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HomeMy WebLinkAboutAPPROVED FY SPEC 839 PERMIT SET_SEALEDREVISIONS DATE AIDG 06-15-21 MPT KEY FLAN I E)ESIGN Cf�ITEF�IA I SCCFE CF Ljo�ITI<10�'" W Ilk *. i 5 i 1 113 LIMA COURT NORTH � POST Sfi, LUGIE, FL 349a3 � o v o v 6 N �1 J C 4- r14 4J E 0Mr14N� = 'o ��.� N o:ze 0 z ,yc U Z z w w W a Z rH A a o v NAM W W� N#Ei U N CA W � � W 0 C�aa x d U •� W U ry County ITO 5UILD A 1=5T0F� C55 51N LE F,44 11L ' E511DNC5uilding Department L5T,UCID UC 1 UJinol Design Criteria Wino) Des n 1 Iethool Foofing Material g ir F5F Top Chord Live Top Chord Dead 5ottom Chord Live 50ttom Chord Dead TOTAL Load Duration Factor Wird 5peeol Top Chord C.5. 5ottom Chord C.5. Highest 1�1ean Height 450E 1=1(o rya in Winol Force FesistinAFFL�C45LE 54N LE 2 20 1 .2 10 Non - ConcurrentLU 10 3 45 1.2 1,25 IlOmph (3 5ECOND U5T5) 5heeting by builder. 5heeting by builder. 15'=0" ® ,uLu , CID W C u z O � � � ' � F5C 5ULDING CODE 74 (2020) EDITIONLoadir FE3G MECHANICAL CODE ITH (2020) EDITION FE3C fRE51D NTIAL CODE ITH (2O_20) EDITION F5C FLUM5ING CODE ITH (_2020) EDITION NATIONAL ELECTRICAL CODE 2011 EDITION [D�AuiNG SCHEEDULE Al CCV SHEET / COIDE INFOfRMATION 2 PORNO AT I ON/ 5 ,4�-1 FLAN 5uilbing Type 5uilding Category Exposure Category 5arrler Islanb Occupancy Type ENCL05 D II:Non Restrictive C N® F,3 A3 A,4 45 FL00F;� FLAN fRO0F FLAN /STfR,4f SC�4EDULE LEVATION5 BILTMORE-RN-A Date: 05-01-21 Scale: ASSNou� Drawn: Ts Construction Type 5_5 51 WALL SCTICN5 / DETAILS Level oF ,4lteration N/A 1 ELECTRICAL FLAN/ FLIJ115ING R15EIR 041 2" G_;PENE,4L NOTES: CONCFRETE LINTEL DESIN LCAEDS REVISION) DATE 4"-3000 P.S.I. CONC. SLAB FIBER MESH IN CONC. ON 6 MIL VAPOR BARRIER ON COMPACT, POISONED SOIL �IIIIIIIIIIII ° -III IIIIII �IIIIIIIIIIIIIIIIIIIIIIII '�i _III III -III_ SEE FOUNDATION PLAN FOR GONG. PAD SIZE AND REINFORCEMENT MASONRY TEXTURE OVER CONCRETE BLOCK (3-COATS) - 3000 P.S.I. CONC. CURB HEIGHT VARIES W/GARAGE SLOPE AAE coNc, cu m [DETAIL v W I M @ t S S NTS 53'-01, II'-81, 10'-0" Fz F2 CONCRETE PATIO e -0'-4" FIN. FLR. BB-1 3'_2" 3'-0., L I'- " 6'-1" 1't g" 4'-(o" O O 8F16-1T (#7) I 8RF14-1T 8RF14-1B 8F16-16 , or iv—i0 a) (i)0 (i)ri)ri)i ITITI(D is�l 313/4" X 63 3/4" M.O. 14 1/4" X al" M.O. 31 3/4" X 63 3/4" M.O. ----------------------------------------------------------------------------------------------------------------------------J------- I I I F1 I I I I — I ------- ---- — I ' F2 I — I T I - (SEE DTL I/A2) I N I I I I I I 4" CONCRETE SLAB 3000 P51) L/ 6 x (o x 10/10 U1,111F, OR FIBRE MESH OVER F1 6 MIL POLYETHYLENE VAPOR BARRIER OVER CLEAN, POISONED FOR TERMITES, COMPACTED (TO 2500 P5F OR 9E i% DENSITY) FILL. FI I I I I -0'-0" FIN. FLR. I I I I I I I @ I O I I I = M I I — I I I � I I 0 I ° O 8F16-1T X 8F16-1B v m I rl IF I � I F2 --------------------I I I I I IN=It I I D I I I I ° I BOLLARD I Fz I I I I I I I I I I EQUIP. PAD I 4'-0" g 8 I._ 2 -8" 2'-S" 2'-2" 13'-01, ' II'-2" F1 I I I @ I � I 41 I/2" X 83 MA. I I O I 0 0 0 0 0 @ F1 I -0'-4" @ RF14-1T FIN. FLR. RR4-1B �pLLI FI I LuIL tO I @ —4 o Fl FININ . FLR- O r------------------- --------------------- 31 3/4" X 63 3/4" M.O. — Oo O I I O O (DOO O I I O O Fl i 8F8-1T (17) L N ' 8F16-1T I i SF8-1B8Fi6-16 � 1 1/2" GARAGE DOOR I F1 1 I F1 RECE55 L--------------------------------------� BB-1 L--------------------------------- ----------------- oO 3l 3/4" X 63 3/4" M.O. Oo eO O8F20-1T (#7) O 8F16-1T 8F20-1B 3 8F16-1B 6 -0u 3 -2 6 -0n 4 -0u 3 -2u 5 -2u BB-1 BB-1 12'-4" 5'40" 2'-0" 1(0'-0" 15'-2" 11'-101, 20'-0" SL�Ni"1101-""IEN Sk�CUJEF;i� [DETAIL SCALE= 3/4" = I'-0" 53' - 0" am CONCRETE SHALL BE NORMAL WEIGHT CONCRETE EXCEPT UNLESS NOTED OTHERWISE. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 25 DAYS CURED FROM DATE OF POUR AS FOLLOWS: FOUNDATIONS-.._........-.._.._... 2,500 PSI 3,000 PSI SEAMS 8 GOLUMNS_..._.._.._.._ 3,000 PSI LINTELS/ALL OTHER CONCRETE... 3,000 PSI ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM AT A155 AND SHALL BE LAPPED ONE FULL MESH PANEL PLUS 2 INCHES AT SIDES AND ENDS± AND WIRED TOGETHER. CALCUIM CHLORIDE SHALL NOT BE ALLOWED AS AN ADMIXTURE. ADDITION OF WATER TO CONCRETE AT THE JOB SITE IS PROHIBITED. ALL CONCRETE WORK SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF ACI 315 AND ACI 301. THE MINIMUM CONCRETE COVER TO REINFORCING SHALL BE AS FOLLOWS: SLABS ON VAPOR BARRIER ___ 3" BEAMS AND COLUMNS ..._.._.._.._... 1-1/2" FORMED CONCRETE BELOW GRADE _. 2" UNIFORM CONCRETE BELOW GRADE ... 3" ALL CONCRETE FLAT WORK TO TERMITE TREATED m @ v 5E,41RING: 30 psf LIVE L0,4D (2011 psf TOP CHORD) 10 psf DE,4D LOAD (1001 psf BOTTOM CHORD) UPLIFT: 2(o psf MINUS DE,4D WEIGHT OF 5E,4M (120 PLF) I. ALL LINTELS ARE SF16 - IB/IT EXCEPT AS SHOUJN. RECESSED LINTELS M,AY BE USED FOR SPANS { 9'-O" (9'-8" MAX. LINTEL LENGTH). N o 2. ALL LOADS ARE P.L.F. o 0 3. ALL VALUES BASED ON MINIMUM 4 INCH BEARING. �' o 4. LINTEL DEPTH MAY BE INCREASED AS NEEDED TO FIT OPENING, NO (V oN ADDITIONAL REINF. REQ'D. = N a; J C 4- ru PRE -CAST LINTEL ° .. b �IyQ`4. ry d'yy� SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS W W Cio►s +v" SAFE LOAD - POUNDS PER LINEAR FOOT LATERAL TYPE SU8 8F8-OB 8F12-OB 8F16-0B 8F20-OB 8F24-OB 8F28-OB 8F32-OB 8U8 8F8 REINF. wF] A LENGTH 8F8-1B 8F12-1B 8F16-1B 8F20-1B 8F24-1B 8F28-1B 8F32-1B C M U * O1 54 4'-6" ' 1969 2110 2931 3753 4576 5400 6224 ~ � O ( ) PRECAST 1599 2189 4375 6113 7547 (7) 8672 10294 11809 592 591 1057 (h N M 1238 2177 3480 3031 3707 4383 5061 V N z 6'-6" (78") PRECAST 908 Z W O1 1238 2177 1 3480 1 5381 1 8360 1 10394(a�) 507 721 490 8825 (14) y l� 30 17'-4"(208") PRESTRESSED N.R. NR NR NR NR NR NR NRN.R. 194 63 300 548 950 1326 1609 1849 2047 w N F+ Z U SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS 4^wr-4499" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T ID 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 O 6'-6" (78") PRECAST 835 1z) 1407(26) 1868(21) 23291E 27901s 3251(14) 3712(12) 835 1407 1868 2329 1 2790 1 3251 1 3712 3O 17'-4" (208") PRESTRESSED 187 255 404 (12) 520 (12) 637 (12) 754 (12) 872 (12) 192 303 1 500 732 1 993 (a) 1268 (14) 1470 (14) u Itoz� NzW� rx1J ,.� P4 U � 0.4 a w U SAFE GRAVITY LOADS FOR 8' PRECAST w/ 2' RECESS DOOR U-LINTELS 4c^w -Cigrn SAFE LOAD -POUNDS PER LINEAR FOOT LATERAL PLF TYPE LENGTH 8RU6 8RF6-OB 8RF10-08 8RF14-08 8RU6 8RF6 RCMU 8RF6-18 8RF10-1B 8RF14-iB ® 4'-6" (54") PRECAST 1494 1596 3063 2992 694 693 1073 1756 3699 5206 O5 7'-6" (90") PRECAST 669 755 1490 2459 509 674 363 755 1490 2459 SAFE UPLIFT LOADS FOR 8' PRECAST w/ 2' RECESS DOOR U-LINTELS 4^wr-4099m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF6-2T 8RF10-1T 8RF10-2T 8RF14-1T 8RF14-2T ® 4'-6" (54") PRECAST 867 1604 2272 867 1604 2272 5 O 7'-6" (90") PRECAST 506 742 (10) 1364(30) 506 898 1364 ALL LINTEL AND BOND BEAM REBAR TO BE 15, UNLESS OTHERWISE NOTED. NOTE: LOTT'S CONCRETE LINTELS MAY BE SUBSTITUTED FOR CASTCRETE LINTELS 5EA�l T"'rFES •• 5 S BB-1 8F8-1B/1T 8RL14-1B/1T 8F16-1B/1T 8F20-1B/1T ALL LINTEL AND BOND BEAM REBAR TO BE 15, UNLE55 OTHERW15E NOTED. COLL�r'�N SCHEDULE S"x1ro" GROUTED CELL W/2 -#5 VERT. 0 811x0l' GROUTED CELL UJ/1-05 VERT. FOOT f SC EE:)�LE MARK 51ZE (11 X L) THICKNE55 (T) REINFORCEMENT REMARKS BOTTOM 5AR5 TOP BAR5 FI 1'-2" CONT. 2011 2-05 CONT. --- MONOLITHIC FOUNDATION 4 F)EAMPLAN- scALE= 1/4" = 1'-m" F2 I -0" X CONT. 1211 I-15 CONT. --- THICKENED EDGE LU Lu m ccl LL q OL CV V U— ® LLI (O LL, c� L BILTMORE-RH-A Date: 05-01-21 S c a I e: As sHoWN Drawn: Ts SIDE VIEW FRONT VIEW DRIER VENT NICHE 7,)ET,4IL N.T.S. P.T. 2Xro BUCK ATTACHED WITH 3/8"x3"SLEEVE ANCHOR BOLTS (1-1/2"EMBED) ON 11" CENTERS (2000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. OR 1/4"x3" TAPCON SCREWS (1-1/2" EMBED) ON 14" CENTERS (2000 F51 MIN. CONCKTE) OR 6" CENTER5 (C-W 5LOCK). I- MIN. OD. WA5HER5 REQUIRED WITH TAFCONS. ANCHORS MAY BE COUNTER5UNK (BUT NOT REQUIRED) TO PROVIDE A FLU5H MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRAN5FER LOAD. !!rl"-5 VERTICAL (TYP.) 2'-0" O.H. DOOR o A,o A. INSULATION 8" CBS WALL P.T. BUCK ATTACHED ° a °• ° a 1/2" DRYWALL TO CBS WALL W/ 1 "X4" PT. WRAP 1 1/2" CASE HARDEN W NAIL, 3" FROM EDGE AND 12'' O.C. FIELD 3/16"x 1 1/4" EMBED TAPCONS SPACING MAX. 1/4" SHIM PER OPENING SCHEDULE (NO WOOD) ° WINDOW NO TF- PI Y111000 FII I FQ O.H. DOOR MAY BE USED TO PAP OUT OPENING U51NG SAME NAILING AND INCREASING TAPCON LENGTH THE THICKNESS OF THE PLYWOOD DTL /a O.H. GARAGE DOOR SUCK 5C,4LE: N.T.S. FILLER NOTE: PRIOR TO BUCK INSTALLATION APPLY A WATER RESITANT COATING (PER FBC RESIDENTIAL R-103.4) (72 � TAP. WINDOW 5UC;< D T,4IL SCALE: N.T.S. 5/8" DRYWALL ATTACHED TO TRUSS WITH 1 1/4" % SCREWS 12" O.C. FIELD 8" O.C. BUTT JOINTS 1/2" DRYWALL BOTH SIDES - WALL ATTACHED WITH 1 1/411 % SCREWS, 1211 O.C. FIELD 8" O.C. BUTT JOINTS WOOD BASE d TRIM CONT. 25 GAUGE METAL TRACK TOP AND BOTTOM W/ (1) M 10 SMS a 2411 O.G. - 25 GAUGE CHANNEL SHAPED METAL STUDS 24" O.G. BOTTOM TRACK ATTACHED TO SLAB WITH HILTI PINS .145" DIA. X I" LONG giro" O.C. -FINISHED FLOOR T''P. N0N=F3EA1RING WALL DETAIL SCALE: N.T.S. I. 2xro P.T. ON SIDES OF MASONRY OPENING 2. FASTEN SIDES THRU JAMB 8 2xro WITH 1/4" x 4 1/2" TAPCONS, G " FROM THE TOP 8 BOTTOM 8 16" O.C. BETWEEN. A SINGLE ROW OF FASTENERS IS ALL THAT IS REQUIRED. 3. FILLED CELLS ON BOTH SIDES OF OPENINGS ONLY ONE SIDE REQUIRES 1 *5 VERT. ED E NOTE: PRIOR TO BUCK INSTALLATION APPLY A WATER RESITANT COATING (PER FBC RESIDENTIAL R-103.4) (--47� EXTERIOR DOOR SUCK DETAIL SCALE: N.T.5 REVISION) DATE 01, THE CONTR,4CTOR &HALL VERIFY ALL EXISTING CONDITIONS WHICH WILL EFFECT W THE INSTALLATION OF ALL NEW WOR< IF DISCRER,4NCIE& ,4RE DISCOVERED, DESIGNER MU&T 5E NOTIFIED 5EFORE RROCEEDING WITH ANY MODIFICATION TO U CONC. THE AF FROVED DOCUMENTS. - 02. ALL CONSTRUCTION &H,4LL COMRLY WITH ALL STATE, COUNTY AND LOCAL CODES AND ,4RRL ICA5LE AMENDMENTS ( LATEST EDITION 0 23'-5" IT-10" 03. THE CONTRACTOR IS RE5RON5I5LE FOR THE ADEQUATE 5RACING OF ALL 5TRUCTURAL � AND NON&TRUCTURAL COMRONENT& DURING CONSTRUCTION. 04. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TA<E PRECEDENCE OVER WHAT © TEMP. (EGRESS) s DR4WING5 M,4Y &CALE OR IF Wf;RITTEN DIMEN&ION& DO NOT EXIST, WHICH ARE 00 O 00 O 00 O O O O O O 00 NECE55ARY FOR CONSTRUCTION, THE CONTRACTOiR MUST CONTACT THE DESIGNER OPT. TO 05TA IN 5AME- M 05. INFORMATION FOR THE 5,45I C LAYOUT OF TH I & Df;RAW ING WA5 5,45ED ON EXISTING OR _ FIELD DIMENSIONS ( F. D. ). CONTFACTOR MUST VEFIF'I' IN FIELD ( V. I. F.) ACTUAL CONDITIONS ,45 DISCOVERED AND O55ERVED AND NOTIFY DESIGNER OF [DINING � 25 ANY D 1 &CRE f=ANC I E &. a, VAULTED CLG. GREAT ROOM �„� ��®®�„I 0(o. THE CONTR,4CTOR / OWNER ( IF OUJNER 5UILDER ), 15 50LELII' RE5f=ON515LE± FOR -' VAULTED CLG. 8'-0" CLG " THE MEAN& AND METHOD& OF CONSTRUCTION, AND THE 5AFETY OF CONSTRUCTION 4" 12'-II S'-4'1 WORIKER&. �' M � � 0-1- ALL WORK &HALL 5E PREFORMED 5Y CONTRACTOR5 POSSESSING VALID CERTIFICATE5 ` 3 OF COMPETENCY AND OCCUf=ATIONAL LICENSES, RECOGNIZED AND ACCEfi TED 5'I' o N (TAP.) AV THE LOCAL GOVERNMENT HAVING JURISDICTION, OR 5Y OWNER. d) = 08. TO THE 5E5T OF MY (KNOWLEDGE, THE PLAN5 AND 5PECIFICATION5 5U5MIT7ED _ 1 1 2668 BF �INEN ELEG. HEREWITH COMPLY WITH ALL EXISTING INTERPRETATION5 AND PROVI&ION& OF THE METER ,4PPLICA5LE 5UILDING CODES AT THE TIME OF THE PLAN& R1;REP,4RATION. NO UJ,4RR,4NT1' EITHER EXI=RE55ED OR IMPLIED 15 HEREWITH GIVEN. 40 _ Oe. CONTR,4CTOR / OWNER SHALL VERIFY ALL D IMEN51ON5 RELATED TO ,4NY P,4RT DROOM = I He OF CONSTRUCTION PRIOR TO 5EGINNING WORK OR ORDERING F,45,RICATED MATERIAL5 V-0" CLG. _ --- --- --------------1 _____ - 7--- 71 - 2s I I REQU I RED FOR CONSTRUCTION, ` I DWI O \ v I , I ' 10. ENGINEER' 5 &EAL 15 FOR ,4fi=PROV,4L OF &TRUCTUR,4L DE51GN ONLY. 5 (EGRESS) - "' -' j ILITY DR11E (VT1R) I (TYP.) 11. ALL GL,455 IN H,4Z,4RDOUS LOC,4TION& TO COMPLY WITH R308. Lu 0 2668 _ ; ; KITCHEN O 0 2-0 r-10° II'- VAULTED CLG. "= // 6'-3 I _411 6,1 8_5 6-0' CLG. I O = 12. WALL AND CEILING FIN15HE5 5HALL HAVE A FLAME-5FREAD CLA551FICATION OF NOT GREATER THAN 200. OR302.9.1) � v RANGE _ �t1 I I � t 13. WALL AND CEILING FINI5NE5 5HALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450, 0R302.9.2) / MICROWAVE / ----- � 28E,8 � ------------------ - 14, 1 ,ALL TERMITE PROTECTION 51-IOULD COMPL�r WITH R318 PROPOSED HOUSE IN VE�i' HEAVY TERMITE �4RE�4. N o o / - - REF - A COIF (20 FIRE D) j13 I INSULATION 2�' (YP) PANEL 15- ALL LUM5ER USED SHOULD HAVE QUAL ITT M,4RKS PER R3112 Lu WC AV LAVOiR ------------- - SELF- oSING i N i � o I = I BOLLARD 1�_ TILE TO SE INST�4LLED OVER Ff DER -CEMENT OR GL�4S5 MAT GI'PSUM �,4CKERS. (Ri02..1 AND Ri02..2.�. � N ti�Akk s - - - - -'// 8'-0" CLG. i xo i 0 IN SHOWER SURROUND ,4RE,4&. TUB - 8'-0" CLG. N = / SOBS ��a-J 1=1- WEATHERING 16 NEGL IG,45LE. 7'-6"(25(oa " I `Q U 3 - --4" 4 8'-4" 4" (W-3" rrAPAr: 10- GYPSUM 80,4RD COMPL I E & WITH F8C 102.3 AC LET rare y (EGRESS)( y y I v y' 1- 111 1'- 1" 5'-1" (o 911 A� (TYP.) 15'-2" 12'-4" 0 53'-011 5'40" I. 2'-01, ST. LUC E COUNTY BU D NG DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT 00 N O O O T a)O fV � 76 �5 (714 Lr) a- - N O� J C 4- � O m 0 0 0 z W a A � PLI O � Nam CW D�U 1P4U a a '4 u JLUJI cf ) m LLI CID OL CV U-S CID q- �:D U OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: ```) OPENING PRODUCT MODEL SIZE MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT APPROVAL U-FACTOR SHGC BUILDING DESIGN PRODUCT DESIGN ID DESCRIPTION TYPE, SIZE, SPACING, & EMBEDMENT NUMBER PRESSURE PRESSURE 1 EXTERIOR DOOR METAL 192" X 84" CLOPAY N/A SEE DETAIL 1 A3 FL 16546.5 n/o n/o +31.86/ -38.74 +36.0 / -42.0 2 EXTERIOR DOOR OPAQUE FIBERGLASS 36" X 80" THERMATRU N/A 1/4" x 3 1/4 " TAPCONS 6" FROM EDGES, 12" O.0 FIELD FL 20468.1 .18 .01 +35.96 -39.16 +50.0 -50.0 3 25 SINGLE HUNG VINYL SH-610 SERIES 38 X 63 CUSTOM WINDOW SYSTEMS ANNEALED 3 16 TAPCONS, 1 1/4 EMBED.,6 MAX FROM EDGE, 14 1/2" MAX O.C. FIELD FL 17234.1 .3 .26 +37.52/-40.81 +50.0 / -50.0 111 4 25 SINGLE HUNG VINYL SH-610 SERIES 38 X 63 CUSTOM WINDOW SYSTEMS ANNEALED 3 i6 TAPCONS, 1 1/4 EMBED.,6MAX FROM EDGE, 14 1/2" MAX O.C. FIELD FL 17234.1 .3 .26 +31.52/-40.81 +50.0 / -50.0 5 25 SINGLE HUNG VINYL SH-610 SERIES 38 X 63 CUSTOM WINDOW SYSTEMS ANNEALED 3 16 TAPCONS, 1 1/4 EMBED.,6" MAX FROM EDGE, 14 1/2" MAX O.C. FIELD FL 17234.1 .3 .26 +37.52/-40.81 +50.0 / -50.0 �::3 6 25 SINGLE HUNG VINYL SH-610 SERIES 38" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3 16" TAPCONS, 1 1/4 " EMBED.,6" MAX FROM EDGE, 14 1/2" MAX O.C. FIELD FL 17234.1 .3 .26 +37.52/-40.81 +50.0 / -50,0 7O EXTERIOR SGD DOOR ALUM. 9000 SERIES 72" X 80" CUSTOM WINDOW SYSTEMS TEMP. 3/16" TAPCONS, 1 1/4" EMBED., 6" MAX FROM EDGE, 21" MAX O.C. FIELD FL 11908.1 +35.96/ -39.16 +50.0 / -50.0 .6 .25 cq, ® 25 SINGLE HUNG VINYL SH-610 SERIES 54" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3/16" TAPCONS, 1 1/4 " EMBED.,6" MAX FROM EDGE, 14 1/2" MAX O.C. FIELD FL 17234.1 3 26 +37.52/-40.81 +50.0 / -50.0 PRODUCT MODEL MANUFACTURER ATTACHMENT METHOD PRODUCT APPROVAL BUILDING DESIGN PRODUCT DESIGN TYPE SIZE SPACING EMBEDMENT & STIFFENER ETC. NUMBER PRESSURE PRESSURE u Z ROOF UNDERLAYMENT SOPREMA SOPREMA, INC PEEL AND STICK FL 2569.1 <[ L ROOF SHINGLES IKO INDUSTRIES FIBERGLASS REINFORCED SHINGLE, 6 FASTENERS PER CODE I FL 30310.1 SIDING STUCCO RINKER (3) LAYERS STUCCO APPLIED TO MASONRY WALL SOFFIT STUCCO RINKER (3) LAYERS STUCCO APPLIED TO HIGH RIBBED METAL LATH NAILED TO TRUSS TAILS PER FBC R703.6.1, PER ASTM C1063 SEC. 7.10.2.3 HURRICANE PANELS METAL HURRICANE STORM PANEL ELCO PANELMATE PLUS 1/4" DIA. SCREW, 1 3/4" MIN EMBED. , MIN. 12 " O.C. MFG., INC. WALL LEGEND all CONC. BLOCK a 8'-I" AFF BILTMORE-RH-A Date: 05-01-21 FL16293-R2 (SEE OPENING (SEE OPENING PRESSURES ABV.) PRESSURES ABV.) Scale: As SHOWN AREA CALCULATE ON5 Drawn: TS LIVING GARAGE ENTRY TOTAL 1,a09 5F 40(o 5F 33 5F 2,248 5F SCALE.- 1/4" = 1'-0" 4" INT. PARTITION W/ R-13 IN5ULATION 4" OR 6" INT. PARTITION FULL HEIGHT CONNECTOfR 5CHEDULE REVISIONSI DATE S. L l BOT 0 0 0 U = 3000 U = 3000 U SCALE: 1/411 - 11_0�� TRUSS/ MEMBER MARKAD UPLIFT FORCE C O N N ONNECTOR/DEVICE CONNECTOR ALLOWABLE LOAD VALUES NAILS-QTY. 4 SIZE PER CONNECTION (10d NAILS ARE 1 1/2" LONG FOR SINGLE MEMBER TRUSS E UPLIFT LATERAL LATERAL C LOAD LOAD TAPCONS - QTY 4 SIZE T PARALLEL PERPEND PER CONNECTION O TO BEAM TO BEAM R FI F2 PER CONNECTIONZE REMARKS / PRODUCT APPROVAL TYPICAL TRUSS TO MASONRY UP TO * 1810# 1 O SIMPSON NETA 20 1-PLY TRUSS 1,810# 3400 1100 9- 0.146 X 1 1/2" NAILS FL-11413 lA 5IMP50N 2-PLY 1,0100 340# 1100 8- 0.162 X 3 1/2" NAILS FL-11413 NETA 20 TRUSS GIRDER TO WALL UP TO O SIMPSON LGT 2 20300 1000 1100 16 - 0.148 X 3 1/4" NAILS FL-11413 2030# 1- 1/4" X 2 1/4" TITEN GIRDER TO WALL UP TO O SIMPSON FGTR 41250 ---- - - - - 18 - SDS 1/4" X 3" FL-11413 4125 2- 1/2" X 5" TITEN ND GIRDER TO WALL 3P8 O O SIMPSON LGT3-SDS2.5 32850 795# 3850 4 3/sDS 1 4" T TEN HD FL-11413 NOTE: ALL TFRUSS TO TRUSS CONNECT I NS 5 r TRUSS MANUF. 3 2e 3 12 __ __- ____________ ,__ --- SQUARE CUT OVERHANG? RIDGE < ET4-1/2" HEEL HEIGHT '� `O�1iJIt1II 2e I O I ----/'-------------\-- -- 3 2e 3 \ T�f f CAL END D E TA f L SIMPSON HM9KT W/ (4) 1/4" DIA. > 1 1/2" SDS SCREU INTO TRUSS ANC 1/4" DIA. X 2 1/4" SCREWS INTO BE BOND BEAM AT MAIN SPAN TRUSSES WITH BOTH NM9KT CLIP AND HTSM16 UPLIFT= 1'380 LBS FI = 190 LBS F2 = 290 LBS AT JACK TRUSSES USE NM9KT UPLIFT= 805 LBS F1 = 610 LBS F2 = 200 LBS SIDE VIEW OUTSIDE FACE TYPICAL: 5/8" CDX PLYWOOD DECKING NAILED TO TRUSSES w/ 2 1/2" X 0.131" RING SHANK NAILS, AS PER ZONES. ZONE 0 : 2 1/2" X 0.131" RING SHANK NAILS ® 4"o.c. THROUGHOUT. ZONES 22 & 2r : 2 1/2" X 0.131" RING SHANK NAILS 0 3"o.c. THROUGHOUT, ZONE 0): 2 1/2" X 0.131" RING SHANK NAILS ® 4"o.c. THROUGHOUT. NOTE: 8. FOR SHEATHING LOCATED A MIN. OF 48" FROM PERIMETER EDGE OF THE ROOF, INCLUDING 48" ON EACH SIDE OF RIDGES AND HIPS, NAIL SPACING IS PERMITTED TO BE 6" O.C. ALONG PANEL EDGES AND 6" O.C. ALONG INTERMEDIATE SUPPORTS IN THE PANEL FIELD. fROOF: NAILING ZONE& 'SOLATE TRUSS FROM ;ONCRETE LU/ A GALY. 1ETAL PAN OF A SINGLE .AYER OF *30 FELT. IMPSON HT5M16 TR4P LU/ (4) 1/4' DIA. 2 Y4" TITEN SCREWS [TO BEAM AND (8) )d x 1-1/2' NAILS INTO zU88. INSIDE FACE 1 f 55E D ANCHOR D E TA f L 7RU55 CONNECTION L157 QT� PRODLlC7 10 HTU2(o I HHL1526-2 I HGU526 =3 O CONN. 5Y OTHERS WALL �4T. LEGEND GENERAL NOTES: ROOF T U55E5 I. ROOF LAYOUTS PROVIDED ON THESE PLANS HAVE BEEN USED FOR STRUCTURAL AND ARCHITECTURAL DESIGN. TRUSS MANUFACTURER IS RESPONSIBLE FOR THE FINAL TRUSS LAYOUT, SPANS, AND ALL TRUSS/HEADER ENGINEERING. CHANGES TO THIS LAYOUT THAT AFFECT STRUCTURAL OR ARCHITECTURAL DESIGNS AS SHOWN ON THIS PLAN SHALL BE PROVIDED TO AND APPROVED BY THE DESIGNER AND/OR ENGINEER PRIOR TO THE FABRICATION OF TRUSSES. 2. WOOD TRUSSES SHALL BE FABRICATED BY A LICENSED WOOD TRUSS FABRICATOR TRUSSES SHALL BE FURNISHED IN ACCORDANCE WITH DESIGNS PREPARED BY AND SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER TRUSS DESIGN SHALL FOLLOW THE SPECIFICATIONS AS OUTLINED BY THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER," AND ITS FASTENINGS BY AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVISION), AND DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES," BY THE TRUSS PLATE INSTITUTE. 3. THE DESIGN AND SHOP DRAWINGS, AS WELL AS THE FABRICATION OF WOOD TRUSSES, WILL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE ENGINEER AT ALL TIMES. 4. THE HANDLING AND ERECTION OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS NOTED ON THE TRUSS MANUFACTURER'S SHOP DRAWINGS. 5. ALL ENGINEERED HEADERS AND METAL CONNECTORS BETWEEN MATERIALS SPECIFIED BY THE TRUSS MANUFACTURER SHALL BE SUPPLIED BY THE; TRUSS MANUFACTURER 6. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS ON THE TRUSS LAYOUT AND TRUSS ENGINEERING BEFORE THE START OF TRUSS MANUFACTURING. � o � o o c N N � :1 [V O o J� 4- O a N Ln Q.2 ,; .....' *' U z z W W a �WJ A H H U a N �4 W NCH U/ " W i 0 4 4aa 4wU O LLII Q LLu Z LL1 11..IL _ zzz LLI 0-1 cv a-S fu ©I Lu � LL BILTMORE-RN-A Date: 05-01-21 Scale: As SHOM Drawn: Ts i. ALL UPLIFTS CALCULATED BY TRUSS COMPANY HAVE BEEN REVIEWED AND APPROVED. SEE TRUSS MANUFACTURER'S SHOP DRAWINGS. ST. LUC E COUNTY BU ED NG DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: EVISIONS I DATE off CA am - - - - - - - - - - - - - - - - - a FIBERGLASS SHINGLE ROOF ITYP.) TOP OF BEAM FLIP, ■ -------------- Eo TOP OF BEAM FIN. FLR. OPENING ID PRODUCT MODEL SIZE MANUFACTURER GLASS DESCRIPTION ATTACHMENT METHOD TYPE, SIZE, SPACING, & EMBEDMENT PRODUCT APPROVAL NUMBER U-FACTOR SHGC BUILDING DESIGN PRESSURE PRODUCT DESIGN PRESSURE 1 EXTERIOR DOOR METAL 192" X 84" CLOPAY N/A SEE DETAIL 1 A3 FL 16546.5 n/a n/a +31.86/ -38.74 +36.0 / -42.0 = EXTERIOR DOOR OPAQUE FIBERGLASS 36" X 80" THERMATRU N/A 1/4" z 3 1/4 " TAPCONS 6" FROM EDGES, 12" 1 FIELD FL 20468.1 .18 .01 +35.96 -39.16 +50.0 -50.0 3 25 SINGLE HUNG VINYL SH-610 SERIES 38" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3 16" TAPCONS, 1 1/4 " EMBED.,6" MAX FROM EDGE, 14 1 2" MAX O.C. FIELD FL 17234.1 .3 .26 +37.52/-40.81 +50.0 / -50.0 4 25 SINGLE HUNG VINYL SH-610 SERIES 38" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3 16" TAPCONS, 1 1/4 " EMBED.,6" MAX FROM EDGE, 14 1 2" MAX O.C. FIELD FL 17234.1 .3 .26 +37.52/-40.81 +50.0 / -50.0 5 25 SINGLE HUNG VINYL SH-610 SERIES 38" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3 16" TAPCONS, 1 1/4 " EMBED.,6" MAX FROM EDGE, 14 1 2" MAX O.C. FIELD FL 17234.1 .3 .26 +37.52/-40.81 +50.0 / -50.0 6 25 SINGLE HUNG VINYL SH-610 SERIES 38" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3 16" TAPCONS, 1 1/4 " EMBED.,6" MAX FROM EDGE, 14 1 2" MAX O.C. FIELD FL 17234.1 .3 .26 +37.52/-40.81 +50.0 / -50.0 O EXTERIOR SGD DOOR ALUM. 9000 SERIES 72" X 80" CUSTOM WINDOW SYSTEMS TEMP. 3/16" TAPCONS, 1 1/4" EMBED,, 6" MAX FROM EDGE, 21" MAX O,C, FIELD FL 11908.1 .6 .25 +35.96/ -39.16 +50.0 / -50.0 ® 25 SINGLE HUNG VINYL SH-610 SERIES 54" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3/16" TAPCONS, 1 1/4 " EMBED.,6" MAX FROM EDGE, 14 1/2" MAX O.C. HELD FL 17234.1 .3 .26 +37.52/-40.81 +50.0 / -50.0 FIBERGLASS SHINGLE ROOF (TYP.) _O ON ON CEMENTITIOUS MATERIAL �? Q ON CONCRETE BLOCK E:1 �o = 12 5 � V-oil ON ON GEMENTITIOUS MATERIAL N CONCRETE BLOCK - - - + - - - - - - - - - - - - - - - - - - - - - - - - - I - FIN.F O (EGRESS) nm I� TOP OF BEAM FIBERGLASS SHINGLE ROOF (TYP) TOP OF BEAM %D mQEff][ Lu ow STUCCO BANDING i SMOOTH 6Ti FREEZE 5AND FIN. FLF �� nnn�nnnn E] E] E] i(EGRESS) 3 (EGRESS) O(MAIN EGRESS) Eo D TYP) ai b" 0 WATERPR001FIW$ h 60ATIN6 ON V WINDOW SILL, JAN65 AND F F l , SET P.T. WOOD FXA'.K OVER AMY AR0i O VAU Y IMM"ROOFIN5 IN CORNER AND Xa_TI ANE SEALANT, FASTER EXTEb b' ALL PI3t PROMZr APPROVALS. All TIC FACE OF 11-E WALL QAPPLY LIMID ►RATORPR.00FINS INANE O M THE TOP AND EXTF-q]Dq FAGE OF SUCK AMP SILL. L NIM3ER5 o-Fi7mµ, NSTALLArON Si NOTE: PRIOR TO SUCK INSTALLATION APPLY A WATER RESISTANT COATING (PER FBC RESIDENTIAL R-103.4 AND AAMA 114 FOR FLUID APPLIED MEMBRANES) USE PROTEGTO LLLM200 BY PROTECTO U1RAP WINDOW / E)COR OF NING WATERFROCFING NTS � N O O O O v 0 fV N O O _;: o o. 0: n.. * „ne`p``• z z MH W rr, W a z Q U �N t7w� V�� �00aa awU M q Lu m cq Z c ELL_ ^ OL BILTMORE-RH-A Date: 05-01-21 S c a I e: AS SHOWN Drawn: TS SG,4LE. 1/4'' = 1'-0" REVISIONS DATE � o v O cn N c V :1 N M F — O fV 4Z N O l7 CS Nc) O ` U • z w W W a A z � a It N N N c W W� NCH OZU W U U as 12 FIBERGLASS SHINGLE ROOF ON PEEL AND STICK UNDERLAYMENT� ON 5/8" CDX PLYWOOD SHEATHING � �[ ATTACHED WITH RING SHANK NAILS (SEE SHEETA-4 FOR SPACING t SIZE) _� llll 12 FIBERGLASS ROOF ON PEEL AND STICK UNDERLAYMENT ON APPP ROVED, RE ENGINEERED ON 5/8" CDX PLYUJOOD SHEATHINGSHINGLE 5/6" WOOD TRUSSES -a 24" O.C. ATTACHED WITH RING SHANK NAILS (SEE 514EETA-4 FOR SPACING t SIZE) ON RINEERED PTRUSSES Gg 24" O G WOOD o TOP CHORD \ LL� co STRAPS PER BRIDGING d BRACING \ \ STRAPS PER \ CONNECTOR SCHEDULE PER SHOP DRAWINGS CONNECTOR SCHEDULE > C� Lu TOP CHORD \\ C� BRIDGING t BRACING SEE ELEVATIONS FOR WALL HTS. PER SHOP DRAWINGS "RAT RUNS" SEE ELEVATIONS FOR WALL HTS. ea'-O" (MAX.) R-30 BATT INSULATION--/ fJ f: "RAT RUNS" 5/8" OR 1/2" DRYWALL (CLG) METAL DRIP EDGE 68'-0" (MAX.) • 1/2" P.T. NAILER 2 X FASCIA (3) LAYERS OF STUCCO APPLIED METAL DRIP EDGE PROVIDE FIREE3LOCKING " SEE ELEv'S (3) LAYERS OF STUCCO APPLIED TO HIGH RIBBED METAL LATH ATTACHED BB_I do TO OVERHANG OF TRUSS PER FBC R103.1.1 W/ 1 3/4" FASTENER TO HIGH RIBBED METAL LATH ATTACHED SEE ELEV'S 2 X FASCIA I 6" O.G. PER ASTM G1063 SEC. 1.1023 W/ TO BOTTOM CHORD OF TRUSS PER FBG R103.1.1 (3) LAYERS OF STUCCO APPLIED TO HIGH RIBBED METAL LATH ATTACHED FILLED U)/3000 PSI GROUT (UJ/1-* 5 -a CORNER RETURN BAR 1" X 24" SCREEN SOFFIT VENTING, NAILED TO TRUSS OVERHANG BEFORE STUCCO APPLICATION W/ 2" LATH NAIL (1 3/4" PENETRATION) b" O.G. PER ASTM C1063 SEC. 1.1023 TO OVERHANG OF TRUSS PER FBC R103.1.1 W/ 1 3/4" FASTENER I 30" LONG EACH WAY) VENTILATION REQUIRES 2543/150 = 16.95 SQ. FT. 6" O.C. PER ASTM C1063 SEC. 1.1023 W/ 1" X 24" SCREEN SOFFIT VENTING, NAILED TO TRUSS OVERHANG (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) I ACTUAL VENTILATION IS 56 SQ FT. OPEN AREA (AIR FLOW) PER VENT BEFORE STUCCO APPLICATION 1 X 4 P.T. (TYP,) I 16.95 / .56 = 3021 VENTS (31 VENTS TO BE PROVIDED) OR EVERY V. PRE -CAST LINTEL OVER OPENING VENTILATION REQUIRES 2543/150 = 16.95 SQ. FT. CURTAIN NAILER (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) ACTUAL VENTILATION IS 56 SQ. FT. OPEN AREA (AIR FLOW) PER VENT 1/2" DRYWALL ON 16.95 / B(o = 30.21 VENTS (31 VENTS TO BE PROVIDED) 3/4" FURRING STRIPS ON PRE -CAST LINTEL OVER OPENING OR EVERY 6'. ON CONC. BLOCK (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) W1 4.1 FOIL BACK INSULATION WINDOW cf) (NOT REQUIRED IN GARAGE) NCOR EDGE OF MASONRY WALL I PRECAST GONG SILL FILLED CELL W/ (1) 15 VERT. , 30" LAPS, CC) 10" HOOKS AT TOP AND BOTTOM 4"-3000 P.S.I. GONG. SLAB UJOOD BASE TRIM (SEE FOUNDATION PLAN FOR SPACING) —1 FIBER MESH IN GONG. ON FRONT ENTRY POURED MASONRY TEXTURE OVER O COMPACT 501L WITH DRIVEWAY AND WALKWAYS 4"-3000 PSI CONCRETE SLAB I CONCRETE BLOCK (3-COATS) FIBERMESH IN CONCRETE ON h MIL. vAPOR BARRIER ON COMPACTED, POISONED SOIL ° TOP OF SLAB GRADE: ° ° ° a ° a ° ° a a FINISH GRADE SLOPED �_LJl IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1= ° a° ° °° ° cf) III III III III III III III III III III III =1IIIIIII IIIII LIII—III COMPACT FILL TO MIN. ' III 95ga MAX MOD-PROCTORIIIIIIIIIIIIIIIIII_I 11 III III III III III III III III ° °I III III III III III I, I I I III —III III —III III —III IIIIIIIII—III DENSITY III III III III III III III III I I I I°I I ° °III III I I III III III III , � III III III III III III III III III III SEE FOUNDATION PLAN FOR BILTMORE-RH-A IIIIIIIIIIIIIIIIIIIIIIII1 GONG. FOOTING SIZE AND REINFORCEMENT = III=IIIIII=IIIIII=IIIIIIIIIIIII I— - � IIIII � IIIII � IIIII � IIIII � IIIII � IIIII � IIIII � IIIII � II 1I -� I �I � IIIII � IIIII � ill III III III III IIIII � IIII_I III III III ,III I -IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII�III�IIIII„III III, III,IIIII��IIIIIIIIIIIIIIIIIIIIIIIIIIIIiI'I � Date: 05-01-21 Scale : As SHOWN Drawn: Ts 1 �IASCNF��- WALL ALL &E CT f O I J� CJ� SCALE:: 3/4 = 1'-Oil SCALE: 3/4" = 1'-0" MLSCTR 1 S 4sYM OL6 LEGEND REVISION) DATE AC COMP. D I, WF /D T TAT ELESTRICALI PLI4NI SCALE: 1/4" = 1'-0" I 2" V.T. J L I 2" I SHWR I� AN ELEC. METER 2" 6 DUPLEX RECEPTACLE 2" VT. J I L ® 220V RECEPTACLE I I 4b SWITCHED RECEPTACLE studor n I FLOOR DUPLEX RECEPTACLE SINK Li LAV SINK �LA V QUADRUPLEX RECEPTACLE 3" 311 TUB GFI GROUND FAULT INTERRUPTER DW 2 3„ WP WEATHERPROOF GROUND L''AIILAV 3" V.T.R I j I 3 WC CFI FAULT INTERRUPTER /V J L 2" 2" II $ SINGLE POLE SWITCH 3 3" 311 3 WAY SWITCH 3uq 4 WAY SWITCH I 3° WASHER IIQ PUSHBUTTON 3" C.O. 1� DISCONNECT SWITCH 3" T FLlJ��15NG ��J5E�; NTS NOTE. ALL SHOWER HEADS TO HAVE ANTI -SCALD VALVES NOTE: STUDOR VENTS MAY BE USED IN LIEU of 2" V.T.R.'S ® JUNCTION BOX ® EXHAUST FAN © TV JACK VP VAPOR PROOF - PHONE JACK - PREWIRE ONLY " - - ,\ DOUBLE FLOOD - SOFFIT MOUNTED 1 0 CEILING FAN OUTLET MCANDESCEND ENi FANi FIXTURE -CEILING: MCUNiEp � JP� � r INCANDESCENT FIXTURE - CEILING MOUNTED i \ INCANDESCENT FIXTURE - WALL MOUNTED / I CEILING FAN /LT.OUTLET Y FzECESSED HIGH HAT W/ TRIM \ ELECTRIC CO. METER ELECTRICAL PANEL FLUOR LIGHT ® ON SMOKE/CARBMONOXIDE DETECTOR (M1EWLIffVEDI15ATrERY BACK-UP) F=4NEL ELECTRIC4L L04D C4LCUL,4TI0N1S TO SEWER SYSTEM CIRCUIT pESRIPTION CIRCUIT NO POLE TRIP WIRE WATTS REMARKS 1-5 LIGHT'S 4 RECEPTACLES 1 15 "14 5,421 .8 3 X S.F. 9,11 RANGE/OVEN 2 45 08 &,000 10,12 APPLIANCES 1 20 $12 3,000 (CFI OUTLETS ONLY) 13,15 WATER HEATER 2 30 *10 4,500 14,1(o DRYER 2 30 010 5,000 11,n CONE). UNIT 2 30 "S - - - - 20,22 A.N.U. HEAT STRIP 2 60 "6 10,000 23 DISHWASHER 1 20 "2 1,500 (GFI OUTLETS ONLY) 24 WASHER 1 20 "2 1,500 (GFI OUTLETS ONLY) 25 MICROWAVE 1 20 "12 1,500 (CFI OUTLETS ONLY) 26 BATHROOMS 1 20 12 1,r2OO (CFI OUTLETS ONLY) 21 GARAGE DOOR OPENER 1 20 "12 1,500 (GFI OUTLETS ONLY) 25 KITCHEN 1 20 012 1,500 (GFI OUTLETS ONLY) 29 REFRIGERATOR 1 20 012 1,500 (GFI OUTLETS ONLY) 30 DISPOSAL 1 20 #12 1,500 (GFI OUTLETS ONLY) 31,33 LIFT STATION 2 20 #12 1,200 34-42 I SPACE TOTAL LOAD: 3S,127 - 10,000 = 29,127 1ST 10 KUJ a Immix 10,000 REMAINDER -8 40% 11051 A/C 10,000 100% ; 10,000 TOTAL: 31,ro51 i 131.ea 4Mi�: OVERHEAD SERVICE CLAMP TO CLOSEST REBAR 2(4/0) ALUM. SE CABLE 1 (2/0) ALUM. SE GABLE 2" CONDUIT 200 A MAIN BREAKER PANEL 120/240 VOLT NOTE: INTERSYSTEM BONDING: STRIP IS REQUIRED AT THE MAIN SERVICE GROUND 04 C.U. CLAMPED TO FOOTING: REBAR AND C.W. PIPE NOTE: GfI OUTLETS PER PLAN 2PNF-NEMA 3R 240V A/C 4 MAIN DISC. 6 PANEL 42 CIRCUIT PANEL A/C RATED 10,000 W ALL WORK TO COMPLY WITH NEC AND LOCAL CODES NTS 1. ALL ELECTRICAL IN THE ,A1RE,A OF CONSTRLl CTION &HALL 1 IEET THE RE QU I RE1 IENTS OF THE 2011 NATIONAL ELECTfRICAL CODE 2. ALL GF-I 1RECETACLES TO 5E TA�'FER 1RESISTANT FEE NEC 2011, A1RTICLE .40(o.12 3. FfROVII)E AfRC FAULT CIfRCUIT F1ROTECTION 1=E1R NEC 2017 ,ARTICLE 210.12 4. f=FOVIE)E TAB IF 1R 1RESISTANT IREC FTACL S F 1R NEC 2011 ,ARTICLE 210.E2 E�- ALL 5ATHIR0011 C I1RCU I TF, ' TO HAVE r-:sFCI FiROT CTION F 1R NEC 2011 ,ARTICLE 210.0 m Cl() Ifni BILTMORE-RH-A Date: 05-01-21 Scale: AS SHoWN Drawn: TS m I CAUTION!!! r-%1 r%ll Lillian Hatch Legend --------------- ------------------ TRUSS END DETAIL 1? Digitally signed by Lillian Gonzalez GonzaleZ Date: 2021.06.21 11:50:41-04'00' HANGER LEGEND * - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED OTHERWISE * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 UNLESS NOTED OTHERWISE MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID WIND ASCE7-16 ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY II WIND LOAD 170 MPH *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS :tole] 01[97_1 Q I Z 10 TCLL: 20 PSF TCDL: 15 PSF BCDL: 10 PSF TOTAL: 45 PSF DURATION: 1.25 FLOOR LOADING TCLL: PSF TCDL: PSF BCDL: PSF TOTAL: PSF DURATION: IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By Date DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-131 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. TRUSS CONNECTION LIST QTY PRODUCT LUS24 10 HTU26 HTU28 1 HHUS26-2 1 HGUS26-3 HGUS28-2 HGUS28-3 O CONN. BY OTHERS BUILDER: SYNERGY HOMES RES: N/A MODEL: BILTMORE G/L ADDRESS: 113 LIMA CT SPEC: FY839 CITY: PORT SAINT LUCIE COUNTY: ST LUCIE DRAWN BY: JL JOB # : 2775605 DATE: 05/04/21 SCALE: NTS REVISIONS: 1. 12/02/20 FBC2020 2. 3. F4. k'! Builders FirstSource 701 S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 5475