Loading...
HomeMy WebLinkAboutRevision; Buidling PlansBEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT SPACING 7Op BOTTOM SPECIES CAP.(Plfl is.(2)led TOENAILS (2)16d TOENAILS SPF No UPLIFT [MARK 16. SP2 W/ (6}1Dd SPi W/ (8}IOdSPF402STUD, (0) IOd PLATE STUD, (4)10d PLATE 1g^ (2) SP2 W/ (6)10d (2) SP1 W/ (8)10d SPF 803 wrl in 6 iAd PLATE STUD 4 10d PLATE BW4 16" (2) led TOENAILS (2) led TOENAILS SYP NO UPLIFT BW5 SP2 W/ (6}101 SPi W/ (6)-10d1a. STUD 8 1Dd RATE STUD 4 10d PLATE SYP 439 BWB (2) SP2 W/ (6)10d SPi W/ (el lod 878 18" STUD B 10d PLATE STUD 4 J.Od PLATE SYP BW7 12" (2) led TOENAILS (2) led TOENAILS SPF NO LIPOFT BW8 SP2 W/ (6}10tl SP1 W/ (6}lOd 12' STUD, (6) SOd PLATE STUD, (4) lOd PLATE SPF 535 BW9 12" STUD, (6)10d PLATE STUD, (4)) iOd PLATE SPF 1070 5W10 12" (2)led TOENAILS (2)led TOENAIIS. SYP 0 -- SP2 W/ (6}10d SP1 W/ (a}ibd 12" - STUD 6 10d PLATE STUD, (4) 10d PLATE SYP 585 (2) SP2 W/ (6) 10tl SP1 W/ I6}iDd BW-1 12" STUD, 8 10d PLATE STUD, 4 SOtl PLATE SYP 1170 BW13 NOT USED --DOUBLE 2x TOP PLATE TOP OF WALL ram./ SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR RAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH --SEE MS03/S1 FOR NO UPUFT CONNECTORS BRG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN F-W SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2 A 6 0 32" O.C. W/ 7 INFO EMBEDMENT OR 1/2 A.T.R.W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7' EMBEDMENT PASTSTEP DOWN. i REQUIRES MIN - 7/16. OSB PLYW'D ALT.: SIMPSON 1/2" TI7EN HD ® 32" O.C.W/ SAME W/BENAILS Oc BNOTE EMEDMEe IN FIELD AND EDGE. SEE ERA BRIG, WALL DETAIL GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL WE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SPS AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF'SW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFO9/S31 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY( 6. IF "SW" IS INDICATED THE WALLIS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSS PLYWOOD W/ ad NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL 15INDICATED WITH THE BW1. OW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUI RE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SPi/SP24ORIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INro THE PLATE TO ACHIEVE THE TABLE LOAD. iOd- 0.148^ DA. x 3^ LONG COLUMN SCHEDULE MARK COLUMN SIZE (SASE) CONN. & FASTENER UPLIFT(LD) Cl (3) 2 x 4 #2 SPF (4) - led TOENAILS O C2 2 x 4 #2 SPF DTT2Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4- X 11/2- 2145 (3) SOS SCREWS (3)2 a4 SYP #1-OR (4)-led TOENAILS 0 DTT2Z W/ 1/2" WEDGE 2145 (4) 2 x 4 SPF #2 ANCHOR* & (8) i/4" X 11/2" SDS SCREWS 5YP 4 x 4 P.T.#2 ABU44 W/ 5/8" AIR** U = 6665 2200 SF7C5 POST & (12)- led NAILS 6x 6PIT. #2 ABU56 W/5/8"ATR** G-120DO CB SYP POST &(12)-IOU NAILS U-2300 8x 8 PIT. #2 ABUBSW/ (2)- 51 ATR** G=24335 C7. SYP POST A,(18)-led NAILS U=2320 3.5 x 3.5 P.L. 1,8E Fb=2400 PSI HDU5-SDI W/ (14) 1/4" x 21/2- SDS We & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** x 5.25 P.L HDU58DS2.5 W/ (14)1/4" x FE3.5 S 1.8E Fbc2400 PSI 21/2- SDS WS & 5/W EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb-2400 PSI HDU&SDS2.5 W/ (20) 1/4' x 2 1/2- SDS WS & 7/8- EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI HDU&SDS2.5 W/ (20)1/4" x 2112- SDS WS & 7/8, EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8-SDS2S W/ (20) 1/4" x C12 1.8E R-2400 PSI 21/2' SDS WS & 7/8^ EPDXY. 7870 LMANIZED IF EXT. ANCHOR OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH LINO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF *2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF87/S9 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2- ATR 6" EMBEDMENT FOR 5/8' ATR 8^ EMBEDMENT FOR 7/8" ATR 5. IF LCJ COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS 0.810 MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON Vs. GUN APPLICATION NAIL Mk -LENGTH NAIL SPACING 8d 0 =" X 2 "h" 0AW X 2 °h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 120 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 314" 0 131" X 31A" NAILS & TOP PLATE 12d CAW X 3 "A" O.J31- X 3 W S' O.C.(COMMON) STUD WALL 8 O.C. GUN NAIL) CORNERS 10d 0.148" X 3" 0.131, X 3 8 O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS led 0.162" X3 *h" C.LU' X 30.A (2)18D(COMMON) ISEE PLAN (3)16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM WE CONNECTIONS (2).2x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE 12) OSB FUTCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING 12) SIMPSON HTS20 TO WOOD POST BROWS OF 12d NAILS B 12" OR (2) SIMPSON NEW 6 TO CMU D.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)- 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSS FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2).. SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON NETA1670 CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OBB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA18 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)- 1 3/4' x 111/4" LVL CONNECTION: PROVIDE (2) 2.DERx=26DOP51. NAILBEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4" x 91/2' SOB WOOD OR (2) SIMPSON HEfA16 TO CMU OR (2) I SCREWS W 16" O.C. TYP COL U.N.O. ON ROOF PLAN. EACH SIDE. (2)-13/4" x d17/8" LVL 2.0E . - 2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (21 1/4" x 31/2" SIDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 0 16' O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2), M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 31/2" SOS WOOD SIMPSON HM20 TO WOOD POST SCREWS Q 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4- BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) _ 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2XB #2 gyp SEE GENERAL HEADER NOTE #5 W/112" FLITCH PLATE THIS SHEET H3 (2) - 2X10 92 SYP SEE GENERAL HEADER NOTE #5 W/ 12" FLITCH PLATE THIS SHEET O(2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1l2' FLITCH PLATE THIS SHEET (3)-1314•X 111/4 ATTACH TOGETHER W/(2)ROWS 1/4"X31/Z H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE (2)-13/4"X91/4 ATTACH TOGETHER Wit (3) ROWS 1/4'X 3112 H6 LVL 2.0E Fb=2600 PSI I SDS WD SCREWS @ 16. O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS REO. AT OPENINGS. OPENING 2x4 WALL 2x6 OR 2XB WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4'.0' - 9'-0" (2) (3) (2) 12) -16•-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE let FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd PLAOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12' o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACTE.O.R.. q O Sg•�" - H BEE 1.60 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B £ x { J� 37'-0" 22'-4" p +27.6 / -29.9 +27.8 / -37.0 © 12,-2" 6._10x 3'-4'1 ) +26.5/-28.8 Div/ O +26.5/-34.4 N TEMP. FIXED © GLS. WINDOW 23 SH CNT . O +24.8 / -27.1 O +24.8 / -31.1 O +24.3 / -27.5 O +23.3 / -26.0 R/S I- - - - - GARDEN TUB *� 4'-4" 1 5'.4" O 7'-6" NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES 4030FlBERGL. SHOWER 2068 WALL LEGEND _ ro m I W.I.C. OWNERS BATH - R/S - FRAMED WALL. gl ;N I 8' CLG 8' CEILING 7g, 7,-4" 8,�„ 6,-8„ 9'-0" 5'-4" - - - - - - - - G.T. - - - - - - - - - - - BEARING FRAME WALL 3 00 Wes_ - _ -_-= I t" 8' CLG;+ - 3 X 3 3 X 3 O F09 i ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING CONC. © CONIC. A I SHEARWAL SRNAILING SCHEDULE S EPLANAND WALL SECT ONS FOR STOOP stoop 2068 STUD SPACING AND GRADE. � q/g (c 5 SH. 0 0; o o N4 R/S N DBL 25 SH DBL 25 SH 2868 2868 2468 MASONRY WALL >� 2X6 WALL _ BW2 . I 2x4 CAPPED WALL ' o ,x�Y LYakHl2,8)�px A AT 42" HIGH A.F.F. C2 1 ,��°•�' "t}#ii;� 'f+,r� DIRECT VENT LAUNDRY �OO� NOOK i 4,-8., 3'-0" 9'•SO" 4'-4" A q'e°' �S 6�•� ,`•al ���i: ^ 8'CEILING I 8'CEILING bo --------- �--- E �;' O 8'� N -- - 1 GENERAL NOTES �' o I [ I'i i , ' 1 I D I HANSON B�IX 1. R302,5.1 Door from garage Into house must be e o I F 0 36" AFF I ',) ; ; minimum 1 3/8" solid wood door, solid or 3 " '• "c,�'' J , honeycomb steel door, or 20 Minute fire rated door. o I r W I 8..4" s'-so" FAMILY ROOM ;OWNER'S SUITE 2. Bathroom exhaust fans must vent to the exterior of LO IT I CATHEDRAL CEILING TRAY CEILING `� cc N © the building, exhaust to attic space and soffits is not ai •L _ J , w m acceptable. Ventilation shall be permitted to exit through �T in Li _ _ J 2868 I o the soffit If solid soffit Is Installed 5'-0" on each side of a>: the venting. a 3. R302.6 The garage shall be separated from the 2 LL N PANTRY, 6'-10" 18'-0" 21-10" residence and it's attic by not less than 1/2-inch " (12.7mm) gypsum board applied to the garage side. wEzo Garage beneath rooms shall be separated from all8'CEILING _____ ___ 0 I 12"RAISED----------------- ----- - - habitable rooms above by not less than ,n BAR W/ 42^ ' eT (15.9mm) type X gypsum board or equivalent. Where � HIGH WALL ; 'r the separation Is a floorcelling assembly, the E r: `'I structure supporting the separation shall also C t " dov protected by not less than 1/2 inch (12.7mm) g -------------------- gypsum board or equivalent. € w gg IS N 2868' , - S. 1. Ln � 00 C4 Ila g G xa m W/ (4) STUDS 4. R312.2.1 Window sills In dwelling units, where the m g a 2868 721nlchesng f(1529 man om) abovele mthe fl Is shed rode Ored more an 8 .{@c s P a g -83 i surface below, the lowest part of the clear opening �' m I2'-0" 9'-4"-,____`_T 5�6"----------"-5'.4"---------'--------6'-0"'----- 6'-4" `: 2'43" 12'-10" of thewlndowshallbeaminimumof24Inches M G j,L n'. ul C6 38 i S01 (610 mm) above the finished floor of the room In g g g 0 8 _ d $0 1'-0" 1'-0" which the window is located. Glazing between the v Z y w a z o q I I S2 y D- k�`c 0: OD floor and 24 inches 1610 mm) shall be fixed or have Y F;' Q p & p '�. ^ ~ I openings through which a 4-InchClameter (102 mm) '6 2,1 � M. d �?' m 8'-0 HT. WA L. KITCHEN I I sphere can of pass. g a m 2 r e d f _ 04, 4 N to g e" 2€ LL 5 � c lit4 5. R308.4.2 All windows within 2'-0" of doors and In e Z < o w I 8' CEILING m y x i 12X12" 12"X12" RD l¢ C J ? tn q . COL. TYP. COL. TYP. I I I Shower or tub areas will be safety tempered glass. 01 V 1' C1 o .i m , - rn � � w YMAV.WSDJa.COM ❑ ❑ ❑ ^ �., y 6. Gelling for exterior entries and covered porches to =' .. . _. 4 . BEPR00M #4 m have 7/16". span rated OSB nailed per zone on O (D r - I cli v 8' C� �I LING - w roof diagram nailing schedule or 5/8" COX. g z D/W I o 4 1X T&G acceptable for substitution. z g 8 ro `R Q: 7. EC: R402.2.4 Access doors from conditioned spaces to 4111- = z m 18'-2" 1'-2" unconditioned spaces (e.g., attics and crawl spaces) ¢ rn I RANGE/ HOOD I shell be weetherstripped and Insulated to a level a S01 O O REF. CATHEDRAL ROOM w _ equivalent to the insulation on the surrounding 3 - DINING RO Surfaces. o Z N S2 , ---------_ o LING N PROVIDE PLATFORM V' ro 2868 ' iN FOR AIR HANDLER - I 8. Laundry Note: (Unless noted otherwise) Provide dryer N �, d ' VERIFY SIZE W/ io vent thru roof max. Igt. 35'-0", washer & dryer units .� '{'� w " - MANUF. (washer unit to be always on left side when facing E .� ra H1. ''" units) hanson box ® 36" off U - w C2 BW2 WH• VERIFY O w g I LOCATION 9. Ceilings for exterior entries and covered porches to be 1 w O : z W/ BUILDER 7/16" OSB on underside of roof trusses span be NOTE: BUILDER TO PROVIDE _ I rn , '' attached to all framing members with 2x blocking 0; �irf� V. E APPLIANCE PROTECTION IF rNl `v N Y provided at perimeter. The OSB shall be attached w/ Scl F r p . 2'-6" nails at 6" O.C. field and 4" O.C. at edges or 7d screw Le REQUIRED BY MUNICIPALITY. _ - " I BATH 2 in '. - �5 _ " - -- - - SEE SHEET 4 f-0R DETAILS - - N 8' CLG - - FnF*a lathes to OSB pe ld rmanufacd'tgurer speciFles. Vinyl eations to be ,T-_4_ m t ^ v ro • ' ' ____ _ - 'm Q NGUCd I`\ PULL DN. STAIRS , " 0 q LOCATE IN HELD ® ; m i 22.1/2" X 54" MIN _ .�+ Z • I I R/SH m -------------- ��„ �� DAMS HOMES Sal i FOYER W in I W. 4 ¢m AT 3 cc 10' CEILING w) 6' CLG ' I ' q N, bD a N I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 1g'-q•• 11'-10" 6'-4" 8'-0" 4'-8" c' 2'-8" I ; 6'�" ; �,°� 3000 GULFBREEZE PARKWAY 2 CAR GARAGE - LIVING ROOM " O VA7r tT GULFBREEZE, FLORIDA 32563 8'CEILING 10' CEILING C - - - io R/3 - - - G.T.m IV t,iO� cDlvlsloN LocArloN: 23o w/(1) 2s66PORT ST. LUCIE 49 12" S.L. 4068 CCESS .L�16" ANS.ABV. IN FlELD 17 Job Information: C2 0'0"i.O.M.4Y 0" MIN _ aP cP ENTRY -- - - -- --- -- -- --- -- -- -&EIEW a /10 cLG. cDo4 CODE COMPLIANCE y ST. L CIE COUNTY 0 Ms DBL 25 SH = TO OF BM. `ry sOCC 6'-3' x T-4" . 4„ ®10'-0 a G.T. oLO HOSE MS12 TRANS. ABV. q .-+ _ z 0) BIBS s2 'v iD'G'TD.M. - - - BEDROOM #2 W 8 ti m a1 BEDROOM #3 ti • y -r Od 8' CEILING 8' CEILING a 16 X 7 OVERHEAD DOOR w 0 4)'a OP o" B -a" $ � 0 J W � duo LL J m Cn . U) q v EGRESS EGRESS 'VI Model Name / Number: ai DBL 25 SH DBL 25SH 3000 2'-0" 2'-0" 9 -6" 2'-B" � 17'-01, 0 -8. AREA CALCULATIONS • Plan Issue Date: 4 Friday, September 18, 2020 20'-0" 11'-8" 5'-4" 22'-4" 1§t FLOOR 3000 S.F. V KA PROJECT NUMBER: 59,4„ TOTAL LIVING (AC) 3000 S.F. 20-4144 CE 4S.F. �Sheet:CLOOR PLAN 1B11 COVERED ENTRY 35 S.F. O SCALE: 1/4" =1'-O" COVERED PATIO (W/STANDARD PATIO) FLOOR PLAN TOTAL AREA UNDER ROOF 3483 S.F. ci LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 3,000 x 3 = 9,000 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 1100 WATTS EACH 1 400 GEN LIGHT'G & RECEPT. +APP. CIR. = 37,750 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 27,750 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100%=10,000 + 40% OF "A" = (.40 x 27,750)=11,100 + 100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 41,100 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 172 0 in USE 2 RED HEADS TO ANCHOR WALL 2' 8" EDGE OF WALL 2X6 WALL (FLOOR TO CEILING) IFM24.11ALTERNATIVE PROTECTION BARRIERI N.T.S. I FOR D.W. w w W w BIBB I I I II I I I I11 1 IJ„L I 220 GFI rif —'h GFI Ll LI GPM I , I , I � n I I I I ti C j I FAN I , I I PREWIRE � 2 I i \ U GFI GFI I I I GFI; I I I \ '-'---------------------------- --------'------- GFI \ _ GIR GFI i k dTI bz GFI I �/ GFI\ \ I GFI; � w \ - ---, O GFI (Fl GFI(�l 220(III (�FI GF FOR HOOD 0 U J /w �z ATTIC ELECTRIC w IF REQ'D BY CODE GFI FOR GARAGE DOOR OPENER 220 V W.H. GFI 42" ________________________________________ , i i I I Y COACH LIGHT Q-JO I CJ I I I I I CM I t I 1 \, 1 \I I ti 220 1 /COACH LIGHT I Lu — COACH LIGHT WP GFI % INSTALL FANS SOX PREWIRE �..1 1-7 INSTALL FAN /BOX PREWIRE 7,,� e ® 11 ATTIELECTRIC IF REQ'D BY CODE INSTALL FAN L J BOX PREWIRE ELECTRICAL PLAN SCALE: 1/4" = V-O" .HOSE BIBB WP GFI ELECTRICAL NOTES" UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39"AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12' AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 61h EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 S. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBGR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034,. STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 1.3. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN W IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBGR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 10096 CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH �J SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING (� CEILING MOUNTED FIXTURE��� TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET a 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT ' 2 DOOR BELL CHIMES (� WP EE WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TV� T.V. CABLE OUTLET LD DISCONNECT SWITCH ' TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING J JUNCTION BOX WATER PROOF O RECESSED LIGHTING THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING (� BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAMEA$UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMN, IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BV POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #BTO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. vyv Jill. - REVIEWED FOR CODE COMPLIANT=' ST. LUCIE COUNT ROCS' I' M p 8 ® N 06 l0 gS�g.e lY N W $Ug�5gC103 U RA ai u li R`8 ffiaD UNm_Z m�rv•' W ®fU tUM �B S WrRLL¢m Jall m d e� � o e NN✓W.FD3EF6.COM F n z o — 0 \) z N W Z. Q ' a VN +/ � U CO (LS c,', Ow i U -nm E w m O u � ,= ~ 8 i U o Q 010m FLORIDA CONTRACTORS LICENSE NO. CRCIS30146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 z M W L o U a "' R N N z (D F- i 0 U N n OJLLJZ:) m 00 o w Jmu)U) VI Model Name / Number: 3000 Plan Issue Date: Friday, September 18, 2020 VI KA PROJECT NUMBER: 20-4144 Sheet: 4 Of: ELECTRICAL PLAN