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HomeMy WebLinkAboutApproved master permit 2110-0357 ravinia 4 right PLANS REVISIONS DATE � o v o c in rn o rN .T � � O M ZR / � '� J C ��+ N M •- T 0 @ O N � L 00 N : aye � � z w a z Q ~h a N / N O O W 7 yk 0 0 w �yN N � �1 z 0w::1 E:1 El El E:1 El El E:1 0 4 04 U � g � � -< 00 -1 z 44Pl U U LU � m m Q 6P co County 5T. LUGIE TO BUILD A I -S70R1' C55 SINGLE FAMILY' RESIDENCE Building Department 5T. LUGIE COUNTY Wind De5ien Criteria A5GE I = 16 A I= f= L � C A 5 L E C 0 ED E 5 Wind Design Method Ma in Wind Force Resisting Roofing Material SHING;LE FBG BUILDING CODE ITN (2020) EDITION Loading in P5F Roof R.D.L. FBC MECHANICAL CODS ITH (2020) EDITION Top Chord Live 20 FAG RE5I1DENTIAL CODE 7TH (2020) EDITION Top Chord Dead la -4.2 ABC PLUMBING CODE ITN (2020) EDITION bottom Chord Live 10 Non -Concurrent NATIONAL ELECTRICAL CODS 2011 EDITION � Bottom Chord Dyad 10 3 0 � TOTAL Load 45 1.2 � �� � 11�� � � I� � � L o 0 z Duration Factor 1.25 Wind 5peed 110mph l3 5EcoND GU5T5) Al GOV� R Sl�� �fi / CODS INFO M�4� ION n `r = w To Chord G.B. Sheetin b builder. � � � u Bo tom Chord C.B. 5heeting by builder. '42 ���Np �� ION/ �� �M FLAN � } _ Highest Mean Height la A3 FLOOR FLAN R4YMIA-4-RH Bui ing Type G O D ,44 GOOF FLAN /ST ,4� SCHEDULE 5uilding Cateeory II .-Non Restrictive Date: ma-sa-si Exposure Category G 145 ELEVATIONS Scale: assNaw Barrier Island No 51 WALL 5ECTION5 / IDETA1L5 Drawn: Ts Occupancy Type �3 Construction Type 5 - 5 E I ELECTRICAL PLAN/ PLUM5ING R15ER Level of Alteration N/A 29'-10" SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS REVISIONS DATE Carn SAFE LOAD - POUNDS PER LINEAR FOOT LATERAL TILE ON CEMENT BOARD TYPE 8F8-OB 8F12-0B 8F16-0B 8F20-OB 8F24-OB 8F28-OB 8F32-OB R EI N F. F F2 10'-0" -1 LENGTH 8U8 8F8-1B 8F12-1B 8F16-1B 8F20-1B 8F24-1B 8F28-1B 8F32-1B 8U8 8F8 CMU* iO 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 592 591 1057 VARIES I I 2189 4375 6113 7547 (>) 8672 10294 11809 1105 1173 1631 2090 2549 3009 3470 0- I 2O 5'-10"(70") PRECAST 1062 1451 2622 4360 7168 6036 7181 8328 340 339 607 N 1011 1729 2632 2205 2698 3191 3685 TILE ON SLAB @ F2 I 3O 7'-6" (90") PRECAST 743 1011 1729 2661 3898 5681 8467(44) 6472(15) 424 534 363 � @ _0,_4 699 1160 1625 2564 3486 2818 3302 4 9'-4" 112" PRECAST 752 1245 1843 2564 3486 4705(37) 6390(4> 00 FIN. FLR. O ( ) 554 NR NR NR NR NR NR NR 326 512 230 BB-1 I F2 II O 17'-4"(208") PRESTRESSED N.R. 300 548 950 1326 1609 1849 2047 N.R. 194 63 �) 5 "'-0 4'-6" 4'-0" 3'-I" I'-11" V-2" I'JII" 3'-311 " V v C) SAFE UPLIFT LUADS FUR 8 PRECAST & PRESTRESSED U-LINTELS N SF16-IT I O 8F12-1T I �_ O F2 O8F16-1B B 3 8F12-1B _ — N * r, 00 G) O O 00 4 00 00 Cie►sT-Cmem SAFE LOAD - POUNDS PER LINEAR FOOT o G 53 1/8"X 63 3/4"M.O. 14 " X 81' M.O. Q TYPE 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T — — — — V' N LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T .. "'' — — — t F1 2" X 9 I/2" SCsD DOOR O •� * b��yf 1 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 2 RECESS I - 1207 1940 2724 3508 4292 5077 5861 @ @ 909 1492 2093 2694 3295 3897 4498 ' I ' 2 5'-10"(70") PRECAST A2 r r 929 1492 2093 2694 3295 3897 4498 SCALE=3/4" = I'-m I ,�> ........... 'oF,` 727(23) 1065(26) 1624(31) 2025(26) 2426(26) 2827(25) 3228(24) 3O 7'-6" (90") PRECAST 727 1224 1624 2025 2426 2827 3228 9'-4"® 112" PRECAST 591 708(25) 1136(34) 1474(34) 1815(34) 2157(34) 2500(34)( ) 591 862 1318 1643 1969 2294 2619 MA50NRY TEXTURE OVER F1 5 17'-4"(208") PRESTRESSED 187 1 255 1 404(12) 520(12) 637(2) 754(12) 872(12) , CONCRETE BLOCK(3-COAT5) 4I CONCRETE SLAB �3mOm PSI) U1/ 192 303 500 732 993 (,) 1268(14) 1470(14) I 3000 P.S.I.CONC.CURB (o x (o x 10/10 W.W.F. OR F15RE MESH OVER (o MIL POLYETHYLENE VAPOR BARRIER 4" 3000P.S.I.CONC.SLAB j @ ALL LINTEL AND BOND BEAM REBAR TO SE #5, UNLESS OTHERUJISE NOTED. FIBER MESH IN CONC.ON OVER CLEAN, P015ONED FOR TERMITES, COMPACTED (TO (o MIL VAPOR BARRIER ON 2500 PSF OR 959. DENSITY) FILL. I NOTE. LOTT'S CONCRETE LINTELS MAY' BE SUBSTITUTED FOR CASTCRETE LINTELS COMPACT,POISONED SOIL ° ° T VARIES W/GARACxE SLOPE I AS LONG AS THE LINTELS MEET THE GRAVITY AND UPLIFTS LOADS. ° W/CxA /J� /J� w G) '-011 I O III III III III ° FIN. FLR. I - = PRE=BAST LINTEL a 111 IIIIIII—III— a ° � IIII I r z �� I �� II I M 2 -6 2-6 3'-0 III III III—III— ° I I G;EN RAL NOT 3: CONCR T III III I Fi F2 � I � 2 Z w � � III w O - CONCRETE SHALL BE NORMAL WEIGHT CONCRETE EXCEPT UNLESS NOTED OTHERWISE.ALL CONCRETE SHALL HAVE 01 Q1 W SEE FOUNDATION PLAN FOR 2 8F16-1T s A MINIMUM COMPRESSIVE STRENGsTH AT 20 DAYS CURED FROM DATE OF POUR AS FOLLOWS: N A2 x 8F16-1B N CONC. PAD SIZE AND REINFORCEMENT F 4„ I � FOUNDATIONS...._.............._..._..... 2,500 PSI U M SLABS-ON-GRADE........................ 3,000 PSI [ O Z 1 e BEAMS s COLUMNS..................... 3,000 PSI 0 wCONC. CU I LINTELS/ALL OTHER CONCRETE... 3,000 PSI A2 NTS @ ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM AVE) GRADE 6m. r) w W e I u dxu L `r — — J ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM AT A185 AND SHALL BE LAPPED ONE FULL MESH PANEL V x ►-i Cp • PLUS 2 INCHES AT SIDES AND ENDS± AND WIRED TOGETHER. V � a Q+ ra U O F2 I CALCUIM CHLORIDE SHALL NOT BE ALLOWED AS AN ADMIXTURE. o ADDITION OF WATER TO CONCRETE AT THE JOB SITE IS PROHIBITED. 81 ALL CONCRETE WORK SHALL COMPLY WITH THE APPLICABLE P C PROVISIONS OF ACI 315 AND AI 301. e I @ (TYP.) 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" O UNIFORM CONCRETE BELOW GRADE ... 3" a� n 8F16-1B m C o I ALL CONCRETE FLAT WORK TO TERMITE TREATED ap � 11 11 II EQUIP. I BEARING: 30 psf LIVE LOAD (20# psf TOP CHORD) LLL U PAp I r 10 psf DEAD LOAD (10# psf BOTTOM CHORD) -0'-�" Lu M FIN.FLR UPLIFT: 2(o psf MINUS DEAD WEIGHT OF BEAM (120 PLF) 01 �[ I. ALL LINTELS ARE SF10-15/1T EXCEPT AS SHOWN. RECESSED LINTELS 4-0 1'-3 8 I'-4 2-9 3-7 15'-5 5'-5 I 8 MAY SE USED FOR SPANS < 9'-O" C9'-8" MAX LINTEL LENGTa-I). " 2. ALL LOADS ARE P.L.F. OL a-) M WH I WH 3. ALL VALUES BASED ON MINIMUM 4 INC,-4 SEARING. - I o DRAIN 4. LINTEL DEPTH MAY SE INCREASED AS NEEDED TO FIT OPENING, NO "S LU CID FI 0 - ADDITIONAL REINF. REQ'D. x 8F16-1T `'� 8F16-18 I � IMI it r I I F1 I o O L 3-7 3/4"X O I BB-1 81`16-1T O e0 I FI 8F16-1B 3'-411 3i_21 21-0115 Q O 8F8-IT I _ �? 8F8-1B FIN O4 x I F2 I • • .FLR C • • • • • • +� Lu 8F12-1T(#7) @ 8F12-1B `I F2 I e I BB-1 8F8-1B/1T 8F12-1B/1T 8F16-1B/1T 8F20-1B/1T � O 00 0 ®8F8-1T 4" ALL LINTEL AND BOND BEAM REBAR TO BE 115, UNLE55 OTHERWISE NOTED. F3 8F8-18 LL- 20'-0" I 8" MARK SIZE REINFORCEMENT REMARKS ® lU F1 I BOTTOM BARS TOP BARS I I --- BB-I 8" X 8" X CONT, 1-15 CONT, PERIMETER BEAM z ci LILI Z FIN. FLR. `n r o I 42 NOTE: AT INTERSECTIONS USE 1- #5 CORNER BAR 30" LONG, EACH UJAY � FCUNE) AT I C /CCL U�IN LEr---zrEN[D z > 0 jC-I Q 8"x8" GROUTED CELL W/I»b VERt. C-2 a O 8"x16" GROUTED CELL uJ/2"5 VERT. RAVINIA-4-RH 1 1/2" GARAGE DOOR I r Date: 08-23-21 RECESS F1 HB FOCI I I�� I G; 5CH D LZ= Scale: AS SHOWN )0 0 0 - 0 0 0 0 MARK SIZE (W X L) THICKNESS (T) REINFORCEMENT REMARKS 10-011 O 8F20-1 B(#7) 2'_s BOTTOM BARS TOP BARS Drawn: is 8140" 21'-4" Fl 1'-2" CONT. 20" 2-05 CONT. ___ MONOLITHIC 29'-10" 2 ION F2 1'-0" X CONT. 12" I- 5 --- THICKENED EDGE O S AT 4 5141"I'l PLAN , COLUMN PAD SCALE= 1/4" = 1'-0" F3 3'-m" X 3'-m" 12" 15 REBAR 6" O.C. EACH WAY TOP AT 16" BELOW FIN.FLR 29'-10" I. 2x P.T. ON SIDES OF MASONRY OPENING 2. FASTEN SIDES THRU JAMB e 2x WITH REVISIONS DATE 6' 4 50TTOM 4 II6oNO.C!FROM THE O BETWEEN. A SINGLE o O ROW OF FASTENERS IS ALL THAT IS I� DEPT. II-08-21 10'-011 REQUIRED. FINISH BACK 3. FILLED CELLS ON BOTH SIDES Of- OF DfRYUJALL OPENINGS ONLY ONE SIDE REQUIRES DRYER VENT 21" 5/8" DRYWALL 1 45 VERT. RECESS I 4T I ATTACHED TO TRUSS WITH 1 1/4"%SCREWS,12"O.C.FIELD z WNG.5LA13 8" O.G.BUTT JOINTS CONT.25 GAUGE METAL TRAGIC 16" MAX. E (I)•10 SMS 24" O.G. TOP AND BOTTOM W/ O I/2" DRYWALL BOTH SIDES O � WALL ATTACHED WITH p O DRYE VENT �, 3" 9'-3" 5'-0" 5'-0" 3'-4" 1 1/4" % SCREWS,12" O.C.FIELD 25 GAUGE CHANNEL SHAPED METAL 16" MAX. � N • O RECE�5 8" O.G.BUTT JOINTS STUDS 24" O.G. 0 E_ CD Ln Lf1 r4 O 16" MAX. u= >' o SIDE VIEW FRONT VIEW OEG HB O TEMP. = N fV HI TI PINSS..145"D A XDI" LONGS WITH 6-g �. O fV VENT 1N f CHI D E Tj4 f L o0 0 0 0 00 00 00 0 � � o N.T.S. O � WOOD BASE d TRIM giro" O.G. FINISHED FLOOR ❑ o o ❑ 13'-4" NOTE: PRIOR TO BUCK INSTALLATION APPLY A WATER RESITANT COATING P.T. 2X(o BUCK: ATTACHED WITH (PER FBC RESIDENTIAL R-103.4) 3/8"x3"8LEEVE ANCHOR BOLTS (I INCLUDED SLEEVE IV CENTERS 3 TTF. NON=SEARING WALL DETA L � EXTERIOR DOOR 5UC< DETAIL '' ,�> ............. F,. (2,000 PSI MIN.CONCRETE).WASHERS INCLUDED WITH SLEEVE ANCHORS. � OR M. 5�DR®OM 43 ,43 scALE: N.T.s. 1/4"x3" TAPCON SCREWS (1-1/2" EMBED) ON 14" CENTERS C;FMAT ROO SCALE: N.T.5. (29M PSI MIN CONCIETE)OR 8"CENTERS(C-W BLOCK).I-MM.OD.WASHERS KOJItEI)WITH TAPCONS. 8'-0" CLG VAULTED CLG. ANCHORS MAY BE COUNTERSUNK(BUT NOT REQUIRED)TO PROVIDE A �, Q FLUSH MOUNTING SURFACE.HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 21-011 12 4 v e N fRAL NCTE5 DOE12 O.H. DOOR — — — — — — 2868 - 01. THE CONTRACTOR 5H,4LL VER11=T ALL EXISTING CONDITIONS W. 41C;H WILL EFFECT El O THE INSTALLATION OF ALL NEW WORIG. IF DISCREf=ANCIE5 ARE DISCOVERED, w 0 1-"5 VERTICAL (TYP.) — — — — DESIGNER MJST 5E NOTIFIED E3EEORE PROCEEDING WITH ,4NT MODIFIC,4TION TOElo r 10' ' 3'-4" ,'-4" — 4" 14'-8" 2 THE ,4ffROVED DOCUMENTS. Z A 4068BF ATTIC W•I-�• / — A3 02. ALL CONSTRUCTION SH,4LL COMPLY WITH ALL ST,4TE, COJNTT, AND LOCAL CODES H f ' I 1 O 1 TYP. a O 2'-0 O.H. DOOR m I 26�8 3�F — J s'-m" cLG. 1 / AND ,4PPL IC,45LE AMENDMENT& ( L,4TEBT EDITION �. VI N � m 03, THE CONTRACTOR IS RESPONSI5LE 1-0R THE ADEQUATE 5R,4CING OF ALL BTRUCTUR,4L Z 14 4 AND NONSTRJCTJRAL COMPONENTS DURING CONSTRUCTION. w N 1 DTL O.H. GAFAGE DOOR F)UCi� z_m NB-4 4-4 3-0 4" 8 04, DO NOT SCALE Df;PAWINGS. �URITTEN DIMENSIONS T,4KE PRECEDENCE OVER WHAT � � ,43 � I BATH DINING e O DRAWINGS 11'f,4�1' SC,4LE OR IF WRITTEN DIMENSIONS DO NOT EXIST WHICH AfRE [�� O z SCALE: N.T.S. VAULTE CLCs. `� (7 w 8-0 GLG. COUNTER AT 36" AFF O NECE SS,4RT FOR CONSTRUCT ION, THE CONTR,4CTOR MJST CONTACT THE DESIGNER P� V N Z H lob$ LAv LAv WG SHOWER TO 057,41N SA IE. INE , , 05- INEORM,4TION FOR THE 5,45IC L,4TOJT OF THIS DRAWING WA,5 5,4SED ON EXISTING OR w Ix U 0 � •o oo . o,, = I I WATE I N x H „ REF 1 FIELD DIMENSIONS ( F. D. ). CONTRACTOR MUST VERII-T IN FIELD ( V. I. FJ 00 a a I-� ww U I o• o•^ o INSULATION 2'-0' 5'-1" T-11" 2' 0" 1'- 5'-4" 8"141 2'-0" 3'-8" 2-10' a" cBs WALL °o,, °o,, _ _ ACTUAL CONDITIONS AS DISCOVERED AND O�BERVED ,4ND NOT11=� DESI�NE1� OF ^° o,^° 0 1/2" DRYWALL 4 4 I 4068 BF I I `p Q ,4NT D f SCREP,4NC f ES. I x 4 P.T. BUCK ATTACHED ° ° I II I I 45 TO CBS WALL W/ I"X4" PT. WRAP I P tITR y I 0(o, THE CONTRACTOR / OWNER IF OWNER 5UILDER �, IB BOLELT REBPONBIE3LE * 1-0R 1 I CASE HARDEN - KITCHEN Z I THE MEANS AND METHODS OF CONSTRUCTION, AND THE S,4FETT OF CONSTRUCTION NAIL, 3" FROM EDGE 4068 BF I `r VAULTED CLCs. I I AND 12 O.G. FIELD 3/16 x 1 I/4 EMBED TAPCONS 1` >�cao S1 SPACING 0 V-0" CLG. I 10'-IG" a� O (TYP.) I.UORIGER3. \ MAX. 1/4 SHIM PER OPENING SCHEDULE _ O-1- ALL WORK SH,4LL 5E RREFORMED 5�' CONTR,4CTORS I�OSSESSING VALID CERTIFIC,4TE,5 (NO WOOD) 10'-0" I a� A OF COMPETENCY AND OCCUf=ATIONAL LICENSES, RECOGNIZED AND ACCEPTED EST � WINDOW SINK W/m DISPOSA I - THE LOCAL GOVERNMENT HAVING JURISDICTION, OR INT OWNER- � NOTE: PLYWOOD FILLER I 0a. TO THE 5EST OF MT IGNOWLEDGE, THE PLANS AND SPECIFICATIONS SUE5MITTED MAY BE USED TO PAD , . , . n . 9'-10" 2'-2" - OUTOPENINGUSINGSAME o s° a e° ale° O - — !Dom' I — — � HEREWITH COMPLY WITH ALL EXISTING INTERPRET,4TION3 AND PROVISIONS OF THE � �l m NAILING AND INCREASING o °o,o °o,o ° r 2'- 2'-IG" 4'-6" 2868 L_ _ J ,4PPLICA5LE JILDING CODES AT THE TIME OF THE PL,4N3 PREPAf;RATION- NO TAPCON LENGTH THE EG�SS Q - - _ THICKNESS OF THE PLYWOOD _ „ '-1011 WARRANTY EITHER EXPRESSED OR IMPLIED IS HEREWITH GLEN. FILLER LINEN R/A AHu4 6 4' ,[ ASHER 0e- CONTR,4CTOR / OWNE R RI SHALL VEFY ALL DIMENSIONS R T P, ELATED TO AN4R �l T NOTE: T B WC AV — (VTW) _ _ PRIOR TO BUCK INSTALLATION - cA OF CONSTRUCTION PRIOR TO 5EGINNING WORK OR ORDERING E,45RICATED MATERIALS U APPLY A WATER RESITANT COATING 2068BF 2868 @ REQUIRED 1-0R CONSTRUCTION. (PER FBC RESIDENTIAL R-703.4) AC � �,4�H G I I @ O --I � 2868 I I H14LL I I LAUNDRY 10. ENGINEER 3 3EAL IS 1-0R APPROVAL 01- STRUCTIJFAL DESIGN ONLY. m 2 T�'F. UJINDOW E3UC DETA l VAULTEDCLG. 2868 $'-�" �LG. 11. ALL GL,433 IN H,4Z,4RD0J3 LOC,4TION3 TO COMPLY WITHR308. 43 5C,4LE. N.T.S. 2868 2868 — — WH 12. W,4LL ,4ND CEILING FINI5HE5 5H,4LL H,4VE ,4 FL,4ME=5PRE,4D CL,4551FIC,4TION OF NOT GRE,4TER THM 200. (R302.9.1) 0 DRAIN13. WALL AND CEILING FINI5HE5 5H,4LL HAVE ,4 SMOKE=DEVELOI=ED INDEX OF NOT GREATER THAN 450. (R302.9.2) (s) � BDR®®M Z — 0 Q 4068 BF � O 14. ALL TERMITE I�ROTECTION SHOULD COIYII�LT WITH R310 , PROPOSED HOUSE IN VERY I-IE,4V1' TERMITE AREA. � -,A- � 0 a I 3'-4" 4'-�' 2'-10" EGREss 1 ALL LJM5ER JSED SHOULD HAVE QUAL ITT M,4RKS I=ER R311.2 � e 1(o. TILE TO BE INSTALLED OVEN EIDER=CEMENT OR GL,455 1„IAT G`Yf=51JVl 5ACKER5. (R102.4.1 AND R102.4.2.). 4068 BF I Ci)l IN SHOWER SURROUND AREAS. 10'-0" " 2'10" 4" 4'4" L411 10'-10" 0 e 11. WEATHERING IS NEGL IG,45LE. LIFT ��DR®®M 3 R M 10. GYPSUM 50,4D COP C LIES WITH F5 702.3 sr.a�rl I � V-0" C G. / O 4 OEGRE55 1 / TYP. A3 - 41-1111 N 3' $" 8' ST. EUC E COUNTY BU ED NG DEPARTMENT PRODUCT APPROVAL SUBM TTAL AFF DAV T 2 45 aeLmuo 8�0" CLG — — O VAULTED CLG. u- R-13 INSULATION O coom� OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, 8c SKYLIGHTS:0 0 O N U LL MASONRY _ _ _ OPENING PRODUCT MODEL � M.O. FINISHED MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT APPROVAL U-FACTOR SHGC BUILDING DESIGN PRODUCT DESIGN BEAM (TYP) �,, N 0- 22" X 54" ID I SIZE, ATTIC ACCESS 20o AMP SIZE SIZE DESCRIPTION TYPE, SPACING & EMBEDMENT NUMBER PRESSURE PRESSURE 11I1 PANEL METER n n n n " " n n — — — � 1 EXTERIOR DOOR OPAQUE FIBERGLASS 41 1/2 X 83 36 X 80 THERMATRU N/A 1/4 z 3 1/4 TAPCONS 6 FROM EDGES, 12 O.0 FIELD FL 20468.1 .18 .01 +35.96/ -39.16 +50.0 / -50.0 20'-0" s" 2 EXTERIOR DOOR METAL 192" X 84" 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 PAINTED FINISH 3 25 SINGLE HUNG VINYL SH-610 SERIES 37 3/4" X 63" 36 1/4" X 62 1/4' 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 +31.52/-40.81 +50.0 -50.0 O RC`G� ON BLOCK WALL O 4 VINYL SH-610 SERIES 37 3/4" X 63" 36 1 4" X 62 1 4' CUSTOM WINDOW SYSTEMS ANNEALED 3 16"TAPCONS, " JL� a'-0 cLG. 25 SINGLE HUNG / / / 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 IN GARAGE 5 35 SINGLE HUNG VINYL SH-610 SERIES 53 1 8" X 63" 52 3 8" X 62 1/4' 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 Lu +37.52 -40.81 +50.0 -50.0 6 EXTERIOR SGD DOOR ALUM. 9000 SERIES 14"X 19 3 4" 12 5 8" 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 e 1 35 SINGLE HUNG VINYL SH-610 SERIES 53 1 8" X 63" 52 3 8" X 62 1 4 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 1211 8 25 SINGLE HUNG VINYL SH-610 SERIES 37 3/4" X 63 36 1/4" X 62 1/4' 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 c4� J1u r NOTE: ALL WINDOW AND DOORS SIZES DO NOT EXCEED MANUFACTURES MAXIMUM SIZES ON PRODUCT APPROVALS F PRODUCT MODEL MANUFACTURER ATTACHMENT METHOD PRODUCT APPROVAL BUILDING DESIGN PRODUCT DESIGN � a: � 0 TYPE SIZE SPACING EMBEDMENT & STIFFENER ETC. NUMBER PRESSURE PRESSURE ROOF UNDERLAYMENT SOPREMA SOPREMA, INC PEEL AND STICK FL 2569.1 ROOF SHINGLES IKO INDUSTRIES FIBERGLASS REINFORCED SHINGLE, 6 FASTENERS PER CODE FL 30310.1 SIDING STUCCO RINKER (3) LAYERS STUCCO APPLIED TO MASONRY WALL RAVINIA-4-RH SOFFIT STUCCO RINKER (3) LAYERS STUCCO APPLIED TO HIGH RIBBED METAL LATH NAILED TO TRUSS TAILS PER FBC R703.6.1, 1 3/4" FASTENER 6" O.C. PER ASTM C1063 SEC. 7.10.2.3 Date' 08-23-21 A3 HB HURRICANE PANELS METAL HURRICANE (SEE OPENING (SEE OPENING (TYPJ STORM PANEL ELCO PANELMATE PLUS 1/4" DIA. SCREW, 1 3/4" MIN EMBED. , MIN. 12 " O.C. FL16293-R2 PRESSURES ABV. PRESSURES ABV. O O MFG., INC. ) ) Scale: AS SHOWN 0000 0000 UJALL LEGEND AREA CALCULATICN5 Drawn: TS I 2'-8" 16'-0" 2'-8" 8140" 21'-4" 8" CONC.BLOCK 9 6-1" AFF LIVING 1,620 5F 29'-10" G,41R,4GE 412 5F L O O R FLAN 4" INT.PARTITION W/R-13 IN5ULATION ENTRY 45 5F 043 SC,4LE= 1/4" = P-0" 4" OR 6" INT.PARTITION FULL HEIGHT TOT,4L 2,011 5F CONNECTOF;� 5C �fi� EDUL REVISIONS DATE U= 3000 TRUSS/ UPLIFT C ONNECTOR/DEVICE CONNECTOR ALLOWABLE NAILS-QTY. 4 SIZE PER REMARKS / MEMBER FORCE O LOAD VALUES CONNECTION (10ol NAILS PRODUCT w cn �� MARK/ID N ARE 1 1/2 LONG FOR APPROVAL N SINGLE MEMBER TRUSS E UPLIFT LATERAL LATERAL C LOAD LOAD TAPCONS - QTY 4 SIZE 0 e CJ11 T PARALLEL PERPEND PER CONNECTION o1- 1f, e O TO BEAM TO BEAM o 0 "' R BOLTS - QTY 4 SIZE °J o V J31 P F2 PER CONNECTION o ` TYPICAL UP TO * SIMPSON 1-PLY �, v rN o = D C 1 1,5100 3400 1100 9- 0.148 X 1 1/2" NAILS FL-11413 f° M o In TRUSS 1S100 HETA 2O TRUSS +, — N fV TO SIMPSON 2-PLY J M r--) MASONRY IA55 I'aloo 34m0 1100 8- m.162 X 3 1/2" NAILS FL-11413 p -0 0 p oN• „.HETA 2,a TRU „ GIRDER TO WALL UP TO a 0 b� u-1318 SIMPSON MGt 22 - 0.140 X 3" GIRDER 2O 3,965 ��5 525 3965# 1-5/8"DIA. ANCHOR BOLT FL-10456 (MIN 5" EMBED) ............ ...aF�ys NOTE. ALL TRU55 TO TRU55 CONNECTION5 5�' TRU55 MI ANUS. °°",,,.`,,,PR 3 01/ 01 4 U 5 a a 8'-V CLNG V 5 I�1 2112 VAULT >>> 3 I 2e I 3 h'I 5 TRUSS END DETAIL W AI a 5 12. 2e 10 %> RIDGE 2r <\/�I 2e M A SQUARE CUT OVERHANG I rh a O 4 i �, ��- -�\ �\i V N N M -- I --/---------------- I -- W �_) N W 6 6-1/16" 3 , 2e 1 3 z 'CJ U HEEL HEIGHT a U " TYPICAL: a N W 14 6 5/8' CDX PLYWOOD DECKING NAILED TO TRUSSES V i w/ 2 1/2" X 0.131" RING SHANK NAILS, AS PER ZONES. u z z W W ZONE O : 2 1/2" X 0.131" RING SHANK NAILS 0 4"o.c. THROUGHOUT. O # a/ U 6 x 1'-0" ZONES 2@& 2f 2 1/2" X 0.131" RING SHANK NAILS 0 3"o.c. THROUGHOUT. 0.0a a 1.4 U O <r 6 ZONE O : 2 1/2" X 0.131 RING SHANK NAILS @ 4"o.c. THROUGHOUT. 6 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 7 INTERMEDIATE SUPPORTS IN THE PANEL FIELD. 11 Ca TYPICAL END DETAIL fPCCF NAILING ZONES 8 � � ISOLATE TRUSS FROM (Y� CONCRETE W/A GALV. METAL PAN OF A SINGLE S LAYER of"3fd FELT. 8'-V CLNG A SIMPSON HM91<T SRAP SIMPSON WTS Iry DIA. 8 -1 CLNG w/(4)I/4 DIA.X 2 y: TITEN SCREWS --u A 10 1 1/2 505 SCREWS TO INTO BEAM AND(6) INTO TRUSS AND(5) 10d x 1-1/2'NAILS INTO I/4"DIA.X 2 1/4"TITEN Tess, Cb� SCREWS INTO BEAM All BOND BEAM SIDE VIEW �1' AT MAIN SPAN TRUSSES WITH BOTH HMSKT N Al2 CLIP AND HTSMI6 UPLIFT=1980 LBS LLII rye FI = 190 LBS l.l_U F2 - 290 LBS A13 AT JACK TRUSSES I I J I USE HM%T U=2100 UPLIFT=" F1 - 610 BS Bs U=496 OUTSIDE FACE 1 A14 F2 - 200 LBS INSIDE FACE U=338' I AJ A15 u=311• W I MISSED ANCHOR DETAIL U=3000 0 Cu B 1 B 2 /� �� C_ W W W W GENERAL NO It E5: COP TRU35 5 B3 s o 0 � 'u I. ROOF LAYOUTS PROVIDED ON THESE PLANS HAVE BEEN USED U= 3000 P. B3 FOR STRUCTURAL AND ARCHITECTURAL DESIGN. TRUSS MANUFACTURER IS RESPONSIBLE FOR THE FINAL TRUSS LAYOUT, SPANS, AND ALL B3 TRUSS/HEADER ENGINEERING. CHANGES TO THIS LAYOUT THAT AFFECT STRUCTURAL OR ARCHITECTURAL DESIGNS AS SHOWN ON THIS PLAN LL1 8'-1" CLNG SHALL BE PROVIDED TO AND APPROVED BY THE DESIGNER AND/OR ENGINEER PRIOR TO THE FABRICATION OF TRUSSES. LL_ 2. WOOD TRUSSES SHALL BE FABRICATED BY A LICENSED WOOD TRUSS u=n31« FABRICATOR. TRUSSES SHALL BE FURNISHED IN ACCORDANCE WITH B5 E30TH ENDS DESIGNS PREPARED BY AND SIGNED AND SEALED BY A FLORIDA Okn Z REGISTERED PROFESSIONAL ENGINEER. TRUSS DESIGN SHALL FOLLOW CJ5 THE SPECIFICATIONS AS OUTLINED BY THE NATIONAL DESIGN 1 V SPECIFICATIONS FOR STRESS GRADE LUMBER," AND ITS FASTENINGS BY • AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVISION), AND c� CJ3 J3 0 WALL ALL I�f LEGEND "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD � U�J TRUSSES," BY THE TRUSS PLATE INSTITUTE. =3 CJ1 C 3. THE DESIGN AND SHOP DRAWINGS, AS WELL AS THE FABRICATION OF LL WOOD TRUSSES, WILL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE ENGINEER AT ALL TIMES. 1 L_ L_ L_ /j 4. THE HANDLING AND ERECTION OF WOOD TRUSSES SHALL BE IN RAVINIA-4-RH w ul -1.1 � --A --A u w ACCORDANCE WITH THE SPECIFICATIONS NOTED ON THE TRUSS O MANUFACTURER'S SHOP DRAWINGS. Date: 08-23-21 U= 3000 5. ALL ENGINEERED HEADERS AND METAL CONNECTORS BETWEEN Scale" As sHowN MATERIALS SPECIFIED BY THE TRUSS MANUFACTURER SHALL BE SUPPLIED " BY THE TRUSS MANUFACTURER. D ra w n: Ts 6. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS ON THE TRUSS LAYOUT p T IR j p R 74 m I N AND TRUSS ENGINEERING BEFORE THE START OF TRUSS MANUFACTURING. 1. ALL UPLIFTS CALCULATED 5Y TRUSS COMPANY HAVE BEEN REVIEWED AND APPROVED. 414 SCALE . 1/41 I - 1 ' - 0 SEE TRUSS MANUFACTURER'S SHOP DRAWINGS. ST. LUC E COUNTY BU LD NG DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFF DAB T REVISIONS DATE DEP 11-08-21 OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: FIBERGLASS SHINGLE ROOF (TYP.) OPENING PRODUCT MODEL # M.O. FINISHED MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT APPROVAL U-FACTOR SHGC BUILDING DESIGN PRODUCT DESIGN ID z I SIZE SIZE DESCRIPTION TYPE, SIZE, SPACING, & EMBEDMENT NUMBER PRESSURE PRESSURE 4 r 12 1 EXTERIOR DOOR OPAQUE FIBERGLASS 41 1/2" X 83" 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 2 EXTERIOR DOOR METAL 192" X 84" 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 3 25 SINGLE HUNG VINYL SH-610 SERIES 37 3/4" X 63" 36 1/4" X 62 1/4 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 +31.52/-40.81 +50.0 -50.0 v o N TOP OF BEAM 4 25 SINGLE HUNG VINYL SH-610 SERIES 313/4n X 63" 36 1/4n X 62 1/4 CUSTOM WINDOW SYSTEMS ANNEALED 3/16n n TAPCONS, 1 1/4 EMBED.,6n MAX FROM EDGE, 14 1/2n MAX O.C. FIELD FL 17234.1 .3 .26 +31.52 -40.81 +50.0 -50.0 Q Ln - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 35 SINGLE HUNG VINYL SH-610 SERIES 53 7 8" X 63" 52 3 8" X 62 1 4 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 +31.52 -40.81 +50.0 -50.0 N N o I.O 6 EXTERIOR SGD DOOR ALUM. 9000 SERIES 14"X 19 3/4' 12 5 8" 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 .� F 1-��� n n n r n n n n OH OH 7 35 SINGLE HUNG VINYL SH-610 SERIES 53 1 8 X 63 52 3 8 X 62 1 4 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 +31.52 -40.81 +50.0 -50.0 *= N +, m 8 25 SINGLE HUNG VINYL SH-610 SERIES 37 3/4" X 63" 36 1/4" X 62 1/4 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 p l0 p NOTE: ALL WINDOW AND DOORS SIZES DO NOT EXCEED MANUFACTURES MAXIMUM SIZES ON PRODUCT APPROVALS " ' b�•,, co FIN. FLR. may, U(TEMP) (EGRESS) c� H FIBERGLASS SHINGLE ROOF(TYP.) cl z A 4 I I� H a # NCH - TOP OF BEAM - 10 pZ �i OH OH N w U t � u�y z CA Phi W) a � U CEMENtItIOUS MATERIAL O x tO ON CONCRETE BLOCK U �D W � 44 a FIN. FLR. O O (EGRESS) (EGRESS) 6G,4LE: 1/4'' _ 11-01' SC/ LU cri FIBERGLASS SHINGLE ROOF(TYP.) JI�IJI � U 12 TOP OF BEAM (L 7- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10H 1 OH I OH El El CEMENTITIOUS MATERIAL = 7 F-,��'N CONCRETE BLOCK bo Cl L�LI FIN. FLR. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O O (EGRESS) L f L f 5C,4LE= 1/4" = 1'-011 6" L � FIBERGLASS SHINGLE ROOF (TYP.) GGK�L ® Lu 12 ®4 1Lu � z >L� (3u TOP OF BEAM � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .- C42ATW6 at OH °"►��, r = OH ADM OH77 °0- P.T.DWW BUCK IN APPLY AROUND DECORATIVE 0 �HATL-TiPROOFIMb IN GORNt:R AND 1LILJL > � SHUTTER(TYP) Lf A WALAM FASTM EXTUV 6-ALL {� ■ ■ ■ ❑ ❑ ❑ ❑ ❑ Pfli PRODUCT APPROYAl5. AROIAa TFE PACk r n 61 ❑❑❑❑❑ STUCCO of TIC wALL / U f BAND QAPPLr uauIv wATSRP+QaoPlrO uCF' ■ ■ ■ ❑ ❑ ❑ ❑ ❑ (TYP) °de'`rs°"resr'tc T°r'ur° RAVINIA-4-RN L`7CTDL101t FAGL OF 9UGIC AND 51LJ.. BUCK TO NUMU15RlT Date: 08-23-2I NSTALLATION E FIN.FLR NOTE: - - - - - - - - - - - - - - - - - - - - PRIOR TO BUCK INSTALLATION Scale: AS SHOWN !STALL MKXW OR DOOR,FASTEN PER PRODUCT APPLY A WATER RESISTANT COATING O O FIT DA���OR DWR FRME TO (PER FBC RESIDENTIAL R-103.4 AND (EGRESS) AAMA 114 FOR FLUID APPLIED MEMBRANES) Drawn: TS USE PROTECTO LUM2W BY PROTECTO WRAP WINDOW / DOOR OPENING WATE FROOPIN NTS REVISIONS DATE � o � o v) N o ?. N N M Fa ro o u? �1 J c 4, N M 0 � * bg'.. d6��2y U •h: ' O U z z w W w a z A rH a c v NAM rn � C) w C�619 Z u NCH N � w C� aa a U 12 FIBERGLASS SHINGLE ROOF ON PEEL AND STICK UNDERLAYMENT ON 5/0" CDX PLYWOOD SHEATHING S ATTACHED WITH RING SHANK NAILS(SEE 5HEETA-4 FOR SPACING !SIZE) ON APPROVED, PRE ENGINEERED LU cc) WOOD TRUSSES g 24" O.C. i_1 cc) 12 FIBERGLASS SHINGLE ROOF ON PEEL AND STICK UNDERLAYMENT ON 5/5" CDX PLYWOOD SHEATHING _ ATTACHED WITH RING SHANK NAILS(SEE SHEETA-4 FOR SPACING 4 SIZE) TOP CHORD \\ ON APPROVED, PRE ENGINEERED BRIDGING t BRACING TRUSS TO WALL CONNECTION PER fZ U WOOD TRUSSES -0 24" O.G. PER SHOP DRAWINGS \ CONNECTOR SCHEDULE llJ� (SEE SHEET A4) STRAPS PER SEE ELEVATIONS FOR WALL HTS. CONNECTOR SCHEDULE F 0-1 TOP CHORD \\ 0 0R(MAX.) BRIDGING ¢BRACING R-30 GATT INSULATION—/ Q,// PER SHOP DRAWINGS 1715--1 5/0" OR 1/2" DRYWALL (CLG) METAL DRIP EDGE c� SEE ELEVATIONS FOR WALL HTS. 1/2" P.T. NAILER 2 X FASCIA PROVIDE FIREBLOGKING SEE ELEv'S �, f (3)LAYERS OF STUCCO APPLIED TO HIGH RIBBED METAL LATH ATTACHED "RAT RUNS" TO OVERHANG OF TRUSS PER FBC R103.1.1 W/1 3/4"FASTENER �r s8'-0" (MAX.) ® ® FILLED U)/3000 PSI GROUT I 6"O.C.PER ASTM CI063 SEC.1.1023 W/ (3)LAYERS OF STUCCO APPLIED METAL DRIP EDGE (U)/1-• 5 a CORNER RETURN BAR I 1"X 24"SCREEN SOFFIT VENTING,NAILED TO TRUSS OVERHANG 30 LONG EACH WAY) BEFORE STUCCO APPLICATION 2 X FASCIA TO HIGH RIBBED METAL LATH NAILED I SEE ELEV'S (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) I VENTILATION REQUIRES 2,011/150 = 1324 SQ.FT. TO BOTTOM CHORD OF TRUSS W/ (3)LAYERS OF STUCCO APPLIED TO HIGH RIBBED METAL LATH ATTACHED ACTUAL VENTILATION IS 56 5a FT.OPEN AREA(AIR FLOW)PER VENT 2" LATH NAIL(13/4"PENETRATION) 6"O.C. TO OVERHANG OF TRUSS PER FBC R103.1.1 W/1 3/4"FASTENER 1 X 4 P.T. (TYP,) 1324/56 = 24.11 VENTS(25 VENTS TO BE PROVIDED) 6 O.C.PER ASTM C1063 SEC.1.1023 W/ CURTAIN NAILER OR EVERY 8. PER A5TM C1063 SEC.1.1023 1"X 24"SCREEN SOFFIT VENTING,NAILED TO TRUSS OVERHANG BEFORE STUCCO APPLICATION 1/2" DRYWALL ON ILL VENTILATION REQUIRES 2,011/150 = 13.84 SQ.FT. 3/4" FURRING STRIPS ON PRE-CAST LINTEL OVER OPENING FILLED U)/3000 PSI GROUT I ACTUAL VENTILATION IS 56 SQ FT.OPEN AREA(AIR FLOW)PER VENT ON GONG. BLOCK I (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) (U)/1-° 5 o CORNER RETURN BAR 13.84/5(o = 24.11 VENTS(25 VENTS TO BE PROVIDED) U)/ 4.1 FOIL BACK INSULATION 30" LONG EACH WAY) OR EVERY 8'. (NOT REQUIRED IN GARAGE) I WINDOW (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) PRE-CAST LINTEL OVER OPENING I POURED OR COIN PRECAST GOING SILL (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) I FILLED CELL W/(1)05 VERT.,30"LAPS, MA50NRY TEXTURE OVER I 10"HOOKS AT TOP AND BOTTOM CONCRETE BLOCK COLUMN(3-COAT5) WOOD BASE 4 TRIM (SEE FOUNDATION PLAN FOR SPACING) MASONRY COLUMN W/(1)15 VERT.,30"LAPS, MASONRY TEXTURE OVER 10" F T TOP AND BOTTOM CONCRETE BLOCK(3-COATS) (SEE FOUNDATION PLAN FOR SPACING) 4„-3000 PSI CONCRETE SLAB 4"-3000 P.S.I.GONG.SLAB F15ERMESH IN CONCRETE ON FIBER MESH IN GONG.ON I 6 MIL. VAPOR BARRIER ON COMPACTED, POISONED SOIL COMPACT SOIL FRONT ENTRY POUND � TOP OF SLAB � WITH DRIVEWAY AND WALKWAYS lip a a LL_ a a as a FINISH GRADE SLOPEDLu f1� 1� a 4 COMPACT FILL TO MIN. III III III III III III III as ` a a 14 a a III III III III III "� III III III III III III III III III III- 95% MAX MOD-PROCTOR III III III III III III III III I III III III III—I I I— III III III III III I� III III III DENSITY - IIIIIIIIIIIIIIIIIIII—III IIIIIIIIIIIIIIII =1 I I1 I I1 I I1 11 � III1 I I— SEE FOUNDATION PLAN FOR- 4a a` a a ° 11 1I III III III III III III III III III _CONC.FOOTING SIZE AND REINFORCEMENT - IIIIIIIIIIII IIIIII Lu III III III a III III- LU III III a a as _ a I III —I IIIIIIIIIIIIIIIII I I I I �I I I, , ,.III, III, , ,III � I I I IIIIIIIIIIIIII I I � ,I ,� — � IIIIII=III III III III IIISEE III III III - III=III=III=III=III=III=III=III ON PLAN FOR CONC. PAD SIIZE AND REINFORCEMENT III III, III III. , III„ ,I I I II III III III III III III III II �u. —III III III III III III III , � I '- �c cb � I I i1 I I1 I I1 I I ' RAVINIA-4-RH 2 T�'F=) f GAL ENT 5E CT f CN 1J74L L 5 C;Tf I �O Date: 08-23-21 SCALE. 3/4 = 1'-m" �1 SCALE: 3/4" = 1'-0" Scale: As sHlouN Drawn: Ts 2 V.T.R. III REVISIONS DATE I LAV ELECTRICAL BY1"I OLS LEGEND A, BLDCa. I LAv DEPT. II-08-21 2" V.T.R SHWR WC !b DUPLEX RECEPTACLE ® JUNCTION BOX EXHAUST EXHAUST FAN � BLDG. 01-20-22 DEPT. I 311 211 LAV u ® 220V RECEPTACLE © TV JACK VP VAPOR PROOF 2 SWITCHED RECEPTACLE V PHONE JACK-F'REWIRE ONLY 211 11 TUB 3u 3 FLOOR DUPLEX RECEPTACLE DOUBLE FLOOD - SOFFIT MOUNTED I 0 CEILING FAN OUTLET 2" \ � QUADRUPLEX RECEPTACLE � \ 11 3' SINK GFI GROUND FAULT INTERRUPTER © MG4NDE9GENT PENDANT FIMUFE-OEILMG MOUNTED DW WP WEATHERPROOF GROUND INCANDESCENT FIXTURE - CEILING MOUNTED 3° CsFI FAULT INTERRUPTER J I� \i L u VTR- S.V. I I CEILING FAN/LT.OUTLET 3u 2�� U INCANDESCENT FIXTURE - WALL MOUNTED � SINGLE POLE SWITCH Y \ /I \ HB I I 3 WAY SWITCH RECESSED HIGH —WP/GFI „ I � HAT W/TRIM II FPL 3 G.O. iy 11 4 WAY SWITCH ELECTRIC CO.METER 3" WASHER I 0 u Qo Oo 3 4 ELECTRICAL PANEL PUSHBUTTON `= DISCONNECT SWITCH FLUOR LIGHT Sh10KE/OA�SON MONOXIDE DETEGrOR (NIERLONVEOTED,MATTIZr W-K-UP) TO SEWER SYSTEM P�4NEL ELECTR I C�4L L0�41D C�4LCl�L�4T I ONS CI CUIT DESRIPTION CIRCUIT WIRE WATTS REMARKS FAN OUTLET % — \ ��'--��� NTS NO, POLE FRIP �J FAN OUTLET \� 00 1-8 LIGHT'S 4 RECEPTACLES 1 15 �14 4,86m 6 3 x SF. (ARC; FAULT) NOTE: ALL SHOWER NADS TO HAVE ANTI-SCALD VALVES 9,11 RANGE/OVEN 2 40 '� 8,000 NOTE: STUDOR VENTS (S.VJ MAY RE USED IN LIEU OF 2" V.T.R.'S 10,12 APPLIANCES 1 20 12 3,000 (GFI OUTLETS ONLY) S — 13,15 WATER HEATER 2 30 %10 4 500 D 14,16 DRYER 2 30 10 5,000 / 11,19 COND.UNIT 2 30 "8 ____ SD / 20,22 A.H.U.HEAT STRIP 2 (0 0 "6 10000 — / 23 DISHWASHER 1 20 12 1,500 (ARC FAULT) \� I 24 WASHER 1 20 %12 1,500 (CFI /ARC FAULT) Lt. �``I I 4-4 1. 4'-4 0 25 MICROWAVE 1 20 "12 800 (ARC FAULT) IN AA-1,L — Jr J I 26 BATHROOMS 1 20 "12 IWO (GFI OUTLETS ONLY) 21 GARAGE DOOR OPENER 1 2(0 "12 150 (CFI OUTLETS ONLY) 28 KITCHEN 1 20 "12 IWO (GFI OUTLETS ONLY) \ 29 REFRIGERATOR 1 20 "12 800 (ARC FAULT) / X7 \ 30 DISPOSAL 1 20 12 L300 (GFI OUTLETS ONLY) 31,33 LIFT STATION 2 20 12 1,200 I I 32-42 SPACE I I / WATERI�I I II REF III TOTAL LOAD: 35,7 1 O- 10,000 = 2 5,7 10 15T 10 KW 100% : 10,000 GrII I REMAINDER 40'r, 10,284 GFI A/C 10,000 6 100% : 10,000 z TOTAL: 30,284 240 = 126.18 AMPS / FAN OUTLET LJ Q O O I GFI o OVERHEAD 0 SERVICE \ I GFI 2(4/0) ALUM. SE CABLE \ — I O 1 C2 0) ALUM. SEE CABLE U DW I DISP — — � ` 200 A GFI LGFI J _� CFI cFI METER MAIN BREAKER Cn O SD _ o CsFI I GFI r-- DRYER � I R/A AHU DISC. WASHER IvTW) PANEL _ 120/240 VOLT l�l� �o ' II I w OMIT II II I CFI DISC. NOTE: (� INTERSYSTEM BONDING STRIP IS REQUIRED N T SC. �/CsFI / / I WH *4 G.U. CLAMPED TO O DRAIN FOOTING REBAR AND C.W.PIPE \ SD \ \ CLAMP TO CLOSEST NOTE: \ FAN OUTLET / I I ——, REBAR F OUTLET \\ 2PN�NEMA 3R 2R PLAN 40v A/C C 4 MAIN DISC. a PANEL DISC. I I I 42 CIRCUIT PANEL i) A/C RATED 10000 W I ALL WORK TO COMPLY WITH ` NEG AND LOCAL CODES WP/GFI di— NTS 20 A. CzFI Jt 20 A. / — — — NOTE : / A A.�. METER IN — — — 200 AMP PANEL L ALL ELECTfRf C,4L IN TEE ,4FE,4 LL- 1 I � � \ WP/CsFI 01= CONST�L1CTfON ��,4LL 1"1��T ® Lu � JILL- � Z — \ 2O1T NATIONAL ELEC7f;PfC,4L L" O � I CODE � I E LILI Doo OPENER 2. ALL GF-I fRECE74CLE6 TO 5E p luul 1 _ 7,41„1f=EfR fRE6167 4NT f=EFR NEC o 0 2O1T, AfR71CLE -40(o.12 LILI 3. FIROVIDE ,41RC FAULT CI1RCL1IT F1ROTECTION 1=E1R NEC 2O11 AFTICLE 210.12 RAVINIA-4-RH HB 4. FfROVIDE 7,41 1f=EfR fRE6167,4N7 Date: 08-23-21 \ fRECEf=74CLE& f=EfR NEC 2O17 0000 0000 Scale: AS SHOWN AfR71CLE 210.52 E�. ALL 5,4TI41ROO1„C CI1RCUITIR'' TO I4,4VE Drawn: TS FIRE-WIRE ONLT � � PRE-WII�ONLY— — _ — r-:;FCI F1ROTECTION 1=E1R NEC 2O11 - - - - - - ,41�TfCL� 21O.� ELECTfP,,, 1CAL L �41�1 SG,4LfE: 1/4'' = 1'-011 CAUTION!!! 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For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. PSF I By PSF Date DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 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. BUILDER: SYNERGY HOMES RES: N/A MODEL: RAVI N IA-4-G R ADDRESS: SPEC: CITY: COUNTY: DRAWN BY: JL JOB # : DATE: �03/20/21 SCALE: NITS REVISIONS: 1. 04/02/21 ADD ENTRY BEAM 2. 3. 4. \Builders . FirstSource 701 S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 5475