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HomeMy WebLinkAboutApproved master permit 2110-0358 Ravinia 3 left PLANSREVISIONS I DATE I I I DE51GN Cf;;;�ITEfRIA �"/ I vllilll � I � -1 m- 13 2 WIN I IN County ST- LUCIE TO 5UILD A 1-6TORM C55 51NGLE FAMIL"' RE5IDENCE building Department 5T. LUCIE COUNTI' Wind Design Criteria Wind Method 45CE I-1(o Main Wind Force Af=FLICA5LEn COIDES Des i g Res ist ing Roofing Material 54NGLE 1=5C 5UILDING CODE ITH (2020) EDITION Loading in P5F Rood R.D.L. Top Chord Live 20 1=5 C MECHANICAL CODE ITl� (2020) EDITION Top Chord Dead 15 4.25C RESIDNTIAL CODE ITl (2020) EDITION 5ottom Chord Live 10 Non -Concurrent F5C PLUMING CODE ITN (2020) EDITION 50ttom Chord Dead 10 3 NATIONAL ELECTRICAL CODE 2011 EDITION TOTAL Load 45 1.2 F:�A JJ I N GT 5 C H E � L� LE Duration Factor 1,25 Wind Speed 110mph (3 SECOND GUSTS) Top Chord C.5. 5heeting by builder. Al COVER SHEET / CODE INFORMATION 5ottom Chord C.S. Sheeting by builder. Highest Mean Peight 15'-0" � ��� I��/ � 5uiloling Type ENCL05ED A3 FLOOR FLAN 5uilding Category II:Non Restrictive Exposure Category C ROOF fL AN /,5TR?4f 5C�4D UL= 5arrier Island Occupancy Type No R3 ELEVATIONS Construction Type 5-5 51 UJALL SECTIONS / D TAILS Level of Alteration N/,4 1 ELECTRICAL FLAN/ FLUM51NG; RISER -0 b v O m O N N O >, N O ca l7 r14 .` * b N Nw L" �t m U- Z U w H (s) LL z Ali 1 ` �uu z 01 (S) RAVINIA-3-LH Date: 06-23-21 Scale: AS SHOUiN Drawn: is SUN<EN 5HOW R D TA f L SCALE= 3/4" = I'-0" 29'-Ira" BB-1 � F2 10'-011 1 L 0 F2 -0'-4" e FIN. FLR. b 51-011 AI_/ I, 4Y/ L 1� 1-011 31_0,1 2'doll /_I_21, ,_I10' 3''T" '7 I� I Y/ - O (#7) 8F12-1B1 O 8F16-1T 8F16-1B 6 4„ 1 O O O 00 °O — 531/8" X b3 3/4" MA. — — — — — — — — — — — 74 " X 81" M.O. Fl 2" X 9 A` 53D DOOR I (TYP.) MASONRY TEXTURE OVER Q I I CONCRETE BLOCK (3-COAT5) _01_O„ 1 3000 P.S.I. GONG. CURB FIN. FLR. 4"-3000 P.S.I. GONG. SLAB 0 1 0 FIBER MESH IN GONG. ON 4" CONCRETE SLAB (3000 P51) UJ/ 1 6 MIL VAPOR BARRIER ON (o X (o X 10/10 UJ.UJ.F. OR FIBRE MESH OVER HEIGHT VARIES o COMPACT, POISONED 501L W/GARAGE SLOPE ( MIL POLYETHYLENE VAPOR BARRIER 1 III ° O F1 OVER CLEAN, P015ONED FOR TERMITES, COMPACTED (TO Q = o p III III III 2500 PSF OR 95% DENSITY) FILL. i r II III ° I I III-IIIIII- 1 1 1I ° III- III FE e =1 I I1 I I I IIII1 I IIII1 I I I III 11 � I F2 t o of F -1 I - a O I I I � I 2 SEE R FOUNDATION PLAN FOP, Q F2 81`16-1T - CONC. PAD SIZE AND REINFORCEMENT 8" 31-9" 2'-6" 2'-6" I'�8"\31-01 X v 8F16-1B w 1 GARAGE CONC. CUR DETAIL A2 NITS Vol A2 I = I F1 I L �I F2 10 I 1 e I� O n 8F16-1T 81`16-1B x �O I cc N r 41.011 _/ II QII L411 pll 2'-II" 16'-1" EQUIP. PAD Hp N FIN. F1iLR. 3l 3/4" X 63 3/4" M.O J o I I O O O� 00 SFi6-1T m ° 1 8F16-1B 21 ll J 11_211 21_811 QII VO � o � O " 41, s -0'-4 F 8F12-1T (#7) m LLl FIN. FLR. 8F8-IT 't 8F12-18 / 8F8-1B " O Im 81`16-1T x O - S 8F16-1B _ I � F1 O 00 ,n 8F8-1T O 8F8-1B F3 L WH e 41,110/1 of � to 20'-0" QII 1 1-211 II-411 � I 1!/ I 'd2 -0'-411 FIN. FLR. ,u >L A F1 e I I e I m �I I� HB e I I e 1 1 C GARAGE DOOR tO .. — — — -RECESS L_ — — — — — — rl — — — — — -- O8F20-1T (#7) 8F20-1B 0-011 21'-411 V Q1_/ 1l 29'-10" FOUNDATION 4 E314M PLAN- 6CALE= 1/4" = I'-011 I SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS REVISIONS DATE 4Cwsr'4isrn SAFE LOAD - POUNDS PER LINEAR FOOT LATERAL TYPE LENGTH 8�8 8F8-OB 8F12-0B 8F16-0B 8F20-OB 8F24-OB 8F28-OB 8F32-OB 8U8 8F8 R EI N F. CMU* 8F8-1B 8F12-1B 8F16-1B 8F20-1B 8F24-1B 8F28-1B 8F32-1B 04'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 592 591 1057 2189 4375 6113 7547 8672 10294 11809 20 5'-10"(70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 340 339 607 1451 2622 4360 7168 6036 7181 8328 3O 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 424 534 363 1011 1729 2661 3898 5681 8467(44) 6472(15) ® 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 326 512 230 � o 752 1245 1843 2564 3486 4705(37) 6390 (a7) r✓- O ' " 17-4" 208PRESTRESSED ( ) N.R. NR NR NR NR NR NR N.R. 194 63 01, O 300 548 950 1326 -- 1609 1849 2047 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS ?` v J�� >. o Oro V' o 't O 00 c o o r r4 C�Rwm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T LENGTH , U, f-1 n: a ry « ,,,• ' 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 04'-6" (54') PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 O 5-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1 1492 2093 2694 3295 1 3897 4498 30 7'-6" (90") PRECAST 727 (23) 1065(26) 1624(31) 2025(26) 2426(26) 2827(25) 3228 (24) 727 1224 1624 2025 2426 2827 3228 ® 9'-4" (112") PRECAST 591 708(25) 1136(34) 1474(34) 1815(34) 2157(3a) 2500(34) 591 862 1318 1643 1969 2294 2619 5O 17'-4" (208") PRESTRESSED 187 255 1 404 (e) 520 (12) 637 (12) 754 (12) 872 (12) 192 303 1 500 1 732 993 (B)l 12681u) 1470(14) N ALL LINTEL AND BOND BEAM REBAR TO BE S, UNLESS OTHERUJISE NOTED. rh vZ NOTE: LOTT'S CONCRETE LINTELS MA1' BE SUBSTITUTED FOR CASTCRETE LINTELS AS LONG AS THE LINTELS MEET THE GRAVIT'1' AND UPLIFTS LOADS. = PRE=CAST LINTEL ►"I w a G;ENEIRAL NOTE ,5: a' N CONCRETE SHALL BE NORMAL WEIGHT CONCRETE EXCEPT UNLESS NOTED OTHERWISE. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 20 DAYS CURED FROM DATE: OF POUR AS FOLLOUJS= FOUNDATIONS ......... - ... - ................ 2,500 PSI SLABS -ON -GRADE ........................ 3,000 PSI BEAMS 4 COLUMNS ....................... 3,000 PSI LINTELS/ALL OTHER CONCRETE... 3,000 PSI ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 6m. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM AT A185 AND SHALL BE LAPPED ONE FULL MESH PANEL PLUS 2 INCHES AT SIDES AND ENDS± AND WIRED TOGETHER [jH j � v aj o 01 � V N , x � a a NNm N (-+ Z, 'j U O Z " 14 Z P4 U ww w U 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" --A BEAMS AND COLUMNS ......................... 1-1/2" FORMED CONCRETE BELOW GRADE ... 2" UNIFORM CONCRETE BELOW GRADE _. 3" ALL CONCRETE FLAT WORK TO TERMITE TREATED LNTEL IDE5fGN LOAID5 BEARING: 30 pelf LIVE LOAD (2011 psf TOP CHORE)) L 10 pelf DEAD LOAD (10# pelf BOTTOM CHORD) _ UPLIFT: 26 psf MINUS DEAD UJEIGHT OF BEAM (120 PLF) I. ALL LINTELS ARE SF10 -15/1T EXCEPT AS SHOUJN. RECESSED LINTELS M,4`I' BE USED FOR 5P,4NS < 9'-O" (9'-8" M,4X. LINTEL LENGTH). " 2. 4LL L0,4D5 41RE P.L.F. 3. ,4LL V,4LUE5 BASED ON MINIMUM 4 INCH 5E,41;RING. 4. LINTEL DEPTH MAY BE INCREASED AS NEEDED TO FIT OPENING, NO ADDITIONAL RE INF. REQ'D. 5EA�l T"rFES BB -I i BB-1 8F8-1B/1T 8F12-1B/1T 8F16-1B/1T 8F20-1B/1T ALL LINTEL AND BOND PEAM REBAR TO BE 15, UNLE55 OTHERWISE NOTED. 50NED 5EA�-1 MARK SIZE REINFORCEMENT REMARKS BOTTOM BARS TOP BARS BB -I 8" X S" X CONT. I I-'S CONT. I PERIMETER BEAM NOTE: AT INTERSECTIONS USE 1- #5 CORNER BAR 30" LONG, EACH WAY FOUND AT f C /CCL USN LEG;EN[D C-1 Oo 8"x8" GROUTED CELL UJ/I-, VERT. C-2 00 8"xI&" GROUTED CELL W12"5 VERT. MARK 51ZE (W X L) THICKNESS (T) REINFORCEMENT REMARKS BOTTOM BARS TOP BARS Fl 1'-2" CONT. 20" 2-05 CONT. ___ MONOLITHIC F2 1'-0" X CONT. 1211 1-05 --- THICKENED EDGE COLUMN PAD F3 Y-m" X 3'-011 12" 15 REBAR 6" O.C. EACH WAY TOP AT 16" BELOW FIN. FLR ® H Lu C� Z � z O 61 Z Lu II > Lu z L RAVINIA-3-1-H Date: 08-23-21 Scale: AS SHOWN Drawn: TS SIDE VIEW FRONT VIEW VENT NICE DETAIL 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 SCALE: N.T.S. a ° o °° o INSULATION 8" CBS WALL 1 x 4 P.T. BUCK ATTACHED ° a °• ° , 1/2" DRYWALL TO CBS WALL W/ I"X4" PT. WRAP 1 1/2" CASE HARDEN NAIL, 3" FROM EDGE 3/16"x 1 I/4" EMBED TAPCONS AND 12" O.C. FIELD SPACING MAX. 1/4" SHIM PER OPENING SCHEDULE (NO WOOD) WINDOW NOTE: PLYWOOD FILLER MAY BE USED TO PAID OUT OPENING U51NG SAME ° ° `° ° NAILING AND INCREASING `° `' n .aA% .a4% .° TAPCON LENGTH THE THICKNESS OF THE PLYWOOD N FILLER NOTE: PRIOR TO BUCK INSTALLATION APPLY A WATER RE51TANT COATING: (PER FBC RESIDENTIAL R-103.4) 2 T-T'f_ UUINDODU f5UC;< DETAL 43 5C,4LP:: N.T.S. 6 K FLOOR PLAN &C-4LE: 1/4'' = 1'-011 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 Ole" O.G. -FINIAWIFn M nna TTF. NON=SEARING WALL DETAL SCALP: 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 ROW OF FASTENERS IS ALL THAT IS BLDG. I DEPT. 11-05-21 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 SCALP: N.T.S. m 0 O O O Ln y O �0 r4 _ ca 4- — N aj 00 J C 4--, O THE CONTR,4CTOR 544LL VER11=T ALL EXISTING CONDITIONS WHICH WILL EFFECT � THE INST,4LL,4TION OF 4LL NEW WOF0 ,G_ IF DISCRER,4NCIES ,4RE DISCOVERED, w DESIGNER MUST 5E NOTIFIED 5EF-ORE RROCEEDING WITH 4NT MODIFIC,4TION TO W a THE ARRROVED DOCUMENTS. A ,4LL CONSTRUCTION 544LL WITH ,4LL STATE, COUNTT, 4ND LOC,4L CODES Z � ,4ND ,4RRL IC,45LE ,4MENDMEN75 ( L,4TES7 ED 1TION �. v a Nam N N T1�E CONTR�4CT0R IS RESRONSI�LE 1-0R T1�E ,4DEQU,4TE �R,4CENG O� ,4LL STRUCTUR�4L Z � W � w ,4ND NONSTRUCTUR,4L COM1=ONENT5 DURING CONSTRUCTION. W N DO NOT SC,4LE DR,4WING5. WRITTEN DIMENSIONS T,4KE 1=RECEDENCE OVER WHAT I DR,4WINGS M,4T SCALE OR IF WFITTEN DIMENSIONS DO NOT EXIST, WHICH 4RE U N 00-4 � w NECESSART FOR CONSTRUCTION, THE CONTRACTOR MUST CONT,4CT THE DESIGNER I E-+ TO 057,41N 6,4ME. INF-ORMATfON F-OR THE 5,451C L,4TOUT OF THIS DR,4WING W,4S 5,4SED ON EXISTING OR 0 u � a U MELD DIMENSIONS ( F. D. ). CONTR,4CTOR MUST VER11-T IN MELD ( V_ I. 1-J 2-04 a a U ,4CTU,4L CONDITIONS ,46 DISCOVERED ,4ND OBSERVED ,4ND NOTIFT DESIGNER OF ,4NT DISCREfi ,4NCIES. THE CON7R,4CT0R / OWNER ( IF OWNER 51Jf LDER ), IS SOLELY RESRON,515LE * 1-0R 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 1=OSSESSfNG V,4LID CERTIFIC,47ES 11 OF COMfETENCT AND OCCUi=,4TION,4L LICENSES, RECOGNIZED AND 4CCEFTED 5T � THE LOC,4L GOVERNMENT H,4VING JURISDICTION, OR 5T OWNER_ � TO THE BEST OF MT <NOWLEDG-;E, THE 1=L,4NS 4ND SRECIFIC,4TIONS SUBMITTED HEREWITH COMRLT WITH ALL EXISTING IN7ERRRET,47fONS ,4ND RROVISIONS OF THE <1 ,4RRLICA5LE BUILDING CODES 47 THE TIME OF THE PL,4NS RRER,4R,471CN_ NO WARR,4NTT EITHER EXFRESSED OR IMRL IED IS HEREWITH GLEN. CONTR,4CT0R / OWNER SH,4LL VERII=T ,4LL DIMENSIONS REL,4TED TO ,4NT }=,4RT --A OF CONSTRUCTION RRfOR TO BEGINNING UJORK OR ORDERING F,45RIC,4TED M,4TERI,4LS REQUIRED 1-0R CONSTRUCTION. ENGINEER' S SE,4L IS 1-0R ,4RRROV,4L OF: STRUCTURAL DESIGN ONLY_ ALL GLASS IN HAZARDOUS LOC,4TIONS TO COMRL,I' WITH R308.4 WALL AND CEILING FIN15HE5 6HALL HAVE A FLA4IE=5PREAD CLA55IFIGATION OF NOT GREATER THAN 200. (R302.9.1) WALL AND CEILING FIN15HE5 5HALL HAVE A 5M10<E=DEVELOFED INDEX OF NOT GREATER THAN 450, (R302.9.2) � ALL TERYIITE 1lROTECTION 5NOULD COMI=LT WITH R310 , PROP05ED NOU5E IN VERY HEAVY TERi IITE AREA. ,4LL LUMBER USED SHOULD H,4VE CCU,4L ITT M,4RKS RER R311.2 TILE TO 5E IN5T,4LLE1) OVER PLEB=CEI IENT OR GL,455 M4T GTR51JM 5AC,<ER5. 0RI02.4.1 ,4ND R102.4.2.). IN SHOWER SURROUND ,4RE,46. WEAT1-IERING IS NEGL IG ,45LE. GTRSUM 130,4RD COMRL I E S WITH 1-E3C 702.3 ST. LUC 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 HBERGLASS 41 1/2" X V 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 V 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 7 8" X V 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 8 25 SINGLE HUNG VINYL SH-610 SERIES 31 3/4" X V 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 .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 (SEE OPENING (SEE OPENING STORM PANEL ELCO PANELMATE PLUS 1/4" DIA. SCREW, 1 3/4" MIN EMBED. , MIN. 12 " O.C. FL16293-R2 MFG., INC. PRESSURES ABV.) PRESSURES ABV.) UUALL LEGEND 8" CONC. BLOCK 0 8'-1" AFF 4" INT. PARTITION W/ R-13 IN5ULATION 4" OR 6" INT. PARTITION FULL HEIGHT AREA CALCULAT f CN5 LIVING 1,440 5F GARAGE 4515E ENTRY 45 5F TOTAL 1,93(0 5F ® L c LLI —1 :z LLj II Z L RAVINIA-3-1-H Date: 08-23-21 S c a I e: AS SHOWN Drawn: TS CONNECTOfi� 5CHEIDULE REVISIONSI DATE I I C 01 50 CO' m In r- r- r- r- r- r- rl- rl- r- ti 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 * O TO BEAM TO BEAM R 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,Slm# 3400 1100 8- 0.162 X 3 1/2" NAILS FL-11413 NOTE: ALL TRUSS TO TRUSS CONNECTIONS 5 ' TRUSS 1„IANUR ff 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 SIDE VIEW 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 UPLIFT= 809 LBS FI 610 LBS OUTSIDE FACE F2 = 200 LBS WALL HT. LEGEND 32e O23 — — — — — — — — — — — .— RIDGE2r > < —-------- 3-------\� 3e \ TYPICAL: 1/8' CDX PLYWOOD DECKING NAILED TO TRUSSES w/ 2 1/2" X 0.131" RING SHANK NAILS, AS PER ZONES. ZONE O : 2 1/2" X 0.131" RING SHANK NAILS @ 4"o.c. THROUGHOUT. ZONES 22 & 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. OOF 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. MISSED ANCHOR DETAIL GENERAL NOTES: ROOF TRUSSES 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. C� c� 1 _ 111 14FF 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 0 o o v o r- fV rN a J N 4; 00 C 4- 0 0 0 c n nnp U z �H V z H � w w a z � a o N N N � 0zu N c�w� tj � �00aa 1.4 U LU V 773 C Ju II RAVINIA-3-LW Date: 08-23-21 S c a I e: AS SHOWN Drawn: Ts SCALE: 1/4I' - 11_0II 1. ALL UPLIFTS CALCULATED BY TRUSS COMPANY HAVE BEEN REVIEWED AND APPROVED SEE TRUSS MANUFACTURER'S SHOP DRAWINGS. FIBERGLASS SHINGLE ROOF (TYP.) ST. RUC E COUNTY BU LD NG DEPARTMENT PRODUCT APPROVAL SUBM 4 AFFIDAVIT OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: REVISIONS DATE BLDG I AD EPT. II-08-21 co OH TOP OF BEAM 4 12 O (TEMP) TOP OF BEAM m FIN. FLR O (EGRESS) E=Nmmoon' co FIBERGLASS SHINGLE ROOF (TYP.) OPENING ID PRODUCT MODEL i I M.O. SIZE FINISHED SIZE MANUFACTURER GLASS DESCRIPTION ATTACHMENT METHOD TYPE, SIZE, SPACING, & EMBEDMENT PRODUCT APPROVAL NUMBER U-FACTOR SHGC BUILDING DESIGN PRESSURE - 1 EXTERIOR DOOR OPAQUE RBERGLASS 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 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 3 25 SINGLE HUNG VINYL SH-610 SERIES 31 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 4 25 SINGLE HUNG VINYL SH-610 SERIES 31 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 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 6 EXTERIOR SGD DOOR ALUM. 9000 SERIES 14 " X 19 3 4" 12 5 8" X 80" CUSTOM WINDOW SYSTEMS TEMP. 3/1C TAPCONS, 1 1/4" EMBED., 6" MAX FROM EDGE, 21" MAX O.C. FIELD FL 11908.1 .6 .25 +35.96 -39.16 7 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 -40.81 801 25 SINGLE HUNG VINYL SH-610 SERIES 31 3/4" X 63" 36 1/4" 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 i .3 .26 +37.52/-40.81 I NOTE: ALL WINDOW AND DOORS SIZES DO NOT EXCEED MANUFACTURES MAXIMUM SIZES ON PRODUCT APPROVALS OH ON CEMENTITIOUS MATERIAL ON CONCRETE BLOCK �Q 4 Ll OH' EIEI FIN. FLR. ------------ Eo CEMENTITIOUS MATERIAL F CONCRETE BLOCK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O (EGRESS) 5C,4Lfz-% 1/4I1 = 1'-011 FIBERGLASS SHINGLE ROOF (TYP.) >r q �Q L1 m G) 1 �2 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O (EGRESS) SCALE- 1/411 = 1'-011 TOP OF BEAM SHUTTER (TYP N Em I ON I I ENO I EN] I ENI I EN: 11 ENI 1 FE, 1 FEN (D (1) FONT ELEVATION e�rr 19:1 TOP OF BEAM FIN. FLR ExTstm 4K MALL K14TISItPROCFINI6 rrsw my W.AD, SET P.T. ADM 3" 01 APPLY AFMC O C.NU MTVF*V GFIN5 IN CORNER AND URETHANE SEALANT. FASTEN ExT M 6' ALL MR PRODUCT AF7R01/A15. AF4" THE FACE CF T}E NALI_ (2)APPLY USJV WATSWROOFIN3 M45RAhC &4M 1NC TOP AND EXTMOR PALL OF RrK ANC 61U-. REFRE9ENT INSTALLATION SEDGE 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 LWVW BY PROTECTO WRAP WINDOW / DOCR OPENING WATERPROOFING NTS m o 0 o o �� aioC) a' -j, 0 .... n ni.p�0 �. U z c� z wW W a z A a C) N N N zM W rq � N ul c�wr4 Z 0 MI U 0 LLI LLI Lu II LLI LLL LLI n� RAVINIA-3-LH Date: 08-23-21 Scale: AS SHOWN Drawn: Ts REVISIONS DATE ABLDCz. 1 DEEPT. 111-05-21 12 FIBERGLASS SHINGLE ROOF ON PEEL AND STICK UNDERLAYMENT ON 5/0" GDX PLYWOOD SHEATHING ATTACHED WITH RING SHANK NAILS (SEE SHEETA-4 FOR SPACING 4 SIZE) ON APPROVED, PRE EENCzINEEE:RED WOOD TRUSSES e 24" O.G. \ / STRAPS PER CONNECTOR SCHEDULE TOP CHORD \\ BRIDGING 4 BRACING PER SHOP DRAWINGS SEE ELEVATIONS FOR WALL HT5. "RAT RUNS" e8'-0" (MAX.) • • METAL DRIP EDGE (3) LAYERS OF STUCCO APPLIED 2 X FASCIA TO HIGH RIBBED METAL LATH NAILED I SEE ELEV'S TO BOTTOM CHORD OF TRUSS W/ (3) LAYERS OF STUCCO APPLIED TO HIGH RIBBED METAL LATH ATTACHED 2" LATH NAIL ( 13/4" PENETRATION) 6" O.C.70 OVERHANG OF TRUSS PER FBC R103.1.1 W/ 1 3/4" FASTENER PER ASTM C1063 SEC.1.1023 I 6" O.C. PER ASTM C1063 SEC. 1,10,23 W/ 1" X 24" SCREEN SOFFIT VENTING, NAILED TO TRUSS OVERHANG BEFORE STUCCO APPLICATION VENTILATION REQUIRES 1,936/150 = 12.91 SQ. FT. FILLED UJ/3000 PSI GROUT I ACTUAL VENTILATION I5.56 SQ, FT. OPEN AREA (AIR FLOW) PER VENT (W/I-* 5 -a CORNER RETURN BAR 12.91 / 56 = 2325 VENTS (24 VENTS TO BE PROVIDED) 30" LONG EACH WAY) OR EVERY 8'. (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) PRE -CAST LINTEL OVER OPENING (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) MASONRY TEXTURE OVER CONCRETE BLOCK COLUMN (3-COATS) MASONRY COLUMN W/ (1)15 VERT. , 30" LAPS, 10" HOOKS AT TOP AND BOTTOM (SEE FOUNDATION PLAN FOR SPACING) 4"-3000 P.S.I. CONC. SLAB FIBER MESH IN CONC. ON COMPACT SOIL FRONT ENTRY POURED WITH DRIVEWAY AND WALKWAYS a d ° �, III III III III° III III �� � III III III III- �IIIIIIIIIIIIIII—III— IIIIIIIII—III =1 I I I I I I I I1 I I1 I I° III1 I I— _I III- 1 III III III III III III III III III CONC. PAD SIZE AND REINFORCEMENT EE FOUNDATION PLAN R ill III III III III III III III II I —III ,;, I I I IIIIIIIII—III I� 2 T�F f CAL NT'r SECTION C,1 SCALE:: 3/4 = 1'-0" 12 TOP CHORD BRIDGING 4 BRACING PER SHOP DRAWINGS "RAT RUNS"—' o8'-0" (MAX.) R-30 GATT INSULATIO 5/0" OR 1/2" DRYWALL (CLG) 1/2" P.T. NAILER PROVIDE FIREBLOCKING FILLED UJ/3000 PSI GROUT (UJ/1-* 5 6 CORNER RETURN BAR 30" LONG EACH WAY) (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) 1 X 4 P.T. (TYP,) CURTAIN NAILER 1/2" DRYWALL ON 3/4" FURRING STRIPS ON ON GONG. BLOCK UJ/ 4.1 FOIL BACK INSULATION (NOT REQUIRED IN GARAGE) WOOD BASE E TRIM 4"-3000 PSI CONCRETE: SLAB FIBERMESH IN CONCRETE ON 6 MIL. VAPOR BARRIER ON COMPACTED, POISONED SOIL I —III COMPACT FILL TO MIN. 95% MAX MOD -PROCTOR DENSITY SEE FOUNDATION PLAN FORS —ICI CONC. FOOTING SIZE AND REINFORCEMENT • 1 a IIIIIIIII III III ° d FIBERGLASS SHINGLE ROOF ON PEEL AND STICK UNDERLAYMENT ON 5/0" CDX PLYWOOD SHEATHING ATTACHED WITH RING SHANK NAILS (SEE SHEETA-4 FOR SPACING 4 SITE) ON APPROVED, PRE: ENGINEERED WOOD TRUSSES g 24" O.C. STRAPS PER CONNECTOR SCHEDULE SEE ELEVATIONS FOR WALL HT5. METAL DRIP EDGE 2 X FASCIA SEE ELEV'S (3) LAYERS OF STUCCO APPLIED TO HIGH RIBBED METAL LATH ATTACHED TO OVERHANG OF TRUSS PER FBC R103.1.1 W/ 1 3/4" FASTENER 6" O.C. PER ASTM C1063 SEC. 1.1023 W/ 1" X 24" SCREEN SOFFIT VENTING, NAILED TO TRUSS OVERHANG BEFORE STUCCO APPLICATION VENTILATION REQUIRES 1,936/150 = 12.91 SQ. FT. ACTUAL VENTILATION IS .5(o 5a FT. OPEN AREA (AIR FLOW) PER VENT 12.91 / .56 = 23.05 VENTS (24 VENTS TO BE PROVIDED) r OR EVERY 8'. n-/ -PRE-CAST LINTEL OVER OPENING (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) POURED CONC OR PRECAST CONC SILL FILLED CELL W/ (U 05 VERT. , 30" LAPS, 10" HOOKS AT TOP AND BOTTOM (SEE FOUNDATION PLAN FOR SPACING) MASONRY TEXTURE OVER CONCRETE BLOCK (3-COAT5) TOP OF SLAB FINISH GRADE SLOPED I II III III III III I� IIII�II III III III III I _ IIIIIIIIIIIIIIII :III I IIIIIIIIIIIIII � III III III III III III _III III III III III III ,i' IIIIIIIIIIIIIIII � II I,,I III�III II I IIIII�III Ii'' t�AeON� WALL SEC70N SCALE: 3/4" = 1'-0" � � O O O N Lf1 ca 4. — N 4; 00 J `` a.., O U z z w W W a z rH v A a o z W � NAM � C) C�N 6,? � O � zU O C��aa a�U Lu Lu z Q Lu 0 c� Lu —A 1LJL_Il l� cf) IIII IIII IIII III RAVINIA-3-LH Date: 08-23-21 Scale: AS SHOWN Drawn: TS 2" V.T.R. J I L PRE-WII;E ONLY PIRE-WIRE ONLY - - TO SEWER SYSTEM FL��IFDNG fZ5EfR NTS NOTE: ALL SHOWER HEADS TO HAVE ANTI -SCALD VALVES NOTE: STUDOR VENTS (S.VJ MAN' BE USED IN LIEU OF 211 V.T.R.15 ELECTRICAL SY1"f OLS LEGEND DUPLEX RECEPTACLE ® JUNCTION BOX ® EXHAUST FAN ® 220V RECEPTACLE © TV JACK VP VAPOR PROOF SWITCHED RECEPTACLE V PHONE JACK - PREWIRE ONLY FLOOR DUPLEX RECEPTACLE DOUBLE FLOOD - SOFFIT MOUNTED 1 0 CEILING FAN OUTLET QUADRUPLEX RECEPTACLE © NCANDESCENT PENDANT FIXIUFE - CEILMG MOUNTED - GFI GROUND FAULT INTERRUPTER WP WEATHERPROOF GROUND INCANDESCENT FIXTURE - CEILING MOUNTED \ GFI FAULT INTERRUPTER Y i SINGLE POLE SWITCH INCANDESCENT FIXTURE - WALL MOUNTED �/ I\ CEILING FAN /LT.OUTLET 3 WAY SWITCH RECESSED HIGH HAT W/ TRIM - FPL � q 4 WAY SWITCH - � lu ELECTRIC CO. METER 0 ELECTRICAL PANEL 4 PUSHBUTTON `= DISCONNECT SWITCH FLUOR LIGHT ® SMOKE/CASON MONOXIDE DETECTOR (NIERLOMIECMMATTEW W-K-UP) f= 4NEL ELECTR I C14L L0141D C14LCUL147I ONS CIRCUIT DESRIPTION CIRCUIT NO. POLE TRIP WIRE WATTS REMARKS 1-8 LIGHT'S E RECEPTACLES 1 15 14 4,320 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 (GPI 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: 35,1 i 0 - 10,000 = 2 r.,1 i 0 15T 10 KUJ 100% : 10,000 REMAINDER 40% : 10,0ro8 A/C 10,000 100% : 10,000 TLITAL: 30068 240 = 12528 AMPS METER 2(4/0) ALUM. SE CABLE 1 (2/0) ALUM. SE CABLE 2" CONDUIT 200 A MAIN BREAKER N ISC. PANEL 120/240 LIFT VOLT TALI NOTE: INTERSYSTEM BONDING STRIP IS REQUIRED AT THE MAIN SERVICE GROUND *4 G.U. CLAMPED TO FOOTING REBAR AND C.W. PIPE CLAMP TO CLOSEST REBAR NOT NOTE: GFI OUTLETS PER PLAN 2PNF-NEMA 3R 240V A/C d 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 1=>1R07EC7ION 1=E1R NEC 2017 AF,TICLE 210.0 REVISIONS1 DATE 5LDG. ,DEPT. 1 11-05-21 cal, c{l C) Lu Lu kn —1 z O Z LU II > L" z L RAVINIA-3-1-1-1 Date: 08-23-21 S c a I e: AS SHOWN Drawn: TS El ELECTfRICAL PLAN SCALE: I/4" = I'-0" CAUTION!!! Hatch Legend -0" A.FF TRUSS END DETAIL 19 Lilli an Digitally signed by Lillian Gonzalez G o n za I eZ Date: 2021.11.09 17:09:12 -05'001 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: MODEL: RAVI N IA-3-G L ADDRESS: SPEC: CITY: COUNTY: DRAWN BY: JL JOB # : DATE: 08/19/21 SCALE: NTS REVISIONS: 1. 2. 3. 4. kilders FirstSource 701 S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 5475