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HomeMy WebLinkAboutBUILDING PLAN1 FLORIDA BUILDING CODE - FBRC 2017 CONSTRUCTION TYPE VB OCCUPANCY R-3 DESIGN PARAMETERS: A.S.C.E. 7-10 ULTIMATE WIND SPEED 160 MPH NOMINAL WIND SPEED 124 MPH DESIGNED AS: ENCLOSED WIND EXPOSURE "B" PLUMBING CODE - 2014 NAT'L ELECTRIC CODE - 2014 MECHANICAL CODE - 2014 TOTAL ROOF LOAD 35 psf TOTAL ROOF DEAD LOAD 20 psf TOTAL ROOF LIVE LOAD 15 psf, STORAGE TRUSSES 20 PSF _ ROOF OVERHANG'.';,r , ROOF;01TCH ' Mt, N ROOF WEIGHT „ B..SOIL BEARING CAPACITY r CT ASSEIVIBLY YES:t, 4 '41F. yf p ry Vasd WALL & WIND`PRESSURES .,,�., BETWEEN 2. 12 & 61 2 t� r, ROOF SLOPES BE / Z 32 R,.uy. , B,, RISK CATI I I -I GH-T , -- z; ZONF, 4, ZONE'S _ a , _ .. w..s v. ,a r� .:,:., -,r,. 30.4 /y 33.0 L I �0 SF 29 29.iY 3f3- _._Cu 4 27.2 -34.3 •� f3 Lm 10U.Si - 25.9 128.4 H I 1 r 1 _.5`9 / 31.6 tt . 16' X 8' OH DOOR 26.4 / -29.�I .� coY �..-, d: c PROI�3:APPROVAL SUBiVIISSIONFORM a PROVAL# PRESSURES PRESSURES FASTENERS DESIGN FIELD , GLASS PRODAP� ` � W PRODUCT DESCRIPTION IMPACT RATED MFG SERIES � WINDOWS � _ 1/4" tap cons into solid backing on __.._. -.__ ._�. _ -- _-_ _- - _- -- - _ KITCHEN/UTILITY/ '1':V4 VW 4a. l.iQ.��+'�L-'1 __ ._..�Y--, MST BATH/ < 10 SF IMPACT PGT SH-700 5/16" LAMI 17-0630.08 80.0J-80.0 32.7f-35.5 1 x 3 pr bucks. Fill all holes, 1/4" tap cons into solid backing on` -A I _ _ . DEN/BED 2/ MST > BATH/MST BED <20 SF IMPACT PGT SH-700 5/16" LAMI 17-0630.08 80.0/-80.0 19.0/31:6 1 x 3 pr bucks. Fill all holes ^ - 1/4" tap cons into solid backing on „17.0630.08 80.0/-80.0 29,2J-29.8 1 x 3 pr bucks. Fill all holes BEDS DINING <50 SF IMPACT PGT sh-700 5/16' LAM :p p • . 1/4"tap cons into solid backing o n I /•' , $"'�.✓� � I MST BED <105F IMPACT PGT es PW 720 5/16"LAMI 17-0614.11 80.0/-80.0 32.7/-35.5 1X 3xALUMINUM TIUBE Wll all ICIIPS 4a TOP & SOT. With 4)1/4" x 2 3/4" 17-0630.01 tap cons /clip into solid pour -- y .-- - - MULLION BARS IMPACT PGT • t pG10R5 1/4" Tap Cons at 14" cc into solid : 1 pour CMU. Begin 6" from CLASSIC CRAFT/ - ' ENTRY / MUD ROOM/ 2-6 TO T-0" AMERICAN STYLE/ wrnecNone req in threshold. (2) - e FL. 7640.1 50.0/-50.0 31.0/34.0 in top. GARAGE X 6.8 .. IMPACT THERMATRU CRAFTSMAN DOOR NONE _ +.5 14" Tap Cons at 14' oc into solid _ e / pour CMU. Begin 6" from - JP '- T THERMA TRU CLASSIC CRAFT 1" LAMI FL 7640.1 50/-50 31.0/-34.0 1n tope None req in threshold. (2) - �"'' ' rvVRa n f a®/ s ' ' a FRENCH DOORS 5' 4' X 6 8" IMPACT OOFING ( FI , _ 6) GALVANIZED ROOF NAILS PER �.+ - N FC. e� I SHINGLE W 3/811 HEAD. MIN PENETRATION INTO SHEATHING'coo IKO tAMBRIDGE OR - :.;-. 3/4". SPACE PER MFG - - - INDUSTRIES BILTMORE NA FL. 7006,1 I RECOMMENDATIONS. -_ •,._. .•x ,., CONCEALED FASTENS PIBRL AS OR ATTACHMENT - ALL MAKFAMRES _ m, Iff __''. ARETHERE IARLEssHolyy�p ATTACH 2 X 6 PT V€RTICLE SIDE ' "' z< - -' "'- " - SPONSIBILITYOF THE ) .F, U FACTpFr,S gyp 911GC COM THESE PLANS AND ALL PROPOSc0 W = II i I R S 4 •i .$, a "' ` TYi�I(Zl o I„ T.'kTAqE4� I FECUir'Z' ED PLIANCE ARE SUBJECT TO ANYCORRECTIONSORK , JAMBS TO SOLID POUR CMUW ,,: ._ „^ 'rA J?,, § CONTRACTOR OF RECORD - �H FWNOW 000E MUST REQUIRED BY. FIELD INSPECTORS 1 2" X 5" WEDGE ANCHORS W u`ayzi,,;,,+ ,, .. ' AT ;! KI, Lin 1X2SOWASHERS AT24"OC. " - k�� "-"'"` •`i+..:.,_..,__..,-_. - _ REMANONALLOOft WINDOM MAY BE NECESSARY IN ORDER TOTH A1O r?.T„,r - ua '^` +_,u.:. "".: .' . -.. `' ,_ ....... UPRRNpW� COb1PLYWITHALLAPPLICABLECODES. ANCHOR DRGUIDERAILST02 X6 °' '- __-- "'" ` BEGIN AT I2' FROM ENDS. uuz ..� _.__...�__- - - -____ J E •^ ILTI 3/4" . BEGIN 6" IFROM ENDS THEN _ St Lucie Q 3 a ¢ O W ..tit a GARAGE DOOR 16' X 7' with lites DAB GAR DR NA 17-101SA1 36.0/-44 35.5/-43 10" OC . UCI@ County M M C [2 s t� - - u c-I 00 12. Uj STutt o $i, f�6 C� ^t * LU E @ LL BUILDING CODE: 2017 WIND SPEED: 160- 3 SECGUSTS: 124 MPH NOMINAL - - 1... -- _r�+. ,.._..- _...._,_ � B FAR _ _ ,N dq -0 M I r�1" BY � � ; Z � D � ASCE: 2010 IMPACT RESISTANT: YES "^ 1 „ N -, VIMII.� � n r �+e�.e bs�T�' 'I � � JURISDICTION: St Lucie County ROOF LORD- EXISTING -.- _ � 9�N omr)&II4 C2) L��(fs3G7 ot��c d' -FLi.T r^ '^ .,� r� , !�PROJECT NAME: SINGLE FAMILY 35 PSF __.___.- I _I+! -..---�u�.-- M I�I:zS! efi p...,.� �1'I�)p.�Ir'+'I1T ''i�N TUB V yI O' - Alll epr- s I N e tW)OC- r96t.(� -1 10 jore-m TcI NT C.� 3 .NS GCTIOS iVtci BE 1lrwii. Z L^rf 'C �o >- PROJECT ADDRESS: LOT 47 &48 : silver oak dr ROOF OVERHANG: V-8" _ __ _ _ - ENGINEER OF RECORD: Anaysis Pombal. PE:# 77737 ROOF PITCH: 6:12 - / ' W v rip' d ' ' TYPE OF CONSTRUCTION: VB- 410, -__-- CLASSIFICATION: SHUTTERS: NO ' V E ' "j t„A,• r y' -�{���� -. - _, rr-�-Tt ►.ram �-r, r ill RETEEIVED MAR I,' A ST. Lucie County, Permitt;ng t 1 Qk m � eD'8UC4�DT� 'DT� ' VISIBLE MWELE WHT H'in'HwT SUCK NMLEDGLASS -I-AA-pr a.M.O.c MN�Eo1 WMM.O.O::TEMPEREDGLPbB, TYR INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) Kvo V cv s 11 i i Air LWI es V i iL tO f &A Apr" _i;7_f1P.2diO_eLAv6k4 ,ON FII.IoI C0KPACT r,_o _K''I N COA& (.z) s:vt iz.5%f r. _T0 L b.T*A stun Flo vorVIII w- e Le (tAbx) u fpt., Fr vi ccw./. z,oc4 p, w L,&Tt4 —2-A4 PT sLaoric epe>r Tz> 1404 Abl-r W L bTR 'A 5tUCC.40 'ffi tep 1A T44L Mu -CI A U, 4 PT t4 &t 0 * KFL 9 :5 TUC40 t*J Z A A- FT FPbKV WOK. W LAA-4 —A.pp"e:o OTC ATNE i r t. 3 R Y } oW i OF. INT�Rt DR- T R �rJS+F jw# RECEM0 j) {f MAR 07 lot I•i•A/ � J ��! _ uul..v IIPf]HiiJ .�MIYMY�II V i GJ ' •- cc a, Z In O > ri y d W u 4 i M m • Y (� V cn CM1 E w 46 W E ` M 0 •M LL (�� O V W as64 rn u E H N Ln O l0 C LU Q a �. ro .40(o � \� \ � : ¥■�/�� . � � . . . -.. ..� . CAST CRETE- PRECAST LINTELS SAFE LOAD TABLES FOR PRECAST LINTELS MARK ID LENGTH COMPOSITE D SAFE LOAD APPLIED LOAD SAFE VPLIFT APPLIED UPLIFT i s 104" WM ITIAB ;: 1533 NA 1183 NA 2 Y-6" 8F 16 IT 5163 NA 3547 NA 3 3'-6" 8F 16 IT 5163 IaDA3547 4 5'-10" 8F 16 IT 1631 2290 �} 5 V-10" 8F 1.61TAB 4360 2093 6 4'.6" 8RF141T 2992 u O *> 2525 ' L-7 7 T-6" SF16ITl1B 2661 ealpO4 1634 121-41 8 5'-4" 8F 16 IT 1999 NA 22" NA 9 3'-6" 8F16 IT . 5163 NA 3547 NA 10 3'-6" SF161T 5163 NA 3547 NA 11 9'-4" 8F 16 ITIM 1843 1326 M #v 12 6'-8" 8RF18ITIIB 5048 <e 2758 2,4- 13 6'-S" 8RF18 MIR 5048 (,FOJ> 2759 2-74 14 4'-6" 8F16IT 2931 NA 2724 NA 15 10'-6" 8F 16 IT 1247 1 r 1183 16 4'4" SRF141T 3280 %Sa 2635 17 4'4" 8RF14 IT 3280 2635 �. 18 4'4" SRF141T 3280 ltV A� 2635 NOTES: LINTEL LOADS NOT SHOWN ARE LESS THAN 750 Ply UPLIFTS NOT SHOWN ARE LESS THAN 750 PLF. LINTEL DEPTHS MAY BE INCREASED AS NEFDED TO ACCOMIDAT.E ROUGH OPENING SIZF, W/ NO ADDITIONAL STEEL RFINFORCEMENT. ALL RF-BAR TO BE #5 ASTM GRADE 60. MINIMUM LINTEL BEARING IS 4" «l F M � s- ., . _. ... TRUSS FASTENER SCHEDULE Single Embedded Anchor installation Bod@I ALLOWABLE IS)lrn a PatetartnaQd i 1 a, ci SlMPSON AL E L LPCZ I # CONNECTION FUNCTIONCONNECTOR ID UPLIFT FASTENERS ' GuaRUN Load ;Uoattniy l:gatl Px -: : „ ' -. -,� �`-- 414 Midland 1 TRUSS TO CONCRETE META 16 1450 (7)10d X 1J1/2 METAt2 8 7 1450 6 1450 340 725 j'- fw' s -'� '"++ META14 10 - 7 1450 6 1450 340 725 ta'y"^ nmshom, ` 5; 2 TRUSS TO CONCRETE HETA 16 1810 (9) 10 d X 11/2-1 „ 9 META16 12 7 1450 6 1450 340 725 _ : leotard 3 TRUSS TO CONCRETE HETA 20 1810 (9) 10 d X 11/24' META78 14 7 1450 6 1450 340 725 melee ;..•-': META20e 16 7 1450 B 145p 3a0 725 �1 naihitdo J 4 TRUSS TO CONCRETE HETA 24 1810 (9)10 d X 11/2" ' iM1efaCe 1 / t'/• META22 18 7 1450 6 1450 34a 726 _ i �/e �•Ta'' S TRUSS TO CONCRETE (?) META 20 2715 (16) 10 d X 11j2" META24 20 7 1450 6 _ t450 340 725 ! H H 1Y4° e a t ds" r: , Typical LCEalnstaPietion �1 `",,erg (for 4x or 6x lumber) () { ) / METAAa 36 7 1450 s t450 340 _. 725 6 TRU55 TO CONCRETE 2 HETA 24 2715 16 10 d X 11 2" 2 7 TRUSS TO WOOD MTS 16 1000 (14) 10 d X 11/2' HETA12 8 7 '. 1520 Z 1780 340 725 ( , :Aq le. ' CS ' "" 3 AC 8 TRUSS TO WOOD MTS 20 1000 (14)10 d X 11/2" i" HETA16 • -. i2 9 ns10 s `t,Q10 . ' 340 7.25 g'° - ® HETA201 is . a 18tn 6t8as ' 346; 724 �, r MGT Typical MGT installation 6 / 20 1500 (24)10 d X 11/2"' fAio . 340 728 ra' --_ ETA24 2q s tBiG # ___ __ �w ,. TRUSS O CONCRETE- (4) lJ4" X ? 1/2" TAP CONS & #M) . 9 (2j MTS � #� HETA4q , 38 0r;„". 18Y0 & t810 i5' d Pf HHETAI2 8 7 1565 7 1820 340 815 ��'",�Ad ' ' ` p^C^ Fast�lels �' Imo' 10 MISSED STRAPS MTSM 16 HHETA16 12 _ 10 2235 9 - 2235 340' Sty ° 6 �" 4 tit Rp�. ' @an G@nct@t@( ,Gird@t t LnBdIB tipliH'to8ds A"...` f (2)1/2 '° X 5°' TITEN ND & (18) - . . HHETA20" 16 10 2235 9 2235 _3407 815 Em e Aacltors C,MU ip , , (i69)'' , a 3 HHETA2d 20 io 2235 9 2235 3407 $15 MGT 3% - 1-% 2210d 3965 3330 F26 1/2" X $'" TITEN D & _ _ 11 GIRDER HOLD DOWN FGTR 5�0 SDS -- - - -` META with TSS HHETA40 96 10 2235 9 2235 3407 615 HETAi:O HGT-2 3%e 5% 2-da E1810d 10980 6485 0fd left Typical LCE4 (4) E H i - HETAL12" t085 ia" f210 4Isa. 1100 -, -- (NHETAsImYlar) HGT- : 4ra4a. ' •7 § 2-�4 9g35. 120 Typical AGE Corner Installation - 1? GIRDER HOLD DOWN FGTR 2 9400 (36)-SDS 1/4°' X 3" HE7'AL16 ti i?i° t81tl 134 181o' 4151 Into 0 F79 I i�atitm ( an BOLT& -.-: - NG7d. - s..._ 2-fin 9P5�-- :_ Itista Sa note HETAL20� _ 15 14^: lent 13" 1100 (1) 5/8" X 5" TITEN ,$p . 26)10 d X 11/2 Fasteners (i 13 GIRDER HOLD DOWN NTTS 4350 (1) E BOLT & aayy ( 5/8" X 5" TITEN Pew400 TitehsPont ®LDDO YT` N�7 # �y pp4+9r I Raf 14 GIRDER HOLD DOWN MGT 3965 (22)10 d X 11j? = TRUSS STRAPS # 1-- 6 g L :seam Pp&t 0 ifl> `laWai` .: 5/$" ATR W MIN (6)10dX 11j2" IN _..- _.. ... e 715 112,L2q,F11 " n �. v AC4 Min 3/,e 614 1216d 8-16d 1430 a AC4 A4az 3el+e 6% id 16d 14.18d 2506 1470 MGT f W HDU4 MGT & (6) SDS 1/4 X 3 THRU HDU4 h DO N _ - amber wootl AGdR i 4 7 ' 17216d 10d T4 0 7tS 112,F1t 15 GIRDER HOLD DOWN & ATR 3965 HOLD W yam, FadAiets° SPP/NFilltnwatii@,- s --� Imim'�tllmlaam 69emUrrthictTess AOMi 7S '4 7 :'td 16d ti4.16d 2660 1070 ;- - '•� yt GpiBtt ms tod( ACE4 Min - 4Yz fitfid 6asa Toro 715 (1) 3/4" X 5" TITEN BOLT iN TOP & (i) No. L isd ;;1Qdi iYr: ! ACE4 Max - 4Yz t016d 10•i6d 1785 1070 2, L3, Ft UPLIFT 377E J 3/4" X 21/4'° TITEN BOLT INTO FACE W lad ,,1BdxiYa. ,:" -° C1flq ::.''MSD ". LTS12 12 t2-igd 92-lOdxt34 775 720 665 620 - - - ,. LOEd - 5% 1416d 10•16d 1905' I 1425 1YtP1,1601 . 715" 16 MASONARY HANGERS MBHA GRAVITY 6050 (18)10 d NAIL INTO JOISTS ,;'. 14'Yre` smda7Post tt2, L3, Fit - LTS16 16 12t0it i210dxtY[ 775 720 665 62Q MTS Installation AC ` ; -5,kk. ' 8'fz " 'td i6d tA:•1'Sd" 259q -"ta70 ? (i) 5/8" X 5" TITEN BOLT & (12)16d LT$18 is 121id 12-10dx1Yz 775 720 665 620 asaTrass-to- , 1�/"• rnp a '� AC6R'Min 6 9 12-16d 8-16d 1430 715 H2,F11 ' LTS20 20 12-ittd 1210dxtid 775 720. 865 620 Top Plate Tie ;.. ,^ • _, Max 8 9 i416d 14.16d 2500 . 107q NAILS INTO POSTS _ . - 17 COLUMN BASES ABU 66 2300 MT$t2 12 to-10d ` 141oax1zF 860. 660 A " 61h ';sled 6'i5d tg7f1 .: 112 L3, Fit (14)16d INTO POST & (14)16 d INTO "" """�� 7• MTsts i6 salad 14 touxirh . e a60 a6o tY• 6 ` `:;.i 16d ?Unto . 4785 - t 7q 1` 18 POST CAPS AC 6 MAX 25� BEAM M7S1$ 18_ 1410d' .1410dx%OEM � 4 $60 iPG4Z 3§ka 314 8.10d 8-itd 115 325 112,Fit MTS20 24 ' 1410d 1410dxiS3 86a BBq rrtF$3q 3s /ad. _ t4 iadxl�, B6a awl ` akeHno h UPLIFTS NOT SHOWN ARE < 750 # �• _ " LPGBZ ... Sn/is,. ., 514 8 tgtl 8.10d 915 49a I12 Fit - . ` ' •.' " MTS24C 24 1410d 14-10dxlA 1000 1000 860 $60 Typical MGT UNLESS OTHERWISE NOTED, MAX SHEER IS 300 # Mae MGT Installation with HD04 _, _ iT*q �y p MT530C 30 1410d is 10dx1Yz t00a t000 860 980 ---- _v_- . ---_-- OJJ IJ 1�&N CAP,s ?F8 - ALL LATERAL LOADS ARE LESS THAN 400# UNLESS OTHERWISE NOTED -�t61a x1'ST ;.'.. '" loss ,: 99Q. - Typical HDD Tie _ 2oiitd ,.2Ri0UF1'krr? ` 1245'. 12d5-:-- Between Floors - -- . _ _ __..-- ..._ ---• - ALL INTERIOR ARE NON BEARING UNLESS OTHERWISE NOTED _ _ ENTIRE IMF TO BE NAILED WITH 8d RING SHANK NAILS AT 6"' OC FIELD AND JOINT, UNLESS OTHERWISE NOTED Hr5`ld ' s1LL -.2P,1 24•iQdxts6,=:: '.a . • ,Y245' �dS-:- tii528 'zs . fit iqd `za-10dx1+ izd5 12dS : UNLESS OTHERWISE NOTED: 1F TRUSS STRAP DOES NOT ALIGN WiTH TRUSS PLACEMENT BUT IS WITHIN 1" OF STRAP, USE EXISTING STRAP AND NTS30C 30 MIN 2410dx1Ya 1450 1450 1245 124rr �' gG F6s�ieners^"'- �- ,. $PF7�F � � 4.--W �._.. ANCHOR ALL ROOF, TRUSSES TO WOOD BEAMS WITH HTS 24 ADD (1) MTSM 16 W (4)1/4" x 21/4" TAP CONS. , 4tedkt . ; tip psi; Bens ,, 'N ;,ANCHOR ALLROOFTRUSSESCONF TRUSS DOES NOT ALIGN WITH STRAP PLACEMENT, AND iS GREATER THAN 1 AWAY° USE (1) MTSM 16 WHERE _ _ _..: -.,,_ _ ...... -.: AHaw6w@ c WITH HETA 24 T 7i C �{�� _ y/� /� .. Alas 'riam@OO tpd6r, Upl 16 UPLIFTS NOT SHOWN ARE LESS HANG%50# W W TRUSS STRA4. S # f P How for UPLIFTS ARE< 500 # AND (2) MTSM 16 IF UPLIFTS ARE < 1,000 #, LGT2 1 2 I 14•t6d Slaters i6-i6d Sinkers 2050 1785 1 LGT3-$DS2.5 1 3 I - 2616dSinkars 12-SDSY4"x2Ya 3685 2655 amaa@iwractuano - LGT4-SDS3 1 4 I 30-16d Sinkers 16-SDSY4x3" 4060 29251F( f ; t 3380,:` oatreWa z q H ._ _...._ _ __ , _ .-_ _.__ _ __. s�:: _._-___:�:. _, _. �:„-_,,,._.::� . _ _-- ? 3 2 mm - .t•§6 . 16aSDSYa1t3" '4�19p 9555 i ° �u V% 32:5D& 3 : 1$5 51 GAVIN b r1 Wile, AII@itrohiet.ateral_... • BaDt,., •<.. - w iaaiet rutenedx% ANhamMBUpIiilLeads, LeadslQplSp/sPFtHF) ,l 2 "min: 1=%' 16-Sp.SYx3 F2 .'- $' 2 IRr :..`2-6'e` - ' 12•$D$Ysx3" ,-: ;, „79 HOU Trnse ' GflIU : Conct@te, HGT2 1 2 i 5a/4 2•% 16-10d 10980 6485 ! U.S 12�,495 MTSMtB ent 16 7-10d 4•'/4x2Y<Titan 4-Yax1547ften 860 86q 760 750 " ,HGI*3 :�' 1 2 .73ffi a2.34 18a0d ,,,: 9035'<. 8yl S • r#A � ri MTSM20 20 710d MY4x2et Titen 4-Y4xI3A T 1dm 860 880 750 750 2851NG7.4 1 4 �_21/a 16-i0d 9250 9250 �0 HT$Mt i6 's-10d, a ik Theo 4-+Axl%Thir ` 02a tg2o ;': 385a HTSM20 20 1010d d•l2x2 'f7t@ti d,i&x13'aritan, ..<.,^;. _ `':T 2P1 ..;:Y HOLDDOWNS # 15 ® ' i �' MoistureWar L Ev -i ' modeP € olPnensians-____......_..._ _ - .. _._ ..-_ Ho. - tie:. - 'H + . j MTSM2t Typical MBHA3.12l9,25 1%e 3% 1 MBHA3.12111.25 ION 3Ye 11% Installation - ° " 4- r ;. x Minimum one M8HA356/725 1Y4 We 7Y4 Po n re 4bmtrari@ca�d , } _ T 4 • I MBHA3561925 13'a 33Vs 9/° .AeharMN. not. 1` %P• ,. int@Pcourse - - {( t redder! MBHA3.56/11,25 1a/a 341e 11Ya ti. ti MBHA3.56(11.88 in/a 3R4s 41"k _ MBHA3.56/14 13'a 395s 14 ' �' - � •% ' - - MONA3.56/16 14'a _ 3e/ie 16 kiT3B128 MTSMTB : ,. MSHA366/18 t444 3% 181 1 TRUSS STRAPS # 1� QFrom edge ;!A45 J725 244 `5 7Y4' Ham./ WHA55A 12$ : 2ftJa '5 11Y4' : I MBHA Typical MBHA Installation Mf#HA5 50T718d 1 2t4 5va' itT/a ; i -.:' 'AisHit550Ma -� 2e✓+ 51fr:1 'td ; __ . I•- : 5WM6 za< 5% 1 a \>s0\11allll//s� No- of Fast6itets Aff"ahid ItttLe6 1 x%` 2y& _ 5h S Mad9•Ba.l'r.. .lily,' :;'P G -t TaW:R: s:'.,"'.v;4'PP ,o ....,. LG72 1 2� i6-i6dSirdBr . .. RFa4Y[Tiient0 .. _.:2150 065 \ „ �a ilia `'+ 1 `u.......o00®i LGT3-SDS2.5 i 3 Ply 12-SDS'Rx2Y� 4-36x57iten HD 3285 236r> Fast@RBrsf- LGT4 SDS2,5 1 4Ph 16-SOS "4"x2W 4 %x5 Titan HD 3285 236rt �iNadai ( _ ' 4®° , a°9 61 �o � s - I Z mm.:^�: 6SOSYax3°.": i:-Box:-: ^'*'., i° ',:l•; =No Read@r '= J t1 (;.ot a+' ,. `t ., - _ _ e A # )'°,h)GCI ® :.l[&T -?•plY min. - '.32 SDS"x8": 2•q'az':` =� •n',1 �-'`i `517w4 `' i@p f9 s `,�, `:`4�. i° 7� a�u w�'•i i . 41P, o .,°j g� �•�; ay - a 1' ;96•SDS,I/ - 1-A''* .":16 -1 �- l MBHA 1•ATRiY° t-ATR3's° 18-10d 3775 6050 3d75 6330 . vGT4fit 2ply min 4 T i 2 :;.32-SD$la"X3 - 2• a.,,.`.s5 �, , ,. '39 t'>p. MBffAmod@Is 1-ATR35° i-ATR6'ie 18.16tl 1885 4380 t685 4380 I a4 � 1 ^ 1s•SDSYa"x3" 2-Yxx5TitenHD 5000 860� ; - i witaH=77u _... f _ ®A ,b �° °W� - FGTR 2Aty min. �' •, w 1� \ 2 36-SDS'Ya`x3" 4-YkxSTltonHR 9400` (i770 �. . oi IPIIjkO \\ ' "FGTRRL/R 1 2 min. 18-SDS Y,"x3" 2-3§x5 Titan HD 3850 277ti FGTR Shaded Pending MASONARY HANGERS # 16 Shaded Cells Shadgrouted end ,.-•.. .... __ - _ :. grouted and r" ,udDar _ .. reiniomatl P,et Desi6ner(mN.) _ _.. _ .. .._..-,_.... ... ..._ _.__ r i E . 18`tahr. Timm �ry _ � 3, R 7 /ram _ ! �� Q 1 from end of _ AA M wall s, - _ - - 2 - washer �. v - Supplied a 16` Mm. instal! 16' Min finfull . ' • J nit � � � W u from end . , • • tg finery s of wall othiNaa - _ "' - p k' p, d7 p z nor the no or the .... - - = '- f. p - 1 e .0 , N 8 •C T `r Typical FGTR Typical FGTR ta. a t Single Installation Doohle Installation tor ` 1 3 N P� Ali Ui n „ 4/ -... - A6U44 ABE46,46RO and 66R N , � HOLDDOWNS CL # 11 12 (ntl�ressimd�r) saPAladwdtwasher. Ij washer - = Q tt-t le 2LoadTtandular HDmBo�DDlied ABA44 1s sued -- - - - ., J (otharsizos ,� ° Available 1 similar) 1Y W Early H U.S. Patent i o p 5,333.425 ,/f{?° Oggji 6. 'HOLDDOWNS # 13 _ __ --------- ALL j ��,'� t'I„�If��B(N NOTES: 1. ALL FLUMDING FIXTURES SHALL MEET THE REQUIREMENTS OF 3 ° - COLUMN BASE # 17 ; - TO BE (NSTALLED IN ACCORDANCE TABLE 6O'4.3 F D C AND WITH 5ECI ION 405, F.B.C., ° Load �aat 4No.am ataa Aaa6 ` Madam : 2 PIPE 50NG & LAYOUT TO DE DETERMINED DY A ALLSIC gal! asa t�i 610 Rr% L15CEN5ED FLUMI31NG CONTRACTOR PER LOCAL CODES. p�Mtler ABA44 4,4 18 16 9Y" 914 31fa' 7 Italia aa; v'., fi not CL raE4a ax4 is 16 n au a i� sw 3. WA5TE FI55 PiNG TO 3E SCHEDULE Afl. 5 fY ABH44 AIM 16 tx 341a s 5u t % 12-16G 2 sa rmo� z1' o 6665 4. ALL HOSE D{Df35 SHALL BE FURNISHED W! WATTS 8 A VACUUM �'I�@ .COpy f av, "a" ABA44R' H4xQ `t8 i8 A'/re ill.2"A1e LTT20B HTTs HTT22 ..... ASEa4R . RgH4z4.: "t6 i6-:4, 3x zee - lk'' s-ltid- ".4C@=?.s " .0 ( DREAKERS. LTT131 (LTrtBsimilar) (KTT4similar) (HTT16similar) � CPj . k ABE46 4x8 12 16 3N+a S/�a 4Yts - % 6.16tl - 8t0 7335 5• , ABA46 4x6 14 14 3e/m 6i44 3Ya -• % 8-16d - 700 04S5 - - - FURNISH & INSTALL SAFETY DEVICE FOR SHOWER ` tdTT288 . ..Del -^'• "_.- _.:""E,-. A8046 4x6 12 i2 3%s 5 7 2% % 12-i6d 2 % 230a 23� 10335 ...-....-__..__.._ _--------'- -.... 16. 4ue SIN We •*':. 4f " 8"i6d' `-'-- z -� f --.. TEMPERATURE CONTT�OL PER STANDARD FLUM15ING CODE 1810dxivz 3610 � _ _ < HTT4 11 2Ya 12a/e 1% %a a'e �- I8-Y6dX21h 4235- 364D 0123 ABA56 6zB 74 14 514 5Y4 3Ye - % 8•i6d - 720 i1�65 ? '°` ttTFt$` 11' L35 J i4t ?!9e A%''': 1s•16i2F 8400 5.124 A8E66 bk6 12 44 54 57s 3Ve - % 8t6tl - 90A t2000 26-10dx1Ya 4350 3740 0.120 ABt166 6z8 t2 t0 St4 5 6'Na iek % 12-!Bd 2 'h 2309 2300 t2006 t HTT5 'it - 2Yz i6 17U >is f sk 26-10d 4670_, 4275 0.116 l ABA6'6R - R6H 6z6 14 14 6 5'-/ia --27h Ai?r' 8•i6d - 0 ``� , w+• _ ABE86R iM3H6%5. 12 14 615e SYw :tide %'..'. BA /2000i 26-t6dx2Yz "- 5C9U' 4375 0,135 t ax8 14 12 7'h 7 7 - 2•% i6-i6d - - 2320 24335 - - 3580 Q.152_ >:: At-MW AM US 14 12- 6- Y 7 2e9E t6•i6tl <' - `'. 9•t336'J; . FLAME SPREAD INDEX FOR WALLS & CEILINGS SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN 200. - SMOKE DEVELOPED INDEX FOR WALL5 & GEILING5 SHALL NOT BE GREATER THAN 450, Zi cow' � � F-Y1.4>r- FLAME SPREAD INDEX FOR INSULATION SHALL HAVE A FLAME 5PREAD INDEX NOT TO tJ G4tI �1Lt EXCEED 25 WITH AN ACCOMPANYING SMOKE DEVELOPED INDEX NOT TO EXCEED 450 W rii_ t117 WHEN TESTED IN ACCORDANCE WITH A5TM E 64 OR UL 123. vwas°alnlnn�r eier�gaaax ......., . TABLE R30Y.2 7 _erocattr weEinaae cmF CLIMATIC AND GEOGRAPHIC b�S10N CRITERIA ( j PfND9.tKtlltWflrTlePRfite<0.,dlD su.1F61 ao�NB�tFinrn€SeaaHrnsatara�.. _. _..,.c.�...wa.,.,,, .. / -" 0't$ ; �: 'NF� r r ,r.xtnme.«n u,,. saon.Rw+R "' aortaeafs�.- TO :.. ,'; ,. �t sr�naff �1 �•/'�l.j2'' �}(_..,.. I \\ \ COhIG_ FL,LLI, '.[% `'L\ I I ""- - JGROUNDIWIND ,; SNOW LOAD DESIGN SEISMIC DESIGN CATEGORY' SUBJECT TO DAMAGE FROM. WINTER DESIGN TEMP. ICE BARRIER UNDERLAYMENT REQUIRED n FLOOD HAZAROSs AIR FREEZING INDEX r MEAN ANNUAL TEMPI - , ,. y�j� Ml r ■y'�) _f (11iI i{1tt ! !im +,� ' /" Y+. 0E t��' ': .. i1111 }+ �. r - Speed' (mPh) Topogrephic effects , Weathering- Frost line ,- depth._. Termite` NA See Fig. R301.2(4) NA Negligible __. NA Very Heavy _ NA NA NA TRUSS FASTENER SCHEDULE ITEM # CONNECTION FUNCTION SIMPSON CONNECTOR ID ALLOWABLE UPLIFT FASTENERS 1 ITRUSS TO CONCRETE META 16 1450 (7)10d X 1/l/2 2 TRUSS TO CONCRETE HETA 16 1810 (9)10 d X 11/2" 3 TRUSS TO CONCRETE HETA 20 1810 (9) 10 d X 11/2" 4 TRUSS TO CONCRETE HETA 24 1810 (9)10 d X 11/2" 5 TRUSS TO CONCRETE (2) HETA 20 271S (16)10 d X 11/2" 6 TRUSS TO CONCRETE (2) HETA 24 2715 (16)10 d X 11/2" 7 TRUSS TO WOOD MTS 16 1000 (14)10 d X 11/2" 8 TRUSS TO WOOD MTS 20 1000 (14)10 d X 11/2" 9 TRUSS TO WOOD (2) MTS 16 / 20 1500 (24) 10 d X 11/2" 10 TRUSS TO CONCRETE- MISSED STRAPS MTSM 16 860 (4)1/4" X 2 1/2" TAP CONS & (7) 10 d X 11/2" 11 GIRDER HOLD DOWN FGTR S000 (2) 1/2" X S" TITEN HD & (18) - SDS 1.14" X 3" 12 GIRDER HOLD DOWN FGTR 2 9400 (4)1/2" X 5" TITEN HD & (36)- SDS 1/4" X 3" 13 GIRDER HOLD DOWN HTTS 43SO (1) 5/8" X 5" TITEN BOLT & (26)10 d X 1 1/2" 14 GIRDER HOLD DOWN MGT 3965 (1) 5/8" X S" TITEN BOLT & (22) 10 d X 11/2" 15 GIRDER HOLD DOWN MGT / W HDU4 & ATR 3965 5/8" ATR W MIN (6) 10d X 11/2" IN MGT & (6) SDS 1/4" X 3" THRU HDU4 HOLDDOWN 16 MASONARY HANGERS MBHA UPLIFT 3775 / GRAVITY 6050 (1) 3/4" X 5" TITEN BOLT IN TOP & (1) 3/4" X 2 1/4" TITEN BOLT INTO FACE W (19)10 d NAIL INTO JOISTS 17 COLUMN BASES ABU 66 2300 (1) 5/8" X S" TITEN BOLT & (12) 16d NAILS INTO POSTS 18 POST CAPS AC 6 MAX 1 2500 (14) l6d INTO POST & (14)16 d INTO BEAM UPLIFTS NOT SHOWN ARE < 750 # UNLESS OTHERWISE NOTED, MAX SHEER IS 300 # ALL LATERAL LOADS ARE LESS THAN 400# UNLESS OTHERWISE NOTED ALL INTERIOR ARE NON BEARING UNLESS OTHERWISE NOTED ENTIRE ROOF TO BE NAILED WITH 8d RING SHANK NAILS AT 6" OC FIELD AND JOINT, UNLESS OTHERWISE NOTED IF TRUSS STRAP DOES NOT ALIGN WITH TRUSS PLACEMENT BUT IS WITHIN 1" OF STRAP, USE EXISTING STRAP AND ADD (1) MTSM 16 W (4)1/4" X 21/4" TAP CONS. IF U DOE NOT ALIGN ITH STRAP PLACEMENT, AND IS GREATER THAN I-rAWAV, USE 1 MTSM 16 WHERE UPLIFTS ARE< 500 # AND (2) MTSM 16 IF UPLIFTS ARE < 1,000 It. ALL ROOF TRUSSES TO WOOD BEAMS WITH HTS 24 ALL ROOF TRUSSES TO CONCRETE WITH HETA 24 NOT SHOWN ARE LESS THAN 750# w' I W co�L ca 3: a 'ie ~ 0 �.✓ °�' J Z v©, , C9 • `s . to y P�d��l� allllllt�. E W Ou a `` m P'1 M v QN1 00 //EE�� 'z . a n cLn o w UJ �: t1 .. s i iv I H ' p� k�4 alp. 1'11-3/4" J2 J4A J6 D1 D2 D3 fN OF IN T) I 21 L TO 1/2- FROM BOTTOM , CHORD G�r �' _.....,-._........ ......._.,..._...a.I.w....._...............,...,. C41/)IC »»_.,..r.,w....-....,.....e... A Affjll Irwin ."16 ,2 17t13-114 EJ3 ire NOTES: 1) VERIFY CLOUDED OVERHANG DIMENSIONS. NOT PROVIDED CAN PLANS. INI--__, , 2) VERIFY OPENINGS FOR WINDOWS IN Vr V81 & V10 GABLES,, SEE PROFILES, INI B DESIGN C."RITERIA _._.._ TOP CHORD LN'r LOAD 20 TOP CHORD DEAD LOAD 7 BOTTOM CHORD LIVE, LOAD NON -CONCURRENT 10# BOT'i'OM CHORD DEAD LOAD 10 TOTAL LOAD 37 DURATION FACTOR 1.25 WIND DESIGN SPEED (MPH) 170 ASCE 7--10 CAT It EXP 8 MWFRS CLOSER MAX. WALL HT FOR WIND LOAD I3'-8- HINGLE 1 4" NOMa —3/4„ 6:12 ---3/4"GAP SQ CUT CH 2 4,,.R TYPICAL. END DE I AII_. **UNLESS NOTED** REACTION VALUES ARE UNDER 5000# UPLIFT VALUES ARE UNDER 1000# ALL TRUSSES 24"o.c„ UNLESS NOTED OTHERWISE ********C,AU TI ON******** DO NOT ATTEMPT TO ERECT TRUSSES WITS~!-- OU'T REFERRING TO THE ENGINEERING DWGS, IT IS NECESSARY 'TO REFER TO THE ENGINEERING DRAWINGS FOP NUMBER OF MEMBERS, BEARING LOCATION, ORIENTATION AND WEB BRACING REFER TO WTCA/TPE BSCI-•B1 SUMMARY SHEET FOR HANDLING METHODS & TEMPORARY BRACING, WHICH IS ALWAYS REQUIRED BEARING HEIGHTS BASED ON PLANS PROVIDED TO SCOSTA CORP, "+/--" REARING DIFFERENCES SHOWN ARE CRITICAL, IF ANY I-IEIGHTS DEVIATE — INFORM SCOSTA CORP. %IE.ARING WALL &- BEAM HEIGHTS 01-•011 ELEV. .=2 !� ELE V. 9E � _..= ELEV. ELEV. ELEV. r' ELEV. xa raxza m ate+ ELEV. 4f t444tt4t Mt4t 4Y!• TYPICAL HANGER SCHEDULE c HGUS 2.-3 OR ITW AHU 256 �! OR�ITW AGUE e PSON -3T SIMP ION HUS 28 � t SIM42O LOONS 48 / OR ITW AHU 26 Q') �')R, €TW AHU48 E€ J SIMPSON HGUS 28 P SIMPSON LUS 24 OR ITW AGUS 28 ���OR ITW LDS24 r['1 SIMPSON HGUS 2i3 .2 R` SIMPSOF'I_ THA 4.22 0OR 8TW AGUS 2i3-2T OR (T°'04 PSO OR ITW H6 OR W MHJT'JT HANGER VALUES HAVE BEEN BASED ON 16D COMMON NAILS EXCEPT THE FOLLOWING LUS24 - 10D COMMON THJA26 - 1OD x 1-1/2 *******ATTENTION******* APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN, VERIFY DIMENSIONS, PITCHES, OVERHANGS, ELEVATIONS, CEILING & BEARING CONDITIONS. SCOSTA CORPORATION IS RESPONSIBLE: FOR ACCURACY IN ACCORDANCE WITH PLANS AND/OR INFORMATION PROVIDED BY CUSCOMER, WITH ANY DEVIATIONS NOTED HEREIN, CUSTOMER IS RESPONSIBLE TO VERIFY ACCURACY OF INFORMATION AND PLANS PROVIDED TO SCOSTA CORPORATION; AND TO VERIFY CONFORMANCE TO FIELD CONDITIONS, AND/OR OWNER CHANGES, TRUSSES WILL BE BUILT IN ACCORDANCE WITH THE f APPROVED LAYOUT. APPROVED JAN O 31010 APPROVED BY: DATE: — REQUESTED DELIVERY DATE _. xu 3`"1 JOBSITE CONTACT NAME; __. _. ._. e.__ e4--M2-7 PHONE f: 7 E-MAIL 1 / `= V-O° WOOD, STEEL OR TIMBER ROOF & FLOOR TRUSSES COMMERCE CENTER DRIVE SEBRING, FL 33870 (663) 3 5-8242 VOSSEN SILVER OAK DR, OF File Co FT. PIERCE l�Y * M' oMw M ELECT MALNorte: ` 1. CONTRACTOR SHALL VERIFY WITH F.P.&L. THE LOCATION OF SERVICE AND SHALL LOCATE METER & PANEL AS REQUIRED. 2. CONTRACTOR TO VERIFY WITH ELECTRICIAN IF OVERHEAD OR UNDERGROUND SERVICE 15 TO 13E INSTALLED. 3. ALL WIRE SHALL BE COPPER UNLE55 OTHERWISE NOTED. 4. ALL WORK TO CONFORM TO AND SHALL 15E DONE IN ACCORDANCE WITH LATEST EDITION OF NATIONAL ELECTRICAL CODE AND ANY APPLICABLE LOCAL AMMENDMENT5. 5. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN, RISER DIAGRAM AND LOAD CALCULATIONS AND NOTIFY BUILDER OF ANY 015CREPANCIE5 OR ERRORS PRIOR TO INSTALLATION. 6, ELECTRICAL CONTRACTOR 15 TO SIZE M05T BRANCH CIRCUITS. 7, COORDINATE RACEWAY INSTALLATION WITH OTHER TKADE5 PRIOR TO CONSTRUCTION. 8. PROVIDE D15CONNECT SWITCH OF 51ZE A5 REQUIRED DY LOAD & UNIT. 9. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER SPECIFICATIONS. 10, IN KITCHEN, DINING,& BATHROOMS, KECEPnCLE OUTLETS FOR COUNTER SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(A), 11. PROVIDE ARC FAULT BREAKERS FOR ALL BEDROOMS. 12. ALL CLOSET LIGHTING SHALL COMPLY WITH NEC SEC. 410.6. 13. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS AHEAD OF SWITCH AND HAVE 5ELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY, 14. PKEWIRE FOR GARAGE DOOR OPENER 5EN50R5.PKOVIDE PRE - WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN, PROVIDE PRE - WIRED TY, OUTLETS FOR GABLE A5 SHOWN ON PLANS. 15. CONNECT #4 COPPER GROUND TO NEAREST COPPER COLD WATER LINE AND FOOTING STEEL AND SECURE WITH APPROVED 13RA55 CLAMP. 16. RECEPTICLES SHALL BE 15 A, 120 V OF THE GROUND TYPE 0 12" AFF UNLE55 OTHERWISE SPECIFIED. 17. SWITCHES SHALL BE 45" AFF UNLE55 OTHERWISE SPECIFIED, 18. LIGHT FD(TURE5 TO BE SELECTED BY CONTRACTOR, 19. DEDICATED CIRCUITS TO HAVE NO MORE THAN 6 DUPLEX RECEPTTCLE5. WEATHER HEAD 2" PVC OFFSET — WITH (3) #4/0 THHN AVOW rF 200 AMP Gu PANEL 200 4/0 DI SERVICE CABLE 2" IMO OR GRG WITH WITH (3) #4/0 THHN ALUMINUM L=i �-METER #4 COPPER -----GROUND TO 5/8"x20'—O" REBAR EMBEDDED IN FOUNDATION (AND GROUND 5/8'x6' MV. DOWN ROD) 50VE GROUND ELECTRICAL RISER DRYER 7 S AC COMPRESSOR HWH 4.5KW #SO 3OA/2P 9 10 20A/lP #12 1.5KW DISHWASHER HWH 11 12 2OA/SP #12 1.5KW REFRIGERATOR SMALL APPLIANCES 3.0 KW #12 20AIlP 13 14 2OA/1P #12 1.5 KW MICROWAVE GAR DR OPENER 1.0 KW #12 20A/1P 15 16 20A/SP #12 1A KW GARBAGE DISPOSAL BEDROOM #2 #14 1SA/iP 17 16 15A/ SP #14 1.6 KW CEILING FANS @ .2 KW BEDROOM #3 #14 15A/iP 19 20 SSA / SP #14 2.4 KW GFCI OUTLETS .15 KW MST BED #1d 15A/SP 21 22 isAJIP #14 4.5 KW EXT LIGHTS @ .S KW WELL PUMP 1 2.0 KW #12 20A/2P 23 24 2OA/1P #12 1.0 KW GAR OPENER #2 25 26 MST BATH/ CLO #14 1 15A/1P 27 26 15A/1P #14 6.0 icw GENERAL LIGHTING 1,995 sf KITCHEN LIGHTING #14 iSA/1P 29 30 4 �w El +t l I�oJ M r e 0 i I