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Home My WebLink About113 Palmetto Ave (a) Jailhouse Restaurant 17-3329 (a) interior remodelRevision ❑ _ City of Sanford Response to Comments 0 Building & Fire Prevention Division EP Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov ......_-------.._.--- Pro ject Address: /'� `�,/�/<3 Contact: Ph: �� ci — �� / Fax: Email: .✓ S"�=�.7 ��a =�f77 L C`�c�/ �Mcchanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water Planning v ❑ Engineering ❑ Fire Prevention ❑ Building r� General description of revision: cc ROUTING INFORMATION Approvals Okay to make interior improvements as shown. Note that a residential dwelling unit defined as one or more rooms arranged/designed as living quarters containing independent sanitation and cooking facilites is not permitted without Conditional Use approval by P&Z. Revision ❑ City of Sanford Response to Comments ❑,Z111i� Building & Fire Prevention Division SEP 2 7 c407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Z'7.-'3 3Submittal-U0 !' ? Project Address:„-.,,/`./' ,i --X Contact: ---- IV Ph: en!!�s 7 ) C �2, % C/46 / Fax: Email: 4C C A” Trades encompassed in revision: 4 Plumbing 0 ---Electrical ---Mechanical ❑ Life Safety ❑ Waste Water General description of revision: rt c c (r ROUTING INFORMATION Department Approvals C 11tjes° x ❑ Waste Water ❑ Planning ❑ Engineering ❑ sFire Prevention ," © Building Revision ❑ City of Sanford Response to Comments ❑ 0 $�, ,�� Building & Fire Prevention Division ¢� *a SEP 2 7 Ph: 407.688.51.50 Fax: 407.688.51.52 Email: building@sanforcifl.gov .------Permit_#t , %,7 -� 3 �,.� ._ Submittal_Date Project Address: A�kr Contact: Ph: o / Fax: 7 7— Email:a Trades encompassed in revision: L Building Lf" Plumbing Er -Electrical 0' -Mechanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water ❑ Plarming Engineering Fire Prevention ❑ Building General description of revision: C ROUTING INFORMATION Approvals Revision ❑ City of Sanford Response to Comments ❑ SEP i 7 2018 Building & Fire Prevention Division Ph-. '407.688.5150 Fax: 407.688.5152 .. Email: building@sanfordfl.gov ,1 Project Address: Contact: /C v 1'h: _ �e �- �o l Fax: Email: t V. /z 7 Trades encompassed in revision: EPen�Building EY Plumbing C -Electrical Mechanical ❑ Life Safety ❑ Waste Water Department E Utilities lt�fly ol'lfl '„Waste Water_ we ❑ Planning ❑ Engineering ❑ Fire Prevention 0 Building General description of revisiom ROUTING INFORMATION Approvals -14", ml�00_111 ON n Sn!1d ' and antl ? �.,, v.-.. an 5• Hotf inL'swor:h /a\�.]!� `.=�j Parke-Dsu•is � Clad les ��' T€ec P Lti-crip ioa $hop �.. ry,_ � :-'rad�ets a_LT7F t>P.D'S Ll;_aiDr-N DRriG ';TO=' i 200 (1924-25) R. L. PORK w- 00:3 ,''`Odom Emma Indrs h917 Orange ac 'Odom Zezebel door r917 Orange av Oglesby Edw grower h Lake :tiionroe Oglesby Edw D (Carrie L) grower In Lake Monroe Oglesby Eug (Fannie) fanner h1017 W 8th Oglesby Jas L (Minnie) grower h DeLand rd Oglesby Jas Al (Mary) grower h DeLand rd Oglesby John ( Alice) grower r DeLa;td rd Oglesby Lawton (Effie N) h416 E Commercial Oglesby Lonnie A (Annie) h510 E Commercial Oglesby Wilburn .r510 E Commercial Ohlar,d Anna (wid Ernest) r418 Maple av "Oliver Lowman (Modest' iie) lab h06 Cypress a} ,101i7,er TMary dom r720 Cypress av Oliver Wm. D barber W A AIcAFullen r900 Elm av ORIENT FLOUR, Mountain City Dill Co Distekbuters, 210 W 2d ccr Oak av, Phone 609-J Oughton ktobt B (Lillian) car repr A C L h502 Holly 'Outler Hosea (Mary) lab r110S ttiillo�v av THE M T THEWS PRESS QUALITY PI2iN —.1No . VV. Commercial, Gox_ F R- Ave. Phone 41-,-L:, 0171ET THE (F B F-0hI€ins, A RatfeId), Ladies'; Ready -to -Wear, lKiliinery, Xen's Yarnishiugs, Shoes 215-17 E 1st opposite P O, Fhone 146 (See page 53) OVERLAND Ail' 07ifOB1LES, Semiuole 0yerland Co Dealersq a20 �+ :i'ark a€r Pllore a;8 (See gaze 3-c) OverIin Howard (.laud) mgr Sou Sell Telephone Telegraph Co h113 QST 19th ,'Overstreet Jas (Marie) carp h Dixie Overstreet Aiack (Adaline) farmer h1621 'C' 13th Ower, Emma L tchr r301 t� 9th Owen Ivy (Edith) chauf r1113 Celery av Owen Thos O (Annie) photo- 112 S Park av h914 Myrtle ay 10wens Wm lab r512 E 11th Pace Harry C (Beulah) contr hS01 IN' 1st Pace Mattie. G (wid John E) r714 Oak av Pace Thelma rS01 W 1st IPAC A � AUT01110EILES, San Jahn Ga.rage Co Dealers, 301-3-5 W 1st, Fhone 4:49 K ent uk,;aH,27I g ' Grks 201 E. Cr mmercid Flsone 17 7 k*,....00 r IM �a r: CN _ -14", ml�00_111 ON n Sn!1d ' and antl ? �.,, v.-.. an 5• Hotf inL'swor:h /a\�.]!� `.=�j Parke-Dsu•is � Clad les ��' T€ec P Lti-crip ioa $hop �.. ry,_ � :-'rad�ets a_LT7F t>P.D'S Ll;_aiDr-N DRriG ';TO=' i 200 (1924-25) R. L. PORK w- 00:3 ,''`Odom Emma Indrs h917 Orange ac 'Odom Zezebel door r917 Orange av Oglesby Edw grower h Lake :tiionroe Oglesby Edw D (Carrie L) grower In Lake Monroe Oglesby Eug (Fannie) fanner h1017 W 8th Oglesby Jas L (Minnie) grower h DeLand rd Oglesby Jas Al (Mary) grower h DeLand rd Oglesby John ( Alice) grower r DeLa;td rd Oglesby Lawton (Effie N) h416 E Commercial Oglesby Lonnie A (Annie) h510 E Commercial Oglesby Wilburn .r510 E Commercial Ohlar,d Anna (wid Ernest) r418 Maple av "Oliver Lowman (Modest' iie) lab h06 Cypress a} ,101i7,er TMary dom r720 Cypress av Oliver Wm. D barber W A AIcAFullen r900 Elm av ORIENT FLOUR, Mountain City Dill Co Distekbuters, 210 W 2d ccr Oak av, Phone 609-J Oughton ktobt B (Lillian) car repr A C L h502 Holly 'Outler Hosea (Mary) lab r110S ttiillo�v av THE M T THEWS PRESS QUALITY PI2iN —.1No . VV. Commercial, Gox_ F R- Ave. Phone 41-,-L:, 0171ET THE (F B F-0hI€ins, A RatfeId), Ladies'; Ready -to -Wear, lKiliinery, Xen's Yarnishiugs, Shoes 215-17 E 1st opposite P O, Fhone 146 (See page 53) OVERLAND Ail' 07ifOB1LES, Semiuole 0yerland Co Dealersq a20 �+ :i'ark a€r Pllore a;8 (See gaze 3-c) OverIin Howard (.laud) mgr Sou Sell Telephone Telegraph Co h113 QST 19th ,'Overstreet Jas (Marie) carp h Dixie Overstreet Aiack (Adaline) farmer h1621 'C' 13th Ower, Emma L tchr r301 t� 9th Owen Ivy (Edith) chauf r1113 Celery av Owen Thos O (Annie) photo- 112 S Park av h914 Myrtle ay 10wens Wm lab r512 E 11th Pace Harry C (Beulah) contr hS01 IN' 1st Pace Mattie. G (wid John E) r714 Oak av Pace Thelma rS01 W 1st IPAC A � AUT01110EILES, San Jahn Ga.rage Co Dealers, 301-3-5 W 1st, Fhone 4:49 K ent uk,;aH,27I g ' Grks 201 E. Cr mmercid Flsone 17 7 r r: A. P, CONIP\4ELUT & SONS Peal Esiare, Loads and ?mrmrance 10-1 3la,pnolla nti-e. r,%tabl;ghetl 1POS Telephone SSS S NFORD CITY DIRECTORY EL324-251 202 Packard Hazel r206 Avocado av, Packard May Mrs h206 Avocado av Packard Rex (Marie) grD er h end W lst Page .Ernest E (Gertrude, farmer h717 W 1st Page Laura M (Rid Pleasant 'W) h407 Aiangaustiae Page Lon lab r501 E 4th Page 'Wm eng A C L r)19 Oak av Pagenhart Chas L (Mamie) reach Sanford Alachine Co h217 Oak ac P LITER C LLIE A (Fra.uces, Flx-it-RhCht Shap axtd San Ford Sigr€ Sbop), 109 I0 SaufordE av, Phon. 173-J, res Camernr Cit, , FIs. Palmer E Renry (Alice �v) mgr Seminoie Abstract Co .res Winter -Park FIa Palmer FIoyd (Olga) slsmn Kent -Flint Motor Co h 906 S Park av Palmer Jas z� (.Agnes) forma h end Itis 20th Palmetto Lunch Room (C E AlcKee) 111 S Palmetto Palms (The) B J Corwin prop•hotel 420 '�V 1st ''Parker Elijah lab r Cottage Bill 'Parker Eliz dom 1909 1,0illow av Parker Emmett 11 (E fl Pal•l:cl• &L Co) r611 S Park- av Parker E H & Co (E:Ef. C ;.s.ri:ei 1 traffic mgrs Seminole Co Bank bldg Parker John D (Sarah) 1l [7 'Ntyrtie av Parker "�Vm A (Easter) E)icycte repr 200 S Palmetto av h1215 do Parker Wm S forme l CL 1;102 Oak av Parks .Earl G (Betsy) carp .t C L r906 N.Lyrtle av Parmelee Hillis C (Anna) ,roarer h.DeLand rel *Para ell Oscar (Emma.) auto mech 11:1:003"N 10th. *Parramore Genia doro, r11. i S Sari lord a.v Parrish B K pntr r503 'GV 3d Parsons Eliz J Airs r3l Oak av Patterson C Edgerton bl.pr Seminole County Bank r 401 Magnolia av Patterson Aureus E (Irene E) eng A C L h70S _'�V 3d *Patterson Rachel ludrs h804 :E Sth XPatterso I Saml (Fannie) flremn A C L h42:3 E 3d "1`ixczd i+ 4'our Ec •t r oocl runt ?lore. DT Zt" L°liother K Ifilk Bread" .and "Ds Iter Nut 33read" - i2G rIr3GtipT.7.2 1'4".L+'. PH®S-r.. IG5 :tom. STRIC"KLAND-i4I ORISON .INC. it ;r, A'r SAMFOP,D AVE. PHONE :W0 Schnable, -Wm (011ie) h1601k -,,y- 1st CC �. =• Schoer_eman Carl carp Chile &-. CO Scholl Carl elk ACL x404 S Palmetto av Schultz Cassandra (Citi J) .r Pa:irr±etto av cor E Sth T<el�are Bd M01 E :13th Relen q airs social ;alp State' —:Furl H :funeral dir Erickson � lnera€ :.:Come h101 E «th —Patricia. ti elk Russel & AZo:il r1 11 E 13 th SChtiacke Lnllis 11 (!Vary) baler 1701' E _4tl Scipio Sarah (c) cool. hlB02 -W Nth Scott Alan C (, ohn:Iie L) h71:1 Ce.€er;, 1-4-7 —Beatrice (c) r705 Locust av —Bessie (c) h.1:.04 5 Cedar av —Bird2 tc) h,1421 Bell a, —Clarence (r ibia<<) :lipr h1813 Dl<^clsto<x s.:, —Dale l it (,LJardal *nT) student h705 S Park av —'Dale L jr RVadalyn L) student h705 S Parl� av —Da,;;d .� (c; Rosa I) h0,14 Pine av SCOTT zrRA ti D (iYlzr<r 1) (Sanford : knt<e t'ar'ts Co), hM'11 Snrn.neriin av —E en y (c: �`rances C) lab h1i0i 'tr 9t 1 r r: cr tn.� j C (Alice) [420 CV 1st —Jesse .L (c) 111prVrilson-Too:mer Fertz Co .1104- S Cc -lax av —John '`C (c' ANI -au) lab h009 Avocado ac --:uladatvn T Mrs tchr Sou -Li Side -Primazly h705, S 'Parr av - uta B Mrs ofe see Sanford ZU1 Nat'l :B.I'`'.1 i W; ii:t-i —S�u-1e 'c) h705 Locust av —Sidney tc lab Chase ez Co r Celery a, -i:mr. 11 (M .i o_-ei Cel v-Dres _,,m F-rtlit i;,rnw rs :r112 l?llin t av S rev to :Hattie (c) lndrs h711 'W Nth �2 (""} Sccuggs Anita IVFrs ?vaiter', algreems r -L212 S Sanford ail Scudder Glias :G (Ftarriett)titre[ :m r la :E'ataer h2F 00 S San- cord a4 sem+ r t St air. Collie ( 1•Iary) lab h".610 W 10th Seaberg Harold TV (IMarL A) a p OCAD r30O E;18t,h hoard. Oil 00 "Cine Ardrevir J 'A_tersolz age 31s6'v ist (v) :r '.1 , i -5th r ~.,archer Tobn (c: Carolyn) plst hi5o r W int•h SEAIRS -ROEBUCH NSD CCS, Pepartment Fore, 11 N Or stl e x , O-clando. la; Mad Order Stare 11'1.5 E lst. S xdoC vd (Fer -i }rt er zn€oe'Ixaariou see Daae ?w Ruyers` Guide and :right bout -m lilies) Secur, v Luan er yes Sulpl-v Yard (:l Hlug,h Tralzck) 520 S 'raDle av a ` fto"" kbn > Serlro Cllla'Nlrs c; Cllr. A%lalztic rife .Iris Ca r5?5 c (_ Cypress _ es. av Sel'lr s=irna C' 'le.trs r7�� iE� 'lst aX:t 1 SeIrMln G',Y S((Bessie C; Sal -ford Ch"11Ct plays 212 Par, av h,2i9 S Pal ettn• av Seminole barber S: e ;c; Rob' :113 S, Sanford av —C:uuni Y ir,L Iuberc:ulasis Assn .2Trs Eliz Kircher exec sec 1066 1z .Magnolla. a E . C� " .rats' ,. '� 'T ._ �{ ^' 4 4U-allUs 'When 1Eou Need t lee."tricat Re -pairs j [ nota rtc-�xsGryrinr:ora rLC1_ •Rrc rryrcR — atrroroxarrtvE GtOde tnd r2 -at gide lines) :tom. DOWN TIN CLEANERS & LADY . �M S F l elto A-& Sanford, Fla. Phone 914E St;MI1OLE. COUNT- C�1r�Vl E;� 0, CCo�•ti1'E.��C13 .�elwa.rd t girs See X,gr, E lst ae ear Sanford a r, Tel 5:1 (For 'U?rrthe[r :'sratalnxretia:n see pzt, e B) VlMI`'it'all-:, C4D' li7_,;, CREDIT-i'.,SFO'C1.1_ll.0 lel i C`, 1AIrs :>eien C.arraway , e maxed t Bureaca of Saufo_d US � N Zark av, Tel 10 (Ftrr illr%CICr �nifar:Q<Lf�it,1X1- see .12 .pa_e x3ui er,s Grt de left battn-Tn 111zes) S.E' a+��£.14F OT; ' :OI� NT lr 7 S U .Dr.y CO ifarign :i. 'V�z es ad _-Manage i.c faxtht llzaerxa Sec -Tres. General .Laau 11.'';4and Dry Clemki-ac(Pffice ::L.IId �liLri F, Sl3 1 : d, j l'ei 175, (i nr fuel—ter Er forraztion see rade .,5 >arcvers GtOde tnd r2 -at gide lines) :L7iEiYi_xlst C`L►CIN'ri ?Y OTO]i•S (John lx F t- n), Ply mr.•Ittet and L?olge M9to2 Cars mel 'e?nne °t7zt. Txucks, T' ed C,,.rs ares Auto Farts a.nC A, -=es,za^fes, 10,1 . I'altzletto a_v. "lel lflli (For fnrt`<ee frcrat ecwer) f O G_Z.T ROUSE. 1-011 N_ Park axg �rlcultUral gent`: C Y, Ds a 'son le" it Court House c nnrd of Com -m ssioners -, i rG I ilvee (,Geneva) chair m_ , a n Pope J P IvIcCleland .S J Overstreet street (LMag—,00d) C l R Clorlts (C-iedo) mernbers 3d L' C'otart :douse pard of Public Ins rr ion L e i ord,-� (r,- edn) chaff m John A Bistlire -ood) �4-alter t p (T ang 11 daYn�, n:erlberS I twos V7 Lawton sept 2d fl Court dn,Ise Court Judge Hon Foos W Ware 2d Court Horse Health Department C13.-ville L count;- .phos Chas L �r Parti count- surgeon 111 .S. _C almetto av Palmetto y4 HealthCrtlit � rank u Quiiln.an health ol:Ficer 12.1 N Oak ^, � .��•��. av f > 1so:me Demonstration Agent. IVErs O lda G4ilzon ist :f, Court• M mese Fail 117 diton av Prosecut'llig 'ttut7rSlE Z Geo t)L Speer jr o:fc 11 I,` it'Ia "ICI 1a Sa 1. c SheCiff �-i as s „N'T apd 151 R Court. House yC 't tto eL'infonder_t of Public LIstr ction, ,1nos 4t' won 2d `1 Court House St,per:^lsor of --legistratiozi .Mrs Latlrine A Beal 107 M, nalia. av Ia x zlssessor &<d .ford .a Doudiaev 2d fl Court ziotuse Tax Collector john ice? Jinklras 2ci fl Court, rous�P m{ g SF414v S gO;LL S,•Lr'L�i_F d r Z:.f>.�S+.I. �T.Ut�1i•.44ti -ND R�.�...LTR ASSN, Mr4 41xca1leth lurcher ENeettt've Sec. 'i`ouchte}n :P'_dz, � 'sb6 F_:�nCltiz as Tel 794 � a -DR-(_NTa ein e>1.1faITO, " '� mvi •e M.8 -v2 ��JLilli LCiS4�.Ci .��+ � _ S '" "La'C1ltiia '3.S Tel ;3J1 (�'4t' fx% -Muer � see 1PR.go lJ Bnyers' Guide) School Ize:rrnan .., ,Morris Aran S Yrench aY cor 'W i 'Pari Shop (Jack, K, Morrison) 20-1 Ni av r :420 C a -X 0 1- I r e -a CO 1. 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INTM Of THIS DESIGNER THAT MALE FEMALE MALE: MALE +k , MERZANTILF 1 1 1:50.0 1,500 % 1.150 REQUIRED I I For Rim 4 Cover (TYP) I I I 15 THE RESPONSIBILITY OF THS LICENSED PRO'I I OUTLET �) --BANE 'A`/EM=NT FLUM51NG MATIERIAL5 I POI: WATER PIPE: cPvC_. 0TH BOLYENT WELD JOINTS) 2, DRAIN, WASTE AND \/EINT PIPE: rXV PYC WITH 150LVENT WELP ZINT6 5CALEs QTS PROVIDE ACCESS 2, 3 FLOOR DRAIN CONCRETE FLOOR FLOOR DRAIN CHECK 7 -CK, VALVE FATi- W/ G -R. T:: 'A T T, t4 4 F31REAK 0 . V"' _J� i. iz -, 9. 1 DOt,*1EE&TIC WATF-iR F> L A IN SEAL E; BITS F I V. I... *~ $I FLUM51NG-� IX -`-URE CAI CUI 41- 10N OCCUIOAK"Cly TYPITE WATE;? URINA11-5 LAVA T 0;. R 1E IT 16 THE. INTM Of THIS DESIGNER THAT MALE FEMALE MALE: MALE F-EMALF MERZANTILF 1 1 1:50.0 1,500 1.150 1.150 REQUIRED I I THE DESIGNER LISTED IN 11415 TITLE PAGE. IT I I I 15 THE RESPONSIBILITY OF THS LICENSED PRO'I I I I I MERGAINT10 *-j 1: oo It5oo 1,15-0 1:150 REn.UIRED I I BEFORE ANY WORK 15 DI AND TRU5556 AR+E CONBTRUCTED, I I PROVIDED I I 1 1 A55P_I'ei,P31I_Y A-2 I. I 1:71� 1:200 1;200 REaUiRED I I I I I I I I 1! PRO"I I 1 1 2 _I 1 2 - I D"RItIN WA&TE VENT RISEfR CD OL CID OL Imm N' P 5�1 ,3ANF0R,D BUILDIIAG DIVISIO)I A PERMIT ISSUED SIHALL BE CONSTRUED To BE A LICENSE TO PROCEED wrrHTHE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TEcHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT I'HE BUILDING OFFICIAL FRONITHEREAFTER REQUIRIJINIG, A CORRECTION OF ERRORS IN PLANS, CONSTRUC] 10N OR VIOLATIONS OF THIS CODE FLUif3ING-P GENIFRAL NOTE5 1, ALL FLUMBIN115 11-415TALLATION5 AND MATERIAL5 SHALL BE IN 61-RICT AracORDAx,1,^1 WITH ALL LOCAL, NATE AND FED,=,RII rOQF$, AND REGULATION$ AND AUTHORITIE-5, HAVING JUR115DICTIOR Q`,IER THIS PROJECT, COORDINATE- ALL FIFE, ROUTING Wj�1 ALS OTHER TRADE$ PRIOR Tin. INSTALLATION, P0JITE ALL pip I ING TO .1I DUCTWORK, PIPING AND BUILDING STRUCTURE, PIPE ROUTING 5H0WX 15 SCHEMATIC AND 1115 NOT INTENDED TO INDICATE EXACT RMTING AND .ANY ADDITIONAL OFFSET'S AND FFITT NiG5 REZIRED FrORPROPER INSTALLATION AND TO MAINTAIN 41 BEE URAL DRAWINGS FOR FIXTURE LOCATI01s~15 AND MOURTINr', HEIGHTS, PROVIDE ACCIR."m' PANELS 70 ALI VALVES WITHIN CHA�E& OR 4501,16E CEILINGS, REFER TO ARSIHITECTURAL DRAWIkIr-S5 "FOR CEILING TYPE. 0- 6. PROVIDE GAI'VANIZE-P SHEET METAL. BAI)�,)! BETWEEN PIPE HARGIERS, ANID IN6ULATION, L - R PROTIDE G -A,! VA NIZEED CLI -1/16 HANGERS WITH( -ALVANIZZE1) RODS F 0R ALL 5 AN1 TA Y, AND VENT PIPING 45OVE GROUND, PROVIDE. GAI - VANIZED TRAPFL7_ HANGERS' OR COPPER PLATED CLEV15 HANGERS WITH GALVANIZED TkREADED RODS TO 0 SLIFPOR7 AL COOPER WATER PIPES ABOYE GRADE, 15,,.)LATE COPIPER PIPE& FROM DIRECT MTA(7 WITH CEMENT OR BLOCK& 15Y THE U5E OF. 30 LB, ROOFIR�a F=LT, IJ. ALL 1) N�EN151-ON5 AND ACTUAL CONSTRUCTION CONDITIONS MUST 5E VERIFIED AT THE 105 SITE, 11, V_EE-'Vt-: AND FIRE &I ALL PENE71RZATIOIN5 THRU RATED WALLS, C01_145, ETC., INC�,.UQIN4 ROOF) F . LASH AND C'0L1NTERFLA'5H, RI PE-1`IETRATION5, [2, ALL "I :,144L CI -ii -AR FRE0SH AIR IN7TAIK"5 OR GOPENIN45 B -Y A MINIMUM OF 4+0'x" CF HORIZONTAL OR3'-`OFV::TrAlHEIHT, 'Ag011- ANGWA,'T5E PIFING 5qA-! BE iLOPED AT NO L ..^t....65 THAN 1/51 PER.. rOOT UNLE6FOXR1,P D 0 / INDICATED ON THE GRAIIJING5 OR IMPOHLPLE DUE -10 FILI D CONDITIONS, ^I 11 1 31 *11 51 144 CONTRACTOR SHALL INSTALL DILI ECTRIC UNIONS AT CONNECTIONS OF P155IMILA J il In" 1 11 NOTE-, TH6 5TRXTtIRE HA5 BE; -N� TO MEET OR EXCHD 1HE: WIND LOI D R_7QJIFEM=_XTr_ OF T'�1= 2014 FL�iRIDA 51ADING CODE aTk EDITION F.I k�� ANI) IZ'LUDIXG A,-,r,E 1-10, I. IJIto sPEEF) .1mvd ULTIMATE WHD $FrIED fVULT) ANP 10a �% 61 2, R16K CAIEGORT 2 CON5TRUCTION TYPE -- COMMERCIAL (11-B) 3, Wla11) EXP-0'v-'uRE - CATEGORY C L. IN1T=_RN4_' FRE55LIRE FOR EN'1'144W 15UILDIX� I$ 1,P' I HF4, 14T 4 ADJU&TMENT C01EHI1IEN1 15 1.40 -7-7 FLUM51NG LEGEND SYMBOL A55RV, DESCRIPTION ^AN ,.AN, SANITARY WASTE cW COLD WATER V VENT LINE _J1 L %/TR PENT THRU ROOF P -TRAP ,41 NOTICE TO UILD OR OUJNF�R IT 16 THE. INTM Of THIS DESIGNER THAT THESE PLANS ARF ACCURATE AND ARE CLEAR ENOUGH M TH;"z LIC5N16:-D IIONAL TO CON5TRUCT,TWI6 PROJECT. IN THE VW THAT 5OMETHIN5 16 UNCLEAR OR NFED6 CLARIFICAT10K.5TOP-AND CALL THE DESIGNER LISTED IN 11415 TITLE PAGE. IT 15 THE RESPONSIBILITY OF THS LICENSED PROFE6510NAL OR OWNER THAT IS CONSTRUCTING THIS PROJECT TO FULLY REYIEW THF6=. POCUMENT6, VERIFY ALL D,15TING CONDITIONS !PITCHES 4 DIMENSIONS) DEFORE CONSTRUCTION E�Erz;N$ AND ANY AND ALL CORRECTION5, IF NEM, TO E311- MADE BEFORE ANY WORK 15 DI AND TRU5556 AR+E CONBTRUCTED, D"RItIN WA&TE VENT RISEfR CD OL CID OL Imm N' P 5�1 ,3ANF0R,D BUILDIIAG DIVISIO)I A PERMIT ISSUED SIHALL BE CONSTRUED To BE A LICENSE TO PROCEED wrrHTHE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TEcHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT I'HE BUILDING OFFICIAL FRONITHEREAFTER REQUIRIJINIG, A CORRECTION OF ERRORS IN PLANS, CONSTRUC] 10N OR VIOLATIONS OF THIS CODE FLUif3ING-P GENIFRAL NOTE5 1, ALL FLUMBIN115 11-415TALLATION5 AND MATERIAL5 SHALL BE IN 61-RICT AracORDAx,1,^1 WITH ALL LOCAL, NATE AND FED,=,RII rOQF$, AND REGULATION$ AND AUTHORITIE-5, HAVING JUR115DICTIOR Q`,IER THIS PROJECT, COORDINATE- ALL FIFE, ROUTING Wj�1 ALS OTHER TRADE$ PRIOR Tin. INSTALLATION, P0JITE ALL pip I ING TO .1I DUCTWORK, PIPING AND BUILDING STRUCTURE, PIPE ROUTING 5H0WX 15 SCHEMATIC AND 1115 NOT INTENDED TO INDICATE EXACT RMTING AND .ANY ADDITIONAL OFFSET'S AND FFITT NiG5 REZIRED FrORPROPER INSTALLATION AND TO MAINTAIN 41 BEE URAL DRAWINGS FOR FIXTURE LOCATI01s~15 AND MOURTINr', HEIGHTS, PROVIDE ACCIR."m' PANELS 70 ALI VALVES WITHIN CHA�E& OR 4501,16E CEILINGS, REFER TO ARSIHITECTURAL DRAWIkIr-S5 "FOR CEILING TYPE. 0- 6. PROVIDE GAI'VANIZE-P SHEET METAL. BAI)�,)! BETWEEN PIPE HARGIERS, ANID IN6ULATION, L - R PROTIDE G -A,! VA NIZEED CLI -1/16 HANGERS WITH( -ALVANIZZE1) RODS F 0R ALL 5 AN1 TA Y, AND VENT PIPING 45OVE GROUND, PROVIDE. GAI - VANIZED TRAPFL7_ HANGERS' OR COPPER PLATED CLEV15 HANGERS WITH GALVANIZED TkREADED RODS TO 0 SLIFPOR7 AL COOPER WATER PIPES ABOYE GRADE, 15,,.)LATE COPIPER PIPE& FROM DIRECT MTA(7 WITH CEMENT OR BLOCK& 15Y THE U5E OF. 30 LB, ROOFIR�a F=LT, IJ. ALL 1) N�EN151-ON5 AND ACTUAL CONSTRUCTION CONDITIONS MUST 5E VERIFIED AT THE 105 SITE, 11, V_EE-'Vt-: AND FIRE &I ALL PENE71RZATIOIN5 THRU RATED WALLS, C01_145, ETC., INC�,.UQIN4 ROOF) F . LASH AND C'0L1NTERFLA'5H, RI PE-1`IETRATION5, [2, ALL "I :,144L CI -ii -AR FRE0SH AIR IN7TAIK"5 OR GOPENIN45 B -Y A MINIMUM OF 4+0'x" CF HORIZONTAL OR3'-`OFV::TrAlHEIHT, 'Ag011- ANGWA,'T5E PIFING 5qA-! BE iLOPED AT NO L ..^t....65 THAN 1/51 PER.. rOOT UNLE6FOXR1,P D 0 / INDICATED ON THE GRAIIJING5 OR IMPOHLPLE DUE -10 FILI D CONDITIONS, ^I 11 1 31 *11 51 144 CONTRACTOR SHALL INSTALL DILI ECTRIC UNIONS AT CONNECTIONS OF P155IMILA J il In" 1 11 NOTE-, TH6 5TRXTtIRE HA5 BE; -N� TO MEET OR EXCHD 1HE: WIND LOI D R_7QJIFEM=_XTr_ OF T'�1= 2014 FL�iRIDA 51ADING CODE aTk EDITION F.I k�� ANI) IZ'LUDIXG A,-,r,E 1-10, I. IJIto sPEEF) .1mvd ULTIMATE WHD $FrIED fVULT) ANP 10a �% 61 2, R16K CAIEGORT 2 CON5TRUCTION TYPE -- COMMERCIAL (11-B) 3, Wla11) EXP-0'v-'uRE - CATEGORY C L. 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INSTALLATION, P0JITE ALL pip I ING TO .1I DUCTWORK, PIPING AND BUILDING STRUCTURE, PIPE ROUTING 5H0WX 15 SCHEMATIC AND 1115 NOT INTENDED TO INDICATE EXACT RMTING AND .ANY ADDITIONAL OFFSET'S AND FFITT NiG5 REZIRED FrORPROPER INSTALLATION AND TO MAINTAIN 41 BEE URAL DRAWINGS FOR FIXTURE LOCATI01s~15 AND MOURTINr', HEIGHTS, PROVIDE ACCIR."m' PANELS 70 ALI VALVES WITHIN CHA�E& OR 4501,16E CEILINGS, REFER TO ARSIHITECTURAL DRAWIkIr-S5 "FOR CEILING TYPE. 0- 6. PROVIDE GAI'VANIZE-P SHEET METAL. BAI)�,)! BETWEEN PIPE HARGIERS, ANID IN6ULATION, L - R PROTIDE G -A,! VA NIZEED CLI -1/16 HANGERS WITH( -ALVANIZZE1) RODS F 0R ALL 5 AN1 TA Y, AND VENT PIPING 45OVE GROUND, PROVIDE. GAI - VANIZED TRAPFL7_ HANGERS' OR COPPER PLATED CLEV15 HANGERS WITH GALVANIZED TkREADED RODS TO 0 SLIFPOR7 AL COOPER WATER PIPES ABOYE GRADE, 15,,.)LATE COPIPER PIPE& FROM DIRECT MTA(7 WITH CEMENT OR BLOCK& 15Y THE U5E OF. 30 LB, ROOFIR�a F=LT, IJ. ALL 1) N�EN151-ON5 AND ACTUAL CONSTRUCTION CONDITIONS MUST 5E VERIFIED AT THE 105 SITE, 11, V_EE-'Vt-: AND FIRE &I ALL PENE71RZATIOIN5 THRU RATED WALLS, C01_145, ETC., INC�,.UQIN4 ROOF) F . LASH AND C'0L1NTERFLA'5H, RI PE-1`IETRATION5, [2, ALL "I :,144L CI -ii -AR FRE0SH AIR IN7TAIK"5 OR GOPENIN45 B -Y A MINIMUM OF 4+0'x" CF HORIZONTAL OR3'-`OFV::TrAlHEIHT, 'Ag011- ANGWA,'T5E PIFING 5qA-! BE iLOPED AT NO L ..^t....65 THAN 1/51 PER.. rOOT UNLE6FOXR1,P D 0 / INDICATED ON THE GRAIIJING5 OR IMPOHLPLE DUE -10 FILI D CONDITIONS, ^I 11 1 31 *11 51 144 CONTRACTOR SHALL INSTALL DILI ECTRIC UNIONS AT CONNECTIONS OF P155IMILA J il In" 1 11 NOTE-, TH6 5TRXTtIRE HA5 BE; -N� TO MEET OR EXCHD 1HE: WIND LOI D R_7QJIFEM=_XTr_ OF T'�1= 2014 FL�iRIDA 51ADING CODE aTk EDITION F.I k�� ANI) IZ'LUDIXG A,-,r,E 1-10, I. IJIto sPEEF) .1mvd ULTIMATE WHD $FrIED fVULT) ANP 10a �% 61 2, R16K CAIEGORT 2 CON5TRUCTION TYPE -- COMMERCIAL (11-B) 3, Wla11) EXP-0'v-'uRE - CATEGORY C L. IN1T=_RN4_' FRE55LIRE FOR EN'1'144W 15UILDIX� I$ 1,P' I HF4, 14T 4 ADJU&TMENT C01EHI1IEN1 15 1.40 -7-7 FLUM51NG LEGEND SYMBOL A55RV, DESCRIPTION ^AN ,.AN, SANITARY WASTE cW COLD WATER V VENT LINE _J1 L %/TR PENT THRU ROOF P -TRAP ,41 Y;4 -,I *Y ECISTNG4 5RYkCE LOCATION AK1 ) CONNECT TO $V6 DUE' TO EX15TING FIELD CO ITIC[IS., 411 PLYT -- REVISED 13_23-18 1 11 Y 31 41 V 61 lr 81 "�� ll.IllI1111L11AllLLW■ AD �M iy�i�(�E� ��J U ;Lp{J�!nypMwRrZ 'moi`$ OF 140. MPH (VASP). i; r+ cn e`4 UJI Se art ;i r ,N. • +T A �L. i; cn e`4 UJI Se art i; Y C15TING v Yl : 1.=TI0K AND 1WECT TO EXISTING, DE TO:I$TINC-- FMD CONDITIONS VERIFFT ALL PLUMBING IFIXTURE. 4 N SJ FRAME WALL 56-0�P INSTALLATION OF PLUMINGS DOMESTIC WATER SUPPLY PLLaiV REVISED 13-23-18 Nom= T 04ICTURE 49 DEEN. MIGNED TO MEET OR EXCEED Tl E M L©D P i. W $ O TIE 2014 FLORIDA %ILDm COC e �N EDITION 6E=N " Aho 11',lal.ON65 Ate. Z 10A L WI SPS - LYMPH U! TIMATE WIND OF'EEP W) ANP 105 MPH (VASP). Z R15 c:ATI G R 2 QMTRU=N TYPE it COMMERCIAL' fl 5) 3, UJIV WE K CATEWRY C +4. HM&k PMUIRjw COOT-tCI vIM FrwSn p 1.w+4.N`Wj5 Is �I& A Y+ joYii`TI 4 ✓v:! o$LK ADJZTM-t:W COMICIENT 16 L40 4Ati NOTICE TO MILDER OR OWNER IT 15 llf' KW OF V M w..r TMT rY'e Lu l MCC '7 rl TO 7' N R _ - r.r. 1 •:may «! �' b TW;: r9G�liI 7 . iµ C__ , - UZ6Z PRO�MONAL1' 011W TPAT ti CMTRZTNGTHIS � s M DUNS AND ANY M AU. CORREC"TMt F N�iM, TO BE MADE: e..."S E ri W 5r1 ANY.ORK 16Witt- 7M DOMESTIC WATER SUPPLY PLLaiV REVISED 13-23-18 Nom= T 04ICTURE 49 DEEN. MIGNED TO MEET OR EXCEED Tl E M L©D P i. W $ O TIE 2014 FLORIDA %ILDm COC e �N EDITION 6E=N " Aho 11',lal.ON65 Ate. Z 10A L WI SPS - LYMPH U! TIMATE WIND OF'EEP W) ANP 105 MPH (VASP). Z R15 c:ATI G R 2 QMTRU=N TYPE it COMMERCIAL' fl 5) 3, UJIV WE K CATEWRY C +4. HM&k PMUIRjw COOT-tCI vIM FrwSn p 1.w+4.N`Wj5 Is �I& A Y+ joYii`TI 4 ✓v:! o$LK ADJZTM-t:W COMICIENT 16 L40 r 4Ati rY'e Lu l MCC LU 1 � s t4 y r r 4Ati rY'e Lu l MCC LU DOMESTIC WATER SUPPLY, DRAIN WASTE REVISED 13-2-1-10 01, 11 Y 31 41 51 9,( if 8` VENT PLAN F1,111,11,11milliklift :i 6CALE, 1W --l'-0' Ilt V, f Nis $MrW W DM4 Mr;*"D To MM OR W�D 00 WAD R�M$rrMN% Crr V� 204 qDRVA 13U11NG COM M EDMOK G�=OK 16M *0 MWNG A8 1-10. t WIND 6FEED - MN 4UMATE DO SFKV fes' ANP 0 Wk (YASM 4 R15K 2 ON TYFF: - COMtMCIAL OW 3. WNZ) DFOUIRz -- CATMY C 4. MM4AL PMSV.K- WHT,-IEXT rOR MLOSEP MLPW 15.16 ANP 4 WMPE ADJZTM-::T CXXfflCEMT 16 L40 *wt [a MA NOTICE TO WILDER OR OWNER. IT IS THE KrwT OF THIS UN5NER THAT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - TOt. PLANS ARE AMPATE AND ARZ -T DOMESTIC WATER SUPPLY, DRAIN WASTE REVISED 13-2-1-10 01, 11 Y 31 41 51 9,( if 8` VENT PLAN F1,111,11,11milliklift :i 6CALE, 1W --l'-0' Ilt V, f Nis $MrW W DM4 Mr;*"D To MM OR W�D 00 WAD R�M$rrMN% Crr V� 204 qDRVA 13U11NG COM M EDMOK G�=OK 16M *0 MWNG A8 1-10. t WIND 6FEED - MN 4UMATE DO SFKV fes' ANP 0 Wk (YASM 4 R15K 2 ON TYFF: - COMtMCIAL OW 3. WNZ) DFOUIRz -- CATMY C 4. MM4AL PMSV.K- WHT,-IEXT rOR MLOSEP MLPW 15.16 ANP 4 WMPE ADJZTM-::T CXXfflCEMT 16 L40 *wt [a MA NOTICE TO WILDER OR OWNER. IT IS THE KrwT OF THIS UN5NER THAT TOt. PLANS ARE AMPATE AND ARZ m 04-1 10 CMTR= TO f FOZT, [N Tw, �yw TMT Som.�4 15 V�XM LLJU M NEECS CLARMAIX$VRAW CALL 1�E M603* LVID N 1140 TME FAG�- r is 1�e RawmtBm OF T�E XE,*m FROMEMONAL OR M�R IMT [S CMlWW.% THIS PROZI-T TO RLY REV% TOE D=MMI rFRFY ALL ID(FM C"TM Mae 4 M1a45M) 5FORE CMTRZMN MMS AO ANY AND AL -L Cow,�CTV*, IF NEEPM, TO 5E MAM d;� ANY M I$ XCE AZ TRWE$ An CMTRr -01 DOMESTIC WATER SUPPLY, DRAIN WASTE REVISED 13-2-1-10 01, 11 Y 31 41 51 9,( if 8` VENT PLAN F1,111,11,11milliklift :i 6CALE, 1W --l'-0' Ilt V, f Nis $MrW W DM4 Mr;*"D To MM OR W�D 00 WAD R�M$rrMN% Crr V� 204 qDRVA 13U11NG COM M EDMOK G�=OK 16M *0 MWNG A8 1-10. t WIND 6FEED - MN 4UMATE DO SFKV fes' ANP 0 Wk (YASM 4 R15K 2 ON TYFF: - COMtMCIAL OW 3. WNZ) DFOUIRz -- CATMY C 4. MM4AL PMSV.K- WHT,-IEXT rOR MLOSEP MLPW 15.16 ANP 4 WMPE ADJZTM-::T CXXfflCEMT 16 L40 *wt [a MA m LLJU iZ71- MECNANIGA� 1 clym- Ll �Jl; Ikwrli F w i f- t\ AF Dii`ZER iFF-I VWAUST FANS TO 13p 10 CrM TO OUT501-7 WITS WAS CAP, FAUST PZT TO 1M� l'A! WF Lo% Pip; 3Mo;E: D=7E,-,TOR AIR CJO1'IQhl1NG UNIT WITH DXT MOUNTED SMOK� ��TOR CAPABLE OF 6l-XlWj DOWN Its RESPECTIVE SIR G4Ni71TlOhlihlG UMT PON ACTIYATION, TH15 SMOKE DETECTOR WALL C3N51SOF T A M$IMFLEXtl 2OW-* ,�T DEFECTOR WITH 2OW-WI PNOtOU`"TRICC ��TOR AtO Z46 -9`E91 SAMPLING >4Np 20%-%141 F'OW.�R ADAPTOR, ALW PROVIDf. 2OW-c R= -TE ALARM I,t[jj��GlyfG,1�4T}W.��rt1 6 %AtC? F�f '" j7}}�T 6T�4T{ucI�7fiyF�f)Mjj AG�{�I�{�1.+�g' 1�T11 I��I�Ory�1NEDE T�I`�y1.F�,7 .�'"°(Fy°��'��51."��`e. !/w�Iy��T'j�V(([ 1{.CR�Ay.61 LN1TtlV 1t. 1PfF"1T.,(/ryry-,/,µry'� LI��I". Y[�O��fy�T, 1p��[{��J(I1yM�II�'.r.(,�TY��S+ny/fe.�{,,7AP7�F Vi/D1%F1 1fi F�"'� I..�tn�- BY H 7I Wl}TRT'M"�,� ALCM !"K.Y V 3.! 1 WRK . 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N14� PMUP,� CD�5� W-DIWiS B A ANp �eW ADISTMENT CMMCIW- 16 L40 A IL NOTICE Oro BUILDER OR OWNER IT 15Nw OF vis PEW-3NER THAT TOE FL" ARE ACCIRATE AND An 'CLEAR W& m Vz" Lm$: -I) FRoi�� 04AL TO CmTRLM THIS FR04CL IN TW,- 12VENT TMT 60tSM 16 WL�AR OR NEEDS CLMr"lCATM-6T0P.ANP C4.L THE DM19� USTED IN THIS TME FAG=. rr 6 TW;: K�,%XY OFTW.. LICI� FRO.mow.,%& M OPeR VAT ro C0*TRX;TI%411* PROW TO R uly Ruav T4.%.= Dxumml VSRIFFY ALL MTD4 C*01TION6 (FITCA:35 4 DRISISM) DEF� CMTWM 5r,9* AND AW AND ALL CORIPMnM4 F NEM, TO eE KOE $0;0R5 ANY M 16 WC- *0 TRL%M ARE CMTRZZ, Ly SCCA�E- V4%1' -O' -AWERN 101 Nli�y 60,FT. R"EVISED 13 -23 -la 01 11 21 31 41 V 61 11 a' 2' NOTE, TH* $TRCTLRE 44 DEEM M*NED TO MM- OR MEE) .TTE WM LO* PWREEMENT$ OF W 2014 R.ORDA BUILDM CODE VW MTIoN SesTM 16M *0 MOING Mr -F 1-10. L WlNp OF x H WINP $FEW W) ANP lob MPH (MV), Z RSK CATEGOR'r 2 MTRJCTION TYR a COMMERCIAL flW 3, OND D('� o CATE60RY C 4. N14� PMUP,� CD�5� W-DIWiS B A ANp �eW ADISTMENT CMMCIW- 16 L40 A IL NOTICE Oro BUILDER OR OWNER IT 15Nw OF vis PEW-3NER THAT TOE FL" ARE ACCIRATE AND An 'CLEAR W& m Vz" Lm$: -I) FRoi�� 04AL TO CmTRLM THIS FR04CL IN TW,- 12VENT TMT 60tSM 16 WL�AR OR NEEDS CLMr"lCATM-6T0P.ANP C4.L THE DM19� USTED IN THIS TME FAG=. rr 6 TW;: K�,%XY OFTW.. LICI� FRO.mow.,%& M OPeR VAT ro C0*TRX;TI%411* PROW TO R uly Ruav T4.%.= Dxumml VSRIFFY ALL MTD4 C*01TION6 (FITCA:35 4 DRISISM) DEF� CMTWM 5r,9* AND AW AND ALL CORIPMnM4 F NEM, TO eE KOE $0;0R5 ANY M 16 WC- *0 TRL%M ARE CMTRZZ, Ly Ly UTLET WrN WITCH 101 NT (:LG, 01 31 41 11 a' of M THIS SMCWr. M6 BEEN MWUND TO MEET OR MEE) T�E WW LOAD REZRElWM OF THE 2014 M -WDA WWW Com.5TH{EpmoN 6�cn% j6o� ANp w=j* A5cF W� t W10 fMP - MMPH UTMATE WIND SPEEP (W) k0105 MPA WWI Z SK 2 CONSTRXWN TYK - COMMERCIAL 48) I WIND WOWE - CATs i' c 4. NTMINAL PRMIRE COMICIEKt " EZWS�D MWIW616,6 ANP �OGPT 4 DINADMTMV COEFICIEW 16 1,40 ELECTRICAL LEGEND IT 15 T�E WW (7r THro PEBICiNER IMT 1) F15, *-, P, 1 ;6710 K TOE FL" ARE AMRATE AND Af;rr- E: rrl IL F A N57 —I CLM Wico " T�E U2&Z PRorm. z R L I H" 1' W A. � L A 5 4 7 7::R A K - V IN Tw. EYENT TMT eommwi is wa� Ecipa$ LIGRT,6 W/ BATTERY BAI,^K-UP OR NEC* CLAl?JFfCAWN..6TOP.ANP CALL WALL MOUNT FIYTLF,-- 611 FLOUR LAMP THE MksO LISW IN Tflro JW PAGE ff DUPLEX OUTIZ (IVY OUTLET PRONB550M OR WNER WT 16 CONSTRZTM TH16 DUPL�X R�Ct.:;PTACLE MET ON OCC PAN -,Y e&.-* PROZ:CT To PELY F�Y:FW THEF, Doamm, WY GROUND FAULT INTERnFrER RECEKACLE WA) VM ri-T ALL INSM WNXDW MaM t DIMMM) OCUPANCY 6.% -OR ALL CORRR70*, rr NEE)M, TO �3-: MAI;e WV - 20A SINGLE POLE SWITC� e�FOK MY M 16 PONE *0 TRWO hq-�E CM7�m, lVV - 20A SINGLE POLE WITCA4 (OCCUPPANCY 85NSOR OTCA4) 12"x 48' FLUOREA-,%T EX4"T FAN REMSM CAN LIGNT UTLET WrN WITCH 101 NT (:LG, 01 31 41 11 a' of M THIS SMCWr. 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RM ME AMRATE AV ARE =R DOW M TWE Lra6W PROFMS- au "I TO cmTMIT V B Woral K TM EVENT TMT wmmwi I$ Lw� ORN= EM CLARMATWTOP.40 CAU 1W. MOM IJSTM IN TO TME flAG;l.: IT 16 T�E REiia. 15UTY Crr TW, LM45M PROM%%& M ralfeR WT,r Co*jF=W *M15 PROJECT 70 fULLY fr4-.MBV T455E DX81ENn, YWY ALL EXIONG WtOTM PITC�M 4 DM&M) $FOZ� CM7WM M��6 AND ANT AV 4L COF-WEnM, F NEM, TO eF, Me 5=70RE MY UORK 16 MCE AND TRAB A;r: CONSMM, ----( =-31 10,000 BTU 10= 5TU R'EMSED '�-23-18 ol 11 21 31 41 "v' 61 11 81 IR 24 KME, TO MIMRE RM s -=N mom To it oR mEm Ti'E wm Lao nzFzen oF WE 2014 K4FlPA 13U(VX% CXf, 5N �PMON 6�-,WN %M k0 K=ING A=- 1.10, L WINP SP��) - MMPA VMT� M SPEW (&' T) AMP 108 MPH (VASP). I PJ6K CATEMORT 2 cmTRzTm ms. # commEFr,14-1 (1�5) 3. UMNP WOUK 4- CATE5MY C 4. NTOWL. PREMIRE CST %F MD�? MWING6 B.B AND eWT 4 ADMTMENT COEFFICOIENT 6 L40 010, 0110 L04w �BTU C� ` 5po o:=5TU -I- 03 44TO 231,000 BTU v4j 60 i. 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POT BURNER (CCAS) 2 a RATIONAL 1oa (4a".x39"� (C�AS� 1 3 SIX BURNER RANGE (CCAS) 1 4 AVANTCO �RiER 15,5" WIDE (CCAS) 1 5 SIRE EXTINC�UISNER a � THREE TUB SGULLER� SINK W/ DRAIN �oARDS 1 7 � STAINLESS STEEL. TAS! � 1 8 DISI�MAC�INE 9 4� STAINL.ESS STEEL TALE 1 10 MOP SINK 1 11 UJA�.L MOUNTED OP COUNTER TDP NAND SINK �-4) 12 AZTEC WOOD �URNINCx GRILL GUIDE 1 13 � BURNER � 24 FLAT TOP (CCAS) 1 14 ..1.1� HOOD 15 11'PREF FRIDGE 16 3 SIN UNDER BAR SINK 1 11 4 SIN UNDER BAR -SINK 1 18 UNDER COUNTER DISI��JASNER 1 19 ICE MAKER a0 BAR STOOL 14 21 30"x96" TALE I 22 30"x12" TALE 4 23 CHAR 12 a4 30"x48" -TABLE 3 25 3011x48' TABLE 6 26 TANKLESS WATER HEATER 2 21 DESK 1 28 REACH IN �R1DC�E 2 29 BEYERAC�E STATION _ 30 ICE .MAKEIz 1 WINDOW u�iN�olu SCHELULE sc��z�u�� (rMll WALL51 (cru u�>��s� 4 DOOR WINDOW DESIGN PRESSURE EQUIF14001ENT �Chll SYMBOL TYPE 51zE QTY, WINDOW 4 DOOR AREA (SQ.FT,) DESIGN PRESSURE 'GL - LE55 THAN 20 SQ.FT, -39,6 PSF _ purr,. cx_. � _,:. THAN 20 TO OSIDE LITES STORE FRONT GLA55 36"x84" 2 GREATER AND UP 50 SQ,FT, -31,0 PSF GREATER THAN 50 AND UP TO Frecur, .- �I I OSTORE FRONT GLA55 Y i 12"x84" I u' 4 SIDE LITES STORE FRONT GLA55 20"x84" 2 FIXED GLASS 36"x60" I ® NO ITEM DESCRIPTION OTS. 0 13� HOOD 1 1 STOCK. POT BURNER (CCAS) 2 a RATIONAL 1oa (4a".x39"� (C�AS� 1 3 SIX BURNER RANGE (CCAS) 1 4 AVANTCO �RiER 15,5" WIDE (CCAS) 1 5 SIRE EXTINC�UISNER a � THREE TUB SGULLER� SINK W/ DRAIN �oARDS 1 7 � STAINLESS STEEL. TAS! � 1 8 DISI�MAC�INE 9 4� STAINL.ESS STEEL TALE 1 10 MOP SINK 1 11 UJA�.L MOUNTED OP COUNTER TDP NAND SINK �-4) 12 AZTEC WOOD �URNINCx GRILL GUIDE 1 13 � BURNER � 24 FLAT TOP (CCAS) 1 14 ..1.1� HOOD 15 11'PREF FRIDGE 16 3 SIN UNDER BAR SINK 1 11 4 SIN UNDER BAR -SINK 1 18 UNDER COUNTER DISI��JASNER 1 19 ICE MAKER a0 BAR STOOL 14 21 30"x96" TALE I 22 30"x12" TALE 4 23 CHAR 12 a4 30"x48" -TABLE 3 25 3011x48' TABLE 6 26 TANKLESS WATER HEATER 2 21 DESK 1 28 REACH IN �R1DC�E 2 29 BEYERAC�E STATION _ 30 ICE .MAKEIz 1 WOME Id -o" 131 VERIFY ROUGH OPENINGS OF WINDOWS AND DOORS BEFORE PURCHA51NG NOTIcE TO BUILDF-R OR OWNER IT IS THE INTENT OF TH15 DESIGNER THAT 100 SQ,FT, -33,4 F'SF GREATER THAN 50 AND UP TO 100 SQ,FT, -30,8 P5FQL CLEAR ENOUGH FOR THE LICENSED PROFESS- IONAL TO CONSTRUCT TH15 PROJECT, �I IN THE EVENT THAT 50METHING J5 UNCLEAR i OR NEEDS CLARIFICATION -STOP -AND CALL THE DESIGNER LISTED IN TH15 TITLE PAGE, IT 15 THE RE5PON51BILITY OF THE LICENSED 11 PROFE55IONAL OR OWNER THAT 15 CONSTRUCTING THIS PROJECT TO FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS (PITCHES 4 DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY AND VERIFY ROUGH OPENINGS OF WINDOWS AND DOORS BEFORE PURCHA51NG ALL WINDOWS To MEET U -FACTOR (0,4) AND SHGc, (0,25) BOTTOM OF ALL 20 FLOOR WINDOWS TO BE 2411 ABOVE FINI�;N FLOOR SHEET OSEE PARTITION SCHEDULE NOTIcE TO BUILDF-R OR OWNER IT IS THE INTENT OF TH15 DESIGNER THAT 100 SQ,FT, -33,4 F'SF GREATER THAN 50 AND UP TO 100 SQ,FT, -30,8 P5FQL ALL WINDOWS To MEET U -FACTOR (0,4) AND SHGc, (0,25) BOTTOM OF ALL 20 FLOOR WINDOWS TO BE 2411 ABOVE FINI�;N FLOOR SHEET OSEE PARTITION SCHEDULE SCALE: A PERMIT ISSUED SHALL SE CONSTRUED TO 8E A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUT HORI i Y TO VIOLATE; CANCEL, ALTER OR SET ASIDE. AINY OF THE PROVISIONS OF THE TECHNICAL CODES, Noel; SHALL ISSUANCE OF A PERfuII T PREVENT PERMIT •1•i. , BUILDINC;i OFFICIAL 'ROM TH7 REAF f Efi REO I JIF ING A CORRECTION OF ERRORS 11\1 PLANS. COiria CRUCTiON OR V10LA�i'i(JNS OF THIS CODE REVISION OFFICE NOTE: TH15 STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5TH EDITION SECTION 1609 AND INCLUDING ASCE 1-10, I, WIND SPEED - 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VA5D), 2. P15K CATEGORY 2 CONSTRUCTION TYPE = COMMERCIAL (II -B) 3, WIND EXPOSURE - CATEGORY C 4, INTERNAL PRE55URE COEFFICIENT FOR ENCLOSED 5UILDING615 ,18 AND HEIGHT b EXPOSURE ADJUSTMENT COEFFICIENT 16 1,40 G, Lu - NOTIcE TO BUILDF-R OR OWNER IT IS THE INTENT OF TH15 DESIGNER THAT THESE PLANS ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED PROFESS- IONAL TO CONSTRUCT TH15 PROJECT, �I IN THE EVENT THAT 50METHING J5 UNCLEAR i OR NEEDS CLARIFICATION -STOP -AND CALL THE DESIGNER LISTED IN TH15 TITLE PAGE, IT 15 THE RE5PON51BILITY OF THE LICENSED PROFE55IONAL OR OWNER THAT 15 CONSTRUCTING THIS PROJECT TO FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS (PITCHES 4 DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY AND ALL. CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK 15 DONE AND TRUSSES ARE CONSTRUCTED, SCALE: A PERMIT ISSUED SHALL SE CONSTRUED TO 8E A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUT HORI i Y TO VIOLATE; CANCEL, ALTER OR SET ASIDE. AINY OF THE PROVISIONS OF THE TECHNICAL CODES, Noel; SHALL ISSUANCE OF A PERfuII T PREVENT PERMIT •1•i. , BUILDINC;i OFFICIAL 'ROM TH7 REAF f Efi REO I JIF ING A CORRECTION OF ERRORS 11\1 PLANS. COiria CRUCTiON OR V10LA�i'i(JNS OF THIS CODE REVISION OFFICE NOTE: TH15 STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5TH EDITION SECTION 1609 AND INCLUDING ASCE 1-10, I, WIND SPEED - 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VA5D), 2. P15K CATEGORY 2 CONSTRUCTION TYPE = COMMERCIAL (II -B) 3, WIND EXPOSURE - CATEGORY C 4, INTERNAL PRE55URE COEFFICIENT FOR ENCLOSED 5UILDING615 ,18 AND HEIGHT b EXPOSURE ADJUSTMENT COEFFICIENT 16 1,40 G, Lu - �I i pw EQUIPMENT 5CWEDULE NO] ITE�i QTY, 4 1EHd'1 i6TOr1K POT BURNER (iM) i , 3 5l 5uhER RANGE (GA6) �I l 4 AvANTGRFRYER 15.J" WIDE (aAp) 1 IP THREE TiLLERYiNK el DRAIN :ARE* 1 5TH TLE i DiSHMAlNE 9 4'6TAINLE66 . 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NTERNAL PRMaIRr CMMGIEKT ?, IE�BUIUM i6 g A?O REW 4 O APUTMENT C4EFF11,EW 6 L40 4II IP �3r Ez THIS fiMr R46 DEW DF:$(O i TO MET OR EXCEED Tb LOAD IR EW6 Cr- M 2014 H.ORIPA BUIXWs GGA 514 IVITION BION W9 AW MLOM ASS Vr e $ 11 tLTiAND KX WH (VAW). m CATEGORY r- 4. 4. NTERNAL PRMaIRr CMMGIEKT ?, IE�BUIUM i6 g A?O REW 4 O APUTMENT C4EFF11,EW 6 L40 4II 11 ) 11 � -1 ___ _ __ _ _ __________________________ _ _/| ________ ___ ____ _ _ --�------ ------ -- -- - - ------------------ |/- - - --------- ------------------------ ------------------------------------------ � � � | ' � | � � � - || �| � � | � ' - ' ` ^ 11 ) 11 � -1 ___ _ __ _ _ __________________________ _ _/| ________ ___ ____ _ _ --�------ ------ -- -- - - ------------------ |/- - - --------- ------------------------ ------------------------------------------ � � � | ' � | � � � - || �| � � | � ' 2, RISK CATEGORY 2 NOTICE TO PUILDER OR OWNER - Lu OR RIDS aAM"MAIMWRAND C& L ILL FRO�MWNAL OR MR 114AT 16 CMIRUCTM T416 05;ME ANY M 16 WC- AND TRW, -6 ARF. M7WTEPI ' 2, RISK CATEGORY 2 v - Lu ILL v - FlAFRTIAL fRr-=AiR ELEV4TION �3 f=arz N .I11a" 5 UCCO FIM% ON IY L5, FELT WMSE (CRAP 13ALLOON FRAME SIDE WALLS TO ALL OW ROOF SLOPE OvER X" Sf°ITG,. O°VER 2r4 FRAME FRONT U1ALL14IGI-I THAM REAR 1!1ALL TO CREATE ROOF al E ^5=5 AT 1,6" as rrp _�. NEW 162" CEMENTITIOG5 FIN, OVER CI'4il, (TYP,) &CALE: 164"_I`- j11 2NDFLOO�R BEARING — A.9Y, 20 .F,F. 20 FLOOR e 14'-4" A.F,r. — — 15T FLOOR BEARING f 13'-4" A.F,F, FINU FLOOR 20 FLOOR BEARING 9 6'4" �- ABY, 5ECOKID FRr. _ 2ND FLOOR lXIND`Xo" 4 DOOR — 5 ARIN"41 0 6`-$° Af3V. SECOND r:F': — — TIAL r-RONT ELEVATION AT COUFRT""rARD &CAL E; 114"-1'-O" M FILOOR a 14'-4" A,F,F. ST FLOOR BEAtRIG v 13'-4" A,r,F, FIjNI5H FLOOR FLA ROOF W Rol ROOT IkG-o 5A! L.00K i R/ E WE UJALL5 TO AL L r✓:U ?ROOF 6' OFFE OYERFFEL 4 5TICK MENBR.ANE FRAME FRONT WA,.LLS 6" HIGHER TO CREATE ROOF 5L0= E OVEP, 1711 FYI OOE.) aR STPU- , &WWg11,1r 12 2ND FLOOR FEARING 6 $'-p'' A5Y, 2ND ",F, NDE� %" 57ll 0 FIN15H ON 15 LL, FELT OVER HCL15E UJ; AP OVER %" 5HTG, ON/ER x4 -- STUDS AT" O.C, MII�I][IJpJ� �� ,PARTIAL i21G;1-4T SIDS ELEVATION 2XD FLOOR EBEARIN fv $'-Ota ARI, 20 ,F.F, 2ND FLOOR 6 I4'-4" A,F.F, — —_ 15T FLOOR SEARING e 13'--4" A.F,r, FIMISR FLOOR 5GAL Er 1/4":1'_O" �� PARTI,4L FRONT ELEVATION 5r -ALE: 114"-1'-0' NOT_- TH15 6TRUC"PAE NA5 5HEEN DESIGP;E� 10 MET OR EKCHD THE WIND LOAD PEr,'UREMiENT5 OF THE 2014 FLORIDA�tJl! �li�� ODE STN ED, ITION 5=„TlON 1605 Aim N'CLUDING 48CE 1-110, 1, WING'.=EEp 139,1FH ULTIMATE W10, $PE D ('!IT) Atm M MFH (''/A^:p }, . RIK GATIEGORT 2 CONFRXTION TYPE = COINERGIAL (11--5) I WIND EXPO—URE = CATEGORY C 4, N”: RNAL PREG51J'R Cti =Fr_IFXT R�R ENCLOgD BUILDING$ 15 .EV, AND PEIG kT d EXPO. GLFE A,P TMENT COFFFIGIFFff 151, 0 l Lu f. NOTICE TO �UILIDER OR OWNER IT 15 THE INTENT OF THI$ DESIGNER THAT uj THESE PLAN5 ARE ACCURATE AND ARE c�kl circ CLEAR FNOL*I4 FOR THE LICENSED PROF - l 1 IONAL TO CONSTRUCT TH15 PROJECT, ILL IN T145 EVENT THAT 50METI ING 15 UNCLEAR ' OR NEED5 CLARIFICATION..STOP-AND CALL L THE pE`SIGNER L15TEED IN THIS TITLE PAGE FT 15 THE RnPONSIBILITY OF THE LICE* ED PROFES$IONAL OR OWNER THAT 15 CONSTRUCTING TH15 PROJECT TO FILLY REVIEW THESE DOC.UMENT6, YERI1FY ALL METING CONDITIONS (PITCHE$ 4 RIMEN51ON51 r. BEFORE CONSTRUCTION BEGIN$ AND ANY AND Al. i. CORRECTIONS, IF NEEDED, TO RE MADE BEFORE ANY WORK 15 DONE A0 TRU55E5 ARE CON5TRUCTED, N .I11a" 5 UCCO FIM% ON IY L5, FELT WMSE (CRAP 13ALLOON FRAME SIDE WALLS TO ALL OW ROOF SLOPE OvER X" Sf°ITG,. O°VER 2r4 FRAME FRONT U1ALL14IGI-I THAM REAR 1!1ALL TO CREATE ROOF al E ^5=5 AT 1,6" as rrp _�. NEW 162" CEMENTITIOG5 FIN, OVER CI'4il, (TYP,) &CALE: 164"_I`- j11 2NDFLOO�R BEARING — A.9Y, 20 .F,F. 20 FLOOR e 14'-4" A.F,r. — — 15T FLOOR BEARING f 13'-4" A.F,F, FINU FLOOR 20 FLOOR BEARING 9 6'4" �- ABY, 5ECOKID FRr. _ 2ND FLOOR lXIND`Xo" 4 DOOR — 5 ARIN"41 0 6`-$° Af3V. SECOND r:F': — — TIAL r-RONT ELEVATION AT COUFRT""rARD &CAL E; 114"-1'-O" M FILOOR a 14'-4" A,F,F. ST FLOOR BEAtRIG v 13'-4" A,r,F, FIjNI5H FLOOR FLA ROOF W Rol ROOT IkG-o 5A! L.00K i R/ E WE UJALL5 TO AL L r✓:U ?ROOF 6' OFFE OYERFFEL 4 5TICK MENBR.ANE FRAME FRONT WA,.LLS 6" HIGHER TO CREATE ROOF 5L0= E OVEP, 1711 FYI OOE.) aR STPU- , &WWg11,1r 12 2ND FLOOR FEARING 6 $'-p'' A5Y, 2ND ",F, NDE� %" 57ll 0 FIN15H ON 15 LL, FELT OVER HCL15E UJ; AP OVER %" 5HTG, ON/ER x4 -- STUDS AT" O.C, MII�I][IJpJ� �� ,PARTIAL i21G;1-4T SIDS ELEVATION 2XD FLOOR EBEARIN fv $'-Ota ARI, 20 ,F.F, 2ND FLOOR 6 I4'-4" A,F.F, — —_ 15T FLOOR SEARING e 13'--4" A.F,r, FIMISR FLOOR 5GAL Er 1/4":1'_O" �� PARTI,4L FRONT ELEVATION 5r -ALE: 114"-1'-0' NOT_- TH15 6TRUC"PAE NA5 5HEEN DESIGP;E� 10 MET OR EKCHD THE WIND LOAD PEr,'UREMiENT5 OF THE 2014 FLORIDA�tJl! �li�� ODE STN ED, ITION 5=„TlON 1605 Aim N'CLUDING 48CE 1-110, 1, WING'.=EEp 139,1FH ULTIMATE W10, $PE D ('!IT) Atm M MFH (''/A^:p }, . RIK GATIEGORT 2 CONFRXTION TYPE = COINERGIAL (11--5) I WIND EXPO—URE = CATEGORY C 4, N”: RNAL PREG51J'R Cti =Fr_IFXT R�R ENCLOgD BUILDING$ 15 .EV, AND PEIG kT d EXPO. GLFE A,P TMENT COFFFIGIFFff 151, 0 l Lu W f. ra uj c�kl circ 1j l 1 ILL -r ' r. r i A� r' W ra uj c�kl circ 1j l 1 ILL po ' E -OI NC, OINK FLY ON MEF`A. RO NEW SPRAY FOAM INS,LA UNDC.R EXISTING ROOF NEW ATC Ci EXIVIIG C EXIV NG SINGLE FLY ON nlF AL RCS. NEW SPRAY POAM IWULA1 UNDER EXISTING RCCA EXISTING c zW FII/�yy{ F/ yJ BEARING v a'•O" A.F.F: ABY, I!}' I{ 4 70 FLOOR 11144' A -U, 16T R.00R BEARING 6 140 EXISTING CM WALL FINISH FLOOR Tun w V1VE/l^i�'r I I\Y�7F WiAF1*fV idVhlF\V EBUILDING; SECTION 6CA.B, V4'-I'-O" EXI6TIRG 5RICK tlALL EXISTING 5RrK 1114L NM TO 674ME W BEM: DMGNED TO l— OR EXCE] T!E WM WAD R=rFElE1T5 Or THE 2014 RARIDA. qt WINa COPE 5TH6A(TIOFI Sim --TOW WPM AND W -WINS A6CF T -}O. L W10 6P1P e !Pa lLTHAM 00 eer:rV (al) k0 M MPP WSW. I R16K CAT5GORT 2 CONSTRCTION TYM a CAM * »OIA+ (11) I WINK Fes: , CAT RY C 4. NTMUL M lid C0�FIC%T EOR i B .15 AND NiW W 4 OW ADJ15TM W Wff DENT 161,E L uj o OT OS TCSJJ1LDM OR OWNS cn IT 15 TW= INW OFF THIS MrAR VAT TI- M-" A3 E ACC TE AND ARE CLEAR D'OViI4 M IW= U ,: -D PRO C) CL IOUL TO Ca6T'R ZT N16 f POZCL LU Ili TWE era4t TIAT Wt DING is L&Lm OR NEMS CIM'rrAT I.,$T I..A0 CAL ui0 .T DM&,ER U$M IN THIS TITLE PASZ FT IS TFC I"BLITY OF II E PROMMON& OR 0JN5R THAT 16 CONS RZTWa TH6 ui PRO T TO HILLY frzAm TI.WE Doel-m B, IPY ALL MSTIMG COOTM (FITae 4 DIM Mi CMT'' M $EGM AND ANY AND ALL Carr CTIONS, F NM)M, TO �P, MADE 5F-ORZ ANY WRK Ia MCE AIC TRM An CONBTR CW. LLJ E -OI NC, OINK FLY ON MEF`A. RO NEW SPRAY FOAM INS,LA UNDC.R EXISTING ROOF NEW ATC Ci EXIVIIG C EXIV NG SINGLE FLY ON nlF AL RCS. NEW SPRAY POAM IWULA1 UNDER EXISTING RCCA EXISTING c zW FII/�yy{ F/ yJ BEARING v a'•O" A.F.F: ABY, I!}' I{ 4 70 FLOOR 11144' A -U, 16T R.00R BEARING 6 140 EXISTING CM WALL FINISH FLOOR Tun w V1VE/l^i�'r I I\Y�7F WiAF1*fV idVhlF\V EBUILDING; SECTION 6CA.B, V4'-I'-O" EXI6TIRG 5RICK tlALL EXISTING 5RrK 1114L NM TO 674ME W BEM: DMGNED TO l— OR EXCE] T!E WM WAD R=rFElE1T5 Or THE 2014 RARIDA. qt WINa COPE 5TH6A(TIOFI Sim --TOW WPM AND W -WINS A6CF T -}O. L W10 6P1P e !Pa lLTHAM 00 eer:rV (al) k0 M MPP WSW. I R16K CAT5GORT 2 CONSTRCTION TYM a CAM * »OIA+ (11) I WINK Fes: , CAT RY C 4. NTMUL M lid C0�FIC%T EOR i B .15 AND NiW W 4 OW ADJ15TM W Wff DENT 161,E L uj o cn C) CL LU Lu ui0 u� pw ui Now LLJ MEN ca z Imm 0 NOW uj 0\ F ca ui cn LU u� K% ROOT -� 20 FLOOR BEARING 6 �'-O" 100.2ND .i F.F. — — N311 TWO 6TORT FRAMs WALL 20 FLOOR f 14'-4" A.."r.F, IST FLOOR BEEARIN{ 19 13'-4n A.F.F. NEW FLOOR J01M NEW ATC CEILIN5 EXISTING CMU WALL FIN16H FLOOR 6=,F -AY R-22 FOAM MLI 4TION � ROOF QRZ, EXISTING SINGLE IDLY F FISTING MTI.. 101M (TYp.) ON META! ROOF DECK EXISTING Mtl_, J01Sts C1.1'P.J ----� Z I'm 2'x2' 61,Ie ET ACOUSTICAL MILING TILE Wf MATCHING GRID MMI TIp- TO STRUCTURE A50YE AS NEW ATC CEILING REOUIRM. (CEILINGS ARE 101-0" A.Ff,) AT 8'-0" RICA �, MERCANTILE E SPACIE 12 COOLER NSU FRAME WALL Fto DOOR ISTING Cn WALL BALLOON FRAME SIC: WALLS TO ALLOW ROOF- SHAPE FRAME FRONT WALL6 6" HIGHER TO CREATE ROOT= SLOPE WoMEN'6 AT I, MRAG MEy'6 BATH, _ 20 FLOOR BEARING 0 S'-6" A51f: 20 .F.F: DQ D0 0 PING CMU WALL EK115TING BRICK WALL — EX15TING SINGLI ON tIVAL ROO NELU SPRAY FOAh UNDO LISTING ii NSW ATC CLING EXISTING CMU W ILDfNCs SECTION CONCRETE Cl -j- LING EXISTING BRICK WALL KITCHi N Niru GLA.% (-F�f5UILDING SECTION &F-F,AY RZ FOAM IN`aULATION UVP RCS PECK NM FTOR� FRONT GLA56 D07R5 *M $TORI FRONT GLASS NEW MRAM WALL i�IA�A uQ e4,'AI,E.1/4"RIS-" 12 .25(— EXISTING SINGLE PLY ROOFING ON MTING VI 41M EXISTING ODOR Or IINGS WITH DVINs WINDOW WITH JAIL BAR5 - TRAN60116 TO f3t, PROYM -, TO 135 R�StCREV--i BAR 4 DINING f 3 SCAL�i V4n-1'-O" E3UILDING.z SECTION TING- COKCCR:TE CEILING _ FRAM WAU I SIGHT AT V -O' A FIF-. UNDER MTL. ROOF CMU WALL AB`Y, MK FLR. EXISTING OPEING —-:46TING BRICK WALL r - rXIVING CMU WALL O'-0" FIN. EXISTING k COK WALL M TR$ 6TWVRE 49 BEEN Ik WED TO MEET OR EXCc"��J° TIS W NC LOAD REWIFalEM OF TW, 2014 HIDA MIW)Wi CTP VA EDITION 6 CTION AND I�.tWINa &;5 1-10, 1. WIND AMiP - B"14 U!TIMATE WIND SPEED (VILT) AND 106 " (VASP). 2 RISK CATEGORT 2 CMTi t1' TION TYn i COMMERCIAL G5) 3. WIND !K'064K R CATEWR`f C 4. NWMI. PM&IRE Co LENT EW,06:-:p &>ILPt. !S As AND +eGRT t 0(p ADJUSTMENT CCkERM T 15 1.4X) �pM Ai pp+N1f�'' UAR�� jy CL �lppM NOTICE TO 5u ILDER OR OWNS IT 15 TH; Kw OF THIS P�V%m THAT TTS PLANS ARE ATE OND ARE CLEAR EN044 M THE l.MN$M- PROFM- L14L TO CON67W NIS FRi 0,�"Tx IN THE EVENT T441 SOW** 6 Lkl=AR �� OR NES CLA FCATIO ,6TOPnAND CAS T1� M&ER LISTS IN VIS TITLE PAG. IT IS THE Rc ON BLffY Crr THE LIC - PRCrr SIGN& OR XOI.R THAT I5 CONSTRZTWs THIS PR44CT TO ICY M TRF4 DOICU I i'8, VM Y ALL MMs =ITIM (PITS 4 PM6M) BARE C STRVVN BEGINS AND ANY AND ALL CQi R CCTiC7I S, fF N,. r'" , TO 6S MADE ANT IIIORK IS DONE AtV TRUa. CON,STRIM 6=,F -AY R-22 FOAM MLI 4TION � ROOF QRZ, EXISTING SINGLE IDLY F FISTING MTI.. 101M (TYp.) ON META! ROOF DECK EXISTING Mtl_, J01Sts C1.1'P.J ----� Z I'm 2'x2' 61,Ie ET ACOUSTICAL MILING TILE Wf MATCHING GRID MMI TIp- TO STRUCTURE A50YE AS NEW ATC CEILING REOUIRM. (CEILINGS ARE 101-0" A.Ff,) AT 8'-0" RICA �, MERCANTILE E SPACIE 12 COOLER NSU FRAME WALL Fto DOOR ISTING Cn WALL BALLOON FRAME SIC: WALLS TO ALLOW ROOF- SHAPE FRAME FRONT WALL6 6" HIGHER TO CREATE ROOT= SLOPE WoMEN'6 AT I, MRAG MEy'6 BATH, _ 20 FLOOR BEARING 0 S'-6" A51f: 20 .F.F: DQ D0 0 PING CMU WALL EK115TING BRICK WALL — EX15TING SINGLI ON tIVAL ROO NELU SPRAY FOAh UNDO LISTING ii NSW ATC CLING EXISTING CMU W ILDfNCs SECTION CONCRETE Cl -j- LING EXISTING BRICK WALL KITCHi N Niru GLA.% (-F�f5UILDING SECTION &F-F,AY RZ FOAM IN`aULATION UVP RCS PECK NM FTOR� FRONT GLA56 D07R5 *M $TORI FRONT GLASS NEW MRAM WALL i�IA�A uQ e4,'AI,E.1/4"RIS-" 12 .25(— EXISTING SINGLE PLY ROOFING ON MTING VI 41M EXISTING ODOR Or IINGS WITH DVINs WINDOW WITH JAIL BAR5 - TRAN60116 TO f3t, PROYM -, TO 135 R�StCREV--i BAR 4 DINING f 3 SCAL�i V4n-1'-O" E3UILDING.z SECTION TING- COKCCR:TE CEILING _ FRAM WAU I SIGHT AT V -O' A FIF-. UNDER MTL. ROOF CMU WALL AB`Y, MK FLR. EXISTING OPEING —-:46TING BRICK WALL r - rXIVING CMU WALL O'-0" FIN. EXISTING k COK WALL M TR$ 6TWVRE 49 BEEN Ik WED TO MEET OR EXCc"��J° TIS W NC LOAD REWIFalEM OF TW, 2014 HIDA MIW)Wi CTP VA EDITION 6 CTION AND I�.tWINa &;5 1-10, 1. WIND AMiP - B"14 U!TIMATE WIND SPEED (VILT) AND 106 " (VASP). 2 RISK CATEGORT 2 CMTi t1' TION TYn i COMMERCIAL G5) 3. WIND !K'064K R CATEWR`f C 4. NWMI. PM&IRE Co LENT EW,06:-:p &>ILPt. !S As AND +eGRT t 0(p ADJUSTMENT CCkERM T 15 1.4X) �pM Ai pp+N1f�'' UAR�� jy CL �lppM �� MTL, ROOF DECK Q 12'-0" A,F,F, ATC, CEILING HEIGHT 10'-0" A,F,F, SPRAY R-22 FOAM INSULATION UNDER ROOF DECK BOTTOM OF EXISTING ROOF DECK EXISTING METAL J015T5 (TYPJ NEW 2'x4' SUSPENDED ACOUSTICAL CEILING TILE W/ MATCHING GRID SYSTEM TIE TO STRUCTURE ABOVE AS REQUIRED, (CEILINGS ARE 10'-O" A,F,F.) PROVIDE BATT IN5ULATION FOR SOUND ATTENUATION NOM, 5/S" GYPSUM BOARD FIN15H (TYPICAL EACH SIDE OF WALL) PAINT FINISH AS SELECTED BY OWNER, NOM, 3-5/8" METAL STUDS (25 GAUGE) WALL FRAMING CONSTRUCTION v 24" O,C, NOM, 3-5/6" METAL TRACK (CONTINUOUS) SECURE TO CONCRETE FLOOR W/ HILTI X -GN 20 MX x 3/4" HILTI a 10" O,C, NEW OR EXISTING CONCRETE SLAB O*NE 40UFR FRATINGz:T F=fR?4t%*lE-= WALL U -L Z-->EsSlC=N NO, U41':3 C"I"�F1,) SCALE: 3/4"=1'-0" R-22 SPRAY FOAM INSULATION UNDER ROOF DECKING ROOF PITCH PER FLAT ROOF W/ ROLL ROOFING ELEVATION5 AND OVER PEEL 4 STICK MEMBRANE ROOF PLAN 12 OVER I/2" PLYWOOD OR 1/16" 05B STRUCT, SHEATHING ( ) 2x 51,15 FASCIA GALV, MTL. Ix DRIP\ FASCIA _"Jfl CONVENTIONAL FRAME W/ 2x8 a 24" O,C, NON VENTED5 Ix2 BLOCKING 16" O,H, PROVIDE BUILDING PAPER OR STEEL PLATE BETWEEN JOISTS 4 CMU, (TYP,) #5 VERTICAL REINF, CONTINUOUS FROM BOND BEAM TO FOUND, IT 15 THE INTENT OF TH15 DESIGNER THAT (SEE PLAN) NEW 1/2" CEMENTITIOU5 FIN, OVER CMU, (TYPJ CLEAR ENOUGH FOR THE LICENSED PROFE55- cL{ IONAL TO CONSTRUCT TH15 PROJECT, c IN .THE EVENT THAT SOMETHING 15 UNCLEAR v 0'-0" FIN, FLR, FINAL GRADE NEW 2'x2' SUSPENDED ACOUSTICAL CEILING TILE W/ MATCHING GRID SYSTEM TIE TO STRUCTURE ABOVE AS REQUIRED, (CEILINGS ARE 10'-0" A,F,F,) 5/8"W,B. OVER VAPOR BARRIER 4 3/4 P,T, FURRING a24 O,C, W/ MIN, R-3 INSUL, SEE FD' PLAN FOR DETAILS EXISTING SINGLE PLY ROOFING - ON EXISTING TJI JOISTS EXIST, ROOF DECK Q 12'-0" A,F,F, EX15TING CONCRETE CEILING CONCRETE CLG, (HEIGHT VARIES) SEE BUILDING SECTION (Q 10'-2" 4 11'-4" A,F;F,�, FINISH FLOOR AT 0'-0"AFF SCALE: 3/4"=1'-O'1 EXIST, ROOF DECK a 12'-0". A,F,F, PARTITION WALL HEIGHT AT 10'-2" A,F,F, FIN15H FLOOR AT 0'-0" A F, SPRAY R-22 FOAM INSULATION UNDER ROOF DECK EXISTING METAL DECKING (TYPJ EXISTING METAL J015T5 (TYPJ CMU HEIGHT AT 12'-0" A,F,F, UNDER MTL, ROOF DECK ATC, CEILING HEIGHT 10 L-A I F,F, NEW 2'x2' SUSPENDED ACOUSTICAL CEILING TILE W/ MATCHING GRID SYSTEM TIE TO STRUCTURE ABOVE AS REQUIRED, (CEILINGS ARE 10'-0" A,F,E,) EXISTING BRICK WALL EXISTING MTL, POST EXISTING CONCRETE FLOOR SLAB ZZ 4 FINISH FLOOR AT 0'-0" A,F,F, SPRAY R-22 FOAM INSULATION UNDER ROOF DEGK EXISTING SINGLE PLY ROOFING ON EXISTING TJI JOISTS NOM, 3-5/6" METAL TRACK (CONTINUOUS) SECURE TO CONCRETE CEILING W/ HILTI X -GN 20 MX x 3/4" HILTI '@ 10" O,C, EXISTING CONCRETE CEILING NOM, 5/S" GYPSUM BOARD FINISH (TYPICAL EACH SIDE OF WALL) PAINT FINISH AS SELECTED BY OWNER, NOM, 3-5/S" METAL 5TUD5 (25 GAUGE) WALL FRAMING CONSTRUCTION -@ 24" O,C, NOM, 3-5/S" METAL TRACK (CONTINUOUS) SECURE TO CONCRETE FLOOR W/ HILTI X -GN 20 MX x 3/4" HILTI a 10" O,C, NEW OR EXISTING CONCRETE SLAB CONNECT 26 P.T, PLATE TO BOTTOM OF METAL DECK W/ #12 2-3/4" SELF DRILLING 5CRERW5 6" O,C, FRAME WALL HEIGHT AT 12'-0" A,F,F, UNDER MTL. ROOF NEW %" STUCCO FINISH ON 15 LB, FELT OVER HOUSE WRAP OVER %6" SHTG, OVEN' �,P, STUDS AT 16" O,C, — NEW R-13 INSULATION 8'-0" CMU WALL ABY, FIN, FLR, 0'-0" FIN, FLR, NEW 1/2" CEMENTITIOU FIN, OVER CMU, (TYF SPRAY R-22 FOAM INSULATION UNDER ROOF DECK EXISTING METAL DECKING (TYP,) EXISTING METAL JOISTS (TYPJ '\-- 2xS P.T. TOP PLATE NEW 2'x2' SUSPENDED ACOUSTICAL CEILING TILE W/ MATCHING GRID SYSTEM TIE TO STRUCTURE ABOVE AS REQUIRED. (CEILIN65 ARE 10'-0"AFF ) 26P.T, 50LE PLATE CMU WALL NEW OR EXISTING BARRIER 24O,C, ONE HOUFR RATING; M745O iRY W1 WOO FilRAME <NEEWALL CUL D a I N NO, UIE�0a 4 U41e) < > SCALE.: 3/4"=1'-O" DOUBLE 3 5/8" METAL STUD HEADER 2X W00E WINDOW GLA55 S 1/4" TEMPERED GLA55 — GLA55 STOP HOLLOW METAL FRAME WOOD TRIM 2X WOOD BLOCKING {EIGHT OF GLASS PER OWNER LLOW METAL FRAME t HEIGHT OF HALF WALL PER OWNER INTEFRIOiR J*"'ITL. <NEEWALL NEW EXTERIOR CSU WALL I NTEFRI Off' MTL_ WALL FAIRY I T I ON FlAiRTITION W1 LA56 SCALE: 3/4"=1'-O" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-O" NOTE: THIS STRUCTURE HAS BEEN DE51GNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5TH EDITION SECTION 1609 AND INCLUDING A5CE 1-10, I, WIND SPEED = 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VA51)), 2, RISK CATEGORY 2 CONSTRUCTION TYPE - COMMERCIAL (11-5) 3, WIND EXPOSURE _ CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCL05ED BUILDINGS 15 ,IS AND HEIGHT 8 EXPOSURE ADJUSTMENT COEFFICIENT 15 1,40 Li 0 Lu ..j LL P z G� NOTICE TO BUIL_F)ER OF, OWNER IT 15 THE INTENT OF TH15 DESIGNER THAT THESE PLANS ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED PROFE55- IONAL TO CONSTRUCT TH15 PROJECT, IN .THE EVENT THAT SOMETHING 15 UNCLEAR OR NEEDS CLARIFICATION-'-')TOP-AND CALL THE DESIGNER LISTED IN TH15 TITLE PAGE, IT 15 THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL OR OWNER THAT 15 CONSTRUCTING TH15 PROJECT TO FULLY REVIEW THESE DOCUMENTS, VERIFY. ALL EXISTING CONDITIONS (PITCHES 4 DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK 15 DONE AND TRUSSES ARE CONSTRUCTED, NOTE: THIS STRUCTURE HAS BEEN DE51GNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5TH EDITION SECTION 1609 AND INCLUDING A5CE 1-10, I, WIND SPEED = 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VA51)), 2, RISK CATEGORY 2 CONSTRUCTION TYPE - COMMERCIAL (11-5) 3, WIND EXPOSURE _ CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCL05ED BUILDINGS 15 ,IS AND HEIGHT 8 EXPOSURE ADJUSTMENT COEFFICIENT 15 1,40 Li 0 Lu ..j LL P z G� LLL C z c LLJ ^CY " eta n 0 DOOR SCHEDULE uj NOTICE TO 51JILIDER OR OWNER - ro% IT 15 THE INTENT OF TH15 DE5IGNER THAT DOOR DOOR THESE PLANS ARE ACCURATE AND ARE L_ o CLEAR ENOUGH FOR THE LICEN5E1) PROFE55- SIZE THKNS IONAL TO CON5TRUCT THI5 PROJECT. MAT'L. REMARKS IN THE EVENT THAT 50METHING 15 UNCLEAR z z OR NEED5 CLARIFICATION„ STOP„ AND CALL 1= POOR THE DE5IGNER L15TED IN THI5 TITLE PAGE. IT _ 1 15 THE RE5PON515ILITY OF THE LICEN5ED 13/4 W.D. PROFE5510NAL OR OWNER THAT 15 CONSTRUCTING THI5 EXISTING 6 PROJECT TO FULLY REVIEW THESE DOCUMENT5, 3/0x7/0 13/4 VERIFY ALL EX15TING CONDITIONS (PITCHES 4 DIMEN510N5) W.D. EXISTING BEFORE CONSTRUCTION BEGINS AND ANY AND 3 ALL CORRECTION5, IF NEEDED, TO BE MADE 3=GOOD Z BEFORE ANY WORK 15 DONE AND TRU55E5 ARE CONSTRUCTED. v 4 0 DOOR SCHEDULE uj LEGEND: ro% z DOOR DOOR FRAME L_ o DOOR # SIZE THKNS MAT'L. MAT'L. REMARKS z z 1= POOR _ 1 3/0x7/0 13/4 W.D. W.D. EXISTING 6 2 3/0x7/0 13/4 W.D. W.D. EXISTING 4 3 0 3=GOOD Z v°° v 4 3/0x7/0 13/4 W.D. W.D. EXISTING 4 5 3/0x7/0 13/4 W.D. W.D. EXISTING 4 .6 3/0x7/0 13/4 H.M. H.M. �� U¢ 6 7 3/0x7/0 N.A. N.A. N.A. WALK IN COOLER FREEZER m 8 3/0x7/0 N.A. N.A. N.A. WALK IN COOLER DOOR uJ 9 3/0x7/0 13/4 W.D. W.D. 4 10 8/0x8/0 N.A. ALUM. ALUM. ROLL UP GARAGE DOOR 7.5 11 3/0x7/0 13/4 H.M. H.M. 25 1 12 3/0x7/0 1 3/4 H.M. H.M. 20 4 13 3/0x7/0 13/4 H.M. H.M. SELF CLOSING DOOR W/ A DOOR PULL COMPLYING W/ 404.2.7 SHALL BE PLACED ON .2 14 j 3/0x7/0 13/4 H.M. H.M. 2 MAXIMUM JOINT 3/4 3/8 3/4 - BOTH SIDES OF THE DOOR NEAR THE LATCH. 3/4 1-2 3/4 (2) WIDTH INCHES 15 3/0x7/0 1 3/4 H.M. H.M. 2 16 3/0x7/0 1 3/4 H.M. H.M. 2 17 13/4 H.M-` WOOD 2 18 2 - 2/6x6/8 1 3/4 H.M. H.M. 2 19 3/0x6/8 13/4 H.M. H.M. e • SECOND FLOOR • 1 3/0x7/0 13/4 H.M. H.M.F_ ® 6 e ® MERCANTILE SPACE # 1 ® 1 3/0x7/0 13/4 ALUM. ALUM. STORE FRONT DOOR 6 2 (2) 3/0x7/0 13/4 ALUM. ALUM. STORE FRONT DOOR WITH SIDE LITES 4 3 3/0x7/0 13/4 H.M. H.M. SEE SELF CLOSING DOOR NOTE BELLOW 2 • MERCANTILE SPACE # 2 120 1 3/0x7/0 13/4 ALUM. ALUM. STORE FRONT DOOR 2-5 2 3/0x7/0 13/4 H.M. H.M. SEE SELF CLOSING DOOR NOTE BELLOW 2 3 3/0x7/0 13/4 H.M. H.M. SELF CLOSING DOOR W/ A DOOR PULL COMPLYING W/ 404.2.7 SHALL BE PLACED ON LEGEND BOTH SIDES OF THE DOOR NEAR THE LATCH. WD -SOLID CORE WOOD DOOR AVAILABLE HM- HOLLOW METAL KD -KNOCK DOWN METAL • NOTES 1. ALL DOORS TO BE LEVER TYPE AS PER ACCESSIBILITY CODE AND APPROVED BY CLIENT • 2. ALL DOORS TO BE KEYED ALIKE AS PER OWNERS REQUIREMENTS. PROVIDE MASTER KEY AND NON -SAG AVAILABLE CONSTRUCTION KEY. e 3. ALL DOORS THAT HAVE CLOSERS ARE TO BE PER FLORIDA ACCESSIBILITY CODE. • 4. ACCESS TO EXITS SHALL BE MARKED BY APPROVED READILY VISIBLE SIGNS. • 5. EMERGENCY LIGHTING FIXTURES SHALL BE INSTALLED AND ARRANGED SO THAT THE PATH OF TRAVEL IS o ILLUMINATED, BUT LIGHTING DOES NOT SHINE INTO THE FACE OF PERSONS APPROACHING THE EXIT. RESISTANCE TO. 6. LOCKING DEVICES ON EXIT DOORS SHALL BE DIRECT ACTING REQUIRING NO MORE THAN ONE MOTION 7. PROVIDE WALL DOOR STOPS WHERE REQUIRED. 8. ALL EMERGENCY DOORS TO BE SINGLE ACTING. 9. ALL WOOD DOORS TO BE SOLID CORE PARTICLE CORE ROTARY CUT. 10. A LATCH OR OTHER FASTENING DEVICE SHALL BE PROVIDED W/ ONLY ONE KNOB, HANDLE, PANIC BAR OR (SEE LEGEND) OTHER SIMPLE TYPE OF RELEASING DEVICE. DOORS SHALL BE OPERABLE W/NO MORE THAN ONE RELEASING DEVICE. 11. HOLLOW METAL DOORS TO BE GALVANIZED A-60 STEEL RIBBED CONSTRUCTION. DOOR FRAME TO BE GALVANIZED A-60 PRIMED AND PAINTED. INSIDE OF DOORFRAMES AND UNDERSIDE OF BOTTOM RAIL OF HOLLOW METAL DOORS TO BE SPRAYED W/ AUTOMOTIVE SPRAY UNDERCOATING ULTRAVIOLET LIGHT 12. PROVIDE KICK PLATES ON PUSH SIDE OF ALL DOORS- FINISH 26D 1-3 13. ALL DOORS TO HAVE 3 HINGES PER LEAF. 2 HARDWARE SCHEDULE 3 SET 1. PANIC DEVICE/DR. CLOSER 5 KEYED LOCKSET FOR ENTRY DOORS CVT/TEAR SET 2. PRIVACY LOCKSET WITH LEVER 1-2 TYPE HANDLE. 3 SET 3_ LEVER TYPE STORE ROOM LOCKSET 4-5 SET 4. LEVER TYPE OFFICE LOCKSET 1-2 SET 5. PASSAGE FUNCTION ABRASION SET 6. PUSH/PULL 1-2 BOTH SIDES / DOOR CLOSER 1 SET 7. LEVER TYPE STORE ROOM LOCKSET 3 FLUSH BOLTS, OVERHEAD STOP 1 DOOR HARDWARE: WEATHERING NFPA 101: COMPLY WITH THE FOLLOWING FOR MEANS OF EGRESS DOORS: 1-3 LATCHES, LOCKS, AND EXIT DEVICES: NOT MORE THAN 15 LBF TO RELEASE THE LATCH. LOCKS 3 SHALL NOT REQUIRE THE USE OF A KEY, TOOL, OR SPECIAL KNOWLEDGE FOR OPERATION. 3-4 DOOR CLOSERS: NOT MORE THAN 30 LBF TO SET DOOR IN MOTION AND NOT MORE THAN 15 LBF 4-5 TO OPEN DOOR TO MINIMUM REQUIRED WIDTH. OIL/GREASE THRESHOLDS: NOT MORE THAN 1/2 INCH HIGH. 2 WARRANTY PERIOD: THREE YEARS FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS OTHERWISE 3 INDICATED. 3 FINISHES/STANDARD: COMPLY WITH BHMA Al 56.18, AS SELECTED BY OWNER. 2 SEALANT TYPES uj LEGEND: ro% z LLI «' �= L_ m o 4U Lu =� ; z z 1= POOR > w w _ =FAIR Q p C/) 0 u- 0 E: _ T_2 �_. F_.. 0 3=GOOD Z v°° v �< Q DQ z< Q zQ z Lu 4 = VERY GOOD CL J >- w J >- w } 0- } D °- 0 0 m 5= EXCELLENT I— 0 � U Q �� U¢ -�w O z _ O o O3: _w O z �0 O S -' � O m Q Q m a. O a. I— 0_0 0- I— uJ z RECOMMENDED MAX. Lu JOINT MOVEMENT %; 7.5 7.5 12.5 25 25 15 25 25 (1) LIFE EXPECTANCY IN 10+ 10 15-20 20 20 20+ 20+ 20+ YEARS MAXIMUM JOINT 3/4 3/8 3/4 3/4 1 3/4 1-2 3/4 (2) WIDTH INCHES ADHESION TO: WOOD (3) METAL ® • • e • • • o (3) MASONRY/CONC. ® • e ® ®" ® • • (3) GLASS _ • • : ® ® ®., e ® ® (3) PLASTIC o ® • • CURING TIME (DAYS) 120 5 14 14+ 7 7+ 3-5 2-5 (47'5) SHORE A HARDNESS 20-40 30-35 20-40 25-35 25-50 25-45 25-45 30-40 SELF LEVELING AVAILABLE N/A o • e o • NON -SAG AVAILABLE N/A e ® • ® • • o RESISTANCE TO. (SEE LEGEND) ULTRAVIOLET LIGHT 2-3 1-3 3-4 2 2-3 3 3 5 CVT/TEAR 2 1-2 1 3 3 4-5 4-5 1-2 ABRASION 2 1-2 1-2 1 1 3 3 1 WEATHERING 2 1-3 3-4 3 3 3-4 3-4 4-5 OIL/GREASE 1-2 2 3 3 3 3 3 2 COMPRESSION 2-3 1-2 1 3 3 4 4 4-5 EXTENSION 1 1-2 1 12-3 2-3 F 4-5 4-5 1 4-5 (1) SOME HIGH PERFORMANCE URETHANES & SILICONES HAVE MOVEMENT CAPACITIES UP TO 50 %. (2) FIGURES GIVEN ARE CONSERVATIVE. VERIFY WITH MANUFACTURER. (3) PRIMER MAY BE REQUIRED. (4) CURE TIME FOR LOW TO MEDIUM MODULES SILICONES IS ABOUT 2 HOURS. (5) SILICONE CAN BE APPLIED OVER. A WIDE TEMPERATURE RANGE. NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5TH EDITION SECTION 1609 AND INCLUDING ASCE 1-10, 1, WIND 5PEED = 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASD). 2, R15K CATEGORY 2 CONSTRUCTION TYPE -- COMMERCIAL (11-8) 3, WIND EXPOSURE =CATEGORY C 4, INTERNAL PRE55URE COEFFICIENT FOR ENCLOSED BUILDING5 15 .18 AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT 15 1.40 cv Q! uj co ro% , � LLI «' �= L_ m o 4U Lu =� ; t�LLJ �0 i e 0 t-. Z UJ j U. Lu CL I U. 06 1-- Lc. 0 z 0 N.1 z 0 C� Lu Q! co ro% , � LLI «' �= L_ m 4U Lu =� ; SEALANT TYPES LEGEND: NOTICE TO 5UILDER OR OWNER rr 6 71�E Mr or"IlAs PWSNNR WT TWEE MAW AR5 ACCAME AW ARE ow aBAR WAR " TW. Lr,,B*W PROFEM- om� To CX*+6TR= Tws PRor4t C.1) IN I�E erEffl TWAT M5141wi 1$ wcLm Lu OR RMS aAWICATI0N..ST0P.A0 CALL I = POOR 1w- om0a LIM IN vro VIE pAr.- r ui 16 TI -e Repm6uty OF T4 LIcKmx 11-7, < z --:r MOPMOMAL OR allta THAT 6 C-%6TR=NG N16 2 = FAIR PROP. -CT TO FILLY REMPowsat (o CT' 0 (1) YWIFT ALL MTWj COMM MLES 4 PKENS&Z) Q LL T- 550FE CM*TF=0N BX" AO ANY *0 AL CORR�Me, IF�Ma), TO M MAIX U MFO� ANY M 15 DONE *0 W%5$ AnC4%6MM, -j c_ D < -j cl� :D < SEALANT TYPES LEGEND: m ow C.1) Li Lu I = POOR ui ui ui 11-7, < z --:r 2 = FAIR (o CT' 0 (1) LL Q LL T- T- 3 = GOOD U -j c_ D < -j cl� :D < LLJ ry Lli c� < Ld 4 = VERY GOOD LU UJ r n >- uj u) a- >- c) Lu CL 0 V) w 5= EXCELLENT (r) < -j G? 0 0 z O- --' o m < < m n C') n 0 CL U) z RECOMMENDED MAX. JOINT MOVEMENT %, 7.5 7.5 12.5 25 25 15 25 25 (1) LIFE EXPECTANCY IN 10+ 10 15-20 20 20 20+ 20+ 20+ YEARS MAXIMUM JOINT 3/4 3/8 3/4 3/4 1 3/4 1,-2 3/4 (2) WIDTH (INCHES) ADHESION TO: WOOD 0 0 0 (3) METAL 0 0 (3) MASONRYICONC. (3) GLASS (3) PLASTIC CURING TIME (DAYS) 120 5 14 14+ 7 7+ 3-5 2-5 (4,5) SHORE A HARDNESS 20-40 30-35 20-40 25-35 25-50 2545 25-45 30-40 SELF LEVELING AVAILABLE N/A NON -SAG AVAILABLE NIA RESISTANCE TO: (SEE LEGEND) ULTRAVIOLET LIGHT 2-3 1-3 3-4 2 2-3 3 3 5 CVTITEAR 2 1-2 1 3 4-5 4�5 1-2 ABRASION 2 1-2 '1-2 1 1 3 3 1 IAFE A T H E R I N G 2 1-3 3-4 3 3 3-4 3-4 4-5 OIL/GREASE 1-2 2 3 3 3 3 3 2 COMPRESSION 2-3 1-2 1 3 3 4 4 4-5 EXTENSION 1 1-2 1 2-3 2-3 4-5 4-5 4-5 (1) SOME HIGH PERFORMANCE URETHANES & SILICONES HAVE MOVEMENT CAPACITIES UP TO 50%, (2) FIGURES GIVEN ARE CONSERVATIVE, VERIFY WITH MANUFACTURER, (3) PRIMER MAY BE REQUIRED. (4) CURE TIME FOR LOW TO MEDIUM MODULES SILICONES IS ABOUT 2 HOURS, (5) SILICONE CAN BE APPLIED, OVER A WIDE TEMPERATURE RANGE. NOT� V15 STRZTURE HA6 5FEN PF%%m TO MEET OR F)CEM TIE WM LOAD RFORRIan OF THE 204 RDRVA BUILPIAG COS 5TH E=N 6EnA YPM k0 rZUZW 4C3i 1-10, L WIND $FEED o MMPH ULTIMATE WIND E� 6UT) AND M M-114 (066), I FJ5K CATEGORY 2 WN5TF=ION TTPE - COMEPCAAL ill -5) 3. UV EX OURS - CAT�30W C 4. KMRNAL F9MV-Pl COUMIENT fOR W,2� OUILMO 15.15 ANP H8W (DeORRE ADZSTMENT COFFICIENT r.71,40 uj > oll.- �. N W W CL 0 LL z 06 m ow C.1) NEW 12"xl2" CONT, CONC FOOTING W/ 2 # 5 REBAR, CONNECT NEW FOOTING TO = — EX15TING W/ # 5 REBAR 16" O,C, EMBEDED — — INTO (1) 3/4"X6" PRE -DRILLED HOLES IN EXISTING FOOTING, CONNECT WITH TWO — EXISTING CMU WALL PART EPDXY AS PER MANUFACTURERS _ EXISTING FOOTING SPECS, (TYP,) d• COOLER 4" CONC, VAPOR 1E #5 TRANS EXTEND 2 SLAB 1� 4 NEW FOOTING ADJ, TO EX15TING FOOTING SCALE: 3/4" - I'-0" III STUCCO OVER GALVANIZED LATH OVER 15# FELT OVER HOUSE WRAP OVER 16" OSB (TYP.) 2x �@ 16" O,C, 2x4 P.T. 50LE PLATE W/ 1/2"4" A. B, W/ 2"xl/8" WASHERS (W/ (0" MIN, EMBEDDMENT) 32" O,C, � CORNERS, ENDS, 4 EA, SIDE OF OPENINGS 3/4" DP, WATER6TOP MONOLITHIC FOUNDATION W/ (2) #5 DIA, RODS CONT, CLEAN COMPACTED ON CHAIRS FILL o 95% STANDARD _/ DENSITY TYF, MONO, FRAME WALL FOOTING DET741L SCALE: 3/4"-1'-0" R-13 BATT IN5UL4 4" CONC, SLAB U VAPOR BARRIE>t THICKENED SLAB BEARING 8 STUCCO OVER GALVANIZED LATH OVER 15# FELT OVER HOUSE WRAP OVER 16" 058 (TYP,) 2x Q 16" D,C, 2x4 P.T. 6OLE PLATE W/ 1/2"x8" A. B, W/ 2"xl/8" WASHERS (W/ (0" MIN, EMBEDDMENT) 32" CIL, d CORNERS, ENDS, 4 EA, SIDE OF OPENINGS 15 DIA, RODS CONT, CHAIRS 5CALE: 3/4 1'-011 CORNER REBAR 24" u CONTINUOUS REBAR 2-#5'6 REBAR I STORY 3-#5'S REBAR 2 STORY SEE PLAN FACE OF FOOTING . CO RNER FOOTING DETAIL .. _ SCALE: 3/4" = 1'-0 5EE WALL 5ECTION15 FOR DETAILS 4" CONC, SLAB — 8" C,M,U, U L —FIN15H FLOOR CLEAN COMPACTED FILL MONOLITHIC FOOTING 95% STANDARD DENSITY 1'-4" W/ (2) #5 DIA, RODS CONT, AND TERMITE TREATED ON CHAIRS EXTERIOR MA50NRY WALL FTG CONE STOP')') SCALE: 3/4"- 1'-0" BOND NOTICE TO 5ULDER OR OWNER LLI NOOK BEAM IT 16 THE INTENT OFF THIS DESIGNER THAT 2x12 12" O.C. 23'-4" MAX SPAN 2x6 16" O,C, 13'-5" MAX 5PAN THESE PLANS ARE ACCURATE AND ARE 1-1/2” MIN, 2x6 24" O,C, 11'-9" MAX 5PAN CLEAR ENOUGH FOR THE LICENSED PROFE55- 2x12 24" O,C, 16'-6" MAX 6PAN 28 12" O,C, 19'-6" MAX 6PAN IONAL TO CONSTRUCT TH16 PROJECT, 2x10 12" O,C, 19'-I1" MAX 5PAN 2x8 16" O,C, 11'-9" MAX 5PAN IN THE EVENT THAT SOMETHING 15 UNCLEAR 2x1016" O,C, 11'-3" MAX 6PAN Q3 iu OR NEEDS CLARIFICATION„6TOP.,AND CALL 2x10 24" O,C, 14'-1" MAX 5PAN 2x10 12" O,C, 24'-10" MAX 5PAN THE DESIGNER L15TED IN TH15 TITLE PAGE, IT 13'-4" 2xIO 16" O,C, 22'-1" MAX SPAN 15 THE RESPONSIBILITY OF THE LICEN5ED THREE 2x10 24" O,C, IS' -I" MAX 5PAN PROFE5510NAL OR OWNER THAT 15 CON5TRUCTING THIS 16" 2x12 12" O,C, 26'-1" MAX 5PAN PROJECT TO FULLY REVIEW THESE DOCUMENTS 2x6 SPRUCE FIR 2x12 16" O,C, 26'-1" MAX SPAN VERIFY ALL EX15TING CONDITIONS (PITCHES 4 DIMENSIONS) 14'-4" 2x12 24" O,C, 21'-4" MAX 5PAN BEFORE CONSTRUCTION BEGINS AND ANY AND IN GROUTED 16'-0" ALL CORRECTIONS, IF NEEDED, T0. BE MADE CELL THREE BEFORE ANY WORK 15 DONE AND TRU55E6 ARE CON6TRUCTED, CLEANOUT REdD EXISTING FRAME WALL 8 STUCCO OVER GALVANIZED LATH OVER 15# FELT OVER HOUSE WRAP OVER 16" 058 (TYP,) 2x Q 16" D,C, 2x4 P.T. 6OLE PLATE W/ 1/2"x8" A. B, W/ 2"xl/8" WASHERS (W/ (0" MIN, EMBEDDMENT) 32" CIL, d CORNERS, ENDS, 4 EA, SIDE OF OPENINGS 15 DIA, RODS CONT, CHAIRS 5CALE: 3/4 1'-011 CORNER REBAR 24" u CONTINUOUS REBAR 2-#5'6 REBAR I STORY 3-#5'S REBAR 2 STORY SEE PLAN FACE OF FOOTING . CO RNER FOOTING DETAIL .. _ SCALE: 3/4" = 1'-0 5EE WALL 5ECTION15 FOR DETAILS 4" CONC, SLAB — 8" C,M,U, U L —FIN15H FLOOR CLEAN COMPACTED FILL MONOLITHIC FOOTING 95% STANDARD DENSITY 1'-4" W/ (2) #5 DIA, RODS CONT, AND TERMITE TREATED ON CHAIRS EXTERIOR MA50NRY WALL FTG CONE STOP')') SCALE: 3/4"- 1'-0" I'_ STANDARD BOND WOOD STRUCTURAL NOTE511 LLI NOOK BEAM L) ALL WOOD TO BE SPECIES, GROUP, AND GRADE A5 NOTED BELOW, 2x12 12" O.C. 23'-4" MAX SPAN 2x6 16" O,C, 13'-5" MAX 5PAN DAMAGED WOOD NOT TO BE USED, 1-1/2” MIN, 2x6 24" O,C, 11'-9" MAX 5PAN 2,) ALL STRUCTURAL LUMBER SHALL BE 5PF (SPRUCE -PINE -FIR) #2 OR 2x12 24" O,C, 16'-6" MAX 6PAN 28 12" O,C, 19'-6" MAX 6PAN BETTER UNLE56 OTHERWISE NOTED, (PRE -ENG, TRU55E6 EXCLUDED) 2x10 12" O,C, 19'-I1" MAX 5PAN 2x8 16" O,C, 11'-9" MAX 5PAN 3,) END JOINT IN STRUCTURAL DOUBLE TOP PLATE TO BE OFFSET AT 2x1016" O,C, 11'-3" MAX 6PAN Q3 iu LEA5T 4", STRUCTURAL DOUBLE PLATES TO BE NAILED @ 6" O,C, 2x10 24" O,C, 14'-1" MAX 5PAN 2x10 12" O,C, 24'-10" MAX 5PAN 4,) MAX, I" HOLE DRILLED INTO EXTERIOR STRUCTURAL 5TUD6, 13'-4" 2xIO 16" O,C, 22'-1" MAX SPAN 5,) NAIL PATTERN -DOUBLE PLATE 12" O,C, OUTSIDE SPLICE ZONE THREE 2x10 24" O,C, IS' -I" MAX 5PAN -DOUBLE STUDS Q 12" O,C, 16" 2x12 12" O,C, 26'-1" MAX 5PAN -DOUBLE OR TRIPPLE HEADER 6 6" O,C, � EDGE 2x6 SPRUCE FIR 2x12 16" O,C, 26'-1" MAX SPAN 12" O,C, INTERMEDIATE, 14'-4" 2x12 24" O,C, 21'-4" MAX 5PAN -HEADER TO STUD -@ 4" O,C,EA, HEADER MEMBER, IN GROUTED 16'-0" -5TUD TO TOP OR BOTTOM PLATE : (2) 1(od THRU CELL THREE PLATE OR (2) 16d EA, 51DE TOE -NAILED TO PLATE, CLEANOUT REdD EXISTING FRAME WALL 6,) ROOF 5HEATHING TO BE MIN, 15/32" PLYWOOD OR 1/16" 0,65, 19'-8" 26 SPRUCE FIR NAILED PER ROOF NAILING PATTERN DETAIL, THREE IS' -0" 1,) GYP, BD, CEILING SHALL BE NAILED 1" O,C, WITH 5d NAILS, 12' THREE GYP, BD, WALLS SHALL BE NAILED '@ 8" O,C, WITH 5d NAILES 26 SOUTHERN PINE 16" LIVE LOADS PER FBC R301- 4 TABLE 8301,5 > 5 FT, UNLE55 26 SOUTHERN PINE A, ATTIC W/0 STORAGE 10 P5F, THREE 24'-0" B, ATTIC W/ LIMITED STORAGE 20 P5F, I C, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 P5F, ` D, BALCONIES AND DECKS (EXTERIOR) 40 P5F, I E. FIRE ESCAPES 40 PSF, NOT REQ D, F, GUARDRAILS AND HADRAIL5 200 P5F, EXISTING CONC, CEILING G, GUARDRAILS IN -FILL COMPONENTS 50 PSF, it `v H, PASSENGER VEHICLE GARAGES 50 PSF, I I, ROOMS OTHER THAN SLEEPING ROOM 40 P517, J, SLEEPING ROOMS 30 PSF, HOOK FOOTING EXISTING CEILING HEIGHT WALL &HEATHING NAILING PATTERN I USE8d COMMON NAILS,,, PANEL EDGE5 4" O,C, BEARING AT 10'-2" A,F,F, ,4T TEARFUL SEGMENT5: all O,C, INTERMEDIATE COVER EL5EWHERE: PANEL EDGES 6" O,C, 12" O,C,INTERMEDIATE SECOND FLOOR NAILING : Sd Q6" O,C,Edges (glue 4 nail) � 12" 0,C) Field ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION - RESISTANT MATERIALS, EXPAND METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1%" LONG, II GAGE NAILS HAVING A %6" HEAD, OR a"LONG, 16 GAGE STAPLES, SPACED AT NO MORE THAN 6", I'_ STANDARD BOND CEILING JOI5T6 5PAN6 LLI NOOK BEAM 2x4 12" O,C, 9'-5" MAX SPAN 2x12 12" O.C. 23'-4" MAX SPAN 2x6 16" O,C, 13'-5" MAX 5PAN 2x4 16" O,C, S'-1" MAX 5PAN 1-1/2” MIN, 2x6 24" O,C, 11'-9" MAX 5PAN -� 2x12 24" O,C, 16'-6" MAX 6PAN 28 12" O,C, 19'-6" MAX 6PAN 2x6 12" O,C, 14'-9" MAX 5PAN 2x10 12" O,C, 19'-I1" MAX 5PAN 2x8 16" O,C, 11'-9" MAX 5PAN COVER 2x1016" O,C, 11'-3" MAX 6PAN Q3 iu 2x6 24" O,C, 10'-6" MAX 5PAN 2x10 24" O,C, 14'-1" MAX 5PAN 2x10 12" O,C, 24'-10" MAX 5PAN 2x8 12" O,C, 10'-2" MAX 5PAN 13'-4" 2xIO 16" O,C, 22'-1" MAX SPAN 28 16" O,C, 16'-1" MAX 5PAN THREE 2x10 24" O,C, IS' -I" MAX 5PAN 28 24" O,C, 13'-1" MAX 5PAN 16" 2x12 12" O,C, 26'-1" MAX 5PAN VERT, REINF, 2x6 SPRUCE FIR 2x12 16" O,C, 26'-1" MAX SPAN 2x10 16" O,C, 19'4" MAX 5PAN 14'-4" 2x12 24" O,C, 21'-4" MAX 5PAN I 2x10 24" O,C, 16'-1" MAX 5PAN IN GROUTED 16'-0" 2x(o SOUTHERN PINE CELL THREE 11'-0" CLEANOUT REdD EXISTING FRAME WALL THREE 19'-8" 26 SPRUCE FIR 16" THREE IS' -0" FOR GROUT LIFT 12' THREE 21'-0" 26 SOUTHERN PINE 16" THREE > 5 FT, UNLE55 26 SOUTHERN PINE 12' THREE 24'-0" FOOTING DWL , IS —'— _ NOT REQ D, EXISTING CONC, CEILING EMBEDMENT it `v STANDARD PER 203,3,3 HOOK FOOTING EXISTING CEILING HEIGHT REINFORCING 3" MIN, BEARING AT 10'-2" A,F,F, COVER ONE STORY MA&ONRY WALL SCALE: 3/4"- I'-0" I6" (:E) P05rt FTG pEt,4I1. ,T, P05T )N" ABU44 P05T PAD 16" x 16" x 16" CONC, FOOTING W/ (3) #5 DIA, ON CHAIRS SCALE: 3/4 I'-0" BOTTOM OF NEW LINTEL BEARING AT 8'-0" A,F,F NEW 8" CMU, (TYP.) FILL CELL SOLID W/ CONC, - 1- 15 DIA, CONT TO TIE BEAM W/ MIN, 25" OVERLAP 0'-0" FIN, FLR, EXISTING FOUNDATION )UR IN PLACE BOND BEAM 3AR (TYP.) ITEL (TYP,) ARD MODULAR BRICK TO MATCH EX15TING U5E GALVANIZED MTL TIES SPACED 16" o,c, VERT, AND 32" o,c, HORIZ, (5ee Detail Below) BRICK VENEER W/ I" MINIMUM AIR SPACE WEEP HOLES Q 24" CENTERS CONNECT NEW # 5 REBAR INTO 3/4"X&" PRE -DRILLED HOLE IN EX15TING FOOTING, CONNECT WITH TWO PART EPDXY AS PER MANUFACTURERS SPECS, (TYP.) WOOD 5PAN5 RAFTER 6PAN6 CEILING JOI5T6 5PAN6 FLOOR J015T5 6PAN5 2x6 12" CIL. 14'-9" MAX 5PAN 2x4 12" O,C, 9'-5" MAX SPAN 2x12 12" O.C. 23'-4" MAX SPAN 2x6 16" O,C, 13'-5" MAX 5PAN 2x4 16" O,C, S'-1" MAX 5PAN 2x1216" O,C, 21'-2" MAX 5PAN 2x6 24" O,C, 11'-9" MAX 5PAN 2x4 24" O,C, 1'-3" MAX 5PAN 2x12 24" O,C, 16'-6" MAX 6PAN 28 12" O,C, 19'-6" MAX 6PAN 2x6 12" O,C, 14'-9" MAX 5PAN 2x10 12" O,C, 19'-I1" MAX 5PAN 2x8 16" O,C, 11'-9" MAX 5PAN 2x6 16" O,C, 12'-11" MAX 5PAN 2x1016" O,C, 11'-3" MAX 6PAN 28 24" O,C, 13'4" MAX SPAN 2x6 24" O,C, 10'-6" MAX 5PAN 2x10 24" O,C, 14'-1" MAX 5PAN 2x10 12" O,C, 24'-10" MAX 5PAN 2x8 12" O,C, 10'-2" MAX 5PAN 13'-4" 2xIO 16" O,C, 22'-1" MAX SPAN 28 16" O,C, 16'-1" MAX 5PAN THREE 2x10 24" O,C, IS' -I" MAX 5PAN 28 24" O,C, 13'-1" MAX 5PAN 16" 2x12 12" O,C, 26'-1" MAX 5PAN 2x10 12" D,C, 22'-9" MAX 5PAN 2x6 SPRUCE FIR 2x12 16" O,C, 26'-1" MAX SPAN 2x10 16" O,C, 19'4" MAX 5PAN 14'-4" 2x12 24" O,C, 21'-4" MAX 5PAN I 2x10 24" O,C, 16'-1" MAX 5PAN THREE LIMITING HEIGHTS OF 5TUD5 SIZE # 2 GRADE O,C, SPACING BLOCKING # OF ROWS MAX, HT, 2x4 SPRUCE FIR 16" NONE S'-0" 2x4 SPRUCE FIR 16" ONE 2x4 SPRUCE FIR 16" TWO 2x4 SPRUCE FIR 12' THREE 14'-0" 2x4 SOUTHERN PINE 16" THREE 13'-4" 2x4 SOUTHERN PINE 12' THREE 15'-0" 2x6 SPRUCE FIR 16" NONE 9'-0" 2x6 SPRUCE FIR 16" TWO 14'-4" 2x6 SPRUCE FIR 12' THREE 16'-0" 2x(o SOUTHERN PINE 16" THREE 11'-0" 2x6 SOUTHERN PINE 12' THREE 19'-8" 26 SPRUCE FIR 16" THREE IS' -0" 26 SPRUCE FIR 12' THREE 21'-0" 26 SOUTHERN PINE 16" THREE 22'-4 26 SOUTHERN PINE 12' THREE 24'-0" �EXTERIOR BOCK COLUMN UJ/ BRICK SCALE: 3/4"-1'-0" NOTE: THIS 5TRUCTURE HA5 BEEN DE51GN_D TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5TH EDITION SECTION 1609 AND INCLUDING ASCE 1-10. 1, WIND SPEED = 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VA5D), 2, RI5K CATEGORY 2 CONSTRUCTION TYPE - COMMERCIAL (II -B) 3, WIND EXP05URE = CATEGORY C 4, INTERNAL PRE551,11RE COEFFICIENT FOR ENCL05ED BUILDINGS 15 ,IS AND HEIGHT E EXP05URE ADJUSTMENT COEFFICIENT 15 1,40 SHEET o e 1 of3(o o CL co uj 0 Ld N Z LJ M Lu LCA Lu U. �0 ® z z 05 � r Lu z 140 us LLI (3 4ZS u _T_ u �� U FOUNDATION NOTES: 1, CONCRETE FOOTINGS STRENGTH OF NOT LESS 2, ALL 4" CONCRETE SLA STRENGTH OF NOT LESS SHALL BE REINFORCED U VAPOR BARRIER OVER FILL, (FIBERMESH OPTION 3, REINFORCE FOOTINGS BARS SHALL BE DEFORh SERIAL DE51GNATION A3( SCALE, SPLICES SHALL 4, FOR CONCRETE BLO( CELL WITH 1' 5 BAR VEF CORNERS 4 WALL FENEST 5, EXTEND SLAB I - 11/2 6, CONTRACTOR SHALL LOCATIONS ON SITE BEF( 1, MISSING DOWEL: PRE -DRILL 3/4" HOLE Mli AND ALL DUST FROM PR EPDXY AS PER MANUFA( REBAR INTO PRE-DRILLE ROD SLOWLY UNTIL REB/ DURING SET TIME AS PEF 8, REINFORCED MA50NF AVERAGE 1 5 VERTICAL EXCEPT AT DOOR OPENI PROVIDE NEW POUR IN PL LEVEL EXISTING CMU WALL 5 REBAR ON BOND BEAM EXISTING WALL TO BEAM 5 SHEET 5,6, FOR RETROFIT FROM FOUNDATION TO NEU REBAR CONNECTION, FOUNID74TION F'LAN i SCALE: 1/4":1'-0° NOTE: TH15 STRUCTURE HA5 BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENT5 OF THE 2014 FLORIDA BUILDING CODE 5TH EDITION 5ECTION 1609 AND INCLUDING A5CE 1-10, 1, WIND SPEED = 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASD), 2, R15K CATEGORY 2 CONSTRUCTION TYPE = COMMERCIAL (11-8) 3, WIND EXPOSURE % CATEGORY C 4, INTERNAL PRE55URE COEFFICIENT FOR ENCL05ED BUILDING5 15 ,IS AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT 15 1,40 r W CL 0 z 05 4 M � g' NOTICE TO 5UILDER OR OWNER cn IT 15 THE INTENT OF TH15 DESIGNER THAT 4 l THESE PLANS ARE ACCURATE AND ARE LLJJ ��/ CLEAR ENOUGH FOR THE LICENSED PROFE55- IONAL TO CONSTRUCT TH15 PROJECT, IN THE EVENT THAT .60METHING 15 UNCLEAR OR NEEDS CLARIFICATION -STOP -AND CALL THE DESIGNER L15TED IN TH15 TITLE PAGE, IT 15 THE RE5PON51BILITY OF THE LICENSED %LJ PROFESSIONAL OR OWNER THAT 15 CONSTRUCTING TH15 c� o ,, PROJECT TO FULLY REVIEW THESE. DOCUMENTS, VERIFY ALL EX15TING CONDITIONS (PITCHES 4 DIMEN51ON5) U BEFORE CONSTRUCTION BEGINS AND ANY AND ALL "GORRECTION5, IF NEEDED, TO BE MADE BEFORE ANY WORK 15 DONE AND TRU55E5 ARE CONSTRUCTED, FOUNID74TION F'LAN i SCALE: 1/4":1'-0° NOTE: TH15 STRUCTURE HA5 BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENT5 OF THE 2014 FLORIDA BUILDING CODE 5TH EDITION 5ECTION 1609 AND INCLUDING A5CE 1-10, 1, WIND SPEED = 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASD), 2, R15K CATEGORY 2 CONSTRUCTION TYPE = COMMERCIAL (11-8) 3, WIND EXPOSURE % CATEGORY C 4, INTERNAL PRE55URE COEFFICIENT FOR ENCL05ED BUILDING5 15 ,IS AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT 15 1,40 r W CL 0 z 05 4 M � g' cn 4 l LLJJ ��/ i— cv cv r— LL- %LJ c� o ,, u> U iROOF FRAt-011NG-z f=LAN SCALE, ROTE: THIS STRUCTI E HAS =EN DESIGNED TO ME=T OR EXCEED THE WIND LOAD REMIREMENT5 OF THE 2014 FI OFIDA'LlUDING CODE rTFI EDITION SECTIOPI 160k0i INCLUDING ASGE VO, 1, MIND SEED .13Tl'H LILTIMATE 00, SPEED 06LT) AND 108 MPSI (NASD): 2. PlI&K GATEG OXY 2 Cf%9TRJCTION TYPE = COMMERCIAL (11-5) 3, WIND EXPOBAE -- CATEGORY C 4, INTERRNAL. PREaa�J..R= CO- FCIERT FOR ENCLOS,ED 5,J!LDN4S 1a S AND F E1GRT 4 EXPO.'URE A�`JUSTlvitKIT JOEFFFIO ERT Is 1:40 Z V_ C) rSHEET 1` of . HOLD DOWN ANA Y615 UPLIF ur�E�� r�;crEc orH�R�I�E: 1) ALL CONN CTOR5 � rASTENER5 TO BE SIMI U fid. 2) CMII TO TRU&C^) OR FLOOR d0115T5 - i ETA!P, W1 - 10d x 1 1,2" E4, 14 �►a3) 3) =RAMS TO ROOF TRLl55 - I gT512 V 14x100 x 11,2" EA, LLJ L) M155ING S T RAP CMU TO ROOF 7 ,12,15 Uf 51MP, HT3M6 IN THE EVENT THAT SOMETHING 15 UNCLEAR (5-10d TO TRUMS, TO WN (4) 114"r 2 -if," TAP( 11154 033) iROOF FRAt-011NG-z f=LAN SCALE, ROTE: THIS STRUCTI E HAS =EN DESIGNED TO ME=T OR EXCEED THE WIND LOAD REMIREMENT5 OF THE 2014 FI OFIDA'LlUDING CODE rTFI EDITION SECTIOPI 160k0i INCLUDING ASGE VO, 1, MIND SEED .13Tl'H LILTIMATE 00, SPEED 06LT) AND 108 MPSI (NASD): 2. PlI&K GATEG OXY 2 Cf%9TRJCTION TYPE = COMMERCIAL (11-5) 3, WIND EXPOBAE -- CATEGORY C 4, INTERRNAL. PREaa�J..R= CO- FCIERT FOR ENCLOS,ED 5,J!LDN4S 1a S AND F E1GRT 4 EXPO.'URE A�`JUSTlvitKIT JOEFFFIO ERT Is 1:40 Z V_ C) rSHEET 1` of . NOTICE TO SULDER OR OWNER d IT I$ THE INTENT Or TO DE5IGNER THAT THESE PLANS ARE A=RATE AND ARE. CLEAR ENOUGH FOR THE LICEN"&ED PRO"rESS- LLJ IONAL TO COR5TRUG1 THIS PROJECT. IN THE EVENT THAT SOMETHING 15 UNCLEAR fly OR NEED5 CLARIEICATION.,6TOP -AND GALL THE DESIGNER L15TED IN THIS TITIN PAGE. IT 15 THE RESPONSIBILITY OF THE LICEN&ED PROFIE65IONAL OR OWNER THAT 16 CONSTRUCTING THIS PROJECT TO FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXI5TING CONDITIONS (r 1TCHEa 4 PIMEMIONS) DEFORE CONSTRUCTION 5EGIN6 AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK 15 DO�C- AND TRU55E5 ARE CONSTRZTED. iROOF FRAt-011NG-z f=LAN SCALE, ROTE: THIS STRUCTI E HAS =EN DESIGNED TO ME=T OR EXCEED THE WIND LOAD REMIREMENT5 OF THE 2014 FI OFIDA'LlUDING CODE rTFI EDITION SECTIOPI 160k0i INCLUDING ASGE VO, 1, MIND SEED .13Tl'H LILTIMATE 00, SPEED 06LT) AND 108 MPSI (NASD): 2. PlI&K GATEG OXY 2 Cf%9TRJCTION TYPE = COMMERCIAL (11-5) 3, WIND EXPOBAE -- CATEGORY C 4, INTERRNAL. PREaa�J..R= CO- FCIERT FOR ENCLOS,ED 5,J!LDN4S 1a S AND F E1GRT 4 EXPO.'URE A�`JUSTlvitKIT JOEFFFIO ERT Is 1:40 Z V_ C) rSHEET 1` of . d LLJ 1: fly LLI R-22 SPRAY FOAM INSULATION UNDER ROOF DECKING ROOF PITCH PER FLAT ROOF W/ ROLL ROj0F1ELEVATIONS AND OVER PEEL 4 STICK MEROOF PLAN 12 OVER 1/2" PLYWOOD OR 5TRUCT, SHEATHING ( ) 2x SUB FASCIA GALV, MTL, DRIP Ix FASCIA CONVENTIONAL FRAME W/ 2x8 24" O,C, NON VENTED SOFFIT kfir, Ix2 BLOCKING = FA 16" O,H, PROVIDE BUILDING PAPER OR STEEL PLATE BETWEEN JOISTS 4 CMU, (TYP.) 15 VERTICAL REINF, CONTINUOUS FROM BOND BEAM TO FOUND, (SEE PLAN) NEW 1/2" CEMENTITIOU5 FIN, OVER CMU, (TYP,) - c[ 0 0'-0" FIN, FLR, FINAL GRADE ZNEW 2'x2' SUSPENDED ACOUSTICAL CEILING TILE W/ MATCHING GRID r &Y&TEM TIE TO STRUCTURE ABOVE A5 REQUIRED. (CEILINGS ARE 10'-0"AFF ) OVER VAPOR BARRIER 4 3/4 P,T, FURRING ,@ 24 OC, W/ MIN, R-3 IN5UL, SEE FD' PLAN FOR DETAILS ONE STORE' TYFI, 5LOCK WALL SECTION DETAIL SCALE: 3/4"d'-011 R-22 SPRAY FOAM INSULATION UNDER ROOF DECKING \\ FLAT ROOF W/ ROLL ROOFING OVER PEEL 4 STICK MEMBRANE OVER 1/2" PLYWOOD OR 1/16" 056 5TRUCT, SHEATHING GAL V, MTL , DRIP EDGE Ix FASCIA 2x 6U5 FASCIA NON VENTED SOFFITS HURRICANE TIE 0 EA, TRUSS (AS ROOF FRAMING PLAN) 5P2 Q EACH STUD, NEW %" STUCCO FINISH ON 15 L5, FELT OVER HOUSE WRAP OVER %6" &HTG, OVER 2x4 STUDS AT 16" O;C, R-19 INSULATION L5TA24 FROM. RIM BOARD TO STUD 32" O,C, 4 0 CORNERS, ENDS, AND OPENINGS STRUCTURAL &HTG, TO BE NAILED TO TOP PLATE FOR CONTINUOUS VERTICAL SUPPORT NO HORIZONTAL SHEATHING JOINTS WITHIN 2'-0" OF FIN, FLR, 1 (2) 2"X12" '5,@ 2X CONY, FRAMING, ALL WOOD FRAMING TO BE SET BACK 1/2" 5HTG, MUST BE FLUSH W/ BLOCK, J PROVIDE BUILDING PAPER OR 1 STEEL PLATE BETWEEN FLOOR ll J015T5 4 CMU, (TYP,) Jl Jl 11 EXISTING CMU, (TYP) NEW 1/2" CEMENTITIOU5 FIN, OVER CMU, (TYP) RAFTERS PER PLAN PLATE HT, (&EE EL EVATION54 CROSS SECTION) DBL, 2x TOP PLATE _�- 2-2x HEADER W/ 1/2" PLYWOOD Ix STOOL 5/8" G15, 2x 50LE PLATE 23/32 STURDI 'FLOOR T* GLUED W/ CON&TR, ADHE5IVE 4 NAILED W/ 8" SPIRALS 6" O,C, Q EDGES 4 12" O,C, AT INTERMEDIATE FRAMING 2nd FLR, HT, (5c"E £LEVATION&4 FLOOR JOISTS PER PLAN CROSS SECTION) PLATE HT, (5EE ELEVATIO0 CROSS SECTION) CONNECT CMU TO FLOOR JOISTS W/ &IMP, METAIS (W/ 9 - 10d x 11/2" EA) NEW POUR IN PLACE BOND 5'EAM (TYP.) W/ I CONTINUOUS # 5 R'EBAR (SEE FOUNDATION) L�EX16TING BOND BEAM (TYP,) NEW 2'x2' SUSPENDED ACOUSTICAL CEILING TILE W/ MATCHING GRID SYSTEM TIE TO STRUCTURE ABOVE AS REQUIR'ED, (CEILINGS ARE 10'-0" A,F,F,) 5/8" G,W,5. OVER VAPOR BARRIER 4 3/4" P,T, FURRING 1@ 24" O,C, W/ MIN, R-3 IN5UL, 1X2 PT SASE F � D'-0° FIN, FLR, W FINAL GRADE SEE FD' PLAN FOR DETAILS I 7LU0 StORi TYF, WALL 5EC1'ION SCALE: 3/4"d'-011 6P4 OR BENT OVER L5TA24 DOUBLE TOP PLATE OR 5P2 Q 32" O.C, FRAME WALL HEIGHT AT 12'-0" A,F,F, UNDER MTL, ROOF CONNECT 28 P,T, PLATE TO BOTTOM OF METAL DECK W/ #12 2-3/4" 5ELF DRILLING &CRERW& 6" O,C, 511 Q EACH STUD—� NEW 8" STUCCO FINISH ON 15 L5, FELT OVER HOUSE WRAP OVER %6" &HTC, OV��' �y� 6TUD5 AT 16" O,C, - NEW R-13 INSULATI01` $PIZ Q'EACH STUD, 8'-0" CMU WALL ABV, FIN, FLR, NEW 1/2" CEMENTITIO FIN, OVER CMU, (TYI SPRAY R-22 FOAM INSULATION UNDER ROOF DECK EXISTING METAL DECKING (TYP,) EXISTING METAL J016T5 (TYP.) - 26 P,T, TOP PLATE L NEW 2'4' SU5PENDED ACOUSTICAL CEILING TILE W/ MATCHING GRID SYSTEM TIE TO STRUCTURE ABOVE AS REQUIRED. (CEILINGS ARE 10'-O" A,F,F,) 26 P,T, 50LE PLATE CONNECT TO CMU W/ I/4" x 3" TAPCON5 6" O,C, 15 VERTICAL REINF, CONTINUOUS FROM BOND BEAM TO FOUND, (SEE PLAN) 0' 0" FIN, FLR, II II II II CONT, TIE BEAM FILLED WITH CONC, AND 1-#5 CONT, 5/8" W,B, OVER VAPOR BARRIER — 4 3/4' P,T, FURRING @ 24' O,C, W/ MIN, R-3 IN5UL, 0 SEE FDS PLAN FOR DETAILS ONE Sl'ORi tiP. BOCK IUQLI. SECTION DEtA11. 5CALE: 3/4";1'-0" BOTTOM CHORD OF DOUBLE TOP PLATE ROOF MEMBERS SEE STRAPPING CHART 112- B CRIPPLE STUDS 6P4 OR BENT OVER 16 O,G, L6TA24 EA, 'STUD L&TA12 32" O,C, MAX, HEADER MINIMUM WALL AND HEADER STUD REQUIREMENTS I SEE HEADER SCHEDULE C -SYMMETRICAL FULI LENGTH WALL STUD& UPLIFT CONNECTION REQUIREMENT I A A AT POINTS 'A'(TOP AND i30TTOM OF HEADER STUDS, UPLIFT CONNECTION 15 REQUIRED AT EACH END OF HEADER — HEADER STUD —� FA5TEN STUDS TO AND AT BOTTOM OF HEADER STUDS IN NO CONNECTORS REQUIRED ADJACENT ONES W/ ONE ADDITION TO CONNECTOR5 AT WALL STAGGERED ROW OF 16d, STUDS IT - II II II 6P4 �� EACH STUD 5P4 EACHI &TUD 6 MAX, 6 MA� / C� I I II I I 11 11 iC 141414 -11414P MAX, S'-0" UNLESS OTHEROE NOTED FOR UP TO S'-0" SPAN A = (2) L6TA24 TYPICAL FRAMING AND CONNECTORS 6 = 51MP50N 5P4 OR BENT OVER FOR OPENING6(WINDOW5/DOORS) L5TA24 STUD/PLATES C- 1/0" 0 X " A (6" N Unsupported Wall He! ht Stud Spacing NOTICE TO 5UIL.DIR OF OWNER 12 i n, or lees IT 15 THE INTENT OF THIS DESIGNER THAT 181 24 in, THESE PLANS ARE ACCURATE AND ARE 12 in, than 10' CLEAR ENOUGH FOR THE LICENSED'PROFESS- 2 24 in, IONAL TO CONSTRUCT TH15 PROJECT, Number of Full -Length Studs at Each End of Header IN THE EVENT THAT SOMETHING 15 UNCLEAR 2 3 OR NEEDS CLARIFICATION„&TOP„AND CALL 3 3 THE DESIGNER LISTED IN THIS TITLE PAGE, IT 15 THE RESPONSIBILITY OF THE LICENSED 2 3 PROFE65IONAL OR OWNER THAT 15 CONSTRUCTING TH16 3 3 PROJECT TO FULLY REVIEW THESE DOCUMENTS, 2 2 VERIFY ALL EXISTING CONDITIONS (PITCHES 4 [DIMENSIONS) 2 2 BEFORE CONSTRUCTION BEGINS AND ANY AND 2 3 ALL CORRECTIONS, IF NEEDED, TO BE MADE 5 5 BEFORE ANY WORK 15 DONE AND TRU55E5 ARE CONSTRUCTED, 2 3 R-22 SPRAY FOAM INSULATION UNDER ROOF DECKING \\ FLAT ROOF W/ ROLL ROOFING OVER PEEL 4 STICK MEMBRANE OVER 1/2" PLYWOOD OR 1/16" 056 5TRUCT, SHEATHING GAL V, MTL , DRIP EDGE Ix FASCIA 2x 6U5 FASCIA NON VENTED SOFFITS HURRICANE TIE 0 EA, TRUSS (AS ROOF FRAMING PLAN) 5P2 Q EACH STUD, NEW %" STUCCO FINISH ON 15 L5, FELT OVER HOUSE WRAP OVER %6" &HTG, OVER 2x4 STUDS AT 16" O;C, R-19 INSULATION L5TA24 FROM. RIM BOARD TO STUD 32" O,C, 4 0 CORNERS, ENDS, AND OPENINGS STRUCTURAL &HTG, TO BE NAILED TO TOP PLATE FOR CONTINUOUS VERTICAL SUPPORT NO HORIZONTAL SHEATHING JOINTS WITHIN 2'-0" OF FIN, FLR, 1 (2) 2"X12" '5,@ 2X CONY, FRAMING, ALL WOOD FRAMING TO BE SET BACK 1/2" 5HTG, MUST BE FLUSH W/ BLOCK, J PROVIDE BUILDING PAPER OR 1 STEEL PLATE BETWEEN FLOOR ll J015T5 4 CMU, (TYP,) Jl Jl 11 EXISTING CMU, (TYP) NEW 1/2" CEMENTITIOU5 FIN, OVER CMU, (TYP) RAFTERS PER PLAN PLATE HT, (&EE EL EVATION54 CROSS SECTION) DBL, 2x TOP PLATE _�- 2-2x HEADER W/ 1/2" PLYWOOD Ix STOOL 5/8" G15, 2x 50LE PLATE 23/32 STURDI 'FLOOR T* GLUED W/ CON&TR, ADHE5IVE 4 NAILED W/ 8" SPIRALS 6" O,C, Q EDGES 4 12" O,C, AT INTERMEDIATE FRAMING 2nd FLR, HT, (5c"E £LEVATION&4 FLOOR JOISTS PER PLAN CROSS SECTION) PLATE HT, (5EE ELEVATIO0 CROSS SECTION) CONNECT CMU TO FLOOR JOISTS W/ &IMP, METAIS (W/ 9 - 10d x 11/2" EA) NEW POUR IN PLACE BOND 5'EAM (TYP.) W/ I CONTINUOUS # 5 R'EBAR (SEE FOUNDATION) L�EX16TING BOND BEAM (TYP,) NEW 2'x2' SUSPENDED ACOUSTICAL CEILING TILE W/ MATCHING GRID SYSTEM TIE TO STRUCTURE ABOVE AS REQUIR'ED, (CEILINGS ARE 10'-0" A,F,F,) 5/8" G,W,5. OVER VAPOR BARRIER 4 3/4" P,T, FURRING 1@ 24" O,C, W/ MIN, R-3 IN5UL, 1X2 PT SASE F � D'-0° FIN, FLR, W FINAL GRADE SEE FD' PLAN FOR DETAILS I 7LU0 StORi TYF, WALL 5EC1'ION SCALE: 3/4"d'-011 6P4 OR BENT OVER L5TA24 DOUBLE TOP PLATE OR 5P2 Q 32" O.C, FRAME WALL HEIGHT AT 12'-0" A,F,F, UNDER MTL, ROOF CONNECT 28 P,T, PLATE TO BOTTOM OF METAL DECK W/ #12 2-3/4" 5ELF DRILLING &CRERW& 6" O,C, 511 Q EACH STUD—� NEW 8" STUCCO FINISH ON 15 L5, FELT OVER HOUSE WRAP OVER %6" &HTC, OV��' �y� 6TUD5 AT 16" O,C, - NEW R-13 INSULATI01` $PIZ Q'EACH STUD, 8'-0" CMU WALL ABV, FIN, FLR, NEW 1/2" CEMENTITIO FIN, OVER CMU, (TYI SPRAY R-22 FOAM INSULATION UNDER ROOF DECK EXISTING METAL DECKING (TYP,) EXISTING METAL J016T5 (TYP.) - 26 P,T, TOP PLATE L NEW 2'4' SU5PENDED ACOUSTICAL CEILING TILE W/ MATCHING GRID SYSTEM TIE TO STRUCTURE ABOVE AS REQUIRED. (CEILINGS ARE 10'-O" A,F,F,) 26 P,T, 50LE PLATE CONNECT TO CMU W/ I/4" x 3" TAPCON5 6" O,C, 15 VERTICAL REINF, CONTINUOUS FROM BOND BEAM TO FOUND, (SEE PLAN) 0' 0" FIN, FLR, II II II II CONT, TIE BEAM FILLED WITH CONC, AND 1-#5 CONT, 5/8" W,B, OVER VAPOR BARRIER — 4 3/4' P,T, FURRING @ 24' O,C, W/ MIN, R-3 IN5UL, 0 SEE FDS PLAN FOR DETAILS ONE Sl'ORi tiP. BOCK IUQLI. SECTION DEtA11. 5CALE: 3/4";1'-0" BOTTOM CHORD OF DOUBLE TOP PLATE ROOF MEMBERS SEE STRAPPING CHART 112- B CRIPPLE STUDS 6P4 OR BENT OVER 16 O,G, L6TA24 EA, 'STUD L&TA12 32" O,C, MAX, HEADER MINIMUM WALL AND HEADER STUD REQUIREMENTS I SEE HEADER SCHEDULE C -SYMMETRICAL FULI LENGTH WALL STUD& UPLIFT CONNECTION REQUIREMENT I A A AT POINTS 'A'(TOP AND i30TTOM OF HEADER STUDS, UPLIFT CONNECTION 15 REQUIRED AT EACH END OF HEADER — HEADER STUD —� FA5TEN STUDS TO AND AT BOTTOM OF HEADER STUDS IN NO CONNECTORS REQUIRED ADJACENT ONES W/ ONE ADDITION TO CONNECTOR5 AT WALL STAGGERED ROW OF 16d, STUDS IT - II II II 6P4 �� EACH STUD 5P4 EACHI &TUD 6 MAX, 6 MA� / C� I I II I I 11 11 iC 141414 -11414P MAX, S'-0" UNLESS OTHEROE NOTED FOR UP TO S'-0" SPAN A = (2) L6TA24 TYPICAL FRAMING AND CONNECTORS 6 = 51MP50N 5P4 OR BENT OVER FOR OPENING6(WINDOW5/DOORS) L5TA24 STUD/PLATES C- 1/0" 0 X " A (6" N Unsupported Wall He! ht Stud Spacing 10' 12 i n, or lees I� in, 181 24 in, greater 12 in, than 10' 16 1 n, 2 24 in, FOR EXTENION OR INTERIOR LOAD BEARING LUALL - 8 5. MI , EMs,) W/2 WASHER END of WALL, 4 32” o,c, 4 FLANKING The header stud shall not be required if the header ie EA, OPENING, AND TWO 0 CORNERS, (TYP,-U.N.O.) supported by a eu i table framing anchor, Maximum Header Span (ftJ 3' 61 91 12' 15' 181 Number of Header 5tud5 Supporting End of Header 6 -IOD 1 2 2 2 2 Number of Full -Length Studs at Each End of Header 2 2 3 3 3 3 2 2 3 3 3 3 1 2 2 2 2 2 2 2 3 4 5 5 2 2 3 3 4 4 1 2 2 2 3 3 EX15T, TYP, TIE BEAM CONT, r I t®rr, A $k6A t_ ^ kA I I 6IMP50N 5P4 W/6 - 10d x I EXISTING METAL JOISTS (TYP,) CONNECT 2x4 P.T. PLATE TO BOTTOM OF METAL DECK W/ #12 2-3/4” SELF DRILLING 5CRERW5 6" O,C, 3P1 @ EACH STUD NEW %" STUCCO FIN15H ON 15 1 B, FELT OVER HOUSE WRAP OVER %6" SHTG OVER 2x4 STUDS AT 16" O,C, -� NEW R-13 IN15ULATION PRE65URE TREATED &HTG, OVER 2x4 &TUDS AT 16" O,C, WHEN FINISH IFL00R 15 LESS THAN 6" FROM SHEATHING, — SPIZ @ EACH STUD, --\\ BOTTOM OF EXTERIOR SHEATHING TO BE MIN, 6%' ABOVE FIN15HED GRADE, 0'-O" FIN, FLR, -1/2" TYP, FILLED CELL W13000 P,51 CONC, W/1 15 REBAR VERT, INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C,M,U, 2" X 4" P,T, W/ (3)1/21' X 8" "J" BOLTS OR (3) 1/2" X 6" EXPAN510M ANCHORS OR (6) 3° X 1/4" TAPCON5 (S) 21/8" HILTI TIX-DNI NAILS All SPRAY R-22 FOAM. INSULATION UNDER .ROOF .DECK EXISTING METAL DECKING (TYP,) EXISTING METAL JOIST& (TYP,) �-- 2x4 P,T, TOP PLATE NEW 2'x2' SUSPENDED ACOUSTICAL CEILING TILE W/ MATCHING GRID 5Y5TEM TIE TO STRUCTURE ABOVE AS REQUIRED, (CEILINGS ARE 8'-0" A,F,F,) 2x4 P.T. 50LE PLAT£ W/ 1/2"x8" A. 5, W/ 2" xl/8" WASHERS (W/ 6" MIN, EMBEDDMENT) 32" O,C, 4 CORNERS, ENDS, 4 EA, SIDE OF OPENINGS l FINA! ^,DE - SEE FD' PLAN FOR DETAILS ONE ,FORM TYF, FRAM" WALL SECTION DETAIL SCALE: 3/4"=1'-0" CONNECTOR SCHEDULE MODEL # FASTENERS UPLIFT (133) 1) 6-IOp 4-10D 585 5P2 6 -IOD 6-lOp 890 5P4 6 -IOD x 1-1/2" 135 MT512 14 -IOD x 1-1/2" 1000 MT620 14-10D x 1-1/2" 1000 L6TA12 10-101 805 L5TA24 I0-100 1235 L5TA30 22 -IOD 1640 L6TA36 26 -IOD 1640 M5TA36 26 -IOD 2050 HETA16 (I PLY) 10 -IOD x 1-1/2" 1805 f _ HETA16 (2 PLY) 9-160 1810 HU526 14-16D 6-16D 1550 HGU526-2 20-16D 8-160 2325 FGTR 2 - 1/2" x 5" TITEN IS -515 1/4"x3" 5000 HTT16 I - 5/8" x 8" A,B, IS -16D 3480 HTT22 1- 5/8" x 8" A,B, 32 - 16D SINKERS 5250 ABU44 I- 5/S" x 8" A,B, 12-16D 2200 ABU66 I- 5/8" x 8" A,B, 12-16D 2300 HTT5 26 - 160 x 2 - 1/2" 5/8" A,B, 5090 H2,5A 5 - SD 6-16D 415 H3 4 - 8D 4 -SD 455 HT520 24 - IOD x I - 1/2" 1450 A35 12 - SD x I - 1/2" 450 MGT I- 5/8" x 8" A,B, 22 -IOD 3965 6PH4,5PH6,6PH8 12 - IOD x I - 1/2 1360 HDQS I - 1/8° DIA, A,B, 20 - 5D5 1/4°x3" 8325 NGT -3 2 - 7/8" DIA, A,B, 16 -IOD 10530 MBNA I - ATR 3/4" x S" (TOP 4 FACE) IS -IOD 3145 M5HA (H=1 1/4") 1 - ATR 3/4° x 8" (TOP 4 FACE) IS -IOD 1885 HT5M16 4- 1/4" x 2 -1/4" TITEN 8-10D 1115 HUC412TF 16 - 3/16" x 2 -1/4" TITEN 6-10D 1125 MSTAM36 8 - 1/4" x 2 -1/4" TITEN 13 -IOD 1810 HUC612TF 16 - 3/16" x 2 -1/4' TITEN 6 -IOD 1125 DTC 4-8D 2-8D # ALL STNAPPING� HARDWARE TO PT LUMBER TO 5E GALVANIZED NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5TH EDITION SECTION 1609 AND INCLUDING ASCE 1-10, 5CALE: NT5 I, WIND SPEED = 139MPH ULTIMATE WIND SPEED (VULT AND 100 MPH (VAeD, 2, RISK CATEGORY 2 CONSTRUCTION TYPE = COMMERCIAL (11-6) 3, WIND EXP05URE = CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS 15 ,10 AND HEIGHT 4 EXP05URE ADJUSTMENT COEFFICIENT 15 1,40 LU C SHEET (20 0F 36 Ui W � j C. P r z 05 4 M 0 e-° cii Ut L t2 �— t- �;;� �> U s c[)ZUr— U � p ►,-_ 771 �u z --r C�J FL00i. JO I -r,-�T At -I I NC; FLAN SCALE: 1/4°=1'-0° NOTE: THIS STRUCTURE HAS BEEN, DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5TH EDITION SECTION 1609 AND INCLUDING ASCE 1-10, I, WIND SPEED _ 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VA51)), 2, RISK CATEGORY 2 CONSTRUCTION TYPE = COMMERCIAL (II -B) 3, WIND EXP05URE - CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCL06ED BUIL DINGS 15 ,IS AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT 15 1.40 f - I� 1 , FL00i. JO I -r,-�T At -I I NC; FLAN SCALE: 1/4°=1'-0° NOTE: THIS STRUCTURE HAS BEEN, DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5TH EDITION SECTION 1609 AND INCLUDING ASCE 1-10, I, WIND SPEED _ 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VA51)), 2, RISK CATEGORY 2 CONSTRUCTION TYPE = COMMERCIAL (II -B) 3, WIND EXP05URE - CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCL06ED BUIL DINGS 15 ,IS AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT 15 1.40 f - I� NOTICE TO BUILDER OR OWNER IT 15 THE INTENT OF THIS DESIGNER THAT Lu r r CV CV THESE PLANS ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICEN5ED PROFE55- c) IONAL TO CONSTRUCT TH15 PROJECT, Ljct) � IN THE EVENT THAT 60METHING 15 UNCLEAR --' v� OR NEEDS CLARIFICATION --TOP„ AND CALL THE DESIGNER L15TED IN TH15 TITLE PAGE, IT IS THE RESPONSIBILITY OF THE LICENSED PROFE5510NAL OR OWNER THAT 15 CON5TRUCTING THI5 PROJECT TO FULLY REVIEW THE5E DOCUMENTS, VERIFY ALL.EXI5TING CONDITIONS (PITCHES 4 DIMEN5ION5) BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTION5, IF NEEDED, TO BE MADE BEFORE ANY WORK 15 DONE AND TRU55E5 ARE CON5TRUCTED. FL00i. JO I -r,-�T At -I I NC; FLAN SCALE: 1/4°=1'-0° NOTE: THIS STRUCTURE HAS BEEN, DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5TH EDITION SECTION 1609 AND INCLUDING ASCE 1-10, I, WIND SPEED _ 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VA51)), 2, RISK CATEGORY 2 CONSTRUCTION TYPE = COMMERCIAL (II -B) 3, WIND EXP05URE - CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCL06ED BUIL DINGS 15 ,IS AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT 15 1.40 f - I� Lu r r CV CV c) Ljct) � --' v� NOT=: TH15 5TRtrTlJRE PA5 ;B_EN DESIGNED TO P1`T OR "EXCEED THE MND LOAD REZIR h9Wa OF THE X014 R CRIDA P—JLDING COIDE wTR -:,DITION 5 CTION 1603 AND itercLl NrA ASE 1-10, 1, MND aRHED =13$` PH ULTIMATE WIND $FEED ( ULT) 4ND 109, MPH 0f4^21))= '. P,15% CATS J Y 7 CONSTRIJCVOK' TYPE = COMMERCIAL (ll -B) 3, WIND EXPQ;A2URE = CATEGORY C 4, INTEN-NAL R'RE JRE COQ FICIENT FOR KCLO$ED1J1L7 lflG$ l$ M 40 HEI+ }T T EXT'O%RE AP&TMENT GO-EFrIGIFENT 151,40 LL f SHEET o w Lu0 w U. w L 0 ca u. ® Lp 0 z , P t" w 0 cem cn ■ ■ ■ LLI LLL NOTICFE TO 5ULDER OR OWNER IT 15 THE INTENT OF TH15 DE51GNEF, THAT TWF6E PLAN$ ARE ACCURATEANID ARE CIGAR ENOUG N FOR THE LICEN5ED, PROFE6S- IONAL TO CONVR14T TH15 PROJECT, IN THE EYFENT THAT 50METHING 15 UNCLEAR OR NEEID5 CLARIFICATION-5TOP-AND CAL THE DESIGNER L15TR) IN THIB TITLE PAGE IT 16 THE RE5POWBILITY OF THE LICENSED PROFE5510NAL OR OWNER THAT 15 CONSTRUCTING TH15 PROJECT TO FULLY REVIEW TWE5E DOCUME'NT$, YERIi 1 A! !. EISTIPIC� GO1�II�ITIOhIa (PITCHES pIMENSfOhIS) BEFORE CON5TRUCTION BEGIN5 AND ANY AND AU CORRECTIONS, IF NEEDED, TO BE MALE BEFFORE ANY WORK 15 DONE AND TRU55E5 ARE CON6TRUCTED. NOT=: TH15 5TRtrTlJRE PA5 ;B_EN DESIGNED TO P1`T OR "EXCEED THE MND LOAD REZIR h9Wa OF THE X014 R CRIDA P—JLDING COIDE wTR -:,DITION 5 CTION 1603 AND itercLl NrA ASE 1-10, 1, MND aRHED =13$` PH ULTIMATE WIND $FEED ( ULT) 4ND 109, MPH 0f4^21))= '. P,15% CATS J Y 7 CONSTRIJCVOK' TYPE = COMMERCIAL (ll -B) 3, WIND EXPQ;A2URE = CATEGORY C 4, INTEN-NAL R'RE JRE COQ FICIENT FOR KCLO$ED1J1L7 lflG$ l$ M 40 HEI+ }T T EXT'O%RE AP&TMENT GO-EFrIGIFENT 151,40 LL f SHEET o w Lu0 w U. w L 0 ca u. ® Lp 0 z , P t" w 0 cem cn ■ ■ ■ LLI LLL HEADER SCHEDULE ROOF EDGE 2x STUD CONT. TO O TOP PLATE O 0 OTHERWISE NOTED ON FRAMING PLAN�� 0 L16d SPIKES Q 12" MINIMUM VERTICAL ATTACHMENT FLANGE OF 3%" SHALL BE PROVIDED AT OR BELOW THE FOUNDATION TOP PLATE 2-2x STUDS HEADER -CONT, UNDER LINTELS W/ GLUE i NAILED U51NG 1/2 PLYWD, OPENINGS LE55 FLITCH THAN 5'-0" WERE SIZED USING OPENING WIDTH BEARING WALL NONBEARING Q O OR WALLS TEARFUL - ` — — — — — - 0'-0" TO 3'-0" 2-2x6'5 2-245 3'-1" TO 5'-0" 2-2x10'5 2-2x6'5 5'4" TO 1'-0" 2-2x12'5 2-2x8'5 2O RIDGE 2 0 � 2-2x12 W/ I/2" 1-I" TO 9'-0" PLYWD, FLITCH 2-2x12'5 I, USE HEADER SIZES ABOVE UNLESS ROOF EDGE NOTICE TO 5U1 DER OR OWNER WEEP 6GRR'ED5: .d- OTHERWISE NOTED ON FRAMING PLAN�� TOP CHORD BLOCKING � 4'-0" O,C, MAX, IN FIRST 3 FRAMING SPACES EA, END MINIMUM VERTICAL ATTACHMENT FLANGE OF 3%" SHALL BE PROVIDED AT OR BELOW THE FOUNDATION Ix2PT WD BLOCKING 5 -0 ROOF EDGE 2, PRIMARY FRAMING (BEAM5,GIRDERS,ETC„) BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVE AREAS AND BE OF FASCIA_ A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THF EXTERIOR OF THE BUILDING, THE IONAL TO CONSTRUCT THI5 PROJECT, WERE SIZED USING I ' � I COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CRFFD, Q O 1800 'FB' EXTREME FIBER IN BENDING(51NGLE) - - ` — — — — — - 90 SFV' HORIZONTAL 5HEAR 15 THE RESPONSIBILITY OF THE LICENSED o - - — . — . — . — . — .0 �Q 16E 'E' MODULES OF ELASTICITY j U PAPERBACK LATH � -' 2O RIDGE 2 0 � VERIFY ALL EXISTING CONDITIONS (PITCHES 4 DIMENSIONS) 2. 3, JOIST, RAFTERS, LINTELS, ETC, WERE 51ZED ALL CORRECTIONS, IF NEEDED, TO BE MADE DRAINAGE PLANE OVERLAP USINGI. 1200 FB EXTREME FIBER IN BENDING(51NGLE) CONTROL BEAD FLASHING 5/8 o P��, a) 90 'FV' HORIZONTAL SHEAR BUILDING LENGTH ZONE I EDGES TRUSSES 6” O,C, AND INTERMEDIATE TRUSSES 12" O,C, 16E 'E' MODULES OF ELASTICITY - W/TAR BETWEEN ZONE 2 EDGES a TRUSSES 6" O,C, AND INTERMEDIATE TRUSSES 6" O,C, ROOF SHEATHING LAYOUT = FLASHING AND SHINGLES I" BELOW CONC, ' I ZONE 3 EDGES TRUSSES 6" O,C, AND INTERMEDIATE TRUSSES 6" O,C, AND DIAPHRAGM BLOCKING l) MEMBRANE STRIP COVERING ROOF ATTACHMENT PLAN FOR GABLE ENE) FRAMING ONLY SHEATHING SHALL BE FASTENED WITH MIN. °8 GUN NAILS NOTE, INTERSECTION UNDER (ROOF NAILINGC)='TAIL& EXPAN51ON JOINT EQUAL TO NT5 ROOFING BE PVC `MATERIAL CONFORMING TO WIDE, TO EXTEND 2" BELOW THE CMU COMPATABLE NAILS AT MIN 12 UNDFRLAYMENT C1063 AND D4216, - — 5/8" NOMINAL CEMENTITIOU5 FINISH NON-CORRO611 E DRIP p`� ROOF SHEATHING 2, CAULK ALL .BUTT JOINTS, ENDS, ANGLES AND INTERSECTIONS AT TIME OF INSTALLATION, FLASHING DETAIL. e CONC. 4 FRAME INTERFACE SCALE: NTS EDGE W/ MIN 2 LAP JOINTS NOTICE TO 5U1 DER OR OWNER WEEP 6GRR'ED5: .d- A MINIMUM 0,019 INCH (NO 26 GALVANIZED SHEET GAGE) CORRO51ON RESISTANT WEEP 5CREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3%" SHALL BE PROVIDED AT OR BELOW THE FOUNDATION Ix2PT WD BLOCKING PLATE LINE ON EXTERIOR STUD WALL5 IN ACCORDANCE WITH A5TMC 926, THE WEEP SCREED SHALL FLASHING BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVE AREAS AND BE OF FASCIA_ A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THF EXTERIOR OF THE BUILDING, THE IONAL TO CONSTRUCT THI5 PROJECT, WEATHER RE516TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL I ' � I COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CRFFD, SCALE : 3" = 1'-0" WOOD BASED EXTERIOR SHEATHING - 058 15 THE RESPONSIBILITY OF THE LICENSED a3 r 15 # FELT DRAINAGE PLANE PROFE56IONAL OR OWNER THAT 15 CONSTRUCTING THI5 j U PAPERBACK LATH PROJECT TO FULLY REVIEW THESE DOCUMENTS, 01/8" NOMINAL STUCCO VERIFY ALL EXISTING CONDITIONS (PITCHES 4 DIMENSIONS) jTHICKNESS OR 51DING ALL CORRECTIONS, IF NEEDED, TO BE MADE DRAINAGE PLANE OVERLAP BEFORE ANY WORK 15 DONE AND TRU55E5 ARE CONSTRUCTED, CONTROL BEAD FLASHING 5/8 AND MEMBRANE STRIP OVER 5"6" METAL FLASHING NOTE: NUMBERS INDICATE WOOD FRAME / MASONRY INSULATION W/TAR BETWEEN SEQUENCE OF INSTALLATION j �2 EXPANSION JOINT = FLASHING AND SHINGLES I" BELOW CONC, ' I ROOFING PER PI l) MEMBRANE STRIP COVERING WOOD FRAME / MA50NRY NOTE, INTERSECTION UNDER EXPAN51ON JOINT EQUAL TO I, ALL EXTERIOR ACCESSORIES SHALL PROTECTO WRAP BT -20 XL - 9" BE PVC `MATERIAL CONFORMING TO WIDE, TO EXTEND 2" BELOW THE CMU ASTM STANDARDS D1784, C926, C1063 AND D4216, - — 5/8" NOMINAL CEMENTITIOU5 FINISH 2, CAULK ALL .BUTT JOINTS, ENDS, ANGLES AND INTERSECTIONS AT TIME OF INSTALLATION, FLASHING DETAIL. e CONC. 4 FRAME INTERFACE SCALE: NTS SCALE : 3" -- 1'-0" TYPICAL ROOF TO WALL =LASHING DETAIL 2"X P.T, W/12' DIA, A.6, 9 34" 0/C STAGGERED WOOD CASING DOOR FRAME TO BLOCKS PER MANUFACTURERS SPECIFICATION / THRESHOLD h� _ COIR PER ELE`JATION9 CAULK SILL 15 VERT. BAR ON POURED CELL JAMS AT EXTERIOR XoRe SCALE 3/4" 4-0" MARBLE OR P,T IX WINDOW BUCK 5/8 DRYWALL WOOD SILL ANCHOR TO MASONARY PER MANUF, 5PEC5. '1 ALUM. WINDOW 15 VERT. BARON POURED CELL CAULK ONC, SILL JAMS AT WINDOW& SCALE 3/4" =P -O" FLOOR J015T --- (2) RISERS + (1) TREAD d 24"-25 TOTAL 3/16" MAX, VARIATION IN R15ER5/TREA1)5 ADJACENT TO EACH OTHER 3/8" MAX, VARIATION IN ANY R15ER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA, TO BE 1 3/4" +-1/4" OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN, 6" WIDE 1@ NARROW END MIN, II" WIDTH Q 12" FROM NARROW END 10" 21 TREADS AT 10" 22 RISERS �ATf STAIR RAILING AND STAIR GUARD. RAILING SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION, IT MUST AL50 WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY I DIRECTION, INTERMEDIATE RAILS AND POSTS (IN FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS, ALL CONNECTORS TO BE GALVANIZED ALL LUMBER TO BE PRE55URE TREATED 2X12 TREAD CUT TO FIT IXS R15ER I -I/2" SPACE ' HAND RAIL LE55 THAN 4" TY , BETWEEN SPINDLES , II II II f= I" NOSING TYP, ,-16 BLOCKING 2X10 TREAD - 2X12 STRINGER SAND DETAIL SCALE: N,T,5, TOP SPLICE � DOUBLE IOd NOTE: I'>, PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG, TYPICAL TOP PLATE SPLICE -DETAIL SCALE: NTS OPTION - A 2 ROWS �IOd 6" 0/C BOTTOM SPLICE OVER STUD FLASHING WOODEN 51DING \ ' SILL PLATE SEE NOTE 12 —i r WALL SHEATHING GUARDRAILS NOTES: SHALL NOT ALLOW I, FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN, 6" WIDE) RAIL MIN, HEIGHT 34-38 THE PASSAGE OF 2, REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 44 POST 4" SPHERE 3, IN5TALL SILL FLASHING AS SHOWN ABOVE CONNET P05T TO SLAB W/ 4, INSTALL FLASHING AROUND REMAINING WINDOW UNIT ABU44 (TYP,) 19SEE JOISTS 5, WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 11 FRAMING PLAN (3) 2X12'5 STRINGERS FOR PECK SPECS 'EQUALLY SPACED h I I h 2x4 P,T, K11 ICK PLATE T ' FLA5HII G DETAIL AT 51LL PLA W/ (2) 3/8 DIA, x 4 A.B, SCAL'E: 3/4"dl'-0" CRO55 SECTION " SCALE: N,T,S, 34" ABOVE STEPS PROVIDE 2x6 1-1/4" TO 1-1/2" BACKING TO INSTALL RAIL RAILING BRACKET (2) SCREWS AT 24" O,C, TYP, HANDRAIL DETAIL ' l NTS STAIiR SECTION DETAIL -S EX15TING CONC, TB DRILL 3/4" x 5" MIN, SET BAR IN EPDXY PREVENT LEAKAGE #5 x 6' EMBEDDED INTO EX15TING MA5C DRILL 3/4" x 5" MIN, SET BAR IN 51MP6c EPDXY OR EQUAL -ONE] (1)#5 x 6'-0" EPDXY DOWEL SAW CUT SECTION oA I L CELL FULL HEIGHT W/ 5N- SHRINKING GROUT AW CUT FACE OF C,M,U, <15TING FOOTING IP OF SLAB � RETROFIT FILLED CELL DETAIL SCALE 3/4" d I' -O" SCALE: NT5 MECHANICALLY FASTEN AS WEATHER RESISTIVE NECE55ARY IN CORNERS BARRIER THROUGH FLASHING WEATHER RESISTIVE BARRIER `\ 'TAPE 2 T r J (ASSEMBLED WINDOW NOTICE TO 5U1 DER OR OWNER CD IT 15 THE INTENT OF THI5 DE61GNER THAT THESE PLANS ARE ACCURATE AND ARE FLASHING CLEAR ENOUGH FOR THE LICENSED PROFESS- IONAL TO CONSTRUCT THI5 PROJECT, IN THE EVENT THAT SOMETHING 15 UNCLEAR OR NEEDS CLARIFICATION„ STOP -AND CALL THE DESIGNER LISTED IN THI5 TITLE PAGE, IT 15 THE RESPONSIBILITY OF THE LICENSED PROFE56IONAL OR OWNER THAT 15 CONSTRUCTING THI5 PROJECT TO FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS (PITCHES 4 DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK 15 DONE AND TRU55E5 ARE CONSTRUCTED, SCALE : 3" -- 1'-0" TYPICAL ROOF TO WALL =LASHING DETAIL 2"X P.T, W/12' DIA, A.6, 9 34" 0/C STAGGERED WOOD CASING DOOR FRAME TO BLOCKS PER MANUFACTURERS SPECIFICATION / THRESHOLD h� _ COIR PER ELE`JATION9 CAULK SILL 15 VERT. BAR ON POURED CELL JAMS AT EXTERIOR XoRe SCALE 3/4" 4-0" MARBLE OR P,T IX WINDOW BUCK 5/8 DRYWALL WOOD SILL ANCHOR TO MASONARY PER MANUF, 5PEC5. '1 ALUM. WINDOW 15 VERT. BARON POURED CELL CAULK ONC, SILL JAMS AT WINDOW& SCALE 3/4" =P -O" FLOOR J015T --- (2) RISERS + (1) TREAD d 24"-25 TOTAL 3/16" MAX, VARIATION IN R15ER5/TREA1)5 ADJACENT TO EACH OTHER 3/8" MAX, VARIATION IN ANY R15ER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA, TO BE 1 3/4" +-1/4" OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN, 6" WIDE 1@ NARROW END MIN, II" WIDTH Q 12" FROM NARROW END 10" 21 TREADS AT 10" 22 RISERS �ATf STAIR RAILING AND STAIR GUARD. RAILING SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION, IT MUST AL50 WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY I DIRECTION, INTERMEDIATE RAILS AND POSTS (IN FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS, ALL CONNECTORS TO BE GALVANIZED ALL LUMBER TO BE PRE55URE TREATED 2X12 TREAD CUT TO FIT IXS R15ER I -I/2" SPACE ' HAND RAIL LE55 THAN 4" TY , BETWEEN SPINDLES , II II II f= I" NOSING TYP, ,-16 BLOCKING 2X10 TREAD - 2X12 STRINGER SAND DETAIL SCALE: N,T,5, TOP SPLICE � DOUBLE IOd NOTE: I'>, PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG, TYPICAL TOP PLATE SPLICE -DETAIL SCALE: NTS OPTION - A 2 ROWS �IOd 6" 0/C BOTTOM SPLICE OVER STUD FLASHING WOODEN 51DING \ ' SILL PLATE SEE NOTE 12 —i r WALL SHEATHING GUARDRAILS NOTES: SHALL NOT ALLOW I, FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN, 6" WIDE) RAIL MIN, HEIGHT 34-38 THE PASSAGE OF 2, REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 44 POST 4" SPHERE 3, IN5TALL SILL FLASHING AS SHOWN ABOVE CONNET P05T TO SLAB W/ 4, INSTALL FLASHING AROUND REMAINING WINDOW UNIT ABU44 (TYP,) 19SEE JOISTS 5, WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 11 FRAMING PLAN (3) 2X12'5 STRINGERS FOR PECK SPECS 'EQUALLY SPACED h I I h 2x4 P,T, K11 ICK PLATE T ' FLA5HII G DETAIL AT 51LL PLA W/ (2) 3/8 DIA, x 4 A.B, SCAL'E: 3/4"dl'-0" CRO55 SECTION " SCALE: N,T,S, 34" ABOVE STEPS PROVIDE 2x6 1-1/4" TO 1-1/2" BACKING TO INSTALL RAIL RAILING BRACKET (2) SCREWS AT 24" O,C, TYP, HANDRAIL DETAIL ' l NTS STAIiR SECTION DETAIL -S EX15TING CONC, TB DRILL 3/4" x 5" MIN, SET BAR IN EPDXY PREVENT LEAKAGE #5 x 6' EMBEDDED INTO EX15TING MA5C DRILL 3/4" x 5" MIN, SET BAR IN 51MP6c EPDXY OR EQUAL -ONE] (1)#5 x 6'-0" EPDXY DOWEL SAW CUT SECTION oA I L CELL FULL HEIGHT W/ 5N- SHRINKING GROUT AW CUT FACE OF C,M,U, <15TING FOOTING IP OF SLAB � RETROFIT FILLED CELL DETAIL SCALE 3/4" d I' -O" SCALE: NT5 MECHANICALLY FASTEN AS WEATHER RESISTIVE NECE55ARY IN CORNERS BARRIER THROUGH FLASHING WEATHER RESISTIVE BARRIER `\ 'TAPE 2 T r J (ASSEMBLED WINDOW m r D CD FLASHING j FOLD UP WEATHER RE515TIVE BARRIER 4 TEMPORARILY SECURE EXTERIOR SHEATHING SILL PLATE FLASHING DO NOT FLASH J OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: L CUT, FOLD UP 4 TEMPORARILY I, FLASHING TO BE FLEXIBLE 5FLF-ADHE51VE TYPE (MIN, 6" WIDE) SECURE WEATHER RE515TIVE 2, REMOVE WEATHER RE515TIVE BARRIER FROM TOP OF WINDOW BARRIER ABOVE HEADER TO SILL PLATE ALLOW FOR FLASHING 3, INSTALL FLASHING IN ORDER A5 SHOWN BY NUMBERS INSTALLATION 4, INSTALL FLASHING AND WEATHER RE515TIVE 2, INSTALL HEAD FLASHING UNDER BARRIER TO FORM WATER SHEDDING LAPS WEATHER RE516TIVE BARRIER 3, FOLD WEATHER RE616TIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYP, WINDOW FLA5HING DETAIL SCALE: 3/4"d -0" NOTE: THI5 STRUCTURE HA5 BEEN DE5IGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE KH EDITION 5ECTION 1609 AND INCLUDING A5CE 1-10, 1, WIND 5PEED = 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VA5D), 2, R15K CATEGORY 2 CON5TRUCTION TYPE -- COMMERCIAL (11-8) 3, WIND EXP05URE = CATEGORY C 4, INTERNAL PRE55URE COEFFICIENT FOR ENCL05ED ]BUILDINGS 15 ,IS AND HEIGHT 6 EXPOSURE ADJUSTMENT COEFFICIENT 16 1,40 SH ET ks 10 & 22 0 3C Lu o LU La Z WLLI M LL. W LL. 060 �' um o �z z 06 0 zt49 w z .0 C3 Lu LLA u psi r 4L tl a1- .1 c W U ?�w0 E_E.1 -► Li l q-, cS� C- LINTEL f=L?4N C ENERAL NOTES I, AREAS OF BLOCK ABV, MA50NRY OPENINGS . ARE TO BE GROUTED SOLID TO TIE BEAM, 2, (1) 15 REBAR IN TIE BEAM 15 TO BE CONT, THROUGH OUT INCLUDING ABY, MA50NRY OPENINGS, U.N.O. 3, ALL STANDARD LINTEL5 TO HAVE MIN, 4" BEARING EA, END ALL RECE55ED LINTEL5 TO HAVE MIN, SII BEARING EA, END LINTEL NOTES HIGH STRENGTH PRECAST AND PRESTRESSED A DIV15ION OF FLORIDA ENGINEERED CONCRETE LINTELS AND SILLS CONSTRUCTION PRODUCTS CORPORATION - P.O. Box 24561 Tampa, Florida 33623 Phone: 813-621-4641 afaGS aFI2-05 arb-G3 IT 15 THE INTENT OF TH15 DESIGNER THAT LINTEL N0, aF32-03 MATERIALS TYPE COMMENTS/ 1, FIC PRECAST LINTEL5 : 3500 PSI, 2'-10° (34") PREGAST 91-4" 2, FIC PRESTRESSED LINTEL5 : 6000 P51, 1526 9004 L-2 3, FIC GROUT -- 3000 P51 W/ MAXIMUM 3/8" AGGREGATE, 111-411 SF241B/IT 4, CONCRETE MASONRY UNITS (CMU) PER ASTM C9O W/ L-3 4'-6" (54") PRECAST MINIMUM NET AREA COMPRESSIVE STRENGTH =1900 P51, SFSIB/IT 3403 4149 5, REBAR PROVIDED IN PRECAST LINTEL PFR A5TM A615 GR60, 5644 41-611 FIELD REBAR PER A5TM A615 GR40 OR GR60, 10412 9663 6, PRESTRESSING STRAND PFR A5TM A416 GRADE 1184 1223 1301 1809 210 LOW RELAXATION, DL -1 3846 1, 1/32 WIRE PFR A5TM A510, S1`22 IB/IT 6424 S, MORTAR PER ASTM C210 TYPE M OR 5, l'-6" (90") PRECAST 11-6" GENERAL INSTALLATION NOTES 1994 2439 2886 1, PROVIDE FULL MORTAR HEAD AND BED JOINTS, 1029 1615 2610 3839 5596 2, SNORE FILLED LINTELS AS REQUIRED, 5041 9'-4" (112") PRECAST 3, INSTALLATION OF LINTEL MUST COMPLY WITH THE 632. 1049 1469 1210 1482 ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS, 2021 168 1212 1813 4, LINTEL5 ARE MANUFACTURED WITH 5-1/2" LONG NOTCHES AT THE 4030 3121 ENDS TO ACCOMODATE VERTICAL CELL REINFORCING AND 456 482 a02 1125 GROUTING, 1328 1535 5, ALL LINTELS MEET OR EXCEED L1360 VERTICAL DEFLECTION, 2081 2114 3L0 EXCEPT LINTELS 111411 AND LONGER WITH A NOMINAL HEIGHT OF II' -4" (136") PREGAST- 445 6" MEET OR EXCEED L/I80, 1854 2355 1193 6, BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE 598 935 1365 '�1 BOTTOM OF THE LINTEL CAVITY, 44 13'-4° (160").PRECAST.,: 11 1/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE .BOTTOM 421 126 1028 STEEL FOR MECHANICAL ANCHORAGE, 18 -'43� 148 1016 $, CAST -IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE NOTES: PLACE 411 CMU CAP COURSE ON TOP OF LINTEL FOR TRANSOM WINDOW SILL HEIGHT, LINTEL IN LIEU OF CONCRETE MA50NRY UNITS, N,R, NR NR NR 9, SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALY616 R PER ACI 318 AND ACI 530 175 SAFE LOAD T,45L.E NOTES 1910 2211 1, ALL VALUES BASED ON MINIMUM 411 BEARING, EXCEPTION: SAFE '0'-6" (126") PREGAST 116 LOAD5 FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF l93 1021 BEARING LENGTH 15 LESS THAN 6-1/2", SAFE LOADS FOR ALL 1496 1131 RECESSED LINTELS BASED ON 8" NOMINAL BEARING, 493 116 2, 'N,R, : NOT RATED, 1039 N 3, SAFE LOADS ARE TOTAL SUPERIMP05ED ALLOWABLE LOAD 2034 9 ON THE SECTION SPECIFIED, 666 433 4, SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR, 399 1104 5, ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY L,4TEF,41- 363 THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED 666 535 MASONRY ABOVE THE PRECAST LINTEL, 1295 1595 6, ONE #1 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 011 2198 13'•4" (160") PRECAST LINTEL5 ONLY, 340 532 1, THE DESIGNER MAY EVALUATE CONCENTRATED LOAD5 FROM 841 991 THE SAFE LOAD TA5LE5 BY CALCULATING THE MAXIMUM 302 398 RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE 409 682 OF SUPPORT, 1361 1631 S, FOR COMP051TE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD Il' -4" (208") PRESTRESSED 188 FROM NEXT LOWER HEIGHT, 361 464 9, ALL;5AFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT, 610 114 N.R, 255 lab AREAS OF 5LOCK ASV, MASONRY OPENINGS ARE 449 649 TO E3E GiROUTED SOLID TO TIE BEAM, 1121 1389 I, ALL VALUES BASED ON MINIMUM 4" BEARING, EXCEPTION: 165 201 SAFE LOAD5 FOR UNFILLED 401 490 2, (1) #5 REBAR IN TIE BEAM 15 TO BE CONT, THROUGH OUT 661 N.R. INCLUDING ABV, MA50NRY OPENINGS, U.N.O. 165 233 3, ALL .STANDARD LINTELS TO HAVE MIN, 411 BEARING EA, END 550 136 ALL RECESSED LINTEL5.TO HAVE MIN, S" BEARING EA, END 1160 LINTEL f=L?4N C ENERAL NOTES I, AREAS OF BLOCK ABV, MA50NRY OPENINGS . ARE TO BE GROUTED SOLID TO TIE BEAM, 2, (1) 15 REBAR IN TIE BEAM 15 TO BE CONT, THROUGH OUT INCLUDING ABY, MA50NRY OPENINGS, U.N.O. 3, ALL STANDARD LINTEL5 TO HAVE MIN, 4" BEARING EA, END ALL RECE55ED LINTEL5 TO HAVE MIN, SII BEARING EA, END NOTICE TO 53UILE)ER OR OWNER HIGH STRENGTH PRECAST AND PRESTRESSED A DIV15ION OF FLORIDA ENGINEERED CONCRETE LINTELS AND SILLS CONSTRUCTION PRODUCTS CORPORATION - P.O. Box 24561 Tampa, Florida 33623 Phone: 813-621-4641 afaGS aFI2-05 arb-G3 IT 15 THE INTENT OF TH15 DESIGNER THAT LINTEL N0, aF32-03 THESE PLANS ARE ACCURATE AND ARE TYPE COMMENTS/ CLEAR ENOUGH FOR THE LICENSED PROFESS- 2'-10° (34") PREGAST 91-4" IONAL TO CONSTRUCT TH15 PROJECT, 1526 9004 L-2 IN THE EVENT THAT SOMETHING 15 UNCLEAR 111-411 SF241B/IT OR NEEDS CLARIFICATION„STOP-AND CALL L-3 4'-6" (54") PRECAST THE DESIGNER LISTED IN THIS TITLE PAGE, IT SFSIB/IT 3403 4149 15 THE RESPONSIBILITY OF THE LICENSED 5644 41-611 PROFESSIONAL OR OWNER THAT 15 CONSTRUCTING TH15 10412 9663 PROJECT TO FULLY REVIEW THESE DOCUMENTS, 1184 1223 1301 1809 VERIFY ALL EXISTING CONDITIONS (PITCHES 4 DIMENSIONS) DL -1 3846 BEFORE CONSTRUCTION BEGINS AND ANY AND S1`22 IB/IT 6424 ALL CORRECTIONS, IF NEEDED, TO BE MADE l'-6" (90") PRECAST 11-6" BEFORE ANY WORK 15 DONE AND TRU55 5 ARE CONSTRUCTED, 1994 2439 2886 LINTEL f=L?4N SCALE: LINTEL MINIMUM DEPTHS ARE CALLED OUT, IF CONTRACTOR IN5TALL5 A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREA5E5 THE STRENGTH OF THE LINTEL, (T) ANY LINTEL DEEPER THAN 3211 HAS BEEN VERIFIED TO WORK AS A MIN, 32" FOR THE LOAD CONDITIONS, NOTE: ANY LINTEL GREATER THAN 3211 HAS A GREATER CAPACITY AND THEREFORE 15 ADEQUATE FOR THE LOADS, TYPIC.-VAL LINTEL LEGEND TYPE DESIGNATION F : FILLED WITH GROUT / U : UNFILLED QUANTITY OF #5 REBAR AT FBOTTOM OF LINTEL CAVITY NOMINAL WIDTH � L QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT #5 REBAR AT TOP MIN, (1) REQID 1-1/211 CLEAR F- -C <. �u a C,M,U, Q) ° .4 ° GROUT 15 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 1-5/S11ACTUAL PROVIDED IN LINTEL 8II NOMINAL WIDTH (VARIES) W PRE STRESSED LINTEL BOTTOM AT 81-011 H!GH 61RENGM FRECA W AND FRE61RE66ED A DIvI61UN GF FLGRIDA ENGINEERED CONCREIE LINIEL6 AND 61LL6 CGNSIRUCI IUN FRUWCI9 cURPORATION P.O, Box 2454'1 Tart FIOOW 33423 Fnorc„ eI}411.44,41 SAFE LOAD TABLES FOR GRAVITY, UPLIFT 4 LATERAL LOADS 8" PRECAST 4 PRESTRESSED U-LINTEL5 C ENERAL NOTES I, AREAS OF BLOCK ABV, MA50NRY OPENINGS . ARE TO BE GROUTED SOLID TO TIE BEAM, 2, (1) 15 REBAR IN TIE BEAM 15 TO BE CONT, THROUGH OUT INCLUDING ABY, MA50NRY OPENINGS, U.N.O. 3, ALL STANDARD LINTEL5 TO HAVE MIN, 4" BEARING EA, END ALL RECE55ED LINTEL5 TO HAVE MIN, SII BEARING EA, END LENGTH _=� HIGH STRENGTH PRECAST AND PRESTRESSED A DIV15ION OF FLORIDA ENGINEERED CONCRETE LINTELS AND SILLS CONSTRUCTION PRODUCTS CORPORATION - P.O. Box 24561 Tampa, Florida 33623 Phone: 813-621-4641 afaGS aFI2-05 arb-G3 LINTEL 5CHEDULE LINTEL N0, aF32-03 LENGTH TYPE COMMENTS/ L -I 2'-10° (34") PREGAST 91-4" SF2415/IT 1526 9004 L-2 11936 111-411 SF241B/IT IU412 L-3 4'-6" (54") PRECAST 51-411 SFSIB/IT 3403 4149 L-4 5644 41-611 SF2415/IT 10412 9663 -4" (64") PREGAST 1184 1223 1301 1809 2311 282'0 DL -1 3846 41-411 S1`22 IB/IT 6424 DL -2 l'-6" (90") PRECAST 11-6" SF22 IB/IT 1994 2439 2886 3333 1029 1615 2610 3839 5596 6613 5041 9'-4" (112") PRECAST 513 632. 1049 1469 1210 1482 1154 2021 168 1212 1813 2544 3469 4030 3121 10'-6° (126°) PRECAST 456 482 a02 1125 915 1122 1328 1535 658 1025 1514 2081 2114 3L0 2404 II' -4" (136") PREGAST- 445 598 935 1365 1854 2355 1193 2015 598 935 1365 '�1 651 44 13'-4° (160").PRECAST.,: 362 _ 421 126 1028 18 -'43� 148 1016 Im NOTES: PLACE 411 CMU CAP COURSE ON TOP OF LINTEL FOR TRANSOM WINDOW SILL HEIGHT, SCALE: LINTEL MINIMUM DEPTHS ARE CALLED OUT, IF CONTRACTOR IN5TALL5 A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREA5E5 THE STRENGTH OF THE LINTEL, (T) ANY LINTEL DEEPER THAN 3211 HAS BEEN VERIFIED TO WORK AS A MIN, 32" FOR THE LOAD CONDITIONS, NOTE: ANY LINTEL GREATER THAN 3211 HAS A GREATER CAPACITY AND THEREFORE 15 ADEQUATE FOR THE LOADS, TYPIC.-VAL LINTEL LEGEND TYPE DESIGNATION F : FILLED WITH GROUT / U : UNFILLED QUANTITY OF #5 REBAR AT FBOTTOM OF LINTEL CAVITY NOMINAL WIDTH � L QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT #5 REBAR AT TOP MIN, (1) REQID 1-1/211 CLEAR F- -C <. �u a C,M,U, Q) ° .4 ° GROUT 15 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 1-5/S11ACTUAL PROVIDED IN LINTEL 8II NOMINAL WIDTH (VARIES) W PRE STRESSED LINTEL BOTTOM AT 81-011 H!GH 61RENGM FRECA W AND FRE61RE66ED A DIvI61UN GF FLGRIDA ENGINEERED CONCREIE LINIEL6 AND 61LL6 CGNSIRUCI IUN FRUWCI9 cURPORATION P.O, Box 2454'1 Tart FIOOW 33423 Fnorc„ eI}411.44,41 SAFE LOAD TABLES FOR GRAVITY, UPLIFT 4 LATERAL LOADS 8" PRECAST 4 PRESTRESSED U-LINTEL5 C�t'��4�IT�' LENGTH _=� SUS afaGS aFI2-05 arb-G3 aF20-06 aFT4-06 zF?a-03 aF32-03 afa-!B F12-13 8flhl6 aFTO-!6 EF24-!8 8F2E-16 8F32-16 2'-10° (34") PREGAST 2302 3166 4413 6039 1526 9004 10412 11936 3166 4413 6039 1526 9UU4 IU412 11936 4'-6" (54") PRECAST 1i51 1181 1913 2651 3403 4149 4896 5644 2110 4021 6039 1526 9004 10412 9663 -4" (64") PREGAST 1184 1223 1301 1809 2311 282'0 3336 3846 1665 2889 5051 6096 5400 6424 1450 l'-6" (90") PRECAST 161 1029 1615 2385 1994 2439 2886 3333 1029 1615 2610 3839 5596 6613 5041 9'-4" (112") PRECAST 513 632. 1049 1469 1210 1482 1154 2021 168 1212 1813 2544 3469 4030 3121 10'-6° (126°) PRECAST 456 482 a02 1125 915 1122 1328 1535 658 1025 1514 2081 2114 3L0 2404 II' -4" (136") PREGAST- 445 598 935 1365 1854 2355 1193 2015 598 935 1365 '�1 651 44 13'-4° (160").PRECAST.,: 362 _ 421 126 1028 18 -'43� 148 1016 Im 20 Il' -4u (208") PRESTRESSED N,R, NR NR NR R 310 530 950 175 0 1910 2211 2634 '0'-6" (126") PREGAST 116 493 l93 1021 1261 1496 1131 a 3 6 493 116 611 1039 1333 Illl 2034 2358 II' -4" (136') PRECAST 666 433 8° PRECAST 4 PRESTRESSED U -LINTELS 399 1104 UPLIFT L,4TEF,41- 363 556 666 535 905 1295 1595 1896 2198 13'•4" (160") PRECAST '00� 340 532 686 841 991 1153 302 398 513 409 682 1004 1361 1631 1891 Il' -4" (208") PRESTRESSED 188 236 361 464 56l 610 114 N.R, 255 lab 216 449 649 a14 1121 1389 19' 4" (232") PRESTRESSED 165 201 313 401 490 518 661 N.R. 204 165 233 383 550 136 940 1160 REDUCE VALUE BY 25% FGR GRADE 40 FIELD REBAR 8" PRECAST W/ 211 RECE55 DOOR U -LINTELS GRAVITY a" PRECAST W/ 2" RECE55 DOOR U -LINTELS REDUCE VALUE BY 15 � FOR GRADE 40 FIS REBAR FOR PROPER LINTEL HEIGHT,G,C, COORDINATE, .INTEL. PLAN NOTES: I- TH15 PLAN 15 TO BE USED FOR STRUCTURAL INFORMATION ONLY, 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 1611 MINIMUM DEPTH, 3- THE NUMBER OF COUR5E5 OF MA50NRY REQUIRED BETWEEN THE LINTEL 4 THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4- THE CONTRACTOR 15 RESPONSIBLE FOR COORDINATING THE PROPER. LINTEL HEIGHT, 5- LINTEL5 AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DE51GN LOADS, THE DEPTH MAY BE INCREASED IF REQUIRED �� C�t'��4�IT�' LENGTH _=� SUS afaGS aFI2-05 arb-G3 aF20-06 aFT4-06 zF?a-03 aF32-03 afa-!B F12-13 8flhl6 aFTO-!6 EF24-!8 8F2E-16 8F32-16 2'-10° (34") PREGAST 2302 3166 4413 6039 1526 9004 10412 11936 3166 4413 6039 1526 9UU4 IU412 11936 4'-6" (54") PRECAST 1i51 1181 1913 2651 3403 4149 4896 5644 2110 4021 6039 1526 9004 10412 9663 -4" (64") PREGAST 1184 1223 1301 1809 2311 282'0 3336 3846 1665 2889 5051 6096 5400 6424 1450 l'-6" (90") PRECAST 161 1029 1615 2385 1994 2439 2886 3333 1029 1615 2610 3839 5596 6613 5041 9'-4" (112") PRECAST 513 632. 1049 1469 1210 1482 1154 2021 168 1212 1813 2544 3469 4030 3121 10'-6° (126°) PRECAST 456 482 a02 1125 915 1122 1328 1535 658 1025 1514 2081 2114 3L0 2404 II' -4" (136") PREGAST- 445 598 935 1365 1854 2355 1193 2015 598 935 1365 '�1 651 44 13'-4° (160").PRECAST.,: 362 _ 421 126 1028 18 -'43� 148 1016 Im 20 Il' -4u (208") PRESTRESSED N,R, NR NR NR R 310 530 950 175 0 NOTE: TH15 INFORMATION IS BASED ON THE DATA SUPPLIED BY CAST -CRETE AND ITIS ENGINEERS, WRITTEN DIMEN51ON5 SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS, CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR DIMEN61ON5 AND CONDITIONS OF THE JOB AND THE DESIGNER OR ARCHITECT MUST BE NOTIFIED IN WRITING OF ANY VARIATION FROM THE DIMENSIONS, CONDITIONS AND SPECIFICATIONS APPEARING ON THESE PLANS, NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE STN EDITION SECTION 1609 AND INCLUDING A5CE 1-10, I, WIND SPEED = 139MPH ULTIMATE WIND SPEED (VULT) AND 10S MPH (VASO), 2, R15K CATEGORY 2 CONSTRUCTION TYPE .= COMMERCIAL (11-8) 3, WIND EXPOSURE = CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCL05ED BUILDINGS 15 ,IS AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT 15 1,40 / SE�EE'6' 23 0F 36 UPLIFT TTP. LENGT^ TYPE LENGTH-��`•�� aFa-Ir aFl2-IT aFP-li 8FT0-li aF24-Ii aF2a•li aF3b1T alfa 8Fa afa•?T BFI? -2T F6 -2T aF2C-2T aF2;•2T F' MT aF32.2T 2'-(0" (34u) PRECAST ?121 2813 4101 5332 6569 1811 9055 2021 2U?I 2121 21a4 3981 5190 6401 1630 aa51 4'-6" (54") PRECAST 1660 1162 ?501 3251 4010 4161 7727 121 121 1660 1105 2435 3111 3913 4o5a 5406 5'•4° (64°) PREGAST 1393 1484 2110 2141 3315 4010 4648 5G5 505 1393 1431 2050 2610 3?93 �3W 4549 1' 6° (901') PRECAST 959' 912 1415 1914 ?374 2191 3240 '�1 651 990 10?3 1466 1901 .2351 2191 3245 9'-4" (112°) PRECAST 301 612 980 1269 1560 !852 2144 454 630 801 175 1192 1570 1910 2211 2634 '0'-6" (126") PREGAST 116 493 l93 1021 1261 1496 1131 a 3 6 493 116 611 1039 1333 Illl 2034 2358 II' -4" (136') PRECAST 666 433 696 399 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 13'•4" (160") PRECAST '00� 340 532 686 841 991 1153 302 398 513 409 682 1004 1361 1631 1891 Il' -4" (208") PRESTRESSED 188 236 361 464 56l 610 114 N.R, 255 lab 216 449 649 a14 1121 1389 19' 4" (232") PRESTRESSED 165 201 313 401 490 518 661 N.R. 204 165 233 383 550 136 940 1160 NOTE: TH15 INFORMATION IS BASED ON THE DATA SUPPLIED BY CAST -CRETE AND ITIS ENGINEERS, WRITTEN DIMEN51ON5 SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS, CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR DIMEN61ON5 AND CONDITIONS OF THE JOB AND THE DESIGNER OR ARCHITECT MUST BE NOTIFIED IN WRITING OF ANY VARIATION FROM THE DIMENSIONS, CONDITIONS AND SPECIFICATIONS APPEARING ON THESE PLANS, NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE STN EDITION SECTION 1609 AND INCLUDING A5CE 1-10, I, WIND SPEED = 139MPH ULTIMATE WIND SPEED (VULT) AND 10S MPH (VASO), 2, R15K CATEGORY 2 CONSTRUCTION TYPE .= COMMERCIAL (11-8) 3, WIND EXPOSURE = CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCL05ED BUILDINGS 15 ,IS AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT 15 1,40 / SE�EE'6' 23 0F 36 UPLIFT TTP. LENGT^ 8RU6 aF:fa-03 aRfIO-03 aRFl4-03 aRFla•G5 oiv'22-03 aRfT6-0B biv30{i8 2Rf6-!BoRF10•:6 z�fz-TT a�f!a2r zRfilai BRfI;-IB 3Rr'la•i6 2rcF22•;6 2Rf26•i� Zif30•!3 -4" (52") PRECAST 1439 1591 3053 ?932 3954 4929 5904 6aa0 1321 3412 4932 6412 1941 9416 10313 1'-6° (90") PRECAST 665 161 1311 2252 1'958 2451 2944 3439 164 1311 2329 3609 549? 6624 5132 II' -4" (136") PRECAST 362 421 126 1028 1331 1635 1224 1418 485 148 1016 1433 1855 2343 2920 19'-4" (T?") PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 NOTE: TH15 INFORMATION IS BASED ON THE DATA SUPPLIED BY CAST -CRETE AND ITIS ENGINEERS, WRITTEN DIMEN51ON5 SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS, CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR DIMEN61ON5 AND CONDITIONS OF THE JOB AND THE DESIGNER OR ARCHITECT MUST BE NOTIFIED IN WRITING OF ANY VARIATION FROM THE DIMENSIONS, CONDITIONS AND SPECIFICATIONS APPEARING ON THESE PLANS, NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE STN EDITION SECTION 1609 AND INCLUDING A5CE 1-10, I, WIND SPEED = 139MPH ULTIMATE WIND SPEED (VULT) AND 10S MPH (VASO), 2, R15K CATEGORY 2 CONSTRUCTION TYPE .= COMMERCIAL (11-8) 3, WIND EXPOSURE = CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCL05ED BUILDINGS 15 ,IS AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT 15 1,40 / SE�EE'6' 23 0F 36 UPLIFT L�rT�R?41. TYPE LENGTH zRFa•Ir 2RFI0-IT aR'rl4•IT oF:F!31T afv12•IT aRF.6-li 8iv30-IT zRuz aRf6 z�fz-TT a�f!a2r zRfilai zRf!a•2r zF:Fr.-2r zv2aaT zRFac•2r 4'•4" (52") PRECAST 1244 1513 2413 3260 4112 4961 5825 932 932 1244 1519 2339 3110 4003 4850 5696 1'-6" (90') PRECAST 688 69l 1325 1810 2280 2153 3221 110 941 688 849 1302 1162 2225 2690 3151 II' -4° (136°) PREGAST 500' 340 532 6a6 a41 991 1153 30? 398 513 409 682 1004 1361 1631 1391 NOTE: TH15 INFORMATION IS BASED ON THE DATA SUPPLIED BY CAST -CRETE AND ITIS ENGINEERS, WRITTEN DIMEN51ON5 SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS, CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR DIMEN61ON5 AND CONDITIONS OF THE JOB AND THE DESIGNER OR ARCHITECT MUST BE NOTIFIED IN WRITING OF ANY VARIATION FROM THE DIMENSIONS, CONDITIONS AND SPECIFICATIONS APPEARING ON THESE PLANS, NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE STN EDITION SECTION 1609 AND INCLUDING A5CE 1-10, I, WIND SPEED = 139MPH ULTIMATE WIND SPEED (VULT) AND 10S MPH (VASO), 2, R15K CATEGORY 2 CONSTRUCTION TYPE .= COMMERCIAL (11-8) 3, WIND EXPOSURE = CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCL05ED BUILDINGS 15 ,IS AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT 15 1,40 / SE�EE'6' 23 0F 36 tf � �= 1- Q) r- �L d3 a - s •J r tf � �= 1- Q) r- �L d3 r ACOl15TICA1 11 GA WIRE _ HANGER (TYP.) DIFFUSER DETAIL 5TRUCTI.IRAL PEC -K, AND RI II-I51JI-ATION 15' ROOF J015TS C,0;r DINAiE MITI -I 5TRU::TU AL DRAIUIN�=.`✓ FOR 5RACING PRIOR TO INSTALI. ATIOR OF EQUIPMENT. 15ULATION COU5TICAL CEILING ru r, TPJ) AIR ROOFTOP PACKAGED HVAC UNIT DETAIL NOT TO SCALE TYPICAL SPIN -IN RTTING W/DAMPEIR Dr.4 BAND FOR INTERIOR LINER „XTEIRIOR LINER SEAL AND FASTER TO DUCT TRUNK A5 PER 2014 FLORIDA MECHANICAL CODE SECTION 3 T' PIGJ4! rLEa; DUCT IN5TALLATION RxPJ 51�E RAIL E PLIEO WITH RP.1 TENPEET i1;J�F.F':�.4TEr RTU TIF-;�OWNE WIAH t-;) •sa ;:=LF TAFIIINI: TO CUR5 Tk`Z0.*H LONG 5DF ANP C2-114RGIIGW S -,, ow alp= i:.�• 5t`: `fiA4L TO 57FUCTURE WITH *6 rvR-F r"1 pkk': eGPELL1 AT' T~" O.C. L.E9C� TNA?,' 2' FF,CN CCRINERv Iv I ANCE in, OPO: MIR 7 1 STRAP LW r 10 STEEL FUALE NCIH Z'XtX 1 I/Z' STEEL ARELE NUN X-t/4'XR' .`LAS 3tNEW.' W 11NU NA;_ i-IJ'i'7(F' SUS IH STEEL TME. PLACE 9!E Ar Ehai GUTWEIi HJdE KLULE PUCE a Ar THS. LCCADGH 10 S1PP M UMEWIER UHrri TD EE — 1L•.n1D of rmmA STEEL N.LDMG CYaiPANY '10P 14Evt HANGER STRAP 1.5 INCH UJIDE (rk) HANGER CHANNEL 1.5 INCH UJID—" (MA) TYPICAL DUCT TRUN< SUPPORT 1�rf_'-T IL A'4- VEEL -wW-GEA T4 TSF CF F' UMC) STEEL PIPE Z'1T' S1FF1 -WEE MOW OW AT EA0 ENG Z' NtUND STEEL PIPE DOWi, ITFU W...F "M -4'X4' STEEL HhTE NEEDED JU DaTFM To PWIIPQ MTll 4-i/fXT sm AT EMfl LC,WKr4 SENFY 00. c N5EN Efd15. sur 1"111 M THE WAYDFAT.TC1HPr3 Cf VANA 2'JQ' 'STEEL TIME AEEEEq TO ISA' ur Z' Fr:ANO STEEL Pt -- Y' RL Z STEEL FIFE OUW THRU RXF Nm 4,94' lua IWE KIVU! lU OOTTW ----.. TO. nnwU /TUI 4-y4YM, AF Wki LOCATXM'r. FLASH FFE TU HECF AS NLEOED EXISTING TJI RAFTERS PROVIDE KFtJI 24 BLOCKING - BETWEEN TJI'S CONNECT WITH 4.160 NAI! S EA. 50-E (TYP.J EXHAUST 4 INTAKE DUCT P NETRATION THRU EXI5TIZ ROOF EXISTING Taal RAFTERS PROTIDE N&I U2 BLOCKING BETWEEN TJI'a CONNECT WITH 4 - 160 NAIL5 EA. 510E (TYP.) 'STRUCTURAL DECK +ND RIGID .., IN5UL ATION SYST. SIDE AEW KACE WAILE PWLk: Ar ITL5 LWAfllVN ID SUPPMT CrtIOENYN WEE '10 IE ATTACHED 5ELOW DECK :�x3x3/6" ANCgLE TO 51JILDING r.3;R'rs LUI i 1-1 iii v M BY EMIPEEH sm n.wRo (4) 2YO/Pw"DIA THRU 50LT5 W/ NUT 4 WASHER EA. -BASE PLATE TYFICAL 1NjKE EXHAU,6T DUCT U T NOTE: RUN CONDENSATE LIKE T DISCHARr-E ROOF -TOP CONDENSER UNIT STAND � INTO BU::ILWG GUTTER i Har TO SeAtF FE NTTIO �RAt*'OHN(aTC. SCALE: 314" = 1'-0" METAL WALL. CAP � 12 ea, kANGER WIRE W1 BAGKDRAFT DAMPER AND E3IRD SCREED; ME ALUF'i' fT ST AP T" IN. I WIIW?E BACK DRAFT J HOUSING 111 ALL J FLASI LING AN L CEILING SEAR WALL CAP U OPENING s r f rte.]=1�1:1�1,A�L.E° r RIL1_ ' X NOTEw EXHAUST AIR LDIUC".T5 TO BE 2ry GA 5NA-PLOcK ROUND FIFE FAIN WEIGHT: +/- S J-55 EXI-4AIJ5T FAN DETAIL IN. 6USPENDIED GE,IL;ING 6CALE: NJ,5. SPRING & NEOPRENE TYPE VIBRATION ISOLATORS TYP. 3/8" HANGING ROD`S (THREADED) COORDINATE W/ STRUCTURAL ENGINEER AND OR ARCH. ON HOW TO FASTEN TO STRUCTURE MOUNTING CLIPS OR UNITS CONNECTION T7 SUPPORT RODS AS RECOMMENDED BY MFG_ ELECTRIC HEAT ASSEMBLY FLEXIBLE T" ^��C LE DUC CONNECTOR SUPPLY AIR DUCT TRANSITION AS REOU RED - PIROYIDE 24" SERYIGE CLEARANCE FOR ALL ACCr55 PANELS A.H.U. HAND NO DETAIL N.T.S. AHU-CH TRANSITION AS REQ°D. RETURN AIR DUCTWORK GUT SIDE AIR DUCT t.U/ OPP05E.D BLADE i)AMP r. P10;7: 4 RACK A*6EM SLY " DEEP GALV. DRAIN PAN 2" LARGER THAN UNIT ON ALL 4 SIDES. STRAPPED TO A.H.U. CONDESATE GRAIN AND TRAP REFRIGERANT LINES TO CONDENSING UNITS INSULATE SUCTION LINE) AUX. DRAIN NOTE: T+I!? 5TRUCT1JRE RA- SEEN t�EVGNED T4 MEET OR EXGEM THE WIND LOAD RI~Gr1.11REMENT5 OF THE X014 FLORIDA -2l.IIL DING CODE 5TH EDITION SECTION I601� At.) IIRCLICING ZCE I-10, 1, WIND 6P":ED=13GMPN ULTIMATE. WIND 6PEwD ('llLT) 40 10� MPH ('�D1. 2; RIwIO G,'LTEGG;�1" i COI�3TRIJCIlON TTFE - COMMERCIAL (11-B) 3. WIND EXP05VE - CAT, -GORY G 4, INga�NI AL PR::�,VJR- C1JEFFP,-rpIT FOR fYXDING$ [5.63 AND HEIGI.IT d VP054FE ADA51KEP T GGE FIGIEhIT 151,40 SHEET 2 OF 36 4 -- NOTI rE TO UDDER OR OWNER IT 16 THE INTENT OF THUS DESIGNER THAT IIS rr. THESE FLAN5 ARE ACCURATE AND ARE. r•J *�?r�r�[�a CLEAR ENOUGH FOR THE LICEN55D PROFESS- IONAL TO CONSTRUCT THI5 PROJECT, Z5 _ i IN THE EYEENT THAT SOMETHING IS UNCLEAR 0 OR t 1EE M CLARIFIGALTIQh;. 67OP-AND CALL TIME DESIGNER L15TED IN THIS TITLE PACE- IT ES THIS RE-6PON615 TY OF THE LICEZEID PROFESSIONAL OR OWNERR THAT 5 CONSTRUCTING UCTING THUS aUJ PROJECT TO FUI -IT REYIEW TIF -6E DOCUMENTS, I. VERIFT ALL EXISTING CONDITIONS (PITCHES 4 DIMEhI51%6) BEFORE CONSTRUCTION 13EG1N6 AND ANY AND LL ALL CORRECTION$, IF NEEDED, TO BE MADE BEFORE ANY WORK 15 DONE AND '1RU55ry ARE GONSTR crm, s ,,,. NOT TO SCALE TYPICAL SPIN -IN RTTING W/DAMPEIR Dr.4 BAND FOR INTERIOR LINER „XTEIRIOR LINER SEAL AND FASTER TO DUCT TRUNK A5 PER 2014 FLORIDA MECHANICAL CODE SECTION 3 T' PIGJ4! rLEa; DUCT IN5TALLATION RxPJ 51�E RAIL E PLIEO WITH RP.1 TENPEET i1;J�F.F':�.4TEr RTU TIF-;�OWNE WIAH t-;) •sa ;:=LF TAFIIINI: TO CUR5 Tk`Z0.*H LONG 5DF ANP C2-114RGIIGW S -,, ow alp= i:.�• 5t`: `fiA4L TO 57FUCTURE WITH *6 rvR-F r"1 pkk': eGPELL1 AT' T~" O.C. L.E9C� TNA?,' 2' FF,CN CCRINERv Iv I ANCE in, OPO: MIR 7 1 STRAP LW r 10 STEEL FUALE NCIH Z'XtX 1 I/Z' STEEL ARELE NUN X-t/4'XR' .`LAS 3tNEW.' W 11NU NA;_ i-IJ'i'7(F' SUS IH STEEL TME. PLACE 9!E Ar Ehai GUTWEIi HJdE KLULE PUCE a Ar THS. 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