Loading...
HomeMy WebLinkAboutBUILDING PLANSREVISIONSI DATE 0 ❑n❑nC❑n❑n❑n❑❑n E:1 E1-- I ::1UUUUU KE .1 FL AN I- - L�J L�J [DESIGN Cf;;�ITEFRIA 0 CO N v N O O OO M O O v N l7 O O O n 0 N O 6 O Q ^ Ovi.E�V CNo Q Z J W O V V 0 z y: U Z z w w W a Z rH A a o v NAM aO�`W W aam W� N#Ei U N CA W � � W 0 014�x � W�U d �� aa W U co LL- LH County 5T, LUCIE TO 5UILE) A 1=5TCF,r C55 SINGLE RE511DENCE l5uildine Department 5T. LUCIE COUNTi Wind Design Criteria 45CE 1=16 Wind De5ier Methool Main Wind Force Res ist in AFFL�C45LE CCEDES N❑RTH Roofing Material 54NGLE F5C, 5UILE)ING CODE ITH (2020) EDITION > Loading in F5F Roof .[).L. Top Chord live 20 F5C MECHANICAL CODE ITH (2020) EDITION 430 ��ILLA � Top Chord Dead 15 -4.2��INTf CO �T �2020� f TION � 5ottom Cord Live 10 Non -Concurrent F5G FLUM15ING CODE ITH (2020) EDITION LUCIE, FL 349a3 50ttom Cord Dead 10 3 NATIONAL ELECTRICAL CODE 2011 EDITION TOTAL Load .45 1.2 Duration Factor 1.25 E:)�AUJG SCH Q Wind Speed IlOmph (3 5ECONE) U5T5) L ®p Chord C.5. Sheeting by builder- Al COV SHEET / CODE 1NFO MAT1ON z 5ottom Chord C.5. Sheetire by builder. ke�est Mean Height 1E�'=011 2 FOUNDATION/ 5 XM FLAN 5ui ld ine Type ENCLOSED Aa NUDSON-4 -LN l5uilding Category 11.Non Restrictive Date: of-30-2i Exposure Category C A4 FR00F FLAN /ST .4f SCH FDL�L Scale: ASSHOUIN 5arrier Island No 45 ELEVATIONS Drawn: TS Occupancy Type fR3 Construction Type 5_5 51 WALL SECTION& / E)TALL Level of Alteration N/A 1 ELECTRICAL FLAN/ FLUM5ING R,15EIR e in m 8" 1'- 2'-8" �I FI O 1 X I 81`i6-1T ;t 8F16-16 j rlm E 4'-0" 1'-0" EQUIP. PAD -0'-6" FIN. FLR O �I 8F16-1T m 8F16-16 XI rI— t<1 LYl o o I 8" O I • I i I A2 I o I • I HB O OOC 2'-a' 2" SUN<EN 5HOWEfR DETAIL v F2 c� 2'-1" SCALE- 3/4" = P-0" IC=SCIW MASONRY TEXTURE OVER CONCRETE BLOCK (3-COAT5) 3000 P.S.I. GONG. CURB 40'-0" O8Fi SF16-16-16 -13" X rill M.O_ FI RE -CENTER OPENING 0 HEIGHT VARIES W/GARAGE SLOPE 4" CONCRETE SLAB (3000 P51) UJ/ 6 x 6 x 10/10 UJ.UJF. OR FIBRE ME5H OVER 6 MIL POLYETHYLENE VAPOR BARRIER OVER CLEAN, POISONED FOR TERMITES, COMPACTED (TO 2500 P5F OR CJ i% DENSITY) FILL. r� a — — — — — — — — — — — — — — — 4" sl BEARING WALL NOTE: ATTACH BEARING WALL F3 TO CBS WALL W/2 X 4 P.T., 1/4 DIA. I G TAPGON 8" O.G. STAGERED I (2" MIN EMBED) F1 20'-0" 14" I'_on 3'-(o" 11- -0'-4" 1 1/2" X 83" M.O. FIN. FLR. 4 I Lu 8RF14-iT O 8RF14-iB o I F2 F1 I o O 1 8178-1T (#7) 8F8-1B 1 1/2" GARAGE DOOR RECESS FI 1 - - m n ® 8F20-1T (#7 REBAR) 16'-0" 8F20-1B 21'-4" BB -I 2'-8" 4"-3000 P.S.I. GONG. SLAB FIBER MESH IN CONC. ON 6 MIL VAPOR BARRIER ON COMPACT, POISONED SOIL - ° p IIIIII—III °° o° IIII III III III III II IIIIIIII I— � I I I I I I I IIIIII1 I I— _ SEE FOUNDATION PLAN FOR GONG, PAD SIZE AND REINFORCEMENT (f-;ARAG-4E GONG. CWR5 DETAIL. NTS 10'-0" 5'-5" ®8F8-1T (#7) SF4 8F8-1B 00 o � F2 I s 10(�oLu m � J X 8F16-1T F2 8F8-1T (#7) v 8F16-iB _0 _q 8F8-16 m _ FIN. FLR all I'-10" 6'-2" 2'-0" 1 1.1 O 8RF14-1T 4„ 8RF14-18 1111 o 00 000 L — l4"X61"M.O. O° all 2" X 9 1/2" SGD DOOR F1 16 RECESS Om 1 m = I4 81`16-1T c'� X 81`16-113 in I� r ° Im I I SI - TYP o v o v 1 411 L- —1 J @ I 31 3/4" X 63 3/4" M.O. 0 0 8Fi 1,8F 5'-4" Y-2" SCALE= 1/4" = 1'-0" r 5'-4" G;ENEf;Z4L= NOTES: C ON C fRTE SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS REVISIONS DATE CONCRETE SHALL BE NORMAL WEIGHT CONCRETE EXCEPT UNLESS NOTED OTHERWISE. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS CURED FROM DATE OF POUR AS FOLLOWS: CCRrn SAFE LOAD - POUNDS PER LINEAR FOOT LATERAL FOUNDATIONS_.._.._.._.._.._... 2,500 PSI 81`8-013 81`12-013 81`16-013 8F20-OB 81`24-013 81`28-013 81`32-013 R EI N F. SLABS -ON -GRADE.....- ................ 3,000 PSI LENGTH TYPE SUS 8F8-iB 8F12-1B 8Fi6-1B 8F20-1B 8F24-18 8F28-1B 8F32-1B 8U8 8F8 CMU* BEAMS 4 COLUMNS_..._.._.._.._ 3,000 PSI 1969 2110 2931 3753 4576 5400 6224 LINTELS/ALL OTHER CONCRETE... 3,000 P5I0 4'-6" (54") PRECAST 1599 592 591 1073 2189 4375 6113 7547 (7) 8672 10294 11809 ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60. 2 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 507 721 490 O 1238 2177 3480 5381 8360 10394(37) 8825 (,4) ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM AT A155 AND SHALL BE LAPPED ONE FULL MESH PANEL 1011 1729 2632 2205 2698 3191 3685 30 7'-6" (90") PRECAST 743 424 534 363 PLUS 2 INCHES AT SIDES AND ENDSt AND WIRED TOGETHER 1011 1729 2661 3898 5681 8467 (a4) 6472(,5) 535 890 1247 2093 2777 2163 2536 CALCUIM CHLORIDE SHALL NOT BE ALLOWED AS AN ADMIXTURE. ® 10'-6" (126") PRECAST 475 643 1052 1533 2093 2781 364308) 4754(45) 284 401 180 T o m N 424 706 1002 1326 1697 2127 2630 o r^ n3 0 ADDITION OF WATER TO CONCRETE AT THE JOB SITE IS PROHIBITED. O 14'-0" (168") PRECAST 279 205 293 100 � a`)i t7 0 00 C m - 442 706 1002 1326 1697 2127 2630 c 76 11 0 0 0 r o NR NR NR NR NR NR I NR N 0 o Q o ALL CONCRETE WORK SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF ACI 315 AND ACI 301. ® 17'-4" (208") PRESTRESSED N.R. N.R. 194 64 0 �' 'L ry 0 N 300 548 950 1326 1609 1849 2047 o w THE MINIMUM CONCRETE COVER TO REINFORCING SHALL BE AS FOLLOWS: .� " 'a)¢ p J o SLABS ON VAPOR BARRIER _..._.._. 3" SAFE UPLIFT L❑ADS F❑R 8" PRECAST & PRESTRESSED U-LINTELS o _ o w o u- u 0 BEAMS AND COLUMNS ..._.._.._.._... 1-1/2" .. FORMED CONCRETE BELOW GRADE _. 2" UNIFORM CONCRETE BELOW GRADE 3" 4�Rrn SAFE LOAD — POUNDS PER LINEAR FOOT ... TYPE 8F8-1T 81`12-1T 81`i6-1T 8F20-1T 81`24-1T 8F28-1T 8F32-iT ^ * a oz= ALL CONCRETE FLAT WORK TO TERMITE TREATED LENGTH 8F8-2T 81`12-2T 8Fi6-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T :6,' "�:•y° 1207 2040 2707 3375 4043 4711 5379 10 4'-6" (54") PRECAST PR , 1207 2040 2707 3375 4043 4711 5379 " O 6'-6" (78") PRECAST 835 12 1407(26) 1868212329(18), 2790(16) 3251(14) 3712(12) 835 1407 1868 2329 2790 3251 3712 3O 7'-6" (90") PRECAST 727 (23) 1065(26) 1624(31) 2025(28) 2426(26) 2827(25) 3228(24) 727 1224 1624 2025 2426 2827 3228 r j ® 10'-6" (126") PRECAST 530 575 (24) 916 (33) 1188(33) 1461(33) 1736(33) 2011(aa) 530 695 1180 (8) 1472 (4) 1763 2 2055 2346 384 (15) 358 (2,) 560 (29) 724 (3o) 889 (3o) 1054(3o) 1220 (3o) 1..1 O 14'-0" (168") PRECAST 410 425 1 717 (s) 1063 (2,) 1358(23) 1582(22) 1807 (2,) ® 17'-4" (208") PRESTRESSED 187 263 (,y) 405 (26) 521 (27) 638 (27) 756 (27) 873 (27) 192 306 506 (,) 740 (igi 1005 2 1271(31) 1473 3, SAFE GRAVITY LOADS FOR 8' PRECAST w/ 2' RECESS DOOR U-LINTELS CCRrn SAFE LOAD - POUNDS PER LINEAR FOOT LATERAL W w PLF 8RF6-OB 8RF10-OB 8RF14-OBTYPE RC M U LENGTH 8RU6 8RF6-1B 8RF10-18 8RF4-1B 8RU6 8RF6 O 1596 3063 2992 4'-6" (54") PRECAST 1494 694 693 1073 1756 3699 5206 ® 7'-6" (90") PRECAST 669 755 1490 2459 509 674 363 v N N M 755 1 1490 2459 W SAFE UPLIFT LOADS FOR 8' PRECAST w/ 2' RECESS DOOR U-LINTELS N Cio►st-Cigrn SAFE LOAD - POUNDS PER LINEAR FOOT 2 'vh� �D z t� U TYPE 8RF6-iT 8RF10-1T 8RF14-iT U C7 0 z I"( LENGTH 8RF6-2T 8RF10-2T 8RF14-2T N 0 W H r� 867 1604 2272 U � O 4'-6" (54") PRECAST 867 1604 2272 W W OS 7'-6" (90") PRECAST 506 742 (,6) 1364(30) a U 506 898 1364 0 N 000aa �wU ALL LINTEL AND BOND BEAM REBAR TO BE #5, UNLESS OTHERWISE NOTED. NOTE: LOTT'S CONCRETE LINTELS MAY BE SUBSTITUTED FOR CASTCRETE LINTELS AS LONG AS THE LINTELS MEET THE GRAVITY AND UPL iFTS LOADS. PRE=CAST LINTEL > L iNT L D 5 � N: LOADS BEARING: 30 psf LIVE LOAD (20# psf TOP CHORD) 10 psf DEAD LOAD (10# psf BOTTOM CHORD) UPL IFT: 26 psf MINUS DEAD WEIGHT OF BEAM (120 PLF) 1, ALL LINTELS ARE SF16 -1B/1T EXCEPT AS SHOWN. RECESSED LINTELS MAY BE USED FOR SPANS { 9'-0" (9'-8" M,4X. LINTEL LENGTH. 2. ALL LOADS ARE P.L.F. 3. ALL VALUES BASED ON MINIMUM 4 INCH BEARING. 4. LINTEL DEPTH MAY BE INCREASED AS NEEDED TO FIT OPENING, NO ADDITIONAL REINF. REQ'D. 5EA�l T"rFE5 5 BB-1 8RF14-1B/1T 8F16-1B/1T 8F20-1B/1T ALL LINTEL AND BOND BEAM REBAR TO BE S, UNLE55 OTHERWI5E NOTED. E30ND 5 A� MARK 51ZE REINFORCEMENT REMARKS BOTTOM BARS TOP BARS BB-1 SII X SII X CONT, 1-15 CONT. PERIMETER BEAM NOTE: AT INTERSECTIONS USE 1- #5 CORNER BAR 30" LONG, EACH WAY FOUND AT i ON/COLUMN LEGEND 8"x8" GROUTED CELL W/1'5 VERT. C-2 FEE] 8"x16" GROUTED CELL W/2"5 VERT. FOOT iN SC EED�LE MARK 51ZE (W X L) THICKNE55 (T) REINFORCEMENT REMARKS BOTTOM 5AR5 TOP BAR5 FI 1'-2" CONT, 20 2-05 CONT. ___ MONOLITHIC F2 1'-O" X CONT. 12" 1-15 --- THICKENED EDGE F3 1'-6" CONT. 16" 2-05 CONT. ___ BEARING WALL F4 3'-0" X 3'-0" 12" COLUMN PAD REBAR 6" O.G. EACH WAY TOP AT 16" BELOW FIN. FLR Co L _ m L" L" Lu z cf) O HUDSON-4 -LH Date: 01-30-21 Scale: AS SHom Drawn: TS 6' o O FINISH BACK OF DRYUJALL DRYER VENT 21 RECESS i DRYS VENT RECE S SIDE VIEW FRONT VIEW \ / /� D E 1l E N N I C f D c I P.T. 2X6 BUCK ATTACHED WITH 3/8"x3"SLEEVE ANCHOR BOLTS (1-1/211EM15ED) ON 1111 CENTERS (2000 PSI MIN. CONCRETE) WASHERS INCLUDED WITH SLEEVE ANCHORS. OR 1/4"x3" TAPCON SCREWS (1-1/2" EMBED) ON 14" CENTERS (20MFBI MMCONCWTE)OR8'CENTEREX-WN-OdQ.I-MROA.WA51ER5KWIFEDIUTHTAFCaB. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SUFFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. ° O.H. DOOR a I-"5 VERTICAL ITYPJ 2'-0" O.H. DOOR 1 DTL O.H. GARAGE D00R SUCK e d•e d• 8" CBS WALL °,' 4 ',' a ° INSULATION e, ° e, ° e 1/2" DRYWALL P.T. BUCK ATTACHED a a TO CBS WALL W/ 1 1/2" CASE HARDEN V I'X4' PT. WRAP NAIL, 3 FROM EDGE AND 12 O.G. FIELD SPA I I/4" EMBED TAPCONS SPACING MAXL. 1/4" SHIM PER OPENING SCHEDULE (NO WOOD) WINDOW NOTE: PLYWOOD FILLER MAY BE USED TO PAD e . ° •e . ° d •e . ° OUT OPENING USING SAME o 0 0 a . a . o . NAILING AND INCREASING a ad,e ad,e e TAPCON LENGTH THE THICKNESS OF THE PLYWOOD FILLER NOTE: PRIOR TO BUCK INSTALLATION APPLY A WATER RESITANT COATING (PER FBG REL R SIDENTIA-103.4) 2 �I' F. UJf NDOI� I CK D ,4 f 1. 2x P.T. ON SIDES OF MASONRY OPENING 2. FASTEN SIDES THRU JAMB 4 2x WITH 1/4" x 4 1/2" TAPCONS, 6" FROM THE TOP 4 BOTTOM 4 16" O.C. BETWEEN. A SINGLE ROW OF FASTENERS IS ALL THAT IS REQUIRED. 3. FILLED CELLS ON BOTH SIDES OF OPENINGS ONLY ONE SIDE REQUIRES 1 05 VERT. „ z Q I6" MAX. � � I6 "MAX. e p � Iro MAX. 6_g REVISIONS DATE 5/6" DRYWALL ATTACHED TO TRUSS WITH 1 1/4" 06 SCREWS, 12" O.G. FIELD 8' O.G. BUTT JOINTS\-CONT.T 1/2" pRYWALL BOTH SIDES WALL ATTACHED WITH 1 1/4" % SCREWS, 12" O.C. FIELD 8" O.G. BUTT JOINTS WOOD BASE 4 TRIM 25 GAUGE METAL TRACK TOP AND BOTTOM W/ (1) 10 SMS ® 24 O.C. 25 GAUGE CHANNEL SHAPED METAL SCUDS 24" O.C. BOTTOM TRACK ATTACHED TO SLAB WITH HILTI PINS .145" DIA. X 1" LONG �16" O.G. FINISHED FLOORmad 1/2" or 5/8" DRYWALL ATTACHED TO TRUSS WITH 1 1/4" % SCREWS, 12" O.C. CONT. 25 GAUGE METAL TRACK TOP AND BOTTOM W/ 8 O.G. BUTT JOINTS (1) M 10 SMS a 24" O.G. I/2" DRYWALL BOTH SIDES 25 GAUGE CHANNEL SHAPED METAL WALL ATTACHED WITH 1 1/4" 06 SCREWS, 12" O.C. FIELD STUDS 24" O.G. 8" O.C. BUTT JOINTS GARAGE SIDE LIVING SPACE SIDE R-13 BATT INSULATION BOTTOM TRACK ATTACHED t0 SLAB WITH HILTI PINS .145" DIA. X P LONG 616" O.C. FINISHED FLOOR u - `Q T L o m aN, -a 0 o m N oM v 0 0 0 c � 0 s o 0 0 v l7 .N N vi E Q c iv �` o V •`6 o N_ N u Q w ai 00 0 z ° 0 C] w 0 u u =�:, o * a o!z= NOTE: PRIOR TO BUGK INSTALLATIONo- APPLY A WATER RESITANT COATING (PER FBC RESIDENTIAL R-103.4) EXTERIOR DOOR SUCK DETAIL 5 G>4R>4GE NON=E3EARING WALL DET> f L N.T.S. 3 TYF. NON= E�4RNG UJ�4LL DET�41L ,43 SCALE: N.T.5. '43 SCALE. N.T.S. A3 SCALE: N.T.S. ,43 5GALE: N.T.5. ,43 SCALE: N.T.S. , 4m' -m" 3m'-m" '-411 CO CLG. I GENE fRAL NOTES U z � � W W a W A ZE5 N �. Z W W CCN N I H u U U 0 W U Z H �y 'x °� a a 4 w U TILE CEILING 1 N -' 8 8„ METER T _ _ _ 8'-011cLG. I _ $mCLG. M I 1_I I 4 r 15'-3" I I _ _ N - _jj-- I -DRYWALL HEADER 50685F I I cLoSET - - - - - - _ „" „ _ „ 1 2 2 2 1 1 I PANTRY 2068BF 5068 BF " CLG. I 1 _m M 2m40�_ 12'-1" '2--10" 4 $„ � r ° i-0®RC Oo STU T 1„ 1m'-m" 6 I EGA a 6068 SGD - _ DRYWALL HEADER Cq DINING VAULTED CLG. 01, THE CONTf;P,,4CTOiP, &H,4LL VER:'IFY ALL EXISTING CONDITION& WHICH WILL EFFECT THE INST,4LL,4TION OF ,4LL NEW WORK_ IF DISCREP,4NCIE5 ,4RE DISCOVERED, DE5IGNER MUST 5E NOTIFIED E3EFORE PROCEEDING WITH ,4N�1' MODIFIC,4TION TO THE ,4PPROVED DOCUMENTS. 02. �4LL CON5T�UC;TION 5H,4LL CO1�I�L�I' WITH �4LL 5T,4TE, COUNT*T, ,4ND LOC,4L COD ,4ND ,4PPL IC,45LE ,4MENDMENTS ( L,4TE5T EDITION 03. THE CONTR,4CTOR IS RESPONSI5LE FOR THE ,4DEQU,4TE 5R,4CING OF ,4LL STRUCTUR,4L ,4ND NON5TRUCTUR,4L C01"IR=ONENT5 DURING CONSTRUCTION. 04. DO NOT 5C,4LE DR,4WING5. WRITTEN D IMEN5ION5 T,4KE PRECEDENCE OVER WH,4T DRAWINGS M,4�1' 5C,4LE OR IF WRITTEN DIMEN510N5 DO NOT EXIST, WHICH ,4RE NECE56,4R'1' FOR CONSTRUCTION, THE CONTR,4CTORR MUST CON7,4C7 THE DESIGNER TO O�T,4 f N 5,4ME_ 0�. f NFORM,4T I ON FOR THE 5,45I C L,4�1'OUT OF THIS DR,4W ING WA& 5,45ED ON EXISTING OR FIELD DIMENSIONS ( F. D. ). CONTRACTOR MUST VERIF'1' IN FIELD ( V. I. F.) ,4CTU,4L CONDITIONS ,4S DISCOVERED ,4ND O55ERVED ,4ND NOTIF�I' DESIGNER OF ,4N'I' D 15CRE R=,4NC I E 5, 0�o. THE CONTRACTOR / OWNER ( IF OWNER 5UILDER ), 15 SOLEL�I' R;RE5R=ONSI5LE± FOR THE ME,4NS ,4ND METHODS OF CONSTRUCTION, ,4ND THE S,4FET�' OF CONSTRUCTION UJORRGER�S. ,ALL l.uORR< 5H,4LL 5E R=R�EFOR�MED 5T' CONTR�,4CTOR�5 R=055E5SING VALID CER�TIFIC,4TE5 OF COMR=ETENC'7' ,4ND OCCUR=,4TION,4L LICENSES, RECOGNIZED ,4ND ,4CCEPTED 5�r' THE LOC,4L GOVERNMENT H,4VING JURISDICTION, OR 5T' OWNER. 08. TO THE E3E5T OF t-I ' KNOWLEDGE, THE PL,4NS ,4ND SPECIFIC,4TIONS SU5MITIEDNa,I HEREWITH COMPL�I' WITH ,ALL EXISTING INTERPRETATIONS ,AND R=ROVISIONS OF THE ,4PPLIC,45LE 5UILDING CODES ,AT THE TIME OF THE PLANS PREP,AR,ATION. NO UJ,4RR,4NT,1' EITHER EXR=RESEED OR fMR=L f ED IS HEREWITH GIVEN, OS. CONTRACTOR / OWNER SH,4LL VERIF'' ,4LL DIMENSION5 REL,4TED TO ,4N'' F=,4RT OF CONSTRUCTION PRIOR TO 5EGINNING WORK OR ORDERING F,45RIC,4TED M,4TERI,4L5 REQU I RED FOR CONSTRUCTION. 10. ENGINEER' 5 5E,4L 15 FOR ,4PPROV,4L OF 5TRUCTUR,4L DESIGN ONL�I'. IL ,4LL GL,465 IN H,4Z,4RDOUS LOCATION& TO COMB=LT' WITH R308.4 12. WALL ,AND CEILING FINISHES 5HALL HAVE A FLAME-5FREAD CLA55IFICATION OF NOT GREATER THAN 200, OR302.9.1) 13. WALL ,AND CEILING FINISHES 5HALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450, OR,302.9.2) 14. ALL TERMITE PROTECTION 5NOULD COMPLY WITH R318 , PROP05ED HOU5E IN VEfPY HEAVY TERMITE ,AREA. 1F:7). ,4LL LUM5ER USED SHOULD H,4VE QU,4L ITT M,4RKS PER R3112 1(o, TILE TO SE IN5T,4LLED OVER FI5ER-CEMENT OR GLASS MAT GYPSUM E3ACKER5. (R702,4,1 ,AND R702,4,2J, IN SHOWER SURROUND ,4RE,45- I WE,4THERING IS NEGL IG,45LE. 18_ G�1'R=SUM 80,4RD COMPLIES WITH F8C 102.3 SHOWER I 2 N NV-0" M. BATH LA 8'-m" cLG. LAV L2868 o I I I I O I 2068 BF_ LIN N @ O O O V- 0 U > �C - � --A JLILIL � br cn cn _ U cue � � 0 � = Z I 4 s I AV @ LINEN �N 16688E �� 0" L REF VAULTED 286s @ (6088E AHu 2868 20"xA20' I 3 4" 2,-I0" 2,_ III I0'-9" 5068 E3F 2'-Im" 6'-4" r a ?o = - ° I E DW I I _ COUNTER � AT36"AFF ° O O 1 m LIFT TA II EG�SS Ac COMP. uB WC 4N b N CLG. DRYWALL HEADER GREAT ROOM VAULTED CLG. , ° O N_ EGRESS S" HB ° 1 - - LLI Lu C), "-0 Z y T 4 e 6" LAUNDRY I DRYER 8'-m" C I (VTR) 200 AMP PANEL CORE (20 MIN 22' X 54" FIRE RATED) ATTICACCEss I (SELF -CLOSING) L - - - J R-13 INSULATION BEARING WALL W/��� R-13 INSULATION 2m'-m" 4" GARAGE 8 -m cLG. _ _ _ _ _ _ _ 1 3 Oj (TYP) h0 21'-4" 5'-1" 1. 4'-2" 8'-6" ° v 5T. LUCIE COUNTY 5UILDING DEPARTMENT PRODUCT APPROVAL REVIEW AFFIDAVIT C-, > VAULTED CLG 5'-�" v '� 6'-0" 4" 12'-4" - O cYl BOLLARD PAINTED FINISH ON BLOCK WALL(TYP.) IN GARAGE e N ° OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: 4068 BF ° OPENING ID PRODUCT MODEL # SIZE MANUFACTURER GLASS DESCRIPTION ATTACHMENT METHOD TYPE, SIZE, SPACING, & EMBEDMENT PRODUCT APPROVAL NUMBER U-FACTOR SHGC BUILDING DESIGN PRESSURE PRODUCT DESIGN PRESSURE 1 EXTERIOR DOOR METAL 192" X 84" CLOPAY N/A SEE DETAIL 1 A3 FL 16546.5 n/a n/a +31.86/ -38.74 +36.0 / -42.0 2 EXTERIOR DOOR OPAQUE FIBERGLASS 36" X 80" THERMATRU N/A 1 4" x 3 1 4 " TAPCONS 6" FROM EDGES, 12" O.0 FIELD FL 20468.1 .18 .01 +35.96 -39.16 +50.0 -50.0 ° Q VI- _, / SIT! 1 -A = - 3 25 SINGLE HUNG VINYL SH-610 SERIES 38" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3/16" TAPCONS, 1 1/4 " EMBED.,6" MAX FROM EDGE, 141/2" MAX O.C. FIELD FL 17234.1 .3 .26 +31.52/-40.81 +50.0 -50.0 4 25 SINGLE HUNG VINYL SH-610 SERIES 38" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3 16" TAPCONS 1 1 4 " EMBED.6" MAX FROM EDGE 14 1 2" MAX O.C. FIELD / / � / FL 17234.1 .3 .26 +31.52 -40.81 +50.0 -50.0 5 EXTERIOR SGD DOOR ALUM. 9000 SERIES 72" X 80" CUSTOM WINDOW SYSTEMS TEMP. 3 16" TAPCONS, 1 1 4" EMBED., 6" MAX FROM EDGE, 21" MAX O.C. FIELD FL 11908.1 .6 .25 +35.96 -39.16 +50.0 -50.0 O -5" 2 5" 8'-m" CLG 3 (TYP) -� 6 25 SINGLE HUNG VINYL SH-610 SERIES 38" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3/16" TAPCONS, 1 1/4 " EMBED,,6" MAX FROM EDGE, 14 1/2" MAX O,C, FIELD FL 17234.1 ,3 •26 +37.52/-40.81 +50.0 -50.0 7 FIXED GLASS WINDOW VINYL PW-655 SERIES 72" x 16" CUSTOM WINDOW SYSTEMS ANNEALED 3/16" TAPCONS, 1 1/4 " EMBED.,6" MAX FROM EDGE, 9 1/2" MAX O.C. FIELD FL 17354.2 3 26 +37.52 -40.81 +50.0 -50.0 -_' - NTRY 11 _8 -m CLG 8 25 SINGLE HUNG VINYL SH-610 SERIES 38" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3/16" TAPCONS, 1 1/4 " EMBED.,6" MAX FROM EDGE, 14 1/2" MAX O.C. FIELD FL 17234.1 •3 .26 +37.52/-40.81 +50.0 -50.0 9 25 SINGLE HUNG VINYL SH-610 SERIES 38" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3/16" TAPCONS, 1 1/4 " EMBED.,6" MAX FROM EDGE, 14 1/2" MAX O.C. FIELD FL 17234.1 ,3 .26 +37.52/-40.81 +50.0 -50.0 PRODUCT MODEL j MANUFACTURER ATTACHMENT METHOD TYPE SIZE SPACING EMBEDMENT & STIFFENER ETC. PRODUCT APPROVAL NUMBER BUILDING DESIGN PRESSURE PRODUCT DESIGN PRESSURE Q Q Q Q Q Q O _ 3 (EGRESS) � _ r 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 HUDSON-4 -LH 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: 01-30-21 HURRICANE PANELS METAL HURRICANE STORMPANEL MFG., INC. ELCO PANELMATE PLUS 1/4" DIA. SCREW, 1 3/4" MIN EMBED. , MIN. 12 " O.C. FL16293-R2 (SEE OPENING PRESSURES ABV.) (SEE OPENING PRESSURES ABV.) Scale: AS SHOWN "(i)T Q WALL LEGEND AREA CALCULATIONS Drawn: Ts 4'-I0" 13'-I0" S" CONC. BLOCK 8'-I" AFF 4" WOOD BEARING PARTITION UU R-13 INSULATION 4" INT. PARTITION 11/ R-13 INSULATION 4" OR 6" INT. PARTITION FULL HEIGHT LIVING 633 SF GARAGE 435 SF PORCH 136 SF ENTRY 24 SF 4m'-m" L O O R PLAN 5C,4LE: 1/411 = P -011 TOTAL 2428 SF CCNNECTC� 5CHEIDULE REVISIONSI DATE 0 107 IN I BC Q 0 U= 3000 f L L L L L 1-10 0 CJ1 CJ1 0 11 11 J3 IA 2 PLY Boy U=1411" IA O2 � lA U=3599" U=5250 B04 03 s 8'-0" CLNG 0 O F e e 02 - IN Z3 9 0 1 01, 2 PLY _B 05 2 PLY 04 03 / 02 /1/5�/12 VAULT 02 14' 6" / 23/, 10" / 02 8'-0" CLNG / 02 02 02 0 Lu 02 18' 5" / A01 1,5/12/VA' U L T / 06 07 08 09 io V-0" 5R3 WALL 2/1 VAULT (SEE DTL.4/SU A11 � O O Al2 8'-0" CLNG 0 / 1 I i ,U=841"VIU=1266" U=499M U=6320 � / A14 N iz Col 1 11� m m cLn cLi1 0 i CJ1 � L O 1 U=1146" CO3 - TH ENDS L L L L L L L v's, cn cn cn cn cn cn W O 0 CJ3 r @ „ _ U= 3000 1 L L L L L L L L L L L u) w cn _I1 _Ij _ cn w O P�rolo3, 5CAL=E: 1/41I - 11 _0 01 I1 TRUSS/ MEMBER MARKAD UPLIFT FORCE C O N ONNECTOR/DEVICE CONNECTOR ALLOWABLE LOAD VALUES NAILS-QTY. 8 SIZE PER CONNECTION (106 NAILS ARE] 1/2" LONG FOR REMARKS / PRODUCT 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 BOLTS - QTY 4 SIZE �� F2 PER CONNECTION TYPICAL UP To* 1 O SIMPSON 1-PLY 1,810# 340# 1100 9 - 0.148 X 1 1/2" NAILS FL-11413 TRUSS 1810# HETA 20 TRUSS TO SIMPSON 2-PLY MASONRY lA HETA 20 1 TRUSS 1,Sloo 3400 1100 8- 0.162 X 3 1/2" NAILS FL-11413 GIRDER TO WALL UP TO O SIMPSON LGT 2 2030# 1000 110# 16 - 0.148 X 3 1/4" NAILS FL-11410 20301* 1- 1/4" X 2 1/4" TITEN TRUSS TO BEAM UP TO O SIMPSON H10A 10400 565# 285# 18 - 0.148 X 1 1/2" FL-10446 (WOOD) 10400 NOTE: ALL TRUSS TO TRUSS CONNECTIONS 5'' TRUSS MANUR SQUARE CUTOVERHANG TYPICAL END DETAIL RIDGE 2r <' 1Q 1 2e \� I __/ --------------- 3 2e 3 NG a a TYPICAL: 5/8' 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 0 4"o.c. THROUGHOUT. ZONES 28 & @ : 2 1/2" X 0.131" RING SHANK NAILS ® 3"o.c. THROUGHOUT. ZONE O : 2 1/2" X 0.131" RING SHANK NAILS @ 4"o.c. THROUGHOUT. NOTE: d. 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. ROOF NAILING ZONE & ISOLATE TRUSS FROM CONCRETE W/ A GALV. METAL PAN OF A SINGLE LAYER OF 030 FELT. SIMPSON HMcJKT SIMPSON WTSMI6 W/ (4) 1/4" DIA. X STRAP W/ (4) 1/4' DIA. 1 1/211 SDS SCREWS TO 2 Y4' TITEN SCREWS INTO TRUSS AND (5) INTO BEAM AND (8) 10d x 1-I/2' NAILS INTO 1/4" DIA. X 2 1/4" TITEN TRUSS. SCREWS INTO BEAM BOND BEAM SIDE VIEW AT MAIN SPAN TRUSSES WITH BotH HM9KT CLIP AND HTSM16 UPLIFT. 11380 LBS FI = 1130 LBS F2 IN 290 LBS AT JACK TRUSSES USE W13KT UPLIFT= 805 LBS FI IN 610 LBS OUTSIDE FACE INSIDE FACE F2 IN 200 LBS MISSED ANCHOR DETAIL GENERAL NOTES: ROOF TRU55 5 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 WALL �4T. LEGEND "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES," BY THE TRUSS PLATE INSTITUTE. 3. THE DESIGN AND SHOP DRAWINGS, AS WELL AS THE FABRICATION OF WOOD TRUSSES, WILL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE ENGINEER AT ALL TIMES. 4. THE HANDLING AND ERECTION OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS NOTED ON THE TRUSS MANUFACTURER'S SHOP DRAWINGS. 5. ALL ENGINEERED HEADERS AND METAL CONNECTORS BETWEEN SI.11I AFF 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. 1. ALL UPLIFTS CALCULATED BY TRUSS COMPANY HAVE BEEN REVIEWED AND APPROVED. SEE TRUSS MANUFACTURER'S SHOP DRAWINGS. LL .`6 V J lLJ O 0) N >` O 00 v O d o �000 N c - O o N Vl Q 7 1 N O V — fV '5� a.+ N V Q LU J OD Cc:a II 2 II av o t] l7 LL O V v U z z W W W a rH a N v NNM U (�00aa �wU "-I Cf) J WN LIJ 13 CA Un {� Z -dC 1lJL � HUDSON-4 -LH Date: 01-30-21 Scale: AS SHOWN Drawn: TS 5T. LUOIE OOUNTr 5UILDING DEFAR71ENT FRODUCT APPROVAL REVIEW AFFIDAVIT EVISIONS I DATE Cal FIBERGLASS SHINGLE ROOF (TYR) 12 4 TOP OF BEAM OH ON Q CEMENTITIOU5 MATERIAL tO IQ Lu N CONCRETE BLOCK FIN. FLR O O (TEMP) i CEMENTITIOUS MATERIAL Q N CONCRETE BLOCK .4 U1 I (D (EGRESS) (EGRESS) SC,4LE: 1/4II = 1'=011 FIBERGLASS SHINGLE ROOF (TYR) 12 4 OPENING ID PRODUCT MODEL # SIZE MANUFACTURER GLASS DESCRIPTION ATTACHMENT METHOD TYPE, SIZE, SPACING, & EMBEDMENT PRODUCT APPROVAL NUMBER U-FACTOR SHGC BUILDING DESIGN PRESSURE PRODUCT DESIGN PRESSURE 1 EXTERIOR DOOR METAL 192" X 84" CLOPAY N/A SEE DETAIL 1 A3 FL 16546.5 n/a n/a +31.86/ -38.74 +36.0 / -42.0 2 EXTERIOR DOOR OPAQUE FIBERGLASS 36" X 80" THERMATRU N/A 1/4" x 3 1/4 " TAPCONS 6" FROM EDGES, 12" O.0 FIELD FL 20468.1 .18 .01 +35.96 -39.16 +50.0 -50.0 3 25 SINGLE HUNG VINYL SH-610 SERIES 38" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3/16" TAPCONS, 1 1/4 " EMBED.,6" MAX FROM EDGE, 14 1/2" MAX O.C. FIELD FL 17234.1 .3 .26 +37.52/-40.81 +50.0 -50.0 SINGLE HUNG VINYL SH-610 SERIES 38" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3/16" TAPCONS, 1 1/4 " EMBED.,6" MAX FROM EDGE, 14 1/2' MAX O.C. FIELD FL 17234.1 .3 .26 +37.52 -40.81 +50.0 -50.0 t25 EXTERIOR SGD DOOR ALUM. 9000 SERIES 72" X 80" CUSTOM WINDOW SYSTEMS TEMP. 3 16° TAPCONS, 1 1 4" EMBED., 6" MAX FROM EDGE, 21" MAX O.C. FIELD FL 11908.1 .6 .25 +35.96 -39.16 +50.0 -50.0 25 SINGLE HUNG VINYL SH-610 SERIES 38" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3/1C 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 7 FIXED GLASS WINDOW VINYL PW-655 SERIES 72" x 16" CUSTOM WINDOW SYSTEMS ANNEALED 3/16" TAPCONS, 1 1/4 " EMBED.,6" MAX FROM EDGE, 9 1/2" MAX O.C. FIELD FL 17354.2 .3 .26 +37.52 -40.81 +50.0 -50.0 8 25 SINGLE HUNG VINYL SH-610 SERIES 38" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3/16" TAPCONS, 1 1/4 " EMBED.,6" MAX FROM EDGE, 14 1/2" MAX O.C. FIELD FL 17234.1 .3 .26 +37.52/-40.81 +50.0 -50.0 9 25 SINGLE HUNG VINYL SH-610 SERIES 38" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3/16" TAPCONS, 1 1/4" EMBED.,6" MAX FROM EDGE, 14 1/2" MAX O.C. FIELD FL 17234.1 .3 .26 +37.52/-40.81 1 +50.0 / -50.0 TOP OF BEAM FIN, FLR. FIBERGLASS SHINGLE ROOF (TYP.) 1 �2 4 TOP OF BEAM ---- 1'-0" 1'-0" OH OH CEMENTITIOUS MATERIAL OH N CONCRETE BLOCK Q �4 U1 2Ll FIN. FLR, O 5C,4LE: 1/4 11 _ 1'-0 II FIBERGLASS SHINGLE ROOF (TYP.) 12 4 TOP OF BEAM Sol EM:IIEM:IlMIEM:IIEM:lIEM:]IFM.I. 0 O O3 (EGRESS) O (EGRESS) AL EDGE CIF P.T. A X0 9JCK TO MASONRY -44 p WALL WIN I OR :;0M FASTEN PIR PRODUCT APPROVAL AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD 51Jr K AND MASONRY Emp?Ili Exrm lO'R CMl WALL �r KAXERPI OCOATI%I& ON WINDOW SILL, 4AAM96 ANIP F-.J.?, SET P.T. WOOD 9,Y.K OVER APPLY AROUND O 6Ml WATERPROOFING IN CORNER AND LllIH NE 5EALAM, FA5TEK EXTDV b' ALL PER PROOUCT APPIlIl S. AROLAV TFE FACE OF THE WALL O3 APPLY L1aJID WAT19RPROO'lli6 tAig GNM THE T. ANO cx70RIOR FAQ OF SUCK AND SILL. NUMB 4� INSTALLATON 50UTSY.E 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 LU"I2OO BY PROTECTO WRAP �0 cr� m omv 0 CCD) CODf6 O v vl7 0o Cir10 01 N O O Q l_1 O� N _ N O v O r, - f4 p) II V II O-Ow OLLLJ v *..a� yeti" U z c� z � W W a z ~ Q, o U �N 0ZU t7w� 04 U �00aa awU W LH LH LU Lu l� �u C HUID50N-4 -LH Date: 01-30-21 Scale: AS SHOWN Drawn: TS WINDOW / [DOOR OF NINC3 WATERFROOFING NTS REVISIONS DATE LL omv O O O M N Cj O N Q O 01 ip � N O V = r, M ++ N V Q LU O II N LL o0V V �� *... b� o:z; A :A',S .... �o , .. ROOF TRUSS ABOVE U Z STRAP EACH STUD TO PLATE W/ 5P4 5IMP50N PLATE TIE AND NAIL STRAP TRUSSES TO DBL 2 X 4 TOP PLATE W/ SIMPSON HIOA W/ 6-10d NAILS (15) I0d X 1 1/2" NAILS " 12" O.G. 2"x 4" (MINIMUM) STUDS STRAP EACH STUD TO PLATE W/ r W W/1/2" DRYWALL BOTH SIDES AND R-13 INSULATION 5104 51MP50N PLATE TIE AND NAIL W p. 2"x 4" BLOCKING (MIDPOINT) W/ 6-I0d X 1 1/2" NAILS A 1/2" DIA. x 6" WEDGE ANCHOR s32" O.C. 2x4 (P.T.) PLATE �n H a O W/3"x3"xl/4" PLATE WASHERS AT GONG. 9 N M WOOD BASE 4 TRIM 4 W W FINISHED FLOOR N 4CN l 0Zw C, ° ° SEE FOUNDATION PLAN FOR ° ° ° °° a # U CONC. FOOTING SIZE AND REINFORCEMENT ° o ° ° °� U T"�f, INT. E3Af;;ZNG WALL DETAIL �1 SCALE. 3/4" = 1'-0" 12 " z FIBERGLASS SHINGLE ROOF ON PEEL AND STICK UNDERLAYMENT 11 ON 5/8" GDX PLYWOOD SHEATHING: 12 FIBERGLASS SHINGLE ROOF ON PEEL AND STICK UNDERLAYMENT 12 ATTACHED WITH RING SHANK NAILS (SEE 5HEETA-4 FOR SPACING 4 SIZE) ON APPROVED, PRE ENGINEERED 1111 Il L ON 5/8" GDX PLYWOOD SHEATHING ATTACHED WITH RING SHANK NAILS (SEE 5HEETA-4 FOR SPACING 4 SIZE) FIBERGLASS SHINGLE ROOF ON PEEL AND STICK UNDERLAYMENT ON 5/8" CDX PLYWOOD SHEATHING WOOD TRUSSES -8 24" O.G. ON APPROVED, PRE ENGINEERED ATTACHED WITH RING SHANK NAILS (SEE S4EETA-4 FOR SPACING 4 SIZE) (X� WOOD TRUSSES -a 24" O.C. ON APPROVED, PRE ENGINEERED WOOD TRUSSES -a 24" O.C. STRAPS PER CONNECTOR SCHEDULE STRAPS PER TOP CHORD \ BRIDGING 4 BRACING a STRAPS PER LLI cocvi {� \ PER SHOP DRAWINGS CONNECTOR SCHEDULE TOP CHORD BRIDGING 4 BRACING \ BRA \ TOP CHORD \ CONNECTOR SCHEDULE SEE ELEVATIONS FOR WALL HTS. �� PER SHOP DRAWINGS BRIDGING 4 BRACING \ PER SHOP DRAWINGS "RAT RUNS" SEE ELEVATIONS FOR WALL HTS. 68' -0" (MAX.) SEE ELEVATIONS FOR WALL HTS. R-30 GATT INSULATIO "RAT RUNS" OV-0" (MAX) 1' "RAT RUNS" 68'-0" (MAX.) • 5/5" OR 1/2" DRYWALL (CLG) 1/2" P.T. NAILER METAL DRIP EDGE 2 X FASCIA (3) LAYERS OF STUCCO APPLIED 1 '• METAL DRIP EDGE PROVIDE FIREBLOCKING • SEE ELEV'S TO HIGH RIBBED METAL LATH NAILED SEE ELEV'S 2 X FASCIA l3) LAYERS OF STUCCO APPLIED METAL DRIP EDGE l3) LAYERS OF STUCCO APPLIED 70 HIGH RIBBED METAL LATH ATTACHED TO OVERHANG OF TRUSS PER FBC R103.1.1 W/ 1 3/4" FASTENER 70 BOTTOM CHORD OF TRUSS W/ " • • (3) LAYERS OF STUCCO APPLIED TO HIGH RIBBED METAL LATH ATTACHED TO NIGH RIBBED METAL LATH NAILED TO BOTTOM CHORD OF TRUSS W/ SEE ELEV'S 2 X FASCIA FILLED W13000 PSI GROUT 6" O.C. PER ASTM C1063 SEC.1.1023 W/ 2" LATH NAIL ( 13/4" PENETRATION) bO.C. PER ASTM C1063 SEC.1.1023 TO OVERHANG OF TRUSS PER FBC R103.1.1 W/ 1 3/4" FASTENER 2 LATH NAIL( 1 3/4 PENETRATION) b O.G. (3) LAYERS OF STUCCO APPLIED TO HIGH RIBBED METAL LATH ATTACHED (W/I-• 5 9 CORNER RETURN BAR 1 30" LONG EACH WAY) 1" X 24" SCREEN SOFFIT VENTING, NAILED TO TRUSS OVERHANG BEFORE STUCCO APPLICATION 6 O.C. PER A571'1 0I063 SEC. 1.1023 W/ 1" X 24" SCREEN SOFFIT VENTING, NAILED TO TRUSS OVERHANG PER ASTM C1063 SEC. 1.1023 TO OVERHANG OF TRUSS PER FBG R103.1.1 W/ 13/4 FASTENER 6" O.C. PER ASTM C1063 SEC.1.1023 W/ (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) VENTILATION REQUIRES 2428/150 = 16.19 SQ. FT. ACTUAL VENTILATION IS 56 SQ. FT. OPEN AREA (AIR FLOW) PER VENT BEFORE STUCCO APPLICATION 68-IB/I� 1" X 24" SCREEN SOFFIT VENTING, NAILED TO TRUSS OVERHANG 1 X 4 P.T. (TYP,) I 16.19 / .56 = 28.91 VENTS (29 VENTS TO BE PROVIDED) FILLED W/3000 PSI GROUT I VENTILATION REQUIRES 2428/150 = 16.19 SQ. FT. BEFORE STUCCO APPLICATION CURTAIN NAILER OR EVERY 6'. (UJ/I-�, 5 � CORNER RETURN BAR ACTUAL VENTILATION IS 56 SQ. FT. OPEN AREA (AIR FLOW) PER VENT FILLED W/3000 PSI GROUT VENTILATION REQUIRES 2428/150 = 16.19 50. FT. 30" LONG EACH WAY) 16.19 / .56 = 2831 VENTS (29 VENTS TO BE PROVIDED) (W/1-0 5 a CORNER RETURN BAR ACTUAL VENTILATION IS 56 SQ. FT. OPEN AREA (AIR FLOW) PER VENT 1/2" DRYWALL ON (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) OR EVERY V. 30" LONG EACH WAY) 16.19 1.56 = 28.91 VENTS (29 VENTS TO BE PROVIDED) 3/4" FURRING STRIPS ON PRE -CAST LINTEL OVER OPENING (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) OR EVERY V. ON CONC. BLOCK I (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) PAVERBRICK ALTERNATIVE PRE -CAST LINTEL OVER OPENING W/ 4.1 FOIL BACK INSULATION I WINDOW 2 3/8" THICK PAVERBRICKS ON I (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) PAVERBRIGK ALTEF�IATIVE PRE -CAST LINTEL OVER OPENING (NOT REQUIRED IN GARAGE) I" LEVELING SAND ON 4" TO (o" MASONRY TEXTURE OVER 2 3/8" THICK PAVERBRICKS ON (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) I POURED GONG OR SILL SHELLROGK BASE FILL CONCRETE BLOCK COLUMN (3-COAT6) I" LEVELING SAND ON 4" TO b" PRECAST GONG SHELLROCK BASE FILL MASONRY TEXTURE OVER FILLED CELL W/ (1) S VERT. 30" LAPS, 4"-3000 P.S.I. GONG. SLAB MASONRY COLUMN W/ "5 VERY. , 30 LAPS, 10" HOOKS AT TOP AND CONCRETE BLOCK (3-COAT6) (BEYOND) 1 , 10" HOOKS AT TOP AND BOTTOM (SEE FOUNDATION PLAN FOR SPACING) FIBER MESH IN GONG. ON D BOTTOM (SEE FOUNDATION PLAN FOR SPACING) 4"-3000 P.S.I. GONG. SLAB WOOD BASE 4 TRIM MASONRY TEXTURE OVER fl I� COMPACT SOIL I FIBER MESH IN CONC. ON FRONT ENTRY POURED CONCRETE BLOCK (3-COAT5) JLJL lU� 6 MIL VAPOR BARRIER ON WITH DRIVEWAY AND WALKWAYS 4 -3000 PSI CONCRETE SLAB III f H 8" x 12" THICKENED COMPACT, POISONED SOIL FIBERMESH IN CONCRETE ON LILI OR PAVER BRICKS �o MIL. VAPOR BARRIER ON EDGE 1-05 (TYP) COMPACTED, POISONED SOIL ° a ° GRADE ° TOP OF SLAB IIIIIIIIIIII—(III GRADE: d FINISH GRADE SLOPED L- � IIIIIIIII—(III d IIIIIIIIIIIIIIIIIIIIIIIIIIIIII—IIII —IIIIIIIIIIIIIIIIIIIII—III ° �° _ (III I IIIIIIIIII—(III IL(U � (s) � -IIIIIIIII—III ' d a° ° ° ` III —III _ IIIIII —I_ IIIIII —III IIIIII —I II —I IIIIII —I IIIIII IIIIII IIIIII III IIIIII IIIIII —I � COMPACT FILL TO MIN. III III III I IIIIII IIIIII IIIIII I I1IIIII � I I IIIIII IIIIII IIIIII —I IIIIII IIIIII - � � �z--� � IIIIII IIIIII--I IIII ° ° d ° III—I( I I I II II II II III III III II I III II 95% MAX MOD-PROCTOR IIII IIIII I III III III III II III II III °da a ad ° e a ° ° d° II III II DENSITY II I I H I I I H l " II ° ° SEE FOUNDATION PLAN FOR HUD5ON-4 -LH III—III d ° -IIIIIIIIIIIIIIIIIIIIIIIII_I IIIIIIIIIIIIII—_IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII—III GONG. FOOTING SIZE AND REINFORCEMENT = —IIIIIIIIIIIIIIIIIIIIIIIIIII—III— SEE FOUNDATION PLAN FOR -III—(III -�IIIIIIIIIIIIIIIIIIIIIIIII CONC. PAD SIZE AND REINFORCEMENT III III III III III III III III III III III III III III III III, II III III III III II III III III III III III II III III III III III l II —� I III III III III III III III Date: 01-30-21 III III III1 1= l Scale: As SHOWN T-T-f I CAL FO CH SECTION 2 T�-F I CAL NTfR�- SECTION ASONf;R'�" WALL 5 C I ON Drawn: TS CJ� SCALE: 3/4 = P-0" C.�I SCALE: 3/4 = I'-0" SCALE: 3/4" = I'-0" REVISIONSI DATE I AC COMP. METER WPX PK-WIRE ONLY _ M-WIRE MT ELECTRIC4L PL4N L2" V.T.R. LAV I TO FL�`IFDING F�15EF� NTS NOTE: ALL SHOWER HEADS TO HAVE ANTI -SCALD VALVES NOTE: STUDOR VENTS (S.V.) MAY BE USED IN LIEU OF 211 V.T.R.'S ELECTR ICAL 5`r�1 0LS 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 FIXTLFE - GEILMG MOUNTED — GFI GROUND FAULT INTERRUPTER WP WEATHERPROOF GROUND INCANDESCENT FIXTURE - CEILING MOUNTED GFI FAULT INTERRUPTER �i SINGLE POLE SWITCH -0- INCANDESCENT FIXTURE - WALL MOUNTED I\ CEILING FAN /LT.OUTLET 3 WAY SWITCH � RECESSED HIGH HAT W/ TRIM — FPL � q 4 WAY SWITCH — � ELECTRIC CO. METER 0 ELECTRICAL PANEL ul 4 PUSHBUTTON `= DISCONNECT SWITCH FLUOR LIGHT ® SMOKE/GARSON MONOXIDE DETECTOR (MTE CWMATTERY W-K-UF) f=4NEL ELECTRIC4L L04D C4LCUL4TI0NS CIRCUIT N0• 2 DESRIPTION CIRCUIT WIRE WATTS REMARKS POLE TRIP 1-8 LIGHT'S # RECEPTACLES 1 15 14 5,499 0 3 X SF. 9,11 RANGE/OVEN 2 30 10 8,000 10,12 APPLIANCES 1 20 12 3,000 (GFI OUTLETS ONLY) 13,15 WATER HEATER 2 20 10 4,500 14,16 DRYER 2 30 10 5,000 11,19 COND. UNIT 2 30 08 - - - - 20,22 A.H.U. HEAT STRIP 2 60 "6 10,000 23 ISHWASH I 'fl2 15 (GFI OUTLETS ONLY) D ER 0 , 00 24 WASHER 1 20 12 1,500 (GFI OUTLETS ONLY) 25 MICROWAVE 1 20 12 800 (GFI OUTLETS ONLY) 26 BATHROOMS 1 20 12 1,500 (GFI OUTLETS ONLY) 21 GARAGE DOOR OPENER 1 20 12 150 (GFI OUTLETS ONLY) 28 KITCHEN 1 20 M2 1,500 (GFI OUTLETS ONLY) 29 REFRIGERATOR 1 20 12 800 (GFI OUTLETS ONLY) 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 TOTAL LOAD: 34,933 - 10,000 = 2 4,S33 15T 10 KW 0 100% 10,000 REMAINDER 9 40% B"B13 A/C 10,000 0 100% : 10,000 TOTAL: 29,132 4 240 = 123.88 AMPS OVERHEAD SERVICE CLAMP TO CLOSEST REBAR 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 04 C.U. CLAMPED TO FOOTING REBAR AND C.W. PIPE NOTE: GFI OUTLETS PER PLAN 2PNF-NEMA 3R 240V A/C d MAIN DISC. a PANEL 42 CIRCUIT PANEL A/C RATED 10,000 W ALL WORK TO COMPLY WITH NEC AND LOCAL CODES MXCT;ZCALRZER NTS NOTE 1. ALL EL CTIRICAL IN THE AFEA OF CONSTFLICTION SMALL 1 IEET THE fRQU I FEE IENTS OF THE 2011 NATIONAL ELECTRICAL CODE 2. ALL eFI R CETACLES TO 5E TA1„IRER RESISTANT REF, NEC 2011/ >4RTICL 40(c.12 3. 1=fROVIDE A1RC FAULT CIRCUIT f=ROTECTION 1�E1R NEC 2017 ARTICLE 210.12 4. f=FOVIF-)E TAB I1= R RESISTANT R C 1=TACL S REF, NEC 2011 AIRTICLE 210.F52 5. ALL 5AT1-4R000 I C I RCL1 I TRT' TO HAVE GFC1 fi=FOTECTION f=EF, NEC 2017 ARTICLE 2103 `1 LLI Co LL- _ L" 0 L #- LI W z O O u- -,q- OL HUDSON-4 -LH Date: 01-30-21 Scale: AS SHOWN Drawn: TS mi 5C,4L.E: 1/4" = I'-0" CAUTION!!! 4U U 30' 0" 10, 0" 0 0 LO M � W W W vs M Ln Ln L(i L(i LO M 0 LO 0 LO U') 0 0 U U W W W W W W W W W W W W W CJ1 CJ1 0 0 i0 CJ3 CJ3E0 PLY B05 00 B04 M B03 8'-0" CLNG B02 B01 2 PLY Z\ \ A05= o N 2 PLY A04 A03 \ \ \ \ A02 1.5/12NAULT \\ A02 \\ \\ 2\3\'10" \\ \ \\ \\ 141611 / // A02 8'-0" CLNG A02 /2" 10 / \ \ \ \ 10 /2" A A02 < A02 AHU \ 0 A02 \CD ff A01 \ \ \ \ \ \ \ \ A06 \\\ \\ \\ \ 1.5/12 iAULT \\ AO \ \ \\ \\ \\ \ \ \\ \\\ \\ \\ \\ \\\ N N a A09 J \ \ --a---- \ A10 N \ A11 20' 0" 51711 8'-0" CLNG o M A13 A14 NN o _ CJ3 = C01 > 0o o CO2 - LO w w CJ1 CO3 CJ5 s CJ5 w LO 0 M T w w w w w U U 0 0 o j� CJ3 CJ3 CJ1 CJ1 140007 1\1 M Ln r- f- f- r- f- U) M r U U U W W W W W U U U 13' 10" 21' 4" 4' 1(" 40' 0" Hatch Legend 81-011A.F.F TRUSS END DETAIL SQUARE CUT OVERHANG 12 4F— 4-3/4" HEEL HEIGHT 1.5/12 CLNG Digitally signed by Lillian Gonzalez Lillian DN: c=US, o=Goarch Engineering, ou=A0141OD0000016CFCD2E Gonzalez C2A000036139, cn=Lillian Gonzalez Date: 2021.07.30 16:10:16 -04' 00' 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 TCLL: PSF TCDL: PSF BCDL: PSF TOTAL: PSF DURATION: IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By Date DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-131 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. BUILDER: SYNERGY HOMES PROJECT: Single Family MODEL: HUDSON-4-1-1-1 ADDRESS: 430 SE GASPARILLA AVE SPEC: FY924 SUBDIVISION: -- CITY: PORT SAINT LUCIE-ST LUCIE DRAWN BY: JL JOB # : DATE: 07/19/21 SCALE: NTS REVISIONS: 1. 12/01/20 FBC2020 2. 05/29/21 CHANGE CLNG PITCH 3. 4. Builders . FirstSource 701 S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 5475