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HomeMy WebLinkAboutRevisions; Building PlansC OFFICE USE ONLY: 'L 3 203 �^/� DATE FILED: f!3 �3 PERMIT # 1110' aZg REVISION FEE: ,\► RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SiTE ADDRESS: J v59" A� PJQ /ice J 2. is i' 5. DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: _ BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): OWNERIBUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: ARCHITECT/ENGINEER INFORMATION: NAME: ST. LUCIE COUNTY CURT. #: STATE: FAX: STATE: ADDRESS: CITY: STATE: PHONE (DAYTIME): SLCCC: 9/23/O9 Revised 04/Moio FAX: FAX: ZIP: ZIP: UM OFFICE USE ONLY: DATE FILED: 1 PERMIT NUMBER: 0 Q V REVISION FEE: ,t�O• tip RECEIPT NO.: L • C64AI.0, Wit"RBGAATTACHfM ST. LUCIE COUNTY jjWQfrfiEPARTMENT OF COMMUNITY DEVELQPMENT BUILDING & ZONNG 2300 VIRGINIA AVENUE - FORT PIERCE, FL 34982-56 R 462-1553 APPLICATION FOR BUILDING PER PROJECT IN FOR-NIATION ADDRESS• �lo� _ 2. DETAILED DESCRIPTIONS OF PROJECT REVISIONS: (/� ?Mh.,;JAJDJ 1)AA;1"2 W7R,-" 7 �22. 3. CONTRACTOR INFORMATION: ST.OF FL REGJCERTX BUSINESS N.kME: Qualifiers Name: ADDRESS: = eO LUCIE COUNTY CERT.= cil CITY: STATE: ZIP: PHONE (DAYTI.NIE): 7%Z FAA k 7%Z 33v—&VY — 4. ARCH IT/Ei\GINEER: N.CNIE: 1i4AIL ADDRESS: IFSY S AV. l_ 1-WW CITY: AV27- STATE:_ PHONE (DAYTIME): FAX# 7=. -3) ADA /2G✓ s ci�►G o��-i �•,� •ti WE.J.�o,E�w/D y/ Kam. Lcc.a{E .�te,/E.v sr�lC 3J ia. G eo4l.6 �J ,PrvcsE 6leci1q0 c,�Ces - syEErB n4S 41,Ve 7rr' '40' y�6�1 F� 14D.D FEb Novj!e c/1 R DD u o0D e ovE'c Q,ea✓E f`'"'� io) .40-0 , w„uo&J eg01C15 T.ev-Zek winovs. ZI Propane Services, Inc. DBA/Elite Gas Contractors "The Elite rnstallers of Natural & Propane Gas" a �!/aeQ %n�l Contractor_—_.. vr• ----- Billing Address:---_— --- - - Owner job site address: job Contact: _.� 77,,?— y8G ------- Gas System Type: GAS RISER DIAGRAME ' ( NO SCALE) 0%)VNN�- 5t' V-1 ow ileds,erre� is o eRr# L fairvT o,�ctvTFt ` _ Gatlon2Wground Propane Tank nrr ' ` evlew Affidavit I .: St L ,Public Works Department Code Conapliaul:a Division 16110w il" is witibe installed is the structure IomW at 5 (ooa 51ga g-1, 1wlJingPumii )w25t g Norma_ NOVI'S Agog I Uoc gl& D2 tUiltl?ld(OP R: Conoaetol's Address Sh,A Produer 'Product P2 tad Desi a Pressure tolm d"bumr fold Neared ofAfrachtueal NOA q or FLO %%indows °I to he raced wind drsryapraunraGael b aid .lf-dra"Jar eoch Frfb" lined NChoice +, �jp IFLtm rA 41oo Nldrt"Euarb WO Cremes FLdk Aullions dal-TNPt C 4" leo.c. 10970,2 rA NrrN• •7 Z09Js(Choice 4/-50 SItN 1y2..cW E 2 90 f ✓ ti x I5 " E - FL9 SLSlighu 4" � • a , c . 40loci" I j M1O 3 Choice -I /—So PyP _wwrSN eo allzSs¢rwsW ■ " . NoA$ Mullions - �GT '" IS"o,C• ,11• -- y.La 4* 2.N witJ ISIChoice 4/--IO P!/ WhityR Su 1eo 'A 10 XI'+!oedomal erj5eo FLO Mullions 1e4PAGt 5G2Ekfoa 10"dL, it Glass Isi Choice } _ 5'D his 5i - 4lob it O%I'/ "A410 Cube 6 - kylighis 9qP " �' o.0 r STop . I Wiuduws pLRt Ist Choice MWItOm t/_ is art' Pla7 NR- if 11, ST S61zPwS NDA aL ' win 5'1 ype Doors w ' " "tile bl -o815.oy In Choice end s_55 Psv MA eel a (iI-tILtD 4Llo wo Sett pl FLy aiag Type DaU19 - IsiChoice1eW1 e1 f oe-_, #-'xi"4"EAs JcFt FL or Aid Choice,.,,,.,., noting NtwetiW g- u' 13" o,C. 3(0(0, 1 Asphalt/Flbeiglas5 159.. w ty .ID 1" IiooFliIC "d"" PLO5444 Klk 11 Dsµ! Laltrt5 t - _e 7FLD Wttl Ob , ATLANTIC Zyl'/''EN D Fly I IGB, r ` $C t 0 ` - U1Ce 't -i(D EaSTueN 0.0"4L!/A! or a 'L I have reviewed the above comonnnnee a.,n •roan:__ __ __ _ pruvme adequate 1resistance to the wiuJ loads and forces specified by current code prov isitms Name d Deign Fmn_}�h1i-4i(fy�-� Carr No. _Drab. �'19-t5 5 '24 -u 00'tE', ALL OPE1,111-aQS TO An be It>RPQCT RAlEi; O� e P�oJ1i�ED '�� G,41uT1"t-R.5 0 �X 15ivtla �� WINIJOW / DOOR SCHEDULE MARK SIZE / TYPE 36"X 80n S.C. DOOR I 48" X 48" S.H.WINDOW 2 DBL 48" X 80" FRAME DR 3 72"W X 56" H N,R WINDOW 4 5 DBL 36"W X 80" H FR. DR. 6 24"W X 48"H H.ILWINDOW 7 36"W X 80"H FR. DOOR EGRESS 8 30"W X 48"H H.R.WINDOW Z 9 52" 41" S.H.WINDOW _ 37"W X 63"H S.H. WINDOW 9e v' D 10 (TEMP IMPACT) 71 q I I2 ( i �• 37n W X6Y�3"�pH w--S.H. WINDOW EGRESS 12 36" X 80" FR. DOOR 13 25" X 72" S.H.WINDOW EGRESS 14 52" X 17" FX WINDOW 15 32" X 36" S.H.WINDOW 16 28" X 37" S.H.WINDOW 17 28" X 37" S.H.WINDOW K r y l 56" H,R WIN�W 5 15 I L / � 2"H FDC D WINDOW 2"H FDEED WINDOW 2"H FIXED WINDOW F-O " S.H.WIIVDOW N` R 36"W X 80""HH -�- Sf I Irla ADDIT10w AL '�a'ZO ULX - ' Product Review Affidavit St Lucie County, Public Works Department Codc Compliairce Divistrnl 1 h lialui i 16 irUtlu tS Will Ix ins"Ic-d in the structure locEWi at__ d im u i d9'J01a �ltzca Q2 -- (3Wtipr'SAddres, 5flei — (Dllh'dClt11'5 Address 1't,duct-Product&ated Manufacturer Model Numb Method of Attachment . best a Press" NOA q or FLO Windows •Fillip thI mend",d desilorpro$,,., fisted by the nanafiicNrerfw each praduMlisted �. + ce -rl-5oJ.3 TRU LLTe 2500 '�/w" r I'll$" Niv FL N 1 b'Iullion3 union =MPA<-i 601510 TAFCONs 5" ' "q( / 2 �g,�r-, - I have reviewed the above components and -1 124 V IZ 1 clad dm r imi ' d hi Provide adequate resistance to the wind loads add forces ode specifiedbyeunwtt provis o"s.�xta Dtxi�n. Finn rp.11'._- WFt.y� T z�i945 Cen. No. SCOPE OF WORK REMODEL EXISTING RESIDENCE AND CONSTRUCT DECK ADDITION PER PLAN. o CONSTRUCT NE DECK OF REAR OF EXISTING RESIDENCE W/ STAIII . o ROOF OVER PO 1ON OF EXISTING D $ DECK P I o PER PLA N. AN. CONSTRUCT N E� RESIDENCE. V LANDING AND STAIRS AT FRONT OF EXISTING 0 CONSTRUCT NE'W POST / BEAM CO - FRAME WALLS ALL 1ST FLOOR UNDER EXISTING UTILITY ROOM. STRUCTION TO CREATE ENCLOSED STORAGE ROOM / o REMODEL 2ND FLOOR WITH NEW IN,I WALLS ELECT, PLUMBING, WINDOWS, DOOIAS ECT... D INSTALL COLLAR TIES AND STRAPPING AT EXISTING ROOF FRAMIN 2ND FLOOR AND REMOVE CEILING JOISTS. o ECT.., TABULATIONS IZtYI b 7EEXIST 1064 SQ. FT. i 5�15//z NG 1106 SQ. FL CK 94 SQ. FT.K 315 SQ. FT. T TOTAL 2579 SQ. FT. - Si 00 T- T T T T'- T" -r T T—i -T T" T i�lll I IIIIiiI IIII II IIIIIII L4'114LC RAIL1�tlt PosT 'TYP SEE D E'1lr, l L. 'uN EaE7�i'j NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE FBC 07 WITH 2O09 SUPPLIMENTS, AND THE FBC 07 RESIDENTIAL WITH 2O09 SUPPLIMENTS, 2007 PLUMBING CODE, 2007 MECHANICAL CODE WITH 2O09 SUPPLIMENTS AND THE NEC (NFPA 70) 2008 EDITION. ALL ADDITION P S, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 07 FOR EXISTING BUILDINGS, THE FBC 07, AND THE FBC 07 RESIDENTIAL THIS IS AN ALTERATION LEVEL 3 AND MUST COMPLY WITH THE FBC 07 FOR W, i EXISTING BUILDINGS CHAPTER 6, 7, AND 8. NOTE: RESIDENCE LOCATED IN NEGLIGIBLY, WEATHERING AREA, AND IN VERY HEAVY.,,,, TERMITE INFESTATION AREA PER FRC 301. NOTES: -THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. -STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. -ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. -ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC 2007 WITH THE 2009 REVISIONS. I FILE COPY St, Lucie Comity PUBLIC WORKS DEPARTMENT CODE COMPLIANCE O"LON 2300 Virginia Ava,ae Y - Fort Pierce, FL 34992 1 a 1 1 772462-1553 Design Car.ificauim for Wind Load Compliance Thi, C.,nficanot must be roinplemad by the prole,x dengn atchftect or nugfar"'Diu Carehuuea"'r" be �Irbrorilut ind phwte with Wlnppinands for build'mgguava ievulving the roosuucnou of mw'Wcnce (ainblc or nob-tmmiy), resideatrW addition, my mcassory nimrona requtriag a bmkh"g pcmdi, and any uomesideudW simeto.. This Ct nita,.tk t dr:W nut apply m iowtor renovmioos (provided that no eziumr nmonnn,with, cohorts or orhi:r ean,wnmts are being Warred) and cenam carer minor building paro a. For fwWu' ussisoare, please mamct:ha Donna lnsp r:doo offeror at (772)462-2172_ Certifwnliuu S WlemeaL' 1 em><y drat, h ap best of my knowledge er, belief, these plaos end spcc,fna d.phave beta b -b y w comply with he apfy Unit ,raetmnl,croon ddinled ratug Codescmovid adopmdand fo' Jby S. Lune Coumy I also comfy tint smu:tuml elemwn depk:ted"these Piaos Provrrk atliquaa rvsistauu. to tlw whit loads and forms spmdir,1 by current toile Provisions P 1 JAs � t llxed (Yleano thetk or compleW the approNriale WzJ 1 FWridir nothing Code 2001 • Edition with M 9 Supph•mmts and ASCE 7 d9 2. nurhbug Desrgu w: E,ctoned. �__)�_ Yarn uy Eti•k aed: _ OPea b r%dbq: _ 3. Menu bout Might-- __3rt—_ nuof PitcA 2" 2_ im Inlerl Pressure Ciatficwoa a, IT 4. Width of End Zone: 5i wind speed: 140 (3 nee. a.,) 5. buYdiug CWvifkatiou Tnbk l-1. ASCE7-OS FlICTah1o16W.5 6. Wind Exposure ClassiGufim: g Adja"uirel Factor for Ezpusan &Height Ito 7. Compudeatc Or Cladding Wind Pressure no Roof Zone It 2o.3 -32, 2"i0.5-A2312o.9 .E5.IYSF a. Compoucuu & Clnddfng Wind Pa.. on Won Zone 4 435.3/- ag•2. ' 5 43&3 . 474 PSF 9. Componeuis litt:laddfug wind frersure oo Overhead Garage Door alK Pat? Id Loads: Fit,, 0 SF Rr,Vdmd 5 PSF Rauf/nvc `L0 PSF It. Shear wi n i Ctnewered fur Suentare? Yet _,*__No —(if No, allarh crPlaantiva) 12. Coutlmeas Load Path providedy Yes _ � No _ (if No, north aspiration-) 13. Are Compoueut and Clnddiva DeWi4 Provided?Yea No_(d No,atWchexP6.fir n) 10. Aliuhnum Soil nerving Pressure: 2r+°O Prewmptive:_ dy 1'et. ]_i PSF As wuucsstil by my sed,1 hereby certdy Ihrit the mforaafioo included with this certficado" is Ira" Had m tart, W the brut of my knowledge Had belief'. Name:.. PAUL WELCH P.E. Cart q: 29945 ,,,,an Firm: ' PAUL WELCH INC. Dole: 5126 -11 SLCCDV Form q 020-00 Revived 5/11009 (CL) D15L'ZxIC, WD. t4pfL (-L ff,) 71i i T.. I I it i i _r I ST 5 9 Iili_6tdL" "( ►nv r-Lbt)r i / ( I I s 14AWD E 2111. • � uAF1L��IZ,� I ,�. y_. .I...... I I o51PC I � �- I'Lr� L,Iletr•11 7 _ .. - N / �A I L I fJG (at,rr) o 9 I LIVE of jpeGK Soy( "WPC I dST' 6L171. 2x to w AP50v1:�: iLtlP) liLA.Ll9 lkli THEM PLANS AND ALL PROPOSED WORK d 1 �' 2" ._ . I �• ' ..`.. ....: _. _ - _ --- a' ? . _. ARE 8UIJECT TO ANY CORRECTIONS to I I REOUIRED /Y FIELD INSPECTORS THAT ` 5 MAY 81 NEC188m IN OROER TO - S = 9 ---�f � �`- s � c�'- 9 I ' � � - s f�MIIW MYiTlI Ailt.A► 1���s - i -7 p ,1 1 H -1 '• wit I, iv It '- J11 -�- r .OEW FIZ. WALL I ••••�— f 4aDC & vr) hEe'�FIII�+�j I I �ELo1Jb I \ rr1cISTItiJC.LOO W .g,ix � - D G ��7 ? o E OQ II.) VVA L L I 2O�1i O0 9j t rr P) REVIEWED FOR �ly� Llue �> ' y� CODE COMPLIANC ST. LUCIE COUNT` wu I BOCC4S- �'�- �ooO13V � Z 11 Ij LITY WLW r-R. W41LL uuDEE%1ST 4ADC, tyP� i 9h l +PEW ELECT Ge)L, B7lro} -' f:'t ¢a7• µETE2 _ _ _ UNDER �i"CA1vZ5 \PEN[ juju �kt� _._._ ....._...._ 1 .. _ al _.. _. . _. I I A11ACA KAVL POST 1 To WALL 114tiZ �ILa LASS (cur-1 /�� I �I� LIEN CpYL wD posT 3 3i TE'f? f616aK� I 1 yrrZT rAl -ry'P of 8 `stF�L, UPP ,riu �KIIdipr c L COf' wort S_ Is11(StG. O - _ — — — �a0 OLIAI-D I Bekaa ALL — E>C1�T. btGK A®1/ it dlt,�TL�►aal,8ai: P E 21 t✓1 fE R L r,>I IJL' ' t�P) = (� 17Ct�iT• GoIJG-• WaLK o FULINICA'}iGr1 tiLAfJan L A L711J(J ST. LUCIE COUNTY, Ovik, RE VIE" BUILDING DI 4i( i/IE REVIEW BY JAN 2 3 2013 DATE 0 IN LAI 'k - + PLAN ND PERMI --`- N JOB OR LaaanNQ INSPECOON WILL BE MADE 1/ ` PAUL WELCH INC. 9tVI6 1k1141zo13 MECHANICAL or ELECTRICAL " CIVIL ENGINEERING eEVI� _7 4 1 964 S.W. BILTMORE ST. - # 1 1 4 Y V 24112 1 f2 PORT SAINT LLJCIE, FL 34964 Ev D C�5 p1'51I Z SEP "-_�11 PHONE E-M�A/�IL�� FAX (772) 7B5'96BB PW j'Qdu1Y1=.L OL.gom (772) 755-9933 PAIiL WFLOH, P.E- - FL REm- No. 29945 t.ciov. �! C ✓' -� E:n1L C 4-Z"AtV rFE � � 12rnJ'D I(14'�2or3 1:�ntauiwD Gov, rr+�� _ �,rvt5�� Ili4l�t3 �i TTT7 J I All -uerV 4100 Ne y Prw v/A6L, Umbel -_ ✓ wt STa12s E X *rl sl0 FE 5/IS��L --� ` -7/24/r2 7 WEW po1,T 6iuPFaeTi1J� ex i�T Gt err NBvV WA< -I. v�DEfL E>LYS( THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY NECESSARY IN ORDER TO Q"" seem U W V b N W O2 � Q x � V PAUL WELCH INC. 2NUMBER�.[MECHANICAL * ELECTRICAL * GIVIL ENMNEERING '7/z4IM 19B4S.W. BILTMORE ST. - #1 14 _ PORT BAINT LUCIE, FL 349B4 'v�15x1i('G. PHONE IL FAX SEA' n � � �°f (77211 785 9BBB PWELCHp4 A�91_9HM 1772) 755-9933 PAUL WELCH, P.E. - FL REo No. 29945 NOTES: -THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. -STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. -ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. -ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC 2007 WITH THE 2009 REVISIONS. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-05. 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" BEAMS: I %" SUSPENDED SLABS: 1 %" 6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) ALL EXTERIOR DECK & STAIR FRAMING TO BE PRESSURE TREATED. 9) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 10) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES. 11) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING - SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD. 12) UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. FIELD. ADDITIONAL NOTES 1) ALL INTERIOR GYPSUM BOARD TO BE MIN. Ys" THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD; 0.098" DIAMETER, 1 %" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 15/8" LONG,15/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. (PER FRC 702.1) 2) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325 OR C 1178 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 3) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 4) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6) PER FRC 702.3.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL 1 CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395 OR C 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH TOE PROVISI)Ns OF FRC AND aDHESfVES FOR THE flu V UN N " � K 2" • Alwav ICITcNEtJ N 3 � P✓ �- o v fi: Ffi )k rov PLUMBING NOTES: r-- �P� 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 07-PLUMBING 1 / 14 J2013 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING SHALL BE PEXtCPVC, OR TYPE L CU FOR PIPING IN BUILDING. ; 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUN$ WITHIN BLDG. _ 5) RE -WORK EXISTING PLUMBING AS REQUIRED FOR NEW FIXTURE LOCATIONS. INSTALLATION OF GYPSUM BOARD L CONFORM TO ASTM C 557 � z FOUNDATION SCHEDULE N F-1 18" D X 12 W (2500 PSI) CONCRETE MONOLITHIC FOOTING W/ (2) #5 BARS CONTINUOUS - F-2 24" X 24" X 24"D (2500 PSI CONC.) PAD FOOTING W/ (4) #5 BARS EACH WAY F-3 12" D X 12" W (250P PSI) CONCRETE MONOLITHIC FOOTING W/ (2) 05 BARS CONTINUOUS AT BASE OF STAIRS MIN. 6'-6" LONG F -4 12" X 12" X 18"D (2500 PSI CONC.) PAD FOOTING W/ (3) #5 BARS EACH WAY (FOR DOUBLE POST MIN. 12" X 24"X 24"D) `- F-5 30" X 18" W. X 24"D (2500 PSI CONC.) PAD FOOTING W/ (3) #5 BARS EACH WAY F-6 24" X 24" X 24"D (2500 PSI CONC.) PAD FOOTING W/ (4) #5 BARS EACH WAY F-7 18" X 18" X 16"D (2500 PSI CONC.) PAD FOOTING W/ (3) #5 BARS EACH WAY 5-1 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH OR 6"/ 6" 10/10 WWM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL - PaS T F • T. � f 1� /4) EAC44 VJA-( " "J E E �G•N �4'k I �-NFof2►�r10tt'ia'1�.) T ocrr. ZED FBI FLA-T S-3 60"X 36" LANDING @ STAIRS BRICK PAVERS/ OR / U 4 b .. 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH I? , OR V/ 6" 10/10 WWM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL i S-5 42"X42" EQUIP. SLAB OAle !`2 4' THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH IL�� e' -- .y • ((� OR V/ 6" 10/10 WWM OVER VAPOR BARRIER ON .yd r I W V CLEAN COMPACTED CHEMICALLY TREATED FILL B-1 #5 BARS X 12" LONG DRILLED OUT AND EPDXIED WITH - +1 I �^j F. ` SC,W 9 6" MIN. EMBEDMENT @24"O.C. ALL AREAS ADJACENT ��� �D�� TO EXISTINGFOUNDATION ,�^ i1 E EXISTING CONIC. FOOTING w/ new 6 1/2" x 61/2" .— I u ry 9 M AT I (2500 PSI) CONC, CURB W. # 5 BAR CONT. SEE DETAIL BELOW �DQ TI I CAL (EXISTING POST FOOTINGS TO REMAIN) W. rLA Tt Gow13'IrJ �) et 8AC Q 20"O t eAtA E►JD I {'T. w p Pn 1 ' Y PE'ILLEI_,'; r LIT 4 To ffXifSj) 41 / b )�w:I(G� r 4i oN �1�u � tJtP 5 (00 �� 1 1.I l (z)• Ia 40 n1�1:i(, �,/•r�—ca1eT151a5 i 3"ulu Z" �01� *4bRE IWi�as. EA m IS" F )�OIJ OF `-i�A 11tS k>E'ES14EE-VA5 r"It bR'C A I L tJo`j•E ALL Fac TIWQS 9 M (w I µ u m 6' �ec>1J1 F �n S@f7TIG,. 4tv"(s tt,-m 7 I l_b-ft r2apr ! `G ) D4- `it F• I � � � { I:xl -rIN \ rs 1 ui FT(3 "•� FiLL udupy I _ F*� r C f T-- r - i • _La \_-xE111s71rJEi I rou-r 7 ��'� 2 50o PSI 6o WL THESS PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS G LMQ e_o"p, FILL REQUIRED BY FIELD INSPECTORS THAT o6 6'0 ' eve wua�,�c� I wsE aFSTAILS MIN i WIDTN aF 16rAMS K 3 MAY 0ENECU&4RYINOADEATo L I ►wla,o,, PAUL WELCH INC. MECHANICAL * ELECTRICAL * CIVIL ENGINEERING 1964 S.W. BILTMORE ST. - #1 1 4 PORT SAINT LLICIE, FL 349B4 PHONE E-MAIL FAX SEj2 9._2qll (772) 78PAULB WE CH,EP.E. - FaLARES. No` 299145EI 5-9933 woo .> »... r fi t k G9k iE ERY fc �lfSTI1�1 Co - (�) - • s � -., �- # � Y. 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( I CL .Ss,.IPPar�Ts�L.I �QI\Hf„)WFD I I j � I i EX157, �><)Si FL�7oIE 5 E uv- 5 avIte �1 eav PoSi' .l f1 Ew WA L u ubl%`r2' " Li1J PPo1�Ti ur: EX IST E E i><IS'r taEc.lt %p µ!A L ��T• �' tICE tT�l ITLFija NEE S � E F Ll ►Jba"T•Io 1J L,A rJ __ --_ _ .x. _ ; I �� AREAS VIEW -i%W b AT1dkIS ARE ►2ElUiRcb aYNW>ES AgE EX611►s . GjNt E r Ei(I�TlrtIL �ou,vpa'ticN NOTE: INSTALL NEW POSTS BEFORE REMOVAL OF EXISTING DIAGON BRACING. TS NOTE: SHORE UP EXISTING ROOF FRAMING BEFORE REMOVAL OF CLG. JOIST' I, pa4•r e X TE N bE-D T o 'k AA L 111 L34(-r 1 ';I liu V�t'' L.A(e$ 1NTO L K (o (d11A2ts �cI�T is ;11av�L1 r PdST/}.l W(ac� , N � WAL L -r4 RLJ ►5ol-TS AC11 POL ► TiiCLI bvLTS 7IMPSoI.1 L..L40ZB W/ (I10� tb4 Lt� Xt iJb TO eO1JUD EXI vT• �TAI eS -TO N EW LAIJI O(z �- �� -►- a LEDC�e�S%jI-IELI ol-r5 T 2J 6oT 2><12'WD STIZIQ42Lf�� C t pP OF 3� (EXI�-r •�-fAi¢S 7r ELo cJL-C E b) H �><Co,�/D p�T - �--�.n.w• -� )�Cbitil�l(h pei2b�:ic.l� �iHEE T � 5 • ; _ / iNL/1 PLANS AND ALL PROPOSED WORK AAR IMICT MANY CORRECTIONS a ` AROUND v FIEW INSPECTORS THAT ry! 2 v '% wD To 1.51 (3 I " "01-c " � � IN ORD18RT0 GjiMPS[�►J �12 5 �i(I i tad = II" �l`�`l1�'_._" MA, To+4s* EAC,f•1 cE2PRa Ic£ I - 0 LA& Tb P4sr 1 YI' �' w- 1 t IN -PS l7LJ'NAPvLf �." C�_� E GrtD>r (12)- 14 lid - s/s"46X E Cb INiZu 1_tS _. fa,4` yP "Awak 0- etc LT` rXIs71Nc. — EXIST 6OWC, %/ALIC.. ��Ita� T WA I- x m A` t.:. .l(i(io-l(ft:"!`Y.„,•',�f` �. ,'i U7 i s hL�nJ r.A om he � ��Q� _ _ '�'� P ICQ 1. �T•�11�_ _LAND1 �l C� � �eD�Irt �,+�r,. 101U UUr PAUL WELCH INC. MECHANICAL * ELECTRICAL * CIVIL ENGINEERIN0 - 1 9154 S.W. BILTMORE ST. - # 1 1 4 PORT SAINT Luc1E, FL 34984 NOTE: ALL EXTERIOR DECK, STAIR, AND LANDING FRAMING TO BE PRESSURE TREATED. ;. (Z�dl+3 i4 120 {3 E-MAIL FAX NOTE: ALL EXTERIOR HARDWARE FOR DECK, STAIR, AND LANDING TO BE GALV. OR S.S. IZEW b �' 22}'IZ- (7772) 765-9e66 pWELCHILL (CDAaL COM (772) 795-9933 SEPPAUL WELCH, P.E. - FL RED. No. 29945 ® W U w a N ��J ry, b N O" VWl MFu o �Y� 2" DIA. WD. HANDRAIL ATTACH W/ 2 STEEL WALL BRACKET L 5'-0' O.C. _— (MAX) MOUNT TO CBS W/ (3) 'VV X 3" TAPCONS EA. BRACKET HAND RAYL ]DETAIL (a), STAIRS STAIR RAILINGS TO BE 34" -36" H P.T. IX6 TOP CAP P.T. 2X4 TOP RAIL �_�- P.T. 2X2 PICKETS @ 5" O.C. (LESS THAN 4" CLEAR BETWEEN PICKETS) P.T. 2X4 BOTTOM RAIL P.T. 4X4 POST @ 6'-0" O.C. W/ (2)-1/2" THRUBOLTS /6P?1oN a1, (,v (o poST) L RAILING DETAII i2j -- . ** STAIR RAILINGS TO BE 34" - 36" H n ---�� �R1Ljti1C� PETZ b>=iA1L DJ3L ZJ<1® AEADEIF- (io)-16d) M151+� C411ZW I'Z POST POFI+EZ \ MTS Ito(21 _ �f +` `r4Ar_U 1801.-TS L3EE 13E A►A PL.Aw ylE\/ / 4°'4psT To ftkkl alI J"L Ia_TlI an, S 6b9QLl? 0S`C - aTVAPPf►.�c� � � �I� aE5v W/ II I><C,L 51A.lP.sc7t.1 �jT1�PS _ _ L TA 15 •-- 12) -104 RA.►LS MrtS I (n — Iq } -lad NAILS _ T rL `lip%_ I I��_.v �lL�. — -- - _..a :"` 1'((�(fiJ`j/(� �� (I>` li , ()r I, f 9f _. l= r`rr iflj=kt„ AAAs 1p A W -T roS-T llcj F' `C Fo �u w r- 1 8 e J f l'A j C PE i' _ i,;�iLt;UNY / STAIRS LSTA Irj pac It..IUL ,; MTS 1(A M15� K p05 �Ehl tx 1.i, µepbE2 sir c.>Jrra F IT�vu PE t5LU_V lW ta,lLcrJc•� WAu.ti/ pY F, P IZ4A P J [= r oar �.xlo MEAbi;R — ��y L y�IG}� / lI $ zI T s 51�A�/ 4L) w1 2"a vsA511E12S 2 t(o bKI1Jca e. Is.l: w 5 LA 4" i ��SIPS o ►J IDd A.�oIsT Z 5 w b To IS7 S+�>3 (�x(v wD W b PDsrt 0 5 asp ( ) � s Y NAl1-e�/ s — ) - 5D5 %4"r�lZe `) 3�/�" � � S ty P r (oX(P 44) TI7EN - IJ4" x 1,14" �G g KA,f0ff Poor eacu 57rz1�►�e►c / n�c,veD ��Ts n, 4i1 1A57 SyeP �EYEG STonIG I �, _:_ FCW cod, ENT" 1Y ,11 GROSS,$ dCM/' $ox FRn>w@ STEP 1 (x La 3'/2" At 001;9 1 "� Ll LA44A Pp6T (t P� 2)- '/a 4l c (2) IL LTS Pr1LIo1� P4YEE LArLDu�1G- �` \ GFoOLJ�Iitj ' I >L 6o�oain_I'G�-o TC: Pere rvdn//i, PL4 `+ I(a N AN cu b SO L-( �vERy 45TA1K �osT) DECK FRAMING SCHEDULE THESE PLANS AND ALL PROPOSED WORK J - I 2X8 PT WD FLOOR JOIST AT 16" O.C. WITH SIMPSON ARE SJJtlJICfi TO ANY CORREC TIONS S ; REQUIRED V FIELD INSPE CTOR S THAT RJ 2X8 PT WD RIM JOIST MAY SE NICISWY IN ORDIR TO - I ` EJ 2X8 PT WD EDGE JOIST �-., ' . �I.•..,�-�,-_.- ��.����._.=,—.�a•�.,�:� �- I L 2X8 P.T. LEDGER R ATTA CH CH TO EXIS TING FR AME W/ 1/2 X 5 LA BOLTS G 0 S W/2 WA S � SHER 24 O.C. � . Ov B BEARING HEADER BELOW FILE i S 2X12 STAIR STRINGERS (TYP. OF 4) PALM_ WELCH INC. MECHANICAL • ELECTRICAL d CIVIL ENGINEERING — 1 9B4 S.W. BILTMORE ST. - # 1 1 4 NOTE: ALL EXTERIOR DECK, STAIR, AND LANDING FRAMING TO BE PRESSURE TREATED. / ^ Q� 2 PORT SAINT L U C I E , FL 34984 :EYI� I114)Zo13 g-MAIL FAX NOTE: ALL EXTERIOR HARDWARE FOR DECK, STAIR, AND LANDING TO BEGALV. OR S.S. PI1oNE c 9 !1 ^/ 1 721 765-9BBB PwKLQklt" AH4ilIIM (772) 7B5-9933 S FP `� Q 2011'. PALIL WELCH. P.E. - FL REG. NO. 29945 W r, W H W � � � rr 11 H ry, N W O � 0 j"fit D j?m*%) r D Go.I < eN'tIL J i 1 j�o 5'r IJ�T4 N ELF `LD _ FIT er::as 3"ols7 y Ets15T. "cp TNI2U 50LTS ete�oua�(, b RACE —a.ox 4, PIT. wb PasT �eM�veP t�sorJ_45�atJ (12)-Nod � x j" ANCUDrL BOLT __�oo�i�1� pGR potlNDA7torJ p�Al� • oYf _ DE TA 1 L I gT F Iro oF— t o I ,c ITT, ec i DST" rcc F SECi�c C C7 E+.t NOTE: INSTALL NEW POSTS BEFORE REMOVAL OF EXISTING DIAGONAL BRACIN[b`.� ,� 'b r �W � 2wD Wes eRS To P- v l tir, �ZT0 0,5 can a swt 4 r-aIZ 4EA `iZ b tav NC+tI ONdI.�LS r 12-11 9- 1 tf�►4A4iotJ j tiv D I#t La'Via t?vv h 1f24�12 r/ EXIS-i'IuC� FpUNDJIrt{O C?.VEQED ►JT�iS an/T,e 7' ' S EXTe�L►oe FiNiaN�O ,vJ x j NA11-5 !a" o,c, PEe'lz FLb EEL IiEA �OLi N& SNt-11 EEY i NOTE ` O "To p' I50'r. a boc>fd u,�Ec Koe eA, cooe. \ I 7eRt 1 thCN CoNiJEcTION (typ) '/2"4� Tulin! Suede PE e 1 t-ke`re qoT�, toes s : � —�AMls �QAMtr.>3 �3}-�Yz" 4t1�1Cat:'`7 EACu STjC)5 (2) etPTi0e (2) EAC.4 sibE �f�ay..1F YIAI.L MI►.I �3� STUDS E.A, bEAD 1301.t ht b O F t�Dcfz S ,�N IrJ7o ecwt- 41 IrQ,� L. '2 eMa4t� \L DB'G1._ rpAµIN% 5EE DE(L. FR6.AUs1L 6EL'Clc►.) S+Ir�1 5 FLITuR.E --,000/'00r ? l i II 12O 5E� SST QLS� THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS' REQUIRED BY (MILD INSPECTORS TMT MAY 89 N1018 AY IN ORDER to QD1�tMtkil YY1T"� ALL PAUL WELCH INC. MECHANICAL * ELECTRICAL * CIVIL ENGINEERING #� R tfIQ � r2013 I9B4 S.W. BILTMORE ST. - #I 14 Q,Ey(i� -744/js PORT SAINT LUCIE, FL 34984 j 'Ev"� �I�I�•. FAX PHONE E-MAIL (772) 7B5-96BB FWELOHktLQ(WAOL.COM (772) 785-9933 PAIL WELCH, P.E. - FL REG. No. 29945 i w U W Ub � wz �D 1 TAV Last41 W "++IK It v I I W4S44VIWt�Z4j a +/. g•}wo:e bN1uM av 1e (t4APkoS -b.q*; ALr m��r I�/=Y" Aux pbr'Ivmm �� �� P�v+g7l��}IIF ,bd-�113G�°64t+10-R3� 1�i1}1i.'� ¢"�•c, / � ��IkS�Lb�IprJr 12 M6T41.. t:�-�%lilnl eVID-1114 eoI5 1, I n�4YyL?rt5? %JIAcMPIT�loa0 MTs � �tl 11L �G_ l't j V (CooFli F� z �v �ic t u5 2 u4 1,o p #'o TF. 2w4 wt-,%U C 1(9"a --- II W/ laa U6,1l,�5C 1r"d.e, ov�e I5A FcL't 2x4 ewr o" PI:ATE � .Ix lA1ag �bLIJ FLvoIZ vI�T a r L / ±P r LoDr - �o17�Li Z.4-"o•G. 4 �InA_PSCz 6,:1:---1�. s'�"C.- l2 w��ao_),IDcI ---.__ �� �!-' '', u/6Ll d4L+! STtJ i) Agd, 1,M ID vJD 6tbL�f;R. fRAP Wj {2). I/L"� TµG� $clT- +tv$ IZIlot as"i 1 �J<IhTI�� wl� 9- �� _-24 IP'Sa►.I a Cl� `ylz�=2 �h�F•V+ALL 1tdt6urrAA'I IoGAJ ( wj (12)' Sbs Il4"�2y2"' E7d! sj, A_ 94.0 � ¢14i ADS '/4"x To 0n1aT 4l1 11u f3a! w_/ 6v10 (2411 - h144P4o�I Lis 24 Wl ern)-/a1 p" I t`AcdJ 7®Ig1 pkhiflt-x- 1%Dkjut�k1iQ - *t9l PLO$ ANDALL PROPOSED WORK Ahi §U1 lfT TO ANY COARECi10NS §Ee9b bly MILD INSPICTORS "T IV /✓Z //! -�Y 1C4L WdLL 6p1611 IIJ iFILt C011v °\ Nti W -�--.acCT Y1� PAUL WELCH INC. �jH.�12 re EY,I t> MECHANICAL * ELECTRICAL * CIVIL ENGINEERING ,7`IZ,��,O1L 19B4 S.W. BILTMORE ST. - #1 14 PORT SAINT LLICIE, FL 34964 PHONE E-MAIL FAX (772) 7135-9698 PWELCHII_IQ0_AOL.00M 1772I 785-9933 PAUL WELCH, P.E. - FL REG. No. 29945 SHEET NUMBER 7// OF 6 VENT N P/Cs FaI-- - EXI�%�I ELT DeJ� rIT) LT I n NogD i hELrtTrP VFAIALI - 1 _ aS CJII I - jLiF1'4 bis�' J YkAUgT _IPLI N- F1 wALL 01'� �70FFZ'� f�N � _ Iy''600('v I -71Lk�l2 I 5b)co I�Gfn wALI M*u1,IT j A) vP - Tu �' r I I. 1 T T r fg LT 'LeI�ISIa I I I I I A," iCAU ELECTRICAL LOAD CALC'S 12ND FAR PNL -- -- PER NEC ELECTRICAL LOAD CALC'S (1ST FLOOR PNLI PER NEC ELEC` _ 1106 S.F. @ 3 VA 3318 VA 1064 S.F. @ 3 VA 3192 VA "x `� � 1 CA �0"' E TWO 20A APPLIANCE CKTS 3000 VA FUTURE SHED 8200 VA DISC. ; 18000 VA LAUNDRY 1500 VA IRR. PUMP (OPTION) 1800 VA YYY SINGLE POLE S:;'ItWH 4500 VA MISC,.5000VA DW 1200 VA REFRIG TOTAL ;��""36192 VA THREE WAYSV,�ci�H 1200 VA .- TOTAL 14718 VA FIRST 10 KW @ 100%' ",J0000 VA FOUR WAY SWt _ ri REMAINDER [tD 40% P ' 76.8 VA FIRST 10 KW @ 100% 10000 VA REMAINDER 040% 1887.2 VA TOTAL 2Q476.8 VA Xw DUPLEX CONLciuLi',CE OUTLET TOTAL 11887.2 VA 20476.8 N" 120V SPECIAJIReQSE OUTLET 240 _ 85.3 AMPS A/C HEAT 0-100% 10000 VA z: 220V OUTLET- f� TOTAL 21887.2 VA USE 100 A PNL �I FAN BOX/L#Qi / 21887.2 TOTALS I. 240 = 91.2 AMPS LIGHT FIXTIJ 1ST FLOOR PNL 20476.8 VA� USE 100 AMP PNL 2ND FLOOR PNL 21887.2 VA CAN LIGHT F#)CTURE — TOTAL 42364 VA ELECTRICAL NOTES ', - -SMOKE DETECTORS TO BE I16V W/ BATT BY BACK UP - ARC FAULT CIRC°Oli ""`� ,✓ T FLOUR. LIC1HT'FIXTURE SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL �� 42364 = 176.5 AMP SMOKE DETECTORS IN THE RESIDENCE - 240 EXHAUST FAN -PROVIDE BRANCH CIRCUIT ARC -FAULT P OTECTION FOR ALL CIRCUITS SERVING ROOMS PER FBC AND NEC REQUIREMENTS -CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS — USE: 200A ELECT. SERVICE 311 SWITCHED OUTLET -EXHAUST FANS TO BE VENTED THRU ROOFARSOFFIT. -PROVIDE TAMPER RESISTANT RECPTICL S PER NEC REQUIREMENTS ..._.. �,,J'•" -TIE ELECTRICAL INTO EXISTING ELECTRICAL SERVICE .._"............ ._,�i ` V VAPOR PROOF k'V I (;Ii=l GROUND FAULT PROTECTION _ 7// ' a, `,I W p WEATHER PROOF PUSH BUTTON SWITCH vL­ SMOKE DETECTOR II LL0 CARBON MONOXIDE DETECTOR EQUIPMENT DISCONNECT �' r � L L I, i I—T L, I- LJ I �I El 0 I �f i (cFt I ? I I I j w• t7 P :.:. . . LT Ii I I k �Trr�l I �wN L a �, r11 err THESE PLANS AND ALL PROPOSED WORK LAuka ARE SOM TO ANY CORRECTIONS hkUlkb I f FIRED INIPICTORS THAT4 woo WIMALL Awjms cow i • , � :� �'' : . , la�� �>� h��BAA'l IN bRCIER TG E LELT1 �-_ 3�r PAUL WELCH INC. MECHANICAL.* ELECTRICAL * CIVIL ENGINEERING 19E4 S.W. BILTMORE ST. 14 FzsT.Amp Ql(jwi, PORT SAINT LUCIE, FL 349EI4 j4 PHONE E-MAIL FAX 1 { 17721 705-9Bi3B pWeL.m Nq[PAgn.99M (772) 785-9933 PAUL WELCH, P.E. - FL REG. No. 29945 SHEET NUMBER OF f;j