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HomeMy WebLinkAboutBuilding plans ,1702-0071w ly z J I Q H m �N W U Q z atao rr © w �I Q m U Z i a o w m 00 N U) < U w � U 0 w to 6 F to u F,ti w�a N O 3wh I = �O m 43.5' 1. IiI fi0' 15c w = 6.5 z F o U L,j< 3 0 Z 0 0 w 0 33.42' D) 33.37'�C) 1 e V U 2 7� o W R O �ri w'\ Z Z 3M 0 n�o ,64 W IN -z i7 v O a o m \o Im - z cn z �I oo �F o 0_ U Z U W zNI S89°38'1( 158,7C FOUND 5/8' IR&C STAMPED LB 7673 15.0' R/W EASEMENT (O.R.B. 3540, PG. 2206) FOUND R&CSTAMPED/LL68B 17573 • / 1 23 FOUND 5/8" IR&C STAMPED LB 7673 ryryti x GRAPHIC SCALE 50 0 25 50 ( IN FEET ) 1 inch = 50 ft. A \ \ 1/4-1/4 SECTION LINE-- � \ \Tpp 0 VACANT WELL AND SEPTIC 100' + V v S89°43'34"W 845.40' \ x \S% o W ^. _-__ _-_ _ x N �\ p ,-' - - - - - `- PROPOSED 00 c0 LC)WELL__ - NIF _ FOUND 1/2" IRON ROD & CAP ____- �,1 - STAMPED 'GCY INC" - - PROPOSED - (n _ o ---0.24 SOUTH, 0.13' EAST _ -- ----- --_ — -- ----.-_--_ ---------- Df21VEWAY --------------------------- _ CD"=°---I-__ ------ BENCH MARK #1 ------- -- --- z (PNT 113) �} --------- ---- 9 PROPOSED `�to.00' SINGLEFAMILY 26.0' I / '- S89°50'24'E 15 00' SET 1 2_' IRON PIPE / y RESIDENCE i 789'50'S4'E 15.00 _ ELEV 21.75 N.A.V.D 88 _ M 2136 S.F. LIVN M ( IG q If GPS RTI< M a N STAMPED "sr LuaE CO" _...,., �w t..;v. ,,,,�, „-:_-,mot-,...-.- N89°50'24"W .. _ _.. 27s3 r 15.03" EAST SOUTH LINE OF THE NORTHEAST QUARTER SECTION 17, TOWNSHIP 35 SCUTH, RANGE 39 EAST e.a' ;, -,q --__ FOUND 5/8" IR&C ,- -- -- -- --- -- - -- -- -- -- -- -.._ ._ — ^' _ STAMPED LB 7673 CORNER NUO°21',37"W - 32.72'h HOG MIRE FENCE x x---x "'FENCE 9.93' NORTH, 1.27_' EAST 5so.z3' FENCE COPfJER 2.73 NCRiH k x x_—x x--x _ FOUND 5/8" IR&C S89°38'23"W 405.60' 37.33• 12V STAMPED LB 7673 FOUND 1/2"IRON ROD &CAP r---------------- -- STAMPED "RI-5S 2391" I I -S89"38'23"W - 15.00' (OCCUPIED) 5,000 DRANFIELD+AREA O O LOT 2 �- 589°38'23"W - 15.00' O (t11.105 ACRES) x I SET 5/8" IRON ROD & CAP STAMPED "I-B 7673" FOUND 5/8" IRON ROD & CAP (NO IDENTIFICATION) 0.53' NORTH, 0.59' EAST SOUTHWEST CORNER OF THECOPI SOUTHEAST 1 /J1FH' RANGE 13 EA TOWNSHIP 3SO ILFW (PER CERTIFIED CORNER RECOR N0, 102520) SURVEYOR'S NOTES LIMITS OF PLAT 1) REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED, WITHOUT CONSENT OF THE SIGNING PARTY OR PARTIES. 3) ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NA,VD 88) AND ARE BASED ON G.P.S. REAL TIME KINEMATIC OBSERVATIONS_ 4) DESCRIPTION SHOWN HEREON PROVIDED BY THE CLIENT AND/OR THEIR AGENT. 5) UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS PART OF THIS SURVEY. 6) OVERALL PARCEL CONTAINS 11,105 ACRES, 7) THE LAST DATE OF FIELD WORK WAS SEPTEMBER 29, 2016. 8) THE EAST RIGHT OF WAY LINE OF BROCKSMITH ROAD IS ASSUMED TO BEAR NORTH 00°21'50" WEST AND ALL ARE RELATIVE THERETO. BEARINGS SHOWN HEREON E 9) BY GRAPHIC PLOTTING ONLY SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION "X", BY THE FEDERAL EMERGENCY MANAGEILIENT AGENCY (F.E.M.A.), ON FLOOD INSURANCE RATE MAP NO. 12111CO165J WITH A DATE OF IDENTIFICATION OF FEBRUARY 16, 2012. w w 191 0 x O x N � O O Z -� FENCE CORNER 2.22' NORTH, 2.01' EAST 15 FENCE CORNER 3.67' EAST F,LIMITS 0 PLAT 4' HOG WIRE FENCE 6 FOUND 5/8" IRON ROD & CAP 89°a8'23"W(D7C) 855.85'(D/C) STAMPED "LB 7673" FOUND 1/2" IRON PIPE NO IDENTIFICATION (PASTURE) (O.R,B..3104, PAGE 209) WELL AND SEPTIC 0.47' NORTH - 100' + DESCRIPTION LOT 2, ACCORDING TO THE PLAT OF HAYS SUBDIVISION, AS RECORDED IN PLaT BOOK, 71, PAGE 12, OF THE PIBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, (P) PLAT DATA (C) CALCULATED FROM FIELD MEASUREMENTS (D) DEED L .B. LICENSED LI BUSINESS O.R.B. OFFICIAL RECORDS BOOK U.E. UTILITY EASEMENT DIE DRAINAGE EASEMENT —OHU— OVERHEAD UTILITY LINE F.F.E. FINISHED FLOOR ELEVATION C.M.P, CORRUGATED METAL PIPE VALVE OD DRAINAGE MANHOLE SS SANITARY MANHOLE FI HAND HOLE CONCRETE POWER POLE WELL T CABLE TV JUNCTION DO'< SIGN SANITARY CLEAN OUT WATER METER 0 LIGHT POLE OJ WOOD POWER POLE 0 P yYa FIRE HYDRANT GUY ANCHOR CENTERLINE 1,10. NUMBER CONIC CONCRETE R/W RIGHT OF WAY 226.26' e / I j PROPOSED t _ POND TV I I 1 I FOUND 5/8" IR&C STAMPED LB 7673 WELL AND SEPT IC C FOUND PRM LB 7673" FENCE CORNER 0.50' EAST ,i-LIMITS OF PLAT Ld 00 fD N O LIJ (w7 ILIIL o < � M ti5 ,Q SET 5/8" IRON ROD & CAP 2' OFFSET EAST STAMPED "LB 7673" FENCE CORNER 0.26' EAST Ili 4Fd> ^ LL s. a O N O' Z C ® LU m cm 0' 6 'u A mad' a J rc (n c O N j f6 Y1 Na 0 mv053 0 `o o atS v)E>aCL n 2 Q c W 0 'a v L; a y On m m �. 00 m n"n'n m J w m c) Z n/ t:f' Ln O 0 u m " CV -I L G N r rem 6 r LI.J U ( a ( C) o p t' CL z a IJrt rn I O -S - N o m 03 o v p n w W O Z x JE JE IF r z w U f IE IE IF IE z o IL w _ _I MICHAEL T. OWEN, P.S.M. #5556 1934 TUCKER COURT FT. PIERCE, FL 34950 phone 772-462 2455 � T 1 MICHAEL T. OWEN PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION #5556 SIGNATURE DATE: Z-4 04 4'- 4" 're'lls5 I 1) 116) 0 rr--c 0 1 LA - N J -O N 0i M `9 0 LIB- LIZ. CAe PoQ„'T to°ow' M J I I r to' - L L11 eeisI L11 Jh-I u , Lq"III I 12'-2 211. - ouT I oR _FUTURE ..-KITCN6N � [iLnoeh L - - • • I L$$o • • • _ _ 4flCARS NM OlePA'Flow. fap J i {- ACA" I I 1 R1�lI _yaL.ISILK 4 vtw L _ I 1 �R 13' 8• pr r�xx ►ramO _ EXNGHO°DN w� (otlmxr �R^N) I 1oec�a Q I I I I �1'f' I NZG9e. PANTe� I e S 1 • f • g R 124 24 S. �N ' a' I •/�/� 4,—Z" I _ Q�NZ� R.�t-L EF T -- - 777 Jn ��po lo'-4 `I 4� — -l" z')�o Hook ant lG _ I • lnecW DR...KT, p•cwS �t5 o 1tcIL�A R ORA1nl � �- • M�T2 ATTIC VENTILATION CALCULATION ' lie z®®° Pt=r D2 2136 S F X ROOF PITCH MULTIPLIER 1 18 = 2520 48 CUBIC F L n _{ Po�erk4 I F4Co-4 l0- 10 t0`-11 ----r- 1 O-UT S114K tg'-�'_"�ut 121+ GAPdJ4L1A , I Pe- II 00 FtvPs, jr(_s I 7 I COFFhctZLD GIG. @ 4 tr r ^ � O I �lRI'dLJSl7 I' -Or a� M 7-0r � i rr q' y�e bt�fror,o g o - zes • SG'�P aor�I 3 �e �5 _1 � e � Spe9 � 61�F'O�D •, i t t It 1 1 . t• , N /I , 1 . d ry r tt (WALKERS ESTIMATORS MANUAL) Zl 0 3 -o A{ -A• 4 ' � 1,+ - 0 4 41 G O ¢ 11 -4 3 2520.48 / 150 = 16.8 S.F. OF REQUIRED VENTS (SECTION 806 FLORIDA BUILDING CODE) - O l' -� 3 41 'cl 7" X 22" =1.06 S.F. PER VENT , 231.3 LINEAL FEET / 8' = 29.91 VENTS 4 lo•1%w, ID 28.91 X 1.06 = 30 S.F. OF VENT AREA PROVIDED 6• ' NCDC, 'C u1Gµ r u0 QeNz31 , LaS. P.Wf ob`f.I PESRasI �s --- zc Cs�$ L -.5 J 11 t �j�IZc c I.,cc-.ems 9-z .(dty �MGh (hA fi-r�3CEJrL :o L9 .. I N eL—s S3D�OC�M Z a m zcx8° QO lo•cc aoRP T. N.cyPe. FaYE2 ns 113 L lo"'Sw. ZGBoN,L, y�' � (e•cti. „ IOt �u PkT-9EI F Yor _ - W-0/' LAO L S z ptr L3 s.r d z�y0�1ILm f (LI LEDF STENEASORgTTgCHMENTS'THESPONSISILITYOFTHE`9 ONi CTOR OfREC0"ee kN( FAMI) M �S SHOWING .rC IS ANDM EN6�Y�mu OE 101 0bor+sAND meows ARE rn M P NS ANL ALL PROPOSED WORK BJ TTO NYCORRICTIONB ED FIELINIPICTORS TNAT NE n2A IN ORDIR TO FW ALL PPLICA*LICOCIE, I kW ST. LUCPI RE IE RE IE1I Ep SO N 0 5 slcavv\l E. F 00"' .G1 ... L.\\LI ► �C o 213Co , F riecibar F�e.H 14 2 SF e:EAe- Plcele- t 64 S 5 F CAr-focr 5176 5F g-ro lGXfo E 134 sr 10rAi- 35;lprs U M a V o 0 O U � CA W > A tAO 5v celV�,P Mc.T+hL- noaFIt-zl M crc� C7YG Z3r TY �=Ov 9t Or 47r O/, 8—Onr Olt O 1. -A CAA = y4„ /•f\IUIUClTAR 4:AfEDl1LE TRUSS ID BEARING TRUSSACrUAL---SIMPSON WFINECTOR(S) FASTENERS POINT(S) UPUFT(GROUPED, WORST CASE) CONNECTOR(5) UPLIFT DESIGN T03-TOq EACH 916# 11) HETA 20 1830# 9-20dI12.1/2" T05409 i BRG 481# (1) HEYA 20 1830# 9-30dx1-1(2" BRG HANGER BY TRUSS COMPANY 709 1 & 2 BRG 159S# (1 HETA 20 3830# 410dx1-1/2" 3 BRG 3147# (2)HETA 20 2500# 9•IOdvi-1/2" (1) H"M20 1175# 10.10d & 44/4"x2-1/4" TITENS NETA 20 1610# g-iOdld-1/2" n0-ni 1 & 3RP BRG 2 BRG USS COMPANY n2 1 & 2 BRG HE 20 1810# 9-10dxl-3/2" 3" BRG HETA20 2700N 1810# 1810# 9-10dx1 9-10d81-1/2" 9-10dI11-1/r T13-T26 EACH "2741#(2) HETA 20 T27 1 & 2 BRG ) FIE'TA 20 3 BRG ) NITA20 2500N9.10d ltl-]/2"►HTSM 20 1175#14o"d 1/4" TTFENS EACH 75S# (1)N€TA 20 1810# 9.10drt1-1/2" 130 KING JACK 1 BRG 743# 11) HETA 20 1810N 9-10dx1.1/2" (1) MI516 (1)H6TA 20 10000 I610# 1410dv1-1/2" 9-SOdId-1/2" 2 BRG 591# HIP IACLS 1 BRG 157# 2 BRG NAILED PER 7RU56 COMPANY (1) MIS 15 VALLEY 4$"O.G 672# low 1410fiQ-1/2" TRUSSES 48"O.G 672# (1)MTS 16 1000# 14-SOdrl-1/2" PIGGYBACKS " I WIM nnTFn lZM17.ALL LOADS TRUSS INFUKMA I TUN I ARUV rnvrvi 1 "11 vr,... •..,..•.++• ­.-•..-•----- --- REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES, SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. CsA1�l.� U, �_z ppie t P_Z P-z �21vcal= P,2'6� P-z i-S l%%p `? s ROOF SHEATHING NAILING ZONE INFO. ZONEPI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4` X LENGTH W/Sd RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD. ZOEE NP3 S' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK O 4" O.0 PERIMETER & 4" O.C. FIELD. NOTES: 19132" CDX PLYWOOD SHEATHING 25'- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL.BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM D226. DOOR AND WINDOW BUCK FASTENING DOOR AND WINDOW BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS AT 12"ON CENTER, WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER THE PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1-1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME). BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. NOTE: STUCCO ON RIBLATH OR PAPER BACK SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6-O.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. X" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. W CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS %0 MIN. , 'rrLkZZ> B N E LPdrhi o fZ <�•Ek-15 @ ynv.L. I O.L FIEL_fj '2IMP20W H�rA 2 ��v r3000far, I FILLED GEI1 FILLr. P GFj �f I aGGO FI i,11e, H G*I.GPn;7-`f c01rUM f4 Cj klp_ ILI SPI(-N of- IZ-)c I Z " BF.&- c -TY�Ip App -T-�11a� A P12 WALL SE i-LI M 1 1 I�Ei PSI I_ I M11 UNTIL NO, LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM Ll 2'l0" 8974# 703" EF24/17.10 LZ 3'-r 897411 5591# 8F24/1T-1B L3 4'-0" 897511 13-77 4859# I BF24 ST-SB L4 4'-r 8672# 4292# BF24/IT-1B LS 5'-4" 7342# fjj 77 3607# 'y BF241IT-18 1.6 S110" 60M 6,94 295# J1,52- SF24/1T-111 L7 61-6" $3600 29S90 BF24/IT-18 L B 7'-6" 5681# 2571# t) 8F24 1T-SB L9 9'4" 3486# L°L 1811# ZZ BF213T-111 L 10 10'-6" 2781# 14580 RF24/ST-18 L11 11"-C 24230 7 1272# 8F24/1T-1B L12 12'-W 2193N 115211 1AA, 8F24/1T-18 Lis 13'-4" 1938N :p e¢ 962# BF24/1%B L 14 14"-W 1697# 887# BF24/1T-I8 L15 14'-r 224511 8230 8F24/IT-18 LIE 15'-4" 205" 767# BF24/1T-16 L 17 171-C 1609N 6371 8F24/1T-16 LIS 19'.1" 1282N S46# 8F24/1T-18 L 19 21'4"' 1114# 48011 8F24/1T-1B L20 22'-0" 1097# 461# BF24/1T-16 L21 24'-W 884N 416# BF24/IT-18 II IN= NU Mom LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED COMPOSITE UPLIFT BEAM LOAD RL-1 4 8060#9177 4409# RF22/1T-38 RL-2 4'4" 8060N 42240 8F22/IT-18 RL-3 s'$" ROM3277# efz2/ir-IB AL-4 5'-10" 8001" 317611 BF22/1T-10 RL-S 6'-8" 7915# % 2758# y 9 8F2Z/1T-3B RL-6 71-6" 57430 2442# BF22/11-18 Rl-7 91-B" 3129# 1293# 8122/1T-3B NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE, SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. CAUL Ktti STLMCo Int 1 t av-r� u.{ 1r{AT E� QZpOF 1 f.� l� Ccolac�C•L"� S�A,t�-� ✓ilk-ic, tIvST.aGG/LQTI�N� CCcd' dF n.Lt-1t saIEaES) )T T-SC. 5V GK.trn-P F^Et-A�-.. Sz,00F I I�R G- O►1 •� A� FF�T OtJ 6/a PtzE-Tz�xe . �s - gtr �P sow Rrr-r , 'ZO uALL.S ?SY Corat�eco� OPTFoI�7AL_ t'E.C-aKJ'•-rl✓�- 1•Y1F� t'RLL`7 �,-;OtL.O�jLLtJiZ' 101� °"'' _ . . �r-C IT *& 79k? CdCo �• z gL.00.IL,L�Ca C� ro'-o"olc, � Co1JT• @NLI®deRt..Oi Iz oetit> f ALL dI c, & `^LAL-t.S CZ%COL 4tfiS S BM 6LK- I 4k S' C3Aa0= S•/a, 8F+t1R.SG 3I4 �LC.l7 IL15VC-/�TIOHJ •dl \i ' F'♦;IiCI►ST LI".JTO-,(� Cam.. - Prf1 tX2. Fue lax, is Itaole, Done$LnLL1aDo.FOPEI�'11�5 11!-514 MIr.O, oZ. MI - Fact_ INSL1t-.4YlbN wI R-41'L'. H��CEI. PLILSJY. LF4P SI�IF-SCo p1� ttpvSE wKAp PTr 1X4 rruT-�Jr.,Co �'-l[n"o,C, $' OOIJCir.C'TE. 6lC+L` K, w/ PN GILL (a fo�il"o.c, M4aC. bloc-. r-c.cee•• Cc.PI•.Lra I sKg PouKEV PE21r t�T 7LA,LJ CA,P w/ t ik5 tSP.e cbraTi CD1K( hDT..y, I I I Li I N E A.T'La Ti FIL.(� 2�- I I I - -� L ►E1 III I w c,b.L.• ION Certification for ian load Comnlianm 1. DESIGN CODE: Florida i'J/PfIVT7*L code 2014 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is:_EnclosedY,Partially Enclosed_Open Building 3. Risk Category: _I K 11 _III _IV Exposure Category: _B ZC C _ D Adjustment coefficient •I 41 4. Design Wind Velocity mph - ASD - LRFD End Zone Width ALft. S. Mean Roof Height: ,eft. Roof Pitch: j�:12 Parapet _ It. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30 ' MRH(worst case)) Zone 1: - one 2:-�7.Zone 3: - W,6zone 4 -j9J Zone S:-�PL�3Garage:A 7. Design Loads: Floor: %S PSF Roof/Dead:/� PSF Roof /Live.MPSF Balcony. _PSF Dock: _PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF 8. - Were Shear Wails Considered for Structure? 1t Yes _ Not applicable Explain Why Not: 9. Is A Continuous Load Path provided? 'Yes_ Not applicable Explain Why Not: 10. Design Soil Bearing Pressure:20DO PSF cTRUCTLIRAL NO_TFc• 1. STRUCTURAL LUMBER TO BE HEM -FIR # 2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRES VALUE 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2500 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1.1/2" COLUMNS 1-1/2" S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 9596 MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION. 7. DOOR &WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. PRECAST/PRESTRESSED CONCRETE UNTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADORnONAL INFORMATION. S. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. 'NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER NI 7 S: DRYWALL SHALL CONFORM WITH SECTIONR702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUT DING RESIDENTIAL CODE. WALL AND CERMG FINISHES SHALL HAVE A FLAME; SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SM0XE DEVELOPED INDEX OF NOT GREATER THAN 450. ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTATE7'ER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE DEVELOPED INDEX NOT EXCEEDING 430. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 73 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. TABLE R301,2(1) ........ .. _......... !NA WacmWINTER tiP"o T4Pe#nPhb OBSHGNONhetF" NA CATEGORY^ We#tlprin ' PCepth'mat P T4rmis TEMW BHaPIp,8301.2(4)_ NA N4RI{Bible NA Vmry_ NA NA I NA 11 (2,117 17ef- .IT- Fl iv/17 IqFIsla C �3(r? Cel�ryEP� I Q O w C? ," \AAEL J. ,q 9 kOF Michael (,1 Seel AR96698 a rl qaq o r O O lu 01I w' U ¢I� 3qq _ Q ELECTRICAL LOAD CALCULATIONS 2136 SQ. FEET 3 VA 6408 VA 2 APPLIANCE CIRCUITS 3000 VA 1 DRYER 5000 VA 1 LAUNDRY 1500 VA 1 DISHWASHER 1200 VA 1 REFRIGERATOR 1200 VA 1 RANGE/ OVEN 12,000 VA 1 WELLPUMP/WATERSYSTEM 4,500 VA POSAL v< 80 VA 1 WA16.f; HW4i� 4500 VA I IR 10 LL 4500 VA SUBTOTAL 44608 VA FIRST 10000 VA @ 100% 10,000 VA REMAINDER @ 40% 13,843 VA 1 A/C & HEAT SYSTEM 12,000 VA TOTAL 35,843 VA 35,843 149 AMPS y 240 USE NEW 200 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THR Mkm vx ar ¢ eu, 64%aD T,E4 ro %L.0 4 , to; x— L. C*A% ADet�ei-- t Rip E LS C:7, D k C��TPE2 SE¢ULCE NiS Z•vV¢ AIL wN 4 cc'" L Z"J F�tae€ i 0 ,i4t zluo 5F 14 Z Sf e4e- Paf`cNF ✓,rAs 4F �,ac�o c.T 5?G 5F y?hli.P•% ii l °f� SF `idTAL. 359'1 5,f, 1)18j171 Pe+ ortfo/►7 �vll% �13f!% EftblS0 W U z w 0R 9Q ■Loa Leh.J� OF Fi V 1 I NA1