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PSL BUDNIK REVISED PERMIT SET_7.22.21_SEALED(1)
REVISIONS DATE rN 0 � o T � v Orq n y J C M z Q y N U � te � 0 z U N 0 0 0 °9Ia d aU Q 9 D 4 EIE] EIE] EIDEIE] . DODO E1E1E1E10E1E1E1- 11 DODO 00000000 QL- � LL Q �e) N T °�- Z� u-S County 5T. LUCIE TO �ul�p A 1 =sTOR ' e�� �IN�L� �aMI�Y R�slp�Ne� 4 cjw Um 8401 S. IND1,4N RIVER DRIvE NORTH E3uilding Department Sfi, LUCIE FT. PIERCE , FL 34982 Wind Desien Griteria ASCU 1 - 16 , . UJind Design Methool Main Wind Force Resisting A f= f= L • • * d _ ' ; RooFing Material SNINeLE Lowing in P5F ROOF F5C 5UILDWe BODE ITN (2020) ED171ON lop Chord Live 20 F5C �IECbANIGAL CODS ITb (2020) EDITION Top Chord Dyad 15 F5C RESIDENTIAL GODS ITb (2020) EDITION bottom Chord Live 10 Non - Cone FE3C FLUM5ING3 GODS ITN ( 2020) EDITION lu bottom chord D�� e� 1� NATIONAL �L�GTRICAL GODS ��1� EDITION TOTAL Load 45 Cin, � fi Duration factor 125 0 >:z m Wind 5peed 110mph (3 5ECCND GU5T5) N C=:; iv LL- 1pr SCHEEE:) L L E � �•:�'.; ' �,�„ � ' �_ 4i:• flop Choral C.5. sheetirg by builder. Al COVE SHEET / C0IDINFCR�IATION � n � Q � bottom chord C.5. Sheeting by builder. � � Z w �� �42 FOUNDATION/ �� �M �� �NI�iel�est Mean �Ieie{�t 1a _ � # r -, , 3. Dui lol ing Type ENCL05EE) 43 FLOO FLAN/ f=LUt'-1E3IN ISE -<jj cni Col LL-1 9t � ' A : t wilding Category II .-Nor Restrictive 44F�00F PLAN /ST EP5CHEDULE WINSiON-A-RH-MOD , '�►' + Expo5eCteeoy D � I Date: my-so-ai L. r{ . '-�. � 4� �� ELEVATIOeI �l Scale: assHawa y 5arrier Island No � � 5ECTIO5�tWN' pyyp� R3 Drawn: rs 106{ { � � � : , � �b ; �� '� � '��;� .;; Gonst�uction type � - � S1 WALL SECTION5 / [DETAILS ., � ',- ;`� • . : _ t � , . Level of Alteration N/A El ELECTRICAL PLAN / FLU�15ING RISER ON FRAL NOTES: OONOR T SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS REVISIONS DATE 4io►MIIII6401rn SAFE LEAD — POUNDS PER LINEAR FOOT LATERAL CONCRETE SHALL BE NORMAL WEIGHT GONCF!ETE EXCEPT UNLESS NOTED OTHERWISE.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS CURED FROM DATE OF POUR AS FOLLOWS: TYPE 8F8-OB 8F12-0B 8F16-0B 8F20-OB 8F24-OB 8F28-OB 8F32-OB REINF. FOUNDATIONS---------- 2,500 PSI LENGTH 8U8 8F8-1B 8F12-1B 8F16-1B 8F20-1B 8F24-iB 8F28-1B 8F32-1B 8U8 8F8 CMU* SLABS-ON-GRADE-------3,000 PSI 3069 4605 6113 7547 8974 10394 11809 BEAMS a COLUMNS_-------3,000 PSI O 2'-10"(34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 1293 1642 2135 LINTELS/ALL OTHER CONCRETE_.3,000 PSI 3069 3719 5163 6607 8054 9502 10951 3'-6" (42") PRECAST 2231 3069 4605 6113 7547 8974 10394 11so9 1025 1024 1830 ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE &0. 54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 592 591 1057 BB-I 0 ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM AT AI85 AND SHALL BE LAPPED ONE FULL MESH PANEL 12'-4" 16'-4" 4'-6" ( 2189 4375 6113 7547 8672 10294 11809 PLUS 2 INCHES AT SIDES AND ENDS± AND WIRED TOGETHER 4'_01' 4'_01' 4'_0l' 3'_g" 81 (�) 1105 1173 1631 2090 2549 3009 3470 N CALCUIM CHLORIDE SHALL NOT BE ALLOWED AS AN ADMIXTURE. HB - ® 5'-10"(70") PRECAST 1062 340 339 607 _0 N o cA 1451 2622 4360 7168(4s) 6036(i9) 7181(19) 8328(2o) I� C) ADDITION OF WATER TO CONCRETE AT THE JOB SITE IS PROHIBITED. OO O O O OO 1011 1729 2632 2205 2698 3191 3685 O5 7 -6 (90') PRECAST 743 424 534 357 ALL CONCRETE WORK SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF ACI 315 AND ACI 301. 3-0" °) 1011 1729 2661 3898 5681 8467(44) 6472(m) N lV �' 699 1160 1625 2564 3486 2818 3302 THE MINIMUM CONCRETE COVER TO REINFORCING SHALL BE AS FOLLOWS: LO - ® 9'-4" (112") PRECAST 554 326 512 227 N _ 00 3 FI @ 752 1245 1843 2564 3486 4705(3�) 6390(4�) +, — N Q j � SLABS ON VAPOR BARRIER__ __3" _ d 535 890 1247 2093 2777 2163 2536 — J +1 M BEAMS AND COLUMNS ------- 1-1/2" `p all 11 @ 1' 0 10 -6 (126 ) PRECAST 475 284 401 178 O ro �p 1 4 15 6 8 1314011 S 3-0 6 4 2-4 I'-2 3'-4 4 3-0 ro-2 8 1 6 4 0 FORMED CONCRETE BELOW GRADE _.2" �o _ 643 1052 1533 2093 2781 3643(36) 4754(4s) p -0 0 p UNIFORM CONCRETE BELOW GRADE ._ 3" `t 4" 1 471 755 1075 1428 1838 2316 2883 0""' 1, BB-I 1 ® 13 -4 160 PRECAST 296 217 324 109 .......... ALL CONCRETE FLAT WORK TO TERMITE TREATED o EQUIP. 471 755 1075 1428 1838 2316 2883 ;' ' CTYP.) — F� DOOR 3 F3 2 „ NR NR NR NR NR NR NR _= 1 o of c m N Og 8F16-1T (#7) PAD ' ?NQ. ry 6'•2 8F16-16 OaF1s-1T (#7) - PAD (# ) @ g0 17 -4 (208 ) PRESTRESSED N.R. N.R. 194 63 U _ 5 8F12-1T 7 , 8F16-1B 03 °O 8F12-18 — 00 300 548 950 1326 1609 1849 2047 t o o A;r00 00 = 00 00 00 O — — — — Zy -' 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — O F3 , .............poF, I I - FI O 0 -0.....0 L I � F3 L — — — —1 F3 FI 8F16-1B m V SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS VARIES i W I — ~ I OCisOn SAFE LOAD - POUNDS PER LINEAR FOOT W `Q m TYPE 8F8-1T 8F12-1T 8F16-iT 8F20-1T 8F24-1T 8F28-iT 8F32-1T TILE ON CEMENT BOARD - O 1 _0'_4" 8F16_1 I LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T ON INTERIOR OR EXTERIOR WALL 6' 8F16-1T (#7) ° 1972 3173 4460 5747 7034 8321 9608 8Fi6-16 I F3 FIN. FLR. � i F1 10 2'-10"(34") PRECAST H 1972 3173 4460 5747 7034 8321 9608 a O 4'-2" 6'-5" 7'-4" 12'-0" 8" 1569 2524 3547 4569 5591 6613 7636 N TILE ON SLAB I 0 20 3'-6" (42") PRECAST WIt 1569 2524 3547 4569 5591 6613 7636 1 8F12-iT (#7) 8Fi6-1T (#7) I �t g-411AFF _ O I O 1207 1940 2724 3508 4292 5077 5861 W N �t 1 8F12-1B 5 13-3 AFF 8Fi6-iB FILL CORNER , „ I 3 4 -6 (54 ) PRECAST � � W BOTT. ® 8'-0" L I - - (SEE 3/A2) ao SOLID TO 9-4 O° 909 1492 2093 2694 3295 3897 4498 aa Oe Oe e0 i) 00 0G e e o I ® 5'-10"(70") PRECAST 929 1492 2093 2694 3295 3897 4498 � U 9'-4" AFF - 727 (23) 1021 1634(12) 2102(11) 2571(io) 3039(lo) 3508 (9) p� 0 W 04 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — @ 5 7 -6 (90 ) PRECAST 727 1166 1634 2102 2571 3039 3508 N (SEE 3/A2) `r 591 680 1133 is) 1471 16) 1811 1s) 2152 16) 2494 m) V SUNKE �j III /� 9 -4 112 PRECAST 591 851 1326( 1705( 2084( 2463( 2842( N "'1=Co E DETAIL � 1 Fl NOTE: FIELD VERIFY SPAN AND PLACEMENT OF O ( ) � � # W a U SCALE=3/4"=r-0" O 10'-6"(126") PRECAST 530 686 914(is) 1185(is) 1458(�s) 2204 s) 2007(�s) ,�2 1 GIRDER TRUSSES ABOVE,PROVIDE BEARING AT 530 686 1183 1526 1865 2204 2544 � x I 9-4 A.F.F.AND MIN.3 1/2 WIDTH.CONTACT ENGINEER 418 is 373 606 a 783 is 962 a 1141 is 1321 to `i P" a W U FOR ANY FIELD CHANGES REQUIRED. � ) > ( > � ) > ) m 1 (SEE DETAILS I AND 2 OF A6) ® 13'-4"(160") PRECAST 428 455 770 1145 1444 1718 1993 187 255 404 (12) 520 (12) 637 (12) 754 (12) 872 (12) 90 17'-4' (208') PRESTRESSED 192 303 500 732 993 (6) 1268(14) 1470(14) I 4" CONCRETE 5LAE3 (3000 PSI) UJ/ 0 N I 8F16-1T M ALL LINTEL AND BONA BEAM REBAR TO BE �5,UNLESS OTHERWISE NOTED. 0 I (o x 6 x 10/10 UJ.UJ.F. OR F15RE MESH OVER 8F16-1B •5 BAR(S) AS REQUIRED BY UPLIFT TA @ 8F16-1T I NOTE: L-OTT'S CONCRETE L.INTEL.5 MAY BE SUBSTITUTED FOR CASTCRETE L-INTEL.5 T.OB. s 8Fi6-1B I 6 MIL POLYETHYLENE V�4POR R,4RRiER O b b • I OVER CLEAN, POISONED FOR TERMITES, COMPACTED (TO °d•n °d•n 1;' °d•s I 2500 P�1= OR 95io DENSITY 1=1LL• ° INTEL IDE5 � GN LOAD5 o FI f I 1 SI _ > 1 - (TYP.)@ BEARING: 30 psf LIVE LOAD (201* psf TOP CHORD) 'alI -0'-O `r 10 psf DEAD LOAD (100 psf BOTTOM CHORD) T.O.B. cf% I FIN. FLR. UPLIFT: 26 psf MINUS DEAD WEIGHT OF BEAM (121d PLF) •e °d•n d•° •n ° °'' 1. ALL LINTELS ARE SFI6-IB/IT EXCEPT AS SHODUN. RECESSED LINTELS {� POURED CELL W/I"5 BAR I MAY BE USED FOR SPANS : V-4" (9'-8" MAX. LINTEL LENGTH). u—u CONTINUOUS FROM BEAM _ I v 3. ALL VA2. ALL LUUES BASED ON MINIMUM 4 INCH BEARING. °' TO FOOTING `v N 8" 1 5'-2" " 11'4' " 13'-6" " 5'-0" 2'-10" 3'-1" 3'-I" " 5'-1" -6 3'-0" S" 8" 4. LINTEL DEPTH MAY BE INCREASED AS NEEDED TO FIT OPENING, NO r — — ADDITIONAL REINF. REQ'D. (SEE FLOOR PLAN FOR STEP DODUN DETAIL LOCATIONS O I I I 4 X 6 SYP "2 WOOD POST VERT. 5. RECESSED DOOR LINTELS MAY BE SUBSTITUTED FOR TYPICAL LINTEL. PLACE VERTICALS PER TYPICAL STEP DOWN DETAIL) 1 - ATTACHED TO SLAB W/ O r _ 1 5IMPSON HD55,2-5/8" HEADER(SEE a, 2 fi � � �� � i I� �I l�t� @ I _ THRU-BOLTS TO POST AND DTL 4/SU 2O PR�-C�J� LINTEL L� 1—� 1—� 1-1f�1�l m I — — r I-5/8" DIA.x 8"WEDGE ANCHOR r — F2 aF1s-1r m A2 NITS I F5 i i FOUNDATION O — — — — — — — `p---_ — — — 7 O 8F16-18 4 X 4 YP"2 WOOD POST VERT. L — — — J L — — — J — — — — — — ')I0 2'-8" 8" 3'-0" 5'-2" 8" ATTACHED TO SLAB W/ F5 @ 1 SIMPSO HD55,2-5/8" O F5 Leo 1LI�Il U I THRU-B LTS TO POST AND 6"BEARING WALL W� F2 F2 a) 15/8"D A.x 8"WEDGE ANCHOR FOOTING BELOW O — — — FOUNDA ION _ ------TD FI LOB DB5 PER 'S BARCS)AS REQUIRED BY UPLIFT TABLE • I _ — — — J `^ 1 REBAR 6� GIRDER TRUSS 13'-3" T.O.B. _ - �r FRONT DOOR W/TRANSOM ABOVE a' O CONNECTED TO W I FI 'i' (SEE DETAIL 3 OF A6) FI _`� r �, - s cv f•° ° ° a °d•° °d•n •° °d•° ° MASONRY WALL ° ° '° °°'^ °°'^ '^ °°'^ `° `° "` I r 4"BEARING WALL W/ HEADER(SEE NOTE:ATTACH BARING WALL v • W/2-5/8"WEDGE b — — — — — — — FOOTING BELOW DTL 6/5I) 70 CBS WALL W/1 X 6 P.T.,I/4"DIA O N • • . • . . . • 11> ANCHORS l4" I NOTE: ATTACH BEARING ALL TAPGON 8"OG.S AGGERED 1LUJl N O O Fl TO CBS WALL W/2 x 6 P.T, 1/4" DIA. " 8F16- T EQUIP. L-1 BB-1 BB-2 8F12-1B/1T 8F16-1B/1T 8F20-1B/1T 8F24-1B/1T U MIN.EMBED) O° I o o O (2 MIN EMBED) Oo cA 8F24-1T (#7 / TAPCON 8" O.C.STAGGERED 8F16-1B _ PAD c� 0 5 (2 MIN EMBED) HEADER(SEE o? JL�� on®B8,_ .. DTL 4/su F2 r-6" 5'-0" ALL LINTEL AND BOND BEAM REBAR TO BE 15, UNLESS OTHERWISE NOTED. U I j - s8-2 `" FI , F2 - — — — — — — _ - - - - - � - 9'-4" T.O.B. a° HB I O L-I m L — - - - - - - J - - - - - O A.j °d•e °d•: °d•: b I BOTT. ® 8'-3" POURED CELL W/I"5 BAR �t 15'-10" — — 2'-8" 9'- " r O I A� l 5C�4EDL�LE b CONTINUOUS FROM BEAM iv 8F16-1T 2'-9' 8" 21_g' VERIFY all TO FOOTING 8Fi6-18 _ — — — — - b"BEARING WALL WI MARK SIZE REINFORCEMENT REMARKS BO LARD 4 X 6 SYP "2 WOOD POST VERT. D 0R N I O° FOOTING BELOW ATTACHED TO SLAB W/ O3 PAID BOTTOM BARS TOP BARS (SEE FLOOR PLAN FOR STEP DOWN DETAIL LOCATIONS I O SIMP50N HD55,2-5/8" PLACE VERTICALS PER TYPICAL STEP DOWN DETAIL) O I F3 THRU-BOLTS TO POST AND -2" V1_8F16-1B BB-I 8" X 8" X CONT. 1-15 CONT, PERIMETER BEAM O - 1-5/8"DIA.x 8"WEDGE ANCHOR 1__N__l A2 6' _0'_0" FOUNDATION _-- ' 8F16-1T 1 ° BB-2 (2)8" X 8" X CONT. 1-15 CONT. PERIMETER BEAM 3 DETA f� 5E,4M �E f GAT CHANGE m 8Fi6-16 8" 21.5 _5 1 I - FIN. FLR. ° I I O 42 NITS ° I LIJ 't BB I2 FI o O 3 � L-I 8" X 8" X PER 5CHEE)ULE 1-11 CONT. --- LINTLE (BOTT. a 8'-011 +/-) II J F —eon.® s'-0— LLI I O O - I O O 00 � NOTE: AT INTERSECTIONS USE 1- #5 CORNER BAR 30" LONG, EACH LUAY Oonl 3-2 2-1 FIN. FLR. "' @ I �, 71'-5" 9.5 ,,, MASONRY TEXTURE OVER co) I - _ `�' O O O� U rI N SOH � U LE U U- 1LILJl � z LL CONCRETE BLOCK(3-COATS) CA O _ F3 _ F3 Z 4 _ >uLu i0 F1 - FI 8 24 1T FI 42 `p G-I Oo 8"x8" GROUTED GELL UU/1"5 VERT. C-4 O0 16"xl6" GROUTED CELL UJ/4-•5 VERT. ry � — - - OLILI SF4=1B 5 - - F - - - � F3 �° O ❑❑ �1 3000 P.S.I.GONG.CURB 'n 0° I F F1 ^I (° �° �° - — — — — — �° �° ° Q C-2 0 0 8"x12" GROUTED CELL UJ/2"'S VERT. C_5 4" X 4" SYP 02 1�u 4" 3000 PS.I.CONC.SLAB O° O = O ° 12'_4" q� I 0 0 — 8F24-1T O O o 12'-4" AFF G-3 °❑�° 8"xl6" GROUTED CELL UU/205 VERT. G-ro 4" X 6" SYP e2 i~ FIBER MESH IN GONG.ON ° ° V-4" AFF 8F24-18 O 9'-4" AIR (o MIL VAPOR BARRIER ON I F1 I — (SEE 2/A2) L — —1 L — - (SEE 2/A2) )LJL�I COMPACT,POISONED SOIL HEIGHT VARIES — — _ — CIA (TYP) �, F24-1 Fi FOOONO SC04 L W/GARAGE SLOPE - f0Cs co F� F� 8 24-1B i 1 1/2 GARAGE DOOR RECES m CIA L — — — — — — — — — — - — � FI FI I @ a Ln 4Z= E 0 0 0 0 BB-2 m 00 00 L — — — — — — — — — — — — — — — — — — — J MARK 51ZE (W X L) THICKNE55 (T) REINFORCEMENT REMARKS WINSTON-A-RH-MOD —IIIIIIIIIIII—III 4 8F16616T ®8F20-1B (#7) oo O OO —III— III III=III- BOTTOM BARS TOP BARS _ Date: 06-30-21 _I I I III III III- BB-I BB-1 O 8F20-1T (#7) 03 FI 1'-6" CONT, 16" 2-05 CONT. 1-15 CONT. MONOLITHIC I � � aF2o-,B Scale: AS SHOWN 4'-6" 1'-10" (0'-3" I,_4" 6'-4" 1'-4" 1'-1" 1'-4" V-0" 8" 1'-8" 16'-0" BB-1 I'-4° F2 I'-6" CONT. 16" 2-05 CONT. ----- BEARING WALL SEE FOUNDATION PLAN FOR GONG. PAD SIZE AND REINFORCEMENT T-10" V-2" 2'-10" I6'-10" 29'-0" Drawn: TS F3 1'-0" X CONT, 12" 1-05 CONT. --- THICKENED EDGE 59-$ a CONC. BRU DETAIL F4 Y-6" X 3'-6" 12" S REBAR 6 COLUMN PAD" O.C. EACH WAY TOP AT 16" BELOW FIN.FLR A2 NTS r_1� �®I Y � � FL�I Y O Y-011 X 3'-0" 12" '5 REBAR 6" O.C. EACH WAY SCALE= 1/4" = I'-m" F5 P.T.2X6 BUCK ATTACHED WITH a" CBS WALLS INSULATION REVISIONS DATE •n A•n A• 3/S"x3"SLEEVE ANCHOR BOLTS(1-1/2"EMBED)ON 11"CENTERS (2,0W PSI MIN.CONCRETE).WASHERS INCLUDED WITH SLEEVE ANCHORS. �.° �.° 1/2" DRYWALL NI xI OR MIN.I"X3" ° ° I/4"x3"TAPCON SCREWS(1-1/2"EMBED)ON 14"CENTERS P.T.BUCK W V X4" PT.WRAP (20M Pal MM.CONCF£V OR V CBlIER9(C-921 MOdO.I-MN 0D.WeSM REWFO UITH TAFCOG. ANCHORS MAY BE COUNTERSIAJC(BUT NOT REQUIRED)TO PROVIDE A //� FLUSH MOUNTING SURFACE.HORIZONTAL JAMBS DO NOT TRANSFER LOAD. �// 3/I6"x 11/4"TAPCONS MAX. I/4" SHIM--/, FILL ALL HOLES PER MANUF.SPECS �� WINDOW 12'-4" 16'-4" O.H.DOOR •o'° c'IA" '° ❑ A ' 4 ' 4 --IF�F=-F A .°�'A .°O'n .° O HB � I-�✓VERTICAL(TYP.) o O ° O O O = m 2'-0" O.H.DOOR NOTE: PRIOR TO BUCK INSTALLATION N W APPLY A WATER RESITANT COATING a Oo LAV WC 9'-4" CLG (PER FBG RESIDENTIAL R-103.4) ° a e LL' 1 DTL O.H. �x� FACE DOOR BUCK N "aj 15'-6° s" 13'-6° s" 6'-2° 5-6" 8" " 5'-8° 3' " 4" 5'-8" $" «� 3 2 T-T-F. WINDOW SUCK DET,41L �a BATH 3 SCALE: N.T.S. q3 SCALE: N.T.S. 16 ......... . m (TYP.) BSC/TEM 9'-4" CLG. TILE TO V-0" 6-a' ,� [}� ,=Qy n 15 O - Iro"MAX. `� y: �'I c� �0 * a- TEMP, C:.w - v Q OO 00 O ° O O ° O Z �y= 5/8"DRYWALL O❑ O O ❑ - ATTACHED TO TRUSS WITH .,>" ............. pF. 0 0 0 - I I/4''S SCREWS,12"O.G.FIELD 16"MAX. �I\ a'O.G.BUTT JOINTS CONT.25 GAUGE METAL TRACK " TOP AND BOTTOM W/ F I1 MASONRY BEAM (TYP) i / \ \ - �" Or- 1/2" V DRYWALL BOTH SIDES (I) Im SMS a 24" A WALL ATTACHED WITH 16 MAX, rc 1 1/4"%SCREWS,12'O.G.FIELD 25 GAUGE CHANNEL SHAPED METAL V 7 PORCH / / 12 / / 3 ��®®®® 8"O.C.BUTT JOINTS STUDS 24"O.G. H I� 6_a \ DINING _ 9'-4" STUCCO CLG. �/ / / � 5 \ \ � A3 9'-4" CL ELEC. BOTTOM TRACK ATTACHED TO SLAB WITH ❑ ° ° ❑ ,_1 W 12 \ \ V-4" TO 10'-0" r - METER HILTI PINS.145"DIA.X I"LONG W / \ WOOD BASE 4 TRIM ®16"O.C.COFFER CLG. TYP. NOTE: a 1214011 " " i u u u i1 u n " " " n FINISHED FLOOR 8-0 8 6-5 6-5 8 12-0 4 3-4 4 11-0 2 8 APPLRY A TO BUCK INSTALLATION to tTCOOATINC; z (PER FBG RESIDENTIAL R-103.4) � I'lo 0 14 r TYP. NON-SEARING WALL DETAL a c.� m EXTERIOR p00R BUCK DEVIL N �, 13-3 AFF It ABV. 12 - - - - - 3" i 43 SCALE: N.T.S. A3 I. 2xh P.T.ON SIDES OF MASONRY OPENING SCALE: N.T.S. ,� � W I I TEMP. 9'-4" AFF TEMP.O FAUX BEAM I cp 2. FASTEN SIDES THRU JAMBE 2x6 WITH I I'� �r (v (EGRESS) (SEE 3/A2) I 2880 I/4"x 4 IR"7APCONS,6"FROM THE TOP C3, N O OO OO ° ° ° `� r 0 4 BOTTOM 4 16" O.G.BETWEEN. A SINGLE IO 'z ROW OF FASTENERS IS ALL THAT IS i , wU _ AFF OIL REQUIRED. u N 0 04 N `r 13'-3" AFF 3. FILLED CELLS ON BOTH SIDES OF OPENINGS ONLY ONE SIDE REQUIRES I FAUX BEAM )SEE 3/A2) �'-0" 4" -4" I 1 05 VERT. Z c+l = BOTTOM OF - - - - - -- - - PAN @ V-4" CLG. SOFFIT s S'-8" AFF a U II BOTTOM OF GIRDER TRUSS - - - - - - - - I 2680 V-4" CLG. O 2 P:, a U ° 5TER B DR00 C'FR A ROM 9'-4" AFF i 9-4 TO I 8 I I VAULTE CLG. = v � TYP. FINISHBACK I 0 BL.COFFER LG. - - - - - - I i i OF DRYWALL 46 V-41 3'-0„ RECESS 12/ v I I I (EGRESS) 8" 14'-4' 4" / / 13 -2" 1'-8" 2'-0" = 5'-0' 2' 0" 4" 12'-6" 211 811 10 // ll 5 J I I - REC E VENT � SINK � J - RECE S --4-4 -W15P - - - - O COOKTOP 1 SIDE VIEW FRONT VIEW W/HOOD BEDROOM3 SI (VTR.) V-4" CLG. (TYP.) DR"I'ER VENT NiC�F DFTA L= ❑° I - ; ;I DW - - - N.T.S. 3'-0" I'-0" � N -_ IL KITCHEN e (TYP) TYP - - - - - - - - 9 0' CENEfi��4L NOTESi COFFER CLG. \ CCLA JTHE SHALL Y ALL EX15TING NS WHICH WILL 01 THE NSTALLATIOPN OF ALL NEWIFWORK. F DISCREPANCIES ARE DISCOVERED, CTCID _ ° m I `� I I WC = DESIGNER MUST BE NOTIFIED BEFORE PROCEEDING WITH ANY MODIFICATION TO 8" ❑ 2" 5'-0" " g'-0 4' 15-10 6" I 14'-2"�' I 4" 3'-10' 4„ 2" 8" "0 THE APPROVED DOCUMENTS. 02. ALL CONSTRUCTION SHALL COMPLY WITH ALL STATE, COUNTY, AND LOCAL CODES ig AND APPLICABLE AMENDMENTS C LATEST EDITION ). - `r BATH 2 (03. THE CONTRACTOR IS RESPONSIBLE FOR THE ADEQUATE BRACING OF ALL STRUCTURAL - - - - - - - - HALLti� � 9'-4" CLG. IOBSC/TEMP) AND NONSTRUCTURAL COMPONENTS DURING CONSTRUCTION. � U cm g'_4 C G. f04. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER WHAT co:) - - - - - DRAWINGS MAY SCALE OR IF WRITTEN DIMENSIONS DO NOT EXIST, WHICH ARE N I 3'-0" 4" '4 5'-0"C`iNECESSARY FOR CONSTRUCTION, THE CONTRACTOR MUST CONTACT THE DESIGNER LINEN _ TILE TO 8'- TO OBTAIN SAME. � _ HL � DROOM 2 M 2880 s VENT - (05. INFORMATIONTHF LAYOUT CONTRACTOR MUST VERIFY GINS BASED i F)EXISTINGz OR f U 9 4 C G. 2880 YR 9 4 CLG. -- - FIELD DIMENSIONS D. R R ER FIELD - I I I - - - WALL ACTUAL CONDITIONS AS DISCOVERED AND OBSERVED AND NOTIFY DESIGNER OF 12' 4" CLG. I ANY DISCREPANCIES. I I r I - D WELL PUMP (06. THE CONTRACTOR / OWNER ( IF OWNER BUILDER ), IS SOLELY RESPONSIBLE± FOR SHE1 (vtW) 4" 2" = THE MEANS AND METHODS OF CONSTRUCTION, AND THE SAFETY OF CONSTRUCTION V-4" CLG. �r I I L.TRAY s WORKERS. 4" 4'-9" 6" _ �'- 6" _ 12'-9" 4 " " TA �01. ALL WORK SHALL BE PREFORMED BY CONTRACTORS POSSESSING VALID CERTIFICATES cv r 2'-0 2'-0 4'-0 = g' 4' 2" 8 0 1� III OF COMPETENCY AND OCCUPATIONAL LICENSES, RECOGNIZED AND ACCEPTED BY - THE LOCAL GOVERNMENT HAVING JURISDICTION, OR BY OWNER. cv W I 4 22 X 54 ° 9'-4" CLG. `° q3 I ATTIC ACCESS T ° �00. TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED � O O AT IN UTILIT q HEREWITH COMPLY WITH ALL EXISTING INTERPRETATIONS AND PROVISIONS OF THE -S U a� TYP, AtTI „ co P. APPLICABLE BUILDING CODES AT THE TIME OF THE PLANS PREPARATION. NO 9'-4 CL II. - ABV. 12)2680 CTf `� - - WARRANTY EITHER EXPRESSED OR IMPLIED IS HEREWITH GIVEN. CD U _ e TEMP.® (EG ESS) p (09. CONTRACTOR / OWNER SHALL VERIFY ALL DIMENSIONS RELATED TO ANY PART HB m m �t TEMP, 0 o _ OF CONSTRUCTION PRIOR TO BEGINNING WORK OR ORDERING FABRICATED MATERIALS q w� r REQUIRED FOR CONSTRUCTION. PANEL � IfO. ENGINEER' S SEAL IS FOR APPROVAL OF STRUCTURAL DESIGN ONLY. O WG ALL GLASS IN HAZARDOUS LOCATIONS TO COMPLY WITH R3(0a,4 BEARING WALL W/R-13 INSULATION (TEMP) 8" 2" _Oil 4" 0 -5" 4" l0'-6" 2" 8" '-4" Y-4" 2'-g' g 21'-S" S" 12, WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN tom. (R302.9.1) v _ _ O BOLLARD - 13, WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 45(0. (R3(02.9.2) 22" X 54" 21 14. ALL TERMITE PROTECTION SHOULD COMPLY WITH R318 , PROPOSED HOUSE IN VERY HEAVY TERMITE AREA. ATTIC ACCESS 6' L W/PD STAIRS J 15. ALL LUMBER USED SHOULD HAVE QUALITY MARKS PER R31-1.2 TILE TO 8'-0 EN ENTRY 16. TILE TO BE INSTALLED OVER FIBER-CEMENT OR GLASS MAT GYPSUM BACKERS. (R102.4.1 AND R102.4.2.). LIN IN SHOWER SURROUND AREAS. > TEMP.GLAS 12'-4" STUCCO CLG. 1�. WEATHERING IS NEGLIG,45LE. ® ENCL.W/DO R IS. GYPSUM BOARD COMPLIES WITH FBC �(02.3 (TEMP) - 'ti 45"KNEEWALL W/ r _ GLS.ENCL.ABV. _W/- (EGRESS) GARAGE O 5T. LUCIE COUNT' BUILDING DEPARTMENT PRODUCT APPROVAL 5U5MITTAL AFFIDAVIT � SPACfr If 9'-4" CLG. �rt11INEN rp 6l v HB oPETIMG SCHEDULE:SlulYs DooRS,ovEiwEm DOORS,SLroMa DOORS,FIXED GLASS,WINDOWS,I SKYLWSx - - I'-9" 8" 3'-2' 4'-2" o CI' N O CV OFENMG FTdODUCT MODEL' SIZE MAMIFACNRER GLA56 ATTACHMENT METHOD FR7gICT APF>mVAL IIf4GiQt 9GC BUILDMi DESKlI PRWU T DESIW -i� M. BATH = 2 1'-5" 9'_5" ro DESORPTION TYPE,SIZE,SPAOMG,IEMEIMST MMBER FRES51 Pfc�56 Co DRWS ';' V-4" TO 10'-0" DRWS - N - I EXIERJORDOOR METAL FJ2"X96' CLOPAY WA (SEE DETAILVA3) FL165463 n/a n/a +39b01-4180 +46ID1-52ID - = 2 EXTERIOR DOOR METAL 96'X 96" CLOPAY WA ( iAl VA3) FL 165463 n/a n/a +41.1241-5L94 +46ID/-52D COFFER CLG_ --- in Oo " �_ 3 15 SNGLE I#NG 3b0 ALA(RPACi) 38 X 63 CU5i0M WNDOW SYSTEMS 5116'LAM) 3116'x I V4"iAF'CONS,FILL ALL HOLES FLI5699.1 b 28 «45801-6030 +10ID l-10D MASONRY BEAM (TYP) 4 EXTERIOR DOOR GLAZED FIBERGLASS (Y)38" X 96" THEftTRU N/A Mix 3114'TAPCONS b'FROM EDGES,n'OL FIELD FL 20012 .18 DI +42bO/-53W +50ID l.50ID Lu AY `� LA 5 FD8 G.5 TRAN9C41 FW 3300 ALUMIIMPACT 12' X 16"ARCH CUSTOM WMDOW SYSTEMS 5/16'LAMI 3/16'x 13/4'iAF CONS,FILL ALL HOLES FLI3010.4 b 28 +41.401-63.40 65ID I.65ID TUB PECK O O b 25 SWiE HIM 3b0 ALIM(U9"ACT) 38' X 63' CUSTOM WNDOW SYSTEMS 5/16'LAMI 3/16'x 11/4"TAPGONS,FILL Al HOLES FLI5699.1 b 28 +45W/-4980 A0ID l-10ID ❑° ❑° ❑° _ ❑° ❑° ° 1 35 NNG 31M ALU4(IM`ACV 54'X 63 CUSTOM WINDOW SYSTEMS 5/16"LAM[ 3/16'x 11/4"TAPCONS,FILL Al HOLES FLI5699.1 b 28 +4590/-W-V A0ID l-10ID Oo o❑ Oo o Oo Oo Oo Oo o „ 8 FI PW 3300 ALUMINI'ALi 24'X 36' CUSTOM WINDOW SYSTEMS 5/16"LAM[ 3116'x 1314'TAPCONS FILL ALL HOLEB FLI56991 b 28 +41.40/-63.40 +65ID I-65IDu �� f 12'-4" AFF 12-4 AFF U�1 9 H 32 SNGLE 1#N.': 3b0 ALIM(IM'ACT) 26 Ill'X 26' CUSTOM WMDOIU SYSTEMS 5A6 LAM) 3116 x 11/4 1APCONS,FILL Al HOLES FLI5699.1 b 28 +41.40/-63.40 +10ID/-10ID LLI 8' 2 6'-6" v " 8° 9'-4" AFF 9'-4" AFF O 10 FIXED GLASS FW 3300 ALl11f IMPACT 12"X 24' CUS10M WMDOW SYSTEMS 5116"LAM) 3A6'x 13l4"iAFCCNS,FILL ALL HOLES FLI3010.4 b 28 +3118/-4958 +65ID l-65ID � (SEE 2/A2) (SEE 2/A2) II EXTERIOR DOORS GLAZED FIBERGLASS (2)38' X 96' TIEfd1ATRU 51161LAM) Il4'x 3 V4"iAPCONS b'FRCM EWES,T1'OL FIELD FL 2046812 26 .15 +44b51-4850 +50ID I-50IDjj (TYP-) cv tp , p EXTERIOR DOORS GLAZED FIBERY+LAS"'i (2)V X%'02)30'x%'61115 11ER49ATRJ 5/16'LAMI V4'x 3 V4"TAPCONS 6'FRCM EDGES,V'OL FIELD FL 20"12 26 .15 +44b5/-4850 4WD/-50D Z A13 W HO GLA961W 0 FW 33M AL(WIMPACT 132' X 36'ARCH CUSTOM WMDOW SYSTEMS 5/16"LAM) 3116'x 13/4'iAPCONS,FILL A.I.HOLES FL13010.4 b 28 +3486/-3801 +15ID/.15D � U- 16" MASONRY COLUMN W/ 24" MASONRY BA E � 25 SNGLE I#NG 3b0 ALUM,(MAC) (2)38" X 63" CUSTOM WMDOW SYSTEMS 5A6'LAM) 3116'x 11/4"TAPCONS,FILL ALL HOLES FLI5699.1 b 28 +45801-6030 A0ID l-10ID o❑ o❑ Oo Oo TYP- 6 25 SNGLE NNG 31M ALU4(IMFACV (2)38' X 63' CUSTOM WINDOW SYSTEMS 5116'LAMI 3A6'x 1114"TAPCONS,FILL ALL HOLES FLI50`211 26 .15 +45W/-6030 +100l-10ID 1 16 EXTEMOR DOORS GLAZED FIBEWLA55 32' X 96" MRIATR11 5/16"LAM) I/4'x 3 V4"TAF'CONS 6'FROM EDGES,VOL FIELD FL 20012 AD .15 +35931-4688 4WO(-500 WINSTON-A-RH-MOD (OBSC./TEMP)) O n Y5 SwLE µ qG 31W AUK(IMPACT) 38' X 63' CUSTOM IIAM SYSTEMS 5/16"LAMI 3/16'x 11/4"TAFCONS,FILL ALL HOLES FL15699.1 b 28 46MI-6030 +100/-10ID ° °O �° �° la 25 SINGLE HIND 3100 A AR(IM"ACT) 38' X 63' CUSTOM WMDOW SYSTEMS 5/16'LAMI 3116'x 11/4"TAFCON6,FILL Al HOLES FLI5699.1 b 2S +45MI-b030 A0D l-10ID Date: 06-30-21 O M3 H 32 SNGLE IIMG 31M A AR(IM'ACT) 26 in"X 26, CUSTOM WHXW SYSTEMS 5/16'LAMI 3/16'x 11/4"TAFCONS,FILL Al HOLES FL15699.1 b 28 +41.40/-63.40 +10D/-100 1 � 20 H 32$WE M 31N ALUM.(MAC) 261R"X 26. CUSTOM WMDOW SYSTEMS 5/16'LAM) 3/16'x 11/4"TAPCONS,FILL ALL HOLES FL15699.1 b 2S +41.40/-63.40 +10D l-10ID 6'-3" I'-4" 6'-4" 1'-4" 1'-1" I'-4" 8'-(D" 8" 1'-8" 16'-o" I'-4° 21 DnIaORWOR OPAQUEFIBE%LASS 38' X%' i1ffRMATPoI WA V4'x3114'TAPCONBb'FROM EDGES,WOE FEW FL20468.4 .14 DI «44b5/-4850 ,500I.50ID Scale: AS SHOWN T-10" 8'-2" 2'-loll 16'-10" 29'-0" WALL LEGEND AREA CALCULATIONS Drawn: TS 59'-8" 8"CONC.BLOCK a 9'4"AFF L I vING 2001 SF 8"CONC.BLOCK a IT-4"AFF GARAGE (o41 SF FLOOR L 4 Niii 4"OR b"INT.BEARING PARTITION RILL HEIGHT PORCH 340 SF SC,4L E: 1/4'' = 1'-O" 6" 5EARING PARTITION IN R-13 INSULATION (SPRAY FOAM) ENTRY 222 SF 4"OR b"MT PARTITION RILL HEWT TOTAL. 4004 SF PORCH VENTING REQUIRED CONN CT0 5CH D UL REVISIONS DATE METAL LATH 4 STUCCO U-0. CONNECTOR ALLOWABLE NAILS-QTY. 4 SIZE PER SOFFIT W/ 1 X 24 (1 S.F.) SCREEN VENTS TRUSS/ UPLIFT C ONNECTOR/DEVICE REMARKS / MEMBER FORCE O LOAD VALUES CONNECTION 00d NAILS PRODUCT (MIN. 1/150 SCREEN VENT AREA TO CEILING AREA) MARKAD N ARE 1 1/2" LONG FOR (� In n u-) In In m SINGLE MEMBER TRUSS APPROVAL (340/150 = 2.21 SF VENTING REQUIRED) y -) � � -) �D N REACTION UPLIFT LATERAL LATERAL (3 VENTS PROVIDED) (.3U w w w w w u c-) E LOAD LOAD TAPCONS - QTY 4 SIZE s C PARALLEL PERPEND PER CONNECTION ALL V TRUSSES ATTACHED TO 'FGI'GIRDER TRUSSES T TO BEAM TO BEAM 0 "' e O BOLTS - QTY 4 SIZE W/CONNECTOR (1 (SEE SCHEDULE FOR NAILING) CJ1 CJ1 R F1 F2 PER CONNECTION ALL UPLIFTS LESS THAN S000 o r4 O O 0 1 SIMPSON 1-PLY ---- 1,810# 3400 1100 9- 0.145 X 1 1/2" NAILS o 0 u= 3mm# u=lmmm» IA 4 IA U= 10000 I TYPICAL UP TO * O HETA 20 TRUSS o M IV)) ID Co cu R=11540 R=451 U=1088» TRUSS N N ' yv C) C) C) U=2132" U=T87" E02 BOTH ENDS Tp 16100 lA SIMPSON 2-PLY ____ 1 S10# # # „ FL-11413 �, 5 v o a, o 2 PLY 340 110 8- 0.162 X 3 1/2 NAILS N N a IA aO2 MASONRY HETA 20 TRUSS 1� — N16 DROP T/C U=4384 L� a w E01 u=31m1# 16 - 0.148 X 3 1/4" NAILS _� � *-' `�' Acu Cu cu I E GIRDER TO IUALL UP TO 2 SIMPSON LGT 2 ---- 2030# 100# 110# cu o > > > # FL-11410 CJ1 o 2030 ADD 2 X 4 SCAB 12 LONG �, IA w cu v .............. 2� o Q a a Q = TO I PLY TRUSS- S -16d NAILS 1 ;NQ:� ,�i: TRUSS TO BEAM UP TO ____ # # # FL-10446 J =oi- U=662 15 a V05 = = EJ7 �� r o=LD ° CJ Q oo (WOOD) 1040# 3 SIMPSON H10A 1040 565 285 16 - 0,148 X 1 1/2 2 15 o a 14 -0.148 X 3 1/4" NAILS TO STUDS ............ 1>< VO EJ7 TRUSS TO BEAM UP TO 16 -0,148 X 3 1/4" NAILS TO GIRDER ""' C J # 4 SIMPSON LGT 2 ---- 1085# 1000 110# FL-11410 2 PLY 5 1 , , V O (WOOD) 1885 ADD 2 X 4 SCAB 12 LONG V o TO I PLY TRUSS- 6 -16d NAILS Q EJ7 TRUSS TO LEDGER UP TO O SIMPSON NUS 28 4,095# 1160# ____ ____ 22 -0.162 NAILS TO LEDGER FL-10655 EJ N (WOOD) 1160# S - 0.162 NAILS TO TRUSS a GIRDER TO POST UP TO O # # ____ ____ 14-1/4" X 2 1/2 SDS TO POST W EJ 2 �i 2 rUI4 14' 10" EJ7 (WOOD) 5,310# 6 SIMPSON CCQ44SDS2.5 19,020 5,310 6-I/4" X 2 I/2 SDS TO GIRDER FL-11410TRUSS TO WALL UP TO 5IMP60N LGT3-SDS2.5 ---- 3480# 1950 3S5# 26 -0.148 X 31/4"NAILS TO STUDS FL-11410U=1861e 40 12 �, H U=2583- EJ7 (WOOD) 3480# 12 SDS 1/4 X 2 1/2" TO GIRDER N p.•, o EJ a GIRDER TO WALL UP TO 4125 " N MASONRY 4125# OS SIMPSON FGTR ---- # ____ ____ 18- 1/4 X 3 SDS � _ « @ EJ7 2- 1/2" X 5" TITEN FL W � � EJ 14' 6' ` UR 315" U=-5822 GIRDER TO WALL UP TO 22 -0.148 X 3"NAILS TO TRUSS W � N Nl DTL 3 FOR CT N 0 E D1 my CONNE low MASONRY 3965# O SIMPSON MGT ---- 3965# ---- ---- „ „ FL-10456 N W I- 5/8 X 5 ANCHOR BOLT I�� � N 4k F•1 EJ7 TRUSS TO BEAM UP TO 10 SIMPSON H14 ---- 1215# 125# 285# 12 - 0.131 X 1 1/2" TO TRUSS FL-10446 W Z C7 U J 1215 cN EJ6 ST Y H S °' (WOOD) # 13 - 0.131 X 1 1/2" TO WALL J 0 Z 3 2 9 EJ7 TRUSS TO LEDGER UP TO 5 450# 2635# ---- ____ 30 -0.162 X 3 1/2" NAILS TO LEDGER FL-10655 �,/ tV Z , EJ677 1160# 11 SIMPSON HUS 210 10 - 0.162 X 3 1/2"NAILS TO TRUSS w C� �K / - ><1 NOTE; A T U55 TO USS CONNECTIONS Y T U55 MANUR W W \\\\ NO r, , 4„ E ALL R R E B R a a 0 a x U 2 0 1 6 EJ7 � � 0 � � x � . � EJ6 �� b 11 1 LR-20 ICYNENE 'CLASSIC ULTRA A SELECT' INSULATION .� a s a U O Q 07 'SEE ESR-1826 REPORT' IGNITION BARRIER FLAME SPREAD INDEX 3 —2e— I- 'EJ7 Is - E OF 25 OR LESS AND A SMOKE-DEVELOPED INDEX EJ6 12 OF 450 OR LE86 Ca1PLYMG WITH MC ITH EDITION(2020)RESIDENTIAL CODE,SECTION R316 \ Q / >< 06 0 12' g" AND TESTED PER ASTM ES4 AND UL�23. E J 7 5 I�> RIDGE 2� l O I 2e EJ6 NO , 0' I / \ �D EJ6 - ' TO m'- B COFFE ( 6" 5/I AUL II'- /12 LTO -0" EJ7 [To,.CHORD INSULATION BAFFLE ATTACI-4ED O NO 15ETLUEEN TRUSSES TYPICAL - OR OR BUILDING 5/8'CDX PLYWOOD DECKING NAILED TO TRUSSES 3 EJ7 0 UJRAP STAPLED TO FACE,TOP, w/2 1/2'X 0.131"RING SHANK NAILS,AS PER ZONES. EJ6 x G0 AND BOTTOM CHORD OF TRUSSES TE OT E `r NO3 ZONE O: 2 1/2"X 0.131'RING SHANK NAILS 04"o.c.THROUGHOUT. (+36.12/-64.79) @ I "' EJ7 LIYINCs SPACE:SIDE NON-LIVINGS SPACE SIDE ZONES 22 s ?f 2 1/2'X 0.131"RING SHANK NAILS 0 3'o.c.THROUGHOUT. E J o N (+36.12/-82.98) �o R=3141M m 0� N >< 1'_On ZONE O: 21/2"X 0.131'RING SHANK NAILS 04"o.c.THROUGHOUT. BOTTOM CHORD OF TRUSS (+36.12/-82.98) EJ7 NOTE:a.FOR SHEATHING LOCATED A MIN.OF 48"FROM E J U-1538 all 1L PERIMETER EDGE OF THE ROOF,INCLUDING 48'ON EACH N O1 SIDE OF RIDGES AND HIPS,NAIL SPACING IS PERMITTED o TO BE 6"O.C.ALONG PANEL EDGES AND 6'O.C.ALONG INTERMEDIATE SUPPORTS IN THE PANEL FIELD. EJ 5'-m FLAT P m 6'- "B � II' " Im x 2 !n _ EJ7 TOP OF POSTo V-4" FG3 = 1812e 9 4 BRG T)F I CAL NID ID TA I �� RM>�L 5 P>�R>�TION � T>�IL ROOF NAILING ZONE5 � E J 63 \ 3 x 2 EJ7 ISOLATE TRUSS FROM T O" PIGGY BACK TRUSSES ATTACHED TO MAIN SPAN TRUSSES W/ NOTE: CONCRETE W/A CsALV. 5' 10" ° 5 ' u= 1500• „ SEE TYP.WALL m 10 x 2 DID SIMPSON LTS I6,12-10d X I I/2 NAILS(FL 10456)(TYP.) METAL PAN OF A SINGLE m - N EJ7 (NOTE: INSTALL THRU PLYWOOD) SECTION FOR LAYER OF 030 FELT. E-1 12'-4' L 4.5 U=2200�' FURTHER DETAILS Lu OU O 2X4's AT 24" O.G.ANCHOR TO ROOF 1 L 1C EJ7 TRUSS W/SIMPSON LU624,6-10 NAILS (FL 10655) � TO DROP GABLE W/SIMSPON HS, 10-10d X 1 1/2" EJ o o o �� SIMPSON HMSKT SIMPSON HtSM16 - Z 8 6 (FL 11410)(TYP.) „ \_�STRAP` W/(4) 1/4' DIA. LU I X W/l4)1/4 DIA.X 2 Y4' TITEN SCREWS p 1 1/2 SDS SCREWS TO cu EJ7 12" INTO BEAM AND (8) c�i cu cu cu cu cu N (LJ - 500� l3)LAYERS OF STUCCO APPLIED OH INTO TRUSS AND (5) 10d x 1-1/2' NAILS INTO > > > > > > > > I/4 DIA.X 2 I/4 TITEN TRUSS. 2 PLY _ � � � � � � Q r TO METAL LATH,ON (2)LAYERS OF VAPOR 1A a 2 _ = u 0 I �, r BARRIER LATH NAILED V 2'GUN NAIL TO 50 CDX PLYWOOD NAILED TO SCREWS INTO BEAM U=2105w C 0 1 IA aOs U=54m3 EJ7 TRUSS VERTICALS OF DROP GABLE END BOND BEAM SIDE VIEW cv U- l8 1A AT 24"0L.W/(8d RING SHANC NAILS 04'EDGES t 6"FIELD.) AT MAIN SPAN TRUSSES nn 3 10 r TYPICAL WITH BOTH I-IP19KT llL CO2 o E ROOF FLASHING TR:USSESu N U=b00 Ud2ov CLIP AND HTSMI6 • w 24 O.G. UPLIFT= ISM LBS v CO Fl = l90 LBS 9'-4" Bps F2 = 290 LBS O 0 O CO BTM OF LEDG Re 9'-4" AT JACK TRUSSES BEARING BELOW USE HM9KT UPLIFT= 805 LBS 20' 7" 8 D02 F1 = 610 LBS OUTSIDE FACE INSIDE FACE C0 SI 5O5TON H I F DETAIL F2 = 200 LBS Iz'- CLNG D03 SCALE: N.T.S. M155Ep ANCHOR DETAIL Co BTM OF LEDGE V-4" x z D 0 4 O 0 (10) lod x 1 GENERAL NOTE 5. ROOF T U55 5 O � � ll0) I0d x I /2" NAILS I `► I `L LADDER FRAMING BETWEEN TOP DO CHORD OF TRUSSES K01 G03 I. ROOF LAYOUTS PROVIDED ON THESE PLANS HAVE BEEN USED O 3' 0" -41TO R !n HTU2 —SIMPSON SP8 TOP AND BOTTOM FOR STRUCTURAL AND ARCHITECTURAL DESIGN. TRUSS MANUFACTURER KO G05 D06 (6)Sd NAILS IS RESPONSIBLE FOR THE FINAL TRUSS LAYOUT, SPANS, AND ALL QL TRUSS/HEADER ENGINEERING. CHANGES TO THIS LAYOUT THAT AFFECT c� CJ H 2 1/2" DRYWALL AND - (2)2 X 6 TOP PLATE C� (� J fl 0 J o Do7 o.c. STRUCTURAL OR ARCHITECTURAL DESIGNS AS SHOWN ON THIS PLAN 6� INSULATION ON THE In CJ22 c� R=2483k II I INTERIOR SIDE SIMP50N MSTM Ib W/(8)I0d AND SHALL BE PROVIDED TO AND APPROVED BY THE DESIGNER AND/OR VO w U= 1898" HTU2 M (4)1/4" X 2 1/4" TAPCONS EACH SIDE ENGINEER PRIOR TO THE FABRICATION OF TRUSSES. r) CJ1 L() w D08 U=1322 1LIL CJ1 U I(-) In � w OP T/ 2 X 8 P.T.BOTTOM PLATE 2. WOOD TRUSSES SHALL BE FABRICATED BY A LICENSED WOOD TRUSS NZ w L01 w w CO C J CJ41 I 1/2' DIA.x b" WEDGE FABRICATOR TRUSSES SHALL BE FURNISHED IN ACCORDANCE WITH 1LJLJl — u- V"I v HTU2 D09 U=12130 ANCHOR 32" O.C. in Z DESIGNS PREPARED BY AND SIGNED AND SEALED BY A FLORIDA Z O �h r, L02 Vol U w �•� c� CJ DRo T/ II (3)LAYERS OF STUCCO APPLIED REGISTERED PROFESSIONAL ENGINEER TRUSS DESIGN SHALL FOLLOW 1Lu W U C J 1 w Z U U w U U N C J 4 TO METAL LATH,ON (2)LAYERS OF VAPOR In Lr7 BARRIER LATH NAILED W/2"GW NAIL TO 5/e'cDx PLYWOOD NAILED ro THE SPECIFICATIONS AS OUTLINED BY THE NATIONAL DESIGN `— U DRO T/C CJ1 o C „ c� CJ1 w w USLOPED KNEEWALL EXTERIOR SIDE SPECIFICATIONS FOR STRESS GRADE LUMBER, AND ITS FASTENINGS BY 1L -1 Lu J11 In lsdRINGSHANCNAILS64'EDGES46'FIELD) AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVISION), AND > y ALL ENTRY TRUSSES ATTACHED TO MASONRY WALLS/BEAMS CJ1 0 e "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD u "� � TRUSSES," BY THE TRUSS PLATE INSTITUTE. LLJ U w w U W/CONNECTOR I� (SEE SCHEDULE FOR NAILING) � ^' Q ALL UPLIFTS LESS THAN 16000 �� u u u wff--t II I 3. THE DESIGN AND SHOP DRAWINGS, AS WELL AS THE FABRICATION OF CO 1J ,[S„d, 5 L=0 F N W.4 L L D T L. WOOD TRUSSES, WILL BE SUBJECT TO THE INSPECTION AND APPROVAL OF O ENTRY VENTING REQUIRED `�' � w w _ .� w w w w u `�s THE ENGINEER AT ALL TIMES. METAL LATH 4 STUCCO 4 SCALE:. 3/4" = 1'-0" WINSTON-A-RH-MOD u= 5000 (MIN. 1/150 SCREEN VENT,AREA To CEILING NG AREA) OO � t I I t � I TS 4. THE HANDLING AND ERECTION OF WOOD TRUSSES SHALL BE IN Date: mb-3m-z1 (222/150 = 1.46 SF VENTING REQUIRED) U= 3000 U= 3000 I RU55 CONNECTION ION L I5T WALL HT. LEGEN MANACC�ADC URERSANCE I SHOP DRAWINGS. TH THE TIONS NOTED ON THE TRUSS (2 VENTS PROVIDED) Scale: As SHOWN GARAGE VENTING REQUIRED 5. ALL ENGINEERED HEADERS AND METAL CONNECTORS BETWEEN METAL LATH 4 STUCCO Q T Y PRODUCT 13/ —3 // A,F,F MATERIALS SPECIFIED BY THE TRUSS MANUFACTURER SHALL BE SUPPLIED D ra w n: TS SOFFIT W/ 1" X 24" (1 S.F.) SCREEN VENTS (MIN. 1/150 SCREEN VENT AREA TO CEILING AREA) 14 H T U 2 6 BY THE TRUSS MANUFACTURER. / — L (623/150 = 4.15 SF VENTING REQUIRED) 12 1 —4 �� A,F,F 6. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS ON THE TRUSS LAYOUT 74 (5 VENTS PROVIDED) 2 H H U S 2 6_2 AND TRUSS ENGINEERING BEFORE THE START OF TRUSS MANUFACTURING. S C A L E - 11411 - 1 1 -O I I 1 H G U S 2 8-3 9' -4 // A ,F ,F 1.ALL UPLIFTS CALCULATED BY TRUSS COMPANY HAVE BEEN REVIEWED AND APPROVED. i4o4 SEE TRUSS MANUFACTURER'S SHOP DRAWINGS. ST. LUCIE COUNT'' 5UILDING DEPARTMENT PRODUCT APPROVAL 5U5MITTAL AFFIDAVIT REVISIONS DATE OFENMG SCHEDULE:SWG DOM,OVEREAD DOORS,SLIDMG DOORS,FIEED GLASS,WINDOWS,4 SKYLIGHTS: 12 OFENMG PROW MODEL' SIZE MAMFACiLKR GLA86 ATTACW NTMETHOD Fk7DIIGiOfTPAL P Ot 5YC BWLDNGDESIGN FR7DIIGTDESM ID DESCRIKION TYPE,SIZE,SPACMG,1 EMBEDMENT Wm PREffin M;ES JK I EXTERIOR DOOR f ETAL S, X%' CLOPAY WA ( TAI VA3) FL VA3 n/a n/a +39b0/-41M +46D I-52.0 2 EXTERIOR DOOR METAL %' X%' CLOPAY WA (SEE DETAILVAN FL 165463 n/a n/a A111-5L94 +4bID I-52.0 3 25 SNGLE HIND 3100 ALUM(MPACD 38'X 63' CUSTOM IUNDOW SYSTEM 5116'LAMI 311b'x 1 V4'TAPCONS,FILL ALL HOLES FL15699.1 Al 26 +4580/-b030 +100 I-10D SHINGLE ROOF (TYP.) 4 Da-"DOOR GLAZED FlBERGLASS (2)3r X 96' TI mTRI WA V4'x 3 V4'TAKM 6'FROM EDGES,VOL FIELD FL 20468.2 .18 1 DI +42.60/-5390 +50,0/-50ID 5 RED(im IRA o FW 3300 A NNIRACT 12' X 16'ARCH CUSTOM WIDOW SYSTEMS 5116'LAMI 3/16'x 13/4'TAFCONS,FILL ALL HOLES FLI3010.4 6 26 +41.40/-63.40 465,0/-65D 12 b 25 SW HWG XV AU t(MPACT) 38, X b3' CUSTOM WIDOW SYSTEMS 5116'LAMI 3A6'x I I/4'TAPM,FILL ALL HOLES FLI56931 b 28 +4580/-4980 .100/-10D 1 35 SNGLE HWYa 3100 ALUt(MPACT) 54' X 63 CUSTOM WIDOW SYSTEMS 5116'LAM' 3116'x I I/4'TAFCOIk'i,FILL ALL HOLES FLI5b99.1 b 28 +4580/-6030 .100/.10D CV 8 FW 33M XKIMPACT 24'X 36' CUSTOM WIDOW SYSTEMS 5116'LAMI 3/16'x 13/4'TAPCONS FILL ALL HOLES FI-5699.1 b 28 +41.40/-63.40 +65ID 1-65ID � N O 9 H 32 SW NWG 3100 AL(t(MPACD 26 VP X 2b' CUSTOM WIDOW SYSTEMS 5116'LAMI 3116'x I I/4'TAPCOIk'i,FILL ALL HOLES FLI56931 b 28 +41.40/-63.40 +10.0l-10D � � O O TOP OF TRUSS HEEL 10 A)V GLASS RN 33M ALIKIMPACT 12'X 24' asTOM WIDOW SYSTEMS 5116'LAMI 3116"x 13/4'TAPCONS,FILL ALL HOLES FL13010.4 b 28 +3128/-45M +b5D I-b5D O II EXTERIOR DOORS GLAZED FIBERGLAS6 (2)38'X%' 1FERMA1Rl 5116'LAM' V4"x 3 V4'iAPCCMS 6'fRCM EDGES,Q'OL FIELD FL 20468.Q 26 .15 +44b5/-4850 50ID/-50ID N (V a EXTERIOR DOORS GLAZED FIBEIdiLA55 (2)38'X 96'�(2)30'x 96'S111E5 1FERMATRI 5A6'LAM' V4"x 3 V4'iAPCONS 6'FR7M EDGES,p"OL FIELD FL 20468.Q 26 .15 +44b5/-4850 b0ID l-50D � _� � � p 13 Re aA 1RNGO•I FW 3300 ALIM(IMPACT B2'X 36'ARCH CUSTOM WIDOW SYSTEMS 5A6'LAMI 3116'x 13/4'TAPCONS,FILL ALL HOLES FLI3010.4 b 28 +3496/-38D1 +15ID I-15D 4--+ — N LfY 1'-Oil FIXED GLASS TR4NSOM IN I'-D" 14 25 SNGLE kM 3100 ALUM.(MPACi) (2)3W X 63' OISTOM WMDOU SYSTEMS 5Ab"LAMH 3A6'x 1114 TAPCOJ!'i,FILL Al HOLES 1`1-I56991 b 28 +45W/-6030 +10D I.100 OH (3)SEGMENTS SEPARTEE) OH 15 25 SINGLE HWG 3100 ALUM.(MPACT) (2)38' X 63' CUSTOM WINDOW SYSTEMS 5116'LAMI 3/16'x 11/4'TAFCCM5,FILL ALL HOLES FL156931 26 .15 +4580/-6030 +100 I.10D BY MULL BARS — I6 EXTERIOR DOORS GLAZED FIBERGLASS 32' X%" TIERMATR) 5)16'LAMI 1/4"x 3 V4'iAPCONS 6'FROM EDGES,D'OL FIELD FL 20468.D 26 .15 +35.93/4688 +50D l-50,0 TOP OF BEAM ABV. 13 11 25%W HWG 3100 ALUM.IMPACT) 39' X 63' CUSTOM WMDCW SYSTEMS 542'LAMI 3/Ib'x 11/4'TAPCON6,FILL ALL HOLES FL15699.1 b 28 1 +45MI.60V +10ID I.10D S6" . b''.�pr 1S 25 SINGLE INN& 3100 ALUM.(MPACT) 38, X 63, CUSTOM WMDOU SYSTEMS 5/16'LAMI 3116'x 11/4"iAPCM,FILL ALL HOLES FL156931 b 28 +45E01-6030 +10D I-10ID ?nT. 19 H 32 SNGLE K NG 3100 ALUM.(MPACi) 26 0' X 26' ONi1OM WIDOW SYSTEM 5116'LAM' 3116'x I Il4'iAPCOIki,FILL ALL HOLES FLI56991 b 28 +41.401-63.40 +10ID I.10ID =o H 32 SNGLE FINYs 3100 ALUM.lMPACi) 26 V2'X 26' ONi1OM WNDOU SYSTEMS 5II Fi'LAM' 3/16'x 11/4"iAPCM,FILL ALL HOLES +10D I.10ID I'-D" 20 FL15699.1 b 28 +41.40/.63.40 ?'._; _ 1 :'0 OH OH I_DIM 21 EXTERIOR DOOR OPAOE FI%RGLA56 38' X%" THER1 m WA V4'x 3 V4'TAPCONS b'FROM EDGES.W OL FIELD FL 20468.4 .14 01 +449/4850 +50.0/-50JO I ` : �ij•..••.... ;oF� OH r/ N CEMENTITIOUS MATERIAL 6' ON CONCRETE BLOCK (a - Q � _ z Ll LA FIN. FLR- W 12 Z A 12 TEMP. (EGRESS) 5 SHINGLE ROOF (TYP.) ~ a N N REAR L VAT I CN SCALE. I/4 - 1 U W TOP OF TRUSS HEEL � N • � H W04 W i D O 1-4U TOP OF BEAM x d U OH OH El 6, LCEMENTITIOUS MATERIAL (TEMP) (TEMP) 61 QQ ON CONCRETE BLOCK 16 14 OBSC/TEMP. LEFT 5 i DELEVATION 11 11 SCALE: 1/4" = 1'-01I Inc) n m 12 SHINGLE ROOF (TYP) 1LLIl 03 TOP OF BEAM LLI '-DIM ❑❑ ❑❑ 19 = _ o� (OBSC./TEMP) Q CEMENTITIOUS MATERIAL `A Lu ON CONCRETE BLOCK IS Il (EGRESS) (EGRESS) FIN. FLR. 12 } i SIDE EL VA T i CN DECORATIVE OUTLOOKERS SHINGLE ROOF (TYP.) cvl ON FREEZE BAND SCALE: 1/4'' = 1'-0ii ARCH(SEE DTL 9/51) STUCCO PICTURE FRAME — f1 ON 1(o" MASONRY COLUMN (TYP) TOP OF BEAM 1Z LL Z EXT GM)K LL O TOP OF BEAM LLI _D LLII r-O off Z LIL OH SET P.T.WOOD B X.K OVM APPLY AROUIO Ll O GH91 Yl47Ef7PRAGFRYa INOI A ■ ❑ ■ ■ ❑ ■ ■ ■ ■ ■ ■ ■ _ WINSTON-A-RH-MOD L4ETFIAig SEALAM,FASTER EX W 6'ALL HE PPR FRODUCT APPROVALS. ARPJV T FACE OFF TFEHm YHL.L. (2)APPLY LIMID YiATc NFINS L:Ti ICCO J lA 6' Date: 06-30-21 t�MIBRAHP FACE F B FOP AND GR PAOE OF dIGK AND 51L1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Scale: As sHoIUN OF Rr.WOOD BAND INC, (TYP) EL"91LK TO � T Y L INSTAU.ArON SEMIENCZ NOTE: PRIOR TO BUCK INSTALLATION IOTA"PIMXH OR DOOR FASTEN PER PROOXT APPLY A WATER RESISTANT COATING FIN. FLR. raven: TS APPROVAL NO N SEAL rrfNDOKOR DOOR FRME TO (PER FBC RESIDENTIAL R-T03.4 AND PT•14=svg AND 1`� AAMA 1I4 FOR FLUID APPLIED MEMBRANES) ID El USE PROTECTO LUR1200 BY PROTECTO WRAP O(OBSC/TEMP.) ® ® (TEMP) 3� (EGRESS) 2O O WINDOW / DOOR OPENING WATERPROOFING (EGRESS) (BEYOND) NTS FRONT ELEVATION SCALE: 1/4'' = 1'-0ii REVISIONE DATE cl � � N o 8" X 32" BOND BEAM -q � o Ln SF32-1T o SF32-15 (#I REBAR) 5'�" 4'-2" >• v o Ln AT TRUSS CHAP _ `� `V 7. rz SLOPED KNEEWALL 12 a, o m � 5 C) 0 ON WALL ,, \, :......... . TRUSS PROFILE BEYONp S" X 16" ROND BEAM SF24-IT SF16-IT SF24-15 (#I RE5AR) SF16-15 ("1 RE5AR) - - - S" X 16" BOND BEAM GIRDER TRUSS Z O, CONTINUOUS FROM ~ 12' O" INSIDE HOUSE TO W LINTEL THE OUTSIDE PORCH a `p BOTT. 5'-3" Z A � a o LINTEL n, W T. S'-3" m � rnW N w q ctil m CIOCIO z W W a" FILLED S" FILLED # 1 aU CELL W/Co TINUous WALL CELL x d . aa U 8" 12'-0" 8" (�_3 AM/Cu`%UMN DETAIL AT FRONT DOOR 2 AM/COLSMN DETAIL AT REAR DOOR 5C,4LE. 3/8" = 1'-011 1LU c�) 1_2 Lu FLAT TILE ROOF (TYP 13 -6 .) V 12 5 � SEAM WALL PROFILE 12 SEE DETAIL 2/,46 5 �► I I C IRDE @ _ - SEE DETAIL /A2 5EE [DETAIL 3/4,11 � TOP OF SEAM loaf O ARCH HEADER sa" 2 4 I I C 1'- ON OH ® LLI Cf) LIL LLI LU FIN. FLU. WINSTON-A-RN-MOD 12'-011 � ITCHEN Date: 06-30-21 M45TER 5EDROOM GREAT 9'-4" TO 10' � ®® 9'-4" TO Iol-all ®® COFFER CLG. 9'-4" CLCx Scale: AS SHOWN COFFER CLG. VAULTED CLC. 1 Drawn: rs , (� SC,4LE. 3/8" = 1'-0" ROOF TRUSS ABOVE ROOF TRUSS ABOVE REVISIONS DATE BLDG. 1 DEPT. 1-22-21 STRAP EACH STUD TO PLATE W/ STRAP EACH STUD TO PLATE W/ STRAP TRUSSES TO DBL 2 X 6 SP6 5IMP50N PLATE TIE AND NAIL STRAP TRUSSES TO DBL 2 X 4 SP4 5IMP50N PLATE TIE AND NAIL TOP PLATE W/ SIMPSON H10A W/ 6-10d NAILS TOP PLATE W/ SIMPSON H10A W/ 6-10d NAILS (10) 10d X 1 1/2" NAILS (IS) Imd X 1 1/2" NAILS 2"x 6" (MINIMUM) 5TUD5 Q IV' O.C. 211x 4" (MINIMUM) STUDS 'a 12" O.C. `� STRAP EACH STUD TO PLATE W/ STRAP EACH SCUD TO PLATE W/ W/1/2" DRYWALL BOTH SIDES AND R-13 FOAM INSULATION U!III/1 2" DRYWALL BOTH 51DE5 �°J � C) SP6 5IMP50N PLATE TIE AND NAIL 5P4 5IMP50N PLATE TIE AND NAIL ATTACH TRUSSES TO C o � W/ 6-10d X 1 1/2" NAILS 2"x 6" BLOCKING (MIDPOINT) W/ 6-I0d X 1 1/2" NAILS 211x 4" BLOCKING (MIDPOINT) LEDGERR W/ 5IMP50N Ln N fV O' >% 2 O 00 HANGER (SEE CONNECTOR = - N N 2x6 (P.T.) PLATE 2x4 (P.T.) PLATE (a = 1/2" DIA. x 6" WEDGE ANCHOR 632" O.G. 1/2" DIA. x (o" WEDGE ANCHOR a32" O.G.c� aj SCHEDULE ON SHEET A4) �, � .. :3 0.•H:W/3"x3"A/4" PLATE WASHERS AT CONC. W/3'x3"x1/4" PLATE WASHERS AT GONG. e. >'° — >. O r WOOD BASE 4 TRIM WOOD BASE 4 TRIM _` '. 0, FINISHED FLOOR FINISHED FLOOR y d ° 9 -4 AFF _�w o o. m Z ° °d °� d d ° ° °d ° /BEE 4 ° °d ° ° d° d FOUNDATION PLAN FOR ° d° °° a ° ° SEE FOUNDATION PLAN FOR ATTACH (2) 2 x 12 P.T. LEDGER TO WALL WITH 5/011 DIA. EXPANSION CONC.FOOTING SIZE AND REINFORCEMENT ° ° ° ° ° CONC.FOOTING SIZE AND REINFORCEMENT BOLTS 1(o" O.0 STAGGERED ( 3" EMBED) Z PROVIDE SOLID POURED FOR LEDGER ~ T�Tfe ANT, 5 AfRING UJALL [D TAL 7"rFe fNT, E3 Af;ZNG UJALL DETAIL LEDG;Ef;;� [DETAIL w a � A 1 SCALE: 3/411 = 1'-0" 1 SCALE: 3/411 = 1'-01' 1 NTS Z a o V N N IN (3) 2 X 12 HEADER W/(2) 1/211 PLYWOOD FLITCH DOUBLE TOP PLATE (2) 2 X 12 HEADER W/1/2" PLYWOOD FLITCH DOUBLE TOP PLATE Z U GLUED AND NAILED I(od NAILS , 61 STAGGERED GLUED AND NAILED , 16d NAILS 51' STAGGERED BLOCKING x �% BLOCKING W -- # � x � P x FURRIN / \ C.M.U. 0�0 PC, a a (, OR woop FASTEN STUDS FASTEN STUDS TO DOUBLE TOP TO DOUBLE TOP P.T. 2" x 8" W/ WITH SIMPSON FASTEN JACKS WITH SIMPSON FASTEN JACKS 5/8" CDX PLYWOODoR x 223/44 scREwsN ¢ SPro PLATE: TIE TO WOOD HDR SP4 PLATE TIE TO WOOD HDR 12" O.C. W/ (o-10d NAILS CONTINUE STRAPPING WITH SIMPSON W/ ro-10d NAILS CONTINUE STRAPPING WITH SIMPSON 2" x 6" BLOCKIN TOP PLATE ACCROSS MSTA 12 STRAP TOP PLATE ACCROSS MSTA 12 STRAP 5/6" CDX PLYWOOD 4� HEADER/CRIPPLE AT 24" C/G W/ 10-10d NAILS HEADER/CRIPPLE AT 24" C/ W/ 10-10d NAILS W/ad NAILS WITH SIMPSON WITH 5IMP50N -- MSTA 12 STRAP MSTA 12 STRAP W/ 10-106 NAILS FASTEN STUDS W/ 10-10d NAILS FASTEN STUDS INTERIOR SIDE EXTERIOR SIDE PROVIDE DOUBLE STUDS TO BASE PLATE PROVIDE DOUBLE STUDS TO BASE PLATE UNDER ALL BEARING WALL WITH SIMPSON UNDER ALL BEARING WALL WITH SIMPSON HEADER OPENINGS U.N.O. SP6 PLATE TIE HEADER OPENINGS U.N.O. 5P4 PLATE TIE OPENING WIDTH 2 X (o W/ (o-10d NAILS 2 X 4 W/ fo-10d NAILS 2" x ]/a BLOCKINGP.T. WOOD BASE P.T. WOOD BASE FULL WIDTH OF WALL W1 2-8d NAILS AT EACH FACE THRU PLYWOOD TO 2x4's —A 5EAFZNG:� WALL OFENING E) ETAIL- 5EAf;;ZNG UJALL OFENNG� tDETAL_ SETA I L AfRCk4E) �1 NTS �1 NTS NTS R-20 ICYNENE 'CLASSIC ULTRA SELECT' INSULATION 12 'SEE ESR-1626 REPORT' IGNITION BARRIER,FLAME SPREAD INDEX OF 25 OR LESS AND A SMOKE-DEVELOPED INDEX SHINGLE ROOF ON PEEL AND STICK UNDERLAYMENT 12 SHINGLE ROOF ON PEEL AND STICK UNDERLAYMENT OF 450 OR LESS COMPLYING WITH FBC 1TH EDITION(2020)RESIDENTIAL CODE,SECTION R316 12 ON 5/V CDX PLYWOOD SHEATHING ON 5/5" CDX PLYWOOD SHEATHING AND TESTED PER ASTM E64 AND UL 123. fu ATTACHED WITH RING SHANK NAILS(SEE 6HEETA-4 FOR SPACING t SIZE) (NOT REQUIRED IN GARAGE) ---� �j ATTACHED WITH RING SHANK NAILS(SEE SNEETA-4 FOR SPACING t SIZE) ON APPROVED, PRE ENGINEERED ON APPROVED, PRE ENGINEERED SHINGLE ROOF ON PEEL AND STICK UNDERLAYMENT WOOD TRUSSES g 24" O.G. WOOD TRUSSES 6 24" O.C. ON 5/6" CDX PLYWOOD SHEATHING ATTACHED WITH RING SHANK NAILS(SEE SHEETA-4 FOR SPACING t SIZE) \ STRAPS PER STRAPS PER ON APPROVED, PRE ENGINEERED CONNECTOR SCHEDULE \ CONNECTOR SCHEDULE WOOD TRUSSES s 2411 O.C. TOP CHORD TOP CHORD LLB 00 c� BRIDGING t BRACING \\ TOP CHORD \ BRIDGING t BRACING STRAPS PER PER SHOP DRAWINGS BRIDGING t BRACING \ PER SHOP DRAWINGS CONNECTOR SCHEDULE PER SHOP DRAWINGS SEE ELEVATIONS FOR WALL HTJ. SEE ELEVATIONS FOR WALL HTS. SEE ELEVATIONS FOR WALL HTS. a "RAT RUNS" ° "RAT RUNS" �V-0" (MAX.) GALV.METAL DRIP EDGE GALv.METAL DRIP EDGE "RAT RUNS" • • _ �8'-0" (MAX) 60'-0" (MAX.) EVV' DRYWALL (GLG) ON I . 2 P.T.DRIP STRIP (3)LAYERS OF STUCCO APPLIED e ON I X 2 P.T.DRIP STRIP 1 X 2" P.T. NAILER 2 X 6 FASCIA TO NIGH RIBBED METAL LATH NAILED '° 1 X TONGUE AND GROOVE CEILING GALv.METAL DRIP EDGE TO BOTTOM CHORD OF TRUSS W/ 2 X 6 FASCIA ATTACHED TO THE UNDERSIDE OF ROOF TRUSSES - - ON I X 2 P.T.DRIP STRIP PROVIDE FIREBLOGKING . SEE ELEV'S 2" LATH NAIL( 1 3/4" PENETRATION) 6"O.C. *FN ° ° SEE ELEV'S METAL LATH ATTACHED PER FBC R1O3.1.1 W/STUCCO _ 2 X 6 FASCIA 55-1 FINISH SOFFIT(NO VENTING AT A/C AREAS) PER ASTM C1O63 SEC.1.1O23 METAL LATH ATTACHED PER FBC R1O3.1.I V STUCCO METAL LATH ATTACHED PER FBC R1O3.1.1 W/STUCCO AT GARAGE SOFFITS PROVIDE: FINISH SOFFIT AND SCREEN VENTS(SEE SHEET A4 FOR VENT CALC'S) ,: FINISH SOFFIT AND SCREEN VENTS(SEE SHEET A4 FOR PENT CALC'S) (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) METAL LATH ATTACHED PER FBC R1O3.1.1 W/STUCCO 55-1 (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) 1 X 4 P.T. (TYP,) FINISH SOFFIT AND SCREEN VENTS(SEE SHEET A4 FOR VENT CAXS) (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) CURTAIN NAILER PRE CAST LINTEL OVER OPENING PRE-CAST LINTEL OVER OPENING PRE-CAST LINTEL OVER OPENING f MASONRY TEXTURE OVER (BEE FOUNDATION PLAN FOR LINTEL SCHEDULE) (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) 1/2" DRYWALL ON CONCRETE BLOCK(3-COATS) — 3/4" FURRING STRIPS APPLIED ON TOP WINDOW 1 OF 1" RIGID FOAM BOARD W/ CONT. TAPED SEAMS OVER VERTICAL COLUMN BEYOND 16" MASONRY COLUMN (R-(o VALUE) POURED CONC OR fT� (NOT REQUIRED IN GARAGE) 1 MASONRY TEXTURE OVER 4"X S"BLOCK COLUMN BASE PRECAST GONG SILL CONCRETE BLOCK(3-COATS) JLIJ CONCRETE BLOCK(3-COATS) (1)5 VERT.GEA.COLUMN 4"-3000 P.S.I.GONG.SLAB (SEE FOUNDATION)PLAN — 4"-3000 PSI CONCRETE SLAB „ x 12„ THICKENED FIBER MESH IN GONG.ON WOOD BASE d TRIM (6 MIL VAPOR BARRIER ON " " MASONRY TEXTURE OVER � FIBERMESH IN CONCRETE ON 8 x 12 THICKENED 6 MIL. VAPOR BARRIER ON EDGE 1-05 CONT.(TYP) COMPACT,POISONED SOIL EDGE I- 5 CONT.(TYP) 4"-3000 PSI CONCRETE SLAB CONCRETE BLOCK(3-GOATS) Z LU COMPACTED, POISONED SOIL FIBERMESH IN CONCRETE ON N 6 MIL. VAPOR BARRIER ON COMPACTED, POISONED SOIL GRADE _ ° ° I ° ° ° p °°I 4 /I° I GRADE ° ° TOP OF SLAB + =1 =11 =11 ° j 1 a I III111 1= III III III III �b°I— i i a i III III 1= d ° ° a FINISH GRADE L�L� III III III III d1 1 ° dl III III IIIIIIIIIIII—III Ip� d ° ° I ICIIIIIIII ° °° 4 + ;III III III III ° ° d III 1 1= —III III III III III III III III ° ° ° a 1 III III III III III III LL °O ° ° IIIIII—III ' III—III = ° ° OMPAGT FILL TO MIN. 9 ° ° III IIII ° d ° ° ° ° IIIIII1 _I=III=III=III=III=III=III=III=III ° ° 1 III=III=1 5% MAX MOD-PROCTOR I;IIIIII—III ° I 1- III III III ° °d° ° d III 1- -I 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 ° 1=1 1=1 I= 1=1 1=I DENSITY UIINSTON-A-RH-MOD II II II II II ° ° d III IIIII a ° ° ° ° ° d ° III III III III III III III III III III III III III III III III III III 1-IIIIIIIIIIIIIIIIIIIIII SEE FOUNDATION PLAN FOR EE FOUNDATION I_I III III III III III III III III III III III III III III III III III III Date: 06-30-21 _ GONG.PAD SIZE AND REINFORCEMENT S PLAN FOR III III III III III III III III III I CONC. PAD SIZE AND REINFORCEMENT 11 11 1=1 1=1 1=1 11 11 1=1 11 11 11 1=1 11 1=1 1=1 1=1 1=1 illI II IIIII IIIII IIII � III III III III III III III _I -III=1 =1 =11 =11III=III III1III=1 =1 =1 1=111=1 � Scale: AS SHOWN I1IIIIIIIIIIII � =AII1IIIIIIIIIIIII -III III III III III III III III III III III III III_ =111 � .III„ �11111 ,111- I I I ,III, I I I Drawn: Ts 3 T'l'F I CAL FC C SECTION 2 T-�-F I CAL ENTFR-1- SECTION WALL 5 CT I ON J� SCALE: 3/4 = I'-0" SCALE: 3/4 = 1'-0" �j� (j� SCALE: 3/4" = I'-0" 61 REVISIONS DATE V.T.R. I- C I C � 1' 1"I ® I- � I- N ® III 211 V.T.R. AIL_ \ I DUPLEX RECEPTACLE ® JUNCTION BOX ® EXHAUST FAN studor 1.1/211 LHV ® 220V RECEPTACLE © Tv JACK VP VAPOR PROOF SINK SWITCHED RECEPTACLE - PHONE JACK-PREWIRE ONLY / 1-1/2 11 FLOOR DUPLEX RECEPTACLE SINK SI..IUJR. � DOUBLE FLOOD - SOFFIT MOUNTED 1 0 � CEILING FAN OUTLET © LAV l .W 11 GROUND FAULT I TEPRRUPTER PREWIRE ONLY \ / 3 2 INCANDESCENT FENPMIT PIXIUI�E-CEILMG MOUNTED C 311 HB WP WEATHERPROOF GROUND INCANDESCENT FIXTURE - CEILING MOUNTED / 11 GFI FAULT INTERRUPTER 211 3 O O O O LAV FI 211 I 21I VTR e $ SINGLE POLE SWITCH INCANDESCENT FIXTURE - WALL MOUNTED I CEILING FAN/LT.OUTLET TUB 3 WC, 3 WAY SWITCH II II 2 II 311 II Oo no q+q 4 WAY SWITCH � RECESSED HIGH � L HAT W/TRIM 2 3 SNUJR I \ g ELECTRIC CO.METER 2 / - VP PUSHBUTTON ELECTRICAL PANEL p V ® W�M I0'-0�M�XID OOr)E pETECTOR �-1 DISCONNECT SWITCH FLUOR LIGHT 3 i 1 311 cNrERcar�cTEoaaTTERr aacK-I�i I I / 3�� Cp III L,p 3" v.T. .3 2 LAv / / / P,4NEL ELECTRIC,4L L0�4D C,ALCUL,4tfONS 3 Q Q Q Q Q / CIRCUIT DESRIPTION PO EU TRIP WIRE WATTS REMARKS IT I I 311 / 1-8 LIGHT'S 3 RECEPTACLES 1 15 *14 8,451 9 3 X SF. 11 ° 3 311 TUB 9,u cooKTOP 2 am 08 S,OOrO UJ 4SNER WC FAN/LT.OUTLET �j j i FANILT.OUTLET FAN OUTLET METER 1(0,12 OVEN 2 40 *8 8,000 TO 5Eu1ER 5Y5TEM _ _ I\ \/ — _ \/ / / 13,15 APPLIANCES 1 20 M2 3000 (GFI OUTLETS ONLY) / 14,16 WATER HEATER 2 30 MO 4,500 \ _ \ \ — i /\ I_ 1 SD — \ / • 11,19 DRYER 2 3(0 MO 5,000 20,22 COND.UNIT 2 30 *8 UM E) I NG R15ER — — — — I 21,23 A.N.U.HEAT STRIP 2 60 % 10,000 D / WP/CxFI \ \ O \ I 24 DISHWASHER 1 20 *12 1,500 (GFI OUTLETS ONLY) NTS � _ I / Oo 25 WASHER I 20 *12 1,500 (GFI OUTLETS ONLY) NOTE: ALL S1-IOUJER GNU TU8 VALVE TO 1-I4VE TEMPERING ELVES — _ \ = _ 2(o MICROWAVE 1 2(0 *12 1,500 (CFI ouTLETs ONLY) THAT GOMPLIE5 UJITH ,455E 1010 OR (2020 1=5(:;, P210a.4, P2113.3) 21 BATHROOMS 1 20 12 1,500 (GFI OUTLETS ONLY) / - - - - - - - - - 28 GARAGE DOOR OPENER I 20 *12 1,500 (GFI OUTLETS ONLY) NOTE: STUDOR BENTS MAY BE USED IN LIEU OF 211 V.T.R. S1 — — — — — — — — — \ 29 GARAGE DOOR OPENER 1 20 *12 1,500 (GFI OUTLETS ONLY) \ I GFI 30 KITCHEN 1 20 12 1,500 (GFI OUTLETS ONLY) 31 REFRIGERATOR 1 20 *12 I,5(0(0 (GFI OUTLETS ONLY) 33 DISPOSAL 1 20 12 800 (GFI OUTLETS ONLY) I FAN OUTLET /,%� I — — — — — -� 32,34 WELL PUMP 2 20 "12 1,500 35-42 SPACE < D FAN OUTLET W4DI E SINK ( 1 COOKTOP TOTA L LOAD: 44,307 10,000 34,307 - = — � � • 15T 10 KW 6 IOOio 10,000 / ( FAN OUTLET / I\ j I \ / / REMAINDER -8 40% ; 13,123 W/HOOD /\ _ A/C 10,000 100% 10,000 DW �_ — 33,123 4 24�0 = 1400.51 AMPS "L \ I 2(4/0) ALUM. SE CABLE \ ABLE ALUM. SE G \ / I \ i / � I i O � ❑ 2" CONDUIT PANEL 'A' 200 A IP rr 120/240V " 200 AM 42 CIRCUITS - I _ METER MAIN � — — — — — I BREAKER (� �((��� m \ 4 _ 11 _ ' PANEL 111L 0. VENT AIL U THRU WALL 11_l WELL PUMP ++-� I I \ I I FAN OUTLP I I 5$u UNDERGROUND O 1 \ Ta*iK SERVICE v M — / *4 GU GND. THRU GB5 lUL� N AHU IN O BVRIDGE O 5/8" BY 8' U ATTI \ I DI ME DISC c AC or1P. I Cal qp \ 3 RUN DISC. HB O \ I I •TO DOOR BELL I O O ° • 2mm AMP 20 Al \ \ TRANSFORMER / GFI GFI I \ PANEL WP/GF I f f WP/GFI 20 A. 20 A. \ 0 L 0 IS CO 04 L R ISE R. FAN OUTLET/\ ' ° BOLLARD // \\ \ O NTS • / I I O' / • /� - \ LT.a OUT'L r �IN A.A. \ Lu / i \ > L11 / \ Li \ O NO TE LLI I _ GFI DOOR \ \ I HB 1. ALL ELECTRICAL IN THE AREA ® c� DOOROP�R I O CONSUCf ON SHALL 1"I -1 THE R QU I R1„INTS OF THE 2011 NATIONAL ELECTRICAL � CD COIDE Ci I ° FI GFIO 00 00 O / � O O O O oo oo O / 2. ALL GFI RCETACLES TO 5E loaf • TA1„IPR RESISTANT PER NEC 2011, ARTICLE 40(o.12 z \ \ �l I Co LL 0 0 0 0 3. PROVIDE ARC 1=AULT CIfRCUIT 00 00 \ PROTECTION PE:R NEC, 2017 WINSTON-A-RH-MOD _ o ARTICLE 210.12 Date: 06-30-21 4. PROVIDE TA1„IPER RESISTANT Scale: AS SHOWN RECEPTACLES PER NEC 2011 ARTICLE 210.52 Drawn: TS 5. ALL 5AT1-IR001„I' C f RCU I TR�I' TO HAVE scaLE: v� = 1'-m' C�PCI PROTECTION PER NEC 2017 ,ARTICLE 2103 REVISIONS DATE HB ° 11FIN ir e O 0 O Q Q Q OE31Q O 00 00 O ELEC. j / \ METER LJ � � I e � I O Qo O° O° °� °� 0° 0 00 it I O � O SINK o GOOKTOP W/HOOD (V.T.R.) DUl - I I i iL _ - - - II I o _ _ _ _ ° VENT I I I I -- THRU I WALL O I I I D IIELL PUMP I ASHE (NW) I I � tAl*1K 0I O O AHU IN I AC ATTI COMP. NB ° Q O O WH 4-- PANEL Q O BOLLARD 0 0 o � o 0 0 0 0 x ° HB O --- --- w� O � it) )O O O � O I I I I I I I I L O O I I I I I I I i(i) 00 00 O — L ° o O° Z 00I 0 (li � 00 00 LLI — GD °° o 00 , O WINSTON-A-RH-MOD Date: 04-14-21 S c a I e: As SHOWN Drawn: TS L AN. SC,4LE: 1/4" = 1'-0" CAUTION ! ! ! 591811 DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO 311011 12' 4" 161411 THE ENGINEERING DRAWINGS AND BSCI-131 SUMMARY SHEETS. co LO LO Ln LO LO co ti✓,s v U w w w w w c� U ,Z.��' ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING CJ1 - CJ1 � Legend TRUSSES. (ie. SHEATHING, Hatc SHINGLES, ETC.) 00 141211 CJ3 [0 CJ3 00 ALL INTERIOR BEARING WALLS Zo 18' 2" 12' 10" Fb MUST BE IN PLACE PRIOR TO ch LO cfl LO `t Cl) N TOP OF FLAT AT 13'-0" 131.3 11 A■ F ■ FINSTALLING TRUSSES. U U U m m m m m m E02 s N 2 PLY REFER TO FINAL ENGINEERING N16 DROP T/C SHEETS FOR THE FOLLOWING. col L co1 L cod M "\ / / / / N N EJ7 1) NUMBER OF GIRDER PLIES AND / _ _ CJ1 \ \ \ � 5 / / /// / o 0 0 0 o Q Z-4 11NAILING SCHEDULE. QNQ V05 = 1 A . CJ3 $" \ `6' S \ \ / 6" 5"/ // o EJ7 \ \ \ \ IN / / / / a a 2) BEARING BLOCK REQUIREMENTS. J Z o - V06 0 CJ5 N U \ \\ \\ \ // // // �Q EJ7 3) SCAB DETAILS (IF REQUIRED) a� J 12 2 0 07 9'-4 A F F 4) UPLIFT AND GRAVITY REACTIONS. Q EJ7 A. F . EJ6 17' 6 1/2" I\Z�,;�Z N \ \ N P3 / / o 4— \ / Q EJ7 EJ6 O WARNING 5' 10" FZO—. 0" 21011 2' 0" \ \\ \ \N12 / // / / co 14 10 Backcharges Will Not Be Accepted EJ7 Regardless of Fault Without Prior Notification By Customer Within 48 NTQ / Q TRUSS END DETAIL Hours And Investigation By 14 6 - \ \ \ \ / / / EJ7 Builders FirstSource EJ6 N \\ \\ \\\\\ o // / -0.1 2' ,, 2' 0„ 2' .0" 2' 0 2' ' 2' 0" 2' 0" 2' 0" 2' 0" 7' " NO EXCEPTIONS. EJ7 SQUARE CUT OVERHANG 12 The General Contractor Is Responsible EJ61 STEP BY HEF2 5 For All Connections Other Than Truss T 2' = \ \ \ Nb / / / Z. .. to Truss, Gable Shear Wall, And / U EJ7 Permanent Bracing,EJ61 - X \ \\ \ \ \\\\ // . _� � Connections. Temporary Ceiling And \ \ \ N08 / / / M O 11411 HEEL HEIGHT Z EJ7 . \F Roof Diaphragm Connections. EJ61 i� \\ \\ \ \ 1 / // // // © � U +. 11 - _ EJ7 EJ61 W � // ! // // / 12' 8" 0 0.. - 1' 0" TRUSS CONNECTION EJ61 ~ U ~ \\ \\ \ \ / PCI //J// "loll � EJ7 :m Q \\ \\ \ 5 / //N , oLIST o. _ EJ61 EJ7 �\ \\ \\ \ 4 / / / LO _ \ \ \ , � � EJ7 QTY PRODUCT j EJ61 3 \ \\ \ \ \ / // // / a ii STEP BY.•O HER. \ \ \ \ Nod / / / / N M LUS24 1-4' ;2 EJ7 EJ6 0 _ \\ \\ \\ \\ \ / // / / // 14 HTU26 ao 5' 10" c� O ; \ NO2 / El \ \ / / / EJ7 HTU28 EJ6 \ \\ \ \ N04 \5'-0" AT O EJ7 EJ6 \ _MPBTM@ 10'\\ G3 // 9 [BRCN 2 HTU26-2 TOP OF POST 9'-4" EJ6 _ .1l�`(�'r N 22' 0„ 71011 EJ7 HGUS26-2 co O O (9 N N EJ7 EJ6 - .:: o I 1 HGUS28-3 N m m 9 BR HGUS26-3 EJ7 EJ6 0 0 ,o 41 „ $, 6„ Q EJ6 N N N N N N N - J7 :.' U E }- U Lij U 2 PLY �. C01 i _ JL _ JL = LL = JL _JL _1L _ Q — BUILDER: J7 �, „ Digitally signed Q Q E ..6 8 . g y g SYNERGY HOMES 9'-4" CLNG EJ7 Lillian by Lillian CO3 O Gonzalez RES: BUDNIK RES 9'-4" BRGnni N 2' 9„ BTM OF LEDGER GonzaleZ Date: 2021 .07.22 MODEL: WINSTON Coo � @ 9'-4" i i ' " 16:35:49 -04 00 20 7 M :.12'-4' L. G D02 ADDRESS: 8401 INDIAN RIVER DR O C05 N SPEC: N/A D03 N C06 9'-4" CLNG CITY: Fort Pierce o BTM OF LED R N @ 9-4 4„ _ D04 COUNTY: Saint Lucie 0 col - NZ _ DRAWN BY: LR / / o O D05 K01 /\ \ 03 N JOB # : 2765385 0 3� 0119- � b1 0' 9" 1 N 7, „ Ko2 FE\ +8" (� \'� `" Doh HANGER LEGEND DATE: 05/10/21 SCALE: NTS N 9� 5' . G05 00 \ / _ * - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED _ CJ3 cfl \ x \ /\\ C 8, ,� iH�26 CJ24 = G04 Do7 OTHERWISE x - O /� V92 / �p CJ22' 00 rc`i . O �' `'' * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 REVISIONS: / CJ 1 cfl. w ch w . CJ 1 D08 Cl) UNLESS NOTED OTHERWISE 1.05/14/21 CHANGE / D EXPOSURE CJ 1 U 1 �n cn w w w CJ41 N w L01 M LO 00 CJ1 do w D09 L02 cq w = 2. `�} H U26 � � '�' " �� M c 3 °O MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT 3• CJ1 _ w `�� U U w UN CJ4 4. c t _ CJ3 = WIND ASCE7-16 c 1 w J11 1 ENCLOSED This Drawing Must Be Approved And 00 EXPOSURE CATEGORY D Returned Before Fabrication Will 1' 4" co co ti cJ1 OCCUPANCY CATEGORY II Begin. For Your Protection Check All �'� w w ✓� LO WIND LOAD 170 MPH Dimensions And Conditions Prior To w co *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. ilders �.� co w w w w w w -3 � 'y✓s BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH 61311 61411 1' 7" ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL FirstSource NOTES AND DIMENSIONS HAVE 211011 8' 2" 211011 16' 10" 101099 191011 ROOF LOADING FLOOR LOADING BEEN ACCEPTED. 13' 10" TCLL: 20 PSF TCLL: PSF 29' 0" TCDL: 15 PSF TCDL: PSF 7FORT PIECE, FL 3494501 S. KINGS Y 591811 BCDL: 10 PSF BCDL: PSF By Date Ph. (772) - 461 5475 TOTAL: 45 PSF TOTAL: PSF DURATION: 1.25 DURATION: