The URL can be used to link to this page

Home My WebLink AboutPLANS`'- j _... Planning & Development Services Department Building & Code Regulations Division °.._ 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: MODINE _WINDOW / DOOR SCHEDULE Project Address: 17600 PINEAPPLE LN. EXTERIOR MARK TYPE / SIZE Permit #: Occupancy Type: R Construction Type: V 1 9' W X T H OVERHEAD DOOR INSTRUCTIONS FOR USE: 2 16' W X T H OVERHEAD DOOR • This certification must be completed, signed, and sealed by the design professional of record. 3 S.H. 33 WINDOW VL • Submit 2 copies for residential (3) copies for commercial with all permit applications involving the following: 4 36" W X 80" H S.C. DOOR W/ SIDELITES I l P P P PP g g, 5 S.H. 25 WINDOW o New Residences (single or multi -family) � - o Residential Addition F LE � 6 DBL 36" W X 80" H FRENCH DOOR o Any accessory structure requiring a building permit 7 36" W X 80" H S.C. DOOR o Any non-residential structure. • Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. INTERIOR MARK TYPE / SIZE DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) A 36" W X 80" H S.C. SWING DOOR 1. DESIGN CODE: Florida Building Code 2010 Edition with 2010 Supplements using ASCE 7-10 B 36" W X 80" H SWING DOOR 2. Structure Designed as (check one): X Enclosed -Partially Enclosed _Open C 32" W X 80" H SWING DOOR 3. Risk Category: _1 X II_III_ IV Exposure Category: B X C D D 30" W X 80" H SWING DOOR 4. Design Wind Velocity 160 mph 124 Aso N/ALRFD End Zone Width: 5 ft E 24" W X 80" H SWING DOOR S. Mean Roof Height: 15 ft Roof Pitch: 3 :12 Parapet: N/A It F DBL 30" W X 80" H BI-FLD DOOR 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): G DBL 24" W X 80" H BI-FLD DOOR Zone 1: 19.3 Zone 2: 19.3 Zone 3: 19.3 Zone 4: 33.6 Zone 5: 33.6 Garage: 31.8 H 36" W X 80" H POCKET DOOR 30.7 53.5 -79.1 -36.4 44.9 -41.5 1 36" W X 80" H BI-FLD DOOR 7. Design Loads: Floor: 40 PSF Roof/Dead: 7 PSF Roof/Live: 20 Balcony: • N/A PSF „ Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED 36 W X 80" H CASED OPENING 8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County.) also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: ON PLAN 8/13/2014 Signature, Date, and Seal SLCLUV Form p 02U-12 Revised 3/IS/12 (JS) 1 . L ,...... CaUIN Y r 1 o n r. n n - - 1 Building Permit # Paul Welch P.E. Print Name Paul Welch Inc. 1984 S.W. Biltmore St. Suite #114 Company Name & Address 29945 / 5115 Cert # & Co. Cert Auth. St. Lucie. FL Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Mool"IE Applicant: Product Opening Design Pressures Product Rated Desi n Pressure Manufacturer Model Number Product Approval Number Glass Type Mdhod of Attachment ' Windows SEEELEVA7IAiJS +55 ^:5T10 FCty7 5F1-2c� ullA 01 .12 B•,S )/4"> _Ira". MIN,�CM6eD TAPc.oUS 6.7 Mullions FI Gla NIA .�-`"` _....--•.��,�-- ...�.�-� _.. CjID1Nl9 •44°J ` 6J°�. �ANI"§1-�ACD1� NA r (AtsK NOAit031\.O'1 �10. 4-1144A►AV-0TS PFR• "?,,D17L44Y. Ncit.$ EEE EEELEVATt +I•$0 3ElQ'WEN 5T¢ELoP09oC f-L'd1113to,1 NIA 9$.s III%."tN ENt3�ED `7L¢ew5 To Bw.K o.T to" 12=/•' o,[. French Doors +I.45 7EIA•NIFN 4LACIA100 FL4.125o9,3 ww- N'u• 9/t6':. 'i44MIN ¢MC3cD TAPLONS to 5 �^ ara + �� 'Q{ oZ w -09 FLµ 5684• 51it•" 9 ISIs Mai, EMbeo LAa 54tirwS ¢ r- le" T -_- _ .. ,�.. Hurricane Protection 4/- 50 VAyTL121,1 24' w (ji b/, FLub 11944, Z N (Q itI Z�'„DI G �tt5P:0 TAFCtMyS 4T `-+ Dt',WOYJ1bL it-55,o 7eLD-W¢N KtgEQLA.ST FL4i\3354,1 Now• irtPGci 11u" KVT MA tw tM6¢D TAPcmuS T 3I 6•4, J"a6 C606ft950F 41crNikkli149ML Roofing Material ti 53,s L3 T9,1 �I cc°1,%5 it �g,zs 3 -129,25 -SQ TAtLoss 5�COAPI FLrt1452a, IJ/A PER (iDOFINL:U ,a'r'r ACU METsT N SUee r 31 9 I have reviewed the above components or cladding and I have approved their use in this strw ture. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: PAUL WELCH P.E. Signature: ON PLAN Design Prof: i PAUL WELCH P.E. Cert. No. 29945 Date: 3 JWML SCHEDULE LINTEL LENGTH/TYPE-" SAFE APPLIED SAFE APPLIED COMPOSITE NO. - GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD L4 T�" 2'' 10" 34" 6-�1-1-3 4}4C6�01 - oc�gr'-T- LYL �T-�-. TT 3'' " 4; 42" LI OTLS JY" J>Tl 9F1� L4 4' 0" 48" 11 r II, a 38N 3079 ovt� 4121-1T 1.4 44'-6" 54" U-LINTELS 6133 650 2f7t2t41 450 SF161B-1T L4 5' 4" 64" U LINT LS '&36-5 22W ; t� !t l6 IT L-6 V-10" 70" U-LINTELS 4360� 1124 2093 713 SF161B-1T L-4 6' 6" -/9„ T U paT.i C 3480 4W 8F16 ter L-8 7'-6" 90" U-LINTELS 2661 1482 1634 743 8F161B-IT L-9 9' 4" 11,1+ Too 4543 4-I33 o41oy 4B- T L•10 11'4" 136" U-LINTELS 1366 1124 795 714 8F161B-1T L-4 3' 6" ""- RECESSED 8974 SSCA a zT L-1-2 4' 6" 54" RECESSED 4292 IiM 81324 i11-44 L43 5' 10" 70" REoESSM 60M am W244n�r L44 �' 6,> °-moo DE^QED 4283 53--5 eF-tr L-15 71 61, 90" RRRGESSED &668 2574 8F24 a L46 9' 4" 112" PD M Tit 4L`Oy,p 1�D 1T L-1-7 I14"136" rl'�`Eb- 4366 795 912164114-T L49 12' 0" 144" U LR4TEIS 12-54 697 9�t�, � L-19 13' 4" 1<n"r--roo ELS 447S 8F 649-1T L-20 11'' 02 168"" U L241ELS 4002 486 gF46 lo-Ti L-21 10'-6" 120" PRESTRESSED 2093 1124 1185 713 8F20 1B-1T L-22 17'-4" 208" PRESTRESSED 950 450 1 404 150 SF16 1B-1T 1-23 17'-4" 208" PRESTRESSED 1326 750 520 401 SF201B•1T 1N- HTcET� � °i=Ei i 121�1a✓2tl1Ai a DWELLING/GARAGE FIRE SEPARATION THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. THIS PROVISION DOES NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. TABLER302.6 DWF.LL1NtWrA11Ar V RF.PARATTnN SEPARATION MATERIAL Not less than'/2-inch gypsum board or From the residence and attics equivalent applied to the garage side From all habitable rooms above the garage Not less than 5/s-inch Type X gypsum board or equivalent Structure(s) supporting floor/ceiling assemblies used for separation Not less than 1/2-inch gypsum board or required by this section equivalent ,Garages located less than 3 feet from a dwelling Not less than'/2-inch gypsum board or )unit on the same equivalent applied to the Mot interior side of exterior Walls that are within L. this area OPENING PROTECTION. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1%INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1% INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. ,--- I=Lt:c,rt i M NAME AREA A/C AREA 2651.9 eq ft, GARAGES 1783.6 aq ft. PORCHES 592,8 eq ft. TOTAL AREA 5034.3 aq ft, FLOOR PLAN SCALE 3/1(o = 1' �eALED FASTENERS OR ATTACHMENTS ARE THE RESPONSISILI'TYOFTHE C, N 11MI,,I CFEME J 1 STRUCTURE AS BEEN DESIG ED REVIEWED F9R COMPLIANCE a F 608.1.4 FOR ONE OF THE FOLLOWING. '-ERNAL WIND PRESSURE WINDBORNE DEBRIS PROTECTION IMPACT RESISTANCE GLAZING (Int.) THFSF PLANS AND ALI_ PROPOSED WO( ARE 6UKIEC,T EOJ",lrl,C1744FUI0NS RE0I11REi.1 RY FIELD IMy. if(,T(AS iHAT MAY Hl,P;E:c£SSAfIY 44 OWFR TO COWLY WITH ALL A11KICAULE CODES. Ign1w1 - Ili IL ST. LUCIE COUNTY BUILDING REV EWED°" 'SCNNNED FOR COM E BY REVIEWED BY St• LUCd@Cr!' LANS .': DATE �7 D P RMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE PAUL WELCH INC. MECHANICAL + ELECTRICAL t CIVIL ENGINEERING 1984 SW BILTMORE ST - SUITE #1 14 c; PORT ST. LuciE, FL 34984 PHONE EMAIL FAX (772)795-9608 PWELCHINC@AOL.OUM (772)785-9933 PAUL WELCH, P.E., FL REG. No• 29945 OF 0 11 NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCREE LINTEL AS NOTED ON PLANS. 0 — - iL '(n P) --j- r-rE -..- + 33,(v( 44, 9 ?tlf' 33,4, (- 3a,4 r 33,1./ 3�.9 + 33, � I - p 4 t 33,401- 44,9 ��F pew FRONT LEVA ION 1�4`` 5cp.tg 11�21 I U LLD t33. -370,1 +M4 - s4,t t.33. - - 4i -3�,2 /fir- p F ?s F BACK ELEVATION- sl-,00 41,5 P5F +31-b( - 41.5 Fl5F LEFTSIDE ELEVATION 9 TOE NAIL 5 2x4006CNAL 09ACE4.ESTP..A1 _ LOCAWH AS 5H M 6' 0C- (2) IOd TYR EA nnas 1x4 LATERAL c ZACM6 � L0--A70H A5:40P* ON ,-LAIN REINFORCE VERMAL INE42EF5 OF E.45LE 60 TAMS W/294 , E-a4ACE AT EA. VERT. NAIL Y495d NAILS 6 b° O/. + 33, 4 ) 3it<'L W-",e ELEVATION- SEP 16 2014 ROOF 5HEAMN6 NAIL PER socalLe -� 5ALV. DRIP ON IX2 P.1' NAILER ON 2X6 pOZ14 SAWN WOOL'1 FASCLA - FASCIA BOARD ANCHORED 7o LADDER W/ Ibd NAILS a 5" O16 2x4 LADDER a 12' O/4 ° CONT. 2x4 LADDER PLATE Awymw To 6E \ 'a1-S W Ibd NAILS a 8' Q/C MAX. \ ~ WALL SHBATNW NAIL FM 5CF's E 6ASLE &V FASTEN TO SLEEPER W/ 16d NAILS 0 4" 0/6 TYPICAL STRAP 6 a TRI155 TO O.T. W/ I!aP L9TAIS 9TRAP a 24" O/C M/ W I0d NAILS EA. MEMBER \� ZX4 oWCKIN6 m 2'-O"0/c GABLE END CONNECTION DETAIL i 33, 4 I -.5&,L PSF r FAjff�n� PAUL WELCH INC. P1EC1-IANIO4L a ELECTRICAL > CIVIL ENGINEERING 1 964 S.W. HILTMC]RE ST. - # I 1 4 FORT SAIN"I I_LIGIE, FL. 34969 F"ONE E-N-^AIL-� _ FAX 1772i 755'9BBB 2b'ELL'HIGW&bQL AGM 1772) 7a5 9933 PsuL F I.. - FL REG. No. 29995 StIEEi IHUio113E1i �{` OF ,y �p� Flr- - os DPP°�li�l� N.Df> Neap ALL....EGHT 511I0SPPC.IFi(a- 1 I I Z Z Z Z {ID�D-LSep2, 1„ 1 If 2► 1_nN c. , > 14 I - RR? ' r / V I } I 3c�"x fib' F-I. 1 1 LEve` LQuplti(, m I I O Lc _O � I A., — Z a p Z�-4" U _ �PIZovIpE DRIP PAWa Tug 1 AND PsI161N CITE)r yrc, To mwTsR1o� 01�� -, i I C vw A_NA rlu _b rit+V I 1 AW 3- p 45TLP —� 1 I 1 rz I LT 1 I RYF Y V, GARAGESFLOORSU"ACE 0 GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTH3LE MATERIAL. 2) THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. SG 4L, E -3/ l & = I' -P7 A --pp Gl�eipFpFLE�Sjll� mI �D I°-a7 u�s�Ml 14 loar�Ls HsmK 4TLIP MILL Leld& }} :�uP�, o L16o�+i@ YP B �I ao fib a. syTp b-9� 4�51Mf��gvLl s U21J7 PEA�IIJ�� el FOUNDATION SCHEDULE F-1 16" D X 16" W (2500 PSI) CONCRETE MONOLITHIC FOOTING W/ (2) #5 BARS CONTINUOUS F-2 16" D X 16" W (2500 PSI) CONCRETE MONOLITHIC FOOTING W/ (3) #5 BARS CONTINUOUS F-3 12" D X 12" W (2500 PSI) CONCRETE MONOLITHIC FOOTING W/ (2) #5 BARS CONTINUOUS (STEP FIG) S-1 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH OR 6"/ 6" 10/10 WWM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL C - g"wloe Gua6 IZ.t'c°eSs A r 4.4.Icwte- McCE5S A-r C)4-{ b �mwffljmlw 0� N -4° To PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2010-PLUMBING 2) DW V PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. PAUL WELCH INC. MECRAN�CAL t ELECTRICAL �' CIVIL ENGIN EERIN� 1 9B4 SW BILTMORE ST - SUITE #1 1 4 PORT ST. LUCIE, FL 34964 PHONE E-MAIL FAX (992)985-9SBS PWELCHINQCaAOL.COM (792)IB5-9933 PAUL WELCH, P.E., FL RE,. No- 29945 Y 4Pro F6.1 c� C� r-I e SEP 16 2Q" Cr ROOF SHEATHING NAILING ZONE nts -• (IYPICALGOUNCROOF PL1V PLAN VIEW-) NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD 20 NAILS AT 6" O.C. PERIMETER AND 6" O.C.-FIELD NAILS AT 4" O.C. PERR ffiTER AND 6" O.C. FIELD " "A" - 8 FEET NOTE: ROOF SHEATHING SHALL BE 19132" TUCK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHONW ABOVE. STUCCO OVER WIRELATH W/ 1 IGA. 2" KAILS W/ 3/8" 0 HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. W/ (2 LAYERS) OF 15# FELT OVER WD FRAMING MEMBERS (TRUSS TAILS). PROVIDE 6"X 18" SOFFIT VENTS @. 48" O.C. STUCCO SOFFIT DETAIL nts... II II 1 II II i � II II 1 1 1 I 1 1 48' _ 1 15'-01R' _ : _._.__ _. iT-111/2' 5-V PANEL PROFILE 24" Coverage -V FASIENEP DLTAIL METAL ROOF PANEL FASTENER: #9 -15 X 1 '/z" SCREWS WITH SEALING WASHER IN THE CROWN OF THE RIB OF THE PANEL, '/4" MININ[UM PENETRATION THROUGH THE PLYWOOD. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENERS SHALL BE INSTALLED AT 12" O.C. PERPENDICULAR TO ROOF SLOPE FOR ALL ZONES AND 8" PARALLEL TO ROOF SLOPE AT ALL CORNER ZONES (ZONE 3), AND AT 16" PARALLEL TO ROOF SLOPE AT ALL FIELD AND PERIMETER ROOF ZONES (ZONE I AND 2). ROOFING ATTACHMENT nts... PER FL# 14520.1 JA TAYLOR ROOFING 5 V CRIMP PRODUCT DESIGN PRESSURE (PSF): ZONE 1&2: -69.25 / ZONE 3:-129.25 METAL ROOF PANELS SHALL BE SECURED TO THE SUPPORTS IN ACCORDANCE WITH THE APPROVED MANUFACTURER'S FASTENERS. METAL PANELS SHALL BE ATTACHED PER MANUFACTURER'S SPECIFICATIONS AND DETAIL THIS SHEET. UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION GUIDELINES UNDERLAYMENT SHALL BE APPROVED 304 ROOFING FELT. UNDERLAYMENT APPLICATION. UNDERLAYMENT SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER, UNDERLAYMENT SHALL BE APPLIED PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES (51 MM), FASTENED SUFFICIENTLY TO HOLD IN PLACE. DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE WITH ROOF PANNEL INSTALLATION. FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE -PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. ALL FLASHING SHALL BE IN ACCORDANCE: WITH FLORIDA BUILDING CODE FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS NOT LESS THAN PROVIDED IN FBC TABLE 1503.2. THIS REQUIREMENT DOES NOT APPLY TO HIP AND RIDGE JUNCTIONS. ALL ROOFING INSTALLATIONS SHALL BE IN ACCORDNNCE WITH FBC 2010. US "GRB" 2"D BEARING SIMPSON NITS 16 W/ (14) - 10d X 1 V2" IUBLE 2 X 4 WOOD TOP PLATE VIPSON SP4 EACH STUD TOP AND BOTTOM ATES W/ (6) -10d EACH FULL LENGTH 2 X 4 WOOD STUDS UNDER ARING POINT 2 X 4 WOOD BOTTOM PLATE WITH - 5/8" X 6" WEDGE ANCHOR OR J-BOLT TH 2" X 2" X 1/8" WASHER WITH IN 6" OF RT STUD DETAIL AT TRUSS GR 2ND BEA ING -I- TRUSS CONNECTOR SCHEDULE TRUSS IDnBEARING TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTESUPLIFT D4, D7, & D9 GRA GRB GRC GRC GRD 1ST 2ND 1ST 1486(1) 1425 1340 1232 2562 4071 1 000 HETA 20 (1) HETA 20 (i) HETA 20 (2) MTS 16 (1) MGT (1) FGTR (1) HETA 20 1810 1810 1810 2000 3965 5000 1810 (9)-10d X 11/2"' (8)-16d (9)-30d X 11/Z'"GRB (14)-10d X 11/2" SEE DETAIL (22) - 10d & (1) - 5/8" A.B. * Q (18)-SDS 1/4" X 3" & (2) 1/2" X 5" TITEN HD (9)-10d X 1 1/2"' VALLEYS CONT. 100 # PLF ( ) MTS 16 1000 (14)-10d X 1 1/2" 1 T 1 STRAP AT EACH END AND AT 24" O.C. ALL OTHERS LESS THAN 1000# TRUSS COMPANY EACH EACH CHAMBERS TRUSS < 1000# < 1000# LAYOUT DATE (1) HETA 20 (1) MTS 16 4 28 2014 1810 1000 CUT -SHEET DATE (9)-10d X 1 1/2" (14)-10d X 1 1/2" 4 29 2014 AT CBS BEARING AT FRAME BEARING * NOTE: USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT. NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. 1 VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR W/ (4)- #9 SD X 2 1/2" TO SUPPORTING TRUSS AND (3)- #9 SD X 1 1/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. 2 SIMPSON FGTR WITH (18)-SDS 1/4" X 3" & (2) 1/2" X 5"TITEN HD MAY BE USED IN LIEU OF MGT AS SPECIFIED ABOVE. TRUSS NOTES: -- 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 4) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. - 5) SEE TRUSS CONNECTOR SOH. FOR TRUSS TO WALL CONNECTIONS. F E Cnw�v Lu PAUL WELCH INC. MECHANICAL , ELECTRICAL . CIVIL ENGINEERING 1 9a4 SW BILTM.ORE ST - SUITE #1 14 PORT ST. Lucm, FL 34984 PHONE E-MAIL FAX (772)785.9BB6 PWELCHINCQADL.COM (7721765-9933 SEP LO� PAUL WELCH, P.E., FL RE13. No. 29945 04 W (4rd 00 �I SHEET PIUi�IdNi /If 4//L 1262 ,4t 5 V CRIMP METAL ROOF OVER 30# FELT OVER 19/32" CDX PLYWOOD _ ROOF SHEATHING NOTES: SIMPSON LSTA 12 W/ (10)- 10d NAILS / FROM JOIST TO JOIST OVER RIDGE 1) THE CONTRACTOR SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY A6 DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2 X 8 WOOD RIDGE JOIST 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE 3) ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVIVR (3) —12 d NAILS EACH SIDE TOE NAM SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FBC 2010, AND THE FBC2 2010 X 4 WOOD COLLAR TIE EACH JOIST I RESIDENTIAL, 2010 PLUMBING CODE, 2010 MECHANICAL CODE AND THE NVC W/ (4) —16 d NAILS EACH END (NFPA 70) 2008 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY FASCIA / SOOFIT PER TYPICAL TERMITE INFESTATION AREA PER FRC 301. SECTION CUT DOWN JOIST TAIL TO 4" —•—� STRUCTURAL NOTES - 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICLE CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SHVIPSON SP4 EACH STUD TOP AND _ I 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE BOTTOM PLATES W. (6) -10d NAILS STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: SIMPSON LSTA 12 W/ (10)- 10d OR �F FOOTINGS: 3" BEAMS: 1 h" SUSPENDED SLABS: 114" SIMPSON MTS16 W/ (14) -10d FROM { -- — — 6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS BOTTOM PLATE TO TRUSS AT 24" O.C. NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. FRONT 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO PROVED 2 X 4 CROSS BRACE AT EACH INSTALATION OF HARDWARE IS NOT PERMITED. SIDE OF RIDGE W/ (3) —12 d NAILS, 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE EACH END SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES. 10) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS SHALL HAVE 8" BEARING.-- 11) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. /� 7 12) STUCCO SOFFIT AND EXTERIOR CEILING NOTE: SOFFIT AND EXTERIOR CEILING TO BE STUCCO OVER WI;ELATH W/ 11GA. 2" NAILS W/ 3/8" 0 HEAD @ \\ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. W/ (2 LAYERSOF 15# FELT OVER EACH FRAMING MEMBER). 13) EXTERIOR FRAME WALLS AND BEAMS TO BE STUCCO OVER WHRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# SIMPSON SP4 EACH STUD TOP AND FELT OR TYVAK BUILDING WRAP) OVER FRAMING. BOTTOM PLATES W. (6) -IOd NAILS 14) PROVIDE HARDIE PLANK SIDING AT EXTERIOR WALLS AT FRONT ELEVATION SEE HARDIPLANK NOTES FOR ATTACHMENT SPECIFICATIONS. SIMPSON LSTA 12 W/ (10)- IOd OR HARDIPLANK NOTES: SIMPSON MTS16 W/ (14) -10d FROM HARDIPLANK SIDING AT GABLE END TRUSS, CHIMNEY AND COUPOLA TO BE BOTTOM PLATE TO TRUSS AT 24" O.C. ATTACHED OVER TYVAK BUILDING WRAP OR 15# FELT OVER NEW PLYWOOD. HARDIPLANK TO BE APPLIED HORIZONTALLY WITH 1 '/A" LAPS AT TOP OF PLANK. HARDH'LANK TO BE ATTACHED WITH 8D X 2 Vz" LONG GALVANIZED BOX NAILS PLACED IN THE OVER -LAPPED AREA AT 8" ON CENTER VERTICALLY AND 16" ON CENTER HORIZONTALLY INTO STUDS THROUGH 5/8"PLYWOOD SHEATHING. 5/8" PLYWOOD SHEATHING TO BE NAILED TO STUDS WITH IOD NAILS @ 4" O.C. PERIMETER AND FIELD HARDIPLANK SIDING AT CBS TO BE ATTACHED OVER TYVAK BUILDING WRAP OR 15# FELT OVER 2"X2" FURRING @ 16"O.C. HARDIPLANK TO BE APPLIED HORIZONTALLY WITH 1 Va" LAPS AT TOP OF PLANK HARDIPLANK TO BE 11 J ; _ I " " 1 TMSPON MTS 12 W/ (14) -10d NAILS iACH JOIST DBE 2 X 4 CONTINUOUS WOOD TOP PLATE HARDIEPLANK SIDING PER NOTES 2 X 4 WOOD STUDS AT 16" O.C. FIREPLACE OPENING Front opening width: 42" 2X4 WOOD BOTTOM PLATE W//" X 3 Front opening height: 24- VP LAG SCREW TO TRUSS AT 24" O.C. TECHNICAL INFORMATION ,� \ Flue Series (StdJ: SK8 Doude Wall METAL FLASHING AT ALL ROOF / Flue Size: 8' Inner; 11 " Otter WALL INTERSECTIONS Clearance to Chimney Pipe: 1-1/2" Firestop Framing: 14-112' x 14-112" _ EXTEND CORNER STUDS DOWN TO Minimum Hue Height 90 6" Maximum Flue Height 90' BOTTOM CHORD OF TRUSS W/ (2) -16d Minimum Height with 2 Elbows: 14' 6" I j NAILS AND SIMPSON MIS 16 W/ (14) Minimum Height with 4 Elbows: 21' 10d NAILS Clearance to Fireplace; 112" to sides and back Minimum Hearth Size: 16" x 48 UUULC Design Cerdfied __--- "-- FIELD INSTALLED ACCESSORIES - Bi-fold Glass DoorsBrushed Brass, Black, Polished Brass, Pewter NOTE: BALLON FRAME GABLE END _ Fan Kit: FK12 (Circulating Fireplaces only) WALL (DOUBLE FRAME WINDOW OursideAir KR: AK -MST• OPENING Terminations (Std.): SKB Series RLTSK8, RLTSK8L, PLTSK8, SLTSK8 'Nate: Forindoorapoliofimsml.. NotrecommendedfwaMminsroot=. 0=5 ) I M EXTEND CORNER STUDS DOWN TO BOTTOM CHORD OF TRUSS W/ (2) -16d NAILS AND SIMPSON MTS 16 W/ (14) 10d NAILS SIDE ATTACHED WITH 8D X 2 % LONG GALVANIZED BOX NAILS PLACED IN THE - OVER -LAPPED AREA AT 8" ON CENTER VERTICALLY AND 16" ON CENTER TYPICAL COUPOLA DETAIL Dts... HORIZONTALLY INTO FURRING. FURRING TO BE ATTACHED TO CBS WALL W/ V4" TAPCONS X 1 %" EMBEDMENT AT 16" O.C. VERT. ADDITIONAL NOTES 1) ALL INTERIOR GYPSUM BOARD TO BE MIN. '/2" THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD; 0.098" DIAMETER, 1'/4" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1518" 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 702.3.5) 2) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 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. 5) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL i HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO ef THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL \ COMPLY WITH SECTION . 6)/ \ PER FRC 702.2.1 ALL GYPSUMUM BOARD MATERIALS AND ACCESSORIES SHALL 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, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 7) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS PROVIDE R-11 INSULATION OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING AT GARAGE / RESIDENCE ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 SEPERATING WALLS \L WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. SAME CONNECTIONS AS PER _ TYPICAL INTERIOR BEARING WALL DETAIL \ SPREAD FOOTING (2500 PSI) SIZE AND REINFORCING AS PER FOUNDATION PLAN \ / SIMSPON NITS 12 W/ (14) -10d NAILS Y EACH JOIST DBL 2 X 4 CONTINUOUS WOOD TOP PLATE — — HARDIEPLANK SIDB11G PER NOTES 2 X 4 WOOD STUDS AT 16" O.C. — 2X4 WOOD BOTTOM PLATE W/'/4" X 3 V2" LAG SCREW TO TRUSS AT 24" O.C. METAL FLASHING AT ALL ROOF / 1 �� WALL INTERSECTIONS �I >v � PRE- ENGINEERED WOOD TRUSS SYSTEM 24" O.C. MAXIMUM SPACING Vz" DRYWALL CRUANG TRUSS TO WALL CONNECTION PER TRUSS STRAPPING SCHEDULE DBL 2 X 4 CONTINUOUS TOP PLATE 2X4 WOOD STUDS AT 16" O.C. -- V2" DRYWALL WALLS SIMPSON SP-4 WITH (6). 10d NAILS EACH STUD TOP AND BOTTOM PLATE (16" O.C.) P.T. 2X4 WOOD BOTTOM PLATE WITH 5/8" X 5'/z" ANCHOR BOLTS WITH 2" X 2" X I/8" WASHERS AT 24" O.C. SPREAD FOOTING (2500 PSI) SIZE AND REINFORCING AS PER FOUNDATION PLAN I ".Tmml I Rosen I amine - WOW a We' zeu• ruteu• ;} m) I W �,- W Remscetl (saemn) ® bi61°ml Nalhp ® Renee F Ro"an r•°"Ire wime ar.l (1161mm) dWvA (e c ul us LOEB omonml INN F. ,65s•.I \ oamm) Isetmml .` 11®g60lmenslans ;ULATION 4 CONTINUOUS WOOD TOP PDIB,AX METAL CHASE TERMINATION HARDIRPLANK SIDING PER NOTES I GALVANISED METAL TOP CAP. 2 X 4 W(wxD STUDS AT 16" O.C. r SM2SOARCWB LETIN BRACE EACH \ / —SIDE W/(1)-8D EACH STUD SDI4PSON SP4 EACH STUD TOP AND \ BOTTOM PLATES W. (6) -10d NAILS 2X4 WOOD BOTTOM PLATE W/ Y." X Ya" LAG SCREW TO TRUSS AT 24" O.C., ROOF CRICKET METAL FLUE SIlVHPSON LSTA 12 W/ (10)- lOd OR SD4PSON MTS16 W/(14)-10d FROM \� BOTTOM PLATE TO TRUSS AT 24" 0,4. METAL FLASHING AT ALL ROOF / WALL INTERSECTIONS EXTEND CORNER STUDS DOWN TO BOTTOM CHORD OF TRUSS W/ (2) 4 NAILS AND SI IPSON MTS 16 W/ (14) iIOd NAILS TYPICAL CHIMNEY DETAIL 21s... x P.T. BUCK ALTERNATf BUCK 2"X6" OR 2"X8" P.T W/ 3/16" TC'S W/ 1 X" MIN. EMBD. @ 4"/12" O.C. W/ #10 SCREWS PER P/A y PROVIDE 1 DL" CASEHARD NAILS @ J' 4" FROM ENDS AND 8" O.C. W/ TC'S PER PRODUCTAPPROVAL NOTE:USE VX6" P.T. BUCK @ SGD'S P E OR 2'J"x3 5/B" NOTE: TC' TO BE INSTALLED THRU BUCK INTO MASONRY WITH IPLATE MINIMUM 1 3/8" EMBEDMENT PER PRODUCT APPROVAL UNNERPER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMB. DOD FRAMING @ 16" O.C. _ (35/8"METAL STUDS DOOR BUCK DETAIL N.T.S. /ALL BOTH SIDES ITT. PLATE OR I %-X3 5/8" UNNER W/TAPCONS OR .5 @ TIT O.C. (10d NAILS DD FLOOR) FLOOR TYPICAL INTERIOR NON-B8G SEE TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION WALL DETAIL N.T.S. PRE- ENGINEERED WOOD TRUSSES @ 24" O.C. (MAX. SPACING) / ,SIMPSON" STRAP PER TRUSS CONNECTOR SCH, STUCCO CLG PER STRUCTURAL NOTE# 12 (I ROW) 8"X8" CONTINUOUS CONCRETE BEAM BLOCK W/ (1) - #5 BAR IN _ (3000 PSI) CONC. FILLED EACH CELL 8" PRECAS LINTEL W/ (1)-#5 BAR IN (3000 PSI) CONCRETE FILLED CELL — (SEE LINTEL SCH. FOR MORE INFORMATION) , p a r lI �r i rl, l o so. LtL87{Us:L;:, TYPICAL INTERIOR BEARING WALL W/ STEP Fits... TYPICAL INTERIOR BEARING WALL DETAIL MS... I Ill VENTED SOFFIT PER SOFFIT DETAIL #5 REHABS W/ 90 DEGREE HOOK S'x 16" CONCRETE BLOCK _._ COLUMN WITH (2) - #5 BARS VERT. IN (3000 PSI) CONCRETE FILLED CELLS — 5/8" STUCCO FINISH #5 REBARS W/ 30" MIN. LAP SPLICE (2500 PSI) CONC. FOUNDATION — SEE PLAN FOR SIZES AND SPECIFICATIONS FINISHED GRADE TYPICAL BLOCK COLUMN DETAIL nts... ALTERNATE BUCK 2"X6" OR 2"Xe" P.T. W/ 3/16" TC'S W/ 1 W MIN. EMBD. @ 4"/12"-O.C. W/#10 SCREWS PER P/A I P.T. WINDOW BUCK PROVIDE 1 Y." CASEHARD NAILS @, 4" FROM ENDS AND 8" O.C. W/ TCS PER PRODUCE APPROVAL STUCCO FINISH RETURNED TO WINDOW FRAMEON EXTERIOR ....Rol wn,.. nurs..nu NOTE; TC' TO BE INSTALLED THRU BUCK INTO MASONRY WITH MINIMUM 1 3/8" EMBEDMENT PER PRODUCT APPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMB. WINDOW BUCK DETAIL�.TS. e c� 2" X 8" P.T. WD BUC9 _ W/ 3/16" X 2 Va" TAPCONS @ 12" O.C. o e 2" X 8" PIT WD BUCK (TYP) 3 �i 6' • , BUCK W/ %" X S V2" REDHEADS. ' W/ MIN, 2" 0 X 1/8" WASHERS - GARAGE DOOR BUCK DETAIL. °U••• 5V CRIMP METAL ROOFING OVER 30# FELT ON 19/32" CDX PLYWOOD ROOF SHEATHING / NAILED PER DETAIL PRE- ENGINEERED WOOD TRUSSES @ 24" O.C. (MAX. SPACING) _ "SIMPSON's STRAP PER TRUSS — -- CONNECTOR SCH. METAL FLASHING (DRIP EDGE) 1 X 2 P,T. DRIP EDGE OVER I X 6 P.T. WOOD FASCIA OVER 2X4 R-30 INSULATION WOOD SUB FASCIA 1 I: V2" DRYWALL (WALLS AND CLG) '_j ---- VENTED SOFFIT PER SOFFIT DETAIL (I ROWS) 8"X8" CONTINUOUS CONCRETE BEAM BLOCKW/ (1) - #5 BAR IN #5 REBAR W/ 90 DEGREE HOOK (3000 PSI) CONC. FILLED EACH CELL 8"X8"X16" CONCRETE BLOCK (MASONRY) 8" PRECAS LINTEL W/ (1)-#5 BAR #5 VERT. REBAR IN (3000 PSI) IN (3000 PSI) CONCRETE FILLED CELL CONCRETE FILLED CELL AT ALL DOOR AND WINDOW (SEE PLAN FOR LOCATIONS) OPENINGS (SEE LINTEL SCH. FOR MORE INFORMATION) 5/8" STUCCO FINISH OR HARDIE _ _ PLANK PER STRUCTURAL NOTES %11 INSULATION BRD -- — #5 REBAR W/ 30" MIN. LAP SPLICE '/2" DRYWALL ON P.T. 1X2 FHRRING @ 16" OR 24" O.C. i (2500 PSI) CONC. FOUNDATION SEE PLAN FOR SIZES AND Imo.lE`LItln SPECIFICATIONS FINISHED GRADE TYPICAL BLOCK (CMU) WALL DETAIL nts i SEP 16 2014 PAUL WELCH INC. MECHANICAL - ELECTRICAL • CIVIL ENGINEERING 1 984 SW E31LTMORe ST - SUITE #1 14 PORT ST. LuclE, FL 34984 PHONE E-MAIL FAX (7721785-9989 PWELCHINCL%GAOL.COM (772)766.9933 PAUL WELCH, P.E., FL REM. No. 29945 SHEET NUMBER 9 A OF 3 # 3/0 THIN IN 2" C ELECT. SERVICE 200 2 MBR 3 # 3/0, #4, 2" C #4 CU GRND TIED TO BLDG STEEL, CWP AND DRIVEN GRND ROD "EP" 120 / 240V I� 200A MLO T NOTE: USE ALL COPPER WIRE. ELECTRICAL RISER / DIST. nts... OPTION "A" ELECTRICAL LOAD CALC'S PER NEC 2658 S.F. @ 3 VA TWO 20A APPLIANCE CKTS LAUNDRY DRYER RANGE WH DW WP TUB (OPTION) REFRIG IRR. PUMP (OPTION) MISC TOTAL FIRST 10 KW @ 100% REMAINDER @ 40% TOTAL AIC HEAT Cad 100°h TOTAL 3#3/0THWIN2"C UNDER GROUND ELECT. SERVICE , M ' 200 120 / 240V 2 1'� MBR 200A MLO 3 # 3/0, #4, 2" C #4 CU GRND TIED TO BLDG STEEL, CWP AND DRIVEN GRND ROD �-IV NOTE: USE ALL COPPER WIRE. ELECTRICAL RISER / DIST, nts... OPTION "B" 45749.6 240 = 191 AMPS USE 200 AMP SERVICE 7974 VA 3000 1500 5000 12000 4600 1200 1200 1200 1800 10000 49374 VA 10000 15749.6 25749.6 20000 45749.6 VA ELECTRICAL NOTES 1) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FA VLT CIRCUIT 2) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 3) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 4) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK 5) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 6) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 7) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. EXHAUST FANS SHALL MEET THE FOLLOWING CRITERIA: VENTILATION RATE. VKVI LATIONSYSTEMS SHALL BE DESIGNED TO HAVE THE CAPACITY TO EXHAUST THE MIND" AIR FLOW RATE DETERMINED IN ACCORDANCE WITH TABLE BEI.O W. MINIMUM REQUIRED EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS AREA TO BE VENTILATED VENTILATION RATES Kitchens 100 cfin intermittent or 25 din continuous Mechanical exhaust capacity o Bathrooms —Toilet Rooms 50 cfin intermittent or 20 cfin continuous For SI: I cubic foot per minute = 0.4719 L/s. NOTE: SEE ELECTRICAL PLAN FOR EXHAUST FAN LOCATIONS. 9 P15couwt41) 1 zriv `NP) 3CARGARAGE—_-------- --_ Y I % /-------------------- I I --------------------• % I� 5n v �C) N OTC if -------------------- -� COVERED PORCH ---------------- \ \ C Q Wp 1� \ �� \ 'r 1 WpF�\Y' Wp - h .. - / CxREAT ROOM PL. LT YJIdi�ZOV Scr ,/� GPI 4. westelde / / site Ilghting 2 CAR GARAGE �71SLbN KPLT �� \ ,,b Gas l'Zw c_--,�--- 0 C N m�- OFFIC E LAUNDRY0 KITCHEN b d 22 C open shelveE i_ q V MASTERBEDROOM 3 I � \ v = Q11� b fQ char , il II y ' 3-0 P4: LT �I I DRESSING ROOM I� AIL zo j // T /• V(' eouthaide ske Ilghting - h3G�T " COVERED PORCH — -------------------- ---------------- ELECTRIC PLAN SCALE 3/16= 11 A CARBON MONOXIDE ALARM SHALL BE INSTALLED IN ACCORDANCE WITH FA.C. RULE 9B-3.0472 WITHIN TEN FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. F a I PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK" - UP IN ALL SLEEPING - AREAS AND STAIR LANDING WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. T in VarP C p�scf �A� J 1 f31 SCB'K NiPc'C--j ELECTRICAL COUNT SYMBOL ceiling fan 1 ceiling fan spotlights I 8 ceiling fan spotlights 2 3 ceiling lamp small 4 cei I in I i it vent square a 5 Tat,\ 3 Ele)6 exterior light 1 3 Q exterior light 4 2 U ceiling globe 1153ht 8 O chandelier I double spotlight 4 Qp fluorescent fixture -I 0 pot light 22 0 vanity bar light 1 wall mount 1 3 � cable tv outlet 9 B outlet outlet 220v 2 outlet gf1 34 smoke detector a switch 40 $ switch 3 way 12 $3 SEP 16 2014 ' F y yt i" i a •:� Y � ' PAUL WELCH INC. MECHANICAL x ELECTRICAL '1 CIVIL ENGI.CERING 1964 SW BILTMORE ST - SUITE #1 14 PORT ST. Lucm:, FL 34984 PHONE E-MAIL FAX 17721785-9888 PWELCHINC@ACL.COM (772)785-9933 PAUL WELCH, P.E., FL Rea. NO. 29945 THE WEST 300,00 FEET OF THE SOUTH 750 OF THE ZOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 14, TOWNSHIP 35 SOUTH, RANGE 38 EAST, LESS THE SOUTH 124.5 FEET, IN ST. LUCIE COUNTY, FLORIDA SURVEY REPORT 1.) NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE. 4.) DESCRIPTION FURNISHED BY CLIENT. 5.) PARCEL SUBJECT TO ALL EASEMENTS, RESERVATIONS, RESTRICTIONS, AND RIGHTS OF WAY 6.) ALL LOT DIMENSIONS ARE PLAT AND MEASURED, UNLESS OTHERWISE NOTED 7.) PROPOSED SITE PLAN SUBJECT TO APPROVAL BY GOVERNING AGENCIES. 8.) PARCEL CONTAINS: 225,006 SQUARE FEET OR 5.2 ACRES MORE OR LESS. 9.) STREET ADDRESS: PINEAPPLE LANE 11.) ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D. 29), 12.) THIS IS NOT A BOUNDARY SURVEY, BOUNDARY INFORMATION SHOWN HEREON PROVIDED BY CLIENT AND WAS TAKEN FROM A SURVEY PREPARED BY VELCON GROUP INC. 07- 4 DRAWING NO 6 , DATED 5-18-07. 13.) BEARINGS SHOWN HEREON ARE BASED ON AN ASSUMED BEARING OF N00'21'18" W ALONG THE WEST LINE OF THE SW1/4 OF NE1/4 OF SECTION 14/35/38. 14.) THIS SURVEY REMAINS THE PROPERTY OF MIXON LAND SURVEYING, INC. 15.) WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. SITE PLAN NOT A CERTIFIED TO: JONATHAN C MODINE ALYSSA F MODINE UP = WOOD UTILITY POLE ,� = GUY ANCHOR %- = OVERHEAD UTILITY K- = FENCELINE TV = CABLE RISER FH = FIRE HYDRANT PH = PHONE SS = SEWER SERVICE WM = WATER METER ® = WELL WV = WATER VALVE (PR) = PRO -RATED D = DEED (P) = PLAT (M) = MEASURED (C) = CALCULATED ELEV.= ELEVATION BY:I REVISIONS: POB = POINT OF BEGINNING POC =P0INT OF COMMENCEMENT ORB = OFFICIAL RECORD BOOK R = RADIUS L = ARC LENGTH A = DELTA ANGLE C/L = CENTERLINE R/W = RIGHT OF WAY D.E. = DRAINAGE EASEMENT U.E. = UTILITY EASEMENT = EXISTING ELEVATION x0P SO = PROPOSED ELEVATION TOB = TOP OF BANK 21112 of y St Lucie County Health Department Environmental Health Division Site Plan Approved for Construction Supersedes AM Previous Site Plans for OSTDS # m&Ls _ & Well #,z 2-/ 6& Date: BY: MIXON LAND SURVEYING, INC. 12450 NE 26TH AVENUE OKEECHOBEE FLORIDA 34972 863 610 2200 STATE OF FLORIDA CERTIFICATE NO. "L.B. 4199" EOW = EDGE OF WATER CB = CATCH BASIN MES = MITERED END SECTION CMP = CORRUGATED METAL PIPE RCP =REINFORCED CONCRETE - PIPE SMH = SEWER MANHOLE PR DMH = DRAINAGE MANHOLE STATE OF RICHARD A. MIXON INAL SURVEYOR AND A CERTIFICATE NO. JOB NO. 14-062 CADD FILE: 14-062 BY: MARK MIXON DATE: t 7-15-14 3335" SHEET 1 OF 1