Loading...
HomeMy WebLinkAbout3088 Kresterbrooke LnPow DepwrnwddBwkw"aPlob"laldRapAS60 flaps, PbaaDaparI dBuikMrtaPrabWoldPAVAsOw R'IMMS Fbrtda Daparrlwd d 8wYlaes ProNarwld RaaLLMon weA I r, FI1IkM Depwrrwd d ewiwa a ProNaOialM Repdalbn eau" Coda and BrIrlrMa VMS lk"Il GOON and Btlndpllde BLridrLa coaae ERd srndaldhL earl. w"r t BLMiIdlna CadN wId Btwdwdl ,... Pla►dllatAppPaPd Applyd- Dar WodretApprowi Appleatlon Ddal pi Approval Appl:1111- WON PpTLdllelApprovalAppladbM Dwa B11111la11 Sees 111kX art air alrar�E ar1 nuaet Spur Aloes are ar alltElarE art 211111111011111 rode loware atr aprr'Mr11 air a0r Yl1Ldt art are aare.r. air an HOME L11r�t god lereia:r�. Murwat Mlfrrd rMMred eGANOW "no elE be HOME 1flMraraR 9E10 edaRLALwr Matlrlldat M1taaLr 111101110 90AEmd Anond e1. DN MINN leuaaratrrr Hrlrrdrt Maitre 11ra1rd 1laAlaoE 111111111001 man In MaMr irw.L as A MEltafrM Mal2111M MrAaA larrlrA MUME1E Asp era RAMYsa WIT 0Wdit ra/MwMLftft lbi JNMmd van wonsawnin aw7Ml.w w t1HOW 101000017 tatuon Anw W FWMAW On OWN PAArrw PN*Aft LLC. 7w RdwmN1 Vmw.%ITRJL.Pi AMW.ewrMY.Pa 400010f7 MUSLIM 001114017 0112017 Appawd RAVOW am QMW PN600 PndAW LLC. 7b ISA AMI VWAKA.TMJL.PE Jdwwla MMik Pa Oaa00m17 004112017 0111001, 121120017 ANN" Afth" M7 A1Aw.Mw8MNSaSONw IRWIN d AMt61Wwd1.PA 'FArXMMv.PE loomow FAA" 0atlamlla Rwaa ppg21a-M srMw. LLD. 01001401a tlmtAa-tr ahON, pelHaelxta P944w7 OM7724M orlAr7:errr. paeq►Teme Pbrtp pag77aeE4 trNdrr. RmdlNm MH1712.rea PesaomeeAa pe11 M74wp 01A0rr�gl amm- ift aiw.aewmarNA/.r aalillrpla awwPa-AN atumhmNeMyOPpM.OW aadrMm'rplwN.Prr. t1NaeYMwnreppmMtaan MAOa11�Pi 81ew1PaaW nMirbOMrawkwMWa o.mMwwRlaweaa.mw1MIN 61NI w oraaNSaW oft awknewlrpatlan a eMdlr �P4atla tirMmew rmPae/wnm oaftnind Prdedbwbame. Asir P1dM rAplaNrYAwINdRa Lwmrd PNdAa Pwoda-0« PWa�AyIYr�M {J�orw PtObNNYf PIOIAAaIwd �OM1MaRRaLASerd PYNsS 1MgVw arrLdRl_t AEEM UKAR Aa1REtrtflt war a" ° 11+'11 BAMUNUblart aaa! bent 111111 mar Lalai Strums ratLrM br aaarfaeMEEe AaasrditlYa Aa_drLlra bewil; aME a 111LAs iE da_drtLra A1o1suffiae war aME 2wW1AeesE A_MAf1LLre A_eOLaa M> MUIR as aM-10m-aNwi-mlp;aw RKPMM-U*Mp.CA 10640" Me w- MA MR bu KIM 9tr11ILM aEwr Ddera W ANN" Bellins 11t1 D11eMa1111111E � lldmi atnr1e111s Aleut, E11rE 1 noweem"hde"sawMPNNNSMSe calMlprdaml.Ydaw erewr PANAN wNNAa 120112010 «rdm7YadwrpwMdemwtwrpwSSe► VIA Yr TM MR 2 aaaearrYdeN.laleaa PaMNN.eIYIa CwgNddaaw-Ndaweawl Per.N Narwd last $ «r167NwmAbpwnrl.rtrMmpwraNM4 fa VIA Yr OR 1 22004OWN1109drNY-swaNam Part 221PAWW flea OmNwNmd 0YM0bnn RNNN 120w N No 7NA Vr NA a1�ttLllr FkAdlu DalwA►wnt d s1wYw" a PpaNaalolw Raltdal N 11SA I d I Buldna Coda and Suer daPdt Iwmw PPoded Approval AppkWm Date! silks 1111111 »I� Dva M�ulaa ff.rlr.t llu M ININKANaetE Mallndrt > ld rw°0ird 111111114100011 amom lYta RwNlr 2w RV.artlq cagmrer amwP m L amrRlalrN IOa a► WN NNNL LLC Wa MK R- MYd, M MOM? 0001110 7 00Rtlatl7 Appbwd , - , ibdwid 0 maan.lY 0/71e044n (. MM-4el7 aMRYNpp7hwaSaw s1lAYratmMsam mw Pw ataaasl *Gft rApataaea 6ALYOIM1i Baal O1MMLalrdera 91LraMlErrEaMa rule w arram 1101110111 L.IE 1 ITa1aCOMMWIawr WARS 1ptanpAS and Paw - Saw 1201111011! Vol YIN MR Rat F 9 Daparrnwd d BwiNa a Rdwelald RagAdkn BaadYla Coda and 8ttndwde PMWApprovd AppftdbR DsW PAoldt ,MAPS DAM mE Star ANIOL Y1M1ellr1e1 31r 1111 1 111 ANI r1M ft AeE erR rar1Nl MY riwod aCwaNnmramhm amldLaeN ICC Wooden a-AIIw. LLC VNIM aL RNiAH 0UIra/7 11012017 06dum7 Appwwd , , - ,:amRamdtlls =AA (wMOMTS W441.1M7 add iewpr Thr PNb dwwrmrwistamin O�wlaNrm�MOar tmlealaew- 6AllrllfEMrr a111LdMIaEt AINNOLWA a AME MAelrt am own f f andoululdiledoEXAM 21111161101101111111 9eruMladeurlarr !Simi 911011 i lRrrr b_ 2 RWisoom" wwPows MAW CrNmwrPNw tanum vas rr Iva NM alrtlrli AwMa DapaAlrwll d Bush" a Ploleeda el lta ulalbn Bu&- A Coda and B1Nx- , NodaetApplovelAppaOaUoa Data P-er, dl lame BAfI� Ilan Dr1 M1dE fh11110M go" ae16MULLi.aa Malr111M Mliiea read � Amm a Arta RmnlAime Of IIWM/aa/twalwYOMM. aweL"b ILxanbdwaatdI LLC VNIMU,P WKPa aYwRBl7 0R/7AIW ow2to T Appeal OaYArr.elamd CaOpwrN 18-THela41011 1107HMb1917 aA6L11Nprpr TnN-PIAYA .mNe awYw�w � RIeNNYan m 6l�O1MI� 1111 lr0lMaeWea aedMrelwaMa am= 9MMrJmli 111101111101 n u b t1wecaPONTndrl udd CarAMA-, Pub issu Otl %W Yr MR Mel &UNIL2 rr Fkllda Depwtrnant d Buerw" a Ptokub RlatMlalon Bu"Blq Coda and Blwdrds Prodaal Appeovel Appl"tlor Dotal Rat• d, MIME 8dl� go Mail 1tMra 1RMdlewt go" i�mmILAL M lined a 1101110101 11101111101 11MA1111019 MOWN Sri RmddM SUIT rrwod 6p Cmw wmoawmPeL ela.a Lwb IaC awYMwaminNm. LLC Warty R REARL Ps CWHO017 1810720" 4 ROW APpMwd Crgwr owd"CamaemNY (M "1104711 (Mart.iail P TOMPYNs sNNNrmwmwaam Ommaa-reamSwt lliNemm rmuwdeema AedAltaAaerweagr aMlllrset dEERfrttrt AarMEAfttra war are led O�Oraarw aewr�NOrl Mimi 9rrrJmi a1rrLM m111E 4 llWec9Mw -Vw w WAS c-Nrmwpub IaAtAoa2 Yr Ya- r11 MA Lwaataarr Fkrklo Departwil d Bustle" a P7allindmo I Rapda01 &aft Coda and Blwldrab Product APPaval Applledlon Drat Pala, dI NASA Pow Depwkrwnt d Bwrwa a Prdealolld Raadalan BLtll w Coda and BOrdaldt ProductAPpnvd AppNAatlal DOW Rta Ill /wcw Flw D"MIMmt d &Aka a PtobNWW PAPAO n BLAkArlp Cods and Btandrde ►rOd110t Approval Appftmd- DMI pp, rI +Are Rur Dapntiewld of Buelrlaa s a PlabwkmW RelpAie n Pep, d, Buldrlp Coda Ind BOrdwds ulaem Product Approval ApplicsWe Da111 SADI[i1 ar 111111Lat Alt Ara arlalara are L9 alai 1111tR are no 1111 M 11e1 are OYtltdD Ada NIN r are are aL11Lr 111 art !! aft tYalLtt Ara art arlerrel arl Dar HOarN lttaarYle now onbmffALwr Haululul t H1E1Yl 111e11111d 1l1AErd A NOW erR Dar Hrrra 111aed11IaR 90e1L a1wtAHeara Yr111 M MuweA 111110111111 !laAaerrt AE®sa son Dar mu" IlalarEse ataad learraulunt M11lMldrt Me11Md 1EMr1/ EI LA01sn1 Ammod err awl MEMO IarerlrrM 900111 aloYlsaLlllEa MdMdMM Mallrr 1101011101 ffiAa1sr1 AMMRd 1111112 MASON WV rOml-a use's , D&MVM 10CNNOm me wr.LLC MCC Baku"6Nb. Imam? tO 41111 7 1011O017 Append PAIN" sw URMkbd *Ms bL D"IMIA ICCEa1NAwardCs. t1C We ANdw aeSNa INIGEW WORM t0alffim Appwwd rAdrs NIT !tram Nawim, NL onmvm ex EVrNaal OWN, LLC WC DAMON Soft Iww2w 10111017 1021O 7 Appwdd r WdN Ell Safi N6NMN, mL DalMWjd IOC ENINSe,LLD Ma haeNMlrinb, 101007 "How" ta?Jam ARWNW 1blNl 40o oneatie00 � capew Yeo"QuamnN pW r1.No I.LC. baaANarpTimAAPamwA "Pww pOq n"M elwaa0Aam41 Thws Oi,� OM AN+MIb row tIMtl00 p14 eraal0 tlaaaNrarler! aww.rw pNpat tar• oNepaworlMA! alNlrawrAPN►Ilan A AAwrINAaMMk awtt/wrNprtfan m �Ttwi� aaNfemrAMAaNd: aremMAw rood eana PwwLLawmMdwaMy tNms.reLnr.ew Rwlr PwadawmMrw anay 81DR>IIDMiptr 9artA1lMEea AErldrClYt AM0101AWY1 um 111111111 8lrrt AdIKAElaN1 AMEMrl1WE A ORMUKAN J M Boa dY1N�D11rMr 91r111AI1rae AEerldrull ANIMMUltHlt war Stew HA�Ieeualrl rMrLneeERe ArleadLfillta dalMr11111dYa am aplrr fur! 211MIMaeItlIM1a 21111101AN111111LINIS 91r1t1lA'Ji arrrE DMua 1012 A MardEla 911uMduruw9Ml !•Ella 9lrlrlmr alMlrr OVER Ala! OOMMIOrrrlla Orratlerrllaara KIM 91rre_ 11111� BENNIS Bag balalaaaldrla alefMMlolrl1a911a 1111w rdisumt 11 11W Ea 1 M1$" 100a. MAAPrm4m ammaeel amrmmeratrpmw OWUNIPS Vr VIA NA MR 2 1R10 140sliva" -rNrpMM OWN= Vp ,IS rat VA b 1RUIw 1aaLly08mAeaaYINAmNMmstbr oft ou"MRS Yr YAA MA MR 4 um SOaa muratr«dRpyw OtAMROr Val V6A MA MM RAMtOdrl ARMtORr ear�11 -- PI1rwe Depwrlwnt d BlMrwa a Prolawilm Raadolm &1MdI1p Coda and BandRda Prods! Approval AppllaYor Dell pp I etl OA.Im Pow Depwrrmd d Duiwa a Problo nil R11ada1m team IdI &Aft Coda wtd BOndRde ,Are Produ dAppPovd Applcedon DaOI Flap da Budowis &pot Coda wda lleadal011 P"sial 100011 Prodrat App-#d Appked- Dart Fbrlda Oapwflwld d BuN1Iaa b RoreMalM RealdalAn Pmp., a, BLpl6pCoda.ndSta1111rds ,Aanm 101 Apllavol Appleatlal Daraa tHAIfIf�I ar a.Lti 111111 an 11111allu w are OMOitt>ti go asks Ara alit aLrands M ,� ar saw a1r as NOWN1ia Ara ,1.�1 a. Asku Will mr alllbs" Apr Do Me.w .r.01K 211101 11dErlLIUM ML1dMErt MEtla. 11010111111 MICARI 1E1 AE"Md er. Dan 11111112 rlr.atet a" E.EtalrrE MaLtldErt MINIM 111110111111 ffiANN1E1 AErMd AMR PM Mlaala aRiaEt all" eraMaLLrEa Murat, ML1rrd iMaia 1•alacRM Alaaard err aMa Muir 111a11M1Et amtl .ar.tALwr Mrlrrdlt 111110110 110101111111 911AMEN ArrlMd AIRR IriNa am WS1000000,6L WAWA IOC 6e11me01M allAlmA. LIA: 10C WIMMON wow 10102t17 1«la®17 101220017 Appwwd remora wil Va"Morr memo ISOD Maw e«Mw. LL.0 JM NAR*ff^PE 00212017 1I1201017 OPAEW APPMO rnYN- am VrlNwrwe rr ANY! IDCanmNaen asMeA, LLC JMNAARiNwLPE aM2f0017 Oa01017 GlAsaw ApPwnd rwre- am? W-a.YrINR RiadYr e10EMNlm*XWMLLO Jaws A RtNwN4 PE OaaAa1? 0100aw 07AMO17 Annod OANer1: SWAOM rmaam-NY P" W-740 LLC. raeneelI WINSW900apwwN gal e06:6e pep ele4er 0eelaerF CmepNNmN Optlaasul I11p 00F,br QdsaAlp awwaMdCaaesNY oalall.ane plgaaatbr WAwrPNwA SONMT a erllwaw awsw0 amec MCawal+f+aAprrAwdLaiR IrmNtMMrdwymlM ENO ldMOAYtmMp dMyAwAd lramR RimltawNY�NApew- edMo«Aarel a-yearad Lr-6R comer OWN& awmNlw ROuttena OsmaNrmaVArd:awmNlwRSatean• a..orm..arNwlanMlrwRmmeH /mesa auAR.ern 1Nere anmmdNa wpmdlNna AewraaA PwYd NirtN OW PwYdaliMrw NMelr PwddaniMdw rMah PI.YwarOAUN*W S 6il�mMY aMrrdrrrE drllE/rtar downseLur ralr aRr1 !>V�Jw>rrt Jir1ILAEoele ANNINI l M 6000 KJM user now dt�lblri a11OtA_11e Aa1MEdrurt eENUILDc11111 tart err di1�LMlilr rL1rLlErEet Aawdulrr ellRw111M JIM Ara mom 1111111MCK1111110 anhoulvalYOd aldkm a01taE E e MA Olrrardr0a 9arsMrarrraar !alma 9plrlrlmQ ll r ,Leans 1Ea Owhallo droa 9r1rMlRwraale ■111i 910NLM Boom DdlrE foal 1!rllralrEw 91aOMwOwaMl r1d1M 910MLM 1e1r11M ab a YI7a11a a/aa MalliA.aa.ewrr.aRpw- Quou Sb Yr Yr MA MR 1 1010000LW LoWwWWW" Uwbw OSRIM7pM Na Yr NM MM 2 POWIN PAL Peraws" ILMNdar (Moo to Me VIA Ne► MM b TIM610000dia Iaw"IMISI WILUOar afa+Aele No YIN to IM 111rL91Y1R 1rrLOMar 111rt0ur �� Fkddtt Oepwrtwrd d Bodneaa a Pporaarond 111 9 1 ", Bddea Codes and BlErfardt Pee, r I cull Flo Depwrnwd d Bwbea a Pldaaalw R/auMlkr Bt "V God" and BOndwdr Paine tdI Pbdda R Daparrnerd d Bucher a WodlaMotlet t1aLAal/n BtMldklp Cabs and Blwldarde we, r, „�„ PbddaOapwr lMetd d Bua1w" a PlroAalotrl aaLAelol► R BuIdILIpGoMaarldBtardrda erp, r, ,ARM. Prodret Approval Appllalor Dart PrOOMApprovel Applaror D11a1 PlodlctApprowl Appautlor Drat Plrallar Ap Moral Applealbr Da1.l nel�l Aar cut are are 111hown Du 011111 1l.rllrst goad ee1RAMR 1111160M MMaard 1111111011011 sLIUMN art Almost Are 1HiA1� 21r DeR MINE lllrr9M Blom art art araEElu alrM 111110KALr.E XdWA at Hrl1sA 11111011111 MCAEEE all11 AEREd erM lseflme as am Hera 1rMwm 11rLr are art areerra Slut lauuaLiEr HrIR1MLR HrEORa rrMI11d wiA_E no A.11001 err tlllt� Sae ma lOM1a XW1ftd t Brio, a" 11rraLAHart 11010111M are art arablis are llllalyd rtwrl t1CAsrad ANEW Arlo fb*" r1T V.Nwmaw-R ri Steil MCawAdwaadr, LLC JMWArmrNNLPA. O1RaaO1T aeaoomT aMAa.er aeAa.lcmNperMY (rr/dMaQa pomtsw NEWU WO Mlyrrtl LWOW NOWASOMerwe.MM OA.OasauaNaSYlnmmmlelmrmpataae• 4"AMn PAAdAdaneUademdlr r 67A.N17 Append RWMW Sett QMAa 11.aMamrN anal-eopreo-MLa1NR Oam*UaNN��SkaaaaemeptmPmAlmna PwdrmlAeladmaCnlb a�w lmenum now*%LLC ��ribo LPJL aRaAtl7 0aa0a0 P �� OTARW AppwNd R-ddw MT cw4psm twRML CmeaMNMeeN liOwApAgI/wYNAMYAYdraRrlAr ���� Quaff mWa-YONUMONMNt«urnp Der Pima lam-doad-a00o•art a000•VAL WHOM IWSWw 4rwNprNaAY.«In iiRtAe17 Applawd NmrNNN a11.7 oommmaceemb weNILNa arloAlr. atMYiedCrlaNmNY aara.rerrr PA-YNAOYeswdraRwdtr eanyOlmuMlalmb E1mYIAaee rmlwdaan ■ P~mk 7MNKMMYw1 J*A NIP (0111000a7a7 PR4002 @a wist1 � 1WI/R017 1aR2Aa17 Hod T m2mw Append PP"a "14100ind Ambb"w0 LNwW PIMN alprreErEr ee®rDWE wmMlrLlrl 1rd amonvedwilmommLom I Rllla arlrlma span all !ram O1101110 land r1111lElEfee 11101111111129" As11EliLUM OMLtl01IN11la JWA La1ma rraalma Seel arloa MEMO Daaatd MEd anhoulold.1111111RAL1111111miatacltrloa GOILee.see el■Mlrnlu er1REclism aerarilrMlsOMe Jam 91101 J 1rEr mom 11011101 1010E n1 4 TJRMand tl� O0a6.ae%Lwrib««olYmYdawd 0wome me VIA m Iva MA a Vap -- -Iwrism 0dwadamwdr/WwwemNd rIS1A0M to 1Pw pus NM I Wshaw"aawwsw LMIYN 4,0,amd124AMYarN Ol U" VIA NM MN �A �� Ire moo"� / dhYyPw-rt«CaMnraY CirewlrwdMdl p4rlainifteMn-dCa-M-Ie tL1d- we Yr MR IM1 1.ltalar eeeiLfir. �� mamma O N L N O-C � L .� U ^^ CO OL c BOLL N C _ E _ O .� -0 L O O 16-- �C rCU ca. �i w J VJ C: MO-10 cu L) in 7= -1-a U) 011�11011=1 CU C/) U O a U m U m W Q Z Z Q J a SHEET NO. PA 1,3 al�e, Lao�, �ZaZ�Cw 5b,y�,�c' 00 � W0RK k Vu..,, CODES Fk� Q/f NATIO I A SUILDIAI PR�Alll �. ELEC . PIC, t, ®CODE, THE TY �~ `mac$ � �kPMY �' RN1 ❑ ❑ ❑ INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURALNOTES SN1 DETAILS S3S STEM DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS ABBREVIATIONS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS A.B. Anchor Bolt Abv. Above A/C Air -Conditioner ADJ. Adjustable A.F.F. Above Finished Floor A.H.U. Air Handler Unit ALT. Alternate B.A. Base Cabinet BF Bifold Door Bk Sh Bookshelf Bm. Beam Bot. Bottom B.P. Bypass door BRIG. Bearing BRI Circle Cir.Cig. Ceiling CJ Control Joint Col. Column Comm. Community Comp. Compressor P P C.T. Ceramic Tile D. Dryer DB Door Bell Dec. Decorative Ded. Dedicated Outlet Dbl. Double Dia. Diameter Disp. Disposal Dist. Distance D.S. Drawer Stack D.V. Dryer Vent D.W. Dishwasher Ea. Each E.W. Each Way Elec. Electrical Elev. Elevation Ext. Exterior � Exp. Expansion FBC Florida Building Code Fin. Fir. Finished Floor F.G. ixed Glass Fir. Floor Fdn. Foundation Fir Sys Floor System F.P. Fireplace F.O.M. Face Of Masonry Ft. Foot/ Feet Fig. Footing FIX Fixed Galv. Galvanized G.C. General Contractor G.F.I. Ground Fault Interrupter G.T. Girder Truss Hdr. Header Hgt. Height HB Hose Bibb Int. Interior KMlall Kneewall K.S. Knee Space Laun. Laundry Lay. Lavatory L.F. Linear Ft. LL Lintel Length LT. Laundry Tub Mas. Masonry Max Maximum M.C. Medicine Cabinet Mfgr. Manufacturer Micro. Microwave Min Minimum M.L. Microlam Mir. Mirror Mono Monolithic N.T.S. Not to Scale Opn'g. Opening Opt. Optional Pc. Piece Ped. Pedestal PH PHONE P.L. Parallam PLF Pounds per linear foot Pit, HI. Plate Height Pit Sh. Plant Shelf PSF Pounds per square foot P.T. Pressure Treated Pwd. Powder Room Rad. Radius Ref. Refrigerator Req'd. Required Rm. Room Rnd. Round R/S Rod and Shelf SD. Smoke Detector S.F. Square Ft. Sh. Shelves SHT Sheet S.L. Side Lights S.P.F. Spruce Pine Fir Sq. Square S.Y.P. Southern Yellow PineEli TB Towel Bar Temp. Tempered Thik'n. Thicken T.O.B. Top of Block T.O.M. Top of Masonry T.O.P. Top of Plate TR TOWEL RING TP TOILET PAPER Trans. Transom Window Typ. Typical U.C. Under Counter UCL Under Cabinet Lighting U.N.O. Unless Noted Otherwise V. Shower Valves VB Vanity Base Vert. Vertical V.L. Versalam VTR Vent through Roof w Washer W/ With W/C Water Closet W.A. Wedge Anchor Wd Wood WP Water Proof REVISIONS 08-20-15 1.0 NEW BASE PLAN Al WW4i yY A Ism 12-8-15 2.0 FRAME -WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. MEAN FOR ROOF 15 FT. HIGH TYPICAL SINGLE STORY HOMES MEAN FOR ROOF 30 FT. HIGH TYPICAL 2 STORY HOMES THIS FOR IS CURRENT DRAWING AND DESIGN IS VALID 12 MONTHS AFTER THE DATE IT SIGNED AND SEALED OR WHILE CODE IS VALID Notice It is the intent documents Professionals prevent error. review all the commencement responsible undetected construction. information the information Office at considered advanced Payments agreement. to Builder & All Subcontractors of Designer/Engineer listed in the titleblock of these that these documents be accurate, providing Licensed clear information. Every attempt has been made to The Builder and all subcontractors are required to the information contained in these documents, prior to of any work. The Designer/Engineer are not for any plan errors, omissions,or misinterpretations and not reported to the Designer / Engineer prior to All construction MUST be in accordance to the found in these documents. Any questions regarding found in these plans should be directed to our (407) 880-2333 immediately. No backcharges will be for reimbursement by the Designer/Engineer without notification and approval by the Designer/Engineer. will be made in accordance to the terms of the 1791 0� z�® z�z a I� z0 cn 0 +--' IN O LU = e co (N U c co M th W C W M O L O:f Qrn LOQ $o BD N7 U) lNu Q• . W v gLL' �Ein LU Z 03 F LL Z << Ul N � f— U ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N 0 0 — �I Q co ® O ® �� �AC ' •L7 mL BEDROOM 2 , 8'-0" FLAT CLG. CARPET CARPET 00 ---------------- u � I O LLJ CN ■f II II 0.:: FIBERGLASS • , It� = SHOWER • C - Mrs■E�il Com- ��11�1®� II ■ _ u LO ,■ �.PE ■ . �■ ■m HTT4BASE , oo� .. �• :. ■ � -- -� �� il•flfl.i `i11f11.17A1.Pt. 1 I II N L I 5'-0" 1.-58e G HAS N BOX @ S3 36' A.F F. 9'-01, I 3'-8" 2'-8" 4'-3" 6-10" 3'-7" I I fD 2:12 SLOPE. I cO CEILING � I U' I i;0 I I ip O 00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PATIO ,/' co FAMILY ROOM 4'-0' // VAULT. CLG. CAFE CARPET VAULT. CLG. / 30'-0" CARPET Lu Lu a / J? JJ Nw N A 35-SH 0 1 O 25-SH EGRESS I I I BEDROOM 8'-0" FLAT CLG. I oo I CARPET Ca MI to r$.r BEDROO 4 8'-0" FLAT CLO. I I CARPET IL H.B. I 3068 I I I ENTRY 00 8'-0" FLAT CLG. 4'-8" 41'-4" 6-0" I I I t I I I I I I I I I I I I I I I I I I I I I I I I I I o I I O cm I I r 0 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4- X 9 114" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20 X 38 J 18 J X 37 j S.H. 14 20X501 184X50 S.H. 15 20 X 63 18 } X 624 S.H. 16 20X72 18JX71 j S.H. j 32 27 114 X 26 26 X 25 j S.H. } 33 27 1/4 X 38 j N/A S.H. j 34 27 J X 50 1 N/A S.H. J 33 N/A 26 x 37 1 S.H. 434 N/A 26 x 50 S.H. 435 27 J X 63 26 X 621/2 S.H. 436 27 j X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 } X 25 112 S.H. 23 37 J X 38 i 36 j X 37 3/4 S.H. 24 37 J X 50 i 36 4 X 50 S.H. 25 37 j X 63 36 J X 62 1/2 S.H. 26 371X72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 � X 25 4 S.H. 33 54 X 38 j 52 J X 37 i S.H. 34 54 X 501 52 j X 50 S.H. 35 54 X 63 52 j X.62 j S.H. 36 54 X 72 52 4 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 +26.6 / -28.0 �F +26.6 / -32.2 OG SEE SIN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED I C9 z � a) z z i (D < --- 11 (n z0 L/) 0 0Q) C Ll.I •U - O c L'h 120 e `m W M 2)U �8c'? C M F- O O :c: N _ C) � � LO d A' B D• N. C B D ell .� J ; ~" Z _jit .FpE C. ```N W'\ t lidca o LL ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f 0 Z N 0 cu H tn M O Inn Q 'p In Q U_ OC U a Q 00 z�� W J z o! Za 0 Z, gf� Z Q E8 L J L� r OO }U fz I� ILL_ V3 O T� U U = r °. �Igg ag g Z°` r„ I l i J ua% z w _jt'-'I Ln Q li.l Z 0. O z Ln N m N 06 Z t 2 a O ,--I 0- to f SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 1.0 z S N O N 00 23 a N v o� O N N N E E IL MIRROR Fn F. 0 � � D0 - OWNERS BATH I rF7 �11 sill KITCHEN ISLAND M HOOD LLA U 0, CV T T fV KITCHEN FM 0 O co 0 CV OPT. REF. r r CV 0 KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=V-Ott z z QQ Q CL Cz ''znn nN V W C/) }J W LU 0 w V cn V iJ LJJ _o 0 m N co ■ ~0 t0 CM7 LL-pNp Ly Q 0 �0C1 fn p. O O A 1 N C,B,D•C q ` J _ J R •� rij U) �o � 4 CROW�� N M•a W A, ' a - • �'� Z W�f�rff�tt!� To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z N 0 ( n U) M CDM Q � M Ln a cn •L d- H L- LL a � V a �� z WUj J � J W Zga o�F UCr iwtYj(9 J O U L W � w ? Uo1 N Z C O1 0 V = z o u_ r-4 ISUjo Z Jrl i�< QU-1 W L ri ZU SSSS Q C) N ' Z t— o m O oo � i .-+ a cA SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAM ES VERSION NO• 4sO SHEET NO. 2.0 L aI 00 N N � O E1.2 o co 00 E c0 x N M •W 3 1"xl0" SMOOTH TEXTURED BAND 1 .11, Fil •�►�� L1 12 5� T.O.P. 4'-0" RIDGE VENT F5 N101010101010 MININININININ. 16'-0" RIDGE VENT F4 0 BEYOND %--------------- HEEL HDR HGT. ME u� T.O.M. - HDR HGT. 10 TEXTURED 21 -0 11 (IEMENTICIOUS FINISH ON C.M.U. (TYP.) 25 SH 25 SH F.FL. _ _ FRONT ELEVATION - Al SCALE: 1 /4"=1'-0" RIGHT ELEVATION - Al : 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOVNNG VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. (Sq. Ft. Soffit Needed) x 7 = (Sq. in. Needed) 172 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed 0 c� LO Z� z� z 13 a _0 W z W_ X p 0 � _ E M Cam/) U LL' o & rNi M _ cti N O _ _e 0 ¢ 11litliJ Al1 i ;•�� fir), � �: ty RV vs 0 z � F-Z ^ O u_ 4 F " 1JLZ W N o 1111111W � �- U U ❑❑ To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z N 0 (V N F>•I (� M C z M Q M Ln a cn •�, d' (A z Q �Otn DC 3- fn a CO Q z § E z W J � J Z W �a qgza Z o � � U LU Z, QQg0 E E�7 � W F® YY» A V/ `` w LU�/ $ V s Z N U5 U = Q g F' J �. Z kRE O rr �0s 5. ^^ rr auJW 10� zLn.. LLJ Q ZZ z N NZ im t Z a I LJ W 0 Lnn SCALE : AS NOTED DATE : 3/19/2018 TECH: M]AM ES VERSION NO. 4nO SHEET NO. 3.1 ao !-;z e_ 00 T.O.M. _ HDR HGT. ------------------- o TEXTURED C? CEMENTICIOUS i FINISH ON C.M.U. (TYP.) 12 12 5� �5 --------------- FM7 EXTENDED OVERHANG TO BE10 CENTERED ON DOOR 25 SH 25 SH F.FL. _ _ _ _ 506GD 8 - 12 5� -- — — ------------------------------------------ 1'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 0" RIDGE VENT 12 �5 1 4'-0" RIDGE VENT 12 zz:�5 REAR ELEVATION - Al HEEL �5 iv T.O.M. , ----------------------- --- --------------------------------------------------------- 21-011 HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. co 00 (TYP.) �p 35SH ----------- ]-L----F.FL. ----------------------------------------------------------------------------------------- ------------------ SCALE: 1 /4"=V-0" LEFT ELEVATION - Al - 1/4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or comice vents. "CALCULATIONS BASED ON THE FOLLOIMNG VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 $0. IN. OF NET FREE AREA/ FT. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Dock -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of allagin Vents Needed V z_a z�z a N 0 a) cn 4--+ W M o O c E LUW ® 1--- tD M C"! O U U. fO Q rn 9 < 8 tiii!!f A B D..�`- N•C• • � �" Qom' �',z,—Ku �• Z• FED' ►0l. 4f W N 21 CE U U ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NC 0 � N > 15 ILn in O Q 'gyp Ln N LL Ln L- .Y. Q , E W Z J J Z w� z¢a CQ f oo z O VU g�w Z O W U�iV4 LLU o L.LJ �UJI Z 0 0 LZ O ,0 = z Q < W� �• M t '� r-4 �0 O -C aaCe Q z W ,- Ln LLi (a 'J r-4I LUz Q z u Ln N r 00 z QQ a W ° z rn SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION NO. 4 . O SHEET NO. 3.2 3 iY d x g r un 0 w S Q a ix C x L: C n I oc i ix cc C 11 N^, 2" 1" N `') N 2" N oo _ tO �• VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, � DETAIL TO BE 1" 2" OPENING VARIES 2" �2 BUILT W/ STUCCO. EDGE OF OPENING 1'-10" =,N ^ N 1" CAP 1" RADIUS 31/2" RADIUS 1/2" RADIUS 3/4" RADIUS a V-54' 1/2" RADIUS 1" 4" VARIES VARIES _ t' ;a .7N CAP N ! cn 1" 1" = 221" 12" 1 1/2" RADIUS VARIES VARIES tiN 1„ 1'-4° V. 4" N �" 4 A,t .� I I N N W 2" - _ � � VARIES 1"t 11 32" 2 1/2". Ir x LID C0 N X q SIN 3" z" z° 1" 1" V-8n 1" BASE BASE 4„ N *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES EDGE OF OPENING 2"' ! V-6" 1" 1'-4" r 1" 'O 0 iv 1-1/2" THICK 1-1/2" THICK 4 10 c — 2q" x Z0.4 � x rn ! 10" 6" � N ! I - CV 2„ 4„ 3„ 6" IN cn w ; cn w j 1-1/2" THICK 3" 24" — ! 2'.4" T 54„ V-5„ „ IN NN T tp Al 11; I I 4" 1" I U VARIES VARIES VARIES VARIES i i • 4" 8„ t_1__ ______ N% i N 00 -I- 211 1 n Eli �1 yr' z 44" �11 M KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING ! KEYSTONE F11 00 OPTIONAL 3" 4" 3n 4 ' 4" WINDOW OPENING 4"' 1 NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED Oil 6" 4" x cO `v R44�"v VARIES 2" x (0 00 1 " � 't NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 10" V-4„ 10" �, 1' 1-6�q' 14 0 T to x N 12" 54" 2'-1" 1'-1�' 5" 1 �1 1 �" N N N 0 T ! N ! r N A jI � o ih sr* 1" R70" r 1]e 2 GENERAL NOTES: o T • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0'.0 Z C z-Sol z a Cn Z0 to 0 c w is p OLU .tJ^) r- = v I � i— O m � \ ! w ~ � Cl) C N M C N U N 1E n t7 Ci IY *; a a €u_ W Q Z W 4, 8 o p N i5 1-0m Z S d W NarN„� o ❑❑ 7o the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N 0 CD �(nM0 z M tnQ 'gyp Lh d .� in Q C U_ Q ^ z QC U Q 00 z § E v Z J W z W zaa 80 � W V 0Hz Jew O W p LU O tCwu W 8 OR F Cc O O xis W ° J r. W �° r-4 g Q ~ W � Z W �--1 Ln�� r_1 I Lij Q L1.1 Z a p�1uj5 N C) r4 zW2 Z W w IL 2 a rn .-'i a 1 U0 SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAM ES VERSION NO. 4z0_ SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL MAIN 0 200 amp 150 amp 14EMA 1 2DO AMP #14 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copperto WH #10-3 copper to Dryer or 4/0 SER Alu I POWER CO. FEED I INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE j TERMINATION PER 5P WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. -----------------------------------------------' GENERAL ELECTRICAL NOTES ■ ■ Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF VERIFY METER LOCATION bathroom 39" AFF H.B. WITH BUILDER laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF ( — 2. All trim plates & devices to be ganged, where possible. AC PAD -------------------- 3. Electrical switches to be at 42" centerline above finished floor. ' -� n I ` 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the ' B E D R�OO M 2 ( B E D00 M national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the I ROUGH -IN FOR ROUGH -IN FOR installation & sizing of all electrical, wiring & accessories. DISC. w " ' ' I.C. ' I OPT. CLG. FAN/ OPT. CLG. FAN/ 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. / I LIGHT PRE-WIRI\ 12\ I LIGHT PRE -WIRE 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the WP ROUGH -IN FOR branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. GFI OPT. CLG. I�AN/ !r I OM 4 dete 7. Provide Tamper Resistant Receptacles as required by the NEC, 406.11---------------LIGHT PRE-W N/ �8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling ��D[ �/ units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and qP `• • • \ I / I vapor detector sensor, according to the installation. \ \ 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and - / S.D S. labeled by a Nationally Recognized Testing Laboratory. I 10. Keep all smoke detectors minimum of 36" from bathroom doors GFI M 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped With a monitored battery backup. I DEDICATED RECEPTACLE 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits ROUGH -IN FOR D FOR MICROWAVE RANGE is not acceptable. I OPT. CLG. FAN/ HOOD PER SPECS�HALL 13. All doors and windows providing direct access from the home to the pool shall be equipped with an I LIGHT PRE -WIRE exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and _- - - - - - - - --. either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning , C.M when the door or window are opened..UU AM W UU Tr 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed ,CaEI--- _ G�� FI �a 44" within 6' if the outside edge of a sink. This would include the receptacle installed for a washing OWIVGR G I Z J A.F.F. machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill ` \ RAG O w r - _ - - - - - - - the requirement for an outlet every 24". The width of the sink or range is not to be included in the SUITE F- Q spacing of the outlets unless the distance from the sink or range is greater the 12 for straight counter _ Q a I tops and 18" for sinks and ranges installed in corner counters. _ �KI E — n _ I -I ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FfF DUPLEX OUTLET ABOVE COUNTER FE�W.P. WEATHERPROOF DUPLEX OUTLET y GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET g SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR � 220 VOLT OUTLET N N WALL SWITCH THREE-WAY SWITCH a �4 FOUR-WAY SWITCH R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE g WALL MOUNTED LIGHT FIXTURE J O RECESSED LIGHT FIXTURE N 04 LIGHT FIXTURE WITH PULL CHAIN c TRACK LIGHT FLOURESCENT LIGHT FIXTURE Q EXHAUST FAN 3 ;Q� EXHAUST FAN/LIGHT COMBINATION Q ELECTRIC DOOR OPERATOR (OPTIONAL) w i CH CHIMES (OPTIONAL) S E El PUSHBUTTON SWITCH (OPTIONAL) oSD SMOKE DETECTOR `o CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) c TELEPHONE (OPTIONAL) t` ® TELEVISION (OPTIONAL) 0 © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER i a ELECTRIC PANEL DISCONNECT SWITCH °O ® SPEAKER (OPTIONAL) N ^ ^ i( ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR � J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT ENTRY MAIN ELECTRICAL PLAN SCALE: Y4'=1'-0" (9 Z tTj z a U) z �V^1)' (9 � w O c E o �V7 U' M VIPw � O O ■� _ ■1 U N p" tJ.. OD Q,o f�y o B D. F ' / N � N m ( V d YY Z U) Z 1; z Z W o J W l.L W a ru CkZ� < m R8 LLZ �8r6 mm � W Na iX Oppp� To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1t 0 0 Z cV OIL ►>-, M O M a�vLn Q U_ ZZDC 3 Q00 Q � Z M W W� Za ty ti V 41,0 ca W Z W Y�Z I1 0 uJ O'�JfLi25 Z U W W a- pF U to 3 UOU = LU W W o ��Na gV 0' J .E, N Q u Z W rl Ln Uj Q Z ZV W$ N p Z 11 m O o rn ,--I a to SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAM ES VERSION N` 4mO SHEET NO. 4.0 Q a0 co ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper V>ntilators (Must Provide Upper Ventilators) Vent Amt Amt. ReqTotal Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of Of vented ventilation to be provided SQ. IN, of SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) "NOTE*" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest pant of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of allagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed c� zo z�Z "_1a z N C9 w (DM U - O e r U Ca M � _ LL 000 00 A' N C 9-D- C',U)7 1L0 .4 LL� lul Z d •, � ift Z W /'/iIt'll a N 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions ofthe drawing pages bearing Engineer's signature and seal. 0 Z N 0.4±� CD � M O M Q U—) (0 In a •L � � N Lt_ � �) C 00 Q � z�� W UJ J 0 w� Za f a F �Q�U �z LU §w R2X-i U m Z W LU Q�8 �/ qY CU �_ 33 U = J W F- 0 ILL O pl� R o NT 0 z�ag a ^ uJ3 Z J Ln u-o a LLl cc L ¢ Q z ZV a z L r4 m(14 o z z gLu UJ o � SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION NO- 4mO SHEET NO. 5.0 ■ . ■ ■ ■' -■ ■- -■ . ■ ■ , 3-1/2" MIN 2500 PSI CONC `o SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER ( I : ■ 1 (3000 PSI CONC. SLAB FOR 0'-0" I t HERNANDO COUNTY ONLY) TZT� 1 T-54" --CJ T-2" CJ i 1 CJ in CJ CJ � 1 o I I 00 fl1 io - I ■ t . 1 �0'-0" - II 1 F_ —� co r: A CJ TCJ1 CJ I OP } I K (2) #5 REBAR T S3 i f o I ' S3 VERTICALS w/ in I I I I 118" I' I FILLED CELL 23'-11" 2'-10" 4'-1" M 1 f 2'-6" if o c0 G 2'-6"x2'-6"x1'-0" S3 CJ _ SINK / DISP W/ 3-#5 E.W. : ; KITCHEN ISLAND II p O — — N LOW WALLS I I I I C ASE TO ■' �O001 . L _ _ _ J I ISLAND I I' } 1 I r J I S3 o t — — — — _L�_------t T �-- r.� LOP o _ CJ 1 — — — — — —� CJ CJ 7 CJ o� I N 4,_0„ G S3 5'.4" T-8" 7-8-:: -3 1/2" 2'-1,.. SLOPE I 1 37'-q' 1 1 2V-2j" 32'-84° 5 #5 REBAR o LO 31/2' I S3 ( I PROVIDE 1 Y" RECESS - �.. — .. VERTICALS w/ in I I ` I FILLED CELL HVAC CHASE \\ ( W.H. FOR SGD. REFER TO r BASED ON �• L_ TYP MASON'S SLOPE FOR 1 I LOCATION I — — I CJ INDICATES FILLED CELL w/ 3000 ........... ■ uiwo ■ ■ ■ ■ ■ CJ C STEPS AS REQUIREDPER FIELD I �0,_0, PSI CONC. GROUT FROM FT. TO 2=0 4=0 2'-0' I BEAM W/ (1) #5 REBAR VERT I I 6-0 1-10" 5'-2" 01 CONDITIONS ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. is TOP OF CONC./ PAVER TO BE 4" 31/2" SLOPE BELOW FIN. FLR. —� `n DOWELS 5" EMBED W/ 25" EXT. 10 PROVIDE Y2" x 9" �, "' ABOVE SLAB GRADE 40 STEEL — — — RECESS FOR FRT. DOOR _OI O hii T-1 IV G-Will A S3 2'-9" 5'-2" H.B.T L S3 3'-0" TYP 64" V-0" 2-6" x 2'-6" x V-O" W/ (3) #VS E.W. FOUNDATION PLAN NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN, FOUNDATION PLAN w� CONTROL JOINT DETAIL SCALE: I , #5 CONT REINF. SEE • " •' FND. FOR QUANTITY �• ' #5 X 25" X 25" CORNER • ' �'' ' ' �• •' BAR ONE FOR EA. . •• ' �'• ' ' HORIZ. REBAR, TYP. ,•. " ;. U.N.O. •• •, • •, -• • •- "*Alternate: ' The reinf. bars shall be - •. • •• •. • • • • '• •. • •• •v.. • '%• cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1 /2"=V-0" U Z o (D Z Z <Q (D __j U) z Q) C +•-J cn w • U '— OLILJJ =o U w Cl) M l6 M N co to �tgr A I NCB f 1 • w < (fl 0. �Waf•• `W �. Z O �d r o Z %kw- ce LL W �CM oad o U U I— ❑ To the best of the Engineer's knowledge, Information, belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N O0aNI� ►>—� V) M O M a�-MvLn a. In 's.. to n a a)LL Ln oC V Q. ■ a 0 E� Z W J� Mj Z w� �a Z Way M8 /J I..L. z p , pJ 5�U. 0® 9 Q 0 y0 z� ;'0 O L L_ U _ 0 CO 'o u. Q�� � zoo N Z r{ Ln .. 1vCo J -1 LU LU N N Q Z� Lufz m O 00 Z 4 J U LU i aW rn ,-a a cn f SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. 6.0 A 0(2) A (2) S3 (2) j D 00 °W' �i W J1 w � < < < 1V A2V V : CJ1 ti ✓j ��� CJ3 :. CJ5 CJ5 EJ58 A ' •• S3 .............. EJ58 I EJ7 CJ5' .. .' .. .' .' . .' .' .' .. '. ti�sd, ER � D EJ7 CJ1 11 . . ::: ::: ::: ::: ::: ::: ;F1� EJ7 co �' 1 ER 9J31 EJ7 I EJ41 I EJ7 EJ41 W I rn c EJ41 a A EJ7 ' S3... 1�t ... .. EJ41ERR � ••, •.. .•• EJ41 ; ; S (2) : I EJ7V NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS EJ41 N EJ7VA 1 EJ41 I 1. (2) 12d TOENAILS EACH SIDE OF FLOOR EJ7VA : ; TRUSS TO WALL OR BEAM BELOW TYP @ INT. :: -- CJ31 BEARING U.N.O. EJ7VA CJ5V EJ4 j NMI S CJ3V g 0(2) v2M LO N CJ1 A Vom S3 0(2) 3 FU— Q N E H E S `v c aci 0 0 e a ao N Of M ROOF FRAMING PLAN W SCALE: %4'=1'-0" 0'.0 YZ UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. t� CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 112" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1!2" HTA16 1615 1585 10 -10d x 1 1/2" C H2. A 600 535 10 - 8d RT7A 670 565 10 - Sd X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 - 10d x i 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 518"ANCH,11810dx1.112 HTT4 2715 518"ANCH.12010dx1.112 J HTT5 4350 3740 5/8"ANCH.12610dx1-tl2" HTTS 3225 518"ANCH.I(28)10dx1-112 K D 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8"DIA. BOLTS L 5I8"ANCH. 314"STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD76 " 4 565 718"ANCH. 314"STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 *' 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 - 10d P 1550/3335 ** 1335/2820 ** 20 - 16d x 31/2" HUS26 1925/3295 — (20)16d x 3-1/2" O HUS28 2000/4220 ** 1720/3125 "* 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1l2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W! 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1!4" x 3"WEDGE BOLTS X. HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 -10d SP2 1065 605 12-10d SPT24 1030 12-10d 64 555 12-10d X 1 1/2" * MINIMUM 3"MEMBER '* REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REO'D ON ROOF PITCHES 3/12 &LOWER. LOADS -ROOF = L 1360 FLOOR = L 1480 WI 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) 10R 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3"GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 S0. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS q ROE 1 OR CONT LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. Z Z Q a I� Z In C9 Q Q) O c e to o i� pyy N W C n5 M I _1 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5.1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load a 0 Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 1111111rium, MEMO .E-1 M-1 0 MEN 8F44 1B/1T8F40 1B/1T 8RF40OB/1T 8F321B/1T FORM dr GROUT SOLID �U ° #s BAR CONT. 8F12-1 B/1 T ""LINTEL DETAIL SCALE = N.T.S. C p = E C E ■ ■ ■ ■ — = E .. . ■ ■ E E C E ° ° C __ — �_ E C E C —_ E ' ■' :Mom e — E — C N i ■ ■ M no■ SEEN. i- _■ EE . .. .. .. .. .. .. F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @BOTTOM OF LINTEL CAVITY 8F16— B/1T fNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT-P mantels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR MIN. AT (1) REQ'D LEAR ALTERNATE POWERS STEEL LINTEL ° O G A G 04 C.M.U. #5 REBAR AT TOP e A a GROUT MIN. (1) REQ'D d ° _ D 1-1/2" CLEAR a e c < N J Q rn N ¢ d C.M.U. n 5 REBAR AT BOTTOM OF = — F- w u ° a ti W O 4 — � 0 LINTEL CAVITY Ui Co it 6 0 —BOTTOM REINFORCING PROVIDED IN LINTEL � ¢ G C7 zLL ir w m ¢ i7 3':D 5 REBAR AT BOTTOM 7-5/8"ACTUAL 'NOMINAL WIDTH M R `n �. Q AS INDICATED (VARIES) o o Q 16 GAUGE POWERS STEEL BOXED LINTEL LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 0R iV— a 00 0 9 POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/detalls for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 5'-10" LL 6-6" LL O O 5'-10" LL O 17'-4" LL (i)MIN. LINTEL PLAN SCALE: Y4'=1'-0" {n C9 Z g Z Z Q a z to c� N 4--J w (DM V — O r 120 E U � rNi cn LLJ = dj O 00 00 Lrs LL U Gj tTj t 0 Q� 0 B D. N C B D \ .' �.. Cn F'� w W N<rio���II��i�1 p To the best of the Englneer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Bullding Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z (1-4 0 CU N >U)fy)G M Q M Ln (L CL .-. oC � am 00 Q Z WC) Jo w Za qqqd qgggg� 22 Z W O R H Z C C T < J K U i—J J Z W o- S N fV b _J 3 Z CIuJ Ce rl Q Z z W1- � g N 0o O N Z Z 1W- w O ,- q 0- = V) W SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION NO• 4mO SHEET NO. 8.0 a 00 N 0 x r" n NOTE: B RATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24A.F.F. 0 S P E S A. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE . 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS 0 G 00 S AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREAT ED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS, 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9, SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1, 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/t"MS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5EMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 3.2. 2 A ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO 8E TO DESIGNED WITHSTAND A G HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1, THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1„ GROUT FILLED MASONRY: 4„ 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.3. 4.4 4.5. 4.6. 4.7 4.8 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb =1,312 PSI, E =1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb =1,312 PSI, E = 1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" STRUCTURAL 1, U.N.O. 4. . ALL PLYWOOD USED FOR INTERIOR 4. 3 U 0 ERIO APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers Ind spray heads shall not be installed within V-0" the building i wall. p yd gsde 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rpinfell occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete okerpo and mortar along the foundation perimeter must be removed be ore exterior soIItreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior verb I chemical barrier, must be install, d afte( � construction is complete, including Iceandscapmg and irrigation. Any soil disturbetl after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 -A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY SPNOS ITY TO REVIEW ALL DRAWIN GS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" *4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. z� z�Z Q a U, Z V) 0 4--J w 0 Ch L � EE I0 V) F-- U W t1 §iM M ■ t0 o�N _ U � t~ GO Y c o Q o Al1 bi C,B,D.0 BID. i �5E a N •N On lU t'_z 17 17J-U�v FL L o•A UM Z �mtSS10 N ;:4d1 W ��t" 1111111t0 Q 2 , ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O (D Z fV 0 a) r-. 0-4 +-' O V) •-tD r>+O M �U-)MLn M � Q � � Z M W J � Z WI �a s� o: CwU S Z z �Lu i• W zrn z , 8 fz J 3 U = U o It 0) Z� N g Z LU WLnL IJ1 2:L z au Ln O Z t�----.. � g to O N 06 Z :5= W W ,-1 a cn SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION N0. 4mO SHEET NO. SN CORNER OF HOME GARAGE SIDE v ail i1 -- J 10'-0" TANK -LESS W/H H C G 00 O 5'-0" z STUB -OUT FOR 11-010 o o GAS METER O ��� o • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE (34 w 15/32" CDX Co PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C' WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0,012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" 6'-0" N +++ ++++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 panels wood panels Two 3/4" wood panels or 2 x 1-1l8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap—i * -4 i FILL CELL STD. 900 HOOK BOND BEAM U w a STD. 90° CONT. #5 CONT. #5 I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D ! COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" max ) gap • � 4 max. Q Clinch nails when possible KJ 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 Zor-20 details in One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) —/ Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. V/ Provide adequate bearing for each lapped joist. Odnails SECTION a@ INT. BRG. WALL N.T.S. U `) ALL ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BC15000S 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d BC16000s BCI6500s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d 9 • BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall orLi beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 1`7- ==i�; -m 6" z L MAY 6n 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 8 1'-0" 1'-1" 1'-2" V-2" 1'-3" 1'-3" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 V-0" V-1" 1'-2" V-2" V-3" V-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5-4" Span Span (ft) 16 V-0" V-1" 1'-2" 1'-2" 1'-7" 2'-5" 3'-2" 3'-10" 4' 9" 5'-7" 6'-4" 7'-2" 20 V-0" V-1" 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" V-11" W-11" 7'-11" 8'-11" 24 V-0" 1!-1* 1'-2" V-3" 2'-5" 3'-7" 4'-9" W-10" 7'-2" 8'4" 9'-0" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Joist hanger SIMPSC w/(22)- NAILS 1 5/81 THRU BOLT SIMPSC w/(22)' NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (17wide min.) Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ' SEE PLAN FOR •• • . • FOUNDATION INFO a ' a' STEM FOUNDATION \ - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements VO.6 X Joist depth D I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 I HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF JOA5j SECOND H10A SIMPSON (WHEN w/ (18)10d REQUIRED) NAILS UPLIFT =1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE �PVC OR SCH40 SLEEVE P r LUMBING LINE ra 1 \ d • aw • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0 CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE ° a a a d n °. .a a SEE FND. PLN. SIZE & REINF. z z� z Room a 0 ^ f 'zn v J V � Q) W f'a p 0 E U 01 �'M w OC"! CD r� i v 1111114111 A ' "c C `Z)vl��pp'• Z'LY J Z� —u Q F LL 4 S \ t7D>SStOCD W Nl1111`��� 08 ❑❑ 7o the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O CD z t11 0 tv r>iM C) M Q -gyp In a cn•LV_ z Q � LL a oc Q• '-' Q 0�0 E Z M WJ CD tt' z gin za g$U 1ZWy a0in o: ou ��® T W � za3 � U DC Q ua f �'� N^ 0Q ��z0 Q z � g-2 W Ln Q z W < z Z Ln fV O m N 06 Z g LU o SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION N0. 4mO SHEET NO. SN 1 (1) ROW 2x BLOCKING @ MID 2x#2 SPF STUDS HGT. FOR WALL HGT. s V-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE N (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 '' UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 ° ° (2) LAYERS TYPE I OR TYPE II a (#15 OR #30) UNDERLAYMENT FOR UNDERIAYMENT FOR ROOF PITCH 4:12 OR LESS. D - - REQUIREMENTS SEE R905. PRE ENGINEERED WOOD II TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH - - ZTy7p.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULA noN LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SN1 SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 112"HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH -/ �-TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR V GYP. TYPE "X" @ / (2)16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM (U.N.O.) (OR %" GYP. TYPE "X" @ ABOVE)\_�EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)11 NAILS 70016" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 A.F.F. @ 24" O.C.) 2 WWF OR FIBERMESH l 31/2" MIN. 31/2" MIN. ELEV.-O'-31/2" z A.F.F. p ° _ ° °'jI'jI'jI�r '3` 1/2"(min.)- 4" _ N °O •rrr ' o •• �•r � — 31/2"(min. - 4" (2) #5 CONT. 4" �r 1'-4" M 8" U.N.O. MIN. TYPICAL BEARING WALL Cad STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" oS�cJ� GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs t�E W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. ,o MN�� 5 (1) ROW 2x BLOCKING MID HGT. CEILING & 8" O.C. WALLS (2) ROWS OF 2x BLOCKING @ c° @ 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. 2x STUDS @ 16" O/C FOR WALL HGT. s " ( ) THIRD POINTS NOTE: „6 ' 2 INSULATION PER ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ 3rd PTS BLOCK W/ 1#5 CONT. 1"x P.T. STUD SEE SECTION C/S3 FOR FOR WALL HGT. > 8-6 . CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR c�.l LAYERS W/TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 11 "J" BOLT @ 24" O/C W/ 2"'X 3/16" (10)11 NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 2x P.T. PLATE STD. 90-HOOK (SEE DETAIL) WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ IMPSON SP1 wl (10)10d NAILS @ EA. STUD c TYPE "S" MORTAR ) (6)1/4"x31/4" TAPCONS SPACE ANCHOR 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 E *SIMPSON SP1 SPACED EVENLY #5 REINFORCING FIBERMESH W/ (10)10d NAILS �, WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH 2x P.T. PLATE W , CID ARCHITECTURAL TYP. T PER MANUF. • °11 ° FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING 24" O.C. ' ' GRADE GRADE 40 MIN. Fy= 40ksi a • ' a . @ r ° = z #3 & #4 LAP SPLICE — o 1 #5 VERT. IN FILL z_ �., C FINISH GRADE °O g [GRADE 60 MIN. Fy= 60ksi] a D _ ' () MONO OR STEMWALL o ° _ 25" MIN. LAP [30" MIN. LAP] '- 1/2" GYPSUM WALLBOARD CELLS SEE ° ° - _ w ( FOOTING MONO SHOWN o = U.N.O. FOUNDATION PLAN FOR CLARITY ° D D °D _ _ °D 6 MIL VAPOR BARRIER ;. ° - R 1 7/8" � - - T S FOR LOCATIONS) ° a I=III=I =I I=III=III=l - _ = z #5 REINFORCING BAR I - 1x4 P.T. BASE NAILER I I I=1 I=I I i=I I I=I I I=I I I- ? ' T #5 LAP SPLICE (2) #5 CONT. - 4"x4"INSPECTION D D° _ _ _ • -( I=1 � I—III=III=III—III=1 I � — ON 3" CHAIRS 31/4" BASEBOARD PORT AT EACH NFOOR BEARING WALL g ° D D III=III- I=III=I I= Ii COMP. SOIL. (COMPACTED TO - ° 36" MIN. LAP [36" MIN. LAP] (n,P) 8" 1'-4" 8" ;n FILLED CELL TYPICAL =III=) =III=III=III •• r - 10" W/ UPLIFT ONLY _ _ _ _ _ _ __ __ _ __ _ 95% MODIFIED PROCTOR ASTM N MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR III=III=I I=III=1 I I=I 1=III=III=) I i=I I=III=III=III=) I I=III=I D1557) - -rr- - MIN PSI MAY VARY PER cn �III-III—III=1 1=III—I 1=1 I=III=III—I I 1=1 I I=1 I =1 I=III-1' 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK °o MUNICIPALITY. TO CUT BLOCK OR POUR i i Ii i) ( I I III -III- 11= i i'— #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE 1- CONCRETE SLAB W/6X6 n- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/ UPLIFT rG a W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" �,S3,/) SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. ` 'E � Cl) ° L °° [ 0 6x6W1.4xW1.4 6 MIL VAPOR ► ° z 31/2" WWF OR FIBERMESH o min. BARRIER P; 1 N 4 ° a a v �GRADE COMP. SOIL. °O ° • - - N (COMPACTED TO 95°k -(1) #5 REBAR w/ OPT. N MODIFIED PROCTOR - V_rr ASTM D1557) - S E��NCLOSURE 3" MIN. CLR. - > (2) #5 REBAR CONT. 4'�f ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) MIN. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L S3 S3 3 SCALE: 3/4" =1'-0" SCALE: 00 TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)11 NAILS WHEN TRUSS ALIGNED WITH STUD BELOW --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALI_HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH ° 1/21min.)-4" (2) #5 CONT. I "4""j"`I I llf "-4 ,I I ... •I I it i ff U.N.O. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" N o OPT: DEPRESS SLAB 5Y2" i- DEEP AND 6"BEYOND E DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND = PAVERS / DRIVEWAY EXPANSION JOINT `g CONCRETE SLAB 14" 13' PAVERS O.H.D. RECESS .-{ z O.H.D. RECESS _53rn t7 r M • T • T CL - V_I °- i Lrrr rFb'. : [` \IITWTi r• I I I -11yAr%.. • :: I � XIW-Lim-• I C •' I�IIIR;,ILGIII;;ill � •; ;;J��,11 °o FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) M 1' 8" (2 STOR 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 001-01, 11 a J CONT, BEAD SEALAh INTERIOR ° -3 1/2" d CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB °° n E� M 6 MIL VAPOR BARRIER =U SEE PLAN 1 1/2" RECESS FOR A I 6 x 6 W1.4 x W1.4 =, FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH _N 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. FOR TRUSS co SEE PLAN FOR CONNECTION INFO = ° �N .• • + TOP OF BEAM & LAYOUT DESIGN ° SEE ROOF PLAN c W. a ° a a FOR STRUCTURAL _ 41 (- BEAM SIZE & Jd CONNECTION INFO M , • . ° ' . I � I I 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g" zo ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W F. SCHEDULE ¢ j SEE TYP. WALL SECTION FOR ADDITIONAL > SLAB INFORMATION. W SEE FLOOR PLAN FOR s W STRUCTURAL COLUMN SIZE SLAB STEP & RECESS S.G.D. M � &BASE CONNECTION INFO. SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD ,.. INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo-GRADE E �r, FILLED SOLID (SEE PLAN FOR = __ __ = a a _ _�` 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c9 _ = I I=1 I ( =I ° °.=1 I I=III=III=1' =III=I WWF OR FIBERMESH '- Cl) z g a w In 1 I= EI I I -I I=I i v 11=I I=I I= BRICK PAVERS or SLAB PER 00 0 _ -III=1 ! • °• Z ° =III -I I- I i I-i I i-III-III-III 0'-0" FIN. FLR. COMMUNITY SPECS " `� I' -i i t III —III —III —III _ —I I _ M _ _ - FOOTING III —I 11=1 I I_ d I _ II.,EIIIi1I=1ll��I1 -III-III —' BEYOND III „- Illllli�illl- - ; s ..• .• . PAD REINFORCEMENT. EINFORCEMENT ,,ll 3" MIN. CLEARANCE a •'• s C r rrgrr� a •AD INTERIOR TAPERED COLUMN FRAMINPATIO COLUMN FTG. DETAIL s C.9 zg z�z a a to C9 +-' W 0 c t� e 00 m l 901 LU ~ tNp 0 '-Ca N _ "� 76 ao FLv �k4tttl�tiF/rj . ¢ d Al1 BID. "` .. rim R. LU fl} L N ' LL O z a LLZ o N��1it1141�� W c ❑❑ 7o the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N 0Ill (U1� �>-I�MO z M Q '0 Lj I a cn .t V_ 0 1 -"% Q Ln LL z U C ,..i Q 000 z E WZ J � Z za J U E8 0 500 a z z F-- Z I� �f [g�j pJ + aL8 N Q Z . Z DC 06 3: o 0 U = H Z "' o 0 LL, d LLIN �oQ Qd- `=fW Z ^�E J Ln r 4 Uj LLJ Z v N 4 z z 0 Z m O oUj rn ,-i 1a Ln f SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION N0. 4nO SHEET NO. S3 (MONO) ZZ 12 �Typ) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO �TRUSS ABOVE ---2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" OIC EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) N 2x P.T. PLATE —ROOFTRUSS ;t 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 0 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER � AND FILLED SOLID W/GROUT 3 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF 1 1/2" MINIMUM CEMENT FINISH STANDARD 3"DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) —� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 . • - • • I ■null— --- �!.■ __ ill" "��- _.!'III_- ��IIII IIII� NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 8 1/2"X9112" PLYWOOD BLOCK WALL ABOVE. J SCRAP MATERIAL N N J Q w :- T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 3 KEEP STIFFENER BACK FROM SIDES ENOUGH C a TO ALLOW SPACE FOR FLAT MASONS TOOLS 00 N (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION o0 K/S4 GARAGE ENTRY FORM DETAIL = SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE 41 GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET LZ TROWEL FINISH SEE �8x8x16 I: GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR i ,. TRAVEL DIRECTION OF w X GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. ° a a e a a c SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E o, DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED M FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. I S4, PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 0 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL GL EXTERIOR WALL 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO LBLOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END WALL DOOR STOP cW� z:Eic MOLDING =rz a 2x TOP PLATE r GARAGE 2-16d NAILS @ 24" O.C. ORKzl�� DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 (TYP.) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. 11 r—CRICKET AS REQUIRED SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (1 O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = _ - SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE -7 NAILS TOTAL) EA. SIDE OF d�sT �IR, SPLICE PICE STAGGERED 10d @ 8" O/C STAGGERED FROM BOT_/ " �� ATTACH ALL . -' SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ (4)16d TOENAILS TO TOP PLATE ° a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLtC TYPICAL INTERIOR NOW AT LEAST 4'-0" LONG. TYPICAL OVER STUD BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 (3) 4) (2) (4) (2) LSTA30 SCALE: N.T.S. SL� 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) 00 • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 11/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 2112" SDS (3285# SPF) • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT p • FOR DTT2Z USE 112" DIA. x 12"EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SP4 SP2 SIMPSON SP4 SP2 SIMPSON SP4 IT FF 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING /8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO MIN. (2) PER TRANSOM BOTTOM PLATE TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 SECTION FLAT STRAPS PER CHART ABOVE TO BE BENTri PLATE AND BB/S1 FOR OVER TOP PLATE " HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SFF �N� 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B 11 SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR . INTERIOR HEADER: S4 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8° ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. OO SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SP4 u TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL e w a ADDITIONAL DETAILS RECESS LINTEL ° SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON `SIMPSON SP4 / SP4 SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE F 2X BLOCKING ° I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 (2)16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERE d 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) D TRANSOM FRAMING 0 o BEYOND. - N -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD o SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW o MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 0V z$ z z $_ Q __j 0 t/) Cn w Ca p 0 � e ru U o 0 m� LU —8 R - 8 th 0�N 000 = , zLLco <C o, mCL ¢o Al1 N C B D C !K"'o full I�� \ U) 4—v z � �, F L( a • W MFEgg16fhnl!` r To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z NO O v !� 1> z fln QV) MI) HLn L - � tZ ^ Q 0000 z W J W� za a F- ZI I !�z �K 6F8 VmZ � Za {UwC� 3 Q) U = /n W J - J �I'o �6 ?N LU �0 g � ~ Q W Q z W Ln < "� rz zu $ N C)Z Q Z z m O ONTO ,-! a U0 SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. S4 S AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" 0/C 2x4 OUTLOOKER @ 24" TOP CORD ZZ 4" MAX. O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 1Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 2 4 "T" ON TOP OF PANEL INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS x 2x4 "T' ON TOP OF PANEL BLOCKING, EDGES AND 12" O.C. FIELD BLOCKING, FASTEN WITH WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4)7 10dx3" @ 4" 0/C FASTEN WITH 10dx3" @ 4" O/C SPACED 2"x6" P.T. SILL ROWS OF TRUSSES FROM 2x4'T" ON TOP OF PANEL 48 O.C. INSTALLED PER MANUF. NOTCH L BRACE HERE SIMPSON HGA1OKTw/ (4)1/4"x1 1/2" @ " e n n N N EA. END TYP. TOP & BLOCKING, FASTEN WITH 5/8 x 10 J BOLT @ 48 O.C. WEEP SCREED SDS SCREWS TO TRUSS & (4)1/4"x3" MOISTURE BARRIER BOTTOM ATTACHED w/ (2) 1063" @ 4" O/C SIMPSON SP2 w/ (12)10d 518"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS SDS SCREWS TO PLATES AT 36" O.C. NAILS AT EACH STUD PLATE SPLICES W/ 3/16"x2" PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4"EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J ON SHEET S5 FOR r r SEE STRUCTURAL X-BRACING, AND TOP r "' "' " NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION `° � go SHEATHING DETAIL 1 1 11 ". 2"x4" CROSS BRACE WOOD TRUSSES ;° � APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C wl (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH �� �� SIMPSON H10A w/ (18) 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. CJ'CJ SCALE: N.T.S. S`CJ 10d x 1 12" AT EA. 2x4 OUTLOOKER 8d @ 6"0/C 2 x 4 BLOCKING w/ (2) 1Od OUTLOOKER @ 24" 0/C WOOD TRUSSES TOE NAILS AT EACH END @ TOP CORD 24" 0/C (TYP) BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS z 1/2" CDX PLYWOOD OR 7/16" W (2) 16d NAILS OSB SHEATHING ATTACHED BRACING w/ (3)1Od x 3" AT W/ 1 Od NAILS @ 6" O.C. • EACH CONN. @ 24" O/C E ES AND 12" O.C. FIELD SIMPSON HGAM1OKTA w/ (4) MOISTURE BARRIER JACK TRUSS 1/4"x1 1/2" SDS SCREWS TO SEE PLAN FOR BLOCKING & (4)1/4"x2 3/4" BOND BEAM CONNECTION TITEN TO CMU MASONRY WALL 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL) OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. @COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING D ) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8g� ADDITIONAL INFORMATION. g LO SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. 2"x4° SEE STRUCTURAL NOTES — @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE TOP CHORD SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR " SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. OUTLOOKER 1 12" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SEE STRUCTURAL NOTES 10d x 1 12" AT EA. OUTLOOKER ROWS OF a5° ± 24 MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROW EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT Wl (3) 10d AT LEAST 909'o OF WEB @ 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING — —� ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" 0 C SIMPSON HGAM11 wl (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU MINIMUM 2x CROSS BRACING a (SEE PLAN FOR LOCATIONS) (2)16d PER JOINT 311 CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 N O CROSS BRACING DETAIL J SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 1 Odx3" O/C @-/ 2"x4' TOENAIL 6" O/C RUN W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS o � "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX.:�� 12 E 6 A S5 i G 5 `-CONT. BEARING GABLE END BRACING DETAIL Q MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2)16d PER JOINT \-• MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL (M: SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 20'-0" MAX "X" BRACE SEE DET. J/S5 -t 2x4 BLOCKING —2x4'7" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL.(a:) SCALE: N.T.S. S5 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48"O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. INS ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3141 S-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"W' #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES PP.) /—GABLE TRUSS �VVIV I. DCFIRIIVU GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. o � a ✓,9 P� CORNER JACK U Q W cc cc 0 HIP FRAMING REFERENCE PLAN E S5 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL xa� /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION _zo z�z a V) 0 W 0 •U — 0 Ln c O 2 E � �~ M m� N LU .AIIIIIIIIIIIIIII0 E — E _ v - 00 ju LvY . -R$�-O ¢ to"a C5 B D.� N C-B D C r, fof/ \\\\ v ,�i �. z � t C �' o J o tl W Q. gall. IL°°'FLU I E S SI It 111 1 fill ormation, and To the best of the Engineer's kno n111) belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z Ir\► N OWCD > (n M C M Q � Ln G. cn •� d- Q�LLf) a z H .M oC V a T-1 O Q z Z E J W � W� Zgo Oa=U �W &H U W g L W J �Z 5 LL o. to C U = �/ z a O u- P Q J86 oa Q ^ uj ad - MR2 Z Z J Ln LLJ a E x� Ln N Q Z O N Z Z 00 O Co g = ,-i a (n § SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION N0. 4mO SHEET NO. S5 3 m x S N N I T3 .6 it 8 J L0 0 N DD 00 1X4 1/2" DRYWALL DOOR JAMB (REFER —1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER P T TO SHT. SDW2-K1 TO SHT. SDW2-K1 TO SHT, SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION MAX. 8n DO NOT DO THIS ' 2"x BOT. PLATE WI (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN, DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X 1 X 4 3-1/4" LONG X 3/16"0 FURRING X 3 O X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING #5 RE REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED I TAPCON. INTO TAPCONS TAP TAPCONS STAGGERED STAGGERED @ 16" 2X8 (T ` ' BLOCK@ SPACING f� 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 3 �� DETAIL STD. 90^ 90 HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" @ 16"O.C. TTAPCON 1X4 P.T, TE: & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL 1X4LJIL U P SHEATHING TO t[B JAMB (REFER EACH END W/ MIN 2" EDGE DIST. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( TO SHT. SDW2-K1 CONN. DETAIL `FOR TTOM OF BANDLi DDOOR TO SHT. SDW2-K1 CONN, DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1X4 FURRIN _J 2X8 P.T. WITH 3/16". X 3 +_2a NOTC @FIRST COURSE MPSON HGAMIOKTA 12" O.C. @ LONG TAPCONS ' EWS 2x P.T. AS REQ D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 NTO BAND JOISTD& 4)1R/4"x2 314" TITEN 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL +5^ NOTCH WEB AT THE FIRST 2 COURSES ' ` INTO K.O. BLOCK 441t# BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER _IJ] f FOUNDATION PLAN FILLED CELL INSTALLATIONKH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. Q11) SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR 2 STRAPS FILL ISt4COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8° SOLID W/GROUT 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG, AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS ° 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #)2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACES) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 11/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.SCRIBE POLY -CELL IN T7AREA 2 x 8 45 DIAGONAL BRACE AT EA. coNTACT ENGINEER of RECORD FORNFURTHER INSTRUCTIONS.()FACE NOTCH BACKSIDE TO FIT ARCH (4)10d NAIL OF ARCH W/ (3)10d NAILS EA. END RETROFIT TRUSS DETAILCONNECT OVERHANAT W/ 8d NAILS BRACE/ BLKN.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4) 10d NAILS THRU8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE A 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 7-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH ' DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Y," WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY x OV NAILS @ 8" O.C. FR/ygN ARCH DETAIL WALL USE (3) 1/4' X 31/2" TAPCONS AT 16" TO TRUSS TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + tFN�Th PLYWOOD SHEATHING 1- 11 1 O1, 51_ O JACK TRUSS PROVIDED BY + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + I Aff INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° Q•, ' WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED >. p EMBEDMENT INTO ) MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + ° ° ►.. #5 BAR ' �1/4" BLOCK HEADER t SOLID BLKG. AT TOP BTWN. ARCH 21-On 8n () d NAILS SIMPSON 5 12 SOFFIT + + , y . p. •' .'p p' • 1'On ° D. ` e . ° CENTERED W/ g BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP .. o • : ° H IN TOP 1 X 4 FURRING 8d NAILS EACH TRUSS p a : ' KNOCKOUT / iv CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END I PROVIDE 2x CONT.LS(3) CONNECTOR '� — = y MONO FOOTING •> ", p e PROVVERT. SIZE AND REINF. PER PLAN — BRACES WHEN HGTEOF TAPCON AT) ASIDE 12d NAIN. SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24 " BUCK- (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN, OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL :p ° • ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT DIRT z TO BE INSTALLED BUILT UP PLWD. BUCK - '-0"MAX E PLAN PRECAST LINTEL _ " STANDARD o ° SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION p 90 HOOK N #5 BAR IN r TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL L_L �� 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") , 11. , %• . , _ • INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" 'I'• % �'�'• �'� `� I M ` l e '•sk THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ ENTRY rL SECTION @a ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL, MASONRY WALL. SEE PLAN FOR D ) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT, FOR SOLID GLASS Aga. ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2" ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W,W,M, AT PERIMETER 1/2" NAILS TO STUDS & (1) - NAILHTT4 U S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD � #5x6' EMBEDDED INTO EXISTING BOND BEAM E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6'-O�� EPDXY MIN. 6" EMBEDMENT & O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F'F• 3"MIN, EDGE DISTANCE \ � � � FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 1•L- w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 c� THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o v p w a A REINFORCING AS FOLLOWS: � a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SLANT SEALANT c e r p — g PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ p p U Z #5x6' EMBEDDED INTO — EXISTING FOOTING C ¢ (2) #5x6' IN CON . COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL cn Ln FILLED CELL SMOOTH. DO NO FURROW. p ° N DRILL 3/4"4" MIN, HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT _I GRADE p. :. p SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP : p ° .;.'.. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. - z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g P TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ p (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE COVER EA. WAY WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LAVE SPACE FOR SEALING. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. C9 z z� Z J LL c,/) C9 W � U, �o 0 t'-' N L31 .� U in M a� — $ Of M O 5 LL ta4d�f1? Ly ¢ 05 CL a Al 1 B D• "•`•a.o•C uaa o�z °' z U) F4~� 5d uty u 'FIN F 11-C N� Te m W•�FESS ZLL tv! Hl!!!!il!{{ p To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD Z N 0 � N II M C M Q 'gyp ILI Q L-a� a oC 31 a 00 Q E WJ Z C) J W zaa H U 5~ZSZ Z� z J O V ® N ZL >S v, 3 OV = U) 0 .N W g� C o Q Z J ul C G Z z �j5 U L 1 ^ NO e0 cV Z g L a = V) W SCALE : AS NOTED DATE : 3/19/2018 TECH: M]AM ES VERSION NO" 4mO SHEET NO. SS CROSS BRACING DETAIL (TYP.)r1 SCALE: 1/2" = V-0" TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS-7 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS o, 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. d S 9 N N I i a v S N O N oD �I a 00 E01 E /—WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=1'4' WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM °° SHEAR TRANSFER N EXTERIOR. WALL r M ISCALE: 3/4" = 1'-0" DIAGONAL - AT8'-011 MAX TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM „ 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD/X/ STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPFTOP INFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION '�— MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL a MIN. 2X4 #2 SYP P.T. PLATE 'p W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY r8 SCALE: 3/4" = V-0" SIMPSON LSTA18 W/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: 1/2"=V-0" 51MPSON HUC410 w/ 6d INTO HEADER & ( 0d INTO BEAM - SEE 1OOF PLAN FOR MOI NFO SEE FLOOR PLAN FOR (2) 2x8 #2 SYP w) O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC. WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 44 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = V-0" SEE PLAN FOR CANT. COLUMN SIZE & BASE I-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULEIPLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F__� A SEE PLAN FOR 0. 0 SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SCALE: 3/4"=V-0" EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: 3/4" = V-0" SCALE: 3/4"=1'-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1 SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM I MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. `—• MASONRY WALL BELOW: SIMPSON °.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN q. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE 12 SCALE: 3/4" = 1'4' JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL SCALE: 1/2" = V-0" 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO v SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH tn (IF PARALLE SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE. 1/2 - 1 -0 LOW ROOFNVALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/ L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: 3/4"=1'-0" 111,_j DETAILS &SECTIONS (D zgER z Wall z J U) z Ln U C w f� o (D-* O Uj th E � U m w I_E —8 M 8' �, �M 00cm = Qj U U_ I �i ¢I �<C; A, B 1 N C B D C M d i •. Cz J O U) � Ll � -CC `��� ,_WQ W = 10ZW vrn�•:• W � RO F E � ��\\ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z N 0 B N > U-) M O M Q (n M Ln a cn•�d' oC IJrn M ' 4 a ECo z WJo� O Mj W za z n: z ffln 01: Oevff ?. L U) ;zz z R p_ z c O oz$ U = J Q PRz0 Igg o J -,' LU �0 o CD` f %k .� z J r-� Ln do rz Lij 8 a Ln Zfiz z CD z � z o 00 g w z SCALE: AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION N0. 4oO SHEET NO. D1 `v it 2 0 iz Go N M ---- - - - --I ^' ^ "" WEATHER ✓E BARRIER & tARILY SECURE WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WEATHER / `V (- RESISITIVE J1� BARRIER WOOD FRAME CONSTR. TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-l" BEAD OF CONSTR. 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN I WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND (A88EMalED WINDOW) OR EQUAL WEATHER PROOF CAULKING 2 O Ir O O WEATHER SELF -ADHERED FLASHING 2 ' RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING 1 (SEE DETAIL WP07) SUBFLOOR SELF -ADHERED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive RIM JOIST THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 1 1 AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head 2 2 flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW ■ SELF -ADHERED FLASHING FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER , EXTERIOR DOOR WITH DECK - SECTION AITA ■' EXTERIOR SHEATHING EXTERIOR SHEATHING 3/4"A' BEAD OF CONSTR. INSTALL SELF -ADHERED ,I ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD DOOR AND RETARD FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING � X DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING E AM SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH �O L© { U SELF -ADHERED FLASHING SELF -ADHERED FLASHING / 1 2 3" MIN 4 ra.r,�rnrv�a r u1�n i i��a O 5 SELF -ADHERED FLASHING F�m SELF -ADHERED FLASHING ■ •FOUNDATION WEEP SCREED DECK JOIST OUTSIDE CORNER I • JIT 1 icm) RED FLASHING %PER ,TH 0 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ■' MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDEDVSELF-ADHERED RUBBERIZED ADHESIVE THROUGASPHALT ADHESIVEFLASHINSELF-ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 0 SELF -ADHERED FLASHING INSIDE CORNER -7 Ground 7 0 IO RO Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shalt be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMANVDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as #Din each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED ■ NOT USED ■ NOT USED ■ SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing .Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 .- Z � Z Z a U, z UM M W C c0 O C� CD ¢ Q N C H D C Z M Z IIae oCD W �W � j a pa�W z Z m� �m W m m^� LLOZ CP V a N J G W N o o C.3 ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z C4 0 a)N � M O M M Lr) Z (1)O L^ < C U_ Q 0000 Z E § ra Z WJ C) OOED 2 Z /n �W N � 8�� N Q g� LLI W LL O a O C LU O n' Ja �0� t�0uJg DC Z Z J � Ln �-4 di Z �z 0 In ZW O N 0o Z :5= �Z�- tuu T--1 0- 1 to SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. W P A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-26M HD210.2 FL17232.3 ESR-3445 HU210.2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10855.23 ESR-2549 HD218 FL17232.3 ESR-3445 HU216 FL10656.29 ESR-2649 HD218.3 FL17232.3 ESR-3445 HU218-3 FL10655.29 ESR-2549 HD26 FL17232.2 ESR-3445 HU28 FL10855.31 ESR-2549 HD28.2 FL17232.3 ESR-3445 HU28.2 FL10655.34 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10665.44 ESR-2549 HD412 FL17232.4 ESR-3446 HU412 FL10655.45 ESR-2649 HD610 FL17232.4 ESR-3445 HU610 FL10855.51 ESR-2549 HDO410 FL17241.7 ESR-3444 HUC0410 FI-11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL176W.4 Evaluation Report HETA16 FL11473.5 SIM20DW2 HTA20-18 FL17880.4 Evaluation Report HETA20 FL11473.5 SJM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS18 FL10458.22 ESR•2813 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.28 ESR-2813 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210.2 FL17232.6 ESR-3445 HUS210-2 FL10655.92 ESR-2649 HUS212.2 FL17232.6 ESR-3445 HUS212-2 FL10855.83 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS28 FL10855.94 ESR-2549 HUS28 FL17232.6 ESR3445 HUS28 FL10655.98 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10855.97 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10656.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210.2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10555.109 ESR-2549 JUS26 1`07232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS28.2 FL17232.11 ESR-3445 LUS26-2 FL10855.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10555.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEGS FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST80 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3456 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA38 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11498.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3456 LTS12 FL10458.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-26M MP34 FL17244.23 ESR-3455 A34 FL10448.3 ESR-26M MP4F FL17244.24 ESR-3455 LTP4 FL10448.19 ESR-26M MP5 FL17244.22 ESR-3455 LS50 FL1D448.16 ESR-26M MPH3516 FL17240.3 ESR-3447 WM1418 FL10687.86 ESR-2615 MSTA12 FL17244.18 ESR-3456 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10862.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-W5 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.28 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10458.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10466.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10458.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.58/11.25 FL10866.12 ESR-2618 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL70868.12 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL114732 SIM200802 PHXU3518 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 F1.10458.8 ESR-2613 RT15 FL17236.3 ESR-3448 H10.2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.8 ESR-2813 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10458.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10458.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RT8A FL17236.3 ESR-3448 SPt FL10456.41 ESR-2813 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10468.43 ESR-2613 SPT4 FL17244.32 ESR3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2813 SPTH4 FL17244.32 ESR-3455 SPHB FL10456.47 ESR-2813 SPTHB FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10855.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3446 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.18 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.18 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232A6 ESR-3445 HD08-SDS3 FL10441.1 ESR-2330 THD612 FL17232.18 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26.2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) As required by Florida Statute 553.842 and Florida Administrative Code 99-72, please provide the information and approval numbers on the building components listed below K they will be utilized on the cons�ction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcstegory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0psf ThermaTru Firber-Classic and Smooth --Star (NON -IMPACT) FL20461.8 +67.0/-67.0 psf ThernaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermsTru Classic -Craft and Benchmark FL15225.1 +67.01-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01.67.0 psf ThernaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7840,1 +87.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL1 WWA - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential W ndCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopsy Building Products Residential WindCode Doors M (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W8 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,ard 847 Single 8 Pairs of Doors FL11537.1 WA (see inst art) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-55.0 psf PGT Series 55W FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL16349.1 +40.0/40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 WA E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and Hari iePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.O(-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Fell Undertayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Borst Tile Villa 9W FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters 8 Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WWD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL.6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on fhe jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE ^W W Ito O� N U N Q c O O C CU -0 CL O LO _0 0 -0 O CU LL .cn E W p CU .n a - ``C^^ V/ CL Q Cn E Z U)_ CU O L > CL O CL U O L CL CU W O L W� a z z a J a SHEET NO. PA 1.0. PLMBM4ti gat mm >Eft mmmkom RevNlon 2017 Thorne -Too Corpsrriow Celaaor)r. BOrnorpoen MrbOehes4: wymem+g ExWbr OWAaNmemn Wrpl ears Mailed: Evslosan Raped tom e FWft Rseldaned Ardraad ors UnwedFtOrMa PnalssYeml Enpaner Balod�Bmmre ML! f 4. Tlrarw-Tru FbWCbodoWood 8moaw-8W B Sale MIN )mom moodmom Revision 2017 rMons-Tw Conporaaon cebpary: EwNwr Dean ariCeYawy: aa' 96 k Door Aeerreleb Caeparwe Meawa EvaWwon RaW ban e FNMeA go 'A%MW or a Lkauvd FkrNa PnOlomabW &ohm B9■IL ad 1 MmmkaaWa a. Therrm•TN FbeMCWNa and BmoWSW Florida Dapa(hnent of BuEine s & Professional Regulation Building Codes and Standards Product App►ovd AppNcatlon Dsfel makm Sand MdtedAgkate Ydddlm RIdt VAW Lynam V OdroW P.E. Ryan A Kke, P.E (410)2161740 PE43409 (M3)7874M6 daseOeslWma oan Florida Depertnsent of Buse nm e & Professional Regulation Florida Department of Buahlw & Profatbnal Regulation pop Building Coda and Standards pi.1 Building Codes and Standards 1ra2o1s product Approval Application DOW1 a2ofe iemle ProductApproval Applloatlon Detail asom li piamimm MIN go 2MLbodO go )MMmd Laddr arLAR ■all aooratW Wad +0r152017 07/121J017 100,182017 12M22M7 Approved gn■Laanas Asowbood for Use Atmnd.erun !dada noma Oormtgromma fammdlomomL m faJROfE 9LOWL bola BYbolr Peat■ Na A ema3e,0 A4uotNa4rrped6quet Opsgs 1241rM No Yes NO WA Csiw00ebo Sdp y'borgeys Bkee Door QM/Allg(DIdIWero; X oanaNa11011) Mdtar Rm lido Me.lmama Me Nod MdanLALWmn YmWdMBL embalmed Madded BIFAMMO among Wad RNk WVd Lyndon F. Sd*MW P.E. Ryan A pp, PE. WSW? 1201132017 12212M7 FaMp FBC J (419)29&1740 PE434M (013)7646M ftkm*F.two-4ub"IL am 9MIML6m ammudbu m aoaomuwMm !lad lama GdMaNrabolle 1,16 i gild&" Q sidmo me■ Noll" Saa3P9 agw0bo4rpomgmt Opage 1241202+ NO Yes No WA Canpses Eep Fborg Skgb Door 0nwwplOWwke; X mMlpoedm) Florida Depmhnent of Business & Professional Regulation Piro 1 of 1 Building Coda and Standards ,a2ofe Product Approval Application Detail 1Salfii26,1114 Saa Igor or Rik Me Mr.Etm. Rm mm 3bwm mumda■L gourd IoaWrilbe■m mdik !dad YI& d lydW anAoumd ANMmd a d& Revbbn 2017 7hrmtTN CorporlNan Rick Wright NWaW AoowdmalNn & Ryan J. Kee, P.E. 12202017 09212017 12rZIMT Approved Cabow. BSrlat Dodo (41%2i61740 MunyermM kWblte (813)79746M mubCome ery: aces' EdmW D000AomrdAn d41v0 1 daoasaanb. Cerierrse dewed: Cad1swn Mork«Uake mum agilagiftokm gmddAm A■mmgagSe! A■[Mred for LIM bond lid■ ME &26NL200dow gn■dEnkmIomh InHvM amlaem OEM" Edmle t e. &quot chusbCrd6pet NW &gwtswdmrrb by Bye and W Opsq a and Oend FbngYw Dow WO 12412021 No Yes No WA Tmnm-Tlutquat rat w0wue address. Mewed red Oubweg IEMd4didm Florida Dapabrwk of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Piroldt II /fr2D1s RANNO M goal aWa(.r urn lie MMPama Me ram *No momb t Saari Eodm ALlnon MWAWAM Yddim admad FWAssmdl ammmd Wass Revelon 2M7 MIN ', sNor Daam Liam Banter LuYRokedo Won areven l&LMIdl, PE 05,132017 01/11022017 0100,1520,17 101102017 Approved Comeorrs Brtellor Dorn (717)300.= PE402614 (7M 3174464 SubCsagry: Sk"E erlor DoorAsmrrwmN aMrpromted•mm Canpmaos Moaned; Evskrtbn Repot San a F'lorNn Rrefaeyo, ANtreod or a Ltenss Floras Proioeseool Baker gtdLAU r a■omtr M d Ages bossed good MR EMOMLEMVLJkUbKgLl= Bmanubudow gommiOmmounimY ewag gmwdLk= amid EMa 1 SERIES 420 ALUMINUM 800 SOM42DAURnIUMSWOXO 12412M8 No Ys No WA /4&Y4Squo0W&get NON41ONFORGED Florida Departyent of Business & Professional Regulation Building Codes and Standards Product Approval Application DOUR papial ixws Ba ISIN" !Mt SAKS gem Me gmlmbmmm Me ms Valle mnamn faded Iodm KALAMM YdiMMM Idddmd Mimed FWAaenesf hound a" Raveser 2017 MIN r', awn Don Bnm raper lags Rakers Lorna Seven M. naldr, PE 060132M7 NMI=? MM&=7 100102017 Approved I No-, E edorDams (717)30"M PE-40514 (717)317-6454 wedAenery: Bark*BOwia DONANanies bsMerQmed.mm CapmaN Media* Eskrdbn Report sem s FlOrxta Is afslred Arddeat or a UMOM Fells Reasoned En~ samanmiftmkm owskAt+one AeEMMUWled Arm uLbLut bold ➢tit 5 SERIES 429ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED)= 1241201E No Yes No WA 143&*WOMA*Iet Florida DepaMwd of Business & Professional Regulation Building Codes and Standards Product Approval Application DOUR pie 1 ar l 1rmis BualaM MOO MEMO Wm i m an" bibELLLMM Ydddmtl.M YMWYd Mftdal 11CAt®1 Aaammd Arad Re Mal 2017 cww yysmsee produob Cmpww Mark Vwdrmrd sereMe Tos" erne" NA, o"Pbdir 112901017 061`102D17 1206=7 Approved OslsemnF Bnrbr Doors (613) 77040n hit (513) 3194" 6rec+kgary:eedlaelEvWbrpoorAsenebee ft' poyA n Carmpsss mowed:0 I I Milk«Lweo alrdcemoan Aaom�rJYe AtmldJfarJit botd Malt am2 EmalotMnallat fatMrtrmlalloegde k= 2VNNL ilQ Bldg" B■tn M OMvteae PAN VI53:73, 7a 84A ds.42.48.42a, Ole. Bed Pan (MM. 259&) empe-CN(W w W went) 05mrAn No Yes No -36 POFH2 4RST, SRST, toss, GRSS, ARSS, SM wmACODEA0174; Nor Games DOW PSF goad anikmt 20 Rm Me.Emmo idle fads lookK 20 21e 2dLbm lot fide BM )(Odor Wualret faded mmimKkLa■e YddmYdld Ya1mMd I BICA■■dl ANtadd Wad One VmrrR Y■Waoima 2mm immoLaimmn udidWtl mdwdld rods EMANoal AMMM Wad Redden 2017 7?WNWTNGorporedon RIdrwagnt LyndonF.ederetP.E. ftmJ.sop,P.E. WOW? 0711=17 10M82017 1N122M7 Approved Rorhbn 2M7 TMmrFTruCmporsdon Rick VVHSM LyndonF.S*red4PE. RyanAKeg,P.E. 10M52017 07/122MT 10/182M7 12/122017 Approval sat BM Version ! COMM; E4NIur Dow (419) 298.17n PE-4340p (613) 7W4 M6 Ca eeNY:BM0br r Dorms r419)296-17n PE�9n9 (NS)767-06M MICaNgW. Swinap 91 k Door Austrian gmwnsewe• ennwareor:eweapErderbrDow Assembles ndarOrwbNpoonNnhnb. Rawabn 2017 TMm►TNCofpo:dan f)orepmsrramsanot Eehusom Report Bee a er+f Canpmass dosed: EYAMm Report from a cad Calpay: ExtNbr Doan Method a ed. ■ Licensed F olMafedsl Fbroso yeg WPj or a Licensed Ropy ubCy: aMrgFp Memories br Do«MeaNWs PrF omi Snow" Coreplevoo, Ilollot Evahad on RopedSom a Floods Re wRe Arotewta•Licensed Florxta Lora lhmgadRmmddlm gdkAn®sed SarodMmM20a AmmrdrLMe A■mmdJKmm lailli glgmal 111Aa Near! 20" 1 mhww 1'emun Mora ONdkAn MMls ammndiwan A■m 1nlBilsi gueuemNJz diKon boded KENO Mdt dance BlNdAIAibd" 6 LTlemra-Tru Fiber•Clsdo and anwob4tor NmrbW 88dMftiatRorf-Nga6qual;Opaque lamlim No Y« No WA 9 L TMme-Tu F6«-0WdeaM Bnwotlt8lar fookk SISM 6quotNaflnpm60uot OYsd 1241PAM No Yes No (all � CarposM Edge Fbaryass leads Door anarksOue4ew, x mnmgursalorr) Carposb Edge FbaNMs Skpe Door (Inivilrepoulsvinq. x samllpuydlen) 14 n. Thoorns-Tow Flow,01most and &ami o goal looks MY gad Rm.Eta s Me fade police gm MEd 2mebema 111111 FLANM n il ram Mal■ ■form[ Sand Mmm!<ALanm! YtllddmOtd Ym■md hboMt 111GANSIN Aormmi alma !0= SI Ma ONdUbM grand EomY6sLiLlrot YmWmlmddL YmrMed frmWd FMAao®d among Wad Rawdon 2017 Tfermo7tu OaPenmen RnrNMad Lyndon F. Sdr4lt P.E. Ryan J. KYp,PE. 12/1320+7 17N32017 12/112017 Penap FeCApproval Rerelm 2017 TMrme-Tau Carpadbn RMcwrlunt Lynsn F. Sdw*t PE. RyonA soma, P.E. 12MMM7 12f1912017 1212IM7 PwWkV FaC Appeed mode ma Ila" mmadwm Ctlsemy: ExtedorDaors (410)2W1740 P6 43409 (813) 7674M65 CNpory: Pryl (HO) 20617n PE-48108 (8t3) 767.6666 MAsOdegoq: awMyrq Fasda Door AssMas -Nam& 6reaeear SwI able Ederlor Ss'*EduMon aebv�IpmsuYne. Rsveen 2M7 Corporation Con peens Abloot EvdsNon Rapert ban a man ROorAfoolna S am Cdospoyl rbarlor DOan Flogs Rsq- ' ArdnMd a a Lk:oNd FTedda Firm R� AnNed ari LLlansd!floaMe Mi6CWY orm. 11 1seq Oft! r Oa rAm"WOs Raerlonel Epesr Pnoftum Ember CW*W ore Intro! E1e4nsm RepatBom a BAMMMMIBmim elmedOWa Fbede Repetentl AalWct or Lia«wea Florida PoDteatlewEmgewr askAeton AMMULIoLft AMM M6L[Md bomd 21ma 2WELLMoot aaommiALUM hmawttdlrs )aged )lad■ Blip Ma! toLHoot BreeslEila BMMer bLmn Mai a IONM 29miL OM Rating Pressure, a L Therms-Tru FbaCWde and 8mea8r-8 Pr NO * mom 8quoot*on adigwt Opaquo lW 2W No Ys No WA 8 L T(emfe-Tn FbaCWtle ore smoolM&r Nadne1Go" &*W Nondnpedldquot Quoted /2011=1 No Ys No WA AM AMMLalde Composes Edge Fbaass 8kee Dee OnareaOubMq, X daiMuntlon) ammkggba Compares Edge Fba6laso ekeb 0Oa mwmk odRvka X SampaS*h) 14 n. TMnD►TN Flow -Cloak and Sneodl- er Florida Depalb7ant of Business & ProredRegulation page / or 1 Building Codes and Standards M mle Product Approval Application Detail P1t161211offil mm HIM= Mkmdmb= Sa" EralneAlrtn Ym■eedM )MYddd a &WM EWANOW Aaaond Wad Romeo 2017 7(wrmFTN PorF. Ridr WdpM NOSDrel Jworedtetlon & Ryan J. Keg, PE. 12202017 O 2112017 12222017 Approved assu oy: Model DOM (419)241740 Mospsed IreMme (813) 707-OM lrbCsbgrp SublOee Enrlor DMAMWMW rkinedt vMdpmmreens Cormpewrme mearo4 Generation Milk or Us" Man Assonsved foran Aar(omdbrNn lend lid■ Nag BS&OLOW oft SaolmlpJSmlgaleaMn 1eAM goodLi >i aoMMd Endless 6 s. igDot8slooU4heragDDt red&gnatBendmrk by &S and 8D Ops*n lie Ovid Fiber Door with 12412021 NO Ys No NA Tta me-Tn Agnwt eat wlhaa 8(daNs. Wwke aed Oubwlnp Florids Departnard of Business & Professional Regulation prop l a f Building Codes and Standards 111rm16 Product Approval Application DaboN got Endbr ale ale 2MLbagn LM mm low= amdearoc SEEM Eomer,ALIUM Yaadmom ri■dld ardW ZWLANoal Assom ast Reralar 2017 NWbndon and Done coved~ LuYRaesr(OLams Skin SL IMWr,PE MM32M7 01SM12017 01VI& 17 10M0J017 Approved Category: Extador Door (717)US-= PE4014 (717)317.OW SubCeeasry: SkIng exteda OWANWOU MM MNCL- WapdRrroO111erod: Evskdad Row Soon a FWA& ROaoterad ArdaM or a Licensed Flores possessions! F.eplmer gmdkAm ANESOMdies AmmmomcMd bond Raft Mti globasaokilmim IN hNW 2Mditl= coaled .sot 2 8E'M420ALUNNUMSW SEItIE8420AUJM NSUD OX, XO,Xx 1221201e NO Yoe lid WA 9eew txSO&gmt NON41EWFORCEo Florins DepaMTerd of B(sinese & Professional Regulation pios 1 a 1 Building Codes and Standards fowls Product Approval Application DOUR Bad Sat look= ale Ram RMLBtdda Me and ME" Irnalrrd STEW OmbE AMn YdeddB )MNdad Ashow LgAmtmd alemad lama Revlawn 2M7 POT kmkwirin Doan Rrrk aW"&DWO 9000-CER MIrd4)edo BOOO-VAL 12FIS M7 11252017 IrAM17 Approved (Atepry: Extoller Dann (94+)40-MOD (7M) 31WM eubCdoloW. Sift Moister D=Aennban M.an CNrpmNws mount cwmc im Mork or U V aigamaLBRink gmdkAnlmn AgoravoodbrIW An avadbrUo bo6W Malt ales emitNmrlle rarmrllnlomlegm INHVHZ 21MILim ln■md Ee 10 8Li0d670 (L NV Misses YilydU Vkgl Slav Ole Door 091402MI YN Yes Yee WA lmUILgdMk Florida Deparbysnt of BueirlesS & Pro hssional Reguation Sul di g Codes and Standards Product Approval Application Octal Progeldl immis B Mal Enewor Mlt Me 20LBNMM Rm MOM ).Mlle limtdam gob" em NKLU t6 )bldmltk HIM" &AN" BM.AMMO Ammad lira Renown 2017 clpayA -ImO Proewe Cm"" larkvAwAkw ldrek7aalke Santos NA, Oary"ANer 114192017 olmoM17 12062017 Approved Osseory: Mosier Doan (513)7704= MF (513)5194MM adremrsmy aemomlEwbrOoorANsnibls �•mm cewpmans Mawak cerSmoalm Mork «Leap B g1rdLAmmn Armin AumnUeMe bond Malt aai ageudsakismao %,HVW amiLmn lemlLer Bmmt 102 102 W6/6 PAN-2FI t 73, 76, 811L 94, 42, 46.42B, 480. Sea Fan (me. 25 gs.) Dabb4 r (Wr to lWr ONIA n No Ys No N7 PBFMI 41118T, OW, DDSS, OEM, ARK 9068 was) VMWCODEM74; W8 Urps Door PBF Fiorids Deparbrant of &nkwn & ProbuWW Regulation pap f of 1 Building Codes and Standards 11e40,18 Product Approval Application Detail Batwspm Sat Iook= Me Rm gobf dYm lab MOO )Bragg Mkwd km good lgaen[AL = Ndmi m !afar Maned EWAnmd among a" Ramon 2017 NVMrrdOws and Doors BraneMeer Luis Rebore Lams Balm M. Ulm, PE 0111`132017 0amir"? W162M7 IWIG=7 Approved Caso"r. BbrbrDaas (717)3650300 PE42514 (717)317.84M smbCsis": a" Extrlar DoorANsood" boWgar®ndrd.can CarPmnlN Mssrod: Eake9on Report Sam a Fbdda RaasWed Andrsd or s Licensed FNMe Probsoia l apeeer gddL&M an mmgums ammnAeEMt born grit Mal EMOOLNMNJbmkKgLvm $mtMndmt Sam InMOM QMMML llZ Bohm 17mnem 3 $ME$ 420ALUMB&)M 800 REINFORCED SERIES 420 ALUMNA SM REINFORCED OKO 12412MS No Yes No WA 145 311agoocrOMgaat Florida Deperl rent OF Business & Professional Regulation Building Codes and Standards Product Approval Application DOWN pnpe l oel 11 fowls BalaE3lt Row or m 20 DMLBN" 20 me NOW= m m&om 2009 lumuKamn Ymldmed.rt YMedd awlmw arAmot Ammnd Want Review 2017 Closer, Bnidkp Prodnwb Coring Mrk Waser"m 1nenM:TOWS SeaA, W ms NA, "Ahlr 112mQM7 OW 02017 12MM17 Approved cost erg: Bdrla Dowd (5+3) 770a0n re (513) MedsM SubC&%"! SedWW EwedoDoor AaaNrels manNMMOdopay ram Cewpirrw lasses! CodMstlm Milk or Udie BCC gMdkA M■te A■mmdfor LAM homuLrLWe M■md Mot eat ftwOoUb dOn gnMdP.absoL a lulailli 20NLNM snow itm 37 037 Vzoe PM42F151: 84A, ds, 73, 75, 1800, 19% M gad Pan 011111. 25 ga.) eftb Crop to or elre) 052120n No Ys NO •30 PSFkV M. MST, 4RSF, OW OW, 2RaT, 48,4Z M, 409, W9IDCODE61174: wM OreOs Do« PEF 428, 568, Goes, QDWV, ORss, GROW AMS, ARNIV, EDW EOMV Florida DspaMant of Business & Professional Regulation prop. f d1 Building Codes and Standards 105=6 Product Approval Application DOWN lla11n7417 Seale MtLor Rice Rik Mlmbndt no and Version mm mlwz SMtlnl EDofndALWoee idddmm gold" arm dmd ZvLhomm hi mmg a" Revision 2017 WRI1ES DMMon 0IAAW. ea Dedlo OM UL LLC Ted Beeen, PE 1113WM7 102M2017 12MM17 Approved CONAW. BrerI Don (6s+) 4942144 (30M 86 AM susdes con. EMNIarpoor GmipOne::b devsaledkaeaessgm Capons Waved: CWW495M Mork «LMtlp no BiltilTAU pendIm goRL&e AR Um Ali ■d 1rald art eta A booNLRINdowM InHvHz gelaueIM doom B■m■ 1 807, 707, 727, 747, rxt 647 8kple And Press of Don Float Glamad, and Louvred WOO and pose on 12412026 YN Ys Ys N/A below odd doom. Florida DapaMant of Business & Professional Regulation pros 1 d I Building Codes and Standards !ante Product Approval Application DOWN FLMI Hmm Mtle larks idle Me Amnon no MISS Version maignsee grad ambELAlWtm Ymildmdllt Ymlgdmg AM EMrAsamnl hEmmd Bat Revision 2017 N Wemwe so Dom Bwd SmSer AnerloNn AdhMdlrrd Mom M. Ukh, PE 12131=17 120312017 01110412016 Approved coegsry: VWldows (717)38&= MNueNUNs ANodelbn (717)31744M wwCeseMy: WFeed bsffmprOneOd.ow DOMPN wo WA* CanmtlOn Mark or Were BaamalmLe calm tRedLese■er AadMadJhctit Ammmalaegr lMoed gable Eta AL lL26dMndoMa gnborinboltmMls talaAJi 20MLM alh mr &EM 1 1SSPW T3 x 72 knAated bars 0410312018 No Ya No -8011d0 Florida Deparbrard of Business & Professional Regulation Roe 1 d 1 Building g Codes and Standards Product Approval Application Detell 141201e Florida Depapbynad of Business & Professional Regulation Piro 1 d l Florida Departr ft of Business & Pyr#essiMal Regulation Pros 1 d 1 Building Codes and Standards l b7JNs Building Codes and Standards W1201e B8$46M Product Approval Application Detall Product ApprovalApplication Ddd and Vendors tutted Rovbb 2017 Thermo-TNCapadlon Ltnpory:EI " Doors Sams bbmLame mdum" Rkk MWM I~ F. Bd.nK P.E. %m LKke, P.E. (412n-17n PE43405 (813)767.OW % )milamW MCmom amhomod AMNON am IWS=7 10M82017 1(YaW7 17/172017 Approved 1 DoorAsarn Slat soft or Rm Elm Me.P!Wds gm goal EoalL9t Me MIL MlLmale Mild ComaniesSemed:EEONlor Companies keledaa Reporttornmeld of BM Yenta moms 20" Eodk2KAIntt Ymil N!& VANd" MI■Wd rRigammal Among a" and mown mmwkoioo 20" M&MLLLkt! )M■mum wild" Maddr ffiddtmm momm Ewa Fgenln RaadNed An1atl «■ IJormed F1awe Reveiar 2D17 PDT erar.bem Dean Runs MMn44)se BOLO-CER mesdoede SCCO-VAL 12012M7 120812017 112F26 017 Approved Revision 2017 11111Vadowe and DOM Bnmabkw Anwmm Andk%d" SMvon M. Uldr, PE 0,110320+5 MA32Ms Ysaeed LkriesE VYkxtoaa (641)4"00 V"3/6.2590 Category: wMdors (717)305-M MradWarero Assodda (717vl-m 4 ainmwshdmib SraCOOeogn fiepe Wog �e4emn a0m trdtamrtm a■mmAbLum Arm dbLu a Isssd gait WrmPmmsse Waved: Codlloatlon Milk «Lake Csanpmanse Sewed: Crmmatlarn ark «Leeq Mai E guestrtY� Iowa 9mmaim Bored PJSmt B 8 1 a.:grwtFbrCesslo&rFrok.&*Mtwno*sw&wjct. 63M.$ Spuokki-loquot OWW FbeeWs 12031=1 me Ys Yes WA SWM Am Atmndffigt AsoormgAaJ(M NNW 21ME MddLANKIM Amdidtor aeoovtffigr mo got Rind loceSBr(wR aagwtce.rccre ma ore Goo.a)krwkeaoubwkq Gmdlpar.manr and GadRdgeddle gmmsdEnboaleMe Jmlail¢ garueltila milk" an Wes a gad�Ibdbotllegm InHYME glailLim alumEmmt 7 8N-0500 amps Misseskis Vey! no Vno I" Models 07=11020 Yes Yee yesNbl 1 HIS 188 Fe and Mop Prim 73n82 sodded OMn 02MGM9 No Yes NO •MFM Florida Deparhr»M of Business & Professional Regulation Building Coda and Standards Product Approval Application De d Piro/d7 famfe lookz Me Rm RdLbo s gm fared M Yr tic YmMlrg ado" FacAmigod AMMO ird R10kV"M Lyndon F. Sdmaa, P.E. Ryan J. 14e, P.E. lome2M7 070`122017 101`1120,17 121122M7 Approved (419)295-IM PE43400 (813)M4$N am gddLAmm■ra AeMMikLut AMM dloLum botd Rolle Bo mast go oldzmklmmao lslAillE RNNMLt ila Bohm Pee■ Nor or $803s;O ipwtNs-Impedgquot Gand 1241=20 No Ys No WA Carpode Edge Skee Corn (k*mk lOeuwefa x oadeeeson) ErrLr gad Rm 21khM Ma Rm gamMd rralmdAMOM logo" l dw" &als" Btgd000lr Ago am Will Rldn Woad Lyrdon F. BaMndt P.E. Ryan J. Kk* PE. 12177J017 17/132017 1221=7 dkq FaC Appo (419)2WIT40 PE 4.3400 (813) M46M ado gooLAednt hMM90L laLiln hwoodAKME lama Mmm ftwhoubmwom I In fm 2dimLim Bohm Peet No do 8e/m aquetlbn,bped8grwt (eased 12/91I1021 No Yes No WA CwouoN Edge Ferman SYrab Door (kwAvoomwwc x oaaprasn) Florida Deparhnad of Business & Professional Regulation pop l d1 Building Codes and Standards 101MIS Product Approval Application Detall "=aim fads ilGE= Rm no Nebulas Nrd and MOM= mmumbom Suit EoduKAM on m illik l Ymeed aamillla niCAMMM Anooi Wad Rrvbbn 2017 N VNndams are Daces snm Baer Lra R11 -' Lamp Orion K LVW PE 011y134M7 old i=17 08M620t7 I0r102M7 Approved Cdpoy: EnnIMW Daces (717) 395-M PE42514 (717) 317•MM 60408gry: 8lft Bdrlor DoorAs wan sapwaBnerd.aam Caepleme M~ Evolution ROW Ban a Flores RpeMs Amhbd or Lloanmed Flora ProyMelarel Epser gmdLAm hmmoumtdm AMMMIJKMN botm R■t Lai IRWAR gmumLim Bohm bland 4 SEFM420ALUMINlam SM REINFORCED SERIES 420 ALUMNA SOD REINFORCED OX. 1201=8 No Yes, No WA )(O, )OX OS&quo ouqua ; Florida Departns nt of Buekroes & Pnofessiorel Regulation Building Codas and Standards Product Approval Application Ddd prop. / ore i Wools 13aS527SB! gob Model ar 21b 20 MOO )addle WddMiNK Sememt LomemAMW Ydideaall Vdada AdmilW � among Wan RevWon 2017 Closer&04 ReMas Canpary Marlow 1nNWcTossWp Beams NA, Wry Plovr 11292017 061102D17 12MVM7 Approved Cdagor1: Edoodor Doan (313) 7704M two. (513) 5104 M sabGteeaN: 80dlowd E:enlor DoorMwrn6ls nwaswlomod)m.mn Conaeonow Momnak CwWam nr Mork «Leap BAIIIMBLDNNO gmdka mar Alemndtso4n A■mndiffiAn in" gnat aaa EWANdMOMJkMMKAEMM momtgmmum 20&M LmmNMtgdt gem 2ONL M sneer ft r 63 053 1011616 PANdVjs3:S4A, 04, M 75, 1SM, IW. 4RST, add Pose (min. 259L) Daee-Car(B'T to 16V 0621111M No Yes No .30 PSFWO MBF, GRIST, SRSF, 4& 42, 66, 481, 42yL M8, ODW was) WBDCODE8M74; VA tarps DOW PSF GUMV, ORM OROBV, ARAS, ARWV, EDSe, EDWV Florida Department of Business & P4Ofesslonal Regulation Pie 1 of I Building Coda snd Standards 1Jr2D/s Product Approval Application Dour B2liylli Sboe lodLac ale 20 DO bodka Me mm mmm mmuka m grad EDWMKAJJIM YdIOM Bl Mdddd Admmm MCA■md hweam a" Rerebn 2017 N vow" and Doan BnM Baatr Atnoken AMrMderd Sewn ore Uro4 PE 172W M7 +2/132017 Vamdded Coswr. va dowo (717) 30 -M MwrrasduanmAswcW n (717) 317-e464 srbCaeeay: 8kao Hung bsiWgraMeed.aoe dx.p.. MnwN Coldstream Man «Leong RWO LA■■On AtmmilLm AREMMLIM.Nn Used Malt AMA BBMNubmdlft lalAilQ awlmL m ammm Edon 2 185 am Wards FWFWes Frarm KM06kols Hoe 1e0a20115 No Ys No F001-00 Florida Depatnudd of Business & Professional Regulation pegs 1 er 1 Building Codes and Standards 11162Me Product Approval Application Dstall 19ai■l■ 91111 Room Ere no Melmmm Ede MOM Ymea um ram gated INNEKALMMn )hildmmWrt yolimd sibm BlgAtmM Atmad Who Revision 2017 POT extsbee Dean RuM MYMAeds SOCO-CER MMM-DOde 9000-VAL 12O M7 12OW17 11120I2017 Approved cesqury.vykldaa (041)48"100 MM31& M succoaaspor. Feed dnWkGn**Wbi*Lmm Camrpmrfoeemedfod: ONtMoN oMonaLeese gudLAr atmnglalMm LnomdfKMe bo■d Malt ales BroaoLlood m :bomtfra booLo m Iglu 90WALIM aared Ennln 9 PW6n0 (LAW Limb epsm Vhg4 Flood Whdow 04202020 Yes YN Ys WA N W -Cu (D Qi o L a� o 2 ca . c CD CU -CUC �Fn O O O O C C 0 Ll- 'a tQ _ O CU . Cn O L Ca. 0 .0 .- co Q z z W J W CU O -*--a CU W 7t:f O W CIO` 0 L CL CU Q/CL U 0 L ^ V, V `M� f..l..l W Q Z Z Q J SHEET NO. PA 1, lesions! FbRldt Doptrp7lDoM of Bohm a ProftsmW Rsr Mw Bdd28 Cod".td so - - Ppv, a, WINDS R ww DopDoBMwd of BLLMYIMRI a PIoU"lawPSpwm BLidnB Cod" and 8MDoldrdt . so Flaldt stmI Ba c� wW 8 RtpldtMoD doom � ga Codes ow RtpM/odon ~IMAM FRodMotApprevol AppBoall- o1ld Pm" AppwM AwboMoR Ddd RR7duotAppovtl AppBwMon DuhN fhoduMt Appwd AppbdoR Ddd EMt>�MI aldl Jim Moth MUNoOm tMtILJt aMw OrLmaNDowt MMdMt! BM go Baboon BM ldlirl 1BBIr1 grai� Bloat oft !lam am Mm Md" MOMMm AerLat BM BM BMEt ardwom am f_Nt aria =211111111 aMB1 mr MOMa MMdMOm MdtJt dMBo BulowAL wM ]MBIMMB! oM am giozm of Boy ]ILIIMm MtlotMt MWLh� ammo Blr Eldlt>mMA adM no MOM" Modoow MMLK BM BM fare bOUKallloo ]MAMMA! ]oMnot MOOM ndiman BM �fr foNt Mole ples MaMY wvodm..d Doom Ddaswl: VWAM ow~ Ld.RLOVE06 M am=IL Lv^M (I17►2164200 1 &= 4 p1712174M 1040=7 lon1 7 1MM017 Middle ApRad DA M. 21I7 POT,MmaM1M. D.11BwRWIMd.ao D.MRMR w.a.Da6t0Co-ow wNINMO@OOD-VAL 12DM017 1vlsaw 0%'D4N-0100 ff"3%4lw M"O017 Aw,wd RiW.. 2017 JMw,MO.sm4ftM Mra PMip. Do RM.M LCAM JMMt.dMd,PJ. L,OMq� F6MItt1 PMg2tl M6fl OSDow01T 080IM7 0MDow017 tomem Awmdd RMdwM 2017 J1a.MNMOaBkftF .kMa OdlBwp PImlMAlla PMMMwa Zhu RMMOLOSMm ift tmM.M, PAL OMQMOI7 MOYQO77 P00PboommAu7 FEO4M1 Dt>a 2fldY1 OM1a017 WUM17 APPmd. MriDl.ltw7tl i pgOM..w1wO owho.RgM4m. AM PIahMM.dbdatrouMdd PdMi ewlpMOnrwdmn 1YBMM OowFaw.MMmO CwDodso. Mwhtr4A+1 dAMlldimilf /Mlwl ddMM.dM �RML� omw#ftwMlMMmkllommrawdlamo Pla hiss t.el PA or011,wm1O11"Aa riar tltod1t116 toa10 .jdo d dA.a liM[IMl AmMr MN1r Y1WI1 ME mart AIMMMU&MM AAMMAMAK ROOM now MImC a mkma dMMot Elan fat! 1 MYM.pJlldwr0ludMi AhMOMI IM ABM ■Y" B]Ilrt]M!B AYmM1wrM.dlw oeaMaO1 Yes rr bll0ls Yes m VON ME KNAM toolL lrAMa a JRMIII aroma m MOMMoor ari &a ENrttaommo arMorBOMrOBM ItImM _ gout mB BNYm Et000ta 2 ON vmftoAkNom MoNM 13411101110, No Ws low N^ 1 Cwalwr NO Oft /2014= Yw VON, to 11.1 2 IMIM1PMtL,paft 1MrMardomeme 121M1a" Vw VON 1OA MIR �BIBJf Fkv DopR h ofBu*wwaProf mob R g IMon P.M,a1 Bumv code. Dote swla.ds aaw III Appwd Appftdon Dodd DO BON im NOW MOM OK on"oMMBMLaNDoOM ]E1moClt ]B l aid eddy AMM M1 Mrlo RMdM 2017 AW MdTMMtMn LF"F. tMwiR PAL Rma.L Wag, Pt lomo 17 11am017 UNIM7 lanis tT APpmd.d *ampor. PASS0WAO P211 to.M2m= Maow P94NO P1o7peeM O.nst.aw Alatrd: Bmmalw Mud f roll FL1dl1. RpMMOAr~ w * Lk"Mal Pddt gmdkA OtMt lmmmLkAO A11o✓mlim, Mmr BrIO MrA lrirtMlWdt amunLo maLow am arYrlmi Boon zB 1 \09r114Z7O44110O0Rt lhwtrtoDoYMNtA 12414= b YM No RN FbrWa DoptMw o of Bu*ww a PrdiDoAawl RopuMMor, B"V Coda WW 8lrtdtrdt ,rmm PloduatApproMd AppMMdal Dad RAUS &SM B1! Man BM B1M mazoo t 8s ]Ido es moot m far OmboLL l idiom& 9dw" MrodMd BCLRM� hood AMR IMdden SM LV Yodat.M.Madw TmvomMddlodw, TW4MANIM b"WeLPdod Lida BOOM lonam17 1sM00017 14. ? owl2om Around momo p m(u&cm PMB2484M6 PE~ 0020104101 lR beNlt to wommoYMaalatw. MiO11gw/. RMO� Aw1oo1M. M w w Md1salMalmR..Mp s7M.. Ompoommo we Bobo" flow w. R1dW IOrIMwOAmlllrawi LMYIW PW W P1aMaYMM go- Doll/OiOOI AIOOoLMtIMt hMMMIUJMt MNm now !t! IUIRIPMwIrIB Bo�rM.MrMaaLDo MJmB OBaWmi Rol" door 1 1TMOOR,LTVOWAAPVoanWbaop7M 29OLae1.mdvaolow pt4a. OYOOODoO YIN Yes Nla MA PI01idt OtpDoM11DolM of BU*Wn a P1Oi00ft ROGUMM Ppr1 at M A N g codes Bed sMDoldr I imam Prodret Appwa] ApPMMdbN DdM MIA= BOO go" am M000t OndO I aorMr S MMMLALEM rtltirtMt ]Mmo Aft BaAMNO A®B tM E RadiN SUIT AIM N*Tmwwm LWARM F.4do.I Pi Mona WM PJ. 1241112117 Iwox 7 lomt 17 I&MM17 APwdd DM1BwRa FwW WA Mo oft es2421s 10642400 a" 71741t0 hwPBww.111Bmt Br.lawaRlPaNwna mmopmeamd4m Rdda RgYMdAdr01pdr a U Wtlroad saumashoom lira amooLloomm 2000LOOMIN M lmM gmmk1mB BMMMMI an 2 0.sOm1PMMM.TMpmk l0al Yw4RUwvYftm ksF3 0 No Yw N. 11a1 RID41dt Dopatrwd of BMw,ww a PMObtoloRwi RpdMOn wMa, at BLdMAngCod"tnd BW,dt1 I vaww P,oduDl Appovd Applodbn Ddd E{lMYIAMi am �. undow soda 1AWriN_t MdltoAh Idiom Yiird � f®d AMR IIMOMa 21117 LV. Thomp maomThw *dob Tess CMiwM 21dM7R.P" L.w Mwdu 1aw=T MOM 1oR7M7 WOW? AMMUM 10006014Pp(IAIML7o) PI2)1464416 P674021 M2M M&IM Cw1p I RaMp 1rmaMBw71 Room AawwodM M w r M,Pd PidaM M.rM s7111m Cw1tO.nM MldMdr !>d W a MM OaM. PIad1. RpWddAdawtr. LI1.Mtl FYdd. P.bMMdsgmw amomaLbome most UKNM onants oo goonLoNMOOBM O]mR oddb mB Mmlor al 2 TAM0060060wokV84 aqw. d-A 0M1 No Yw 1w .OidtJ Flo 0"obPow ar Bud7ww a PmftwI W RoaMdMw A I 1 9 Coda OW 81- & 11 uwea PRWMAWOVOI ANkoftn D" aaosaaelt M" s an MMdmm amr : LU+ ]E.frYrlt 2 aks go � � ammod Orr. NOW" 2017 ON 11MImIliM.h rAWMwMma J"VKIOMMVRkm oMaFm7 mg., 17 ONM=7 tmav 7 ANIMd 9M11twF Rala1M P070MI PS MI" warmas1 �OOMsMfrA1111MtYigY. mMMtBOSt w O.nsaMM Mwt 1MMSM Rpa{ 0wa. raw RIjmdMditdtr♦U wwRwYM Fmbwwmmoomw andk/OiOOt ho mikim AmoMsimWM M� BntO MA L�rBlrBllOt no MMM1Q, 82�01mi Brdr EBrBs 1 QM AapwRRodsialsM. Mbl0aMwholvads416.iMdMlaMd.641bIM looms NO Yw to VA .r.11P Np1ogmwn FbddtDopsrbMuetofBu*wsaAoftwIw Rogulomw BMYM(M* Cod" WW B1lndorda v1aR. F4odlMot Approval Appbdon Dad Elt>MIYdi MorOm gi u sbmAml 3homo It Mibiod ht1 1 d A Brie MASON 2MQ LV.7hwgao., MaMT2wp.MAmhladwd 767Cdit o Modr70410MR Li1h. RwdM 11MM117 lame ? 1WAM7 1211SW AMUw.d MMMMDM"W(Lim= owmass w P6740M1 ¢2p2004= H2O ftdl0 ties saMDwawp. RMBa Aao.owY. M w w lllltal M M M R..Mp t1ww. ow,pMw"No wdrda4MrMMtai. radio FASMWM PoNmor a La nud Rad.1 amoNkunom fookA O ANNwda " AOM N Lft" lout son AMU ltiMBltBroMtw foMrtMNrtOBM hJABi ata1MM1BB Mmi" b1 2 TAMCO WWI$ NWVSMWM Boat 200LOamay.MdwMMWIpMtlldMa 00NMO110 Yw wa NL► h➢N Rix Doptrllnrd of BL1*ww& a pM%w1ww R1gArbn pM, a1 BLdMV Codw Dole BIM7MdoR I wns Roast Appmvd APpBod M Dtld EMtm� im ]oMt BM06OMK Borg Am aLb= amum t Mom! Br it IWL&MmW m1 sun Rodoma am TANNO*Ada Pr.d.dk Ma K.1dadR. LMM7RPad Lida Uwdw 0 W017 1O00am tamwl7 M1M017 AWMwd DdalwrA Q, f41714M41M44 Pn*w 0"3M1MM O..aMMMOYwk d.M.OM%W ftm. FlIdd1 R4rMwidAmMOaattri uaaild FIa11M. RaloMNaad aMlfn.R► BM1k1Omm AMondaiMt hmmdjKMO bow aMO Mr! EOOmonoft aANONSONOMM YIBLL alriltlmB bm= E1Notr 0 Ni lO YL bpMB.l./wdoq *IA 01MR71701M vol Yes NR NM R041dt OoptrtnDoa d BMd,ww a PrafitoioRw btatAtet+t aM 1 a1 Ca!" tro BIRM,dYdt vaBP. PMchod AWOM APpNDBtloR Ddel EM7� an d MmYoot am" A �amM *161 ML mom" i�1i � !mod BIOS M odda =7 LV INMPI ,Mad.aTho M ^Obddd TapCla~ Sod yftftW Lid. owsom 111101CM I 1OHIMM 11MEO017 lzi J 7 AMAMI AMMO ONOW(FA1MM 01149411414111 Psam p24200.111M Cd711P PAW4 >alawAMMa06Oow 0d1O.Mswp RooiO A.aMwM. M w w k% dNdaMRaab0*AWM cwpl.MM M*bdMMiftW%M. RM ORpYMddAnkloaro LIMaM.dFWN. Po(aodMM NN~ amssAinam softAroLmw AWMN&MtWt mumau LlMt MMr ME AIMt EN�poOr" BoraMtrMrIBBa. 11! aMOYtImC BrOgr a M 4 TAlIoo NOW TpdFlat0aYY.twM Mllaap7y SOOLS"NoaMrMor walla OWMAMS Vw V.a wh NM Flo" DtpMOMR,wRA of Buwnm a Probswwl RoplAto m Buldna Coda W d 8W do 01 PMtdUit AWGVMI APP8w8on DROB P se two uM"1r Fbeat DopDoYtwld of Bmiww a Pwfwdm* RBaMion Bus" Cod" told BMarMWdt ►rohot Appotvd APPftW- BONN Rw1 a, ,mam I % DtptRM,R,Dolt a►Buarw" a PrahwbRW Rtpw e4ridNB cod.t «a ealla.dt PmdMOetAPpwd APPMwron Ddd P.UK a, ,.001. FbMB W pDoOtA of Bu1Mwa a 0- 1tYoNB1 RtpdMOn BMAtlInB Cod" rd BMmModt Product APPMvd AppludoR 0" wl., a, ,wawa nfill� aM M11MLOI IN Br! aMEMBBMa BM ndsvlAel Bm mom BM afM areE.MB art BA NN= nor max MM llro BMLOot Bm nsAlAatt BBo Mm" BM noM aroEoBiB aM mt ado M ESOO L go" AmbE LLIn McBWBlL raDow MrNBo1 sAAO1Bd fmwi lam Mn ind mmabo oL BOMB oMDoMauM MrBa1BMt ]MBrBu ArL1ro MIA=" foB fi N an OOm mmowm BMMr OnouLL MMOM xdmm 1L Maro1 AM mounO food mom Out Moat mmmbm : B2ro i umcAu M bo Em/moa f1Om MAN Radial MIT Fa.w1MMPadoaML.L CMRJMM JMM.L Madow, PA* www JdnoOml loam? 1OmO0M7 loorm7 lsmasm A~ R.Md.. Ma SUIT LwewYm A~C M Jw LW~.PJ. 1MMFLU*%Pt ismaim R.ARty R.dMM tw 2017 dRodnel i1LMb 7bM imdlot MWOUdM11to.WAM 0.17YtW W MOM? 1tO0a017 IMAM A~ Roddy So" o"Po dl1M10w1lNm. Thm imo.MB W%WWNMRnbdm SMV&Wdw MNM017 tOO1QO17 1001RU17 ASSAM DrMwF RaMp P0O "sMtl FFdi2M O17f M411M 0r1/Ny:RMMMM (MMM12w4220 sMdw LAC. PMB s24O1" PODS swdwuc. Mno14o1" aitiMlwpp_ I Raaw*Aaaa.lWMww dMalw"M Pa41212 IM14147en OiCaYMdR bwaAmwMrMwr aaM MiaMYMrin tooOp TY �n�- 1dItMMMdaifteo rAn Mtlpvdta`. b.Op oP.M. O.asM.lwBMtdO Bmlldw PNPMOaa. w OaaslrwMltml NahatMRoFdMom. m o..aPt1MaON& A b.YdlM Rpdsw. O.gMMMM2aMdW tdMMMRyalwM. RddodPiMdlsa llagr Flares RpYMMA,dbdwo UnwodFbft P.M.R,lad mloww ph" noftw mwMdwo Lamm radio Pw%"W.l bMM.w Ei�rtLEwmr 8A?ta�LCSOd ma= �011 � nmomaimm9m Md nonumm Olt adm Q f1Bir Elm adEaoltftltlrw nO1Nr0oNMotOMIM 901ML L d Eames m0OLIBooMtO ammutaLm Amlb mlitamBlri a� Ao aw AM�M MIOr Down 27 wow R..Y.a Pr b.Rh.d.r 10004MB Res YM 1w NA is "bow woman Praft-LAM tvaw, FL /0WAMS No VOW OR MA am amooLmmuLemuNALSM anagummww m.rrAweMwor KM araMlma M.rM.B Ens slot ammounikLmmdmLWJAIM notmag MBM■ a.rrM.rr"aM ftm aMlllmL ■rMrr ERmlo 2 2-RAMDOWKAVIGNIOPYww4r! dm-Oftkb o d 12mi4m b ria N. NA 1 D.dOAY'dM LMROMLFtkWRRI= PAgftp Vwd o7lIMMa No VIM N. M.W7J louoatMlo itaBUMo fai �MWVWMI Fbddt DtpDoYntM,t of BudMw" a PMoholbnol P4*Asft P.Mt at &Aft Codot WSJ Ban, , p, VMS ftoftd AWOW AobsftN D" Eldiffill Awksmr 11�rM] mmosom aO muumu &= ]I�maL MII�Bro �t � Mond oft Roddy MT tamlRoaNa/MnM,INaM T.Mi amm w1UOuwmmmb w, a.7W. view MUlaw IOD0a01T iomiew ypawd o.Madr. R.a1p mo nwa7as ew.MML a pos s"r R1iO.MtMJR fte t"M NanMjMwl.Mrha.lw OaaaRMw.MlswR tlilNSMRop,Mmn. d P.adttalaOMddRr 6�81tE� awnuO ABmO amm dommi ft Moo Doom Md emboweNdikEhEmilmdrMrMrMAot amartMdoLItBM MLM ammumG Maoor mold 10 ammm PMLP.a.•Ia10a, CA 141DYMa0 b Yes MMa MAk Raft!) ; h w1M 4f Buthw a P cfWmb Rog A BdfNB Codes oltd I M- Ch dt PmdM AWVM AMMG@tn DMM IMILK O�MI1 mr mm Mart atom NMUELL MMM MaoM1! Mr�im Mm�BM1 mO1oO Ae,Othello °M Mtn RMd1MM 2w M"FAdrO/Mlardo,LNb 7Boadsi n" NPMDM1dka.M www a yvLWAW IOLISM017 I-ow17 lost4m APOmd.d DM1taa Ravid, PO21204m swdbM LLD. ptsses"M •iDMtw7r Na.MrO7M smmMJr.Mllrewrw QaaatMlwaMltmd: BmaA•/MM RoPwlOaa. a Pa14dOraMo0uibM EM>d6M� But morOmaMAO BodrdommLm ft� ! bA 17 Sallmew-CmaiPOMa.IMIM Eftandra udL RMPmBa-JftoAWG 1m01a0 e b YIN to NPL 1PNOMbaMrTA1MM FIDO o1p11M7,M1a of Bwkww a p COMM, PAGU M N kpl arl wav Cod" and 8M1dNds Isom Promod AppevdAMMON DoW NMIM. 20/7 tadNaatls/MaIiAJAN1 T1m.MJ.MnM Mao Wean mom" Q"wvww IWNWT tOO1a017 1M1aM17 Awn"d DaMtw7:MO" PMwsam lirdarUAL Pw u"M1 wClMpwI Ran VU- OUNIOMMWA§bM.w oom~mwmeadwwanMdpm. w PM.dbdMMM NrN7 eA� MIA !M"NtottMBMt arMrtJo BM � � BooYr gddb Es�ia 1s bn1n7f00•Cadry1W., Do11Mi.MRF Don• PMProb.Nl.dMwl IN 16004 a Ni YAW RR RM AMrirwM Fbw Dt whMda&Akws*aPraft"w Rt-A lkn ewwk1a Cafes NOW $Wdoldt tmtor P1adIotAWavd AppkWM Odd OA77Mi11 zm 1B Ot Mlrollm aeon MtoowAAMMOo M21MBf SIAM 1 � tad am RwWM MOt7 mWF1,-sIM.dod,Mb T1.am imumO 2MMDIMb.bdvWom OMVILW W iome 17 I lonfam APPMdad oalgw2•. Row" PM72"Qwe swdlMM LLM ow MMdMO sr+DMsoap Ran- on" sonsom dsBb"N Oaptw.MMmRtdMdeaMattmi • PidodaMhasMbls NAMMMabdm gowLiBmltlt AMONWML Mt Aemslwm am Borst MMa! morMm lom B1MrrMNrMtBM rlmQ arIMUBOr Moan bm 11 s.11m=-Ca '-VALMdm6s AmmOa Maras.-Ldowel r. loet a No Nan MM NM dales N N to U Q L C p. cu Q .� 0 O 0 O O Q 3 C Q U_ _ _ CU Q cu C 12^, Q Q Z rAA �J C: O w cu U ■ o1OOm U) OW Cu O Ld CL C U V L V m W Q Z Z Q J SHEET NO. PA 1,2