R. TRUSSES - CONNECT TO TRUSS W/ (4)16d NAILS oPE :INGS > 5'--w SIMPSON 'MAW STRAP AT EACH FLOOR TRUSS END OR 24' O.C. AT GABLE END TRUSS 2---STY, EXT. FRAME WALL CONNECTOR DETAIL TRUSS 15/321 PLYWOOD SHEATHING OVER WOOD TRUSSES CEMENTITIOUS COATING ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL JOINT CEMENTITIOUS COATING ON BLOCK FTBMG.ASS SHINGLES OVER 15# FELT (Y SIDE LAP, 4' END LAP AND CAP NAILS AT W ON CENTER EDGE 24' ON CENTER FIELD) ON 12 15/3r O.S.B. SHEATHING AND PER PRE-ENGNIMED WOOD ROOF TRUSSES AT ELEV. 24' ON CENTER MAXIMUM ( SM ROOF NAILING PATTERN DETAIL FOR SHEATING) (SE SHINGLE NAILING DETAIL FOR S iIWXES)-----, GALVRNIZED METAL OR ALUMINUM DRIP EDGE OVER HURRICANE STRAP AT EACH FASCIA TRUSS SEE ROOF PLAN i--R-30 INSULATION FASCIA TO 4!-0° DIAPHRAGM AREA FASTEN MATH 5d NAILS AT j I 4' ON =TER FIELD AREA AT r ON CENTER 1/2" GYPSUM BOARD -------- CONTINUOUS 2 X 4 DOUBLE TOP PLATE WITH SIMPSON SPH4 AT EACH STUD BE ALUM. OVER 2 X 6 CONTINUOUS ALUMINUM VENTED SOFFIT SUBFASCA CONTINUOUS 2 X 4 SCUD WALL BLOCKING ON EDGE ON FLAT AT StIEATNING JOINT. NAILS ARE PERMITTED TO PENETRATE r X 4' BLOWING SET ON EDGE R-11 MINIMUM INSULATION RM:M 7D ENERGY CALCXILATIONS FOR REQUIRED INSULATION. 7E C2• AIN71TUOUS GATING ON LATH OVER (2) LAYERS FELT OVER 15/32' COX PLYWOOD SHEATHING DETAIL FOR REQUIRED NAILING PATTERN 2 X 4 STUDS O 16" ON CENTER TINUOUS 2 X 4 BOTTOM PLATE TINUOUS 2 X 4 TOP AND BOTTOM RAIL NECTED TO FLOOR TRUSS MATH (4) 16d S. BOTTOM RAIL TO BE 2 X 4 PRESSURE 3}ATED. C� V[314"'TONGUE AND GROOVE PLYWOOD RMOR, w M AND CLUED WITH 6d NAILS O Ir ON TER IN FIELD AND 6' ON CENTER AT EL EDGES ENGINEERED FLOUR TRUSSES O 24' ON CENTTR MAXIMUM. PROVIDE DRAFT To TO SEPARATE CEILING AREAS NO GREATER PER 2FLORIDA WILDING, E 2305 2 s s DIAPHRAGM AREA FASTEN WITH 5d NAILS AT :A ' ON CENTER FIELD AREA AT r ON CENTER y.1f 1/2' GYPSUM BOARD a SIMP" HETA20 AT EACH FLOOR TRUSS. FILL, " ALL HIKES WITH 1-1/2' X 10d NAILS. TRUSS PARALLEL. TO WALL -STRAP AT EACH TRUSS L VERTICAL (2e ON CENTER MAXIMUM) tit CONTINUOUS GALVANIZED METAL WEIEP SCRM 8 a 8 X 8 X 16 CONCRETE KNOCKOUT BLOCK TOP Coumz F $ TH OONcRM /�UdO (1) #6 BAR N71 O y ONE �SS BUR DDWFi TIED TO #5 BAR DO4a AND '?OP OUURS� REBAR AT EACH 2 ~: REINFORCED CONCRETE FILLED CELL AS a ` LOCATED PER FOUNDATION PLANS U- R-4.1 MINIMUM INSULATION REFER TO ENERGY CALCULATIONS FOR a REQUITED INSULATION, a' 1/2" GYP" BOARD ON 1 X 2 MINIMUM PRESSURE TREATED FURRING O 16" ON • a CENTER r CEMIEN7171OUS COATING OVER 8 X 8 X 16 }.} CONCRETE BLOCK �n WOOD BASE ■ 'se C MINIMUM CONCRETE SLAB (2500 PS) WITH FIBERMESH OR 6 X 6 10/10 WCW1M OVER `■.l• IN VAPOR BARRIER WITH CLEAN COMPACTED TERMITE TREATTD? FILL 4 lx . s ■ e • • ,� +...—�,..-ate q FINAL 2tADE 'r ■ r • i — ONE #6 BAR DOWEL TIED TO FOOTING REBAR .•®' ' AT EACH REINFORCED FILLED CELL. AS LOCATED PER FOUNDATION PLAN. 1�—N■ MINIMUM MONOLITHIC SLAB EDGE FOOTING PER FOUNDATION PLAMM TYPICAL EXT. 2--STORY WALL SECTION SCALE 1/2" - 1•-D' PLYWOOD SHEATHING OVER WOOD TRUSSES CEMENTITIOUS FINISH ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL JOINT STUCCO FINISH ON BLOCK FLASHING DETAIL AT RQQE FLASHING DETAIL AT FLOOR FRAMING FRAMING ON -MASONRY ON MASONRY MICHAEL C. ANDERSON ichae l Digitally sign by Michael n d e rs Anderson Date: MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 n 2021.05.14 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 08:53:19 -04'0 '-r-sn\"- .Lee., PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 1-24-21 LJ w Co 4 V \\�-4 O w O r v \ j Co 0 i • t • • r y •� a • i I' • at • ■ i s SHEET WC ISBN' PANTRY REF LFILLER KIT. AT REF NOTES: 1. TOP OF BATHROOM SHOWER TILE TO CEILING 2. SHOWER HEADS AT 6'-8" A.F.F. PWDR. SOAP DISH ECESS CENTER ON WAL TYP. SOAP DISH RECESS LOCATION- 1242 -- W313124 W24 ° ° W156 42 MICRO 42 ® o Q o 11111111111121210 KIT. AT RNG. Mmuffiffill FILLER WALL MTD. ' T 21111101 BATH 2 a I I LLIsI KIT. AT SINK.ZDW OPEN TO BEYOND FILLER I/IT. AT BAR //,,�_WALL MTD. LT. I z C_ o MIRROR FILLER FILLER LAV LAV o 1 1001 o 01 001 fez" am M. BATH VANITY 3 f 4" MICA TOP ON SHIM SCREWED TO SECURE WOOD - 2x4 STUDS BRACE AT 16" O.C. AS REQ'D. 1/2" DRYWALL ZKITCHEN BASE CABINET BARTOP- DETAIL MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON lichael Digitally signe by Michael n d e rs Anderson Date: n 2021.05.14 08:53:48 -04'0 ' FL LIC. AR0017305 rPaN REVIEW REVISIONS MASTER PLAN REVISION ti- ~ LO Q) r N cz co E__4 0 �_a LO 1.0 r N o W t0 LU ~ J 0) - (0 A d = (0 - Q u- N � ®®�o(0 _I Eil O � N � jr W W i✓ ® cc:< N �..d Z 1.1.. VJ /I—� Wa VJ cli zO m � /ry v'J (L W _j W I - PROJECT NO. 17-015-036 DATE DRAWN 3-22-21 DRAWN BY MCA BERKSHIRE 2177 B LIVING 2177 SOFT GARAGE 367 SOFT LANAI 150 SOFT ENTRY 28 SOFT TOTAL 2744 SOFT CUBIC VOLUME OF CONDITIONED SPACE _ 19,593 CUBIC FEET i SHEET !�I FAN GM0 LOW VM34GC ammIC4 Pow "OLY cm mm AIR COOLED CONDENSING UNIT SLAB MOUNTED I oxi 0 200 CFM 8X8 100 CFM .11 ff 61* J-1 8X8 75 CFM 10x10 10x70 R/A R/A 8X8 6" 100 CFM 9 19" SCALE 1/4" = 1'-0 A.H.U. RETURN GRILLF- 8X8 100 CFM 8X8 100 CFM AC-1 EQUIPMENT SCHEDULE: MFG. CARRIER 3 1/2 TON C.U. CH14NBO420OG A.H.U. FB4CNP048L HEAT 05 KW COOLING CAP. 41,000 HEAT CAP. 38,500 ELECT. 208-230-1 BRKR. CU - 30 AHU - 30 REF. LINES 3/4 & 3/8 S.E.E.R. 14.00 HSPF 8.0 MICHAEL C. ANDERSON M i c h a Digitally signed by e Michael Anderson MICHAEL C. ANDERSON, ARCHITECT OF RECORD ---- late: FL. LIC. AR0017305 A nder 2021.05.14 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 08:54:02 PLANS DESIGNED TO MEET THE REQUIREMENTS OF son -04'00' THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 1-24-21 "71 ce) 4N--q Co LO LO 0j 0') coo) -j CD -j "t x -U) CV) < o X w z C/) 00 LL < C\1 r-1 UJ > C\1 Z; X cg' C\j 0 N 5 Z L-j C� L 00 < a)() Er W q 0 < 0C\j C) 0 Q W W :D tr"- 1-- w rr- fn (0 z Lf) 0 C\1 rl_ 7- ce) Q. w -j w PROJECT NO. 17-015-036 DATE DRAWN 3-22-21 DRAWN BY MCA BERKSHIRE 2177 B LIVING 2177 SOFT GARAGE 367 SOFT LANAI 150 SOFT ENTRY 28 SOFT TOTAL 2744 SOFT CUBIC VOLUME OF CONDITIONED SPACE 19,593 CUBIC FEET SHEET JAM= I 00 M 0 in 00 LO f` 38' of Aron 18' 10" 7' 12211 ------) �(0 €9F-111 FL05 im r a m J18 J38 00 J5B r- f J78 J7B J78 J7B 00 0o J7B 0o J7B m RB J7 J7 J7 J7 J7 J5 J3 J1 Typical Cornerset Specifications Attach End Jacks w/ (4) 0.131" 0 ToeNails @ TC & (3) 0.131" 0 ToeNails @ BC Attach KingJack w/(3) 0.131TC&BC "0 ToeNails @ Typ. Corner Jack Placement— 1' 10-15/16" 2'0" 2'0" 1' 1-1116" 0 Michae Anders on Attach Corner Jacks w/(2) .131 "0 ToeNails @ TC & BC (typ- ) IDigitally signed by Michael Anderson Date: 2021.05.14 08:54:15-04'00' * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER. o (UNLESS NOTED OTHERWISE) c a 0 m * NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER. (UNLESS NOTED OTHERWISE) �' ° " ° ° L] c * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW Q F`- o - a) � r- a) TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING m 0 _' o it E DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL v W Q v STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE az ° °U U � ° i= a) Q. O O N INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR o a) .� ' 0 o a) GRAVITYAND UPLIFT LOADS. .o O C.Q A..O.� w >+ a' 2 N L 0 o C Q O ,r'C„ O Q) U C- FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 o 'S. o � � 2 o 6 AND/OR ENGINEER OF RECORD. n � 03 _ ° C3 -E -a a, �o.6,.rs m m c U o c c FL 0) i CO O a) CO w 'a - i ° .- REPRESENTS THE LEFT SIDE o a o.E ,a OF EACH TRUSS DRAWING z wt Q E C E a)M m� ° a NZ 0, m N C, co) O m Q N U C) E3 W ( NOTE: REFER TO SIMPSON CONNECTOR o w `° CATALOG FOR INSTALLATION DETAILS) 10 - r- O C) a a) �cuo._aia)a)r� A LUS24 H HHUS46 ( - - - _ (6.2 E B LUS26 J THA422 R--- o o v, ��Em� C HUS26 K MUS26 S - - - in U) p HUS28 L, THJA26 T - - - mmo,�a'=D0o � M = ° % 2 z a, �� : 0o — O -2mE ..5 (DU HHUS26-2 --- --- F HHUS28-2 N --- V --_�Q��`�� �oEa)��v�� 8 a ° ° 2 `�.5 G LUS46 P LUS44 X - - - 9 f t c ; t - 0 °w tc.wO HBB HANGER BY BUILDER BBB BEAM BY BUILDER W E = o o L w�N�a-� LSTA12 @TC&BC NOTE: LSTA STRAP v S � INDICATED TO BE USED IN °�° °' co, o a)o Z$ LSTA12 @ TC CONCORDANCE WITH y �' 0 Zb LSTA12 @ BC m CORNERSET DETAIL. o a m o 0 WWm � w 8 �,' LOADING ROOF FLOOR WIND LOAD (D a) ." U N C N z C C' LIVE LOAD 20 40 ASCE 7-16' .fl a ° o 8 a,a) \V 00�p )6v,�a)u, - .y S �.Q) yam-+ ° 4 rya ~ V DEAD LOAD 10 10 160 B r- a ` w 0 'fS ._ C N ,O N � O � � p C) LIVE LOAD 0 0 Residential - CAT 11 a,e �a �° 20 w Q. m> Q DEAD LOAD 7 5 Enclosed 0 o �' o U m a) CL' N c -a 3 y o z a) TOTAL LOAD 37 55 FBC 7th Ed. 2020 Res. 0 o O N i 7� U Ca �'' to C z0 DURATION FACTOR 1.25 1.00 TP1 2014 ,. r- E C '� O O M REV DATE BY REMARKS a)T3 S: N = i; � .O O 0 ® - `aN as-+ o o4C a,.�.- �+. =t d LCc - --/--/---- - N ° > O O C 3�a��o�'i o c c.°m N a,°a o , U C EM - --/--/---- ° ° o °o� aF- w C &`. a,rmoi.'_�5Ea mc�uI-i='5EID W C � `D t6 a) :E O C — C ::E ,F 0N O O 0 a)aa,.1, mEQ t3:-oocn N It is understood that above ❑ APPROVED T� �,5'a) L c o o .5 � w N conditions have been reviewed & o C, o s C (D are acceptable for the fabrication ❑ APPROVED AS NOTED o at trusses, elevations, pitches, a'�- 0 _ a) � � � _ o E overhangs, fascias,ceiling ❑ REVISE AND RESUBMIT v 2,0 or-s -(ODR U, elevations/pitches, bearing N w ° conditions & all detail pertaining ❑ REJECTED ~ 'a °c 0 o o o - — , to this truss placement plan. No �' ` a: ° 0 6 20 c� back charges will be accepted NN _° a) 2 o � � `� C� cu without previous written approval DATE cc p from an A-1 Roof Trusses s E .N o = o representative. p REVIEWED BY ,� S m _ � % .2 =� ° �, .3 0, w o PLAN DATE ARCH: --/--/---- TSTRUCT. --/--/---- w o o ° CUSTOMER RENAR HOMES ° r- ° a > ° ~ 3 NLw >_> i C" C i .`�' Q Mo 0C (2)2Qm`a° oc° oc c=a) o yE a) —�-�-°a Q2 m 30'�u,'-cIIU2�n JOB NAME MODEL: BERKSHIRE 2177 / ELEV. B /GAR L o. o o �- o � O a,T--3 o Z E o c°) � � v c'n—'- � m L -� •L L Qy) = O OPTION(S) COVERED LANAI a) c M �5 'a Y L N (B W LO f6 a a) O N O O L C O 0 -0-6 3 COMMUNITY C a) a) m-� ,` 0 `� - N ' a /LOT# MORNING SIDE LOT 36 t0 _oou mo �mm O V a`) o m 0 9 E o w `5ccyma 2c' —2 CITY FORT PIERCE 8 o s a) o ' iu P Y 3 µ oUNa)o zo O c v c c o COUNTY ST LUCIE _ w ow '-' `� n.°a) o O C N U a, � to C ID ..�. D) -0rc? BLDG. BLDG. o Q. 3 �, `� o TYPE - # - E 0 C 'a CL con vat c c'a o c 13D JOB # 85482 MASTER �, � .__ a. 'o a .�2 CL c� c m `m DRAWN SCALE H w M' o a) `) DATE 4/21 /21 p � � °° > 8 0 AA NTS 2 z� ��N�°�'a) @y (D= ¢2>2 '! 4 (r .L C 05 U O oawa.�* moo AWN St Lucie �... e Q C i. 2445 a)�pa AMOM AVMWMKNWM Co g Wkwom ag Pierce, FL 34946 on aO o O .G http://www.altruss.com Q U A 'U �� o ro L o Tel: 7-�40- 01 b � � �; � ._ � � 0 3 cnasc0 �zyo Fax: 772-409- 0 5 i1) OS U 5 .� _ Wo CL _a 0