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JACOBSON-PERMIT SET_sealed
E:) E 5I(:�N C f�T fE f County 5uilding Department UJind Desien Criteria Wind Desien Method hoofing Material Lcabire in PSS Top Chord Live Top Chord Dead 5ottom Chord Live bottom chord Dead TOTAL Load Duration Factor Wind 5peed Top Chord CB. 5ottorn chord C.5. Hiehest Mean Heieht 5uila'ing Type 5uilbine Gateeory Exposure Category 5arrier Island occupancy Type Construction type Level of Alteration 1=5L PSS 45CE 1=2010 Main Wind Force Resistirg SHINGLE fROOF 20 15 10 Non-Conc 10 45 1.25 110mph (3 SECOND Gu5T5) Sheeting by builder, sheeting by builder. ENCL05E[D II:Non Restrictive C No NSA TO 5UlLp A 1=5TORi CE35 SINGLE FAMlLi RESIDENCE FFL= C f5LE CC DES F5C 5UILDWG GODS 6TH (2011) EDITION FF3G MECHANICAL GODS 6TH (2011) EDITION FF3G IRESIDENTIAL CODE 6TH (2011) EDITION F5G PLUM5ING GODS 6fiN (2011) EDITION NATIONAL ELECTRICAL GODS 2014 EDITION DfR UJNG SCHEIDJLE Al COVEfR SHEET / <F"� FLAN =2 FOUNDATION/ 5EAr-,-1 FLAN FLCOF� FLAN �5 ELEVATIONS 5ULDING SECTIONS SI WA-- SECTICN5 / IDETAL5 EI ELECT�'CAL FLAN/ FLUM5NG IR15EIR LMINM6*1 EDWIN INI N �CDCD � O p p N N N N Z_ I" AW 7W A f 1 �H a o C7Tt QZU u�� z�x ® N 00aa �wu LU I/I 1� z 2 z C) O 0 LU LL WINFON-B-LN-MODIFIED Date: I0 -0g-20 Scale: as sNOLUN Drawn: Ts mml 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: FOUNDATIONS_.._.._.._.._.._... 2,500 PSI SLABS -ON -GRADE ........................ 3,000 PSI BEAMS d COLUMNS_..._......._.._ 3,000 PSI LINTELS/ALL OTHER CONCRETE... 3,000 PSI ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM AT A1135 AND SHALL BE LAPPED ONE FULL MESH PANEL PLUS 2 INCHES AT SIDES AND ENDS± AND WIRED TOGETHER. 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" BEAMS AND COLUMNS ._.._.._.._..._.. 1-1/2" FORMED CONCRETE BELOW GRADE ... 2" UNIFORM CONCRETE BELOW GRADE _. 3" ALL CONCRETE FLAT WORK TO TERMITE TREATED /ACDl= T.O.B. 1 5MEN 5HOOR DETAIL - SCALE= 3/4" = 1'-0" BAR(5) AS REQUIRED BY UPLIFT T e ° 4AA •o•> °a•e °oe 9e N lU .o e , - 1 e "i' . T.O.B. POURED CELL W/I S BAR CONTINUOUS FROM BEAM TO FOOTING (SEE FLOOR PLAN FOR STEP DOWN DETAIL LOCATIONS PLACE VERTICALS PER TYPICAL STEP DOWN DETAIL) DETAILS 'a) 5E,4�4E IG T C�4ANGE -*5 BAR(5) AS REQUIRED Bl' UPLIFT TABLE GIRDER TRUSS CONNECTED TO MASONRY WALL °o•e °a•e °a•s °ms W/2-5/8" WEDGE ANCHORS (4" MIN. EMBED) a..> 9'-4" T.O.B. b•n o ° —D*6 a•e °a•e •o °a•e NTS 13'-3" T.O.B. POURED CELL W/I 15 BAR CONTINUOUS FROM BEAM TO FOOTING (SEE FLOOR PLAN FOR STEP DOWN DETAIL LOCATIONS PLACE VERTICALS PER TYPICAL STEP DOWN DETAIL) SET,411= 'a 5E �EIGrST CHANGE MASONRY TEXTURE OVER CRETE BLOCK (3 -COATS) 3000 P.S.I. CONC, CURB HEIGHT VARIES W/GARAGE SLOPE NTS 4"-3000 P.S.I. CONC. SLAB FIBER MESH IN CONC. ON (o MIL VAPOR BARRIER ON COMPACT, POISONED SOIL I=iii:= ADM ` SEE FOUNDATION PLAN FOR CONC. PAD SIZE AND REINFORCEMENT AA CCNC, CL�5 IDTA I NTS FOUNDATION d SEAM PLAN SCALE= 1/4" = I'-0" SAFE UPLIFT SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS REMARKS U -LINTELS TOP 5AR5 Cio►igrn SAFE LOAD - POUNDS PER LINEAR FOOT PER LINEAR FOOT LATERAL LENGTH TYPE TYPE LENGTH 8�8 8F8 -OB 8F12 -OB 81`16 -OB 8F20 -OB 81`24 -OB 8F28 -OB 81`32-0B 8U8 81`8 R EIN F. CMU* 8F8 -1B 81`12-1B 81`16-1B 81`20-1B 8F24-iB 8F28 -1B 8F32 -1B O 2'-10"(34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 1293 1642 2135 3069 4605 6113 7547 8974 10394 11809 2i 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 1025 1024 1830 3069 4605 6113 7547 8974 10394 11808 3i 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 592 591 1057 2189 4375 6113 7547 (7) 8672 10294 11809 O 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 340 339 607 1451 2622 4360 7168(45) 6036(19) 7181(19) 8328(2o) O 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 424 534 357 1011 1729 2661 3898 5681 8467(44) 6472(,5) ® 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 326 512 227 752 1245 1843 2564 3486 4705(37) 6390140 O10'-6" 428 455 770 1145 1444 1718 (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 284 401 178 643 1052 1533 2093 2781 3643(36) 4754(45) ® 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 217 324 109 471 755 1075 1428 1838 2316 2883 gO 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR N.R. 194 63 300 548 950 1326 1609 1849 2047 SAFE UPLIFT LOADS FOR 8" PRECAST THICKNE55 (T) & PRESTRESSED REMARKS U -LINTELS TOP 5AR5 Fl 4^=_4494" SAFE LOAD - POUNDS PER LINEAR FOOT 1`2 LENGTH TYPE 8F8 -1T 81`12-1T 8F16-iT 8F20 -1T 8F24 -1T 8F28-iT 81`32-1T 8F8 -2T 81`12-2T 81`16-2T 8F20 -2T 8F24 -2T 8F28 -2T 8F32 -2T 1`4 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 20 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 0 4'-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 1492 2093 2694 3295 3897 4498 V 7'-6" (90") PRECAST 727 (23) 1021 1634(12) 2102 (11) 2571(1o) 3039(1o) 3508 (9) 727 1166 1634 2102 2571 3039 3508 ® 9'-4" (112") PRECAST 591 680 1133(15) 1471 (15) 1811(15) 2152(16) 2494 (m) 591 851 1326 1705 2084 2463 2842 O 10'-6" (126") PRECAST 530 552 914 (15) 1185(15) 1458(15) 1732(15) 2007 (m) 530 686 1183 1526 1865 2204 2544 a 13'-4" (160") PRECAST 418 (15) 373 606 (14) 783 (14) 962 (u) 1141(14) 1321 (u) 428 455 770 1145 1444 1718 1993 9O 17'-4" (208") PRESTRESSED 187 255 404 (12) 520 (12) 637 (12)1 754 (12) 872 (12) 192 303 500 732 993 (8)1 1268 (14) 1470 (14) ALL LINTEL AND BOND BEAM REBAR TO BE 15, UNLE55 OTHERWISE NOTED. LINTEL D5 AGN LOADS BEARING: 30 psf LIVE LOAD (2011 psf TOP CHORD) lm psf DEAD LOAD (10* psf BOTTOM CHORD) UPLIFT: 2(o psf MINUS DEAD WEIGHT OF BEAM (120 ELF) 1. ALL LINTELS ARE SFI6-I5/IT EXCEPT AS SHOWN- RECESSED LINTELS MAY BE USED FOR SPANS s V-4" C9'-8" MAX. LINTEL LENGTH). 2. ALL LOADS ARE F.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. 5. RECESSED DOOR LINTELS MAY BE SUBSTITUTED FOR TYPICAL LINTEL. PRE-C,45T LINTEL 5 AM 7'��=5 LOAD5 PER SFS -IB . 19 RE5AIR • L-1 BB -1 BB -2 8F12-1B/1T 8F16-1B/1T 8F20-1B/1T 8F24-1B/1T 8F28-1B/1T E50ND 5 A�l 5C� D L�L MARK 51ZE REINFORCEMENT REMARKS BOTTOM BARS TOP BARS L5El 8" X 8" X CONT. --- 1-05 CONT, PERIMETER BEAM BB -2 (2) 8" X 8" X CONT. --- I -S CONT, PERIMETER BEAM -I 8" X 8" X PER 5CHEDULE 1-01 CONT. --- LINTLE (50TT. a 8'-3" +/-) NOTE: AT INTERSECTIONS USE 1- 05 CORNER BAR 30" LONG, EACH WAY CCLU�IN SCHEDULE C-1 O 8"x8" GROUTED CELL W/145 VERT. C-4 00 16"xl6" GROUTED CELL W/4-05 VERT, C-2 0 0 8"x12" GROUTED CELL W/2S VERT. C-5 ® 4" X 4" SYP 02 C-3 ME—ill 8"x16" GROUTED CELL W/2"5 VERT. C-6 Z 4" X 6" SYP 02 FOCI f NGP SCBE D L�L= REVISIONSI DATE I MARK 51ZE (W X L) THICKNE55 (T) REINFORCEMENT REMARKS BOTTOM BARS TOP 5AR5 Fl 1'-6" CONT. 16" 2-05 CONT. 1-15 CONT. MONOLITHIC 1`2 I'-6" CONT. 16" 2-05 CONT. ----- BEARING WALL 1`3 1'-0" X CONT. 12" 1-05 CONT. --- THICKENED EDGE 1`4 3'-6" X 3'-6" 12"15 RESAR 6" O.C. EACH WAYCOLUMN PADTOP AT 16" BELOW FIN. FLR, 1`5 Y -m" X 3'-0" 12" #5 REBAR 6" O.C. EACH WAY REVISIONSI DATE I w 1�1 I 11 11 111 11 111 �l 1 T � f'V N O O O a' c ON O �0 O ry) 'o 6 =_ ro c J o Q`1` 2:' ................ ..o1` ,.. z H W w Cl z® Ato LE Iwo ILl JI a V o NNm '4 NDN c` x -'t U 0 N z Lu UrA°Www WINSTON-B-LH-MODIFIED Date: �a S c a I e: As sHoWN V) axe 00 4 4 w U w 1�1 I 11 11 111 11 111 �l 1 Drawn: TS O CID Cl z® LE ILl JI iz w uj_ z Lu WINSTON-B-LH-MODIFIED Date: 10 -OS -20 S c a I e: As sHoWN Drawn: TS E 0 P.T. 2X6 BUCK ATTACHED WITH 3/8"x3"SLEEVE ANCHOR BOLTS (1-1/2"EMBED) ON 11" CENTERS (200 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. OR I/4"x3" TAPCON SCREWS (1-1/2" EMBED) ON 14" CENTERS (21000 F51 MIN. CONCRETE) OR 8' CENTERS (C-90 BLOOKU I- MIL OD. WASHERS REOWRED WITH TAFCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SCALE: 1/4" = 1'-011 6" CBS WALL D D MIN. 111X3"4 ° P.T. BUCK , MAX. 1/4" SHI� o a o a 01 1 WINDOW O.H. DOOR S0 1 -*5 VERTICAL (TYP.) 1/2" DRYWALL 111X4" PT. WRAP -3/16"x 1 1/4" TAPCONS FILL ALL HOLES PER MANUF. SPECS NOTE: PRIOR TO BUCK INSTALLATION 2'-0" O.H. DOOR APPLY A WATER RESITANT COATING (PER FBG RESIDENTIAL R-103.4) DTL 0 O.N. GAFAGE DOOR SUCK 2 TTP. WINIDOW SUCK 7-)ET,41L 3 SCALE: N.T.S. ,43 SCALE: N.T.S. 5/8" DRYWALL VAL I 01. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WHICH WILL EFFECT ATTACHED TO TRUSS WITH CIISTOM WINDOW SYSTEMS5A VCONT. 1 1/4' % SCREWS, 12" O.G. FIELD 111.1 DESIGNER MUST BE NOTIFIED BEFORE PROCEEDING WITH ANY MODIFICATION TO 8" O.G. BUTT JOINTS MODEL' 25 GAUGE METAL TRACK MAPWFALiW GLASS DESCRIPTION TOP AND BOTTOM W/ 1/2" DRYWALL BOTH SIDES U -FACTOR (1)+ 10 SMS s 24" O.G. WALL ATTACHED WITH I 03. THE CONTRACTOR IS RESPONSIBLE FOR THE ADEQUATE BRACING OF ALL STRUCTURAL 6-1011 (0'-10" 25 GAUGE CHANNEL SHAPED METAL 13140" 8" 15'-6" STUDS 24" O.G. 1'-4" 0.19 DRAWINGS MAY SCALE OR IF WRITTEN DIMENSIONS DO NOT EXIST, WHICH ARE +100 / -100 2 NECESSARY FOR CONSTRUCTION, THE CONTRACTOR MUST CONTACT THE DESIGNER 8690 PVC (IMPACT) 38' X 63' TO OBTAIN SAME. 5/16' LAM( 3/16' x I A' TAPOONS , FILL ALL HOLES 05. INFORMATION FOR THE BASIC LAYOUT OF THIS DRAWING WAS BASED ON EXISTING OR �v 0.19 FIELD DIMENSIONS ( F. D. ). CONTRACTOR MUST VERIFY IN FIELD ( V. I. F.) A00 / -100 3 ACTUAL CONDITIONS AS DISCOVERED AND OBSERVED AND NOTIFY DESIGNER OF a ATED FIBEWAM (2)38' X%' ANY DISCREPANCIES. 5116' LAMI V4' x 3 V4' TAPCONS 6' FROM EDGES, VOL FED Oro. THE CONTRACTOR / OWNER ( IF OWNER BUILDER ), IS SOLELY RESPONSIBLE± FOR 02b 0.15 THE MEANS AND METHODS OF CONSTRUCTION, AND THE SAFETY OF CONSTRUCTION +500 / .500 12' 10" 8" I PW 8300 PVC (MPACTI 12' X 16' AR N 0-1. ALL WORK SHALL BE PREFORMED BY CONTRACTORS POSSESSING VALID CERTIFICATES 5116' LAM( 3116' x 13)4' TAPCONS FILL ALL HOLES OF COMPETENCY AND OCCUPATIONAL LICENSES, RECOGNIZED AND ACCEPTED BY 030 021 THE LOCAL GOVERNMENT HAVING JURISDICTION, OR BY OWNER. +150 / -150 5 O8. TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED 8100 M (IMPACT) 38' X 63' HEREWITH COMPLY WITH ALL EXISTING INTERPRETATIONS AND PROVISIONS OF THE EXTENDED 3/16'x I V4' TA006 , FILL ALL HOLES APPLICABLE BUILDING CODES AT THE TIME OF THE PLANS PREPARATION. NO 031 0.19 WARRANTY EITHER EXPRESSED OR IMPLIED IS HEREWITH GIVEN. +VD / -100 FL13010.4 09. CONTRACTOR / OWNER SHALL VERIFY ALL DIMENSIONS RELATED TO ANY PART 021 +3486/-380 OF CONSTRUCTION PRIOR TO BEGINNING WORK OR ORDERING FABRICATED MATERIALS 8 25 SINGLE RING REQUIRED FOR CONSTRUCTION. <r CONCRETE (TYP.) m 3116' x I V4' iAFCONS ,FILL ALL HOLES FLI6111.1 II. ALL GLASS IN HAZARDOUS LOCATIONS TO COMPLY WITH 8308.4 0.19 +365514811 12. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. (8302.9.1) 14 25 SINGLE MNG C.) Ci) I 14 0 0 0 M WINDOW SYSTEMS 14. ALL TERMITE PROTECTION SHOULD COMPLY WITH R318, PROPOSED HOUSE IN VERY HEAVY TERMITE AREA. 3/16' x I V4 " TAPCON5 , FILL ALL HOLES FLI6111.1 15. ALL LUMBER USED SHOULD HAVE QUALITY MARKS PER 8311.2 0.19 +36551-4811 1(o. TILE TO BE INSTALLED OVER FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS. (8102.4.1 AND 8102.4.2.). :Z::[2:5 16H SINGLE HIlG 32 BINDLE HUNG 38' X 63' 26 172, x 26, O BTOM &M SYSTEMS M. WEATHERING IS NEGLIGABLE. 3/16' x 11/4 " TAPCONB , FILL ALL HOLES FL16111.1 18. GYPSUM BOARD COMPLIES WITH FBC 102.3 0.19 +3655/4811 O = O I 8100 PVC (IMPACU 1 OO TOO O15TOM WINDOW SYSTEMS I 5A6" LAI( I 3/16' x I V4 " TAPC.M , FILL ALL HOLES , 031 0.19 +3655/4811 +100 / -100 MASONRY BEAM (TYP) HB -2" / T \ = 5 PORCH DINING9 r 12 / \ \ 5 -4 CLG. ° r 9'-4" TO 10'-0" / \ v v �I TONGUE AND GROOVE ' CODER CLG. % 12 6l 12'-O" iIL 8" 6z -2" 13 YP ----�12 ABV. FAUX BEAM m 11 10 13'-3" AFF °o °oIII III°�III IIIIII°�IIIIII III°o °� Kill ° TEMP. I AFF TEMP. nn (SEE 3/A2) V o° o° ° �° °o %, i 9'-4" AFF - AFF 1'-4' 4" 1'-0" (SEE 3/A2) I FAUX BEAM 9'4" CLG.@ PANTRY - - - - - - / (STAINED) m @ 9'-4" CLG. I - - ,, �/ I BOTTOM OFGi) SOFFIT e V-8" AFF- A3 _ `° 2680 BOTTOM OF 9 -4" AFF GIRD R TRUSS TYP- ILLre v - GREAT�oom VAUL1`ED CLG. ASTER BEDRO M 9'-4" TO 10'-8" �� �/ DBL COFFER CLG - o° 1 15 3'-0" ii -4" A� DW1-i -_ -_ I i / v12 v �% O (EGRESS) -5'-0" -�� I6' A 8" 2" 12'-6" 4" �2' O"/ 2''-0" ' 1'-8" 3'-2 13 �" \ V 4" _ 4'-4" 2" SINK D I W/ BEDROOM 3W/ COOKTOP HOOD - II @ - 9'-4" CLG. (V.T.R) - - I I - - - - CROWN _ ° KITCHEN I I ;� - - - - - - - - , MOL TNG 1'-,�" 3'-0" 1 EYP (EYP) COFFER CLG. Av I� I (TYP.) - ((L I I / v / 4.. -10° 4" M 14'-2.. 6 15'-10" 4.. 5 _311 3 _511 ` 5'-0 2.. 8.. N ry BATH BATH LA3�" 4.. CLG. N r 0/, 16 9'-4" CLG. �� o� _ RI / - - - - - - - - _OBSCJTEMP)NA /i 41 HALL LIN 2880 N ILE TO LINEN _ VENT--CLG. 9'-4" CLG - I 0 R I I 2880 _ � WALL - - 8 - - BEDROOM 2 12'-4" cl a (VTW) ASH `� 0 9'-4" CLG. 2" 4" r III W @ o E I I �, BOARD 4'2 - 9'-4" CLG. 81 2.. 8. 4.. _0 2. 0.. 0.. = 12'-9.. 6.. 1. 6 = 4'-9" 5'-3"AH(oll � � 22" X 54" BENCI� � �, I -' `� � 'n COMP. � � IC ATTIC ACCESS AREA I TILITi W/PD STAIRS 4 u AHU IN 43 o 0 0 o 9'-4' CLG. Il ® ® 9'-4" = AT IC TYP. CLG, z v BV. @ � - N - `r 0 w (2) 2680 EMP. u ELEC. N 0 w `r m HB O METER N u o O O°° O O @ 2OO AMP HB WH 2 CO N WG all. o PANEL 20'-0" 8" ° 3'-6" (EG SS 3'-6" 8" -9" 3'-4" 31-411 8" 2" 10'-6" 4" 3'-5" 4" "' 5'- 2" 8" (TEMP) BOLLARD 9'_4 FF 0 (SEE 21A2) AFFA3 TYP. o ENTRY F 22"X 54'� 01DEATTIC ACCESS 1'_0 12'-4" CLG. V-4" LG.W/PD (TEMP) ITILCELTO- STAIRS TONGUE AND GROOVE 'L%�-12" WALL AGARAGE(EGRESS) 9'-4" CLG. 6ACF CQ LINE N pi�W 18 -' zo - 4'-2" _2 8.. 1 9 1. N ` 9'-5" 1'-5" 2.. - M. BATH - N DRWS V-4" TO 10'-0" � DRWS �n - _-- COFFER CLG. � `I MASONRY BEAM (TYP) m `p , LA O O O TUB DECK T4�TI cA co 0 11 IQQ" o Q° 12 -4 AFF Q° lci) 9'4" AFF 8" 2' <r 6140" 2" " N � (SEE 2/A2) ° o �p (TYP.) N 16" MASONRY COLUMN W/ 0 0 0 `n 24" MASONRY BASE O O (OBSCJTEMP)) O O O 19 O O O O O O O N 4'-8" 12'-O" 4'-8" 8" 1'-1" V-4" 6'-4" 1'-4" 4'-I" 21'-4" 1'-0" T-3" 9'-0" 6'-3" T-10" 8'-2" T-10" SCALE: 1/4" = 1'-011 6" CBS WALL D D MIN. 111X3"4 ° P.T. BUCK , MAX. 1/4" SHI� o a o a 01 1 WINDOW O.H. DOOR S0 1 -*5 VERTICAL (TYP.) 1/2" DRYWALL 111X4" PT. WRAP -3/16"x 1 1/4" TAPCONS FILL ALL HOLES PER MANUF. SPECS NOTE: PRIOR TO BUCK INSTALLATION 2'-0" O.H. DOOR APPLY A WATER RESITANT COATING (PER FBG RESIDENTIAL R-103.4) DTL 0 O.N. GAFAGE DOOR SUCK 2 TTP. WINIDOW SUCK 7-)ET,41L 3 SCALE: N.T.S. ,43 SCALE: N.T.S. 5/8" DRYWALL VAL I 01. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WHICH WILL EFFECT ATTACHED TO TRUSS WITH CIISTOM WINDOW SYSTEMS5A VCONT. 1 1/4' % SCREWS, 12" O.G. FIELD 111.1 DESIGNER MUST BE NOTIFIED BEFORE PROCEEDING WITH ANY MODIFICATION TO 8" O.G. BUTT JOINTS MODEL' 25 GAUGE METAL TRACK MAPWFALiW GLASS DESCRIPTION TOP AND BOTTOM W/ 1/2" DRYWALL BOTH SIDES U -FACTOR (1)+ 10 SMS s 24" O.G. WALL ATTACHED WITH I 03. THE CONTRACTOR IS RESPONSIBLE FOR THE ADEQUATE BRACING OF ALL STRUCTURAL I I/4" %SCREWS, 12' O.G. FIELDJlv� 38' X 63' 25 GAUGE CHANNEL SHAPED METAL 8" O.C. BUTT JOINTS 3/16' x I V4 " TAPCONS , FILL ALL HOLES STUDS 24" O.G. 50TTOM TRACK ATTACHED TO SLAB WITH IHILTI PINS .145" DIA. X P LONG WOOD BASE ♦ TRIM •I b" O.G. FINISHED FLOOR 3 TYF. NON -SEARING WALL DETAIL A3 SCALE: N.T.S. ME°o NOTE: PRIOR TO BUCK INSTALLATION APPLY A WATER RESITANT COATING (PER FBC RESIDENTIAL R-103.4) EXTERIOR DOOR BUCK DETAIL 3 I. 2x6 P.T. ON SIDES OF MASONRY OPENING SCALE: N.T.S. 2. FASTEN SIDES THRU JAMB 4 2x6 WITH 1/4" x 41/2" TAPCONS, 6" FROM THE: TOP < BOTTOM d 16" O.G. 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. II SIDE VIEW FRONT VIEW N.T.S. GENEfRAL NOTES 5T. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL REVIEW AFFIDAVIT OPENING SOHEV U: SWRN'a DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDM,, 4 SOL". VAL I 01. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WHICH WILL EFFECT 54" X b3 CIISTOM WINDOW SYSTEMS5A THE INSTALLATION OF ALL NEW WORK. IF DISCREPANCIES ARE DISCOVERED, 3/*'xIV4'TAPCM FI 111.1 DESIGNER MUST BE NOTIFIED BEFORE PROCEEDING WITH ANY MODIFICATION TO PRODUCT MODEL' THE APPROVED DOCUMENTS. MAPWFALiW GLASS DESCRIPTION 02. ALL CONSTRUCTION SHALL COMPLY WITH ALL STATE, COUNTY, AND LOCAL CODES MWDUCTATOAL NIMR U -FACTOR AND APPLICABLE AMENDMENTS ( LATEST EDITION ). B111LDWYsDESM FRODUCIDESIG PRESPE FW -%n I 03. THE CONTRACTOR IS RESPONSIBLE FOR THE ADEQUATE BRACING OF ALL STRUCTURAL 8180 PVC (MPACP 38' X 63' AND NONSTRUCTURAL COMPONENTS DURING CONSTRUCTION. 5/16' LA11 3/16' x I V4 " TAPCONS , FILL ALL HOLES 04. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER WHAT 031 0.19 DRAWINGS MAY SCALE OR IF WRITTEN DIMENSIONS DO NOT EXIST, WHICH ARE +100 / -100 2 NECESSARY FOR CONSTRUCTION, THE CONTRACTOR MUST CONTACT THE DESIGNER 8690 PVC (IMPACT) 38' X 63' TO OBTAIN SAME. 5/16' LAM( 3/16' x I A' TAPOONS , FILL ALL HOLES 05. INFORMATION FOR THE BASIC LAYOUT OF THIS DRAWING WAS BASED ON EXISTING OR 031 0.19 FIELD DIMENSIONS ( F. D. ). CONTRACTOR MUST VERIFY IN FIELD ( V. I. F.) A00 / -100 3 ACTUAL CONDITIONS AS DISCOVERED AND OBSERVED AND NOTIFY DESIGNER OF a ATED FIBEWAM (2)38' X%' ANY DISCREPANCIES. 5116' LAMI V4' x 3 V4' TAPCONS 6' FROM EDGES, VOL FED Oro. THE CONTRACTOR / OWNER ( IF OWNER BUILDER ), IS SOLELY RESPONSIBLE± FOR 02b 0.15 THE MEANS AND METHODS OF CONSTRUCTION, AND THE SAFETY OF CONSTRUCTION +500 / .500 4 WORKERS. I PW 8300 PVC (MPACTI 12' X 16' AR N 0-1. ALL WORK SHALL BE PREFORMED BY CONTRACTORS POSSESSING VALID CERTIFICATES 5116' LAM( 3116' x 13)4' TAPCONS FILL ALL HOLES OF COMPETENCY AND OCCUPATIONAL LICENSES, RECOGNIZED AND ACCEPTED BY 030 021 THE LOCAL GOVERNMENT HAVING JURISDICTION, OR BY OWNER. +150 / -150 5 O8. TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED 8100 M (IMPACT) 38' X 63' HEREWITH COMPLY WITH ALL EXISTING INTERPRETATIONS AND PROVISIONS OF THE 5116' LAPD 3/16'x I V4' TA006 , FILL ALL HOLES APPLICABLE BUILDING CODES AT THE TIME OF THE PLANS PREPARATION. NO 031 0.19 WARRANTY EITHER EXPRESSED OR IMPLIED IS HEREWITH GIVEN. +VD / -100 FL13010.4 09. CONTRACTOR / OWNER SHALL VERIFY ALL DIMENSIONS RELATED TO ANY PART 021 +3486/-380 OF CONSTRUCTION PRIOR TO BEGINNING WORK OR ORDERING FABRICATED MATERIALS 8 25 SINGLE RING REQUIRED FOR CONSTRUCTION. (2)38' X 63' GISTOM WINDOW SYSiEhIi 10. ENGINEER' S SEAL IS FOR APPROVAL OF STRUCTURAL DESIGN ONLY. 3116' x I V4' iAFCONS ,FILL ALL HOLES FLI6111.1 II. ALL GLASS IN HAZARDOUS LOCATIONS TO COMPLY WITH 8308.4 0.19 +365514811 12. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. (8302.9.1) 14 25 SINGLE MNG 13. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. (R302.9.2) (2) 38' X 63' 0 0 M WINDOW SYSTEMS 14. ALL TERMITE PROTECTION SHOULD COMPLY WITH R318, PROPOSED HOUSE IN VERY HEAVY TERMITE AREA. 3/16' x I V4 " TAPCON5 , FILL ALL HOLES FLI6111.1 15. ALL LUMBER USED SHOULD HAVE QUALITY MARKS PER 8311.2 0.19 +36551-4811 1(o. TILE TO BE INSTALLED OVER FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS. (8102.4.1 AND 8102.4.2.). :Z::[2:5 16H SINGLE HIlG 32 BINDLE HUNG IN SHOWER SURROUND AREAS. 38' X 63' 26 172, x 26, O BTOM &M SYSTEMS M. WEATHERING IS NEGLIGABLE. 3/16' x 11/4 " TAPCONB , FILL ALL HOLES FL16111.1 18. GYPSUM BOARD COMPLIES WITH FBC 102.3 5T. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL REVIEW AFFIDAVIT OPENING SOHEV U: SWRN'a DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDM,, 4 SOL". VAL I (IMPACT) 54" X b3 CIISTOM WINDOW SYSTEMS5A " I 3/*'xIV4'TAPCM FI 111.1 OFEN1% ID PRODUCT MODEL' SIZE MAPWFALiW GLASS DESCRIPTION ATTACMfNTMETHOD TYPE, ME, SPACING, 4 EMEIEO'ENT MWDUCTATOAL NIMR U -FACTOR SIX B111LDWYsDESM FRODUCIDESIG PRESPE FW -%n I 25 W&E HIM 8180 PVC (MPACP 38' X 63' CUSTOM WINDOW SYSTEMS 5/16' LA11 3/16' x I V4 " TAPCONS , FILL ALL HOLES FL161T1.1 031 0.19 +3655)-3315 +100 / -100 2 25 WXE HIM 8690 PVC (IMPACT) 38' X 63' OSTOM WIDOW SYSTEMS 5/16' LAM( 3/16' x I A' TAPOONS , FILL ALL HOLES FL16111.1 031 0.19 +3655/-3315 A00 / -100 3 EXTERIOR DOOR a ATED FIBEWAM (2)38' X%' THER14TRU 5116' LAMI V4' x 3 V4' TAPCONS 6' FROM EDGES, VOL FED FL2046812 02b 0.15 +33811.4211 +500 / .500 4 A)W GLASS TRANSOM I PW 8300 PVC (MPACTI 12' X 16' AR N O15TOM WINDOW SYSTEMS 5116' LAM( 3116' x 13)4' TAPCONS FILL ALL HOLES FL13010.4 030 021 +36281.4158 +150 / -150 5 25 SIw HWG 8100 M (IMPACT) 38' X 63' OlSTOM WINDOW SYSTEMS 5116' LAPD 3/16'x I V4' TA006 , FILL ALL HOLES FLVPITI l 031 0.19 +3655/-3315 +VD / -100 6 VAL I (IMPACT) 54" X b3 CIISTOM WINDOW SYSTEMS5A " I 3/*'xIV4'TAPCM FI 111.1 031 0.19 +3655)-4811 +10 / _vp PRODUCT APPROVAL N m FIXED GLASS RW 8300 FVC (IMPACT) 24' X 36" CLWOM WINDOW SYSTEMS 5116" LAM( 3/16" x 13/4 " TAPCONS FILL ALL HOLES FL13010.4 030 021 +351,814638 +150 / -150 8 N 32 WiE HIM 800 FVC (IMPACT) 26 UN X 26' OJSTO9 WINDOW SYSTEMS 5A6' LAM UP x I V4TAPCONS, FILL ALL HOLES FL16111.1 031 0.19 +3655/411 +V.0 / -100 9 FmGLo PW 8300 FVC (MPACTI 12' X 24' CUSTOM WINDOW SYSTEMS 5/16' LAPD 3/16'x 13/4 " TAFIDONS FILL ALL HOLES FL13010.4 030 021 +3128/-4958 +150/-150 m EXTERIOR DOORS GLAZED FIBEWAASS (2) 38' X %' TH Efd1ATRI 5116' LAMI V4' x 3 1/4' TAPCCMS 6' FRIM EDGES, VOL FED FL2046812 026 0.15 +3361/42.TI +5001.500 II EXTERIOR DOORS GLAMD PIMWiI A55 O)3r X 93' zoO)30 z 96' S1ME8 NRMATRI 5/16' LAMI V4' x 3 V4' TAPM 6' FRIM EDGES, D' OL FIELD FL2046812 026 0.15 +32.45/-35bb 5001-500 D FDO GLASS TRANSOM PW 83M PVC (IMPACT) 132' X 36' ARCH OIISTOM WINDOW SYSTEMS 5/10 LAM 3/16' x 13/4 " TAPOONS , FILL ALL HOLES FL13010.4 030 021 +3486/-380 + 8 25 SINGLE RING 8100 PVC (PPAC11 (2)38' X 63' GISTOM WINDOW SYSiEhIi 5A6°LAM( 3116' x I V4' iAFCONS ,FILL ALL HOLES FLI6111.1 031 0.19 +365514811 +100 / -100 14 25 SINGLE MNG 8100 PVC (MPACP (2) 38' X 63' 0 0 M WINDOW SYSTEMS 5116" LAMI 3/16' x I V4 " TAPCON5 , FILL ALL HOLES FLI6111.1 031 0.19 +36551-4811 +1001-100 :Z::[2:5 16H SINGLE HIlG 32 BINDLE HUNG 8100 PVC (MPACP ffiFPZ7fFX7FT 38' X 63' 26 172, x 26, O BTOM &M SYSTEMS 5/Ib' LAMI 3/16' x 11/4 " TAPCONB , FILL ALL HOLES FL16111.1 031 0.19 +3655/4811 +1001-100 Ti H 32 SINGLE HUNG I 8100 PVC (IMPACU 1 26 ' X 26' 1 O15TOM WINDOW SYSTEMS I 5A6" LAI( I 3/16' x I V4 " TAPC.M , FILL ALL HOLES FLI6111.1 031 0.19 +3655/4811 +100 / -100 IS 1EXTERORDOOR VAL I 192" X96" OAPAY I WA I (SEE DETAILVA3) FL 165461, ® 25 SINCE HONG 8100 PVC (MMPACP 38' X 63' OISTOM WINDOW SYSTEMS 5/16' LAM( I 34'x 1114 " TAPCONS , FILL ALL HOLES FL16111.1 PRODUCT MODEL 0 MANFACTIIRER ATTACHMENT METHOD R 7 STIFFENER ETC. PRODUCT APPROVAL N m MULLIONS 3' ALIM OJSTO1 WINDOW SYSTEMS (116 CLIPS WV(6) V SCREWS INTO WOOD OR METAL OR 114' ELCO ULTRACONS INTO HOLLOW OR GR7Uf FILLED BLOCK FL%201 ROOF SHINGLES IKO INDUSTRIES LTD HEERGLASS REINFORCED SHINGLE, 6 FASTENERS PER CODE PL10061 SIDING STUCCO RI R (3) LAYERS STUCCO APPLIED TO MASONRY WALL SOFIT STUCCO om (3) LAYERS STUCCO APPLIED TO HIGH RIBBED METAL LATH NAILED TO TRL55 TAILS PER FBC R103bl, NAIL OR STAPLE HURRICANE PANELS 6' SPAN OR MORE WA 1-L O:Z- 8" CONC. BLOOC 9 9'-4" AFF 8" CONC. BLOCK 912'-4' AFF V INT. BEARING PARTITION FULL HEIGHT 6" PARTITION W/ R-13 INSULATION (SPRAY FOAM) 4" OR 6" INT. PARTITION RILL HEIGHT 031 0.19 1 +3655/-3315 1+100/-100 BUILDING DES15A PRODUCT DESIGN PRIES6IRE PRESSIRE LIVING 2,551 5F (23,724 CUBIC VOLUME) GARAGE 469 5F PORCH 340 5F ENTRY 232 SF TOTAL 3,592 SF REVISIONSI DATE I WINSTON-B-LH-MODIFIED Date: 10-09-20 S c a I e: As SHOWN Drawn: TS A N fV C) O CID 7 1- 0 T rN O ON L � a �2y 1-L O:Z- --A U ILLI z � 111 C� I� 6� w W LE W LLI 00 W JL I t1W JL) a ca rH V -,I- �:_3 o LLI NNm z W--W--IL w �4 c� w os,NCH U 0Z N � U Www axe 04) a a I� U WINSTON-B-LH-MODIFIED Date: 10-09-20 S c a I e: As SHOWN Drawn: TS 0 CID 11 II II � ii- 1-L --A U ILLI � 111 C� 6� ® LE z LLILLI )� LLI 00 W JL I t1W JL) LLI ca -,I- �:_3 U WINSTON-B-LH-MODIFIED Date: 10-09-20 S c a I e: As SHOWN Drawn: TS 0 CID 11 II II ii- C� ® LE z LLILLI )� W JL I LILI LLI z W--W--IL WINSTON-B-LH-MODIFIED Date: 10-09-20 S c a I e: As SHOWN Drawn: TS 0 Q 0 11 U= 12000 IA R=1192" In v r) cu U=950 Q Q Q Q IF '104 K 16 1<15 4j oil■ I� PORCH VENTING REQUIRED METAL LATH 4 STUCCO SOFFIT W/ 7" X 24" (1 S.F.) SCREEN VENTS (MIN. 1/150 SCREEN VENT AREA TO CEILING AREA) (340/150 = 2.27 SF VENTING REQUIRED) (3 VENTS PROVIDED) ALL 'K' TRUSSES ATTACHED TO 'FGI' GIRDER TRUSSES W/CONNECTOR (3) (SEE SCHEDULE FOR NAILING) ALL UPLIFTS LESS THAN 8000 0 IA U= 3000 U= 3000 R 8cu m v «) I'D=2• L m U 382'. Pa ai Pa Pa Pa lq U U U U=211' 169 Cil CJ3 CJ5 EJ62 EJ62 EJ62 EJ62 EJ63 EJ63 EJ63 EJ63 EJ63 EJ63 EJ63 EJ62 EJ62 EJ62 EJ62 EJ62 EJ62 H3 H3 H3 H3 H3 H2 H1 Cil 9 = d3ss' 11 TRUSS/ MEMBER MARK/ID TYPICAL TRUSS TO MASONRY GIRDER TO WALL TRUSS TO BEAM (WOOD) TRUSS TO BEAM (WOOD) TRUSS TO LEDGER (WOOD) GIRDER TO POST (WOOD) TRUSS TO WALL (WOOD) TRUSS TO WALL (MASONRY) GIRDER TO WALL MASONRY CCNNECTCF� S REVISIONS DATE D OF 25 OR LESS AND A SMOKE -DEVELOPED INDEX OF 450 OR LESS COMPLYIWG WITH FBC 6TH EDITION (2011) RESIDENTIAL CODE, SECTION R316 UPLIFT K /U= K14 \\ CONNECTOR ALLOWABLE NAILS -QTY. 4 SIZE PER lA 12000 FORCE O LOAD VALUES 5' 10" PRODUCT N � ARE 1 1/2" LONG FOR APPROVAL TH AI= 5 f A AT I ON [DETAIL U=1628" � zO U N I U U U U PIGGY E3AGK TRUNOTE: TRUSSES ATTACHED TO MAIN SPAN TRUSSES W/ 3 Q' E =1400' lA U=1691* REACTION EJ71 LATERAL LATERAL f U� FURTHER DETAILS G lulu EJ LOAD LOAD TAPCONS - QTY 4 SIZE =8196"' K12 R=8085" 2X4's AT 24" O.G. ANCHOR TO ROOF T H PARALLEL PERPEND U=6929" U=_5168" _u O SIMPSON HM9KT SIMPSON HTSM16 STRAP W/ (4)1/4' DIA. L�. TO BEAM (SEE DTL 3/A2 FOR CONNEC11OW ( DTL 3/A2 FOR CONNECTION) W/ (4) I/4" DIA. X R v K11 � ZE INTO TRUSS AND (5) 10d x 1-1/2' NAILS INTO 1/4" DIA. X 2 1/4" TITEN TRUSS. —Il 1> BARRIER LATH NAILED W/ 2" GUN NAIL TO 5/8' CDX PLYWOOD NAILED TO 13 6 F2 ST PS BY NE r-4 BOND BEAM K10 TRUSS VERTICALS OF DROP GABLE END AT 24" O.C. W/ (8d RING SHANK NAILS •4" EDGES 4 6" FIELD) EJ _7t AT MAIN SPAN TRUSSES 0-/ >< � � --TYPICAL ROOF FLASHING TRUSSESL)1 WITH BOTH HM9KT CLIP AND HTSM16 v c O SIMPSON HETA 20 n ----1,810# 3400 770#0- 0.148 X 1 1/2" NAILS 0) 0 .7 UP TO 18100 K09 _• EJ FL -11473 N No �' � 0 At JACK TRUSSES BEARING BELOW USE HM9KT lA 5IMP50N HETA 20 CU N 0... ---- 1,810# 340# 770#8- 0.162 X 3 1/2" NAILS (N +' J N 4—vLn LL KO EJ a o ru � SIMPSON HIO , o 7' 0" (10) 10d x 1 /2" NAILS C,) l0 C) UP TO 2- SIMPSON LGT 2 - - - YU 100# 170# 16- 0.148 X 3 1/4" NAILS 2030# (b) sd NAILS I/2" DRYWALL TRUSS/HEADER ENGINEERING. CHANGES TO THIS LAYOUT THAT AFFECT EJ 7- I/4 X 2 I/4 TITEN FL -11473 ; 1LILII zK�7 SHALL BE PROVIDED TO AND APPROVED BY THE DESIGNER AND/OR ,�, / > R-20 ICYNENE 'CLASSIC MAX' INSULATION W/ (4)1/4" X 2 1/4" TAF_,ONS EACH SIDE WO MW FLUS' INN IESCENT KATION BARRIER FLAME WMAD WEX ENGINEER PRIOR TO THE FABRICATION OF TRUSSES. IIIYL � 2. WOOD TRUSSES SHALL BE FABRICATED BY A L ICENSED WOOD TRUSS ED OF JIM OR LESS Ca RYNS 0714 FOC 6114 EDITION (201) IUDINX CODE, SECII(M F91b 1/2" PIA. X 6" WEDGE e AND TESTED PER ASTM EU AND UL 123. ANCHOR a 32" O.C. 0 a'[ 4„ > 3/ 2// LILT EJ -1 \ LAYERS OF STUCCO APPLIED DESIGNS PREPARED BY AND SIGNED AND SEALED BY A FLORIDA 1.Jr =,D: a � ZE O 3 5/I II'- ---- - 565# 285# IS - 0.148 X 1 1/2" FL -10446 Z ... y. 10 0# 1040# a � EJ "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD � TO4 K TRUSSES," BY THE TRUSS PLATE INSTITUTE. THE AND SHOP AS WELL AS THE FABRICATION Z � O � 3. DESIGN DRAWINGS, OF WOOD TRUSSES, WILL BE SUBJECT TO THE INSPECTION AND APPROVAL OF � UP �.4 SCALE: NTS - - - - - //STE B1 q ERS 700# 1700 TRU55 CONNECT ON L f 5T FL -11410 V 1885# MANUFACTURER'S SHOP DRAWINGS. Scale : AS SHOWN EJ N Z 04 0; o TO I PLY TRUSS- 8 -16d NAILS UP TO K03 SIMPSON NUS 28 4,095# e 4 - - - - - - - - 22 -0.162 NAILS TO LEDGER FL -10655 17600 966 R=2" EJ 8 - 0.162 NAILS TO TRUSS W U=1541" UP TO 1 0 2 V0 O 113,020# TOP OF POSTG 9'-4" ---- ____ 14-1/4' X 2 1/2 SDS TO POST FL -11470 +� N 5,3700 31- FLATTOP�,14'-ra"B7 1'-0" .o EJ 16-1/4 X 2 1/2 SDS TO GIRDERUP A TO 600# V-4' BRG KO1\\� � ---- 6001, 151, 125# 112 - 0.148 X 1 1/2" FL -13872 5' 10" E J O3 x2 UP 20150 3 3 5,085# 2,0150 ---- ---- 26-1/4" X 2 3/4 TITEN 2 TO CMU FL -11468 U=12000 U=1000 a U= 50 , 12-0.148 X 3 NAILS TO GIRDER N # N O UP TO 4725 0 O9 Nsm - - - - 4725# - - - - _ _ _ _ EJ FL -11473 ��, 12'-4" LNG Vol 2- 1/2" X 5" TITEN HD Z u 0 W XtL Lu O 93 lD 4 w R-20 ICYNENE 'CLASSIC MAX' INSULATION W/ EJ VO1�� V02 >< N (U ID r1_ CD CD C') ( I) J J I t0 EJ VV11 J m \/ J U= 500+ > > > V12 > cu > J 3 PLY H4 r E J 0 U= 500' -I ao HT IRA 2 ,n N O OI G U=5 8'1"2 v) FilU=1400 U=8000 U= 900 L3 = T 2 � D1 R=3385" G2 Xr cn HTI,gq U=1588" G2 D1 G2 � D1 � 12'- ' CLNG H T 2 n z G2 Ml O D1 X8 LHT2 BTM OF LEDGERS 9'-4" p U=1953# R= 160" m G3 D1X" 3, 0„ G4 " 7 a)D -4" T '- COFFER " CM) 1 HTU2 ' S1 G5 ti CJ3 cu w .. D1 N 1 HTU2 lu m o c� w 4 CJ3 w 3 1 CJ1 J14 CILLI') J1 1, Nu 1 PO2 U=1498# D2 BOTH ENDS �, �� yv y� U D 7/C u U I P 01 u w w w u h U VO CJ o CJ3 \X CJ1 CJ1 �r _Q in O dN CJ1 CJ1 O e ALL ENTRY TRUSSES ATTACHED TO MASONRY WALLS/BEAMS W/CONNECTOR1� (SEE SCHEDULE FOR NAILING) N N v �) `) ALL UPLIFTS LESS THAN 18000 w w _ tr Q 9 y �s ENTRY VENTING REQUIRED U w w w w w w w U METAL LATH 4 STUCCO1O 0 — SOFFIT W/ 1" X 24" (1 5F.) SCREEN VENTS (MIN. 1/150 SCREEN VENT AREA TO CEILING AREA) U= 5000 U= 5000 (232/150 = 1.55 SF VENTING REQUIRED) (2 VENTS PROVIDED) GARAGE VENTING REQUIRED METAL LATH 4 STUCCO SOFFIT W/ 7" X 24" (1 S.F.) SCREEN VENTS / (MIN. 1/150 SCREEN VENT AREA TO CEILING AREA) (4(o9/150 = 3.13 SF VENTING REQUIRED) (4 VENTS PROVIDED) 5C,4L_ E , /411 11-0 I1 169 Cil CJ3 CJ5 EJ62 EJ62 EJ62 EJ62 EJ63 EJ63 EJ63 EJ63 EJ63 EJ63 EJ63 EJ62 EJ62 EJ62 EJ62 EJ62 EJ62 H3 H3 H3 H3 H3 H2 H1 Cil 9 = d3ss' 11 TRUSS/ MEMBER MARK/ID TYPICAL TRUSS TO MASONRY GIRDER TO WALL TRUSS TO BEAM (WOOD) TRUSS TO BEAM (WOOD) TRUSS TO LEDGER (WOOD) GIRDER TO POST (WOOD) TRUSS TO WALL (WOOD) TRUSS TO WALL (MASONRY) GIRDER TO WALL MASONRY CCNNECTCF� S REVISIONS DATE 1 OF 25 OR LESS AND A SMOKE -DEVELOPED INDEX OF 450 OR LESS COMPLYIWG WITH FBC 6TH EDITION (2011) RESIDENTIAL CODE, SECTION R316 UPLIFT G ONNECTOR/DEVICE CONNECTOR ALLOWABLE NAILS -QTY. 4 SIZE PER REMARKS / FORCE O LOAD VALUES CONNECTION (10d NAILS PRODUCT N ARE 1 1/2" LONG FOR APPROVAL TH AI= 5 f A AT I ON [DETAIL ROOF NAILING ZONES � N SINGLE MEMBER TRUSS PIGGY E3AGK TRUNOTE: TRUSSES ATTACHED TO MAIN SPAN TRUSSES W/ ISOLATE TRUSS FROM CONCRETE W/ A CzALV. E — REACTION UPLIFT LATERAL LATERAL f U� FURTHER DETAILS G lulu cc) LOAD LOAD TAPCONS - QTY 4 SIZE 2X4's AT 24" O.G. ANCHOR TO ROOF T H PARALLEL PERPEND PER CONNECTION _u O SIMPSON HM9KT SIMPSON HTSM16 STRAP W/ (4)1/4' DIA. L�. TO BEAM TO BEAM W/ (4) I/4" DIA. X R 2 Ya° 71TEN SCREWS 1 I/2 SDS SCREWS TO INTO BEAM AND (8) ZE INTO TRUSS AND (5) 10d x 1-1/2' NAILS INTO 1/4" DIA. X 2 1/4" TITEN TRUSS. —Il ] BARRIER LATH NAILED W/ 2" GUN NAIL TO 5/8' CDX PLYWOOD NAILED TO F1 F2 PER CONNECTION r-4 BOND BEAM TRUSS VERTICALS OF DROP GABLE END AT 24" O.C. W/ (8d RING SHANK NAILS •4" EDGES 4 6" FIELD) � � o _7t AT MAIN SPAN TRUSSES � � --TYPICAL ROOF FLASHING TRUSSESL)1 WITH BOTH HM9KT CLIP AND HTSM16 v c O SIMPSON HETA 20 1 -PLT TRUSS ----1,810# 3400 770#0- 0.148 X 1 1/2" NAILS 0) 0 .7 UP TO 18100 F2 = 290 LBS FL -11473 N No �' � 0 At JACK TRUSSES BEARING BELOW USE HM9KT lA 5IMP50N HETA 20 2 -PLY TRUSS ---- 1,810# 340# 770#8- 0.162 X 3 1/2" NAILS (N +' J N 4—vLn GENERAL NOTES: ROOF TRU555 a o ru � SIMPSON HIO {� (10) 10d x 1 /2" NAILS C,) l0 C) UP TO 2- SIMPSON LGT 2 - - - 2030# 100# 170# 16- 0.148 X 3 1/4" NAILS 2030# (b) sd NAILS I/2" DRYWALL TRUSS/HEADER ENGINEERING. CHANGES TO THIS LAYOUT THAT AFFECT Ell 7- I/4 X 2 I/4 TITEN FL -11473 ; 1LILII INTERIOR SIDE 2 ® 8 X 16" O.G. SX & a 1 MSTM ib W/ (8) 10d ANp SHALL BE PROVIDED TO AND APPROVED BY THE DESIGNER AND/OR ,�, / > R-20 ICYNENE 'CLASSIC MAX' INSULATION W/ (4)1/4" X 2 1/4" TAF_,ONS EACH SIDE WO MW FLUS' INN IESCENT KATION BARRIER FLAME WMAD WEX ENGINEER PRIOR TO THE FABRICATION OF TRUSSES. IIIYL � 2. WOOD TRUSSES SHALL BE FABRICATED BY A L ICENSED WOOD TRUSS ED OF JIM OR LESS Ca RYNS 0714 FOC 6114 EDITION (201) IUDINX CODE, SECII(M F91b 1/2" PIA. X 6" WEDGE e AND TESTED PER ASTM EU AND UL 123. ANCHOR a 32" O.C. FABRICATOR. TRUSSES SHALL BE FURNISHED IN ACCORDANCE WITH LILT \ LAYERS OF STUCCO APPLIED DESIGNS PREPARED BY AND SIGNED AND SEALED BY A FLORIDA 1.Jr =,D: a � ZE O 3 SIMPSON HIDA ---- 1040# 565# 285# IS - 0.148 X 1 1/2" FL -10446 Z ... y. 10 0# 1040# AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVISION), AND � �l 1LJL_Il "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD � TO4 5LCf=ED <NEEUJALL D TRUSSES," BY THE TRUSS PLATE INSTITUTE. THE AND SHOP AS WELL AS THE FABRICATION Z (4„ 3. DESIGN DRAWINGS, OF WOOD TRUSSES, WILL BE SUBJECT TO THE INSPECTION AND APPROVAL OF 14 -0.148 X 3 1/4" NAILS TO STUDS 16-0.148 X 31/4" NAILS TO GIRDER UP �.4 SCALE: NTS SIMPSON LGT 2 - - - - 1885# 700# 1700 TRU55 CONNECT ON L f 5T FL -11410 V 1885# MANUFACTURER'S SHOP DRAWINGS. Scale : AS SHOWN ADD 2 X 4 SCAB 12" LONG Z TO I PLY TRUSS- 8 -16d NAILS UP TO O SIMPSON NUS 28 4,095# 1760# - - - - - - - - 22 -0.162 NAILS TO LEDGER FL -10655 17600 8 - 0.162 NAILS TO TRUSS W UP TO 6 O SIMPSON CC044SD52.5 113,020# 5,370# ---- ____ 14-1/4' X 2 1/2 SDS TO POST FL -11470 a 5,3700 16-1/4 X 2 1/2 SDS TO GIRDERUP A TO 600# O SIMPSON LTS 16 ---- 6001, 151, 125# 112 - 0.148 X 1 1/2" FL -13872 Z W4 � W UP 20150 O SIMPSON HUG 216-2 (MAX) 5,085# 2,0150 ---- ---- 26-1/4" X 2 3/4 TITEN 2 TO CMU FL -11468 12-0.148 X 3 NAILS TO GIRDER N # N O UP TO 4725 0 O9 SIMPSON FGTR - - - - 4725# - - - - _ _ _ _ IS -SDS 1/4" X 3" FL -11473 2- 1/2" X 5" TITEN HD Z u 0 W NOTE: ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUF. N 93 lD 4 w R-20 ICYNENE 'CLASSIC MAX' INSULATION W/ I TOP CHORD OF TRUSS —INSULATION BAFFLE ATTACHED BETWEEN TRUSSES OR BUILDING WRAP STAPLED TO FACE, TOP, AND BOTTOM CHORD OF TRUSSES 3 O 3 O 0\-_/O O O\ RIDGE O2 / O I O 2 OOH—BOO \� /� 1O � L 3 O 3 P4 W4 # 104 U 0 0c0 x �,_aw a, u UNLESS NOTED 'NO BURN PLUS' INTUMESCENT IGNITION BARRIER, FLAME SPREAD INDEX TYPICAL: 5/8" CDX PLYWOOD DECKING NAILED TO TRUSSES 1 OF 25 OR LESS AND A SMOKE -DEVELOPED INDEX OF 450 OR LESS COMPLYIWG WITH FBC 6TH EDITION (2011) RESIDENTIAL CODE, SECTION R316 HHUS26-2 511 AND TESTED PER ASTM E84 AND UL 123, ji I TOP CHORD OF TRUSS —INSULATION BAFFLE ATTACHED BETWEEN TRUSSES OR BUILDING WRAP STAPLED TO FACE, TOP, AND BOTTOM CHORD OF TRUSSES 3 O 3 O 0\-_/O O O\ RIDGE O2 / O I O 2 OOH—BOO \� /� 1O � L 3 O 3 P4 W4 # 104 U 0 0c0 x �,_aw a, u UNLESS NOTED 11 LIVING SPACE SIDE NON -LIVING SPACE SIDE TYPICAL: 5/8" CDX PLYWOOD DECKING NAILED TO TRUSSES HTU26 OTHERUJISE ❑ HHUS26-2 w/8d RING SHANK NAILS, AS PER ZONES. HCUS28-2 II BOTTOM CHORD OF TRUSS ZONES O &O : 8d RING SHANK NAILS @ Cox. THROUGHOUT. ZONE:8d RING SHANK NAILS ® 4"o.c. AT EDGES. 8d RING SHANK NAILS ®6"o.c. AT INTERMEDIATES. C T'rP f CAL NID IDTA f L TH AI= 5 f A AT I ON [DETAIL ROOF NAILING ZONES � PIGGY E3AGK TRUNOTE: TRUSSES ATTACHED TO MAIN SPAN TRUSSES W/ ISOLATE TRUSS FROM CONCRETE W/ A CzALV. — SEE TYP. WALL SIMPSON LTS 16, 12-10d X 1 I!1" NAILS (FL 10456) N FOR OR (NOTE: INSTALL THRU PLYWOOD) SEC METAL PAN OF A SINCxLE LAYER OF 030 FELT. f U� FURTHER DETAILS lulu cc) 2X4's AT 24" O.G. ANCHOR TO ROOF H TRUSS W/ SIMPSON LU524, 6-10 NAILS (FL 10655) TO DROP GABLE W/ SIMSPON HS, 10-10d X 1 1/2"�� _u (FL 1140) (TYP.) SIMPSON HM9KT SIMPSON HTSM16 STRAP W/ (4)1/4' DIA. L�. W/ (4) I/4" DIA. X 12" 2 Ya° 71TEN SCREWS 1 I/2 SDS SCREWS TO INTO BEAM AND (8) (3) LAYERS OF STUCCO APPLIED�— TO METAL LATH, ON (2) LAYERS OF VAPOR OH INTO TRUSS AND (5) 10d x 1-1/2' NAILS INTO 1/4" DIA. X 2 1/4" TITEN TRUSS. —Il ] BARRIER LATH NAILED W/ 2" GUN NAIL TO 5/8' CDX PLYWOOD NAILED TO SCREWS INTO BEAM y BOND BEAM TRUSS VERTICALS OF DROP GABLE END AT 24" O.C. W/ (8d RING SHANK NAILS •4" EDGES 4 6" FIELD) _7t AT MAIN SPAN TRUSSES � � --TYPICAL ROOF FLASHING TRUSSESL)1 WITH BOTH HM9KT CLIP AND HTSM16 c 24" O.C. UPLIFT= 1980 LBS F2 = 290 LBS At JACK TRUSSES BEARING BELOW USE HM9KT 1 TA I �05TCN H I F [DETAIL UPLIFT= 805 LBS FI = 610 LBs OUTSIDE FACE INSIDE FACE F2 = 200 LBS ,4 SCALE: N.T.S. 1�I55E1) ANCN®i, DETAIL GENERAL NOTES: ROOF TRU555 SIMPSON HIO {� (10) 10d x 1 /2" NAILS �u CHORD O RMEAMING BETUIEEN TOP I. ROOF LAYOUTS PROVIDED ON THESE PLANS HAVE BEEN USED FOR STRUCTURAL AND ARCHITECTURAL DESIGN. TRUSS MANUFACTURER SIMPSON SP8 TOP AND BOTTOM IS RESPONSIBLE FOR THE FINAL TRUSS LAYOUT, SPANS, AND ALL (b) sd NAILS I/2" DRYWALL TRUSS/HEADER ENGINEERING. CHANGES TO THIS LAYOUT THAT AFFECT Ell ON THE (2) 2 X 8 TOP PLATE STRUCTURAL OR ARCHITECTURAL DESIGNS AS SHOWN ON THIS PLAN 1LILII INTERIOR SIDE 2 ® 8 X 16" O.G. SX & a 1 MSTM ib W/ (8) 10d ANp SHALL BE PROVIDED TO AND APPROVED BY THE DESIGNER AND/OR ,�, / > R-20 ICYNENE 'CLASSIC MAX' INSULATION W/ (4)1/4" X 2 1/4" TAF_,ONS EACH SIDE WO MW FLUS' INN IESCENT KATION BARRIER FLAME WMAD WEX ENGINEER PRIOR TO THE FABRICATION OF TRUSSES. IIIYL OF 25 OR LESS AND A SMOKE -DEVELOPED INDEX 2 X 6 P.T. BOTTOM PLATE 2. WOOD TRUSSES SHALL BE FABRICATED BY A L ICENSED WOOD TRUSS ED OF JIM OR LESS Ca RYNS 0714 FOC 6114 EDITION (201) IUDINX CODE, SECII(M F91b 1/2" PIA. X 6" WEDGE e AND TESTED PER ASTM EU AND UL 123. ANCHOR a 32" O.C. FABRICATOR. TRUSSES SHALL BE FURNISHED IN ACCORDANCE WITH LILT \ LAYERS OF STUCCO APPLIED DESIGNS PREPARED BY AND SIGNED AND SEALED BY A FLORIDA (3) z O TO METAL LATH, ON (2) LAYERS OF VAPOR REGISTERED PROFESSIONAL ENGINEER. TRUSS DESIGN SHALL FOLLOW 1LIL-Il %RaKKATW ULM W1 2' " MAIL TO Sir CDX KNE WE ALL EXTERIOR SDE=NAUVTO THE SPECIFICATIONS AS OUTLINED BY THE "NATIONAL DESIGN (SdRMC%"NAILS o4'WC5ES4VFIELD) SPECIFICATIONS FOR STRESS GRADE LUMBER," AND ITS FASTENINGS BY AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVISION), AND � �l 1LJL_Il "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD � 5LCf=ED <NEEUJALL D TRUSSES," BY THE TRUSS PLATE INSTITUTE. THE AND SHOP AS WELL AS THE FABRICATION Z (4„ 3. DESIGN DRAWINGS, OF WOOD TRUSSES, WILL BE SUBJECT TO THE INSPECTION AND APPROVAL OF �.4 SCALE: NTS THE ENGINEER AT ALL TIMES. WINSTON-B-LH-MODIFIED 4. THE HANDLING AND ERECTION OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS NOTED ON THE TRUSS Date: 10-09-20 TRU55 CONNECT ON L f 5T III II WALL 1 J. LEGEND MANUFACTURER'S SHOP DRAWINGS. Scale : AS SHOWN QTY PRODUCT 15 HTU26 1 HHUS26-2 2 HCUS28-2 5. ALL ENGINEERED HEADERS AND METAL CONNECTORS BETWEEN A, I 1 MATERIALS SPECIFIED BY THE TRUSS MANUFACTURER SHALL BE SUPPLIED D ra w n: Ts 121- f� BY THE TRUSS MANUFACTURER. 6. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS ON THE TRUSS LAYOUT 9/-4// A I F, F AND TRUSS ENGINEERING BEFORE THE START OF TRUSS MANUFACTURING. 9424 1. ALL UPLIFTS CALCULATED BY TRUSS COMPANY HAVE BEEN REVIEWED AND APPROVED. SEE TRUSS MANUFACTURER'S SHOP DRAWINGS. TOP OF TRUSS FEEL FIN. FLR. (3) LAYERS OF STUCCO APPLIED TO METAL LATH, ON (2) LAYERS OF VAPOR BARRIER, LATH NAILED W/ 2" GUN NAIL TO 5/8" CDX PLYWOOD NAILED TO TRUSS VERTICALS OF DROP GABLE END AT 24" O.C. W/ (Sd RING SHANK NAILS 64" EDGES 4 (o" FIELD.) 15 (EGRESS) 12 REVISION DATE 12 ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL REVIEW AFFIDAVIT E:1 16 17 OBSCJTEMP) CEMENTITIOUS MATERIAL ---ON CONCRETE BLOCK SPT 511DVATfON SCALE: 1/4" = 1'-O" SHINGLE ROOF (TYP.) nnnnn�nn 12 TOP OF BEAM SHINGLE ROOF (TYP.) OPENMG PRODUCT ID H 32 SNGLE HIM FIXED GLASS EXTERIOR DOORS EXTERIOR DOORS 25 SNGLE HIM 25 SINGLE HWG ISI EXTERIOR DOOR 19 25 SINGLE 4NG MODEL SIZE MWACTURER GLASS ATTACWK METHOD 1W 11011 U -FACTOR 6HGC BUILDING 1E16 I'f" DESU C AAMA 114 FOR FLUID APPLIED MEMBRANES) = O O O WINDOW / DOOR OPENING WATEfRFfR00F1NG DESCRIPTION TYPE, SIZE, SPACING, t EMBEDMENT R1W 0Q (TEMP) (TEMP) CEMENTITIOUS MATERIAL PRE56UR4E F' 56M 8100 PVC (IMPACT) 38" X 63" CUSTOM WINDOW SYSTEMS 5116' LAMI 3116' x 1 A' TAPCONS , FILL ALL HOLES FLI6111.1 031 0.19 +3655/-3315 +10,0/ -10.0 8100 PVC (IMPACT) 38" X b3" CUSTOM WNDOW SYSTEMS 5AV LAMI 3/Ib' x 1 A' TAPCONS , FILL ALL HOLES FLI6111.1 031 0.19 +3655/-3315 +10.01 -10.0 ® FIN. FLR. GLAZED FIBERGLASS (2) 36' X9611 THERMATRI 5116' LAMI V4' x 31/4 ' TAPCONS V FROM EDGES, @" OL FIELD FL20468.12 016 0.15 +3381/42.11 ,50.0 / -50.0 FW 8300 PVC (IMPACT) 12' X IV ARCH CUSTOM WNDOW SYSTEMS 5/16" LAMI 316" x 13/4 " TAPCONS FILL ALL HOLES FL13010.4 030 011 1 +3618/4158 +150 / -15ID � a- 8100 PVC (IMPACT) 38' X 63' CUSTOM WINDOW SYSTEMS 51b" LAMI 316" x 11/4 ' TAF'CON6 , FILL ALL HOLES FLi6111.1 031 0.19 +3655/-3315 +10.0 l -108 I (IMPACT) 54" X 63 i ' T I 031 0.19 +3655/-48.11 + -1 N PW $300 PVC (IMPACT) 14' X 36' CUSTOM WINDOIU SYSTEMS 5116" LAMI 3116" x 13/4 " TAPCON6 FILL ALL HOLES FL13010.4 030 011 +3568/-4638 +15ID / 15ID Qj O O 8100 PVC (IMPACT) 16 IR' X 2b' CUSTOM WNDGW SYSTEMS 516" LAMI 316" x 11/4 " TAPCONS , FILL ALL HOLES FLi6111.1 031 0.19 +3655/48.11 +10.0 / -10.0 PW 8300 PVC (IMPACT) 12' X 24' CUSTOM WINpOW SYSTEMS 5116" LAM) 316' x 13/4 " TAPCONS FILL ALL HOLES FLI3010.4 030 011 +3118/-4358 +15.0 / -15ID '� IV O O N ' GLAZED FIBERGLASS (2)38' X96' TI-MATRU 5116' LAMI 1/4' x 31/4 ' TAPCONS b' FROM EDGES, 12' OL FIELD FL20468.12 026 0.15 +3381/-42.11 +60.0 / -50,0 � �` (6 ON M GLAZED FIBERGLASS (2) 3g' X 96'X(1138' x96' 611E6 TI ERMATRU 516' LAMI U4' x 31/4 " TAPCONS b' FROM EDGES, D' OL FIELD FL20468.12 016 0.15 +32.45/-35bb +50.0 / -50,0 6 = N PW 8300 PVC (IMPACT) B? X 3b" ARCH CUSTOM WINDOW SYSTEMS 5116" LAMI 31b' x 13/4' TAPCONS , FILL ALL HOLES FL13010.4 030 011 43461-3801 +15.o J C 4; 8100 PVC (IMPACT) (2) 38" X 63' CUSTOM WNDOW SYSTEMS 516" LAMI 31b" x 11/4 " TAPCa6 , FILL ALL HOLES FLI6111.1 031 0.19 +3655/48.11 +10.0 / -10.0 � � � o � 8100 PVC (IMPACT) (2) 38' X 63' CUSTOM WWW SYSTEMS NO LAMI 316" x 11/4 " TAPCONS , FILL ALL HOLES FLI6111.1 031 0.19a55/-4811 +10.01 -10.0 ,, 8100 PVC (IMPACT) 38" X 63' CUSTOM WNDOW SYSTEMS 5116' LAMI 316" x 11/4 " TAPCONS , FILL ALL HOLES FLI6111.1 031 0.19 +3655/4811 +10.0 l -10ID ............ 8 PVG b X b Y 3 x 11/4 TAK06, FILL ALL HOLES6 031 0.19 3bW/-4811 +10.0 l 0.0 8100 PVC (IMPACT) 26 17-X 26 CUSTOM WNDOW SYSTEMS 5116' LAMI 3116" x 11/4 " TAPCONS FILL ALL HOLES FLI61l1.1 031 0.19 86.55/4811 +10.0 / .10ID , r \i =o:z - 0 ; y:, „ * o z N -:'o " n/a n/a METAL 191 X96 CLOPAY WA (SEE DETAIL I/A3) FL 165466 +3153/ .382 +360 / -42,0 8100 PVC (IMPACT) 38" X b3" CUSTOM WNDOW SYSTEMS 516" L411 3/16' x 11/4 " TAPCCNS , FILL ALL HOLES FI -101.1 031 0.19 +3655/-3315 +10.0 / -10.0 ori ••...... o`� �� � .t� V z W ExTstm W /CK MAUw W A z � a o rr�h V Nim TOP OF TRUSS HEEL ow, TOP OF BEAM 12 I' 0' MTALLAWN SEAUECM Q NOTE: OH IFL57ALL MOON OR �OM FA5T`Z-N PR -900 GT APPLY A WATER RESISTANT COATING APPROVAL AHD SEAL AR0014OR WOR FRAU-E TO (PER FBC RESIDENTIAL R-703.4 AND C AAMA 114 FOR FLUID APPLIED MEMBRANES) = O O O WINDOW / DOOR OPENING WATEfRFfR00F1NG NTS To 0Q (TEMP) (TEMP) CEMENTITIOUS MATERIAL CO Lu CONCRETE BLOCK z �N 13 Zvi ry cp ) ® FIN. FLR. 12 5 4 CEMENTITIOUS MATERIAL Lu fRI HT SIDE ELEVA70N SCALE= 1/4" = I'-O'l 12 5 SHINGLE ROOF (TYP.) (3) LAYERS OF STUCCO APPLIED TO METAL LATH, ON (2) LAYERS OF VAPOR _ BARRIER, LATH NAILED W/ 2" GUN NAIL TO 5/8" CDX PLYWOOD NAILED TO TRUSS VERTICALS OF DROP GABLE END AT 24" D.C. W/ (8d RING SHANK NAILS 64" EDGES 4 (o" FIELD.) TOP OF TRUSS HEEL -D" I'-0 ON OH IF -ON CONCRETE BLOCK TOP OF BEAM FIN. FLR. 10 TEMP. II TEMP. 12 fRA fR L VA7 0 N SHINGLE ROOF (TYP.) STUCCO LAP SIDING (TYP.) TOP OF BEAM TOP OF BEAM III -D" _II Ic OH N Llv C (EGRESS/TEMP) 3 TEMP. (EGRESS) I Y 13---I, • 1 20 0 BI I Ip �ry • •r• �r .' r MTALLAWN SEAUECM Q NOTE: PRIOR TO SUCK INSTALLATION IFL57ALL MOON OR �OM FA5T`Z-N PR -900 GT APPLY A WATER RESISTANT COATING APPROVAL AHD SEAL AR0014OR WOR FRAU-E TO (PER FBC RESIDENTIAL R-703.4 AND C AAMA 114 FOR FLUID APPLIED MEMBRANES) USE PROTECTO LUM200 BY PROTECTO WRAP WINDOW / DOOR OPENING WATEfRFfR00F1NG NTS To LLI 5 4 CEMENTITIOUS MATERIAL Lu fRI HT SIDE ELEVA70N SCALE= 1/4" = I'-O'l 12 5 SHINGLE ROOF (TYP.) (3) LAYERS OF STUCCO APPLIED TO METAL LATH, ON (2) LAYERS OF VAPOR _ BARRIER, LATH NAILED W/ 2" GUN NAIL TO 5/8" CDX PLYWOOD NAILED TO TRUSS VERTICALS OF DROP GABLE END AT 24" D.C. W/ (8d RING SHANK NAILS 64" EDGES 4 (o" FIELD.) TOP OF TRUSS HEEL -D" I'-0 ON OH IF -ON CONCRETE BLOCK TOP OF BEAM FIN. FLR. 10 TEMP. II TEMP. 12 fRA fR L VA7 0 N SHINGLE ROOF (TYP.) STUCCO LAP SIDING (TYP.) TOP OF BEAM TOP OF BEAM III -D" _II Ic OH N Llv C (EGRESS/TEMP) 3 TEMP. (EGRESS) I Y 13---I, • 1 20 0 BI I Ip �ry • •r• �r .' r DECORATIVE OUTLOOKERS ON FREEZE BAND ARCH (SEE DTL 6/51) STUCCO PICTURE FRAME ON 16" MASONRY COLUMN (TYP) © (055C./TEMP.) 1-0i - /J1II OH --STUCCO LAP SIDING (TYP.) BANDING (TYP) -STONE VENEER (TYP) MTALLAWN SEAUECM Q NOTE: PRIOR TO SUCK INSTALLATION IFL57ALL MOON OR �OM FA5T`Z-N PR -900 GT APPLY A WATER RESISTANT COATING APPROVAL AHD SEAL AR0014OR WOR FRAU-E TO (PER FBC RESIDENTIAL R-703.4 AND FT Hxv 9XX A`"m rASoWl AAMA 114 FOR FLUID APPLIED MEMBRANES) USE PROTECTO LUM200 BY PROTECTO WRAP WINDOW / DOOR OPENING WATEfRFfR00F1NG NTS DECORATIVE OUTLOOKERS ON FREEZE BAND ARCH (SEE DTL 6/51) STUCCO PICTURE FRAME ON 16" MASONRY COLUMN (TYP) © (055C./TEMP.) 1-0i - /J1II OH --STUCCO LAP SIDING (TYP.) BANDING (TYP) -STONE VENEER (TYP) a� LLI Zvi ry cp ) ® CC) Z ILL- CY- Lu Lu � a- 2 LH WINSTON-B-LH-MOD IF IED Date: 10-09-20 Scale: AS SHOWN Drawn: TS a� REVISIONE DATE 0" X 32" BOND BEAM o OF32-1T OF32-18 (01 REBAR) '-m114'-2" °' 0 0 AT TRUSS CHAPro - ;, N o SLOPED KNEEUJAI_l_ '- 12 ' `1' o N 00 J ON WALL a, A O ro d TRUSS PROFILE 15E1'O ......... m° all X 1(o" BOND BEAM i .Q_ 81=10-1T S>=1(o-18 (1 REBAR) _ -- - ----- �, -,f�.............. = (5F24-18 (01 REBAR) ,,,- _�---- -- , --- �` ,, p. 0'' X 1(o" BOND BEAM - GIRDER TRUSS Z 12'-0° = CONTINUOUS FROM H INSIDE HOUSE TO w LINTEL THE OUT5IDE PORCH p, w BOTT. 8'-3" Z A � � a o N M _LINTEL BOTT. 3" m Z a C W N rn N� _- �� 04" m m N S" FILLED S" FILLED O a CELL W/Co TINUOU5 WALL CELL x u 00 a a 1•� < 11 QII 8" 12'-0 rs BEAM/�®LUMN DE AT ®T Do® SEAM/CULLMN DETAIL AT REAR ®® SCALE: 3/8" = P-011 ,�� SCALE: 3/5" = 1'-0" IZZI ILLI m � � m 12 5HINGLE ROOF (TYP.) 13,40 Q eCV` U 12 QQ F 12 BEAM UJALL PROFILE 5 SEE DETAIL 2/A6 CID -- -- GIRDER SEE DETAIL 3/42 GIRDER _ EE DETAIL 3/42 a� TOP OF BEAM @ m ARCH HEADER# N 3 _0 II 3I -0 II— OH 21 411 1,_0„ OH ® > — - LE Ld OC. LU Jl IIJLII FIN. FLR. I I Z LU , � � � � TC1=f� I I I � IV �` 12'-0" WINSTON-B-LH-MODIFIED ®® TO 10'-0" GREA5T ®® h {� ER F)EDROO I Date: 10 -OS -209'-4" 9'-4" CLCz. COPPER CLCD. �_ I. 91-4" TO 10'-0"Scale: AssHOWN COFFER CLCD. VAULTED CLCD. VAULTED Drawn: rs ,L�(o SCALE: 3/8" = 1'-0" 046 (ROOF TRUSS ABOVE REVISIONS DATE STRAP EACH STUD TO PLATE W/ STRAP TRUSSES TO DBL 2 X 6 SP6 SIMPSON PLATE TIE AND NAIL TOP PLATE U1/ SIMPSON HlOA _ W1 6-10d NAILS (10) 10d X 1 1/2" NAILS STRAP EACH STUD TO PLATE W1 2"x 6" (MINIMUM) STUDS 16" O.C. >, SP6 SIMPSON PLATE TIE AND NAIL W/1/2" DRYWALL BOTH SIDES AND R-13 FOAM INSULATION ATTACH TRUSSES TO v W/ 6-10d X 1 1/2" NAILS 2"x 6" BLOCKING (MIDPOINT) o. o. LEDGER W/ 51MP5ON v o ru — 0 - HANGER (SEE CONNECTOR �' c 0 0 II II " 2x6(P.T.) PLATE 1/2 DIA. x 6 WEDGE ANCHOR X32 O.G. •+j••o. DULE ON SHEET 44) 5CHE 2!10 o - W/3"x3"xl/4" PLATE WASHERS AT GONG. .; -g � ai 4 WOOD BASE 8 TRIM p _ C - _I - FINISHED FLOOR , :;_:o, 13'- 4" AFF ..... U ATTACH (2) 2 x 12 P.T. LEDGER TO WALL WITH 5/0" 1)I,4. EXPANSION ...... ' SEE FOUNDATION PLAN FOR BOLTS I6" O.0 STAGGERED ( 3" EMBED) CONIC. FOOTING SIZE AND REINFORCEMENT PROVIDE SOLID POURED FOR LEDGER H W Te ANT. 5Af;ZNG UJALL EDTAIL LEIDG;E� [DETAIL w a J1 NTS H A a o 1 SCALE: 3/4" = 1'-0 V Nim Z �U (3) 2 X 12 HEADER W/(2)1/211 PLYWOOD FLITCH DOUBLE TOP GLUED AND NAILED 16d NAILS 8" STAGGERED PLATE 2" x �% BLOCKING r U Q O, 'U Z ►-, W , , U �� Zen/ -- a 0 04 U I" x FURRIN C.1"I.U. �° a w 1 U FASTEN STUDS OR WOOD TO DOUBLE TOP WITH 51MP50N FASTEN JACKS 5/8" CDX PLYWOO 1/4" DIA, x 2 3/4" TAPCON ¢ OR 410 X 2 3/4 SCREWS 5P(o PLATE TIE TO WOOD HDR g 121, O.C. �c W/ (o -10d NAILS CONTINUE STRAPPINCx WITH 6IMP50N 2" x 8" BLOCKIN TOP PLATE ACCRO56 M5TA 12 STRAP 5/8" CDX PLYWOOD 4� HEADER/CRIPPLE AT 24" C/G W/ 10-106 NAILS W/ ad NAILS QY WITH 51MP5ON - - M5TA 12 STRAP W/ 10-106 NAILS 1=A6TEN STUDS INTERIOR SIDE EXTERIOR SIDE PROVIDE DOUBLE STUDS TO BASE PLATE UNDER ALL BEARINCx WALL WITH 51MP50N HEADER OPENINCG5 U.N.O. 5P6 PLATE TIE OPENING WIDTH 2 X 6 W/ (o -10d NAILS P.T. WOOD BASE 2" x '/s BLOCKING= FULL WIDTH OF WALL W/ 2-6d NAILS AT EACH FACE THRU PLYWOOD TO 2x4's 5 AF;� I G WALL CF N INS I) TA f L I AfRCH ID CF N INGS �1 Nrs �1 Nr5 LILI of) 12 12 R-20 ICYNENE 'CLASSIC MAX' INSULATION W/ 12 NO BURN PLUS' INTUMESCENT IGNITION BARRIER, FLAME SPREAD INDEX OF 25 OR LESS AND A SMOKE -DEVELOPED INDEX OF 450 OR LESS C01PLYMs WITH FBG 6TH EDITION (2011) RESIDENTIAL CODE, SECTION R316 _i FIBERGLASS SHINGLE ROOF ON 30' FELT FIBER 31 -ASS SHINGLE ROOF ON 30= FELT LLI TIN TAGGED ON 5/0" CDX PLYWOOD TIN TAGGED ON 5/5" CDX PLYWOOD 8d RING SHANK NAILS (SEE 6HEETA-4 FOR SPACING) \S AND TESTED PER ASTM E84 AND UL 123,lUL- (NOT REQUIRED IN GARAGE) I �[ 8d RING SHANK NAILS (SEE SHEETA-4 FOR SPACING) ] ON APPROVED, PRE ENGINEERED ON APPROVED, PRE ENGINEERED FIBERGLASS SHINGLE ROOF ON 300 FELT TIN TAGGED ON 5/8" CDX WOOD TRUSSES m 24" O.C. WOOD TRUSSES a 24" O.C. PLYWOOD ed RING SHANK NAILS (SEE 5HEETA-4 FOR SPACING)— STRAPS PER STRAPS PER ON APPROVED, PRE ENGINEERED \ CONNECTOR SCHEDULE TOP CHORD \ \ TOP CHORD \ CONNECTOR SCHEDULE TOP CHORD BRIDGING 4 BRACING WOOD TRUSSES 6 24" O.C. STRAPS PER C� \ SCHEDULE S Qo BRIDGING 4 BRACING BRIDGING 4 BRACING \ PER SHOP DRAWINGS CONNECTOR PER SHOP DRAWINGS PER SHOP DRAWINGS SEE ELEVATIONS FOR WALL HT . SEE ELEVATIONS FOR WALL HTS. SEE ELEVATIONS FOR WALL NTS. a) L � - V ' a a "RAT RUNS" "RAT RUNS" �� "RAT RUNS" • 68'-0" (MAX.) _ GALv. METAL EDGE �8'-0" (MAX.) GALV. METAL DRIP EDGE �8'-0" CMAX.) 5/S" DRYWALL (CLC) DRIP ON I X 2 P.T. DRIP STRIP mz I X TONGUE AND GROOVE CEILING ON I X 2 P.T. DRIP STRIP ° I X TONGUE AND GROOVE CEILING GALV. METAL DRIP EDGE I X 2" P -T. NAILER y. 2 X 6 FASCIA ATTACHED TO THE UNDERSIDE OF ROOF TRUSSES 2 X 6 FASCIA ATTACHED TO THE UNDERSIDE OF ROOF TRUSSES - - ° ON I X 2 P.T. DRIP STRIP PROVIDE FIREBLOCKING SEE ELEV'S ® °CID SEE ELEV'S _ 2 X 6 FASCIA • BB -1 METAL LATH ATTACHED PER FBG R103.1.1 W/ STUCCO FINISH SOFFIT (NO VENTING AT A/C AREAS) ° vo METAL LATH ATTACHED PER FBC R103.1.1 V STUCCO FINISH SOFFIT AND SCREEN VENTS (SEE SHEET A4 FOR VENT CALC'S) •� METAL LATH ATTACHED PER FBC R103.1.1 W/ STUCCO FINISH SOFFIT AND SCFEEN VENTS (SEE SHEET A4 FOR VENT CALC'S) (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) AT GARAGE SOFFITS PROVIDE: METAL LATH ATTACHED PER FBC R103.1.1 W/ STUCCO FINISH SOFFIT AND SMEN VENTS (SEE SHEET A4 FOR VENT CALC'S) BB -1 BB -2 1 X 4 P.T. (TVP,) (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) CURTAIN NAILER PRE -CAST LINTEL OVER OPENING —� PRE -CAST LINTEL OVER OPENING MASONRY TEXTURE OVER -CAST LINTEL OVER OPENING (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) 1/2" DRYWALL ON (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) CONCRETE BLOCK (3-COAT5) 3/4" FURRING STRIPS APPLIED ON TOP WINDOW � OF 1" RIGID FOAM BOARD W/ CONT. Lu TAPEDSEAMIS OVER VERTICAL COLUMN BEYOND 16" MASONRY COLUMN R 6 5VALUE (NOT REQUIRED IN GARAGE) POURED CONIC OR MASONRY TEXTURE OVER 4" X 8" BLOCK COLUMN BASE PRECAST CONC SILL r \ CONCRETE BLOCK (3-COAT6) CONCRETE BLOCK (3-COAT6) (U'5 VERT. eEA. COLUMN (SEE FOUNDATION) PLAN Lj__ CC)WOOD BASE k TRIM 4"-3000 PSI CONCRETE 5LA54"-3000 x 12 THICKENED PSI CONCRETE SLAB FIBERMESH IN CONCRETE ON 8 x 12 THICKENED MASONRY TEXTURE OVER CONCRETE BLOCK (3 -GOATS) LLFIBERMESI-I IN CONCRETE ON 6 MIL. VAPOR BARRIER ON EDGE 1-"5 CONT.(TYP) 6 MIL. VAPOR BARRIER ON EDGE 1-05 CONT.(TYP) 4"-3000 PSI CONCRETE SLAB COMPACTED, POISONED SOIL COMPACTED, POISONED SOIL FIBERMESH IN CONCRETE ON 6 MIL. VAPOR BARRIER ON 1LIUl � LU COMPACTED, POISONED SOIL ° ° ° °�I 1LIul �/ GRADE ° l° h ° I° I GRADE TOP OF SLAB I Lu I IIIIII—III I ° � � � � III III III III � ISI III III e FINISH GRADE U.JL- {I = I I a I ° ° _ � ;IIIIIIIII—III ° e ° ° a III—III— ° ;IIIIII—III ° � ° III—III— e —III III III III III III III III ° ° � ° ° ° ° ° III I I 1 I I III III III III OMPACT FILL TO MIN, � 1LJL III III III ° ° °° III III III III III ° III III- V I I I e a ° ° °III III III III ° °° ° °° III III I III- III III III III III III III III ° ° ° ° —IIIIIIIIIIIIIIIIIIIIIIII—III ° III III 95% MAX MOD -PROCTOR IIIIIIIIIIIIIIII ° a ° ae ° ° a ° ° ° ° ° DENSITY WINSTON-B-LH-MODIFIED � IIII—III ° ° � � I III SEE FOUNDATION PLAN FOR � I III I I � e ° ° ° ° I III—III da III SEE FOUNDAtION PLAN FOR IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIII III III III III III III III III III III III III III I I- III III III III III Date: I(D-(09-2(D - III III III III III III III III CONG. PAD SIZE AND REINFORCEMENT -III=III=III=III=III=III=III=III=III= CONIC. PAD SIZE AND REINFORCEMENT III III III III III III III III III III III III III III III III III III ill II III III III III III III 1' 1 IIIIIIIIIIII—III ill III III III III III I I EIII III III III III III III III III —IIIIII=IIIIIIIIIIIIIIIIIIIIIIIIIIIIII=IIIIIIIIIIIIIII1 IIIIIIIIIIII—III III—IIIA 1IIIIIIIIII I=1 Scale: AS SHOWN ;III i I1 111 111 I 1 ' Drawn: TS 7�-F I CAL fOfRC�4 5 CT I ON 2 T----r-f= I CAL ENTFRY 5 CT I CN A50NF;�Y WALL & CT I ON 61 �� SCALE: 3/4 = 1'-0" SCALE: 3/4 = V -oil SCALE: 3/4" = V-0" WASHER JL I 3" V.T.R 1-1/2° studor �L�CfiRICAL PLAN ELECTR1C14L 5Yi150L6 LEGEND P4NEL ELECTR I C,4L L0o4D Co4LCULo4T f ONE) DUPLEX RECEPTACLE ® JUNCTION 5OX ® EXHAUST FAN ® 220V RECEPTACLE © TV JACK VP VAPOR PROOF TRIP SWITCHED RECEPTACLE V PHONE JACK - PREWIRE ONLY �— 15 14 lk53 / 9,11 FLOOR DUPLEX RECEPTACLE 2 1 08 8,000 DOUBLE FLOOD - SOFFIT MOUNTED Q CEILING FAN OUTLET 1 COOKTOP QUADRUPLEX RECEPTACLE ® ALAW KEYPAD 10 GFI GROUND FAULT INTERRUPTER 2 60 %6 10,000 © INCANDESCENT PENDANT J -BOX - GEILNG MOWIED � \ WP GFI WEATHERPROOF GROUND FAULT INTERRUPTER 12 1,500 IARC FAULT/GFI OUTLETS ONLY) � r INCANDESCENT FIXTURE -CEILING MOUNTED h CEILING FAN /LT.OUTLE i $ SINGLE POLE SWITCH 20 12 1,500 IARC FAULT/GFI OUTLETS ONLY) INCANDESCENT FIXTURE WALL MOUNTED / 1 3 WAY SWITCH - YY 1,500 q 4 WAY SWITCH rLq RECESSED HIGH NAT W/ TRIM — FPL ,Ju -L, ELECTRIC CO. METER 4 PUSHBUTTON 0 ELECTRICAL PANEL (ARC FAULT/GFI OUTLETS ONLY) I^ `T� DISCONNECT SWITCH 1 ® SMOKE/CARBM MONOXIDE DETECTOR WITHIN 10-0" OF A BEDROOM 12 1,500 FLUOR. LIGHT (NTERWAMECrM/BArM BadGlIP) P4NEL ELECTR I C,4L L0o4D Co4LCULo4T f ONE) CIRCUIT NO, DESRIPTION CIRCUIT WIRE WATTS REMARKS POLE TRIP 1-8 LIGHT'S 4 RECEPTACLES 1 15 14 lk53 a 3 X SF. 9,11 RANGE/OVEN 2 45 08 8,000 CONE). UNIT 10,12 COOKTOP 2 30 10 5,000 A.H.U. HEAT STRIP 13,15 APPLIANCES 1 20 12 3,000 IARC FAULT/CFI OUTLETS ONLY) 14,1(o WATER HEATER 2 30 10 4,502 11,19 DRYER 2 30 10 5,000 20,22 CONE). UNIT 2 3(E) 08 ---- --- 21)3 21,23 A.H.U. HEAT STRIP 2 60 %6 10,000 24 DISHWASHER 1 20 12 1,500 IARC FAULT/GFI OUTLETS ONLY) 25 WASHER I 20 12 1,500 IARC FAULT/GFI OUTLETS ONLY) 26 MICROWAVE 1 20 12 1,500 IARC FAULT OUTLETS ONLY) 21 BATHROOMS 1 20 12 1,500 (ARC FAULT/GFI OUTLETS ONLY) 2& GARAGE DOOR OPENER 1 20 12 1,500 (GFI OUTLETS ONLY) 29 KITCHEN 1 20 12 1,500 (ARC FAULT/GFI OUTLETS ONLY) 30 REFRIGERATOR 1 20 12 1,500 IARC FAULT OUTLETS ONLY) 32 DISPOSAL 1 20 12 1,500 (ARC FAULT/GFI OUTLETS ONLY) 33,35 LIFT STATION 2 20 M2 1,500 36-42 1 SPACE TOTAL LOAD: 44,203- 10,000 : 34,203 IST 10 KU) 100% : 10,000 REMAINDER 6 40% 13,ro81 A/C 10,000 9 100% 10,000 TOTAL: 33,681 = 240 = 14034 AMPS OVERHEAD SERVICE 2(4/0) ALUM. SE GABLE 1 (2/0) ALUM. SE GABLE 2" CONDUIT 200,4 MAIN BREAKER METER PANEL 120/240 VOLT NOTE: INTERSYSTEM BONDING STRIP IS REQUIRED AT THE MAIN SERVICE GROUND CLAMP TO CLOSEST REBAR •4 G.U. CLAMPED TO FOOTING REBAR AND C.W. PIPE NOTE: CsFI OUTLETS PER PLAN 2PNF-NEMA 3R 240V A/C 4 MAIN DISC. a PANEL 42 CIRCUIT PANEL A/C RATED 10,000 W ALL WORK TO COMPLY WITH NEC AND LOCAL CODES EL.ECTRIC4L. RZER NT9 NOTE L ALL ELECTRICAL IN THE AREA OF CONSTRUCTION SHALL 1IEET THE REQU I fRE1-1ENTS OF THE 2014 NATIONAL ELECTRICAL CO1D E 2. ALL AFI RECETACLES TO 5E T,41'11='ER RESISTANT PER NEC 2014, ARTICLE 40ro-11 3. FROVIDE ARC FAULT CIRCUIT f='ROTECTION fE1, NEC 2014 ARTICLE 210.12 -4. PF-,OvIpE TAIPER RESISTANT RECEPT,4CLES l=ER NEC 2014 ARTICLE 210 5 -ALL 5AT1-1R000 I C I RCU I TR)' TO HAVE C:zFCI F=ROTECTION 1=ER NEC 2014 ARTICLE 210 .8 REVISIONSI DATE m Lu fv LLj 1 NO cel F01 LL- LH LL- WINSTON-B-LH-MODIFIED Date: 10-09-20 S c a I e: As SHOWN Drawn: TS ml ELEC METEF REVISIONS DATE nnm�n��wwwww��r�� CA WINSTON-B-LN-i" IODIFIEP Date: 08-18-20 Scale: AS SHOWN Drawn: TS Hatch Legend 12-4" A. F. F 9'-4 " A. F. F TRUSS END DETAIL SQUARE CUT OVERHANG 12 5 5-1/2" HEEL HEIGHT 1'-0" Lillian Digitally signed by Lillian Gonzale Gonzalez Date: NA 2020.10.12 14:49:01 -04'00' MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT WIND ASCE7-10 SFH LUS24 ENCLOSED HTU26 This Drawing Must Be Approved And EXPOSURE CATEGORY C 1 Returned Before Fabrication Will OCCUPANCY CATEGORY II HGUS26-2 Begin. For Your Protection Check All WIND LOAD 170 MPH JL Dimensions And Conditions Prior To *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH NTS ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE ROOF LOADING FLOOR LOADING BEEN ACCEPTED. TCLL: 20 PSF TCLL: PSF TCDL: 15 PSF TCDL: PSF BCDL: 10 PSF BCDL: PSF By Date TOTAL: 45 PSF TOTAL: PSF DURATION: 1.25 DURATION: 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. TRUSS CONNECTION LIST QTY PRODUCT SFH LUS24 15 HTU26 PALMETTO DRIVE HTU28 1 HHUS26-2 JACOBSEN HGUS26-2 2 HGUS28-2 JL HGUS28-3 BUILDER: SYNERGY HOMES PROJECT: SFH MODEL: WINSTON-6 ADDRESS: PALMETTO DRIVE SPEC: N/A RES: JACOBSEN CITY: JUPITER DRAWN BY: JL JOB # : 2466645 DATE: 09/24/20 SCALE: NTS REVISIONS: 1. 2. 3. 4. \Builders . FirstSoume 701 S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 5475