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REVISIONSI DATE f=LAN I ZDESIGN ClzRITEf;RIA I 5COFE OF XXXX 5EMINOLE DRIVE FT, PIERCE, FL 132 (o= aOO = 000(o= 0002 County 04"A" �LF, Building Department NORTH Wind Design Criteria Wind Design Method Rooping Material Loading in P5F Top Chord Live Top Chord Dyad bottom Chord Live bottom Chord Dyad TOTAL Load Duration factor Wind 5peed Top Chord C.5. bottom Chord CB. Highest Mean Night 5u i Id ing Types Building Category Exposure Category farrier Island Occupancy Type Construction Type Level OF Alteration ST, LUG1E ST, LUClE GOUNfiI' ASCU 1-2010 Main Wind Force Resisting METAL ROOF R.D.L. 20 15 4.2 10 Non -Concurrent 10 3 45 7.2 125 110mph (3 SECOND GU5T5) 5heeting by builder. Sheeting by builder. ENCL05ED II. -Non Restrictive C NO 3 5=5 N/A TO 5UILE) A 1=5T0 � CE35 SINGLE FA ILA 1 E5IDENCE f=f=L�C 5LE CC�DEG P5C; 5UILDING CODE 6T�4 (2011) EDITION OiEDITIC _I)CODE H (2011) EDITIO1 P5C; FLU�15ING CODE ' - NATIONAL ELEC7�IGAL GOpE 2014 EDITION [:)fR UJINGr Al COVER SHEET i CODE INFORMATION 42 FOUNEDATICN/ 5EAM CLAN A3 FL00f;R FLAN A4 �00F CLAN /SfiF�AF= 5CNEIDULE 45 ELEVATIONS ,5I WALL 5ECTION5 / E)ETAL5 EEI ELECTFZCAL PLANT FLUM51NG RISER N O O O O •� C: NO O >.0 O O .� � N 0 ,,......,........ ............ -.�fi''•. ..'o� V z w w W a z A a o N I M U/ " � haw 1 �°0°aa a U Cs Ca LU JAL � U 0 LLI LU z LU x x x x ASTON-LH-A D a t e : 04-06-20 Scale: AS SNOU N Drawn: TS 741 MASONRY TEXTURE OVER CONCRETE BLOCK (3-COATS) 3000 P.S.I. CONC. CURB HEIGHT VARIES W/GARAGE SLOPE 4"-3000 P.S.I. CONC. SLAB FIBER MESH IN CONC, ON 6 MIL VAPOR BARRIER ON COMPACT, POISONED 501L YW 1 III III,,IIIIII_ III `III SEE FOUNDATION PLAN FOR CONC. PAD SIZE AND REINFORCEMENT GAF,AGE CONC- GWR5 DETAIL 58' -0" NTS 2" i 5UNKEN 5NOJER DETAIL A2 5CALE• 3/4" . I'-0" V-2" 5'-2" 4'-loll 2'-4" 4'-loll 10'-9" L I'-4" L 10'-10" I'-4" L 10'-9" I'-4" 21 I/4" X 26 3/4' MA. �F4) (#) (�) BB-1 r r -I cn�(TYFJ r-I8F1-1T8Fi6- T ®8Fi6-1T (#7) I I ®8F16-iT 7 BB-1 I I ®8Fi6-1T (#7) I I 8F16-1B co 8F16- B 8F16-1B I 1 8F16-1B I 1 8F16-1B I I 00 O O O1(i)i O 1EE 00 00 00 = 0 31 3/4" X 63 3/4" MA. cv 0 ----------------------� -----4----------------------------I---------------------I--, I @ _ O F3 I I m I F1 N I m P4 I I P4 I I I I O 8'-oil 21'-10" C 5' - 0 ^fI all I 12'-6" = I — — —------L'-IY/I�� all 911 V-211 V-411 3--211 2'-8Il /_i_/_11 '-&" 3i_y11 /_ -211 3,-1" gl' @ V I N I V J@ L 7 J L L D D 7 V KJ L J - 8RF-1T I 4" m 2O coo �� ill all 1 ° 8RF14-16 / 8F16-1T �1 IZ @ 8F16-16 j O 31 1/2 X 99" M.O. I I —1 o 0 0 0 F3 EQUIP. I O O O �O� O d 8F16-1T (#7 8F16-1B PAD 8Fi6-1T = - O Fl------------ — 8F16-18 8„N -0' -4" I FI ` \ FIN. FLR BB-1 I 31 3/4" X 63 3/4" M.O. 0 N. FLR. 1 - 8RF14-1T (#7) 0 j 1 °Q 4" O 8RF14-11 B(#7) 4�� g 8RF14-1 B Fl 0 0° 00 0 0 0 00 = 18 1/2" X 99" M.O. 118 1/2" X 99" M.O. N @ 5 0 L------------------------------------------------ ----------------- 11/2" 5GD RECE55 `r CONC. SLAB j Fl I I I I 0 1 @ I I � I N I W I N I I I I I I I 0 i e I m I � N O s I I Oo 1 F1 `c% 8F16-1T = I 8F16-1B m 1 0 - I � m 1 e0 I I v 4" CONCRETE SLAB (3000 PSI) UJ/ 8" i 24'-411 (o x (o x 10/10 UJ.UJ.F. OR FIBRE MESH OVER@ ,1 6 MIL POLYETHYLENE VAPOR BARRIER 1 OVER CLEAN, POISONED FOR TERMITES, COMPACTED (TO 2500 P5F OR 95% DEN51TY) FILL. Q i Fl I I m I T I 1 FIN. FLR. I I I O i 4 X 4 SYP " 2 WOOD POST ATTACHED TO SLAB W/ 1 SIM SON HD35, 2-5/8" O j THRU BOLTS TO POST AND 1-5/8' DIA. x 8" WEDGE ANCHOR C^ 8F16-1T x 1 INT FOUNDATION = I O U HEADER (SEE 8F16-16 1 F2 `� DTL 5/51) - 1 I 0 I --- ---- - @ 1 I I 4 , I �^------------ ------------------------------ I WH O I N TE: ATTACH BEARING WALL BEARING WALL TO CBS WALL W/2 X 4 P.T.,1/4" DIA. CHASE T PCON 8' O.C. STAGGERED I 1 Fi v _ UNDER PAD (' MIN EMBED) 1 1 F2 _______ ____ _- __ -i 6'-5" 15'-1" BOLLARD -------� I 1221-011 18 1/2" X 99" MA. I I I I I I 0 4" I I O I I 1 1 -0'-4° 1 1 F1 1 I N 5 O BB-2 4",„r; A2 8 i FINPA . FLR. L----------------- — — — — 1 r Pa 8F40-1B I 1 2 1 i 53 1/8" X 63 3/4" M.O. J PI)Tn 8" 2" 1 -(O'' 1 F3 Fl A2 o I @ 1 0 0 0 000 FIN. FLR. 1 O I I 0II 10' " AFF 8F24-1T 10'-0" AFF 1 F1 0 9'- " AFF 8F24-1 B II'-4" AFF "' 0 0 0 O FI I_ O HB M (SE 4/5I) FBB-1 (SEE /SU 1 9'-4" I I w -5" 4'-6" 3 -3" all Oil 6'_8ll &11 11'-4" FF I O 1 1 1 (SEE 4/ 1) F1 I cu _ O 1 F3 cu I - '� � N Fi I = nPP111) 8F32-iT F3 1 'r 08F32-1B 8F32-1T F32-1B r—--r r-- —r 8F16-1T Cj I F3 1 ® 81`16-1B I 1 - ______ -- -- - O- e = I'-5" 5'-0" I_I__ O I tt 1 ' 00 00 ' 'n x l 1/2" GARAGE DOOR I - e e e e I- `^ 8F16-1TO - 1 Fl RECESS _ SF32-1T BB-1 8F16-1B _ 1 r — — — — O 8F32-1B— L-------------------------------------------- F4 iL 01 F4 Q Q BB-2] 00 00 - 00 00 O 8F20-18 (#7) 16'-0" 23'-4" II'-2" V-4" 14'-2" FOUNDATION 4 BEAM PLAN- 5C:ALE= 1/4" = 1'-0" u� u HB SAFE GRAVITY LOADS FOR 8' PRECAST w/ 2' RECESS DOUR U-LINTELS SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C�CRrn SAFE LOAD -POUNDS PER LINEAR FOOT LATERAL 4^wr 4m,r SAFE LOAD - POUNDS PER LINEAR FOOT LATERAL TYPE LENGTH 8RU6 8RF6-OB 8RF10-OB 8RF14-OB 8RU6 8RF6 RC M U TYPE LENGTH SUS 8F8-OB 8F12-0B 8F16-0B 8F20-0B 8F24-OB 8F28-OB 8F32-OB SUS 8F8 REIN *. CMU 8RF6-1B 8RF10-1B 8RF14-16 8F8-1B 8F12-1B 8F16-16 8F20-iB 8F24-i8 8F28-1B 8F32-1B ® 4'-6" (54") PRECAST 1494 1596 3063 2992 694 509 693 674 1073 363 lO 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 1025 1024 1598 1756 3699 5206 3069 4605 6113 7547 8974 10394 11809 O9 7'-6" (90") PRECAST 669 755 1490 2459 O 4'-6" 54' PRECAST () 1599 1969 2110 2931 3753 4576 5400 6224 592 591 1073 755 1490 2459 2189 4375 6113 7547 (7) 8672 10294 11809 SAFE UPLIFT LOADS FOR 8' PRECAST w/ 2' RECESS DOOR U-LINTELS 5'-10" (70") PRECAST 1062 1105 1 1173 1631 2090 2549 1 3009 3470 340 339 616 1451 1 2622 4360 7168 (45) 6036(1s) 7181(is) 8328 (20) Ci�st-Ci4rn SAFE LOAD - POUNDS PER LINEAR FDU1 ® 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 507 721 490 1238 2177 3480 5381 8360 1039437) 8825(14) TYPE LENGTH 8RF6-1T 8RF6-2T 8RF10-1T 8RF10-2T8RF14-2T 8RF14-1T 0 7-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 424 534 363 1011 1729 2661 3898 5681 8467(44) 6472(15) ® 4'-6" (54") PRECAST 867 1604 2272 ® 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 244 402 137 867 1604 2272 540 873 1254 1684 2193 2805 3552 O9 7'-6" (90") PRECAST 506 742(1s) 1364(,) O 17'-4"(208") PRESTRESSED N.R. NR NR NR NR NR NR NR N.R. 194 64 506 898 1364 300 548 950 1 1326 1 1609 1 1849 2047 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4ftwrl-449411111" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 81`8-iT 8F12-1T 8F16-iT 81`20-iT 8F24-1T 8F28-1T 8F32-1T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T O 3'-6" (42") PRECAST 1569 2655 3524 4394 5263 6132 7001 1569 2655 3524 4394 5263 6132 7001 O 4'-6" (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 1207 2040 2707 1 3375 4043 4711 5379 3O 5'-10" (70") PRECAST 909 1 1567(18) 208013 2593 s 3107 (8) 3620 4 4133 929 1567 2080 2593 3107 3620 4133 ® 6'-6" (78") PRECAST 835 (12) 1407(28) 1868(21) 2329 18 2790(18) 3251(14) 3712 835 1407 1868 2329 2790 3251 3712 O5 7'-6" (90") PRECAST 727 (23) 1065(26) 1624(31) 2025(28) 2426(28) 2827(25) 3228 727 1224 1624 2025 2426 2827 3228 ® 12'-0" (144") PRECAST 470 s 458 23 724 31 938 32 1153 32 1369 32 1585 470 550 1 940 18 1302 15 1560(13) 1818(11) 2075 O17'-4" (208") PRESTRESSED 187 263 1s 405 zs 521 z 638 z 756 27 873 192 306 506 (e) 740 (1s) 1005(20 1271(31)1 1473 ALL LINTEL AND BOND BEAM REBAR TO BE 15, UNLE55 OTHERWI5E NOTED. NOTE: LOTT'5 CONCRETE LINTELS MAY BE SUBSTITUTED FOR GABTGRETE LINTELS AS LONr-3 AS THE LINTELS MEET THE GIRAVITY AND UPLIFT5 LOADS. BB-1 BB-2 8RF14-1B/1T 8F16-1B/1T 8F24-1B/1T 5E,411 fi T f=E S ALL LINTEL AND BOND BEAM REBAR TO BE'5, UNLE55 OTHERWI5E NOTED. REVISIONSI DATE I v N O O O •� � O O a= 4J N 4-1 ro o J C a;2y, U-o:z n �Ea= (H V z i� a �WJ A f-I P-4 CH N N N M W aa � W� W4 N#H U 0 ZU N C7 W �U�o��� 010 a a1 I-� U G ' F fR \ L N O T 5^ C ON C R T CONCRETE SHALL BE NORMAL WEIGHT CONCRETE EXCEPT UNLESS NOTED OTHERWISE. ALL CONCRETE SHALL HAVE --A A MINIMUM COMPRESSIVE STRENGTH AT 20 DAPS CURED FROM DATE OF POUR AS FOLLOWS: FOUNDATIONS ................................ 2,500 PSI SLABS -ON -GRADE :........................ 3,000 PSI BEAMS 4 COLUMNS ....................... 3,000 PSI LINTELS/ALL OTHER CONCRETE... 3,000 PSI flu cm ALL REINFORCING STEEL SHALL 5E DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM AT A165 AND SHALL BE LAPPED ONE FULL MESH PANEL --A PLUS 2 INCHES AT SIDES AND ENDSt AND WIRED TOGETHER. LU _ CALCUIM CHLORIDE SHALL NOT 5E ALLOWED AS AN ADMIXTURE_ 0 1J_l 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 5E AS FOLLOWS: --1 SLA55 ON VAPOR BARRIER .............. 3" U BEAMS AND COLUMNS ......................... 1-1/211 FORMED CONCRETE BELOW GRADE ... 2" CD L" Ca UNIFORM CONCRETE BELOW GRADE ... 3" C-D ALL CONCRETE FLAT WORK TO TERMITE TREATED O 8F16-1T LINTEL8F16-1 B EDS f G LOAID5 BEARING: 30 psf LIVE LOAD (200 psf TOP CHORE)) 10 psf DEAD LOAD (100 psf BOTTOM CHORD) r UPLIFT: 2(o psf MINUS DEAD WEIGHT OF BEAM (120 PLF) � I. ALL LINTELS ARE SFI(o-IB/IT EXCEPT AS SHOWN. RECESSED LINTELS MAY 5E USED FOR SPANS < e'-O" (9'-8" MAX. LINTEL LENGTH). 2. ALL LOADS ARE: P.L.F. 3. ALL VALUES BASED ON MINIMUM 4 INCH BEARING. 4. LINTEL DEPTH MAY BE INCREASED AS NEEDED TO FIT OPENING, NO ADDITIONAL REINF. REQ'D. 1LJL Lu PRE -CAST LINTEL z z C0 SCHEDULE =3 ib 0/ e 4"x 4" WOOD POST , Sl P 2 El 0 I(o 'xl(o" GROUTED CELL W/4-*5 VERT. X oo z x Oo S"x0" GROUTED CELL W/1-05 VERT. X `v �O 8"x16"x45° GROUTED CELL W/205 MIN. VERT. S"xl(o" GROUTED CELL W/2-#5 VERT. ASTON-LH-A N T I N �LEDate: 04-06-20 MARK 51ZE (W X L) THICKNE55 (T) REINFORCEMENT REMARKS Scale: As sHoWN BOTTOM 5AR5 TOP BARS FI 1'-6" CONT, 16" 2-05 CONT, 1-15 CONT, MONOLITHIC D ra w n : TS F2 1'-611 CONT, 16" 2-05 CONT. ----- BEARING WALL F3 1'-0" X CONT. 12" 1-05 CONT. --- THICKENED EDGE COLUMN PAD 2 F4 3'-0" X 3'-0" 12"15 REBAR 6" O.G. EACH WAY TOP AT 16" BELOW FIN. FILE, REVISIONS DATE P.T. 2X6 5UCK ATTACHED WITH 6_811 3/8"x3"61LEEVE ANCHOR BOLTS (1-1/2"EM5ED) ON IZ" CENTERS a (2,000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. •o a •o a • 16" MAX. � OR 1/4"x3" TAPCON SCREWS (1-1/2" EMBED) ON 14" CENTERS . . o• e ° a• e ° a INSULATION 8" CBS WALL � p Iroll MAX. (2,000 P51 MIN. CONCRETE) OR 8" CENTERS (C-90 BLOCK). I- MIN. O.D. WASHERS REQUIRED WITH TAPCON5. °•' a °•' a I/2" DRYWALL ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A MIN. I'X31I o O FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. P.T. BUCK W PX4" PT. WRAP 1611 MA FINISH BACK � OF DRYWALL 3/16"x 11/4" TAPCONS DRYER VENT 21" MAX. 1/4" $HI FILL ALL HOLES 5/5" DRYWALL o o RECESS o 111111011 PER MANUF. SPECS 1 1/4" % SCREWTTACHED S 12" O.C. FIETRUSS LTH D 8" O.C. BUTT JOINTS CONT. 25 GAUGE METAL TRACK WINDOW TOP AND BOTTOM W/ 1/2" DRYWALL BOTH SIDES (1) M 10 SMS a 2411 O.G. NOTE. DRYS VENT O.N. DOOR e • e • • G WALL ATTACHED WITH 1 1/411 % SCREWS, 1211 O.G. FIELD 25 GAUGE CHANNEL SHAPED METAL PRIOR TO BUCK INSTALLATION I RECE: S a ° ° o'° > 8" O.C. BUTT JOINTS STUDS 24" O.C. APPLY A WATER RESITANT COATING N a•� o,e o•e (PER FBC RESIDENTIAL R-1m3.8) -0 O 0 SIDE VIEW FRONT VIEW 1-#5 VERTICAL (TYP.) DIE o .°ao .°ao .° BOTTOM TRACK ATTACHED TO SLAB WITH EXTERIOR DOOR BUCI DET1 IL _O � N - HILT) PINS .145" DIA. X I" LONG - •N D I �l I If D I L= NOTE: WOOD BASE d TRIM gl6" O.G. FINISHED FLOORS O N M SCALE: N.T.S. N.T.S. PRIOR TO BUCK INSTALLATION I. 2x�o P.T. ON SIDES OF MASONRY OPEENING - N � 2'-m" O.N. DOOR APPLY A WATER F2ESITANT COATING 2. FASTEN SIDES THRU JAMB 4 2x6 WITH ate-+ Qj � •� N (PER FBC RESIDENTIAL R-103.8) 1/4" x 4 1/2" TAPCONS, 6" FROM THE TOP •- 4-/ , , - 4 BOTTOM 4 16" O.G. BEETWEEEEN. A SINGLE: � J � DTL a CA GARAGE DOOR BUCK 2 TYP. UJINDOUJ 5UC; D T,4IL= TYP. NON=BEARING WALL DETAIL ROW OF FASTENERS IS ALL THAT IS � 1 3 REQUIRED. ,43 SCALE: N.T.S. ,d3 5CALE: N.T.S. ,A3 SCALE: N.T.S. 3. FILLED CELLS ON BOTH SIDES OF ............ OPENINGS ONLY ONE SIDE REQUIRES , �ti• .. �. I S VERT. NP a :2y '�I '� I GI VAL I VOTE U _=0:z n _u'•U 58'-m" j .. 1"I ' ''nn to p�0 01, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WHICH WILL EFFECT O 3'-5" 12'-3" 6'-m" Im'-9" I'-4" Im'-Im" I'-4" Im'-9" I'-4" THE INSTALLATION OF ALL NEW WORK. IF D15CREPANCIE5 ARE DISCOVERED, Z 8 =)EGRESS) HB 9 OBSC/TEMP. `n N ITYPJ DESIGNER MUST BE NOTIFIED BEFORE PROCEEDING WITH ANY MODIFICATION TO H THE APPROVED DOCUMENTS. O O O O OO - - - - - - - 00 - - - - - - - 00 - - 00 02, ALL CONSTRUCTION SHALL COMPLY WITH ALL STATE, COUNTY, AND LOCAL CODES W OO - SHwR_ = LINEN MASONRY BEAM (TYP) AND APPLICABLE AMENDMENTS ( LATEST EDITION TEMP.GLS. NCL. NICHE W00OR(LESS) 03, THE CONTRACTOR 15 RESPONSIBLE FOR THE ADEQUATE 5RACING OF ALL STRUCTURAL '� A _ BEDROOM 3 4" �� O �„ 21'-1m" AND NON5TRUCTURAL COMPONENTS DURING CONSTRUCTION. a o 1U V-4"CLG. ` '8" ' 04. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER WHAT N N 8" 2" 12'-0" 411 5 - 2'-81. 2'- 2'-1111 Y-2" 5'-II" 14'-1" 1'-411 _ = DRAWINGS MAY SCALE OR IF WRITTEN DIMENSIONS DO NOT EXIST, WHICH ARE W Z a 4 Im WIN 4/! 11 �' PORCH a NECESSARY FOR CONSTRUCTION, THE CONTRACTOR MUST CONTACT THE DESIGNER W N H ° O j N - T� OBSC/TEMP. _ TEMP. �„ I �� O O OHO TO OBTAIN SAME. Z s LAv 4" CLG. 12 ? s UCCO O5. INFORMATION FOR THE BASIC LAYOUT OF THIS DRAWING WAS BASED ON EXISTING OR U U O Z w AC 5 zV , M FIELD DIMENSIONS ( F. D. ). CONTRACTOR MUST VERIFY IN FIELD ( V. I. F.) N W ►� COMP. - NOOK 14 0 ACTUAL CONDITIONS AS DISCOVERED AND OBSERVED AND NOTIFY DESIGNER OF U 4 z 0 LAv 10'-0" CLG, O 13 (EGRESS) ANY D I SCRE PANC I E 5. � Iy, U N O „ _ TEMP / 4„ N O ° ° O ° O O 00 + 0�• THE CONTRACTOR /OWNER ( IF OWNER BUILDER ), IS SOLELY RESPONSIBLE- FOR * d O x R _ _ e I THE MEANS AND METHODS OF CONSTRUCTION, AND THE SAFETY OF CONSTRUCTION a a I I U 5'-m" _ cfJ cv HALLI 1m'-8" A3 WORKERS. CONC.SLA6 - ° 01. ALL WORG SHALL BE PREFORMED BY CONTRACTORS P055E5, VALID CERTfFICATES T 8'-5" - 41I 288m 9'-4" cLG. m ; ; _ (TYP.) _ - - - II ? - I I OF COMPETENCY AND OCCUPATIONAL L ICENSE5, RECOGNIZED AND ACCEPTED 5Y - O �, 13'-6" 4" 14' _0" 2" 8" THE LOCAL GOVERNMENT HAVING JURISDICTION, OR BY OWNER. '-4" 3'-411 11-m° 08. TO THE BEST OF MY 1GNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED zasm W//LLOVEN 3 HEREWITH COMPLY WITH ALL EXISTING INTERPRETATIONS AND PROVISIONS OF THE ° A3 APPLICABLE BUILDING CODES AT THE TIME OF THE PLANS PREPARATION. NO FRAME T I I (TYP.) MA5TER BEDROOM I WARRANTY EITHEi4' EXPRE55ED OR IMPLIED 15 HEREWITH GIVEN. > ° 0 FACE TRUSS - �i i COWi1WEEWALL BELOW 9'-4" TO 10'-0" - 12'-m" � TO CREATE SOFFIT li 09. CONTRACTOR / OWNER SHALL VERIFY ALL DIMENSIONS RELATED TO ANY PART ca I I COFFERCLG. OVER CABINETS DW RAT ROOM OF CONSTRUCTION PRIOR TO BEGINNING WORK OR ORDERING FABRICATED MATERIALS O @ GOOK OP IN REQUIRED FOR CONSTRUCTION.(EGRESS) � - (2) 2680 IAHU IN (3) DRAINS) Im'-m" CLG. BEDROOM 2 ATTIC O - = no-0 10, ENGINEER' 5 SEAL I5 FOR APPROVAL OF STRUCTURAL DESIGN ONLY.WELL P O O �ARM�SNKi 2'-m" 15'-6" �L"I 9'-4" CLG. KITC EN I I - 11, ALL GLASS IN HAZARDOUS LOCATIONS TO COMPLY WITH 2O1i FBC RESIDENTIAL R308.4 m rN�ic T �I STORAGE DW l USSES IN ATTIC , , - - O 4 12. WALL AND CEILING FINI5HE5 SHALL HAVE A FLAME -SPREAD GLA551FICATION OF NOT GREATER THAN 200, (R315.0 - - puLL_RASH �i i 5'-m" 31.4 5 -m" ouTII I 1 13. WALL AND CEILING FIN15HE5 SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. (R315.2) _ 0 F N S1 (TYP.) 14, ALL TERMITE PROTECTION 5HOULD COMPLY WITH R320 , PROP05ED HOU5E IN VERY HEAVY TERMITE AREA. cq �Q I - SINE 15. ALL LUMBER USED SHOULD HAVE QUALITY MARK5 PER R319.2 AND R320.1.1 = I� Q� I ANTRY WI 1(o. TILE TO BE INSTALLED OVER FIBER -CEMENT OR GLA55 MAT GYP5UM BACKER5. (R702.4.1 AND R702.4.2J. x�n ° `" V-4' CLG. I �� I 9-4 G. M IN SHOWER SURROUND AREAS. 1T- WEATHERING 15 NEGL IGABLE. cue W sH R 'UTILITY = L _ _ 26sm WIG 10, GYP5UM BOARD COMPL IE5 WITH FBC 102.3 _ � c` DRYER 2880 A1I ti_m�� 411 31_411 �4`5_ml Y 7 V DRYER NICHE 7 2'-8'I 2i_pll (SEE DTL) Tn J Tl ST, LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL REVIEW AFFIDAVIT TVENTHRU �OHALL i M 9'-4" CLG. - OPENING SCHEDULE: 5WING DOOR5, OVERHEAD DOORS, 5LIDING DOORS, FIXED GLA55, WINDOW5, 4 51GYLIGHT5: WALL 1 - 2-0" 3 'I `� HB BRG. WALL W/ DINING 2880 SOLID WH a� j j � M I 0 ° R-13 INSULATION CORE l20 MIN 101-m" CLG. FOYER I 1 288 OPENING PRODUCT MODEL SIZE MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT APPROVAL U-FACTOR W BUILDING DESIGN PRODUCT DESIGN CHASE22 UNDER PA (SPRAY FOAM TYP.) � -„- ,� - � FIRE RATED) - Im'-m" CLG. I I M X 54 co I ATTIC ACCESS I SELF-CL081NG I N ID DESCRIPTION TYPE, SIZE, SPACING, & EMBEDMENT NUMBER PRESSURE PRESSURE TEMP. 1 H 32 SINGLE HUNG 8100 PVC (IMPACT) 26 1/2" X 26" CUSTOM WINDOW SYSTEMS 5/16" LAMI 3/16" x 1 1/4 " TAPCONS , FILL ALL HOLES FL16177.1 0.30 0.21 +37.80/-41.00 +70.0 / -70.0 __ ____ W/PD STAIRS I O - - - - - J BOLLARD �� a� II e� `� 2 5020 FIXED GLASS PW 8300 PVC (IMPACT 60" x 24" CUSTOM WINDOW SYSTEMS 5/16" LAMI 3/16" x 1 1/4 " TAPCONS , FILL ALL HOLES FL13010.4 0.30 0.21 +37.80/-41.00 +75.0 / -75.0 ELEC. CV LINEN 1 LAv 3 EXTERIOR DOORS GLAZED FIBERGLASS 2 36" X 98" THERMATRU 5/16" LAMI 1/4" x 3 1/4 " TAPCONS 6" FROM EDGES, 12" O.0 FIELD FL 20468.12 0.26 0.15 +35.96 -39.16 +50.0 -50.0 4 35 SINGLE HUNG 8100 PVC (IMPACT) 54"n X 63"" CUSTOM WINDOW SYSTEMS 5/16" LAMI 3/16" x 1 1/4 " TAPCONS FILL ALL HOLES FL16177.1 0.31 0.19 +36.55/-48.11 +70.0 / -70.0 O , 5 EXTERIOR DOOR METAL 192 X 96 CLOPAY N/A SEE DETAIL 1 A3 FL 16546.E n a n a +31.86/ -38.14 +36.0 / -42.0 200 PANEL ° ° 4 ,,,, M. BATH `' _DRW - - - - " 0.14 0.01 - r - NICHES 9'-4" TO lm'-4" � 11 0 - 5A EXTERIOR DOOR OPAQUE FIBERGLASS 36" X 98" THERMATRU 5/16" LAMI 1/4" x 3 1/4 TAPCONS 6" FROM EDGES, 12" O.0 FIELD FL 20468.5 +35.96/ -39.16 +50.0 / -50.0 6 23 SINGLE HUNG 8100 PVC (IMPACT) 38" X 38" CUSTOM WINDOW SYSTEMS 5/16" LAMI 3/16" x 1 1/4 " TAPCONS , FILL ALL HOLES FL16177.1 0.31 0.19 +36.55/-48.11 +70.0 / -70.0 a = 4COFFER CLG. T pRWS -GARAGE 2 � TEMP. I. .�� �I------- " FL16177.1 9'-4" CLG. A3 3' 4 101-m 7 25 SINGLE HUNG 8100 PVC IMPACT 38" X 63" CUSTOM WINDOW SYSTEMS 5/16" LAMI 3/16" x 1 1/4 TAPCONS , FILL ALL HOLES 0.31 0.19 +36.55 -48.11 +70.0 -70.0 8 25 SINGLE HUNG 8100 PVC (IMPACT) 38" X 63" CUSTOM WINDOW SYSTEMS 5/16" LAMI 3/16" x 1 1/4 " TAPCONS , FILL ALL HOLES FL16177.1 0.31 0.19 +36.55/-48.11 +70.0 / -70.0 O @ TEMP.GLS.ENCL. 0 Q Q Q W/p00R (FRAMELESS) J LAY O 9 H 32 SINGLE HUNG 8100 PVC (IMPACT) 26 1/2" X 26" CUSTOM WINDOW SYSTEMS 5/16" LAMI 3/16" x 1 1/4 " TAPCONS , FILL ALL HOLES FL16177.1 0.30 0.21 +37.80/-41.00 +70.0 / -70.0 _ SHWR O ANT Y Hi) TA�TI 1L" 10 EXTERIOR DOOR GLAZED FIBERGLASS 30" X 98" THERMATRU 5/16" LAMI 1/4" x 3 1/4 " TAPCONS 6" FROM EDGES, 12" O.0 FIELD FL 20468.10 0.26 0.15 +35.96/ -39.16 +50.0 / -50.0 " AFF Im'-m" AFF @ : 11 25 SINGLE HUNG 8100 PVC IMPACT n n 38 X 63 CUSTOM WINDOW SYSTEMS n 5 16 LAM) n n 3 16 x 1 1/4 TAPCONS ,FILL ALL HOLES FL16177.1 0.31 0.19 +36.11 -39.42 +70.0 -70.0 HB g'_ n AFF W-4" AFF �+ W-4" LG. 0 0 0 O O o 0 0 (SE 4/51) (SEE /SU „ 9 -4 AFF = 1cSEEla/lu fF TUB 11-ILJI �[ �_I r �` JLU 12 25 SINGLE HUNG 8100 PVC IMPACT 38" X 63" CUSTOM WINDOW SYSTEMS 5/16" LAMI 3/16" x 1 1/4 " TAPCONS , FILL ALL HOLES FL16177.1 0.31 0.19 +36.11 -39.42 +70.0 -70.0 8 l l „ „ „ � 22 -m 8 5 -8 5 -6 8 8 3 -4 3 -4 8 8 3 -2 8 2 6'-2 8 3 -2 � 4 _ co 13 O EXTERIOR DOOR GLAZED FIBERGLASS 2 36" X 98" () THERMATRU 5 i6" LAM) / 1 4 x 3 1 4 " TAPCONS 6" FROM EDGES 12" O1 FIELD /" / FL 20468.12 0.2E 0.15 +35.96 39.1E / +50.0 50.0 / 1 -1.0 _ u 14 SLIDING GLASS DOOR SGD 770 (IMPACT) 72" X 98" PGT INDUSTRIES 5/16" LAMI 3/16" x 1 1/4 " TAPCONS , FILL ALL HOLES 19-1126.03 0.26 0.15 +35.96/ -39.16 +60.0 -60.0 00 00 X - PRODUCT MODEL # MANUFACTURER ATTACHMENT METHOD TYPE SIZE SPACING EMBEDMENT & STIFFENER ETC. PRODUCT APPROVAL NUMBER BUILDING DESIGN PRESSURE PRODUCT DESIGN PRESSURE O I MASONRY BEAM (TYP) I 2O 055C./TEMP. Z X �[ X 5A Qr O O _ _ _ _ _ _ _ _ - O O � -' � � � � MULLIONS N/A / ROOF 5-V CRIMP GULF COAST SUPPLY 9-15 X 1.5" HWH WITH SEALING WASHER MIN 1/4 PENETRATION FL11651.12 R3 ASTON-LH-A SIDING STUCCO RINKER (3) LAYERS STUCCO APPLIED TO MASONRY WALL SOFFIT STUCCO RINKER (3) LAYERS STUCCO APPLIED TO HIGH RIBBED METAL LATH NAILED TO TRUSS TAILS WITH 1 3/4" GUN NAIL OR STAPLE Date: 04-06-20 � 0 ©0 HURRICANE PANELS N/A 6' SPAN OR MORE Scale : As sHou�N 1 O5 INSULATED WALL LEGEND AREA CALCULATIONS A3 (TYP.) 16'-m" 3'-8" I'-4" 6'-8"1. 1'-4" 3'-2" 1'-Im" 3'-2" 23'-4" IP-2" V-411 14'-2" D ra w n : TS 8" CONC, BLOCK 9 9'-4" AFF LIVING 215E 5F (21,133 CUBIC VOLUME) 4 INT. BEARING PARTITION W/ R-13 INSULATION GARAGE 41(o 5F PLOOR P L A N1 8" CONC. BLOCK 6104" AFF (SPRAY FOAM) 4" OR 6" INT. PARTITION FULL HEIGHT PORCH 312 5F ENTRY 93 5F SCALE: 1 /4• 11 = 1 ' - 011 8" CONC, BLOCK 9 11'-4" AFF TOTAL 3099 5F CCNNECTC� 5CHEDULE REVISIONSI DATEI O u=60, BOTH El U BOT l :JJ/ I;.Iyw m X1 L %J1 Y GI V I I I VL I�G�7(tA l I�GL/ (2 VENTS PROVIDED) SCALE: 1/41I - 1 =011 TRUSS/ UPLIFT C ONNECTOR/DEVIL CONNECTOR ALLOWABLE NAILS-QTY. 4 SIZE PER REMARKS / MEMBER FORCE O LOAD VALUES CONNECTION (10d NAILS PRODUCT MARK/ID N ARE 1 1/2" LONG FOR APPROVAL N SINGLE MEMBER TRUSS E UPLIFT LATERAL LATERAL C LOAD LOAD TAPCONS - QTY 8 SIZE T PARALLEL PERPEND PER CONNECTION O TO BEAM TO BEAM R BOLTS - QTY 4 SIZE F1 F2 PER CONNECTION TYPICAL 1 O SIMPSON META 20 I -PLY TRUSS 1810# 3400 1100 S- 0.148 X 1 1/2" NAILS TRUSS UP TO TO 1810# FL-114�3 MASONRY IA 1,S1m# 3400 1100 8- 0.162 X 3 1/2" NAILS HETA 20SON META 20 TRUSS TRUSS GIRDER TO WALL UP TO 2 SIMP50N LGT 2 20300 1000 1100 16 - 0.148 X 3 1/4" NAILS FL-114�0 (MASONRY) 2030# 1- 1/4" X 2 1/4" TITEN TRUSS TO BEAM UPO 3 SIMPSON H10A 1040# 565# 2850 18 - 0,148 X 1 1/2" FL -10446 (WOOD) 14 -0.148 X 3 1/4" NAILS TO STUDS TRUSS TO BEAM UP TO 4 SIMPSON LGT 2 18850 700# 1�0# 16 -0.148 X 3 1/4" NAILS TO GIRDER FL-11410 (WOOD) 18850 ADD 2 X 4 SCAB 12" LONG TO I PLY TRUSS- 8 -16d NAILS TRUSS TO BEAM UP TO O SIMPSON LGT3-SDS2.5 3285# ---- ---- 4 -3/8" X 5" TITEN HD FL-11410 (MASONRY) 3685# 12 SDS 1/4 X 2 1/2" TO GIRDER NOTE: ALL TfRUSS TO TRU66 CONNECTIONS EY"r TIRU65 I ANUP. 12 1'-0// 3 I O2 13 � 0 � I ��--� 2 I O i O \ RIDGE O / 0 2 i 0 \ ---------- - 3 1 O2 1 3 TYPICAL: I I 5/8" CDX PLYWOOD DECKING NAILED TO TRUSSES w/8d RING SHANK NAILS, AS PER ZONES. ZONES O &O : 8d RING SHANK NAILS @ 6"o.c. THROUGHOUT. ZONE O: 8d RING SHANK NAILS @ 4"o.c. AT EDGES. 8d RING SHANK NAILS 0 6"o.c. AT INTERMEDIATES. T�f I CAL= ENID IDTA I L R-20 ICYNENE 'CLASSIC MAX' INSULATION Wl 'NO BURN PLUS' INTUMESCENT IC%NITION BARRIER, FLAME SPREAD INDEX OF 25 OR LESS AND A SMOKE -DEVELOPED INDEX OF 450 OR LESS COMPLYINCs WITH FBC (oTH EDITION (2011) RESIDENTIAL CODE, SECTION R31(o AND TESTED PER ASTM E84 AND UL 123, 7 II II LTOP CHORD OF TRUSS II II~ INSULATION BAFFLE ATTACHED BETWEEN TRUSSES II OR BUILDING II i UIRAP STAPLED TO FACE, TOP, II AND BOTTOM CHORD OF TRUSSES i LIVING SPACE SIDE II �' II NON -LIVING SPACE SIDE Ii85" )TH ENDS II III BOTTOM CHORD OF TRUSS 598" )TH ENDS 3 THERMAL 5EFARATION [DETAIL OOF NAILING ZONE 6 SIMPSON HMSrT W/ (4)1/4" DIA. X 1 1/2" SIDS SCREWS TO NTO TRUSS AND (5) 1/4" DIA. X 2 1/4" TITEN SCREWS INTO BEAM BOND BEAM -0 � O O C: O O •� C C)CD o O C Lu 4-1 A � _ o z' > ............pro,,. z � W W W a z A � (H a o v c N N M z W aaC� W� a�w NCH U O�U �U �ZWH 0 �xa¢ ,� x U 0 0,04 � a w U 11 II II ISOLATE TRUSS FROM CONCRETE W/ A GALV. METAL PAN OF A SINGLE LAYER OF 030 FELT. SIMPSON HTSMI6 STRAP W/ (4) 1/4' DIA. 2 Ya' TITEN SOWS INTO BEAM AND (8) 10d x 1-1/2' NAILS INTO TRUSS. SIDE VIEW AT MAN SPAN TRUSSES WITH BOTH HMIJKT CLIP AND 14781-116 UPLIFT. IWO LBS PI 1W LBS F2 = 2W LBS AT JACK TRUSSES JJU USE HMIJKT T7 UPLIFT- 805 LBS PI • 610 LBS OUTSIDE FACE INSIDE FACE F2 = 200 LBS J 155 [D ANCHC [DETAIL GENERAL NOTE,5: ROOF TU65E5 I. ROOF LAYOUTS PROVIDED ON THESE PLANS HAVE BEEN USED FOR STRUCTURAL AND ARCHITECTURAL DESIGN. TRUSS MANUFACTURER IS RESPONSIBLE FOR THE FINAL TRUSS LAYOUT, SPANS, AND ALL TRUSS/HEADER ENGINEERING. CHANGES TO THIS LAYOUT THAT AFFECT STRUCTURAL OR ARCHITECTURAL DESIGNS AS SHOWN ON THIS PLAN SHALL BE PROVIDED TO AND APPROVED BY THE DESIGNER AND/OR ENGINEER PRIOR TO THE FABRICATION OF TRUSSES. 2. WOOD TRUSSES SHALL BE FABRICATED BY A LICENSED WOOD TRUSS FABRICATOR TRUSSES SHALL BE FURNISHED IN ACCORDANCE WITH DESIGNS PREPARED BY AND SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER TRUSS DESIGN SHALL FOLLOW THE SPECIFICATIONS AS OUTLINED BY THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER," AND ITS FASTENINGS BY AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVISION), AND "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES," BY THE TRUSS PLATE INSTITUTE. WALL kT. LEGEND 3. THE DESIGN AND SHOP DRAWINGS, AS WELL AS THE FABRICATION OF WOOD TRUSSES, WILL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE ENGINEER AT ALL TIMES. 4. THE HANDLING AND ERECTION OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS NOTED ON THE TRUSS BE 1 O ' — O " A F F MANUFACTURER'S SHOP DRAWINGS. 5. ALL ENGINEERED HEADERS AND METAL CONNECTORS BETWEEN MATERIALS SPECIFIED BY THE TRUSS MANUFACTURER SHALL BE SUPPLIED =11 ' — 4 " A, F, F BY THE TRUSS MANUFACTURER. (o. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS ON THE TRUSS LAYOUT Q r — 4 rr A I F, F AND TRUSS ENGINEERING BEFORE THE START OF TRUSS MANUFACTURING. 7 TALL UPLIFTS CALCULATED BY TRUSS COMPANY HAVE BEEN REVIEWED AND APPROVED SEE TRUSS MANUFACTURER'S SHOP DRAWINGS. Cf) ® JLL L 1u w X LL1 � X OL z X -<I: X 1LI� ASTON-LH-A Date: 04-06-20 Scale: AS SHOUN Drawn: TS 12 ST. LUCIE COUNTY 5UILDIN DEFART�IENT PRODUCT APPROVAL REVIEW AFFIDAVIT REVISIONS DATE 5 OPENING; SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GL,465, WINDOWS, 4 SKYLIGHTS: METAL ROOF (TYP.) (5v CRIMP) TOP OF BEAM OH O TEMPERED/OBSG. e � a w OH CEMENTITIOU5 MA ON CONCRETE ILL=_ 13 12 I I O 14 TEMPERED TEMPERED (ECxRE55) (ECsRESS) ELEVATION- 12 6C,4LE: 1/4" = 1'-0" � 5 METAL ROOF (TYPO) (5v CRIMP) J I J I I LL L L Ll TOP OF B AM nE nE OH CEMENTITIOLIS MATERIAL ON CONCRETE BLOCK _ FIN. FLR- LEFT SIDE EL V4T I ON SCALE: 1/4'' = 1'-0" TOP OF BEAM TOP OF BEAM tERIAL 3LOCK -IN. FLR. OPENING ID PRODUCT MODEL # SIZE MANUFACTURER GLASS DESCRIPTION ATTACHMENT METHOD TYPE, SIZE, SPACING, & EMBEDMENT PRODUCT APPROVAL NUMBER U FAO?OR SHGC BUILDING DESIGN PRESSURE PRODUCT DESIGN PRESSURE 1 H 32 SINGLE HUNG 8100 PVC (IMPACT) 26 1/2" X 26" CUSTOM WINDOW SYSTEMS 5/16" LAMI 3/16" x 1 1/4 " TAPCONS , FILL ALL HOLES FL16177.1 0.30 0.21 +37.80/-41.00 +70.0 / -70.0 2 5020 FIXED GLASS PW 8300 PVC (IMPACT 60" x 24° CUSTOM WINDOW SYSTEMS 5/16" LAMI 3/16" x 1 1/4 " TAPCONS , FILL ALL HOLES FL13010.4 0.30 0.21 1 +37.80/-41.00 +75.0 / -75.0 3 EXTERIOR DOORS GLAZED FIBERGLASS 2 36" X 98" THERMATRU 5/16" LAMI 1/4" x 3 1/4 " TAPCONS 6" FROM EDGES, 12" O.0 FIELD FL 20468.12 0.26 .15 +35.96 -39.16 +50.0 -50.0 4 35 SINGLE HUNG 8100 PVC (IMPACT) 54" X 63" CUSTOM WINDOW SYSTEMS 5/i6" LAMI 3/16" x 1 1/4 " TAPCONS , FILL ALL HOLES FL16177.1 0.31.19 Pn +36.55/-48.11 +70.0 / -70.0 5 EXTERIOR DOOR METAL 192" X 96" CLOPAY N/A SEE DETAIL 1 A3 FL 16546.6 n a a +31.86/ -38.74 +36.0 / -42.0 5A EXTERIOR DOOR OPAQUE FIBERGLASS 36" X 98" THERMATRU 5/i6" LAMI 1/4" x 3 1/4 " TAPCONS 6" FROM EDGES, 12" O.0 FIELD FL 20468.5 0.14 0.01 +35.96/ -39.16 +50.0 / -50.0 6 23 SINGLE HUNG 8100 PVC (IMPACT) 38" X 38" CUSTOM WINDOW SYSTEMS 5/i6" LAMI 3/i6" x 1 1/4 " TAPCONS , FILL ALL HOLES FL16177.1 0.31 0.19 +36.55/-48.11 +70.0 / -70.0 7 25 SINGLE HUNG 8100 PVC IMPACT 38" X 63" CUSTOM WINDOW SYSTEMS 5/16" LAMI 3/16" x 1 1/4 " TAPCONS , FILL ALL HOLES FL16177.1 0.31 0.19 +36.55 -48.11 +70.0 -70.0 8 25 SINGLE HUNG 8100 PVC (IMPACT) 38" X 63" CUSTOM WINDOW SYSTEMS 5/i6" LAMI 3/i6" x 1 1/4 " TAPCONS , FILL ALL HOLES FL16177.1 0.31 0.19 +36.55/-48.11 +70.0 / -70.0 9 H 32 SINGLE HUNG 8100 PVC (IMPACT) 26 1/2" X 26" CUSTOM WINDOW SYSTEMS 5/i6" LAMI 3/16" z 1 1/4 " TAPCONS , FILL ALL HOLES FL16177.1 0.30 0.21 +37.80/-41.00 +70.0 / -70.0 10 EXTERIOR DOOR GLAZED FIBERGLASS 3p" X gg" THERMATRU 5/i6" LAMI 1/4" z 3 1/4 " TAPCONS fill FROM EDGES, 12 O.0 FIELD FL 20468.10 0.26 0.15 +35.96/ -39.16 +50.0 / -50.0 11 25 SINGLE HUNG 8100 PVC IMPACT 38" X 63" CUSTOM WINDOW SYSTEMS 5/16" LAMI 3/16" x 1 1/4 " TAPCONS , FILL ALL HOLES FL16177.1 0.31 0.19 +36.11 -39.42 +70.0 -70.0 12 25 SINGLE HUNG 8100 PVC IMPACT 38" X 63" CUSTOM WINDOW SYSTEMS 5/16" LAMI 3/16" x 1 1/4 " TAPCONS , FILL ALL HOLES FL16177.1 0.31 0.19 +36.11 -39.42 +70.0 -70.0 13 EXTERIOR DOOR GLAZED FIBERGLASS (2) 36" X 98" THERMATRU 5/i6" LAMI 1/4" x 3 1/4 " TAPCONS 6" FROM EDGES, 12" O.0 FIELD FL 20468.12 0.26 0.15 +35.96/ -39.16 +50.0 / -50.0 0_1114 SLIDING GLASS DOOR SGD 770 (IMPACT) 72" X 98 PGT INDUSTRIES 5/16" LAMI 3/i6" x 1 1/4 " TAPCONS , FILL ALL HOLES 19-1126.03 0.26 0.15 +35.96/ -39.16 +60.0 -60.0 6" EXTERIOR GhU YW.L i ON © ..iq SILL, ,._-- :� E._ %04DRAW OAR TW TOP AND - ♦1� -ROOD- I MCK TO J. ® NOTE: -- .- TO 5UCK INSTALLATION INSTALL KNOON OR Zlt.. FASTEN FIR --ODZT Af:I=LY A WATER RESISTANT COATING APPRO• WAL PUNPOKOR DOOR -- (PER FSC RESIDENTIAL R-103.4 AND USE --. O : R . - WINDOWBOOR OFENING LIATERPROOFING METAL ROOF (TYP.) (5v CRIMP) ON 10H. ON I1-0 OH v = CEMENTITIOLIS MATERIAL N CONCRETE BLOCK io Lu FIN. FLR O12 10 TEMP. F:� i 1 4 T S i ED VA T i C O55CJTEMPERED &GALE: 1/4'' = 1'-0" 12 014 - ,- - SMOOTH SMOOTH 5 stucco stucco 3 TEMPERED FIRONT ELEVATION &C,4LE. 1/4'' = I' -Sall METAL ROOF (TYP.) (5v CRIMP) O TEMPERED/OBSG. i SMOOTH stucco SHINGLE ROOF (TYP.) 0 m MEAN ROOF HEIGHT TOP OF BEAM TOP OF BEAM TEXTURED CEMENTITIOUS MATERIAL ON CONCRETE BLOCK FIN. FOR. NTS N O O O O C O O N CV 4-1 rz 0 .--I 0 .......... /��'Zf ?zo u z H w W W a A a o jH m� �1 WSW IN U O V�� 00aa awU I 0 O C� F_ )LL I LLI ASTON-LH-A LL_ Lu Date: 04-06-20 Scale: AS SHOLUN Drawn: Ts REVISIONS DATE DOUBLE TOP PLATE v o 0 O (2) 2 X 12 HEADER W/1/2" FLITCH � m q MIN. 8 X 8 BOND 8E,4M W/1-#5 GONT, CxLUED AND NAILED , 16d NAILS, 0" STAC3CxEREED c 00 T.O.Q. 71O 0 N oN � RooF tRuss ABovE ° ° .°° ° ° a-- � °44o o 44o 44 o °o � No +-+ LLl J ° n � e• ° e FASTEN STUDS TO DOUBLE TOP ,,,.,•-,,,, ' °° ° °• FASTEN JAGIGS STRAP TRUSSES TO DBL 2 X 4 STRAP EACH STUD TO PLATE W/ ..*.....b��°-. !' ° 51=4 PLATE TIE TO UJOOD HE)R 5P4 51MP50N PLATE TIE AND NAIL T O 8 UJ/ 6-10cl NAILS CONTINUE STRAPPING WITH SIMPSON TOP PLATE W/ 51MP50N HIOA (18) 106 X 11/2" NAILS W/ 6-I0d NAILS °•" TOP PLATE AGGROSS MSTA 12 STRAP ° ° °�° °�° �° � �° �° �° HEADER/CRIPPLE AT 12" C/ UJ/ 10-10al NAILS STRAP EACH SCUD TO PLATE W/ 2"x 4" (MINIMUM) STUDS 6 12" O.C. WITH SI1" IPSON 5P4 51MP50N PLATE TIE AND NAIL W/1/2" DRYWALL BOTH 51DE5 AND R-13 FOAM IN5ULATION "'''•,.*e�'' MSTA 12 STRAP UJ/ 10-10d NAILS W/ 6-10d X 11/2" NAILS 2"x 4" BLOCKING (MIDPOINT) °• ° °• ° ° °• ° ° POURED CELL 11/1 15 BAR CONTINUOUS FROM BEAM 2x4 IP.T.) PLATE 1/2" DIA. x 6" WEDGE ANCHOR 632" O.C. TO FOOTING W/Ifs" NOOKS W/3"x3"x1/4" PLATE WASHERS AT CONC. TOP AND BOTTOM WOOD BASE 8 TRIM W FASTEN STUDS W PROVIDE DOUBLE STUDS TO BASE PLATE FINISHED FLOOR I� A P.T. WOOD BASE UNDER ALL ISEARING WALL WITH SI1"1PSON ° d PLATE. SEE PLAN HEADER OPENINGS U.N.O. 5P4 PLATE TIE ° a ° r�~hh a FOR SIZE. UJ/ ro-lOd NAILS °d ° ° cc (SEE PLOOiR PLAN FOfR STEP DOWN DET,41L LOCATIONS `H- PL,4CE VERTICALS PER TYPICAL STEP DOUJN DETAIL) ° d ° ° SEE FOUNDATION PLAN FOR ^ N ° ° ° ° CONC. FOOTING SIZE AND REINFORCEMENT D(U U N C7 W P� P4 U (�aa ETAL SEAM � f GHT CHANGE 5EAfRNe WALL OF ING [DETAIL- 7Yf, INT, 5 AFRf e 1 UJALL FDTAIL SCALE: 3/4" = 1'-0" U 1 NTS 1 NTS R-20 ICYNENE 'CLASSIC ULTRA SELECT' INSULATION 'SEE E5R-1826 REPORT' IGNITION BARRIER, FLAME SPREAD INDEX OF 25 OR LESS AND A SMOKE -DEVELOPED INDEX OF 450 OR LESS COMPLYING WITH FBC &TH EDITION (2011) RESIDENTIAL CODE, SECTION R31(0 12 AND TESTED PER ASTM E84 AND UL 123. �j (NOT REQUIRED IN GARAGE) co cc) METAL ROOF ON PALISADE UNDERLAYMENT 12 METAL ON UNDERLAYMENT MECHANICALLY FASTENED TO Jl JL� ROOF PALISADE 5/8" CDX PLYWOOD 12 METAL UNDERLAYMENT MECHANICALLY FASTENED TO 5/8" CDX PLYWOOD Sd RING SHANK NAILS (SEE SHEETA-4 FOR SPACING) ROOF ON PALISADE SHANK NAILS (SEE SHEETA-4 FOR SPACING) ON APPROVED, PRE ENGINEERED MECHANICALLY FASTENED TO 5/8" CDX PLYWOOD Sd RING ON APPROVED, PRE ENGINEERED WOOD TRUSSES 24" O.C. 8d RING SHANK NAILS (SEE SHEETA-4 FOR SPACING:) WOOD TRUSSES is 24" O.C. ON APPROVED, PRE ENGINEERED WOOD TRUSSES • 24" O.C. \ STRAPS PER CONNECTOR SCHEDULE TOP CHORD BRIDGING 4 BRACING \ STRAPS PER STRAPS PER TOP CHORD \ PER SHOP DRAWINGS CONNECTOR SCHEDULE CONNECTOR SCHEDULE BRIDGING 4 BRACING \ SEE FOR WALL NTS. r� TOP CHORD BRIDGING 4 BRACING PER SHOP DRAWINGS ELEVATIONS PER SHOP DRAWINGS SEE ELEVATIONS FOR WALL HTS. "RAT RUNS"La ° e8'-0" (MAX.) SEE ELEVATIONS FOR WALL HTS. 1 0-, 5/0" 5/8" DRYWALL (GLG) SA �RUMSAX) - 1/2" P.T. NAILER METAL ON I X 2P.T PI DRSTRIP "RAT RUNS" GALV. METAL DRIP EDGE -I - PROVIDE FIREBLOGKING 2 X 6 FASCIA a8'-0 (MAX.) (3) LAYERS OF STUCCO APPLIED ° ON I X 2 P.T. DRIP STRIP SEE ELEv'S l3) LAYERS OF STUCCO APPLIED ` GALV. METAL DRIP EDGE TO HIGH RIBBED METAL LATH NAILED ° SEE EL Vs 2 X 6 FASCIA 55-1 I METAL LATH ATTACHED PER FBG R103.1.1 W/ STUCCO TO HIGH RIBBED METAL LATH NAILED ' SEE ON I X 2 P.T. DRIP STRIP ELEV'S TO BOTTOM CHORD OF TRU56 W/ 2 LATH NAIL( 1 3/4 PENETRATION) 6 O.C. ° METAL LATH ATTACHED PER FBC R103.1.1 W/ STUCCO a-� - FILLED UJ/3000 PSI GROUT r (W/I- E, e CORNER RETURN BAR FINISH SOFFIT (NO VENTING IN A/C AREAS) GARAGE SOFFIT TO BE: TO BOTTOM CHORD OF TRUSS W/ e 2" LATH NAIL( 13/4" PENETRATION) (oil O.C. 2 X 6 FASCIA PER ASTM CI063 SEC. 1,10.2.3 FINISH SOFFIT AND SCREEN VENTS (SEE SHEET A4 FOR VENT CALC'S) g 30" LONG EACH WAY) I METAL LATH ATTACHED PER FBC R103.1.1 W/ STUCCO PER ASTM CI063 SEC.1.1023 I METAL LATH ATTACHED PER FBG R103.1.1 W/ STUCCO (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) FINISH SOFFIT AND SCREEN VENTS (SEE SHEET A4 FOR VENT CALC'S) I FINISH SOFFIT AND SCREEN VENTS (SEE SHEET A4 FOR VENT CALC'S) 8F-32 IB/IT '° I X 4 P.T. (TYP,) CURTAIN NAILER PRE -CAST LINTEL OVER OPENING (SEE FOUNDATION FOR LINTEL SCHEDULE) SWIG,-IB/1T PLAN FILLED UJ/3000 PSI GROUT FILLED UJ/3000 PSI GROUT PRE -CAST LINTEL OVER OPENING 1/2" DRYWALL ON (WWI-" 5 -a CORNER RETURN BAR I (W/1-" 5 -a CORNER RETURN BAR 1 (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) 3/4" FURRING STRIPS APPLIED ON TOP WINDOW ILIJ 30" LONG EACH WAY) PRE -CAST LINTEL OVER OPENING 30" LONG EACH WAY) OF P RIGID FOAM BOARD W/ CONT. (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) NJ (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) MASONRY TEXTURE OVER TAPED SEAMS OVER VERTICAL MASONRY TEXTURE OVER I I CONCRETE BLOCK (3-COATS) (NOT REQUIRED IN GARAGE) I POURED CONIC OR llJ� CONCRETE BLOCK COLUMN (3-GOATS) MASONRY COLUMN W/ (4)15 VERT. , 30" LAPS, PRECAST CONC SILL 10" HOOKS AT TOP AND BOTTOM I MASONRY COLUMN V (U 5 VERT. , 30" LAPS, (SEE FOUNDATION PLAN FOR SPACING) FILLED CELL W/ (1) 15 VERT. , 30" LAPS, 10" HOOKS AT TOP AND BOTTOM I 10" HOOKS AT TOP AND BOTTOM (SEE FOUNDATION PLAN FOR SPACING) I I FOUNDATION R SPACING) LL � 4 -3000 P.51 CONC. SLAB I I 8 x 12 THICKENED WOOD BASE 4 TRIM TOVER MASONRY TEXTURE U 0 FIBER MESH IN CONG. ON 4"-3000 P.S.I. GONG. SLAB FIBER MESH IN CONIC. ON EDGE 1-15 CONT.(TYP) 4"-3000 P.S.I. GONG. SLAB CONCRETE BLOCK (3-COATS) 11 u �l 6 MIL VAPOR BARRIER ON COMPACT, SOIL I " x 12" THICKELu NED 6 MIL VAPOR BARRIER ON FIBERMESH IN CONCRETE ON � POISONED PAVER BRICKS EDGE 1-, CONT.(TYP) COMPACT, POISONED SOIL (o MIL. VAPOR BARRIER ON COMPACTED, POISONED SOIL ,-0OR fn Lu Lu GRADE TOP OF SLAB III III III III III III III III- d ° d X °° ° GRADE I ° ° I ° a ° ° FINISH GRADE 1LJLJl III III III III° ° °° I III III III III- �' ° °' ° III ° IIIIIIIIIIIIIIIIIIIII—III ° ° ° ° ° �° IIII IIIIIIIIIIIIIIII � X I11 III III III III 1 III III=III 1 _IIIIIIIII—III ° ° —III- °III ° d °° ° d IIIII °° III —III —III III —III ° d °° °° III 1 � 90MMAX MOD -PROCTOR III III III III III III III III ° III III III III III- d ° ° III III III ° d° d ° ° III III- = DENSITYIIIIIIIIIIIIIIIIIIIII—III ° °II°I IIIIIIIIIIIIIIII ASTON-LH-A SEE FOUNDATION PLAN FOR IIIIIIIIIIIIIIIIIII III —III III—IIIIIIIIIIIIIIIIIIIIIIIII _ III —III SEE FOUNDATION PLAN FOR GONG. FOOTING SIZE AND REINFORCEMENT III III _ III III III III III III III —III Date: 04-06-20 d d° ° CONIC. PAD SIZE AND REINFORCEMENT III III III III III III III III III III III III III III III III III III—III° SEE FOUNDATION PLAN FOR III III III III III III III -IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII sCgle: ASSHOwN -� III III III III III III III CONIC. PAD SIZE AND REINFORCEMENT III III III III III IIIIIIIIIIII—III III —III' �1 11 11 11 1 III III III III III '1III,,;,IIII�IIIII�IIIIIiIIIIl�llll,, III _III �I' ' �III III —I � I i '' IIIIII—III— III ��- i i ' -� III1 �— Drawn: TS 2 TYP I CAL_ ENTfRY SECTION F-� MIASO fRY WALL SECTION 3 TYP I CAL PO CH SECTION 1 SCALE: 3/4 = I' -O" SCALE: 3/4 = 1'-0" S SCALE: 3/4" = I' -Oil studor FLlJ��15NG �RJ5E�; NT5 NOTE: ALL SHOWER NEAD5 TO HAVE ANTI -SCALD VALVES NOTE: 5TUDOR VENT5 MAY 5E U5ED IN LIEU of 2" V.T.R.'5 1 I L TAFTIFT I TO SEWER SYSTEM ELEC I� 1 I-S SND DUPLEX RECEPTACLE ® 220V RECEPTACLE SWITCHED RECEPTACLE FLOOR DUPLEX RECEPTACLE QUADRUPLEX RECEPTACLE GFI GROUND FAULT INTERRUPTER LUP WEATHERPROOF GROUND GFI FAULT INTERRUPTER SINGLE POLE SWITCH 3 WAY SWITCH q 4 WAY SWITCH 4 PUSHBUTTON DISCONNECT SWITCH ® JUNCTION BOX ® EXHAUST FAN © TV JACK VP VAPOR PROOF - PHONE JACK - PREWIRE ONLY \ / DOUBLE FLOOD - SOFFIT MOUNTED 1 0 CEILING FAN OUTLET PREWIRE ONLY © WCANMSCENT PENDANT FIXTURE - CEILING MOUNTED � r INCANDESCENT FIXTURE - CEILING MOUNTED i INCANDESCENT FIXTURE - WALL MOUNTED 1 CEILING FAN /LT.OUTI FmCESSED HIGH HAT W/ TRIM ELECTRIC CO. METER ELECTRICAL PANEL ® ON SMOKE/CARBMONOXIDE DETECTOR FLUOR LIGHT (N1ER ZffC1EDIBATIERY BACK-UP) F=4NEL ELECTRIC4L L04D C4LCUL4TI0N1S CIRCUIT DESRIPTION CIRCUIT NO. POLE TRIP WIRE WATTS REMARKS 1-8 LIGHT'S 4 RECEPTACLES 1 15 "14 6,414 -9 3 X S.F. (ARC FAULT) 9,11 RANGE/OVEN 2 45 08 8,000 10,12 COOKTOP 2 45 08 8,000 13,15 APPLIANCES 1 20 'h2 3,000 (GFI OUTLETS ONLY) 14,1(o WATER HEATER 2 30 *10 4,500 11,19 DRYER 2 30 1`10 5,000 20,22 CONE). UNIT 2 30 08 - - - - 23,25 A.N.U. HEAT STRIP 2 60 "6 10,000 24,26 DISHWASHER I AND 2 1 20 "12 1,500 (ARC FAULT) 21 WASHER 1 20 'h2 1,500 (GFI /ARC FAULT) 28 MICROWAVE 1 20 'h2 800 (GFI /ARC FAULT) 29 BATHROOMS 1 20 12 11,500 (GFI OUTLETS ONLY) 30 GARAGE DOOR OPENER 1 20 "'12 150 (GFI OUTLETS ONLY) 31 KITCHEN 1 20 12 1,500 (GFI OUTLETS ONLY) 32 REFRIGERATOR 1 20 #12 800 (ARC FAULT) 34 DISPOSAL 1 20 12 800 33,35 WELL PUMP 2 20 012 1,200 36-42 SPACE TOTAL LOAD: 45,324 - 10,000 = 35,324 IST ID KW a 100% ; 10,000 REMAINDER -0 40% 14,130 A/C 10,000 a 100% 10,000 TOTAL: 34,130 = 240 = 14221 AMPS UNDERGROUND SERVICE METER CLAMP TO CLOSEST REBAR 2(4/0) ALUM. SE CABLE 1 (2/0) ALUM. SE CAE5LE 2" CONDUIT 200 A MAIN BREAKER PANEL 120/240 VOLT NOTE: INTERSYSTEM BONDING STRIP IS REQUIRED AT THE MAIN SERVICE GROUND 04 C.U. CLAMPED TO FOOTING REBAR AND C.W. PIPE NOTE: GFI OUTLETS PER PLAN 2PNF-NEMA 3R 240V A/C 4 MAIN DISC, 9 PANEL 42 CIRCUIT PANEL A/C RATED 10,000 W ALL WORK TO COMPLY WITH NEC AND LOCAL CODES ELECTR lco4L RISER NT5 NOTE I. ALL ELECTRICAL IN THE AREA OF CONSTRICTION SMALL 1 IEET THE R QU I R1„INTS OF THE 2014 NATIONAL ELECTRICAL CODE 2. ALL r-:z1=I RECTACLES TO 5E TA1„IRR RESISTANT RER NEC 2014/ ARTICLE 40(o.11 3, 1=1�OvIDE ARC FAULT CIRCUIT f=ROTECTION 1= ER, NEC 201.4 ARTICLE 210.12 4. RROvIF_)TA1„IRER RESISTANT R C RTACL S FER NEC 2014 ARTICLE 210 5, ALL 5AT1-IROOt-1 C I RCL� I TRI' TO HAVE GFCI fi=ROTECTION f=ER NEC 2011 ARTICLE 210 3 REVISIONSI DATE m Lu -1 1L Z u 1u LLI ib ly C-D X w z X X ASTON-LH-A Date: 04-06-20 Scale: AS SHOWN Drawn: TS m I S�SCTR 1(;4L PLAN CAUTION!!! 00 U 21' 8" 361411 5' 4" 3' 2" 2 7' 10" 71011 26' 0" 2' 0" 14' 0" 7' 0" yam, M �f) U U U Qo ti (0 1.0 It CM N 0 0 0 0 0 0 o U U 0 U U U U U N C 0 0 Q Q 0 Q U') L0 0 Q 0 r` Oo o 0 Q Q 0) o N N M 0 0 0 0 0 Q Q Q Q m m m m LC) M U U U 17171 CA CA CJ3 } CJ3 J J J � CO � N CJ5 N N N CJ5 EJ7 Z J � U EJ72 EJ7 aY EJ72 /} /} /X >( `'\\ 1' " EJ72 EJ7 X �v / \ 4 2 = ' ` `\ EJ7 /' ��<\ /� / \ / \ /�\ \ / \ //\ //� \O �\ >\ n\ n\ n\ N ER // /n\ EJ7 \ ,>\ ,/\ �' /�. % \ \/)<\ / \ �\ ` ' \ / \� EJ71 ER Q C� ,� �\ `/\ /� /� % / \ /� /� \ % \Y\ \ �� \ y\ �' j EJ71 �o61, / ER ,N/ \/ Q / j \ /\ % %\ �\ /\ /\ %\ %�\ /\ ,'� - / \ / \ / \ EJ71 EJ7 a ' \ \y/ \\// \x/ \\/' EJ71 EJ71 \ / \x, �/04 ----- ---- \\/' \X/ / \X/ // `X' \ 0, ,„ / \ LL ER a — — — — — ---- \�/ \�/ \�/ / \�/ \u/ \\// \�/ \X/ \ , \ \ \\// EJ71 •� \/ IN EJ71 EJ7 -- -- ---- \ / \ /� \ / \ / \ / / \ l/ \ / \ >\ /\ \' /\' /\ /� X \ /\ `"\ x 'x EJ7 \ \ \ / \ / � \ / \ / ` \\/ EJ7 -- -- -- \ / / / / \ / / � \ / / \/ \ \ / cV \\ \ \\ /x\ `\/'\ /X\ EJ7 b \ /n\ /x\ / '/�\ /x\ //' />\ , \ /� x r\ X x >\ / \ >< � >\ < X %x / - QO EJ7 � / \ \, \ > U)/ \ /�\ `\/\ / \ U y /' /\ //\\ /�\ H / � / \ /�/ \ /�\ \ E J7 EJ7 U \ \ /x\ /�\ /�\ / \ /" / \ /� Q X / \ /< >\ /\ C ) / , \ x ER EJ7 /\\ ' '�\ /�\ /�K\ /\/'-\\,/'X` /� \ /x` U EJ7 EJ7 /< ` `�/ M \\X \/ \ \x �/ \/��' \x/ \X/ \�/ \\/' ` � / EJ7 ER </ Z\ \x/ 9'-4" BRIGWALL o Mo 0 0 ,�\ \ >\ /\ /'� X\ X / ,� > / / ER > >D01 > , \, \ \ \, \ \ / 41811 \ / \ / SHIM TO BTM EJ7 /'`\ // `\ \ /x\ \\//� \ /� OF T/C. AD N 4' 1 11 '� X %\ /\ x >/ \ % SCAB 0 D 1 / ,'� ( Z,� '� x >\ fiKO N N N X EJ73 Dot PLY AL 3 7 o K01O/<X D01 < 0'I E01 55'-/ x E02 co 8�G c� _ \ CJ3 = D02 N I � /a 7 �\ LO D03 _ E03 w w L LO N M N G01V w w w v CA 9'-4" CLNG 1' 41- E04 11'- " CLNG D04 0 0 _ Got O U �00 00 CACJ1 E05 M M - o CJ5 CJ5 o CA '�� CJ3 CJ1 p M � w w CJ3 U U N j� 0 0 0 CA co M M �� CJ 1 U w w w U `? 0 0 CV C`) U) r` r` r— r— r` r` 0 M U U U w w w w w w U U U 231411 11' 2" 91411 3' 2" 7' 10" 3' 2" 14' 2" 58' 0" Hatch Legend 9'-4 " A.F. F 10' -0" A.F,F 11' -4" A.F,F Lillian Digitally signed by Lillian Gonzalez Gonzalez Date: 2020.04.07 11:28:05-04'00' HANGER LEGEND * - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED OTHERWISE * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 UNLESS NOTED OTHERWISE MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID WIND ASCE7-10 ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY II WIND LOAD 170 MPH *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS ROOF LOADING TCLL: 20 PSF TCDL: 15 PSF BCDL: 10 PSF TOTAL: 45 PSF DURATION: 1.25 FLOOR LOADING TCLL: PSF TCDL: PSF BCDL: PSF TOTAL: PSF DURATION: IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By Date DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-131 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. TRUSS CONNECTION LIST QTY PRODUCT LUS24 3 HTU26 HTU28 1 HHUS26-2 HGUS26-2 HGUS28-2 HGUS28-3 BUILDER: SYNERGY HOMES RES: SUCHON MODEL: MOD-ASHTON-A ADDRESS: SEMINOLE SPEC: N/A CITY: PORT SAINT LUCIE COUNTY: ST LUCIE DRAWN BY: JL JOB # : 2227609 DATE: 03/27/20 SCALE: NTS REVISIONS: 1. 2. 3. 4. \Builders . FirstSource 701 S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 5475