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HomeMy WebLinkAboutPlansREVISIONS DATE v o 0 0 N om 66 v = }' J O ` 2' H H W W Z H W � A a o z�v U oz� ca U � W W ` N;� 00aa �U P d Q 4 b D O �l Ll --1 L" c LL- 111 �1 Q c� A N f f f 305 BAY STREET County 5T. LUCIE TC 5ULID A 1=5TC "r CE35 SINGLE FAMCr RSID NC FORT F, LIJCI , FL 34952 5ui lO ine [Department 5T. LUCIE COUNT NORTH Wind [Debi n Criteria ASCE 1=2010 f -_ y-b £•` LUInO De5 Ien meth®ol ROO f ine Material Main UJInO Force Re6i6tire 5H INGL j ', , Loaine in F5F ROOF RD,L, F5C 5U I L D INS CODE & TH ( _2 01 1 )EDITION Al FSC 1 I CHAN I CAL CODE & TH (2011)EDITION w ,, i- .-T Top Chord Live ToChord ��� p _2O 1 FSC R SID NTfAL CODE &TH (2011) EDITION ,., . n 3 5Ot tOm Chord Live .2_ 10 NOn = COncurrent 1 IN �� STI (2011)IT �N � ff - - } •SID Y +'.. °,} Bottom Chord [Dead 10 3 NATIONAL LCTIRICAL CODE _2014 EDITION - �uuf .. ■ 19 TOTAL Load [Duration Factor 45 1 1.25 -q- M '(D DFRAUJ�NG PIZAAP Ujinol 5peeol 110mph (3 S CONE) GU5T5) ,a # Top Chord �. �h�� ink �y builder. Al COVEFR SHEET / CCEDI FCfR�fATICN °-n .."- Bottom Chord C.E5. Sheet in ylou i IO er. A- FOUNDATION/ AT I / 5 AlA z Hiehest Mean Height 151=011 � HUD5ON-3 BEDROOM 4 ►• s, *: "` 5ui lO ink Type NCL05� 43 FLOC FLAN Date: o5-o6-x ll' 5u I ld Ing Ccs teecry 11-Nor eStr I ct I vefROCF y///may\\ I SI I I Scale: ASSHOULE iN Xp®CJ�ire CateeOry Drawn: rs ,c � 5arrler 151arol N® A5 ELEVATfON5 Occupancy Type p y yp R3 Construct i On Type _ 51 WALL SECTIONS / [DETAILS - 1 CAN&.-1 � � 1 Level Of Alteration N/A / G R 2" 5UN<EN 5HOWE FR DETAIL— WALE - 3/4" - I'-0" 10'-0" all 9'-4" 5'-5" 1`3 8F8-iT (#7) F— RFR-1R .4 i MASONRY TEXTURE OVER CONCRETE BLOCK (3-COAT5) 3000 P.S.I. CONC. CURB --\ HEIGHT VARIES W/GARAGE SLOPE 4"-3000 P.S.I. CONC. SLAB FIBER MESH IN GONG. ON 6 MIL VAPOR BARRIER ON COMPACT, POISONED SOIL � � � I I � o° o IIIIIIIII—III �° o III III III III III _ I I � I ° IIIIIIIIIIIII I I— _ 111 111 111 111 I II I I I III—III III1 I I� i' IISII ` SEE FOUNDATION PLAN FOR GONG. PAD SIZE AND REINFORCEMENT r_-;AR,4G;E= GONG. CURE3 DE=TAIL BB -1 40'-0" 30'-0" 6'-1" 8F16 -1T 6'-2" o -A ,T /u, #III' m7/ m 0 R19 6'-4" NTS 3" �n o� M I s1 � TYP O N 8F16 -1T 8F16-iB EQUIP. PAD -0'-6" FIN. FLR. 0 = 8F16 -1T 8F16 -1B m � CII ' v s 3" cA aB ENEfRAL NOTLSo C ON C F;�L T L 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: 4^vp-4 i4" SAFE LOAD - POUNDS PER LINEAR FOOT LATERAL FOUNDATIONS._......._..._......._.... 2,500 PSI TYPE 8F8 -OB 8F12 -0B 8F16 -0B 8F20 -OB 8F24 -0B 8F28 -OB 8F32 -0B R EI N F. SLABS -ON -GRADE.....- ................. 3,0001-61 LENGTH SUS 8F8 -1B 8F12 -1B 8Fi6-1B 81`20-1B 8F24-iB 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 F51 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 AC615 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(32) 8825(14) ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM AT A155 AND SHALL BE LAPPED ONE PULL MESH PANELO 1011 1729 2632 2205 2698 3191 3685 7'-6" (90") PRECAST 743 424 534 363 PLUS 2 INCHES AT SIDES AND ENDSt AND WIRED TOGETHER.TOGETHER.1011 1729 2661 3898 5681 8467 (a4) 6472(,6) 10'-6" 126" PRECAST 475 535 890 1247 2093 2777 2163 2536 284 401 180 CALCUIM CHLORIDE SHALL NOT BE ALLOWED AS AN ADMIXTURE. ® ( ) 643 1052 1533 2093 2781 3643(38) 4754(46) 424 706 1002 1326 1697 2127 2630 ADDITION OF WATER TO CONCRETE AT THE JOB SITE IS PROHIBITED. O 14'-0" (168") PRECAST 279 442 706 1002 1326 1697 2127 2630 205 293 100 ALL CONCRETE WORK SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF ACI 315 AND AGI 301. © 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR N.R. 194 64 300 548 950 1326 1609 1849 2047 THE MINIMUM CONCRETE COVER TO REINFORGINCs SHALL BE AS FOLLOWS: 110 SLABS ON VAPOR BARRIER ___ 3" SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS v aj 00 BEAMS AND COLUMNS ..._..._..._.._... 1-1/2" t Ln p - FORMED CONCRETE BELOW GRADE _. 2" Cio►sr-Cisrn SAFE LOAD - POUNDS PER LINEAR FOOT �' � 0 0 UNIFORM CONCRETE BELOW GRADE ... 3" O N TYPE 8F8 -1T 8F12 -1T 8Fi6-1T 8F20-iT 8F24-iT 8F28-iT 8F32-iT r-4 U-) ALL CONCRETE FLAT WORK TO TERMITE TREATED LENGTH 8F8 -2T 81`12-2T 8Fi6-2T 8F20 -2T 8F24 -2T 8F28 -2T 8F32 -2T_ v o0 01207 (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 p1 1207 2040 2707 3375 4043 4711 5379 Q J Q O835 12 1407(26) 18682, 2329 ,e 2790,6 3251 (1 3712(,2) 2 6'-6" (78") PRECAST .. 835 1407 1868 2329 2790 3251 3712 ,.�1 .... ' ' O 7'-6" (90") PRECAST 727 (z3) 1065(26) 1624(31) 2025(28) 2426(26) 2827(25) 3228(24) Ne •� 6�2y 2: 727 1224 1624 2025 2426 2827 3228- ® 10'-6" (126") PRECAST 530 575 24 916 33 1188 33 1461 33 1736 33 2011 33 2.% z 0o 530 695 1180 (e) 1472 (4) 1763 2 2055 2346 384 (15) 358 (2,) 560 (29) 724 (30) 889 (3o) 1054(3o) 1220(3o) 1"( O 14'-0" (168") PRECAST 410 425 717 (9) 1063 (2,) 1358(23) 1582(22) 1807 (2,) ,h ® 17'-4" (208") PRESTRESSED 187 263 (19) 405 (26)1 521 (27) 638 (27) 756 (22) 873 (21 v 192 306 1 506 (,)1 740 (igi 1005(2 1271(31) 1473 (3,) 1] SAFE GRAVITY LOADS FOR 8' PRECAST w/ 2' RECESS DOOR U -LINTELS ,FH SAFE LOAD - POUNDS PER LINEAR FOOT LATERAL 4^=r-4~m-4^=r-4~mFW W TYPE 8RF6-OB 8RF10-OB 8RF14-OB R C M U LENGTH 8RU6 8RF6-1B 8RF10-18 8RF14-1B 8RU6 8RF6 1596 3063 2992 �{ O 4'-6" (54") PRECAST 1494 1756 3699 5206 694 693 1073 100 a O ® 7'-6" (90") PRECAST 669 755 1490 2459 509 674 363 v IN � M 755 1490 2459 W SAFE UPLIFT LOADS FOR 8' PRECAST w/ 2' RECESS DOOR U -LINTELS N # H SAFE LOAD POUNDS PER LINEAR FUUi 4^wr Cisrn Z U TYPE 8RF6-1T 8RF10-1T 8RF14-1T U N W LENGTH 8RF6-2T 8RF10-2T 8RF14-2T V 0 4'-6" (54") PRECAST 867 1604 2272 u 0 W W 867 1604 2272 � OS in 7'-6" (90") PRECAST 506 742 (,6) 1364(30) 04 U 506 1 898 1 1364 O M 0104 po .4 u 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 45 THE LINTELS MEET THE GRAVITY AND UPL iFTS LOADS. PRE-C245T LINTEL LINTEL DES � N LOADS BEARING: 30 psf LIVE LOAD (20*1 psf TOP CHORD) 10 psf DEAD LOAD (10# psf BOTTOM CHORD) UPLIFT: 26 psf MINUS DEAD WEIGHT OF BEAM (120 PLF) I. ALL LINTELS ARE SF1(o-15/7 EXCEPT AS SHOWN. RECESSED LINTELS M,4Y BE USED FOR SPANS { 9'-0" (9'-8" MAX. 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�-1 T""rFE5 I • • • • • • • • BB -1 8F8-1B/1T 8RF14-1B/1T 8F16-1B/1T 8F20-1B/1T ALL LINTEL ANI) POND PEAM REPAR TO BE 15, UNLE55 OTHERW15E NOTED. 5OND 5 A�'l 5C� D L�L MARC 51ZE REINFORCEMENT REMARKS BOTTOM BAR5 TOP BARS BB -1 8" X 8" X CONT. --- 1-15 CONT, PERIMETER BEAM NOTE: AT INTERSECTIONS USE 1- *5 CORNER BAR 30" LONG, EACH WAY FOUNEDAT f ON/COLUMN LEGENE) C -I O 8"x8" GROUTED CELL W/1*5 VERT. C-3 8"x16" CsROUTED CELL W/2"5 VERT. C-2 0 0 8"x12" GROUTED CELL W/2"5 VERT. PCCT f SCOL :) L MARK 51ZE (W X L) THICKNE55 (T) REINFORCEMENT BOTTOM BARS TOP 5AR5 FI 1'-6" CONT. 16" 2-05 CONT. --- 11-011 X CONT. 12" 1-05 --- 13'-011 X 3'-0" 12" 15 REBAR 6" O.C. EACH WAY REMARKS MONOLITHIC THICKENED EDGE COLUMN PAD TOP AT 16" BELOW FIN. r Drawn: TS u ® LLI 1LJL U zLL-t - LLI HUDSON -3 BEDROOM Date: 05-06-20 Scale: AS sHoWN Drawn: TS P.T. 2X6 BUCK ATTACHED WITH 3/8"x3"SLEEVE ANCHOR BOLTS (I-I/2"EM5ED) ON li" CENTERS ° ' ° ' 8" GBS WALLc,q eo,� co INSULATION I. 2x P.T. ON SIDES OF MASONRY OPENING 2. FASTEN SIDES THRU JAMS 4 2x WITH REVISIONS DATE (2,000 F'SI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. ° ° ` o o I/4" x 4 I/2" TAPCONS, 6" FROM THE TOP OR P P P 1/2" DRYWALL o, ° o, " o BOTTOM 8 16" O.C. BETWEEN. A SINGLE 1/4"x3" 1/4"x3" TAPCON SCREWS (1-1/2" EMBED) ON 14" CENTERS P.T. BUCK ° ° ROW OF FASTENERS IS ALL THAT IS (2,000 PSI MIN. CONCRETE) OR 8" CENTERS (C-90 BLOCK). I- MIN. OD. WASHER5 I;EQUIKD WITH TAPCONS. PER MANUF. W I"X4" PT. WRAP REQUIRED. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SPECS 3/16"x 1 1/4" EMBED TAPCONS 3. FILLED CELLS ON BOTH SIDES OF OPENINGS ONLY ONE SIDE REQUIRES MAX. 1/4" SHIM SPACING (NO WOOD) PER OPENING SCHEDULE 5/8" DRYWALL ATTACHED TO TRUSS WITH 1 1/4" X46 SCREWS, 12" O.G. FIELD 1 *5 VERT. 6' ❑ ❑ o 0 8" O.G. BUTT JOINTS CONT. 25 GAUGE METAL TRACK z Q 16 MAX. 10 WINDOW TOP AND BOTTOM W/ (U r 10 SMS s 24" O.C. 1/2" DRYWALL BOTH SIDES � 0 FINISH BACK O.H. DOOR ° ' a a a WALL ATTACHED WITH I I/4" •6 SCREWS, 12" O.C. FIELD 25 GAUGE CHANNEL SHAPED METAL I6" MAX. e OF DRYWALL 27" ❑ ° °•"� °•"� '•"� 8" O.C. BUTT JOINTS STUDS 24" O.G. 0 DRYER VENT RECE=55 1:1 11o 1 - VERTICAL CTYPJ ,° .°o•° . A5'4 .° BOTTOM TRAGIC ATTACHED TO SLAB WITH 1v MAX: �u HILT) PINS .145" DIA. X 1" LONG WOOD BASE k TRIM '816" O.C. C _all _ E)lRY1 VENT 2'-011 O.H. DOOR NOTE:FINISHED PRIOR TO BUCK INSTALLATION FLOOR E04 c ❑ O O qj i__� D RECE�5 APPLY A WATER RESITANT COATING O (PER FBC RESIDENTIAL R-103.4) NOTE: N O O SIDE VIEW FRONT VIEW TL O.H. G,4R,4GE DOOR f5UC TYP. JINDOW BJC; DET,4I P. NON=BESfNG WALL DETAIL PRIOR TO BUCK INSTALLATIONC:ai APPL7 A WATER RESITANT COATING (PER FBC RESIDENTIAL R-103.4) O O N N -TYN D VENT N I C H E D E 1,4 I L- 4 EXTERIOR DOOR BUCK DETAIL Ln J 0 M Ln p-0 p A3 SCALE: N.T.S. A3 5c,4L-E. N.T.5. ,43 SCALE: N.T.S. N.T.S. 0 ,43 SCALE: N.T.S. 4m' -m" U I0-0 30-m GENEfRAL NOTES 'Di a o;2c all a, HB TILE TO r ;.....*....P�o ,. 777111 11 11 11 111 CEILING 1� Z 1 11 11 O 01. THE CONTRACTOR &HALL VERIFY ALL EXISTING CONDITIONS WHICH WILL EFFECT � 1 F- UJ.I.C. SSR THE INSTALLATION OF ALL NEW WORK. IF DISCREf=ANGIE5 �4RE DISCOVERED, � w 1 1 6-0" CLG. I DE5IGNER MU5T BE NOTIFIED BEFORE PROCEEDING WITH ANY 1"10DIFICATION TO W a r 8'-m" THE APPROVED DOCUMENTS. A Im'-m" I" 15'-3" r 4' 1 l' -r' I 5' I" p.8'l 02. ALL CONSTRUCTION SHALL COMPLY WITH ALL STATE, COUNTY, AND LOCAL GODE5 H o AND 41=fi L ICA5LE AMENDMENTS ( LATEST EDITION �.9 w _ EGREOSS = = 1 1 BATH 03. THE CONTRACTOR I5 RE5PON5IBLE FOR THE ADEQUATE BRACING OF ALL 5TRUCTUR�4L AND NONSTRJCTJR�4L COMPONENTS DURING CONSTRUCTION. 1 RCH DRYWALL H - ADER I 1 s O 04. DO NOT 5GALE Df;RAWING5. UJRITTEN DIMENSIONS T,4<E PRECEDENCE OVER WHAT � � � o � U $' -m STUCCO CLG. `" DfiRAWINGS MAY SCALE OR IF WRITTEN DIMENSIONS DO NOT EXIST, WHICH ARE U 1 I I 5m6sBF 2868 LAV = NECE55j4RY FOR CON5TIPUCTION, THE CONTR34CTOR MUST CONTACIT THE DESIGNER U 4• H _ TO OBTAIN SAME. 1 ❑ = CLOSET N 2m68BF LINEN 05. INFORM,4TION FOR THE 6,451C LA'T'OUT OF THIS Dfp1AWING WAS 5,45ED ON EX15TING OR O v ° 6068 SGD a ,'-," " -2" "1'-2" FIELD DIMENSIONS ( F. D. ). CONTRACTOR MUST VERIFY IN FIELD ( V. I. FJ a a w U O o_ O O -_ ACTUAL CONDITIONS AS DISCOVEfiRED AND O5SEi�VED AND NOTIF'I' DESIGNEi� OF - O DRYWALL HEADER <PANTIRY O ANY DI5CREf=ANCIES. 1 METER 0(o, THE CONTRACTOR / OWNER ( IF OUJNEi;R BUILDER ), 15 SOLEL�1' RE5PON5I5LE± FOR = 2068 f I THE MEANS AND METHODS OF CONSTRUCTION, AND THE 5AFET,1' OF CONSTRUCTION DINING 1 5068 BF 8'-m" SLG. UJO fR<E R5. ° • VAULTED CLG. 1 m„ _ M M I I s, TYP 0T. ALL WOfP,G &HALL BE PREFORMED BY CONTRACTORS FO55E551NG VALID CERTIFIC;ATE5 � 31-011 F--4" 4' all 2'd0"121-111 m" 4'.)12'-r' OF COMPETENCY AND OCCUPATIONAL LICENSES, RECOGNIZED AND 4CCEfi TED BSI' � III DW 1 - O THE LOCAL GOVERNMENT HAVING JURISDICTION, OR BY OWNER. �C L- - om❑ 00. TO THE BEST OF MY <NOWLEDGE, THE PLAN& AND SPECIFIC;ATION5 SUBMITTED 0( a HEREWITH COMPLY WITH ALL EXISTING INTERPRETATION5 AND PROVISIONS OF THE EG�sS I O NQ ,4PPLIC,45LE BUILDING CODE5 AT THE TIME OF THE PLAN5 RREFARATION. NO on cn COUNTER AT 36"AFF jI = 0 WARRANTY EITHER EXi=RE55ED OR IMPLIED 15 HEREWITH GIVEN, II 1 09. CONTR,4CTDR / CWNER &HALL VERIFY ALL DIMENSIONS RELATED TO ANY P,4RT --AL=L= N LINEN _ e A _ e LAV IN45RICATED MATERIALS IOTO BEGINNING WOK OODERG F- OF CONSTRUCTION PRR RRR � _ KITIC VAULTS - WATE�LME Ll �� 1668 BF � CLG. REF 1 8'-m' CLG. WC TU -1 AG COMP. I I I I REQJ I REDFOR CONSTRUCT I ON. 10. ENGINEER) 5 SEAL 15 FOR 4PPROV,4L OF 5TRUGTURAL DE51GN ONLY. 2868 8-m cLG. 11. ALL GLASS IN HAZARDOUS LOCATION& TO COMPLY WITH 8300.4 e � ( � cING L 12. WALL AND CEILING FINI5HE5 SHALL HAVE A FLAME-5PREAD CLA551FICATION OF NOT GREATER THAN 200. (R302.9.1) 2068 BF 2868 0I� cV N VAULTED CLG. - 13. WALL AND CEILING FINISHE5 5H,4LL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. (8302.9.2) _ 2m�� x 2m , IQ R/A O EGRESS M 14. ALL TERMITE PROTECTION SHOULD COMPLY WITH 8318 PROPOSED HOU5E IN VERs' HEAVY TERMITE AREA. U �n DRYWALL HEAD 2 -8~ 2'-I0" 3' 4" , 15. ALL LUMBER USED SHOULD HAVE QUALITY M,41RKS PER 83112 3 8'-m" SLG 1(o, TILE TO BE IN5TALLED OVER FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS. (R702.4.1 ,4ND R702.4.2.). O A3 I IN SHOWER 5URROUND ,48E,45. TYP. I - 1-1. WEATHERING IS NEGL IG4BLE. I5'-3" F®ry ER 4" 6'-4" 2'-10" 5068 BF 10'-9" 18. GYi=5UM 80AR1--) COM1=LIES WITH F8C 102-3 0 VAULTED CLG. LAUNDRY Gil 1 LIFT 2 5 �„ It A3 A3 DRYER (VTR) I ? " CLG. TAFTI(TYP.) (IF REQUIRED) CTYPJ O O O O O I 5T, LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL REVIEW AFFIDAVIT O O AAAWA/�A��'� O- / \-- 2 I O 2868 SOLID 200 AMP PANEL FIIREE RATEMDIN - WH ❑ (GRE$S) 22"X54" (SELF-CLOSING) ATTIC ACCESS o OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: C� Nt 1 2 OPENING PRODUCT p MODEL 11 SIZE MANUFACTURER GLASS ATTACHMENT METHOD U -FACTOR SHGC PRODUCT APPROVAL BUILDING DESIGN PRODUCT DESIGN Ln s1 rmNTR - - - J BOLLARD 6� ID DESCRIPTION TYPE, SIZE, SPACING, & EMBEDMENT NUMBER PRESSURE PRESSURE 1 EXTERIOR DOOR METAL 192 " X 84" CLOPAY N/A SEE DETAIL 1 A3 n/a n/a FL 16546.5 +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 .18 .01 FL 20468.1 +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 .3 .26 FL 17234.1 +37.52/-40.81 +50.0 -50.0 is. 20'-0" 8" JILL - 1-11 4 25 SINGLE HUNG 25 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 / / � � .3 .26 FL 17234.1 +31.52 -40.81 +50.0 -50.0 ° GARAGE FAINTED FINISH N BLOCK WALL ° _ 5 EXTERIOR SGD DOOR SERIES 420 ALUM. SGD " " 12 X 80 MI WINDOWS AND DOORS TEMP. " " " 3/16 TAPCONS 1 1 4 EMBED. 6 MAX FROM EDGE 11 MAX O.C. FIELD 55 .25 FL 15332.2 +35.96 -39.16 +40.0 -40.0 6 25 SINGLE HUNG VINYL SH -610 SERIES 38 X 63 CUSTOM WINDOW SYSTEMS ANNEALED 3/16" TAPCONS, 1 1/4 " EMBED.,6" MAX FROM EDGE, 14 1/2" MAX O.C. FIELD .3 .26 FL 17234.1 +31.52/-40,81 +50.0 -50.0 V-0" cLG. IN GARAGE - 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 27 .29 FL 17354.2 +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 / .3 .26 FL 17234.1 +37.52/-40.81 +50.0 -50.0 c6� � •� � 1L�UT �/ OL C 9 25 SINGLE HUNG VINYL SH -610 SERIES " 38 X 63 CUSTOM WINDOW SYSTEMS ANNEALED " " " 3/16 TAPCONS, 1 i/4 EMBED.,6 MAX FROM EDGE, 14 1/2 MAX O.C. FIELD 3 26 FL 17234.1 +37,52/-40.81 +50.0 -50.0 PRODUCT MODEL MANUFACTURER ATTACHMENT METHOD PRODUCT APPROVAL BUILDING DESIGN PRODUCT DESIGN O O TYPE SIZE SPACING EMBEDMENT & STIFFENER ETC. NUMBER PRESSURE PRESSURE Z O MULLIONS N/A ROOF SHINGLES TAMKO FIBERGLASS REINFORCED SHINGLE, 6 FASTENERS PER CODE FL 18355.1 SIDING STUCCO RINKER (3) LAYERS STUCCO APPLIED TO MASONRY WALL HUDSON -3 BEDROOM SOFFIT VINYL PLYGEM/MASTIC 1 1/2" ROOFING NAIL WITH 1/8" DIA. SHANK AND 3/8" HEAD OR STAPLES WITH 1" LEGS, 1/16" GA. TO FASCIA, J -CHANNEL TO CBS WALL ATTACHED WITH CASE HARDENED FL 23352 +148.2 / -36.4 +148.8 / -52.1 Date: 05-06-20 1 'T' OR STUB NAIL 0.097" DIA. X 5/8" LONG AT 4" O.C. SPACING HURRICANE PANELS METAL HURRICANE STORM PANEL ELCO PANELMATE PLUS SCREW, 1 3/4 MIN EMBED. , MIN. 12 1/2 O.C. FL16293-R2 (SEE OPENING PRESSURES ABV.) (SEE OPENING PRESSURES ABV.) 43 (TYP.) I 0 HB Scale: ASsHm /-, O 00 0 00 b O UJALL LEGEND AREA CALG�LATION5 Drawn: TS 5'-l" 1'-4" 41-Io 2'-S" 16'-0" T-8" 12'-6" 6'-2" 21'-4" 8" CONC. BLOCK 6 8'-1" AFF LIVING 1597 5F (15,200 CU51C VOLUME 4m' -m° GARAGE 44158 4" INT. PARTITION W/ R-13 INSULATION PORCH 136 5F * FL 008 PL ANENTRY 31 5F Z3 4" OR 6" INT. PARTITION FULL HEIGHT SC,4L.E: 1/4'' = P -O" TOTAL 2205 5F 0, X U = 300" n m m m m m m m m m m ti C- C- cn L- C- L- L- L- C- C- C- m m m m m m n C- C- C- C- C- cC- il 47D 5Ls,4L = 1/4'' V-0 011 i s TRUSS/ MEMBER MARKAD UPL IFT C FORCE O N E C T O R CONNECTOfR 5CI�EEDULE OR/DEVICE CONNECTOR ALLOWABLE NAILS -QTY. 8 SIZE PER REMARKS / LOAD VALUES CONNECTION (106 NAILS PRODUCT TYPICALI TRUSS TO UP TO O SIMP50N HETA 20 APPROVAL MASONRY 1810# lA SIMP60N HETA 20 LATERAL 0 luno LOAD e e CJ1 TAPCONS - QTY 8 SIZE o PARALLEL PERPEND PER CONNECTION 0 TO BEAM TO BEAM F1 �2 BOLTS - QTY e SIZE PER CONNECTION CJ1 O C 340# 110# 8- 0.148 X 1 1/2" NAILS ,,,,,,,,,,,,,,, •� * . ?/fid'''. U , 1 1 - �o N FABRICATOR TRUSSES SHALL BE FURNISHED IN ACCORDANCE WITH V z Li DESIGNS PREPARED BY AND SIGNED AND SEALED BY A FLORIDA H — REGISTERED PROFESSIONAL ENGINEER TRUSS DESIGN SHALL FOLLOW Z - W C --J3 W THE SPECIFICATIONS AS OUTLINED BY THE "NATIONAL DESIGN W a _ z SPECIFICATIONS FOR STRESS GRADE LUMBER," AND ITS FASTENINGS BY A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVISION), AND WALL t4T L NF,) N l•I W TRUSSES," BY THE TRUSS PLATE INSTITUTE. NTH Q OAU Z U N C7w� 1A 2 49 Al2 THE ENGINEER AT ALL TIMES. I U=521" a134U HUD50N-3 BEDROOM U=3410" 4. THE HANDLING AND ERECTION OF WOOD TRUSSES SHALL BE IN 1U=1311" 2 PLY All "/zrt=Alo 05-06-20 5. ALL ENGINEERED HEADERS AND METAL CONNECTORS BETWEEN Scale: As sHoWN II MATERIALS SPECIFIED BY THE TRUSS MANUFACTURER SHALL BE SUPPLIED BY THE TRUSS MANUFACTURER 8'-0" CLNG 0 w n: 8'-0" CLNG 0 i AND TRUSS ENGINEERING BEFORE THE START OF TRUSS MANUFACTURING. i. ALL UPLIFTS CALCULATED BY TRUSS COMPANY HAVE BEEN REVIEWED AND APPROVED. 09 SEE TRUSS MANUFACTURER'S SHOP DRAWINGS. `v2 PLY 2 PLY \ 311�, \ v 14' S" A05 A04 V �' VAULT \ 2'/12 VA,UL \2/12 A04 oz V A A ` A04 77 \ 8'-0" CLNG A04 ` A04 HIq A04 O A03 A03 A 0 2 1\8' 5" A \ \ A02 A02 A01 DR❑P T/C DROP T/C B01 8'-0" CLNG O B01 O O DROP T/C col col Col col O 8'-0" CLNG Col col c01 DROP T/C CO2 47D 5Ls,4L = 1/4'' V-0 011 i s TRUSS/ MEMBER MARKAD UPL IFT C FORCE O N E C T O R CONNECTOfR 5CI�EEDULE OR/DEVICE CONNECTOR ALLOWABLE NAILS -QTY. 8 SIZE PER REMARKS / LOAD VALUES CONNECTION (106 NAILS PRODUCT TYPICALI TRUSS TO UP TO O SIMP50N HETA 20 APPROVAL MASONRY 1810# lA SIMP60N HETA 20 GIRDER TO WALL UP TO O SIMPSON LGT2 2030# FL -11413 1,810# 1 340# 1 110# 18- 0.162 X 3 1/2" NAILS 2030# 1001, 110# 16 - 0.148 X 3 1/4" NAILS -1- 1/4" X 2 1/4" TITEN FL -1140 NOTE: ALL TRUSS TO TRUSS CONNECTIONS BY tRUSS MANUS. SQUARE CUT OVERHANG TYPICAL END DETAIL SIMPSON HM9KT W/ (4)1/4" DIA. X 1 1/2" SDS SCREWS TO INTO TRUSS AND (5) 1/4" DIA. X 2 1/4" TITEN SCREWS INTO BEAM BOND BEAM AT MAIN SPAN TRUSSES WITH BOTH HM9KT CLIP AND HTSM16 UPLIFT= 1980 LBS R = ISO LBS F2 = 290 LBS AT JACK TRUSSES uA;= WMOkT G SIDE VIEW 13 r\ O\ / I \ 2 2 / I / I RIDGE O <\ O I O \O \\\ I / O \ /---- �� - 3 I �-----2 —0 -- i 3 TYPICAL: 5/8" CDX PLYWOOD OR 7/16" OSB DECKING NAILED TO TRUSSES w/8d RING SHANK NAILS, AS PER ZONES. ZONES O &O : 8d RING SHANK NAILS ® 6"o.c. THROUGHOUT. ZONE O : 8d RING SHANK NAILS 0 4"o.c. AT EDGES. 8d RING SHANK NAILS ® 6"o.c. AT INTERMEDIATES. OOH NAILING ZONES ISOLATE TRUSS FROM CONCRETE W/ A GALV. METAL PAN OF A SINGLE LAYER OF 030 FELT. SIMPSON HTSMl6 STRAP W/ (4) 1/4' DIA. X 2)/4' TITEN SCREWS INTO BEAM AND (8) 10d x 1-1/2' NAILS INTO TRUSS. UPLIFT= 805 LBS F1 = 670 LBS OUTSIDE FACE INSIDE FACE F2 = 200 LBS M155ED ANCHOR DETAIL GENERAL NOTES: ROOF T U55 5 REVISION51 DATEI I. ROOF LAYOUTS PROVIDED ON THESE PLANS HAVE BEEN USED ARE] 1/2" LONG FOR SINGLE MEMBER TRUSS APPROVAL FOR STRUCTURAL AND ARCHITECTURAL DESIGN. TRUSS MANUFACTURER UPLIFT LATERAL LATERAL 0 luno LOAD LOAD TAPCONS - QTY 8 SIZE o PARALLEL PERPEND PER CONNECTION 0 TO BEAM TO BEAM F1 �2 BOLTS - QTY e SIZE PER CONNECTION 1,810# 340# 110# 8- 0.148 X 1 1/2" NAILS ,,,,,,,,,,,,,,, •� * . ?/fid'''. FL -11413 1,810# 1 340# 1 110# 18- 0.162 X 3 1/2" NAILS 2030# 1001, 110# 16 - 0.148 X 3 1/4" NAILS -1- 1/4" X 2 1/4" TITEN FL -1140 NOTE: ALL TRUSS TO TRUSS CONNECTIONS BY tRUSS MANUS. SQUARE CUT OVERHANG TYPICAL END DETAIL SIMPSON HM9KT W/ (4)1/4" DIA. X 1 1/2" SDS SCREWS TO INTO TRUSS AND (5) 1/4" DIA. X 2 1/4" TITEN SCREWS INTO BEAM BOND BEAM AT MAIN SPAN TRUSSES WITH BOTH HM9KT CLIP AND HTSM16 UPLIFT= 1980 LBS R = ISO LBS F2 = 290 LBS AT JACK TRUSSES uA;= WMOkT G SIDE VIEW 13 r\ O\ / I \ 2 2 / I / I RIDGE O <\ O I O \O \\\ I / O \ /---- �� - 3 I �-----2 —0 -- i 3 TYPICAL: 5/8" CDX PLYWOOD OR 7/16" OSB DECKING NAILED TO TRUSSES w/8d RING SHANK NAILS, AS PER ZONES. ZONES O &O : 8d RING SHANK NAILS ® 6"o.c. THROUGHOUT. ZONE O : 8d RING SHANK NAILS 0 4"o.c. AT EDGES. 8d RING SHANK NAILS ® 6"o.c. AT INTERMEDIATES. OOH NAILING ZONES ISOLATE TRUSS FROM CONCRETE W/ A GALV. METAL PAN OF A SINGLE LAYER OF 030 FELT. SIMPSON HTSMl6 STRAP W/ (4) 1/4' DIA. X 2)/4' TITEN SCREWS INTO BEAM AND (8) 10d x 1-1/2' NAILS INTO TRUSS. UPLIFT= 805 LBS F1 = 670 LBS OUTSIDE FACE INSIDE FACE F2 = 200 LBS M155ED ANCHOR DETAIL GENERAL NOTES: ROOF T U55 5 REVISION51 DATEI I ml Igo O N Lu 0 I. ROOF LAYOUTS PROVIDED ON THESE PLANS HAVE BEEN USED FOR STRUCTURAL AND ARCHITECTURAL DESIGN. TRUSS MANUFACTURER � N o 0 luno o o 0 >.000 0 STRUCTURAL OR ARCHITECTURAL DESIGNS AS SHOWN ON THIS PLAN SHALL BE PROVIDED TO AND APPROVED BY THE DESIGNER AND/OR 0 J 0 ,,,,,,,,,,,,,,, •� * . ?/fid'''. U , 1 1 - �o N FABRICATOR TRUSSES SHALL BE FURNISHED IN ACCORDANCE WITH V z Li DESIGNS PREPARED BY AND SIGNED AND SEALED BY A FLORIDA H — REGISTERED PROFESSIONAL ENGINEER TRUSS DESIGN SHALL FOLLOW Z - W W THE SPECIFICATIONS AS OUTLINED BY THE "NATIONAL DESIGN W a _ z SPECIFICATIONS FOR STRESS GRADE LUMBER," AND ITS FASTENINGS BY A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVISION), AND WALL t4T L NF,) N l•I W TRUSSES," BY THE TRUSS PLATE INSTITUTE. NTH Q OAU Z U N C7w� WOOD TRUSSES, WILL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE ENGINEER AT ALL TIMES. a134U HUD50N-3 BEDROOM 4. THE HANDLING AND ERECTION OF WOOD TRUSSES SHALL BE IN I ml Igo O N Lu 0 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 0 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 H Li DESIGNS PREPARED BY AND SIGNED AND SEALED BY A FLORIDA — REGISTERED PROFESSIONAL ENGINEER TRUSS DESIGN SHALL FOLLOW Z - THE SPECIFICATIONS AS OUTLINED BY THE "NATIONAL DESIGN Lull _ SPECIFICATIONS FOR STRESS GRADE LUMBER," AND ITS FASTENINGS BY C�i AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVISION), AND WALL t4T L NF,) DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES," BY THE TRUSS PLATE INSTITUTE. Q 3, THE DESIGN AND SHOP DRAWINGS, AS WELL AS THE FABRICATION OF Z C WOOD TRUSSES, WILL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE ENGINEER AT ALL TIMES. HUD50N-3 BEDROOM 4. THE HANDLING AND ERECTION OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS NOTED ON THE TRUSS MANUFACTURER'S SHOP DRAWINGS. Date: 05-06-20 5. ALL ENGINEERED HEADERS AND METAL CONNECTORS BETWEEN Scale: As sHoWN II MATERIALS SPECIFIED BY THE TRUSS MANUFACTURER SHALL BE SUPPLIED BY THE TRUSS MANUFACTURER D ra w n: Ts 6. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS ON THE TRUSS LAYOUT AND TRUSS ENGINEERING BEFORE THE START OF TRUSS MANUFACTURING. i. ALL UPLIFTS CALCULATED BY TRUSS COMPANY HAVE BEEN REVIEWED AND APPROVED. SEE TRUSS MANUFACTURER'S SHOP DRAWINGS. i4o4 FIBERGLASS SHINGLE ROOF (TYPJ 4 12 LOH GEMENTITIOUS MATERIAL ON CONCRETE BLOCK %Q Q "A SIZE MANUFACTURER GLASS DESCRIPTION OHS PRODUCT APPROVAL NUMBER BUILDING DESIGN PRESSURE PRODUCT DESIGN PRESSURE 1 EXTERIOR DOOR METAL 192" X 84" CLOPAY 0 0 (TEMP) 5C,4LE: 1/411 I'-011 FIBERGLASS SHINGLE ROOF (TYR) 4 12 TOP OF BEAM 5T. LUCIE C®UNT�' 5UILDING [DEPARTMENT PRODUCT APPROVAL REVIEW AFFIDAVIT OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING ID PRODUCT MODEL SIZE MANUFACTURER GLASS DESCRIPTION ATTACHMENT METHOD TYPE, SIZE, SPACING, & EMBEDMENT PRODUCT APPROVAL NUMBER BUILDING DESIGN PRESSURE PRODUCT DESIGN PRESSURE 1 EXTERIOR DOOR METAL 192" X 84" CLOPAY N/A SEE DETAIL 1 A3 FL 16546.5 +31.86/ -38.74 +36.0 / -42.0 2 EXTERIOR DOOR OPAQUE FIBERGLASS 36" X 80" THERMATRU N/A 1/4" z 3 1/4 " TAPCONS 6" FROM EDGES, 12" O.0 FIELD FL 20468.1 +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 +37.52/-40.81 +50.0 -50.0 4 25 SINGLE HUNG VINYL SH -610 SERIES 38" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3/16" TAPCONS, 1 1/4 " EMBED.,C MAX FROM EDGE, 14 1/2" MAX O.C. FIELD FL 17234.1 +37.52/-40.81 +50.0 -50.0 5 EXTERIOR SGD DOOR SERIES 420 ALUM. SGD 72" X 80" MI WINDOWS AND DOORS TEMP. 3/16" TAPCONS, 1 1/4' EMBED., 6" MAX FROM EDGE, 17" MAX O.C. FIELD FL 15332.2 +35.96 -39.16 +40.0 -40.0 6 25 SINGLE HUNG VINYL SH -610 SERIES 38" X 63" CUSTOM WINDOW SYSTEMS ANNEALED 3/16" TAPCONS, 1 1/4 " EMBED.,6" MAX FROM EDGE, 14 1/2" MAX O.C. FIELD FL 17234.1 +31.52/-40.81 +50.0 -50.0 7 FIXED GLASS WINDOW VINYL PW -655 SERIES 72" z 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 +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, HELD FL 17234.1 +31.52/-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 +31.52/-40.81 +50.0 / -50.0 OH CEMENTITIOUS MATERIAL ON CONCRETE BLOCK ;4 LU FIN. FLR.- - TOP OF BEAM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I' -O" OH -(d" tow OI-4 OH = CEMENTITIOUS MATERIAL j4 ON CONCRETE BLOCK- -W FIN. FLR. O O (EGRESS) TOP OF BEAM "ao 5C,4LE: 1/4'1 = 1'_011 FIBERGLASS SHINGLE ROOF (TYR) 0 m FIN. FLR. - L - 4 12 - - - - - - - - - - 3 O (EGRESS) O Ll Lluuuuuu E L Ev�iloN SCALE: 1/41'- 1'-0'' OH O (EGRESS) O (EGRESS) SC,4LE. 1/411 = 1' -II /DS Q V, 1� FIBERGLASS SHINGLE ROOF (TYR) b,. 12 4 ExTozm C,W NALL COATIN& CK �_:' W1FJpO1V SNLL, JAV55 ATP MSR, SET P.T. HOOD 'BULK SOV' R APPLY AROUND DLM KkTIENPRODFIN G, IN COR9ER AND UfETH*E SEALANT, TASTER EXTEW 6' ALL PER PRODXT A!PPROVRS ARaM THE TACE o� �rE raAll. 3 APPLY NIF 0, M �O M40 lo 5� EDGE � CNL-'R THE ?G.=' RN6 Cr- P.T. YIOOD EXiFt'CR FWC OE 9U� C AND SLL. BUCK TO N NUHEERS (ZEFW-sG- V 45TALLA-ON SEGUeICE Q NOTE: PRIOR TO BUCK INSTALLATION JNsTAsl RNxra OR aom FASMN F -IR 'ROR47 APPLY A WATER RESISTANT COATING APPROVAL AND5EAL AINXKOR WOR FRAME TO (PER FBG RESIDENTIAL R-103.4 AND FT w000 5LICK AV MA50MY AAMA 114 FOR FLUID APPLIED MEMBRANES) USE PROTECTO LL.M200 BY PROTECTO WRAP UJINEDOW / DOOR OPENING �ATE'RPROOFING NTS m• EVISIONSI DATE IM u- C'Nk LL- LLI NO O Ln O O y C p O fV cr1 N �1 = }' HUD50N-3 BEDROOM Date: 05-06-20 Scale: AS SHOUJN ;NQ:e N LL 6 2y U�- o ¢ z H W W � a z A � V Nim w NN#� x 0z� �V`a�'o�Cww �wU C4 0 04 0 w U IM u- C'Nk Drawn: TS LL- LLI LL -1 y u �i LL- HUD50N-3 BEDROOM Date: 05-06-20 Scale: AS SHOUJN Drawn: TS REVISIONS DATE N O � O Lf) O O d- •� N O O o O C> -1/16" OSB SHEATHING 2X4's AT 16" O.C. ANCHOR TO ROOF�— TRUSS UJ/ SIMPSON LU524 4 TO DROP 2"x4" L -BRA GABLE UJ/ SIMSPON HIDA METAL DRIP EDGE U '? y " * oZ_ 2 X FASCIA ALUM. OR VINYL WRAPPED ............... ° ° ° ALUM. OR VINYL PERFORATED SOFFIT z OSB SHEATHING H 1/16" (Sd NAILS Q 4 EDGES 4 (oil FIELD. PICAL TTRUS SESC } STRUCTURAL DROP GABLE W END TRUSS W/STUDS 16" O.C. A STUCCO ON PAPER a o 2`x4" X -BRACE BAGKED METAL LATH rrhh M w/2 - 16d NAILS � EA. END 2x8 P.T. PLATE �7 W 4 w/1/2" DIA. J -BOLTS OR 1/2" DIA. ?H� c� C) W X 6" REDHEADS W P-� ° ° u 16d 511O.C. TRUSS TO PLATE o WHEN 2x8 02x6) USED U cN W NOTE: TYP. U -BLOC SIMPSON MSTAM24 (9) Im NAILS TRUSS, V [� SEE TYP. WALL (5) 1/4" X 2 1/4" , TITEN SCREWS (u=1210 FL 1901) SECTION FOR EXTEND LATH Ix U FURTHER DETAILS PAST BEAM N x 4 00 a a , U (--4�G45LE ENED TfRL�55 5fRAC NDT e OJ� NTS ca c 12 u- FIBERGLASS SHINGLE ROOF ON 300 FELT �� Z TIN TAGGED ON 71/16" OSB SHEATHING W/CLIPS L ATTACHED WITH M RING SWANK NAILS (SEE SWEETA-4 FOR SPACING) 12 12 ON APPROVED, PRE ENGINEERED J FIBERGLASS SHINGLE ROOF ON 30' FELT FIBERGLASS SWINGLE ROOF ON 30" FELT WOOD TRUSSES 6 24" O.C. L1 TIN TAGGED ON l/I(o" OSB SHEATHING U)/CLIPS ATTACHED WITH 8d RING SHANK NAILS (SEE SHEETA-4 FOR SPACING) TIN TAGGED ON 1116" OSB SHEATHING U)/CLIPS ATTACHED WITH 8d RING SHANK NAILS (SEE SHEETA-4 FOR SPACING) 0-) co ON VED, PRE ENGINEERED TRU WOOD APPROVED, RE CINEERED WOOD SES -m 2411 -P 2411 TOP CHORD \ BRIDGING 4 BRACING \ STRAPS PER t STRAPS PER STRAPS PER PER SHOP DRAWINGS a CONNECTOR SCHEDULE LL1 co TOP CHORD \ CONNECTOR SCWEDULE \ TOP CHORD \ CONNECTOR SCHEDULE SEE ELEVATIONS FOR WALL HTS. �� L BRIDGING 4 BRACING \ BRIDGING 4 BRACING \ c "RAT RUNS" PER SHOP DRAWINGS PER SHOP DRAWINGS e8'-0" (MAX.) SEE ELEVATIONS FOR WALL HTS. SEE ELEVATIONS FOR WALL HTS. R-30 BATT INSULATION —/ "RAT RUNS" "RAT RUNS" 5/8" OR 1/2" DRYWALL (CLG) 1/2" P.T. NAILER 'o METAL DRIP EDGE 2 X FASCIA ALUM. OR VINYL WRAPPED �8'-0" (MAX,) ® ® �S'-0" (MAX.) • ® PROVIDE FIREBLOCKING ol SEE ELEv'S 55-1 VINYL PERFORATED CONTINUOUS SOFFIT ATTACHED WITH (3) LAYERS OF STUCCO APPLIED METAL DRIP EDGE (3) LAYERS OF STUCCO APPLIED METAL DRIP EDGE 11/2" ROOFING NAILS WITH 1/8" DIA. SHANK AND 3/5" HEAD OR I 70 HIGH RIBBED METAL LATH NAILED I SEE ELEv'S TO HIGH RIBBED METAL LATH NAILED I SEE ELEv'S FILLED W/3000 PSI GROUT STAPLES WITH I" LEGS, 1/16" GA. TO FASCIA AND 'T' TO BOTTOM CHORD OF TRUSS W/ 2 X FASCIA ALUM. OR VINYL WRAPPED 70 BOTTOM CHORD OF TRUSS W/ 2 X FASCIA ALUM. OR VINYL WRAPPED (W/1-# 5 9 CORNER RETURN BAR I J -CHANNEL TO CBS WALL ATTACHED WITH CASE HARDENED OR 2" LATH NAIL (I 3/4" PENETRATION) b" O.C. IL ( 1 VINYL PERFORATED CONTINUOUS SOFFIT ATTACHED WITH 2" LATH NAIL l 13/4" PENETRATION) 6" O.C. IL ( 1 VINYL PERFORATED CONTINUOUS SOFFIT ATTACHED WITH 30 LONG EACH WAY) „ STUB NAIL 0091 DIA. X 5/8 LONG AT 4 O.G. SPACING I 11/2" ROOFING NAILS WITH 1/8 DIA. SHANK AND 3/8 HEAD OR I 1 1/2 ROOFING NAILS WITH 1/8 DIA. SHANK AND 3/8 HEAD OR (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) I VENTILATION REQUIRES 2205/150 = 14.10 SQ, FT. PER ASTM 3 SEC.1.TRATI STAPLES WITH I LEGS, 1/16 GA. TO FASCIA AND PER ASTM 3 SEC. 1.10.23 STAPLES WITH 1" LEGS, 1/I6" GA. TO FASCIA AND I X 4 P.T. (TYP,) I ACTUAL VENTILATION IS 208 LF. X 5.87" = 101.15 SQ. FT. SSS-IB�I1 J -CHANNEL TO CBS WALL ATTACHED WITH CASE HARDENED 'T'OR J -CHANNEL TO CBS WALL ATTACHED WITH CASE HARDENED 'T' OR CURTAIN NAILER FRE -CAST LINTEL OVER OPENING FILLED W/3000 PSI GROUT I STUB NAIL 0.091" DIA. X 5/8" LONG AT 4" O.C. SPACING VENTILATION REQUIRES 2205/150 = 14.10 SQ. FT, FILLED UJ/3000 PSI GROUT I STUB NAIL 0.091" DIA. X 5/8" LONG AT 4" O.C. SPACING VENTILATION REQUIRES 2205/150 = 14.10 SQ. FT. 1/2" DRYWALL ON (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) (W/I-# 5 6 CORNER RETURN BAR ACTUAL VENTILATION 15 208 LF. X 5.81" = 101.15 SQ. FT. (W/1-° 5 6 CORNER RETURN BAR ACTUAL VENTILATION IS 206 LF. X 5.81" = 101.75 SQ. FT. 3/4" FURRING STRIPS ON 30" LONG EACH WAY) 30" LONG EACH WAY) ON CONIC. BLOCK WINDOW (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) PRE -CAST LINTEL OVER OPENING (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) PRE -CAST LINTEL OVER OPENING W/ 4.1 FOIL BACK INSULATION (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) (NOT REQUIRED IN GARAGE) I 411 PAVERBRICK ALTERNATIVE. MASONRY TEXTURE OVER PAVERBRICK ALTERNATIVE MASONRY TEXTURE OVER POURED GONG OR I PRECAST CONIC SILL 2 3/8" THICK PAVERBRICKS ON I CONCRETE BLOCK COLUMN l3 GOATS) 2 3/8" THICK PAYERBRICKS ON I CONCRETE BLOCK COLUMN l3 COATS) �7! I" LEVELING SAND ON 4" TO 6" I" LEVELING SAND ON 4" TO 6" I FILLED CELL W/ (U 05 VERT., 30" LAPS, SHELLROCK BASE FILL MASONRY COLUMN W/ (1) 05 VERT., 30" LAPS, SHELLROCK BASE FILL MASONRY COLUMN W/ (1) 05 VERT., 30" LAPS, I 10" HOOKS AT TOP AND BOTTOM 10" HOOKS AT TOP AND BOTTOM 10" HOOKS AT TOP AND BOTTOM (SEE FOUNDATION PLAN FOR SPACING) 4"-3000 P.S.I. CONC. SLAB (SEE FOUNDATION PLAN FOR SPACING) I 4"-3000 P.S.I. CONC. SLAB (SEE FOUNDATION PLAN FOR SPACING) WOOD BASE 4 TRIM MASONRY TEXTURE OVER r LL FIBER MESH IN CONIC. ON FIBER MESH IN CONIC. ON 4"-3000 PSI CONCRETE SLAB CONCRETE BLOCK (3 -COATS) 6 MIL VAPOR BARRIER ON I 8" x 12" THICKENED 6 MIL VAPOR BARRIER ON I " x 12" THICKENED FIBERMESH IN CONCRETE ON L1_ LU LU COMPACT, POISONED SOILCOMPACT, OR PAVER BRICKS I EDGE I-5 (TYP) POISONED SOIL OR PAVER BRICKS I EDGE I- CONT.(TYP) 6 MIL. VAPOR BARRIER ON COMPACTED, POISONED SOIL 1L�Jl 1L� TOP OF SLABS GRADE ° ° GRADEFI NISH GRADE °° IIIIIIIII-1111 IIIIIIIII—III- � � – � � I III ° ° III III III III III I III III � —III III III III III III III I I I ° a ° ° ° a III I III III III III III I � � 11 11 11 11 1=1 ° ° 11 11 11 11 al ° III III III III III ° III III COMPACT FILL TO MIN. III III III III III III III III 95go MAX MOD -PROCTOR a ° ° ` III III III III III - III III IIIc ° III 1 _ ° u 'I ;III ° ° III III III °° III III I I IIII � IIIIIIIIIIIIIIII—III— I -III.. DENSITY -11111=1=III1 1=I 1=1=III=III=_� a a° SEE FOUNDATION PLAN FOR IIIIIIIIIIII=1 IIIIIIIIIII 1=I�I=1=III= 1=III=I 1=1=1 1=1 I ,LIQ ° ° I I I I I I I l 111 - IIIIIIIIIIIIIIIIIIIII—III CONIC. FOOTING SIZE AND REINFORCEMENT III III III III III III III III III HUDSON -3 BEDROOM i I I I I I I I I a a a as a � l I I -III III III III III III III III SEE FOUNDATION PLAN FOR III III—III III III III III III III III III III III III—III III III III I l III III III III III III III III SEE FOUNDATION PLAN FOR ITIIIIIIII GONG. PAD SIZE AND REINFORCEMENT III IIIIII—III III—III III IIIIII —III IIIIIIIIIIII—III Date: GONG. PAD SIZE AND REINFORCEMENT � -I III=1 1=I 1=1 1=1 ;III—III' 1=� 1=I 1=I 1=III �IIIIIIIIIIIIIIIIIIIII� 11jIII,;,IIII��111III=III III '�IIIII�IIIIIIIIII;,III- III,IIIII,„III- ��I III, I�� 05-06-20 VIII; III II Scale : As SHOWN 3 TSF I CAL fCfRC�4 5 C I ON 2 T�-F I CAL NTf;R-T- 5 CT I ON 11450NF;�'r UJAL L SECTION Drawn: TS S1 GJ� SCALE: 3/4 = I'-0” CJI SCALE: 3/4 = 1'-0" SCALE: 3/4" = 1'-0" DIS( LIFT T,dFTI (IF REQUIREr ELECTRICAL PLAN SCALE.- 1/4" = I'_011 METER '/GFI r 1,4;; -wig VIL.I PRE -WIRE ONLY AC COMP. 2" V.T.R. I L TO SEWER SYSTEM FL��IFDING F�15ER NTS NOTE: ALL SHOWER HEADS TO HAVE ANTI -SCALD VALVES NOTE: STUDOR VENTS (S.V.) MAY 5E USED IN LIEU OF 211 V.T.R.'S ELECTR ICAL SY1150LS LEGEND F=4NEL ELECTRIC14L L014D C4LCUL14TIONIS CIRCUIT DESRIPTION CIRCUIT I WIRE WATTS REMARKS N0. POLE I TRIP 1-8 LIGHT'S # RECEPTACLES 1 15 14 4,191 3 X Sr-. IARC FAULT) 9,11 RANGE/OVEN 2 30 10 8,000 10,12 DISHWASHER DUPLEX RECEPTACLE ® JUNCTION BOX ® EXHAUST FAN ® 220V RECEPTACLE © TV JACK VP VAPOR PROOF 20 SWITCHED RECEPTACLE V PHONE JACK - PREWITRE ONLY / 14,16 DRYER 2 30 10 5,000 FLOOR DUPLEX IZMCEPTACLE DOUBLE FLOOD -SOFFIT MOUNTED 1 0 CEILING FAN OUTLET 30 08 --- ---- (GFT OUTLETS ONLY) 20,22 20,22 A.H.U. HEAT STRIP G2UADRUPLEX RECEPTACLE 60 #6 10,000 (GFT OUTLETS ONLY) 23 © MCANDESCEMT PENDANT FIXTURE- CEILMG MOUNTED — 20 GFI GROUND FAULT INTERRUPTER IARC FAULT) 29 REFRIGERATOR WP WEATHERPROOF GROUND INCANDESCENT FIXTURE - CEILING MOUNTED 800 GFI FAULT INTEF42UPTER DISPOSAL 1 20 #12 SINGLE POLE SWITCH -0- INCANDESCENT FIXTURE - WALL MOUNTED I\ CEILING FAN /LT.OUTLET 2 3 WAY SWITCH � RECESSED HIGH 1,200 1- cf) OL HAT W/ TRIM — $4 4 WAY SWITCH —FPL � lu ELECTRIC CO. METER 0 ELECTRICAL PANEL T PUSHBUTTON `= DISCONNECT SWITCH FLUOR. LIGHT ® SMOKE/CAF ION MONOXIDE DETECTOR (MTERX ff:CW43ATIERY W -K -UP) F=4NEL ELECTRIC14L L014D C4LCUL14TIONIS CIRCUIT DESRIPTION CIRCUIT I WIRE WATTS REMARKS N0. POLE I TRIP 1-8 LIGHT'S # RECEPTACLES 1 15 14 4,191 3 X Sr-. IARC FAULT) 9,11 RANGE/OVEN 2 30 10 8,000 10,12 DISHWASHER APPLIANCES 1 20 112 3,000 (GFT OUTLETS ONLY) 13,15 WATER HEATER 2 20 10 4,500 (GFI /ARC FAULT) 14,16 DRYER 2 30 10 5,000 (GFI /ARC FAULT) 11,19 COND. UNIT 2 30 08 --- ---- (GFT OUTLETS ONLY) 20,22 20,22 A.H.U. HEAT STRIP 2 60 #6 10,000 (GFT OUTLETS ONLY) 23 KITCHEN 1 20 012 1500 IARC FAULT) 32-42 I SPACE OVERHEAD SERVICE TOTAL LOAD: 35,641 - 10,000 = 25,041 15T 10 KW 100% : 10,000 REMAINDER a 40% 10,256 A/C 10,000 100% 10,000 TOTAL: 30,256 = 240 -- 126.01 AMPS CLAMP TO CLOSEST REBAR 2(4/0) ALUM. 5E GABLE 1 (2/0) ALUM. 5E CABLE 2" CONDUIT 200 A MAIN BREAKER PANEL 120/240 VOLT NOTE: INTERSYSTEM BONDING STRIP IS REQUIRED AT THE MAIN SERVICE GROUND #4 C.U. CLAMPED TO FOOTINGS REBAR AND C.W. PIPE NOTE: GFI OUTLETS PER PLAN 2PNF-NEMA 3R 240V A/C d MAIN DISC. m PANEL 42 CIRCUIT PANEL A/C RATED 10,000 W ALL WORK TO COMPLY WITH NEC AND LOCAL CODES E: L E 94 L ER NTS REVISIONSI DATE `1 24 WASHER 1 20 12 1,500 (GFI /ARC FAULT) 25 MICROWAVE 1 20 12 800 (GFI /ARC FAULT) 26 BATHROOMS 1 20 12 1,500 (GFT OUTLETS ONLY) 21 GARAGE DOOR OPENER 1 20 12 150 (GFT OUTLETS ONLY) 26 KITCHEN 1 20 12 1,500 (C=FI OUTLETS ONLY) 29 REFRIGERATOR 1 20 12 800 (ARC FAULT) 30 DISPOSAL 1 20 #12 800 IARC FAULT) 31,33 LIFT STATION 2 20 12 1,200 1- 32-42 I SPACE OVERHEAD SERVICE TOTAL LOAD: 35,641 - 10,000 = 25,041 15T 10 KW 100% : 10,000 REMAINDER a 40% 10,256 A/C 10,000 100% 10,000 TOTAL: 30,256 = 240 -- 126.01 AMPS CLAMP TO CLOSEST REBAR 2(4/0) ALUM. 5E GABLE 1 (2/0) ALUM. 5E CABLE 2" CONDUIT 200 A MAIN BREAKER PANEL 120/240 VOLT NOTE: INTERSYSTEM BONDING STRIP IS REQUIRED AT THE MAIN SERVICE GROUND #4 C.U. CLAMPED TO FOOTINGS REBAR AND C.W. PIPE NOTE: GFI OUTLETS PER PLAN 2PNF-NEMA 3R 240V A/C d MAIN DISC. m PANEL 42 CIRCUIT PANEL A/C RATED 10,000 W ALL WORK TO COMPLY WITH NEC AND LOCAL CODES E: L E 94 L ER NTS REVISIONSI DATE `1 NOTE . Cf) I. ALL ELECTRICAL IN THE AREA � OF CONSTF�,lJCTION SHALL 1-1EET ® � � LL THE REQIJ I RE1 TENTS OF THE fu 2014 NATIONAL ELECTRICAL CODE 1LJLV 2. ,ALL AFI RECETAGLES TO 5E � TAIf=E1;R (RESISTANT 1=ER NEC � C 2014, ARTICLE 40ro.11 3. f=ROVIDE ARC FAULT CIRCUIT 1- cf) OL PROTECTION 1=E1, NEC 201 ARTICLE 210-12 HUDSON -3 BEDROOM -4. 1=1ROVIDE T,4MPEfR 1RESISTANT Date: 05-06-20 1RECEFTACLES FER NEC 2014 Scale: As SHOWN ARTICLE 210 Drawn: Ts �. ALL 5AT1-1ROOt- f CIRCUITRY TO HAVE CxFGI PROTECTION PER NEC 2014 ARTICLE 210 .8 Hatch Legend 4U U 8'-0" A, F)F PSF 101011 30' 0" 15 PSF 5'0" 5' 0" PSF y✓s Ln ) M LfLC) � � Lf) LO Lf) LO M LO 0 Ln 0 Lf) L!i Lf") `- M � U') DURATION: 1.25 U U w W W W W W W W W W W W W W W U U 2327889 DATE: 05/06/20 SCALE: NTS 11 Z� � Cil - CJ1 04 CV N CJ3 a - CJp i c') L0 PLY Al2 00 A11 8'-0" C N 8'-0" CLNG -- A09 A08 2 PLY/ / / \ \ \\ \\ \\ A07 PLY -- A06 // vv v vv vv 14'7'\ v vv A05 /251911 A04 2/1ZVAULT \\ \\ \\ \\ \ 2/12 VAULT\\ A04 \ \ \ \ \ \ A04 CLNG\\00 \\ \\ (> A04 HU > A04 = O T A03 211 Oil > A03 A02 1814"/ > A02 / A02 ----- -- - ---. - AO DROP T/C D OP T/C B01 0 8'-0" CLNG 1301 - BO ROP T/C C01 -r— C01 M C�4 0 N o0 C01 8'-0' CLNG - - C01 C01 DROP T/C CO2 C01 1216" 612" 21'4" 40' 0" Hatch Legend TCLL: 8'-0" A, F)F PSF TCDL: TRUSS END DETAIL SQUARE CUT OVERHANG 12 Lillian Digitally signed by Lillian Gonzalez GonzaleZ Date: 2020.05.06 15:20:06 -04'00' HANGER LEGEND * - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED OTHERWISE * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 UNLESS NOTED OTHERWISE MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID WIND ASCE7-10 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 JL JItole] :a119L1Q10V TCLL: PSF TCDL: PSF BCDL: PSF TOTAL: PSF DURATION: FY445 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 CAUTION!!! 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: NIA MODEL: HUDSON -3 ADDRESS: 305 BAY STREET SPEC: FY445 CITY: PORT SAINT LUCIE COUNTY: ST LUCIE DRAWN BY: JL JOB #: 2327889 DATE: 05/06/20 SCALE: NTS REVISIONS: 1. 2. 3. 4. Builders FirstSource 701 S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 5475