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HomeMy WebLinkAboutApproved ravinia 4 left PLANSREVISIONS I DATE 0 E1E1E:1E1E:1E:1E1 E1E1E:1E1E:1E:1E1 ❑❑E1E:1UUUUU FE111FL11 El FE11 M El FE11n County Building Department Wind Design Criteria Wind Design Method Roofing Material Loading in P5F Top Chord Live Top Chord Dead bottom Chord Live Bottom Chord Dyad TOTAL load Duration Factor Wind 5peed Top Chord G.B. Bottom Chord C.B. Highest Mean Night Building Type 5uilding Category Exposure Category Barrier Island Occupancy Type Construction Type Level of Alteration 5T. LUGIE 5T. LUGIE COUNTY Main Wind Force Resisting SHING�LE Roof R.D.L. 20 15 4.2 10 Non -Concurrent 10 3 45 1.2 1,25 110mph l3 SECOND GU5T5) Sheeting by builder. 5heeting by builder. ENGLO5ED II:Non Restrictive G No N/A Im ral TO 51J11=I) A 1=FOR�r C55 SINGLE PA111L= r RE51I)ENCE AFFL�CA5LE COE)ES F5G 51JILDING CODE ITH (22020) EDITION FE3C MECHANICAL GOIDE ITH (2020) EDITION F5C RESIDENTIAL CODE ITH (22020) EDITION F5G PLUME3ING COIDE ITH (2020) EDITION NATIONAL ELECTRICAL CODE 2011 EDITION SCk�EIDULE Al GO\/ER SHEET /CODS INFCfRMATION A2 FOUNpATION/ 5EAM PLAN A3 FLOOR FLAN A4 ROOF FLAN SCHEDULE A5 ELEVATIONS SI UJ,4LL SECTIONS / [DETAILS, El ELECTRICAL PLAN/ PLUM5ING R15ER - o v o C o N o N a_' N N N J C: 4- N M oN �$N.h4 O U z c� z w W W a Z A (H a 0 C , Q\ W W CN NON O� OOU �U/ " W � ,.a 04 U C�,00 .aa a U Z U w RAVINIA-4-LW Date: 08-23-21 S c a I e: AS SHOWN Drawn: rS F , 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. 10'-0" F2 LENGTH $�$ 8F8-1B 8F12-1B 8Fi6-1B 8F20-iB 8F24-1B 8F28-1B 8F32-1B 8U8 8F8 CMU* 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 592 591 1057 0 VARIES 2189 4375 6113 7547 (n 8672 10294 11809 1105 1173 1631 2090 2549 3009 3470 o 22 5'-10" (70") PRECAST 1062 340 339 607 1451 2622 4360 7168 6036 7181 8328 O 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 424 534 363 1011 1729 2661 3898 5681 8467(44) 6472(15) T ON SLAB � 699 1160 1625 2564 3486 2818 3302 `r F2 FIN. FLR ® 9'-4" (112") PRECAST 554 326 512 230 752 1245 1843 2564 3486 4705(37) 63901q o0 F2 BB-1 NR NR NR NR NR NR NR 0 17'-4" (208") PRESTRESSED N.R. N. R. 194 63 �n III 300 548 950 1326 1609 1849 2047 _� 1 111II 3 -1II 4 -0II 4 -6II 5 -0II N N C) SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS v N 3 8F12-1T 2 8F16-1T •� p M (10 F2 4„�08F12-1B H OSFi6-1B Cie►st-Cisrn SAFE LOAD - POUNDS PER LINEAR FOOT &-, c N M 00 00 • O O O O 00 >, o m o ci O° l4 " X 51" M.O. 53 1/8" X 63 3/4" MD. Qo TYPE 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T SF28-iT 8F32-iT V' fV — — — — — — — — — LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2" X 9 1/2" SCsD DOOR F1 1207 1940 2724 3508 4292 5077 5861 RECESS O 10 4'-6' (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 '1 5 U N 5 H O U/ R DETAIL @ 0 - 909 1492 2093 2694 3295 3897 4498 2?U z o 0 _0 z J 2 5' 10'(70") PRECAST y; A2 SGALE= 3/4" = 1'-0" r I r O 929 1492 2093 2694 3295 3897 4498 O 7'-6" (90") PRECAST 727 (23) 1065(26) 1624(31) 2025126) 2426126) 2827(25) 3228(24) * Qc+,,• 727 1224 1624 2025 2426 2827 3228 O4 9'-4" (112") PRECAST 591 708(25) 1136(34) 1474134) 1815134) 2157(34) 2500(34) 591 862 1318 1643 1969 2294 2619 MASONRY TEXTURE OVER O F1 II O° 5 17'-4" (208") PRESTRESSED 187 255 404 (12) 520 02) 637 (12) 754 (,2) 872 (,2) , 192 303 500 732 993 (6) 1268114) 14701u) CONCRETE BLOCK (3-COATS) I 4 CONCRETE SLAB (3000 PSI) UJ/ 3000 P.S.I. CONC. CURB I (o x (o x 10/10 UJ.0 P. OR FIBRE MESH OVER (o MIL POLYETHYLENE VAPOR BARRIER 4"-3000P.S.I.CONC. SLAB @ e ALL LINTEL AND BOND BEAM REBAR TO BE S, UNLESS OTHERUJISE NOTED. FIBER MESH IN CONC. ON I OVER CLEAN, P015ONED FOR TERMITES, COMPACTED (TO 6 MIL VAPOR BARRIER ON I 2500 PSF OR 959. pENSITY) FILL. NOTE. LOTT'S CONCRETE LINTELS MAY BE SUBSTITUTED FOR CASTCRETE LINTELS HEIGHT VARIES COMPACT, POISONED 501E I AS LONG AS THE LINTELS MEET THE GRAVITY AND UPL iFTS LOADS. W/GARAGE SLOPE o � p p O I -O'-O„ � W 0 FIN. FLR. = PRE =CAST LINTEL a r 3 -0" I -8" 2'-&" 2 -6" 3 -9" all Zj - o f GENERAL NOTE 3: CONCR T a o NNm _ _ III_ 0 A I CONCRETE SHALL BE NORMAL WEIGHT CONCRETE EXCEPT UNLESS NOTED OTHERWISE. ALL CONCRETE SHALL HAVE [jH 01 W s 8F16-1r I A MINIMUM COMPRESSIVE STRENGsTH AT 20 DAYS CURED FROM DATE: OF POUR AS FOLLOWS: SEE FOUNDATION PLAN FOR �r 8F16-1B x 2 I I N CONC. PAD SIZE AND REINFORCEMENT -co I A2 I 4" I 2 FOUNDATIONS....- ..............-......... 2,500 PSI �, Z 'U U 107 SLABS -ON -GRADE ........................ 3,000 PSI � O � I 0 I BE .. AMS 4 COLUMNS ......... .. .......... 3,000 PSI �"% 1 I � ��CA I LINTELS/ALL OTHER CONCRETE... 3,000 PSI A2 NTS ALL REINFORCING STEEL SHALL 5E DEFORMED BARS CONFORMING TO ASTM 4615 GRADE 60. � R � � V, U ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM AT A65 AND SHALL BE LAPPED ONE FULL MESH PANEL r►O x L — — — J PLUS 2 INCHES AT SIDES AND ENDS± AND WIRED TOGETHER. V � a a W U CALCUIM CHLORIDE SHALL NOT BE ALLOWED AS AN ADMIXTURE. o I - ADDITION OF WATER TO CONCRETE AT THE JOB SITE IS PROHIBITED. SI ALL CONCRETE WORK SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF ACI 315 AND ACI 301. e (TYP.) THE MINIMUM CONCRETE COVER TO REINFORCING SHALL BE AS FOLLOWS: - SLABS ON VAPOR BARRIER .............. 3" O BEAMS AND COLUMNS ......................... 1-1/2" FORMED CONCRETE BELOW GRADE ... 2" O UNIFORM CONCRETE BELOW GRADE ... 3" On 8F16-1B �A ALL CONCRETE FLAT WORK TO TERMITE TREATED LNTEL EDE5�GN LOAE:)e --A r � I PADP � BEARING: 30 pelf LIVE LOAD 110## pff BOTPTOMOCNORD) 10 pelf DEAD LOAD p FIN. FLR. _ UPLIFT: 2(o psf MINUS DEAD WEIGHT OF BEAM (120 PLF) m I FLR n, � - II - II L ALL LINTELS ARE SF10 -15/1T EXCEPT AS SHOWN. RECESSED LINTELS 8 I 5'-5 15 -5 3 -7 2 -9 14 8 1 3 4 0 MAY SE USED FOR SPANS — 9' -O" (9' -8" MAX LINTEL LENGTa-I). " 2. ALL LOADS ARE P.L.F. OL WH I WH 3. ALL VALUES SASED ON MINIMUM 4 INC,-4 SEARING. DRAIN I - 4. LINTEL DEPTH MAY BE INCREASED AS NEEDED TO FIT OPENING, NO "S m 1 G) ADDITIONAL REINF. REQ'D. 8FiO6-iT X I �1 m 8F16-1B (HPIit - I I o I F1 I- 3-1 3/4" X 63 — O o 0 0 0 o BB-1 Fl O O8Fi6-1T F2 8Fi6-i B . r 2'_011 3�_211 3 _4" 5 V-1 - O 8F8-1T F2 x nLU 2 _ �0 x 4" 18F8-1B � • • aN • • • • • • F2 I / 8FF121T1(B7) I a BB-1 8F8-1B/1T 8F12-1B/1T 8F16-1B/1T 8F20-1B/1T I = O 4" N N 88F88_iT — F3 ALL LINTEL AND BOND BEAM REBAR TO BE 115, UNLE55 0THERWI5E NOTED. 1B 8" I 20'-0" 8" 1'-2" I'-4" MARK 51ZE REINFORCEMENT REMARKS ® LLI � QC � F1 I BOTTOM BARS TOP 5AR5 O I BB -I 8" X 8" X CONT. --- 1-15 CONT, PERIMETER BEAM z e 1 m FI .o A2 FIN. FLR. _ I Z o - I NOTE: AT INTERSECTIONS USE 1- #5 CORNER BAR 30" LONG, EACH UJAY :z FCUNE)AT i CN/CCL USN LEr----:zEN[D z > u- �` I I � cc C-1 Q 8"x8" GROUTED CELL W/IM5 VERT. -�C QL RAVINIA-4-LH C-2 a O 8"x16" GROUTED CELL LU/245 VERT. 1 1/2" GARAGE DOOR I Date: 08-23-21 HB L RECESS —' FOCT N� 5CH D ��Scale: AS SHOWN0 N(i)xiXiAi)l Q130 0 0 (i)i MARK 51ZE (W X L) TH ICKNE55 (T) REINFORCEMENT REMARKS 16'-0" O SF20-1 B (#7) 2'_8 BOTTOM BARS TOP 5AR5 Drawn: Ts 21'-4" V-6" F1 1'-2" CONT. 20" 2-05 CONT. --- MONOLITHIC 29'-10" F2 1'-011 X CONT. 12" 1-5 --- THICKENED EDGE � I %AN- COLUMN PAD — SCALE= 1/4" = 1'-m" F3 Y-0" X 3'-0" 12" 15 REBAR 6" O.C. EACH WAY TOP AT 16" BELOW FIN. FLR SIDE VIEW FRONT VIEW VENT N f CAE D E TA f L= N.T.S. P.T. 2X�o BUCK ATTACHED WITH 3/8"x3"8LEEVE ANCHOR BOLTS (1-1/2"EM5ED) ON IZ" CENTERS (2000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. OR 1/4"x3" TAPCON SCREWS (1-1/2" EMBED) ON 14" CENTERS (29M PSI MIN. CONGIETE) OR 8" CENTERS (C-W BLOCK). I- MM. OD. WASHERS KQJIKI) WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. Im O.H. DOOR 0 1-*5 VERTICAL (TYP.) 2'-0" 1- O.H. DOOR 1 DTL 'a O.I . GARAGE DOOR BUG '43 SCALE: N.T.S. •o . p •o . p INSULATION 8" CBS WALL o °p.o °p. I x 4 P.T. BUCK ATTACHED ° C °•° a ° I/2" DRYWALL TO CBS WALL W/ I"X4" FT. WRAP 1 1/2" CASE HARDEN IAN IL, 3" FROM EDGE D 12" O.C. FIELD 3/16"x 1 1/4" EMBED TAPCONS SPACING MAX. 1/4'' SHIM PER OPENING SCHEDULE (NO WOOD) WINDOW NOTE: PLYWOOD FILLER MAY BE USED TO PAD OUT OPENING USING SAME NAILING AND INCREASING TAPCON LENGTH THE THICKNESS OF THE PLYWOOD °. °. n p n '6 FILLER NOTE: PRIOR TO BUCK INSTALLATION APPLY A WATER RESITANT COATING (PER FBC RESIDENTIAL R-103.4) TTP, WINDOW 5L�G< DETAIL 5C, 4LE: N.T.S. 6 0" WASHE (VTW) rrEmnu 29'-10" FL 00R FLAN &C-4LE: 1/4'' = 1'-011 L MASONRY BEAM (TYP) 01. 02. 03, 04, 05- Oro, 0-1. Oa. 0e_ I!. 5/8" DRYWALL ATTACHED TO TRUSS WITH 1 1/4" % SCREWS, 12" O.C. FIELD 8" O.G. BUTT JOINTS 1/2" DRYWALL BOTH SIDES — WALL ATTACHED WITH 1 1/4" % SCREWS, 12" O.C. FIELD 8" O.G. BUTT JOINTS WOOD BASE 4 TRIM CONT. 25 GAUGE METAL TRACK TOP AND BOTTOM W/ (1) A 10 SMS 6 24" O.G. 25 GAUGE CHANNEL SHAPED METAL STUDS 24" O.G. BOTTOM TRACK ATTACHED TO SLAB WITH HILTI PINS .145" DIA. X I" LONG o16" O.G. —FINIAWIFn M nna TTP. NON=SEARING WALL DETAL 5CALE: N.T.S. I. 2x P.T. ON SIDES OF MASONRY OPENING 2. FASTEN SIDES THRU JAMB 4 2x WITH REVISIONS DATE 1/4" x 4 1/2" TAPCONS, G " FROM THE TOP B BOTTOM 8 16" O.C. BETWEEN. A SINGLE SLOG. ROW OF FASTENERS IS ALL THAT IS I DEFT. 11-06-21 REQUIRED. 3. FILLED CELLS ON BOTH SIDES OF OPENINGS ONLY ONE SIDE REQUIRES 1 "5 VERT. MOR E= NOTE: PRIOR TO BUCK INSTALLATION APPLY A WATER RESITANT COATING (PER FBC RESIDENTIAL R-103.4) EXTERIOR DOOR 5UC< DETAIL SCALE: N.T.S. -a O N O 0)Lr) O� O in N i 1 N N 70 O O —m N rj M J i N M rq 0 0 � "ti. ` 1* . .. a ....N ON �,,.,,, 0 THE CONTR,4CTOR 544LL VER11=T ALL EXISTING CONDITIONS WPICP WILL EFFECT THE INST,4LL,4TION OF 4LL NEW WOR< IF DISCREP,4NCIES ,4RE DISCOVERED, w DESIGNER MUST 5E NOTIFIED 5EEORE PROCEEDING WITH 4NT MODIFIC,4TION TO a THE APPROvED DOCUMENTS. A ,4LL CONSTRUCTION 544LL COMPLY WITH ,4LL 5T,4TE, COUNTT, 4ND LOC,4L CODES Z � ,4ND ,4PPL IG,45LE ,4MENDMEN75 ( L,4TES7 ED 1TION �. v a Nam N N T1�E CONTR�4CT0R IS RESPONSIBLE FOR T1�E ,4DEQU,4TE �R,4CENG O� ,4LL STRUCTUR�4L Z � W � w ,4ND NON6TRUC7UR,4L COM1=ONENT5 DURING CONSTRUCTION. w N DO NOT SC,4LE DRAWINGS. WRITTEN DIMENSIONS T,4KE PRECEDENCE OVER W44T I DR,4WINGS M,4T SCALE OR IF WRITTEN DIMENSIONS DO NOT EXIST, WHICH 4RE U N 0 � w NECESSART FOR CONSTRUCTION, THE CONTRACTOR MUST CONT,4CT THE DESIGNER I E-+ TO 057,41N 6,4ME. INEORM,47fON FOR THE 5,46IC L,4TOUT OF THIS DR,4WING W,4S 5,4SED ON EXISTING OR a U MELD DIMENSIONS ( F. D. ). CONTR,4CTOR MUST VER11-T IN MELD ( V. I. FJ 00 a a 0-4ww U ,4CTU,4L CONDITIONS ,46 DISCOVERED ,4ND 05SERVED ,4ND NOT11=' DESIGNER OF ,4NT DISCREfi ,4NCIES. THE CONTRACTOR / OWNER ( IF OWNER E31Jf LDER ), IS SOLELY RESPON,515LE * FOR THE ME,4N6 4ND METHODS OF CONSTRUCTION, 4ND THE 5,4FETT OF CONSTRUCTION WORKERJ. � ,4LL UJORK SH,4LL 5E 1=RE1=0RMED 5T CONTR,4CTORS POSSESSING V,4LID CERTIFIC,4TES 11 OF COMPETENCT AND OCCU1=,4TION,4L LICENSES, RECOGNIZED 4ND 4CCIEPTED 5T THE LOC,4L GOVERNMENT H,4VING JURISDICTION, OR 5T OWNER- � TO THE 5EST OF MT <NOWLEDG-;E, THE 1=L,4NS 4ND SRECIFIC,4TIONS SUE3MITTED HEREWITH COMPLY WITH ALL EXISTING INTERPRETA71ONS ,4ND PROVISIONS OF THE <1 ,4PPLIC,45LE 51JILDING CODES 47 THE TIME OF THE PL,4NS PREP,4R,47ION- NO W,4RR,4NTT EITHER EXPRESSED OR IMPLIED IS HEREWITH GLEN. � CONTR,4CTOR / OWNER SH,4LL VERIF= ' ,4LL DIMENSIONS REL,4TED TO ,4NT }=,4RT --A OF CONSTRUCTION PRIOR TO 5EGINNING UJORK OR ORDERING E,45RIC,4TED M,4TERI,4LS REQUIRED FOR CONSTRUCTION. ENGINEER' S SE,4L IS FOR ,4PPRCV,4L OF 67RUCTUR,4L DESIGN ONLY. ALL GLASS IN HAZARDOUS LOC,4TIONS TO COMPLY WITH R308.4 WALL AND CEILING FIN15HE5 6HALL HAVE A FLA4IE=5PREAD CLA551FICATION OF NOT GREATER THAN 200. (R302.9.1) WALL AND CEILING FIN15HE5 5HALL HAVE A SMOKE=DEVELOPED INDEX OF NOT GREATER THAN 450, 0R302.9.2) � ALL TERYIITE PROTECTION 5NOULD COMPLY WITH R310 , PROP05ED NOU5E IN VERY HEAVY TER" IITE AREA. ,4LL LUM5ER USED eHOULD H,4VE CCU,4L ITT MARKS PER R311.2 TILE TO BE IN5T,4LLE1) OVER EIDER=CEMENT OR GL,455 M4T G`Yf=51JVl 5ACKER5. 0RT02.4.1 ,4ND R102.4.2.). IN SHOWER SURROUND ,4RE,46. WE,4THERING IS NEGL IG,45LE. GYPSUM 50,4RD COMPLIES WITH 1-5C 702.3 ST. EUC E COUNTY BU ED NG DEPARTMENT PRODUCT APPROVAL SUBM TTAL AMDAM T OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING ID PRODUCT MODEL 1 M.O. SIZE FINISHED 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 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. FIELD FL 17234.1 .3 .26 +37.52/-40.81 +50.0 -50.0 4 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 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 +37.52 -40.81 +50.0 -50.0 6 EXTERIOR SGD DOOR ALUM. 9000 SERIES 74 " X 79 3 4" 72 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 7 35 SINGLE HUNG VINYL SH-610 SERIES 53 1 8" X 63" 52 3 8" X 62 1/41 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 1 .3 1 .26 +37.52 -40.81 +50.0 -50.0 8 25 SINGLE HUNG VINYL SH-610 SERIES 37 3/4" X 63" 36 1/4" X 62 1/4'1 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 1 .26 +37.52/-40.81 +50.0 -50.0 NOTE: ALL WINDOW AND DOORS SIZES DO NOT EXCEED MANUFACTURES MAXIMUM SIZES ON PRODUCT APPROVALS PRODUCT MODEL MANUFACTURER ATTACHMENT METHOD TYPE SIZE SPACING EMBEDMENT & STIFFENER ETC. PRODUCT APPROVAL NUMBER BUILDING DESIGN PRESSURE PRODUCT DESIGN 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 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 HURRICANE PANELS METAL HURRICANE STORM PANEL ELCO PANELMATE PLUS 1/4" DIA. SCREW, 1 3/4" MIN EMBED. , MIN. 12 " O.C. MFG., INC. UUALL LEGEND 8" CONC. BLOCK 9 8'-1" AFF 4" INT. PARTITION W/ R-13 IN5ULATION 4" OR 6" INT. PARTITION FULL HEIGHT c{l RAVINIA-4-LH Date: 08-23-21 (SEE OPENING (SEE OPENING FL16293—R2 PRESSURES ABV.) PRESSURES ABV.) Scale: AS SHOWN AFREA CALCULATIONS I Drawn: TS LIVING 1,620 5F GARAGE 412 5F ENTRY 45 5F 043 TOTAL 2,0115E CONNECTOfi� 5CHEIDULE REVISIONSI DATE 6 E O u 50 Eo min r_�__, r_�__, r_�__, r_�__, r_�__, r-_ r-_ r11 r11 in m U U U W W W W W U U U Y um 3000 TRUSS/ UPLIFT C ONNECTOR/DEVICE CONNECTOR ALLOWABLE NAILS-QTY. 4 SIZE PER REMARKS / MEMBER FORCE O LOAD VALUES CONNECTION (Imd NAILS PRODUCT 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 T PARALLEL PERPEND PER CONNECTION :n O TO BEAM TO BEAM R �� F2 BOLTS- QTY 4 SIZE PER CONNECTION TYPICAL TRUSS UP TO * 1S100 I O SIMPSON HETA 20 1-PLY TRUSS 18100 3400 1100 9- 0.148 X 1 1/2" NAILS FL-11413 TO MASONRY IA SIMPSON HETA 20 2-PLY TRUSS 1,Sloo 3400 1100 8- 0.162 X 3 1/2" NAILS FL-11413 GIRDER TO WALL UP TO 3965# Y SIMPSON MGt 3,9650 1150 5250 22 - 0.140 X 3" GIRDER 1-5/8"DIA. ANCHOR BOLT FL-10456 (MIN 5" EMBED) NOTE. ALL TRU55 TO TRU55 CONNECTION5 5 ' TRU55 MI ANU1-. TYPICAL END DETAIL SIMPSON HM91<T W/ (4)1/4" DIA. X 1 1/2" 505 SCREWS TO INTO TRUSS AND (5) 1/4" C)IA. X 2 1/4" TITEN SCREWS INTO BEAM BOND BEAM AT MAIN SPAN TRUSSES WITH BOTH HM93KT CLIP AND HT5I116 UPLIFT- IWO LBS FI = 190 LBS F2 = 290 LBS AT JACK TRUSSES USE HM%T SIDE VIEW UPLIFT= 809 LBS F1 610 LBS OUTSIDE FACE INSIDE PACE F2 = 200 LBS MISSED ANCHOR DETAIL r`-� r`-r >(D\> 2e 3 •a ---------O GE 2r<' � 1O • I -------- \-- -2e I 3 \ TYPICAL: 1/8' CDX PLYWOOD DECKING NAILED TO TRUSSES w/ 2 1/2" X 0.131" RING SHANK NAILS, AS PER ZONES. ZONE Y : 2 1/2" X 0.131" RING SHANK NAILS 0 4"o.c. THROUGHOUT. ZONES 2@ & 2f : 2 1/2" X 0.131" RING SHANK NAILS 0 3"o.c. THROUGHOUT ZONE O : 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. GOOF NAILING; ZONES ISOLATE TRUSS FROM CONCRETE W/ A GALV. METAL PAN OF A SINGLE LAYER OF W FELT. SIMPSON HTSMI6 STRAP W/ (4)1/4' DIA. X 2 Ys' TITEN SCREWS INTO BEAM AND (6) 1Od x 1-1/2' NAILS INTO TRUSS. WALL SIT. LEGEND GENERAL NOTES: ROOF TRU,555 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 %-)E5IGN 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 v o C ' � 0 0 �a — 4--P J � M 4-N D�17�0Nrq r b��2rJ �� •�`..� U z z H � w w a z f~ �' o v N N m C, rn W 0zu V�� 4,0 0 -# aaU ()00aa x � � U LU V 773 RAVINIA-4-L14 Date: 08-23-21 Scale: As SHoWN Drawn: Ts SCALE: 1/41I - 11_0I I 1. ALL UPLIFTS CALCULATED BY TRUSS COMPANY HAVE BEEN REVIEWED AND APPROVED SEE TRUSS MANUFACTURER'S SHOP DRAWINGS. ST. RUC E COUNTY BU D NG DEPARTMENT PRODUCT APPROVAL SUBM TTAL AFF DAB T OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: FIBERGLASS SHINGLE ROOF (TYP.) REVISIONS DATE ADBL I t-T. EPT. II-ra8-21 Iro I 4 OPENING ID 1 PRODUCT EXTERIOR DOOR MODEL j I OPAQUE HBERGLASS M.O. SIZE 41 1/2" FINISHED MANUFACTURER SIZE X 83" 36" X 80" THERMATRU GLASS DESCRIPTION N/A ATTACHMENT METHOD TYPE, SIZE, SPACING, &EMBEDMENT 1/4" x 3 1/4 " TAPCONS 6" FROM EDGES, 12" O.0 FIELD PRODUCT APPROVAL NUMBER FL 20468.1 U-FACTOR .18 SHGC .01 BUILDING DESIGN PRESSURE +35.96/ -39.16 PRODUCT DESIGN PRESSURE +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 ON 3 25 SINGLE HUNG VINYL SH-610 SERIES n 37 3/4 n n , X 63 36 1/4 X 62 1/4 CUSTOM WINDOW SYSTEMS ANNEALED n n v n 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 � _ o O q o TOP OF BEAM 4 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 in o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 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 +37.52 -40.81 +50.0 -50.0 �, �, N v o 00 6 EXTERIOR SGD DOOR ALUM. 9000 SERIES v 74 X 19 n n n 3 4 72 5 8 X 80 CUSTOM WINDOW SYSTEMS TEMP. n n n n 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 (� fp = r' 4 iv ru 11-011 1,-0„ oY/N OH 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 J C � m 8 25 SINGLE HUNG I VINYL SH-610 SERIES 37 3/4" X 63" 36 1/4" X 62 1/4'11 CUSTOM WINDOW SYSTEMS I 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 0 I NOTE: ALL WINDOW AND [DOORS SIZES DO NOT EXCEED MANUFACTURES MAXIMUM SIZES ON PRODUCT APPROVALS �Q LU "..,n FIN. FLR ,, O O (EGRESS) (TEMP) FIBER31-ASS SHINGLE ROOF (TYP.) CEMENTITIOUS MATERIAL Q F CONCRETE BLOCK IQ� O O (EGRESS) (EGRESS) SCL 1/4'' = P-0 FIBERGLASS SHINGLE ROOF (TYP.) TOP OF BEAM 12 4 TOP OF BEAM '-Of OH FIN. FLR co OH OH am L -O OH El El CEMENTITIOUS MATERIAL ON CONCRETE 5LOCK--] FIN. FLR. O O (EGRESS) RIC`X��4T SIDE ELE\oo04TION1 TOP OF BEAM 11011 STUCCO BAND SHUTTER (TYP) FIN. FLR 0 3 (EGRESS) Q 11 T SEAL EIPM OF P.T. MOM BUCK TO O4 *WALL MKXW OR DOM FASMN PER PROOUCT APPROVAL NV SEAL WINDOW OR DOOR FRAFE TO PT. WOOD BUCK AND MASONRY ExTstm 4K MALL �C40ATWS ON WAT�PROOFIN6 k4mxw sw my ► .AD, SET P.T. ADM 3" OVeR APPLY AROUC O 0-V WATDIPROOFINS IN CORNER AND URETHAI SEALANT. FASTEN ExT M 6' ALL MR PRODUCT APPROVALS. AROUND TFE FACZ OF T}E WAL.I_ (2)APPLY USJV WATERPROOFIN3 M45RAFC &4M'11C TOP ANO EXTMOR FACE OF RrK AND SILL. NLK0 5 WEPRE51ENT NSTALLATION SEOEGE NOTE: PRIOR TO BUCK INSTALLATION APPLY A WATER RESISTANT COATING (PER FBC RESIDENTIAL R-103.4 AND AAMA 114 FOR FLUID APPLIED MEMBRANES) USE PROTECTO LUMW BY PROTECTO WRAP U z c� z wW o z A z NCH W rq U U N� OZa U�� Q��x P� a�U 0Maa � a 0 �C Z al RAVINIA-4-1-1-1 Date: 08-23-21 Scale: As SHOWN Drawn: Ts 10�20obmgw 5C,ALFE= 1/4" = 1'-011 WINDOW / DOCR OPENING WATERPROOFING NTS REVISIONS I DATE � o � o c � o M ca — 4-0 N rj M 0 � � 1 .............. ` ,Ne:��, ry b•�yd: _2iy o o':�❑ �• b o• U z z w W W a z rH v A a c z W c NAM � C) C� NCH U 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 6 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 fi 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 y: 0-1 �r TOP CHORD \\ Q8 0" (MAX.) BRIDGING ¢BRACING PER SHOP DRAWINGS R-30 GATT INSULATIO 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�, La(3) LAYERS OF STUCCO APPLIED TO HIGH RIBBED METAL LATH ATTACHED "RAT RUNS" BS"� TO OVERHANG OF TRUSS PER FBC R103.1.1 W/ 1 3/4" FASTENER �r �8'-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 (15 a CORNER RETURN BAR I 1" X 24" SCREEN SOFFIT VENTING, NAILED TO TRU58 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 CI063 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—RL 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) (15 o CORNER RETURN BAR 13.84 / 56 = 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 GONG 5I PRECAST CONC 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" HOOKS T TOP AND BOTTOM 4„ -3000 PCONCRETE BLOCK (3-COATS)SI CONCRETE SLAB I (SEE FOUNDATION PLAN FOR SPACING) 4"-3000 P.S.I. GONG. SLAB F15ERMESH IN CONCRETE ON FIBER MESH IN GONG. ON I 6 MIL. VAPOR BARRIER ON COMPACT SOIL FRONT ENTRY POUND COMPACTED, POISONED SOIL WITH DRIVEWAY AND WALKWAYS TOP OF SLAB LL- FINISH GRADE SLOPED rll Lu ° a ° —III III III III III III III III °°d a d a° III III III III III "� d 1, d COMPACT FILL TO MIN. II III III III III ° III III III III III III- 95% MAX MOD-PROGTOR DENSITY III III III III III III III III 1 III III III III—III- 1IIIIII1 1IIIIIIIIIIII=III III=III=III=III=III=I III III III III III III— III III III III __I III III III III III III III III II II Idll III III II III III III III III- � � -1IIIIII—III ° III —III_ SEE FOUNDATION PLAN FOR III III III III III III III III III III _ IIIIII—III d ° ` ° a ` IIIIIII CONC. FOOTING SIZE AND REINFORCEMENT =� 1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII=IIIi Lu EE -i I _I1 1 11 I I d� I I -� I II 111 I I I IIIII 1 11 I I I 1 11 I IIIIIIII 1 1i � =III= =III=III=III= =III=III= CONC. SIIZE AND REINFORCEMENT . PIII III 1 III . III , L I II I -ill III III III IIII III II III �u. � —III III „IIIII�III��Illliiilll��lllll, I�'- T"r1= f GAL ENT 5E CT f CN SCALE: 3/4 = 1'-0" SCALE: 3/4" = 1'-0" RAVINIA-4-LH Date: 08-23-21 S c a I e: As sHol Drawn: Ts J I L2 V.T.R. LAv I ELECTRICAL SY1"f OLS LEGEND WC . � 1C Y.I. J L_ DUPLEX RECEPTACLE 3 ® 220V RECEPTACLE 2" LAv SWITCHED RECEPTACLE 3° 2° TUB FLOOR DUPLEX RECEPTACLE 3" 2" WC 3 QUADRUPLEX RECEPTACLE SINK 3' GFI GROUND FAULT INTERRUPTER SINK Dui Wf WEATHERPROOF GROUND 3" GFI FAULT INTERRUPTER u S.V. 3 V.T.R. II I —I u 2J I " SINGLE POLE SWITCH 3�� I I 3 WAY SWITCH 3" C.O. 311 WASHER 4 WAY SWITCH 3 4 PUSHBUTTON `= DISCONNECT SWITCH TO SEWER SYSTEM FL��IFDNG fZ5EfR NTS NOTE: ALL SHOWER HEADS TO HAVE ANTI -SCALD VALVES NOTE: STUDOR VENTS (S.VJ MXl BE USED IN LIEU OF 2" V.T.R.'S METER WP/G PRE -WIRE my PRE-WI1t MT ELECMRICAL FLAN 6C,4LE: 1/4'' = 1'-011 ® JUNCTION BOX ® EXHAUST FAN © TV JACK VP VAPOR PROOF - PHONE JACK - PREWIRE ONLY / \ DOUBLE FLOOD - SOFFIT MOUNTED I 1 0 CEILING FAN OUTLET © INCANDESCENT PENDANT FIX LFE - CEILMG MOUNTED INCANDESCENT FIXTURE - CEILING MOUNTED INCANDESCENT FIXTURE - WALL MOUNTED I CEILING FAN /LT.OUTLET Y RECESSED HIGH \ \ _ HAT W/ TRIM FPL — lu ELECTRIC CO. METER 0 ELECTRICAL PANEL FLUOR LIGHT SMOKE/CARBON MONOXIDE DETECTOR (NtEW,a*CMMATIEZrW-K-UF) P,4NEL ELECTR I C4L L04D C,4LCUL,47I ONS CIRCUIT DESRIPTION CIRCUIT NO, POLE TRIP WIRE WATTS REMARKS 1-8 LIGHT'S 4 RECEPTACLES 1 15 14 4,860 A 3 X SF. (ARC FAULT) 9,11 RANGE/OVEN 2 40 08 8,000 10,12 APPLIANCES 1 20 12 3,000 (GFI OUTLETS ONLY) 2 13,15 WATER HEATER 2 30 %10 4,500 14,16 DRYER 2 30 %10 5,000 11,19 COND. UNIT 2 30 "8 - - - - 20,22 A.H.U. HEAT STRIP 2 60 % 10,000 23 ISHWASH I im 15 (AR(- FAULT) D ER 0 , 00 24 WASHER 1 20 %12 1,500 (GFI /ARC FAULT) 25 MICROWAVE 1 20 "12 800 (ARC FAULT) 26 BATHROOMS 1 20 "12 1,500 (GR OUTLETS ONLY) 21 GARAGE DOOR OPENER 1 20 "12 150 (GFI OUTLETS ONLY) 28 KITCHEN 1 20 "12 1,500 (GFI OUTLETS ONLY) 29 REFRIGERATOR 1 20 "12 800 (ARC FAULT) 30 DISPOSAL 1 20 �12 800 (GFI OUTLETS ONLY) 1 31,33 1 LIFT STATION 1 2 120 112 11,200 1 1 32-42 1 SPACE OVERHEAD SERVICE TOTAL LOAD: 35,710 - 10,000 = 25,710 15T 10 KW 100% : 10,000 REMAINDER 40% : 10,284 A/C 10,000 100% : 10,000 TOTAL: 30,284 240 = 126.18 AMPS METER CLAMP TO CLOSEST REBAR NOT 2(4/0) ALUM. SE CABLE 1 (2/0) ALUM. SE CABLE 2" CONDUIT 200 A MAIN BREAKER PANEL 120/240 VOLT NOTE: INTERSYSTEM BONDING STRIP IS REQUIRED AT THE MAIN SERVICE GROUND *4 G.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 10000 W ALL WORK TO COMPLY WITH NEC AND LOCAL CODES NTS L ALL ELEC7FfC,4L IN TEE ,4FE,4 OF CONS7FL1C7f ON &�44LL 1 IEE7 TEE F�,IECQL IFRE1 1EN7& OF TEE 2017 N,4710NAL ELECTf;Df C,4L CODE 2.ALL GF-I fRECE74CLE6 TO 5E 741„1f=EfR fRE6167 4NT FEF NEC 2017, AfR71CLE .40(c.12 �. f=:>FOvIDE AfRC FAULT C f 1RCL1 f FlROTECTION 1=>E1R NEC 2011 AIRTICLE 210.12 .4. FfROVIDE 7,41„Cf=EfR fRE6167,4N7 fRECEF7,4CLE6 f=EfR NEC 2017 AfR71CLE 210.52 5-ALL 5,47141R001„C C f 1RCU f 7lR ' 70 14,4VE r-:;FCf FfR07EC71ON 1=E1R NEC 2017 AF,TICLE 210.0 REVISIONS DATE eLDI DEFT. DEFT. II-08-21 5LDG. 2 DEPT. 01-20-22 cal, c{l RAVINIA-4-LH Date: 08-23-21 S c a I e: AS SHOWN Drawn: TS El CAUTION!!! L7 I co L0 L0 CY) U U U W W W W W W W W W U U U o CJ11 I I CJ1 I I I I I N IIL o CJ31 --- I I i I i GD I l I CJ3 CJ51 , a ---- 114' i 9' I c rl I I I I j l I I I CJ5 o o - — — — — ----- I I I 2 ----- - - - - - - - o I I o 3 - - - - - --------- I I I o - I j I I � - 4 — — — — ------------ I o ------- --------- 0 5 — — — — — ---- 0 8'-1" CLNG 5 0 --- � -- ----- 2/12 VAULT >>> o 5 o---- ----------------- 0 5 5 — — — — — — — — --- 0 0 - 6 ao o---- - 6 --- — — — — — — — — — — — — — — — — — o - - Ln g----- ---------------- — 0 - 0 - 6 ----- ---------------- — 0 ------- - - - - - - - - - - - - - - - - - 0 - 6 ----- ---------------- — - 0 0 7 0 �_� o 0 7 — — co o o 0 11' 3" ---- — 121911 o g ---- — A9 --- 8'-1" CLNG — I 8'-1" CLNG o A10 I Al I I - I n i o Al2 o - A13 I > - I N I I I 1' 8 1/2" 112" 00 B1 - I I I I 0 - X in CJ1 7 0 - B2 - 133 7, W ti w W Lj W 0 _ B3 a 0 B3 8'-1" CLNG _C 134 0 0 - B5 CJ5 C J 5 0 CJ3 CJ3 CJ1 CJ1 Li cM L0 ti r— ti ti ti L0 CM U U U W W W W W U U U v 211411 81611 29' 10" Hatch Legend TRUSS END DETAIL 19 i I I ian Digitally signed by Lillian Gonzalez G on za I ez Date: 2022.02.09 12:34:03 -05'00 1 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 ROOF LOADING TRUSS END DETAIL 19 i I I ian Digitally signed by Lillian Gonzalez G on za I ez Date: 2022.02.09 12:34:03 -05'00 1 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 ROOF LOADING TCLL: 20 PSF TCDL: 15 PSF BCDL: 10 PSF TOTAL: 45 PSF DURATION: 1.25 FLOOR LOADING TCLL: PSF TCDL: PSF BCDL: TOTAL: 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. PSF I By PSF 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. BUILDER: SYNERGY HOMES RES: N/A MODEL: RAVI N IA-4-G L ADDRESS: SPEC: CITY: COUNTY: DRAWN BY: JL JOB # : DATE: 03/20/21 SCALE: NTS 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