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Home My WebLink AboutBuilding Plans17=8' 47'-0" 4'-3"" 10'-4" 6`11 "" 6'-2" 5' 0" Irrig. Water re PuSoftnerHB H35 L-1H35 s.h. s.h. + s.h. 2"1 bed 1as L_1 Fixed Glass 13 s.h. Safety L-8 Glass 9 14'-4" 37'-4- 0 0 0 0 E Project Data Scope of Work — — — — — — — — 00 Project Name: Montana Residence New One level CBS Street Address: XXXX Single Famiy residence Master Bdrm. I Hdr. City: XXXX o I IY-0"Ceiling 1q,_0" at8'-0' 1 Closet County: XXXX Buildin;x Data with 12"Coffer d6 O Cing. 10'-0"Ceiling State: Florida- Cons. p 18'-4" I 2'- 8' 1'-10 6'-8" T-0" L_1 ❑ Occupancy Type: Group R Pad t ° H35 g Desl n Loads Construction Type: V F5080h L$� �0 L 2880 s.h. Number of Stories: One V-8- 4'-8" Pkt. 7'-4'" 2'-0" Roof Live Load: 230.0 p.s.f. Project Area: 4221 s.f. L_3 I I ® Knee Space M O Wind Speed: 160 MPH CN Importance Factor: 1.0 Building; Code —1Wind F 10'-0' Cing. �1N Building Category: II 2 Tx 6 122.5 x 36 I A.H.U.L2880 �0 ^ Wind Exposure: C p 2020 Florida Building Code: Residential n AtticLAccess— 1 °0 so Internal Pressure Coefficent:.18 2017 National Electrical Code: NFPA 70 Structure Designed: Enclosed. 0 O O O O Soil bearing capacity: 000 p. Area Tabulation ❑ atHdr. B r 0" Porch — — — _ CC6xU36JtD]T-0,Living: 0 0 Climatic & Geographic Design Criteria 2733 v o Garage: 1000 0 10'-0" Ceiling • • • ❑ ❑ ® Weathering. Negligible Termite Area: Very Heavy Multi Ply LVL Beam 1 from F.F.E. I — — — — — — — — — — --� ----- r— Hdr. 0 I Flame Spread Index &Smoke Developed Index Porch: 426 Supplied & Designed I T&G Wood I I I I I$ I at 10'-0" EGRESS 6080 Dr. with I o Entry: 62 y° by Truss Manufacturer I I Ceiling I I Great Room I I I I Fixed Glass I I Insulation Flame Spread: Not to exceed 25 a d NOTE: T&G Wood Soffit alone the rear I I 12080 I S.G.D. 12'-0"Cing. with Stepped Coffer I I I I I I Hdr. I I at 10'-0" F. 12'-0" Cing. Transom Above I I r10 L-11 Insulation Smoke Developed Index: Not to exceed 450 Wall Finishes: Not greater than 200 Total: 4221 elevation I I Ceiling Finishes: Not greater than 200 Cubic Volume: 28,800 c.f. 12" 13'-11" 2'-9"' I I 6'-8" 3'-4" 8" 20'-8" I 1'L 8" T-0" 1'-8" I $„ 4'-0" 2'-q" o 2'-0"' r 18'-0'" 2'-8" 10'-0"' 2'-8" I I Hdr. I IE. o I I I I - at 10`0 I EI I 1e — — — — — -J Ir_E 14'-0' Cing• 0 Multi Ply LVL Beam Supplied &Designed I ; I I — — — 12_$ — ? --} — from F.F.E. ----- 0 0 i� J by Truss Manufacturer I L — — — — — — — — — v — r--- d - m,u --- --- 5'-2" 12-0" T-0"' 3'-1 3'-5" I u wa° ° L-10 ALL INTERIOR DOORS ��---------------- ------ --- �` ---- o0 ❑ 00 I ❑ �" TO BE SOLID CORE I Frame out the LVL beams to 8"wide I � I j 6080 Pkt. _ _ _ _ _ _ _ _ _ 10'-0' -t- O' � Lnd. L-1 I I � — — — — — � — — I I I S.G.D. Frame Wall b wine cooler 10'-0" b Porch 1 I at341/2"` Tall �, Cing. H35 s.h. N 1 I I ❑ I I 10'-0"Cing. from I F.F.E. 12" I I I Pkt. Nook 1'-11" o 14` 8" 1 8'-6" HB L-13 L-14 I I with Optional Coffer I p 16080 I S.G.D. 1 10'-0' Ceiling — — — — — — 28 190 U P o a O❑❑ ---------------------------- -------------- 0❑❑ ❑ L-7 1 I T&G Wood I Ceiling I o ------- ��®r-- I I I l I dw 18080 Overhead 10080 Overhead Micro. d 1 1 I F I I I rIN O o o P. " n Kitchen do ❑❑ ❑. .❑ ^ 10'-0"Ceiling �° IV o o L-1 Future Range N T-2"' 12" a 14`11"' 0 1 3 3'-11" 18"1 3'-6" 5' ClosOsc er a H35 Outdoor Hood Gas Cooktop I Hdr I Hdr. o 0 Kitchen — above — — — T� cP�po Q.� ., \ with Exhaust at 0 I I „ -0 at T-0"" I I I �..� . s.h. N HB • ❑ '�° ® w N ch Hdr. �� ,.� \ Hood ' 10'-0" L-5 at 8'-0"y Ins Ref. ^ 1Cing. Cing. 2880 ❑ 11111 ❑ 101 ..• 'F--- v Soffit at $'--0 [OVv — --- water line N `c;i R11 Batt Insul. in Adj. Walls 10 0"' 2880 CingNI- Pot — — — — — — — Pocket 5,_2-• 28$0 Filler o a.h. 1 ' Garage 1 22.5 x 54 N (] o N 0 1 Theater r spfrom 2680 Pkt. N 1 Attic Access I with Ladder 10'-0" Ceiling N N F.F.E. 10'-0"Ceiling L. with 12"Coffer °4° L--J2880 Pkt. L-1 N N35 5080 18'-0" -6'" 2' 1" 13'-0" 5' 2" 13'-0" 3'-0" 38,-0" S.h. II 4 curb Bdrm• 3 4 curb Bdrm. 2 Tankless W.H. for Master Bath x `I >e 10'-0"Ceiling oBollard10'-0"Ceilingv) 7mllass 0 Hybrid W.H. L_12 o a o a o 0 0 0 0 o 0 0 0 0 E 0 0 0 0 0 0 0 0 o u o 16'-5" 25 S 25 s.h. I--4' Safetet y Egress Glass 6'-9" 15'-8" 23 s.h. 25 s.h. L-4 L-4 Safety Egress L-4 A.C. HB Glass ® Cond. Unit 5'-3" 13`-7" 12'-9" Conc. Pad 31'-6" U LU O0 O L w rn � Z cM ILL Lo _ N Cfl wJ .N w LU i U I 0- 00 r Q J IL N Q r (n CO Z d U Ri LU 0 U ' JC/) Ln w m 4-) > (� U W M � � C CD . Cr Z U CD Q LLI U) 00 Of M J J O ILL bb LLI LJ U � N Z W O U o � N 0 O +J w R--� C O R-J O 2(v�-013 � CO) D 2 a date revision 5 7 ''1 3/14/21 Updated to / FBCR2020 5/25/21 Flame & Smoke Spread Indexs drawn s.l. checked A. date 9/14/20 scale as noted Floor Plan job number 20013 scale: 1/4" = 1'-0sheet A-1 d 00 37'-4" W V F�OR1 Z M V C7 -� LL is W . N Q a00 U N Or Ell 0 a o F-1 0 0 0 0 © F-1 Co 0 031 LIH 101 F-1 0 .— F — F- 01 I I° 4- 1 I 0 r 10 1 IF-1 o M �i 4" 2500# F-11 1 o Conc. Pad I 28"x 28"x 18„ 2'-l1" 1 Pad Ftng. with 4'-4" 8'_4" 2'-0"" 1 (1) #5 rebar 6"o.c. p L each way 28"x28'"x 18"` I ! � '10N — — 0 --- — — — r- Pad Ftng. with (1) #5 rebar 6"o.c. F-5 10 I each way 1 � a � —ILE "FRI12' M oF-5 CV 1 F-s 1 1 3'-$" -4" c io 1 Slope -4 2 1/4" Recess I I F-1 'v i.4 ( I for S.G.D. 6,-0„ 1 F-5 F-5 4" 3000# FIBERMIX CONC. 4'-0" 2'-0" 2'-0" 18'-0" 2'-8" 10'-0" 2'-8" 12" IT-11" 2'-9" 6'-8" T-4" 8" I OVER .006 VAPOR BARRIER I -4" Slope I ON CLEAN, COMPACTED, *---- TERMITE TREATED FILL BE ❑ 0.00' Assumed F.F.E. —I '❑ F-1 o I 0 — Oo HI 0-- — — r F- 3 ,= 00 Ool 1 28"x 28"x 18" Co — — — F-5 L 2 1 /4" Recess for I F-1 1 =o LO Slope forSlope .1 I S.G.D. 28"x 28"x 18" 0 Garage Dr. Garage Dr. 1 Pad Ftng. wlth (1) #5 rebar 6"o.c. Pad Ftng. with (1) #5 rebar 6"o.c. 110 1 each way each way I 0o a oR a o000 CoOo a F-5I -- __-- --- F 2 _ ---------= r')0. 1 21'-0" 1 3'-10" c M El (] I w Pad Ftng. 1 with rn 20% 20% 18` a I rebar 6"o.c. Z.)( Pad Ftng. with 'co O� each way 1 ❑ O (1) #5 rebar 6"o.c. 'c I -4" each way w F-5 W FV 1 e7 N0 • •.• / Ft2 JF-5 1--r _ _ — — F-$ 00 ❑ o 3 10" 3'-2_3'-9 1 O. ZN ( N N It, i 1 N m R I -a F-1) I ❑ , 1 20'-10" 4'-6" 16'-1" - 5'-2" 13'-10" 40'-10" 8„ 0 28"x 28"x 18" ( 28% 28"x 18"' Pad Ftng. with ih p 1 r Pad Ftng. with (1) #5 rebar 6"o.c. -I each way — — — — I (1) #5 rebar 6'"'o.c. each way I ❑ T. F-4 ' 1 I F16 -4 -4" LS-L---------el+--� z 1 -4" — — — — — — — — — — _ _ — — — —. — — — — — —------- -- 1- — — — — — — — — — — --�+_—� —--00 — — — F-2 — — F-2 0 O F-1 0 0 00 o - o f-1 R 0 R F-1 R o 0 0 0 No Curb R 0 0 0 0 co [E R a o 0 R 0 3'-6" ' T-9" ! T-10" l T-0" Foundation & Footing Plan scaler 1/4 = 1 `-0" 2'-11" 4'-6" 4'-6" T-10" '-5" T-10`" 4'-10- 3'-10" 1'-4`1 T-9- 4- 2500# Conc. Pad 4'-1 " T-4`r 5'-8" 11' N a .M z a F; U w '' o ii _J LO LL, N� Q LLJ i (V UC)Z N Q LU co M T o n - Er J Q tttl ILL W V � Z w a cc U p W 4-J O 0 NCL v VIEWED Mori LVCIE COLS€ Yati revision BOCC drawn 6.1. :. checked T-8" 5'-8" T-6" T-6„ FILE CV— 9/14/20 scale,,. as noted - job number 20043 sheet' A-2 Right Elevation scale: 1/4" = 1'-0" (3) 16d to truss or blocking (2) 2 x 4 Blocking between trusses 2 x 8 top plate 24"o.c. with SP8 with (6) 10d x 1 1 /2" , at each stud (2) 16d nails at each 2 x 4 Simpson H3 Clip Porch Cing. at 24-o.c. along R19 eat each side of plate Insulation (4) 8d to plate and (4)8dto2x4 Cover LVL with one blocking or truss layer of house wrap Three coat stucco finish over paper backed wire lath 1/2"d.w. SECTION (2) 2 x 8 sill plate with SP8 with LVL 1 (6) 10d x 1 1/2"" at each stud SGD Track S.G.D. Header Detail TYPICAL AT NOOK i Left Elevation scale: 1/4" V-0" Top of Window to Soffit Front Elevation scale: 1/4" = 1'-0" U ii 00 O LLJ IX(7) V Z V) C7 LL to Wd w L N Lh N a 00 J O' N Q dj • � H � Qj Z 0. 0 C.)w > J o` w rn N 4/J Optional �/ J a� > M Q C.)� > w L a C) N • Fes.. O T 0T �QLIJ NN�00 L.L CM T —T.O.B. 14'-0„ O T.O.B. Window Head V .. J � J O LL, bb -- — — F.F.E.— � 0.00' w U � z C w O co o U C cn C � O w +, O O REVIEWED .. , E- O CODE C0MPL', , , -E = U ST. LUCIE C 1' ' i Y v aOC a 'date revision FILE COP drawn s.l. checked s.l. ''. date 9/14/20 scale. as noted _— job number:, =13 sheet A-3 4 L11 Rear Elevation scale: 1/4" = V-0 Wind Zones - Walls 3/8- continuous bead of caulk (back bedding) behind buck to prevent liquid passage set flange in continuous bead of caulk across the entire face of buck CBS Min. 1 1/4" embedment w q a at windows and min. 1 1/2" embedment at 2 � 04 0 a': 4 a° d sl. gl. doors 00 oOwE o N d . 0 0 cnA / 1 /2- drywall aOAm 10 M _ _ stucco finish J perimeter caulk J/ 1/4" max. struct. shim Attach p.t. bucks with 8d coil nails at caulk 12"ro.c. attach as per Typ. Alum. window manufacturers jamb or sliding glass product approvals doorjamb NOTE: Method of attachment and Gunable sealants shall comply with waterproofing procedures are the ASTM C 920 Class 25 grade or same at poured concrete sill. greater for proper joint expansion and contraction Coat Bucks with Protecto LWM200 Waterproofing after they have been installed and Chaulked Window & Door Flashing Detail at CBS Wall Includes Buck Attachment Method corner bars at beam (outside only) (2) comer bars at footing (min.) — vert. dowel lapped with. wall reinforcing, all laps 30" (min.) in. grout filled cell - all comer bars to be the same size, number, and spacing as horizontial bars ,in footing, beams, and walls � T Corner Reinforcing Detail 9 s d hnttom cord hracinla 1 t 0,-0„ Bottom Cord Lateral Bracing Lap min. 8- x 16" C.M.U. WITH CELLS FILLED WITH GROUT & (1) #5 VERT. V DOWEL w F N w r P.T. 2 x 6 AT (3) SIDES OF W OPENING, FASTEN TO BLOCK O LLJ AS NOTED. L Z CO DOOR SIDES C7 J 1/2" x 6" REDHEADS WITH MIN. " CM a 2 x 1/B"WASHER 12" FROM ENDS 4) o AND 16"o.c. MAX. LLJ a N I- o DOOR HEAD •� d 00 1/4" x 2 3/4" TAPCONS STAGGERED 4J n 24'o.c. Q J U- n Q Garage Door Buck Detail Z a U W ° J N LU M Alum. window corrosive resistant frame Tapcon concrete 3/8" continuous bead of srews installed as 4) caulk (back bedding) behind specified in window shim to prevent liquid passage manufacturers product approval 1/4" struct. shi Window sill set flange in continuous bead of caulk across the entire face of buck perimeter caulk I— Q stucco finish C)M LO v'r € �HLO N LWM200 precast on Outside face conc. sill r- and Janbs of Openings (Q Q all Sides min. 8 00 Gunable sealants shall comply with CM ASTM C 920 Class 25 grade or ,... greater for properjoint expansion and contraction Typical Precast Conc. Sill Detail Coat Bucks with Protecto LWM200 Waterproofing after they have been installed and Chaulked r Galv. Cap 2" die. Galv V Pipe Ji Set ballard 12" O W from appliance ih LV '}a V NI I Galv. Collar Z �I Lu O (n OI J W i0 (4) 1/4" x 2 1l4" Typical Cone. Foundation CA Tapcons 0 C Bollard Detail CODE CO A--9- ° ; : 90 DEGREE HOOKS OVERLAP 25" MIN. —n ST. LUCIE Ct .:;7� i - m BOC a data revision 3/14/21 Updated to 77777777 FBOR2020 HORIZ..TIE BEAM STEEL SEE WALL SECTION FOR �JI�Mae STEEL, REQUIRMENTS �LL',. drawn POURED CELLS WITH. s.l.. (1) #5 BAR CONTINUOUS. " FROM: BEAM TO FOOTING _ checked, $1 date 9/14/20 scale as noted Job number - 20013 sheet - - Change in Bond Beam Elev. A-4 1uc IT 8" 47' 011 1 2' On1,11 35' 4" Ct) (fl LO '7 P O 0)OD �- e- e- `„ �. e- e- N M Si : LO CD LO CO In U U cn N N U N O o O O o 0 0 0 0 o 0 o O O o O 0 U N U N U N L`O 0 - I On 1 O" ' C 1 011 0 _ 1' 0 5 16' 5/16" N Z Will J1 o b ZCJ3T o co ZCJ3 10' -0" PLATE HT. O 7 1 1 0 21 11 01, 21 011 2' O' 1.01,. 1 011 _ 1 0e 21 0n 1 0" , 011 1 n ' Oe 10" 1. 0" -/1 011 c 777777// ZCJ5T ZCJ5 1' 11 1U 1 11/16" ZEJ7 14' -0" PLATE HT. ZEJ7T OD b ZEJ7 T ZEJ7T F, 21 8" - 11 _ ZERT ZEJ7 0 0 t" ZEJ7 2 x 4 Frame Knee Wall ZEJ777 See Detail W-1 N N % ZEJ N o m fV y p 1V N N N N p N y N N N N 1�Y N N N N N N N N N Indicates Left End Of Truss ZEJ7 N x = 7 x > x > x > == > > x > _ > _ _ > x r > _ >.. x �,� ti On Layout & Engineering Sheets N A Ni N AlA 101811 N DI 0 5/16" zcJ1 10' -0" CLG. HT. 13' -4" CLG. HT. Q Q Q 1 211 LVL1 (4) 1-3/4" x 16" x 26'-0" A1s o _ZCJ3 LVL2 (2) 1-3/4" x 16" x 18' 0" AlO 0 1 11 11/16" o LVL3 (2) 1-3/4" x 16" x 10' -0" 4 a o zEJS " H 11 -0 CLG. HT. 14 -0 CLG. HT. Al 00 Q 0 T ZEJ5 777/777 Al 1 1 1111/1611 �� 12 -8 CLG. HT. M 4 446'= s 0 ZCJ3 12' -0" CLG. HT. FRAMED IN FIELD �y✓j toU Q U Al2 1 0 - 4 Q T U U o N N, N m 0 CO CO m mIII o m Q Q Q _. 011 21 011 011 ZCJ1 r1 I n _ Qo oIII A11 Q P Q w 0 5/16 _ On LVL 1 31'05 16' v co ZCJ1 MV8 . N N 61011ZCJ3TN oN A01 P601N Huszs 41'4" LO MmmmmU N N V` A01 PBOt N N N CHUS26 0" 10" o�`� ,- ZCJSTMV6 MV4 "usze A02 PB01 5/16" o � ZEJ7T =All V2 Uo o c o p 0 0 0 0 0 0 0 0 0 0 Mo 0 o ZCJ1 b s2s o HUS26 A02 PB03 HUS26 U U i..) U U U Ci U f..% U c..i U ci U U p U U U ZERT co ZCJ3 _ 2' 8" = _ 1 " .Huszs A03' O Huszs 21 /n �} 1 On , On _ 1. 011 21.011 1 011 1 0" 2' 0" I On 1 On 21 On 21 0" 1 On 1 0" 1 01 1 011 On 7' On O ZERT ZCJ5 - o Hus A04 Huszs 1111 11/1619 ZEJ7A ZEJ7 > o 0 1' 9 1/4" - Huszs ZEJ7 71=.17iv 2 'v 0 ; > ; > > o 1' 10 3/4" 60 rluszs A06 N g Huszs ZEJ7 iv ZEJ7 It- o 0 ZEJ7T HUS26 A07 - Huszs ZEJ7 N f - O O C C ZEJ7T Huszs A08 Huszs ZEJ7 . o b b °O v ZERT— = Huszs A09G. - - Huszs ZEJ7 rI'll 1116 011 ` 1 011 1 JLZ011 1 1 11 '. 1 011 1 011 1., 011 1 011 21 011 a 1' 11 1..1/1611 ZCJ5T - ZCJ5 1 0 io 0 1n co o ZCJ3T NKNb Ln i� �_ ZCJ3 O_ 1 0n 21 0" 1 0" 21 0-1 21'0" \ 1 0" 1:On 1 1 1 0" 21. 011 21 0" ' 0" 1 011 1 011. 1 011 T Q, ZCJ1 m ZCJ1 I Ir N1' 0 5 16' 0 5/16" 101, of, U U U m LO o y✓' N -12 N N N N N N N N N N N N N N _ N °" 0 o N N rWv TY ICAO 102' 0" Roof Framing Plan V O ix CO L w 'R Z M yV�� C7 � � L_ 0 CO t.D O a 00 n J � N zcu o C W iF > O iE Lp J w et 4-) Q� > uJ LO f— w � CV . .. 0 L 5� N� (a 00 � T U J O LL b uJ 4-' 05 N Z C W O U) 0O 4�-+ W C J CCO G O C ►— O NI Eldi/ E CC3 1LIC LllCIE CfUE& B®CC date revision iLE"POPY chocked s.l. date 9/14/20 scale as noted Jab number, 20013 sheet A-5 Ceramic Tile Shall be installed in accordance with ANSI A108.1, A108.4, A108.5 A108.6, A108.11, Al18.1, A118.3, A136.1, & A137.1. Fiber mat reinforced backer shall be used behind wall applied ceramic tiles in the tub and shower areas and conform to ASTM C1325. Per Durock, cement board exceeds ASTM C1325. Gypsum Note Gypsum board shall conform to ASTM C22, C475, C514, C1002, 01047 C1177, C1178, C1278, C1396, or C1658 and installed per FBC residential code. Per USG, Wallboard conforms to C1396. Gypsum Board & Gypsum Panel Products Gypsum board and gypsum panel products shall be applied at right angles or parallel to framing members. All edges and ends of gypsum board and gypsum panel products shall occur on framing members, except those edges and ends that are perpendicular to the framing members. Interior gypsum board shall not be installed where it is directly exposed to weather or to water. Wall and ceiling gypsum board shall be fastened with screws spaced at 12-o,c. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM 01002 andshall penetrate thewood not less than 5/8- inch (15.9mm) Gypsum board and Gypsum panel products shall be attached to cold formed steel framing less than 0.033- (1mm) thick shall be Type S in accordance with ASTM C1002 or bugle head style in accordance with ASTM C1513 and shall penetrate the steel not less than 3/8" to 0.112- 0mm to 3mm) thick shall be in accordance with ASTM C954 or bugle head style in accordance with ASTM 1513. Screws for attaching gypsum board or gypsum panel products to structural insulated panles shall penetrate the wood structural panle facing not less than 7/16" o.c. (11.1mm). Gypsum board used as the base orbacker for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C1396, C1178, C1278. Use of water resistant gypsum backing board shall be permitted on ceilings. Water resistant gypsum board shall not be installed over a Class 1 or Class 2 vapor retarder in a shower or tub compartment. Out or exposed edges, including those at wall intersections, shall be sealed as recommended by the manufactuer. Water resistant gypsum backing board shall not be used where there will be direct exposure to water, or areas subject to continuous high humidity. Cold Formed Steel Note Cold formed steel framing supporting gypsum board and gypsum panel products shall be not less than 1 1/4" (32mm) wide in the least dimension. Non Load bearing cold formed steel framing shall comply with AISI S220 and ASTM C645, Section 10. Load bearing cold formed steel framing shall comply with AISI S200 and ASTM C955, Section 8. Wood Framing Note Wood framing supporting gypsum board and gypsum panel products shall be not less than 2" (51mm) nominal thickness in th least dimension except that wood furring strips not less than I" by 2" (25mm x 51 mm) nominal dimension shall be permitted to be used over solid backing or framing spaced not more than 24-o.c. (61 Omm) Wire Lath Attachment Over wood framing the paper backed wire lath shall be installed over one layer of approved plastic house wrap. Lath shall be attached horizontal framing members with 1.5" roofing nails and to vertical wood framing members with 6d common nails or 1 roofing nails driven to penetration of not less then 3/4" of an inch, or I" wire staples driven flush with the plaster base. Staples shall have crowns not less than 3/4" and shall engage not less than three strands of lath and penetrate the wood framing members not less than 3/4". The fasteners must penetrate the wood framing members not less than 3/4". Fasteners shall be 7" o.c. max. EXTERIOR SOFFIT NOTE 7/8" Stucco finish over 3/8" high ribbed galy. wire lath fastened to framing members with No. 11 guage nails with 1 3/4" embed. with 3/8- dia. head 6-o.c. max. edges to be tied and nailed at 9' o.c. Install one layer of 15# felt to framing prior to installing ribbed lath INTERIOR WALL FRAMING NOTE Interior non bearing walls to be 2 x 4 studs 24-o.c. Spruce, Pine, Fir (SPF) #3 Grade lumber or better or metal studs (25 Ga.) Crimper may be used in lieu of screws. BUCK ATTACHMENT NOTES AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH TO BLOCK WITH 1/4" DIA. TAPCONS INTO C.B.S. SET AT 6" FROM CORNERS AND AT 12"o.c. MAX. AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS OR "T" NAILS" 4" FROM ENDS AND 12" o.c. USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION THRESHOLD NOTE At egress door (see floor plan) the max. hgth. of the threshold shall be 1/2- EXTERIOR CEILING FRONT ENTRY 1/2- Exterior Gypsum Sheathing fastened to the bottom cord of the pre engineered wood trusses with min. 12 ga. galvanized nails with min. 7/16" dia. head and 1 1/2" long or Type W drywall screws 1 1 /4- long at 4"o.c. along edges and 8"o.c. in field. STRUCTURAL NOTES: DIMENSIONAL FIBERGLASS All reinforcing steel shall be high strength billet steel and shall conform to ASTM A-615 grade 60 specifications. Lap continuous PEEL &STICK UNDERLAYMENT reinforcing 48 bar diameters or 30" in beams and in slabs. Lap OVER 5/8" C.D.X. PLYWOOD bottom steel over supports and top steel at midspan. Hook discontinuous ends of all top bars. Reinforcing steel shall have SEE CONNECTOR a minimum of 1" concrete cover, or as follows: SCHEDULE BOTTOM TOP SIDES PRE ENG. WD. Beams: 1 1/2" 1 1/2" 1 1/2" TRUSSES 24"c.c. Slab on Grade: 1 1/2" 1" _ Structural Poured: 3/4" 3/4" _ Poured Walls: _ _ 3/4"" Slabs exposed to the weather 3/4" 1 "" _ ALUM. DRIP EDGE - Reinforcing steel shall be detailed and fabricated in accordance 2 x 6 P.T. FASCIA with the "Manual of Standard Practice of Detailing Reinforcing Concrete Structures" and the current "ACI Building Code 318" All structural steel shall conform to current ASTM Specification A-36 All wood in contact with masonry shall be pressure treated or approved seperating material. STUCCO SOFFIT, NON VENTED AT AIR COND. All dimensions shall be verified in field by the contractor. If there are AREAS. PROVIDE 8 x 16 any discrepancies the Architect or Engineer shall be notified before SCREEN VENTS AT THE proceeding. NON AIR COND. AREAS Provide one layer of 15# No slump over 5" shall be permitted for any structural concrete without felt between framing and the Architect or Engineer approval, high ribbed wire lath All Design and Construction shall be inaccordance with the current American Concrete Institute (ACI). and the American Institute of Steel Construction (AISC), The Florida Building Code and all applicable PROVIDE "CASTCRETE- local codes. PRECAST LINTELS ABOVE Structural Concrete shall attain a minimum ultimate compressive strength ALL OPENINGS (Fc') in 28 days as follows: Column Footing and Wall Footing: 3000 p.s.i. Column and walls from foundation to roof: see column schedule. All other concrete: 3000 p.s.i. Footing sizes and reinforcing are based on allowable soil bearing capacity of 2000 p.s.i. All footings shall bear in virgin soil. If this is not the case, the Architect or Engineer shall be notified before proceeding with the work. Timber (Heavy Timber Construction) (a) Truss manufacturer shall submit a signed and sealed shop drawings by a registered Engineer. (b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i. (c) Roof members should be secured to the beams or other structural components with hurricane anchors for wind uplift. All wood members shall have a minimum fiber stress in bending of 1200 p.s.i. with 1/360 max. deflection. All bolted connections shall be 1/2- Cadmium plated or better. Lag bolts to be used only in shear connections with minimum 4" threaded penetration past steel plate. Lag bolted conditions shall be drill tapped no larger than the internal thread diameter and shall not be hammer driven. Under Girder Trusses provide equal number of studs as girder plys at frame bearing locations GENERAL REQUIREMENTS All work to be as per the current edition of the Florida Building Code and meet or exceed all applicable local requirements. General contractor is responsible for all labor, materials, utilities, testing, waste removal, storage, securing of site, accomodation, transport/freight, and all other cost related to the completion of this project., unless explicitly identified here. Owner is responsible for all municipal related charges such as impact b h t be TWO COAT STUCCO FINISH GRADE a 12 61 R20 SPRAY FOAM INSUL. 1 x 2 P.T. 1/2- D.W. FIRESTOP (2) COURSE BOND BEAM WITH (1) #5 REBAR FILLED WITH GROUT EACH COURSE 8 x 16 x 8 C.M.U. WITH #5 VERT. DOWEL IN GROUT FILLED CELLS 1 x 2 P.T. FURRING 24"o.c. o i 0 R4.1 FOIL INSUL. OVER FURRING 1/2" GYP. D.W. GENERAL FOUNDATION NOTES Concrete shall be a minimum of 4- thick over clean, compacted, termite treated fill and 6 mil polyethylene vapor barrier. If concrete slab contains 6" x 6- 10/10 WWM provide 1" coverage Concrete shall have at minimum compressive strength of not less than 3,000 p.s.i. All 90% hooks are to be extended 10- minimum beyond the turn. Field bends are to be done cold and the diameter of the bend, measured on the inside of the bar, is not to be less than six bar diameters. Minimum coverage for rebar shall be 3" in footings and 1 1/2' in bond beams. Hooks may be rotated horizonitally if required to achieve minimum coverages. Rebar overlap shall be 48 bar diameters. 30- for #5 rebar The foundation design assumes that the soil has a minimum load carrying capacity of 2000 p.s.f. In the event the soil bearing capacity falls below 2000 p.s.f. This foundation plan may be superceded by Foundation Design Engineer. Satisfactory compaction test of fill does not verify lower soils are adequate. All specifications and dimensions to be verified by contractor. All exterior slabs shall slope a minimum 1 /8" per foot for drainage FORMWORK & SHORING No structural concrete shall be stripped until it has reached at least 80°% of the 28 day design strength. Design, Erection, & Removal of all formwork, shores, & reshores shall meet meet the ACI Standards 347 and 301 Contractor to verify all building setbacks prior to the start of construction. A formboard survey shall be submitted to the building department for approval prior to pouring concrete. SOIL STATEMENT: Foundation has been designed for a soil bearing capacity of 2000 p.s.i. Fill shall be laid in layers of 6". Each layer to be compacted to 95% 1 x 2 P.T. compaction. FIRESTOP If the contractor encounters, while digging the foundation, any discrepancy to suggest the soil may be inadecuate, he must immediately report it to the owner and the Architect or Engineer :: / so as to order a soil boring test. Dowel Rod Repair Note Idetails oting In the event vertical steel has been omitted from the down 4" 3000# FIBERMIX CONC. pour locations, drill 5- into concrete (no closer than 3 3/4- OVER .006 VAPOR BARRIER from edges and 5" from ends of cap walls) Remove dust ON CLEAN, COMPACTED, per manufacturers instructions and use Two part epoxy to TERMITE TREATED FILL anchor the #5 rebar in place. Use either ""Hilti C-100"" or Simpson Epoxy -Tie. Typical Wall Section ) iIdi t f hi fees, and water connection, except ung permees, w s are o included in the construction bid. Attic Vents Calculation General contractor to check all drawings for errors and ommissions and GARAGE, PORCH, and ENTRY AREAS bring them to the attention of the architect prior to starting any work, or ordering any materials of the respective division of work. If such errors Attic Area: 1488 s.f. / 150 = 9.9 s.f. required. and ommissions are not reported in writingto the architect, any resulting damages or costs shall be born entirely by the general contractor. soffit area = 193.5 IS. x 1.5 = 290.2 s.f. Architect is not responsible for the contractors method or means of Venting Provided: construction. General contractor is to keep the site in a clean and safe state through 8 x 16 soffit vent: 85 sq. in. each vent out the course of construction. On building turnover, general contractor to 18 Vents along overhang = 1,530 sq. in. clean all surfaces so as to be free of dust, grease, stains, scuffs, etc. 1,530 sq. in. / 144 = 10.6 s.f. Unless otherwise noted, the installation of specified hardware shall conform to the manufacturers instructions and standard practice. Total Ventilation Provided: 10.6 sq.ft. All plans and drawings are not considered complete until they have been reviewed and approved by the St. Lucie County Building Department and the building permit has been issued. GENERAL ROOFING NOTES SHEATHING NAILING NOTES Roofin wood t Nailing Pattern Nailing Schedule Zone 1: 8d at 6-o.c. field & 4-o.c. edges ROOF & FLOOR DIAGRAM Zone 2E & 2R: 8d at 4-o.c. edges & field Use sheathing with #8 gun nails at 6"o.c. Zone 3: 8d at 4"o.c. edges & field at supported panel edges and #8 gun nails at 6" o.c. at intermediate supports. Pneumatic Nails ROOF SHEATHING TO GABLE END FRAME Pneumatic or mechanicaly driven nails will be accepted under the following conditions: Use #8 gun nails at 4"o.c. Min. nails size 8d or larger ring shank with EXTERIOR SHEATHING Min. shank diameter:.113 Min. Length: 2' Use #8 gun nails at 4""o.c. at panel edges Min. Head Diameter:.280 Full Round and #8 gun nails at 4"o.c. at panel top and Min. Ring Diameter .012 over shank dia. bottom and 6"o.c. in field Min. 16 to 20 Rings per Inch Note Gun nails shall be permitted as an acceptable fastener from any manufacturer Wood screws meeting the same size requirement may be used in lieu of nails without comment g to be composed of and attached to pre manufactured russes as follows: ierlayment (min. ASTM 0 226 Type II) with 4" min. side and s, fasten with coorosion resistant annular ring shank nails ;, in laps and in staggered rows spaced 12-o.c. in field. )itch is < 4/12 install (2) layers 15# felt. )itch is 4/12 or greater, install (1) layer 30# felt. d.x. sheathing or equal installed with staggered joints & GI clips, o trusses with 8d corrosion resistant annular ring shank nails max. 6-o.c. throughout, except max. 4-o.c. at gable ends. trusses are to be pre -manufactured assemblies provided by ;ed wood truss fabricator with separate drawings and data d for actual project conditions by a Florida registered ional engineer certified for truss design. Any deviation from posed plans as shown regarding placement or bearing shall fight to the attention of the truss engineer prior to fabrication .russes. The truss manufacturer's certified layout shall govern brication. idling, erection, and fixing of wood trusses shall be in snce with the specifications contained on the certified mfgr's. ;s and data. neared headers and truss hangers to be provided by the ianufacturer. g or cracking of structural components due to installation of re is not permitted. otherwise noted, the installation of specified hardware shall n to the truss manufacturers installation instructions and A practice. 10-0-$ -- 0.00,4 F.F.E. engineered sea 24"o.c. 1/2- gyp. sealant under sill plate -� see footing details 1/2- drywall (1) 2 x 4 plate 1/2" gyp. d.w. R11 batt insulation Garage 2 x 4 blocking at mid point of wall 2 x 4 studs 16"o.c. r 2 x 4 p.t. plate wood base \_8d cased hard nails 12' o.c, max. Adj. Wall at Garage F-1 F-4 Recess 4- at Shower 18-x 16-mono. footing with (2) #5 rebar cont. 8- _ 4"" 4" 4" . 16" 8" 16", 18" 18" TYP. SHOWER MONO. EDGE FOOTING RECESS F-2 F-5 18- x 16- mono. footing with (2) #5 rebar cont. and curb 8 16" 18", CURB FOOTING AT GARAGE Bottom Cord of Truss 2 x 4 top plate `1/2- gyp. d.w. 2 x 4 studs 24"O.c. No. 3 Stud Grade 2 x 4 p.t. sill plate wood base _Cased Hard Coil Nails 12"o.c, max. 0.00, �—F.F.E. Concrete Foundation Interior Wall Section PRE CAST CONC. LINT FILLED WITH CONC. & (1) #5 REBAR 8- x 16" CONC. BLOCK EXTERIOR WALL BEYO SEE FLOOR PLAN FOR VERT. STEEL REQ'MNT RECESSED LI AT DOOR NON LOAD BEARING 8", P. EAM BOND TRUSS BEARING ta'-o" •I EL I (1) #3 VERTICAL REBAR 24-o.c TIED TO HORIZ. STEEL ND I S. 10 NTEL a' • 00 TOP OF DOOR DOOR OPENING 18' x 18- mono. footing with (2) #5 rebar cont. 4" 4- 4 14" 18" STEP FOOTING F-3 8" x 8- mono. footing with (1) #5 rebar cont 4"" 4" 4"" 4- 8 THICKENED EDGE TRANSOM BEANS DETAIL -4- 8._0„ U O co M y' e� w Z M V U W bb LU W 0 i � C.0 �N a)a N co co Q if N h .� Z W a- 0 ; O J o (D W > ''4^-J VJ F_ > Q (� U WLO rn ~ o (U 13L *— N o Z r 00 U N v _ �a co C'9 T U J O W bb u.1 U N Z C w o O U M N 0 4-J w 0 i 2 +J O o V) CU .. .G. s.i checked A. date 9/14/20 scale as noted job number 20013 sheet A-6 2" v.t.r. 2" v.tr. 2 - SINK SINK 2 2„ v.t.r. J LAV 2" Auto Vent 2" Shwr. SINK LAv' W.C. 2„ 2„ 2„ 3" 2„ Shwr. 2" v.t.r. 3" W.C. 3„ 2 SINK WASHER Z t1/ ' 2" v.tr. LAV - LAV 2„ 2„ �J SHWR. /3„ TUB II 2" vtr. PLUMBING NOTES: Plumber to consult with contractor and equipment ordered for rough in dimensions. Master Bdrm. Vedfy all dimensions with the floor plan. The floor plan dimensions dictates all other dimensions on other sheets. 10'-0"Ceiling I with 12-Coffer Do'not scale drawings, if any conflicts arise, contact the Ardhitect or Engineer for clarification prior to construction. Applied Loads All'sanitary lines 2" or less shall have a slope of 1/4" per ! Uplift: 2786# I Gravity: 3272# f foot minimum. HGUM7.25-SDS x 12" (Left Flange Concealed) All sanitary lines above 2" shall have a slope of 1/8" per Hanger with (8) 5/8"x 5" Titan HD to C.B.S. and foot minimum. 1 (24) 1/4"x 2 1/2"SDS ' screws to beam Provide Anti -Scalding Valve in all showers. Allowable Loads - Lowest living area floor elevation (refered as 0.00 to be Uplift: 3150# Gravity: 7555# set by a professional land surveyor to the required building, department elevation, but not less than 18" above the crown of the road. I I I■I Porch LVL1 (4)`1-3/411 x 16" x 26'-011 i i 10'-0"',Ceiling n LVL2 (2) 1-3/4 x n n 16. x 18 -0 1 11 I from F,F.E. LVL3 (2 1-3/411 x ) 16" x 10' -0" to Field measure and out I I'I Connector Schedule Truss Bearing Truss Connector Gnty. Connector Fasteners Point'. Uplift [D Uplift - (1) 5/8"ATR drilled & epoxy 20 4078 MGT 2 7930 into bond beam with 12 min. embed. an 10d to truss A78G .(22) each 2 Ply (1) 5/8"ATR drilled$ epoxy 10 3835 MGT 1 3965 intobond beam with 12"min. embed. and (22)10d to truss (1) 5/8"ATR drilled & epoxy 18 5822 MGT 2 7930 into bond beam with 12 min. d. (22) 10d to truss B01G each strand ap. 2 Ply (2) 3/4"ATR drilled & epoxy 8 5211 HGT-2 1 10980 into bond beam with 12"min. embed. and (16) 10d to truss 11 214 HETA20 1 1810 (9) 10d x 1 1/2" (1) 5/8"ATR. drilled & epoxy B08G 19 3254 MGT 1 3965 into bond beam with 12-min. 1 Ply embed. and (22) 10d to truss 2 567 HETA20 1 1810 (9) 10d x 1 1/2" 1 5108 002G (2) 3/4"ATR drilled & epoxy HGT-2 1 10980 into bond beam with 12"min. 2 Ply embed. and (16) 10d to truss 7 4034. All other trusses ALL <1000 MTS18 1 1000# 04) 10d x 1 1/2" to Frame All other trusses ALL <1810 HETA20 1 1810# (9) 10d x 1 1/2" to CBS Supporting (4) 10d Valley Framing <250# VTCR 1 370# Valley (3) 10d x 1 1/2- Trusses Truss Connector Notes: Do not substitute connectors V Do not sheath trusses before all straps are in place Attach valley trusses and piggy back trusses, if present, Q. to main trusses per truss manufacturer drawing. N Truss to truss connection by truss company, installed Q W oo oo � per manufacturers specs. Z . CO) '1.. Lateral forces perpendicular and parallel to wall has been v WLL : In considered (less than 300 p.l.f.) N W Contractor to approve temporary bracing to prevent toppling - W ai at of trusses, see H1B-9. a 00 Other specs, if different from above, have priority. Q J Li N A.T.R. = All Treaded Rod -- Q v Drill and Epoxy Set all A.T.R. Z a o Use either ""Hilti" C-100 or Simpson Epoxy Tie Epoxy W j O Missed Tie Down Strap Note w In the event the Tie Down Strap has been omitted from the Layout location, install one HTSM20 strap at the proper location. Fasten with (4) 1/4" x 2 1/4" Hex Head Titen screw to C.B.S. and (10) 10d to truss. MAXIMUM UPLIFT 1175 lbs. to size as required J j■j Truss Bearing Point Locations are numbered per the Truss Profile J1 Sheets Provided by the Truss Manufacturer. (� Applied Loads 1 1 Cast Crete Lintel Schedule Uplift: 1051# I I All Reber to be #5 Grade 60 min. Gravity: 1189# IProvide Beam Hangers l0 I MBHA3.56/16 by Truss Mfgr. I Hanger with (1) 3/4" See Profile Sheets III A.T.R. Drilled &Epoxy to C.B.S. with 7"min. VL2 i i LVL3 embedment & (18) tOd to beam _ _L WTWf_ __ _ _ ■■ ■ _ ■ ■ ■ Allowable Loads Uplift:°3775# Gravity: 6050# 1 - - - - - - - - - Applied Loads I ■ Uplift 1971# Porch Gravity:2052# I 10'-0"Cing. from I Nook N Top of C.B.S at 8'-&'a.ff. 1 I F.F.E.with 12" I for LVL bearing. Provide (1) Optional Coffer ■ 10'-0"Celling layer of #felt between beam I and C.B.S. (2) HETA20 on (1) side 2,; I I of LVL with (8) 16d per strap W.O. I I I ■ Uplift: 3620# Precast Lintel 4" and Bond Beam j I I SEE DETAIL 0.0. 4" Plumbing contractor to provide a Applied Loads I _ _ water hammer &shut off,,.valve a �- - - - - - - - Uplift: 2994# MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS. L-1 3'-8" 8974 327 4853 153 8F24-1B/1T L-2 3'-0" 8974 557 5591 209 8F24-1B/1T L-3 6'-8" 7915 149 2758 88 8RF22-1B/1T L-4 4'-6" 8672 217 4292 288 8F24-1B/lT L-5 3'-10" 8060 726 4409 568 8RF22-1B/1T L-6 14'-0- 1697 991 1434 710 8F24-1B/2T L-7 12'-4" 1075 169 606 119 81F16-1 BA T L-8 6'-4' 3480 583 1880 154 81716-1BAT L-9 T-8" 6390 834 2494 543 8F44-18/1T L-10 T-4" 10127 214 4924 248 8F64-1B/1T L-11 9'-0" 6390 153 2494 169 8F44-1B/1T L-12 4'-8" 7917 827 4594 331 8RF28-1B/1T L-13 19'-4" 1515 682 1057 273 8F28-1B/2T L-14 1 V-4" 1 3127 476 1510 319 8F28-1B/1T �:V n •i. et CV LL = O Z O0 U Q LU_ Cn M M 1..1.. T F v� s each fixture Gravity: 3516# Min. Beam depths shown, beams may be increased without comment to sewer system Insulate all hot water lines Top of C.B.S at 8'-8"a.ff. At Lintels over 24" deep provide (1) #3 vertical rebar for LVL bearing. Provide (1) layer of 15# felt between beam at 24"o.c. along length of lintel Plumbing Riser Diagram and C.B.S. m aamxy "r p5.eb" Provide (2) HETA20 on (n side ma Safe Load Table Notes Installation Notes of LVL with (8) 16d per strap -� a r 1. All values based on minimum 4" nominal bearing. 1. Installation of U lintels must comply with architectural .I \ Uplift: 3620# cm I Exception: Safe loads for unfilled U lintels must and/or structural drawings. T y Ji 1 heater \ SEE DETAIL n be reduced by 20% If bearing length 1s less than r _ 8 F 16-1 B/ 1 T 6 1/2-. 2. U lintels can be field cut to the required length. O - 10'-0"Ceiling LL � See Connector with 12"Coffer 1 Hanger Notes: °�da ed 2. N.R. =Not Rated 3. Cast in place concrete may be provided in composite Pre Engineered Schedule Trusses 24 o.c. �/ 5/8' 0b .rrtbM . i eo eras U lintel lieu of concrete masonry units. �,,,, ,,, M19w .m.r0� 3. Safe loads are superimposed allowable loads. U.1 .� . 4The exterior surface of U lintels installed in exterior f2) 2 x 4 Top Plate � e na.m.� LVL to LVL connection by truss company, installed 4. One #7 rebar may be substituted for two #5 concrete masonry walls shall have a coating of stucco V with SP4 at each stud to per manufacturers s eC s. rebar in 8 inch U lintels only. applied in accordance with ASTM 0-926 or other Z � with (s) toe x 11/r � � p a Lintel .Type Designation pp' 5. All safe loads in units coating. s of pounds per tinier foot. W q co A.T.R. All Treaded Rod (Grade A307 or better) 5. Concrete masonry units used in composite U lintel shall (� See Typigal Wall I 6. All safe loads are based on simply supported span. be laid in'a running bond. Section for Roofing � Drill and Epoxy Set all A.T.R. Composite U Linter Materials and Eave Specs. L- - - - - - - - - - - - 7. Safe load ratings based on rational design analysis 6. Shore composite lintels as required. (� 0 4J per ACI 318 and ACI 530. 1.ISe Simpson Strong Tie ET Epoxy -Tie ` adhesive 1. Grout per ate as d 8 t fg=inch psi with maximum 3/8 •+• p g7. U lintels are manufactured with a' 5 1/2" long notch` at W a..7 T.O.B. inch aggregate and 8 to 11 inch slump. both ends to accomodate vertical cell reinforcing and V 14''0" - Provide moisture barrier between beam and Wall 2. Rebar per ASTM A615 Grade 60 grout. ,. i 3. Concrete masonry units (CMU) per ASTM 090 with 44 Q- minimum net area compressive strength = 1900 psi REVIEWEDFOR O �.,. LVL Beam Location & Attachment Plan 4.MortarperASTMC270TypeMorS C�� (^ ��., 0 2 x 4 Studs scale: 1/4' = l'-0" 16-o.c. 5/8"c.d.x. plywood fasten to studs as (2) HETA20 on (1) side per Nailing Schedule of LVL with (8) 16d per C.B.S. Exterior strap. Uplift: 3620# Wall -,..Cover plywood wth one layer of house wrap Three coat stucco finish 10'-0' - T.O.B. over paper baFked wire lath LVL 1 v & LVL 3 5/8"plyw d Beam Brng. 8^�8- - - C.B.S. Exterior roof de Wall 2 x 4sill pl with 2 x 4 p.t coat. fastened to' SPH4 ate h truss CBS with 8d cased hard with (10) 1 x 1 1/2" nails 8"o.c. Fasten pla to each blocking. with (2) 10 nails 8„ 2 x 4 blocking 16"o.c. Roof Truss Al 4-min. Aline with truss top cord Fasten with (2) 16d thru truss LVL Beam Brng. Detail 1 Detail • scale: 3/4" = 1'-(j„ ST. LUCIE PRODUCT APPROVAL O Approval Product Model Number Manufacturer Glass Attachment Method Building Rated Product Rated Number Type Design Pressures Design Pressures Head: 3" max. from corners & 19"o.c. Jambs: 3" max. from corners & 10"o.c. FL# 17499.6 Windows 185'SH MI Windows Impact Use 3/16" Tapoon with 1 1/4" embedment +40.5 -43.9 +/- 60.0 into concrete FL# 5891.5 Swing Doors Fiberglass Therma - Tru N.A. 6" from corners & 14"o.c. at jambs. #10 wood screws with 1 1/2" embed. into wood +38.7 -42.1 +/- 67.0 FL#: 15037.3 Swing Doors Fiberglass Therma - Tru N.A. 6" from corners & 14.5"o.c. at jambs. #10 wood screws with 1 1/2' embed. into wood +36.2 -39.7 +/- 50,0 FL#: 251.4 Sliding Glass Dr. Series 770 PGT Industries Impact Use 1 /4'"Tapcon with 1 3/4-embedment at Head, Sill, Jamb .and P Hook: 4"o.c. & 1 "edge distance per NOA. +38.7 -42.1 +/- 60,0 FL#: 15371.2 Garage Doors - Hurricane Master 824/811 DAB Door Company N.A. Flag Bracket Angle (3) total 5/1 r x 1 5/8" lag screws. (7) total Bracket T-0" height (1) 5/16" x 1 5/8'" lag straws per bracket +20.4 -22.7 +36.0 -44.0 Head: 3" max. from corners at Jambs and FL#: 15349.5 Fixed Glass 185' PW MI Windows Impact 3'` max. from comers & 8"o.c, +38.7 -42.1 +50.0 -63.0 Use 3/16" Tapcon with 1 1/4" embedment into concrete Approval' Product Model Number Manufacturer Attachment Method Building Rated Product Rated Number Design Pressures Design Pressures FL#: 10124-R8 Roofing 3 Tab Shingles GAF (6) 1 1/4- long roofing nails per shingle min. - - FL:9777.7 Underlayment Weatherlock Specialty Owens Corning Direct attachment to plywood deck -45.0 -142.5 C®I. NT U C v a date revision 3/14/21 Updated to FBCR2020 FI ea. checked - e.[. data 9/14/20 scale'. as noted job number - 20013 sheet A-7 Porch II Wp ® Range gh ® a Hood a above Theater -- Ref. I C� '�o _ L ----------- � Electrical Plan scale: 1 /4- = 1'-0- 300 Amp Meter Panel with Main Disc. „A„ 2"PVC cond. 200A Panel O 200A = A (2) 2/0 CU. B- (I) #1 CU. 42 24 100A = B (1) #6 CU. Circuits Circuit 1 "'PVC cond. (2) #4 CU. 100 A (1) #6 CU. Panel (1) #8 CU. with Main Disc. J ::T- 2""galy. cond. to F.P.L. Service Electrical Riser Diagram U.F.F.E.R.i\\\\-Ground Rod Well brig. Nr Pump Smoke detectors wired to 120V Bathroom lights Non Switchable, Non GFI Wp We gfi gfi gh Disc. Electrical contractor to verify all equipment loads prior to start of construction. Electrical contractor to recalculate electrical schedule if loads are to be modified gfi gfi — — — — — — — — — a \ - Electrical Notes F Closet I I 1. All loads to be checked by a Florida Licensed Electrician Master Bdrm. Fan & Light vp 3. Calculations and panels below are for sizing conduit and overall O 2. All work to meet the National Electrical Code I Fan & Light I \\` I building load requirements only 4. All conductors to be copper; all insulation to be THHN. Conduit as Knee follows: PVC below ground, Rigid from underground to service box Space for exterior lights on building; AC, MC, or EMT conduit elsewhere. 5. Ensure min. 36" clear between equipment and disconnects, Typical. g I L----------- � I ® pc in attic Wp ® ____ gfi Porch F---------------� 0 — — — — — — — — — — — — I ----- ----- o ;P Great Room 10' 4 "" 1 4 Plex _ Floor Recept. , .Q !I — — — — — -- -�-�~ sw L — — — — --------J = 9W — — — — D— — — — — — ` gfi wine ^ cooler 1 �`S'----- \ gfi = m 7--1 r-;n gfi v. = gd v, Micro. 1 19 I d I d" I P. Fan & Light I 1 Nook , - , I 1 aW I Gas Cooktop with Exhaust I I Hood wau _ ------------ Ovens ___ Ref. gfi gfi gh 0 1� 1 I I I I II I I MIN Fan & Light Bdrm. 2 Tankless W.H. for Master Bath O D Hybrid W.H. --, Garage I I I I I I T pc in I I atl.ic I I L__J ELECTRICAL LEDGEND lO RECESSED LIGHT WITH LENS ® EXTERIOR & WET LOCATIONS {;} SURFACE MOUNTED LIGHT FIXTURE TTI-- ) SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE UNDER CABINET FLUORESCENT FIXTURE ORECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN CEILING FAN WITH LIGHT OPTION COMBO. ® CARBON MONOXIDE O SMOKE DETECTOR EXHAUST FAN OUTLET O MOTION SENSOR THERMOSTAT ON SWITCH $ DUPLEX OUTLET - SWITCHED ® DOOR CHIMES DUPLEX OUTLET $® SMOKE DETECTOR 220 V OUTLET Y/} SWITCH TELEVISION ym THREE WAY SWITCH Q TELEPHONE sw YJ}p DIMMER SWITCH Q PUSH BUTTON NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46— A.F.F. ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI MUST BE AFCL TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS OWNER TO CORRDINATE LOCATIONS OF TELEPHONES AND TELEVISIONS IN FIELD WITH CONTRACTOR Electrical Load Calculations 2733 Living S.F. at 3 VA 8199 watts One 20 Amp Appliance Ckts. 1500 watts Two Laundry Cir. @ 1500 watts 3000 watts One Dishwasher & One Disposal @ 1500 watts each 3000 watts One Microwave C 2000 watts 2000 watts Two Wall Ovens 12000 watts One Ref. @ 1500 watts 1500 watts Three Baths @ 1500 watts each 4500 watts Two Exhaust Hoods 1500 watts Two Water Heaters 23000 watts Wine Cooler 1200 watts Under Counter Ref. 1200 watts (2) Well Pumps 4400 watts Total 66,999 watts First 10 KVA at 1001% 10,000 watts Remainder at 40% 22,800 watts Electric Panels FPL Meter Total 32,800 watts Two AC Heat at 100°% 20,000 watts Total 52,800 watts 52,800 W / 240 V = 220,0 Amps Use 300A Service 1� U Q Do O L W W � '! z M v 0 J W Lo W _ LU c9 .N W i W a 00 � Q J LPL N Q N I� VJ _ z a LU _o 0 U_ ' J o W a) T W ~ > (� U rl- W Eii N ~ 2 O � T r DI U O 14 _ 3 � LU V) v 0 M T U � J O L1 .„�M1n W U � z W O o U Cn 0 � O � w 0 +-I N O C: O � U date revision 5/25/21 Updated W.H. Electric Load drawn s.i. F%f-Aw4mPy 5. date 9/14/20 scale as noted job number 20013 sheet A-8 17'-8" 47'-0" 10'-4- 6'-11 "" 6'-2" 5-0 13 s.h. H35 H35 H33 60"x 12" Safety c h s.h- s.h. Fixed Glass Glass , 14'-4" 37'-4" Project Data Scope of Work I _ _ — ____ as o Project Name: Montana Residence Street Address: XXXX New One level CBS Single Family residence Master Bdrm. I !_—®i. 1 city: xxxx 10'-0 Ceiling 10'-0„ Closet °' County: XXXX Building Data CD with 12"Coffer Cing. 10'-O"Ceiling State: Florida r Occupancy Type: Group R 2'- "r�s-\11-10 6'-8""�-C H35 Design Loads Construction Type: V r U10 s.h. Number of Stories: One 7noh I 1'-8" 4'-8" T-4" 2'-0" Roof Live Load: 230.0 p.s.f. Project Area: 4221 s.f. I p ( Wind Speed: 160 MPH 1 N Wind Importance Factor: 1.0 Building Code II Building Category: II U 10'-0" �0_0. �� Wind Exposure: C 2017 Florida Building Code: Residential n �Z(�j�� Cing. cc Internal Pressure Coefficent:.18 Structure Designed: Enclosed 2014 National Electrical Code: NFPA 70 ;, N r Soil bearing capacity: 2000 p.s.f. Area Tabulation fur PorchCD — — --- --�' 2'-Q" Living: 2733 I 10'-0"" Ceiling ®�l0 ® cl Gara e: 1000 g M CD from F.F.E. I — — — — -- cor ____PEG Porch: 426 NOTE: T&G Wood Soffit I � TCG Woodling I I � � � I �8 }- I B ESS 6080 Dr. with I Fixed Glass I o Entry: 62 alone the rear I I I Great Room I I I ( !® L Transom Above M elevation I I! i Total: 4221 CID I I 12080 S.G.D. I I 12'-0"'Cing. with Stepped Coffer `11 I I I I 1 1 12'-0" kk Cing. i� Cubic Volume: XXXX c.f. 12'" 13'-11 "" 2'-9" I 6'-8"' T-4"" 8"' 20'-8" II i 1'L8"" I T-0" 1'-8"" 8"' 4'-0"" 2'—Q" o T-0" i 18'-0'" 2'-8" 10'-0"" 2'-8"" CIDI I I I `' I E. I M 13 4— _ _ 1-------- J I 14'-0'" Cing. — — — — — — — — from F.F.E. o i — — — — 9-0 3--6„ 31-0„ I u N---------------- ----`_ -- 6080Pkt. -- ------- —� 1 WI I N 1 S.G.D. 10'-0- Ln d. ----- I TI P. 10 H35 CIng S.h.Porch I 10'-O-cing_ from 1 I F.F.E. with 12'" I ' 1 6080 Pkt Nook �� I ®�® 13'" 1'-7"" 8" 0 8'-6"" I Optional Coffer I S.G.D. 10'-0"CeilingU __ 1 P Ir j I T&G Wood o -----_--------- —� t��r _ 18080 Overhead 10080 Overhead 1 ( Ceiling I Micro. 1 R 1 d 1 ( M F N P. °i O m I\en "A N 1 I 1I1 I ilingItCh I8„110'-0 I 0_1 Future T-2" 12 15-e 3- 5'Range jI Cc Hood Outdoor aootop o H35L above — 8 r d� Y it wCaunt I s.h. �® ■ ! N e }\�\ M Hood Ref. 10'-0„ Cing. ^ 10'-0" Cing. to I N o --------- Ov II Q O ns 1 -1 t al R11 BattInsul. ,� �J 10'-0'" . GlnCo in Adj. Walls r------- — - 1D ;I Garage N cV C I Theater � 1�� N /V. /V7 BI `� tr, 10'-0" C eilin g from F.F.E. N N 10'-0"Ceiling withqLe I I T � - 18'-0" I 1'-6"' ( „ 2' 1'" 13'-0''�� I G. 5' 2' 13'- "' 3'-0" 38'-0'" s.h Bdrm. 3 Bdrm. kless fanMasterVBath 16 L-- _ _ ----JJ m > 10'-0"Ceiling 10'-0"Ceiling o Cn I I O Hybrid W.H. W W W 23 s.h. Safety Glass Floor Plan scale: 1/4 11 = 1'_01" 15'-8"" 25 s.h. Egress 23 s.h. Safety Glass 13'-7" 25 s.h. Egress It- 12'-9" 31'-6" (3 C Q U) O Lu 04 00 M � w d. z M 0 J IL Lo bo _ 6 0 4- CID .� w 0 Co � p. Co r ® J ILL N a Z W U CIO w a) o 0 o � �rn W � et' 4-e U) W, M J o LL bb C: W E U � Z C: W O U (a C Cn O � W i CC G U) ll— O U) U :D Z U � drawn a.[. checked s.1. date 6/13/19 s le P as no ad ! a job number 13080 sheet A-1