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HomeMy WebLinkAboutBuilding Plans• • • • • 0 0 0Ir • • • • • • • • • • • • • • • • • • • • NOTE; ALL ELEVATIONS ARE A55UM ED RELATIVE TO THE CENTERLINE OF OLEANDER A vEN E. - fa .. -- / L r. 6' of 6' hl h Landsca In Hed as rikulred 5t. Lude Go.'.. Land o rn tu f Development p 9 p n 9 6edlon. E (pg. 498). G1 ' .. Ink evelo ment Gode,.5edbn T.09. 4, 5u O. z W O Lqto LU to z o So ti w • to � zin ,���, GMP AG i I - 0 • - 3 a.c : N 0�!4s 3s • \v' M t�� -A Z LU OP. SL rnm ga I m H I �! /, 9 W 3 u. ILI W i n CQ17 h ' Y W•____\ _ • ,_ O w ' • — tu r LLI s rLLU LU (K + x In 20' 24' RETENTION: RETAIN 1 st ONE INCH. I v n O Q' 3.81 ACRES = 165,963.6 SF DIVIDED - ,u BY.12 = 13,5303 OF REQUIRED. • i W , iY I (80':x 30') (200' x 60') x T DEEP---- < 15,400 OF PROPOSED ' Gen. Direction Oj of Flow w: ryroG � S: H s?..' Remove ErazMr�l7lGes & Australian PWAO to uE 501.20' p w PLOT PLAN 1 " = 40'-C'- ' W " z All VARIES - SEE NOTE ABOVE 36" 24- 36" 24" 36, 12 lK W - m< 4" GMP SECTION 1"=40'-0" C ut - .. Z R - R SECTION 1" = 40'-0" Ft. Pierce MA50NIC L006E _ O � r By G. M. VgORLEY, INC. C4C054074 STRUCTURAL. ENGINEER; MOSELEY COLUNCD, F-E- FL 6412 5 - 5 5EGriQN 1" = B0"-®• General Contractor 110 N.N. 5th Street, Okeechobee, Fl. 34972 10151N 11th STREET OKEECHOBEE, FL. 34014 Date: 6125/00 Revised: 111at07 I Scale: as noted The attached staled plans have been designed for and ore in compliance ' wSh Section 1606 of the Standard Building Code 1gg7 9Aition Approved: SHT: 1 OF • 0 0 0 0 0 0 0 0 0 0 0 9 0 • • • • • 0 0` 0 0 0 • 0 0 0 9 0 • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • •' i OPP „ NOTE: ALL ELEVATIONS ARE ASSUMED RELA IVE 1 TO THE CENTERLINE OF OLEANDER AYENUE. ® `loeI l .It GENERAL NOTES elate tj; y + " w 231 186' of 6' hkih Landscaping Hedge as requi ed 5t.i Lucie Go Land D - All concrete to be min. Off c '5000 P.S.I. at-26days. ai4 ,, Development Code, Section 7A9.04, 5ubse ion El (pg 448). F ss 3 Soil bearing capacity for this project is 2500 psi. q •Q,o Compacted soils shall be tested to a minimum of q5% of Modified Proctor In accordance with ASTM D 1557 and Q 11- a g s> T compacted and tested in lifts not to exceed 12 inches. w Q o oy i P I o �r'roa • � � -Reinforcing steel shall be min.. grade 40. Reinforcement sh rn z: , ° {}° • i a 9 be placed In accordance with AISC, CRSI, & ASTM 615. p f;' 15"x 60' 96„ 10 Reinforcement of laps in footings shall be 25". Comer bars Z N CMP AG Ca uYne O are required at all outside corners. }- o crate N� w f' m 9�rp Hf /k. • \ o Footings shall be a min. of 16"In width or as indicated on d In N.F sh.,a, Aces • V Z p f 3 Na g^, e a Roof DL & LL = 50 p.s.f z v r — _ o Floor LL = 40 p.s.f. p t �a0 ( ~ • $ - All pre -cast Ilntels to have min. 6" bearing. W d < '' x' - .o OADING - - to f v 1 Either "Cast-crete" or "Powers" " " -.: a "^ o �� J • See final engineered truss drawings for uplift loads. z V £ 31ts m Poe , The Design Pressure for this project is 31.46 psi. (qz z 4 \ m o 0.00256K2(IY)2- 37.46 psi) (x = 120 mph.) m H o 'm: Glazing at exterior doors, whirlpool, shower, bathtub and similar locations will be of an approved safety glass. T v I " ` N Poison soil beneath Slab prior to concrete pour. ' U! '' Pbsn3g3� , yA'a,.— — — — — — ( w Poison surrounding soil at end of construction as �yy �% i� rs Sle `rob 73 w per State regulations. H� : "Nl N 4�'� • i w w ee... i 8� c baef6 O w es� • l i fPA 1 ------------ z Ca ( a i Rion lrequired tu Z �'% y,5a° r�r, e • installsf .. w O I �Qa o m The in at a fire alarm system is required un a — separate permU.11 " z > z , -- e - Autom If forthe HVAC system is required. w 62' -- - A KN© required D .. _.. _ � Draft ... < . sto In In attic is nat 1� .. , � 20 24 RETENTION. RETAIN 1st ONE INCH. pp 9 �� OO p �' Ya — I 9.51 ACRES = 165,g63.6 5F DIVIDED Z: h-„ , , ) I I BY 12 13,830.3 CP REQUIRED, • sA ST. LUCi'E (80' x 301 (200' x 80'1 x V DEEP = yh - COUNTY BUILDLNG DIVISION 'V_ X ,i r /.. - 16,400 GF PROPOSEDDT.' WEW'ED FOR C L4LNC tK REVIEWED B _Gen. Direction DATE it �PLAN : tx �. 1 r of Flow SANI_ `� oryw ,3 �sr G sn% sr/N6 n3, ORNOINSpECTIONWILL BEMADE ONJOB x ^� O'= ; Remove t}aziliain Pepper Trees ST. LUCIE COUNTY � & Australian Fines FIRE DISTRICT OwFUME NMI! E p — • o=— lu to O s _ ---- -- * SUBJUCT TO FINAL FIELD IN ECTIOR tn PLOT PLAN 1" 40'-Ott W Z BY:....ko�44E: P 36" _ VARIES -.SEE NOTE ABOVE - 36' 4• 36". I lie NO ¢ Ul SEE ATTACHED REVISION SHEET y IL e— 2400 Rhode Island Ave. Tel: (561) 462-2312 12 a GMP''' Ft. pierce, FL 3 a3 0 FaN. (561) 462-2323 a Z SECTION 1"= 40'-0" D - D SECTI N 1• t 40-� - 4'-'�4p�� to IL z0 R-RSECTION 1"=40'-0' V '325 5/8 --4322 3l8 r It,„r� Ft. I Pierce MA50NIC LODGE Hy G. M. YNORLEY, INC. GGG034014 O v r101 UCTURAL ENGINEER; MOBELEY COLLIN5, P.E: FL 6412 S - 5 SECTION 1• =$0-0• General Go treet, Okeechobee, Fl. W72 SYV17th 5TREET OKEECHOBEE, FL.34974 The attached seated plans have been designed for and are in comprance Date: 6/25/0 Revised:, 4/16/01 5 as noted with Section 1606 of the Standard Building Code 1997 Edition Approved: SHT: 1 of 10 •` • • • • • • e • • • • • • • • •: • •0 0 0 0 0 0 0 0 9 • 0 0 0 0 0 • I I I ! • f • • • • 0 • N �IN Hm ryOEN&N6 I� 4TGRA BAR 2"FROM "m"� rvrc>h — —. — WALL 3 'AFF(' N DOOR SCHEDULE SYMBOL SIZE MAT'L. REMARKS �D 1 DBL. GLA55/. STOREFRONT%I`t" 1 3068 ALUM D 3068 MTL./ NOS: „ TEDI.WPANIC _ =DSE* .4 INSUL. H D 3 3068 5G 1N, RATED V4000 f1419"ATGt 3068 SC IN. RATED j WOOD w 5 3068 so NOT RATED OOD 15M FOR TH1,5 DOOR T R6 ,MUST U is' " e1:tN.F3ING 15 OCCUPIED. '' #33 FAKED 56" GRAB BAR WH MAKER 3s°AFF(TYP) I I 11 V SEE DETAIL, 5HT. 10 OF 10 \ O FOR OLEARANGE MW4E! C. Collins. P.E. FIOI1118 6472 g - 6 T 24Wx 12'd CONCRETE SLAB 9 112• BELOW FFE g •� / i SLOPE AWAY FROM BUILDING 33 FIXED ' 33 FAKED • :.: 33 FIXED #33 FIXED 107.SV!7th Sheet 5 I MULTI -BODY OFFICE \ nlcaopnoNE 14'x 11'11 tm lu - - w FLOOR COVERINGS: ASSEMBLY ROOM 15 CARPET; ALL m OTHERS VINYL Oil CONCRETE A MINIMUM CRITICAL RESE'S m 0 IN EXIT I STER 5' \ w w RADIANT FLUX FOR CARPET 15 ONLY REQUIRED R �JJ 92xs' wi 0' z _ ACCESS CORRIDORS AND ENCLOSED EXITS, OF, WHICHtu 3 C THERE ARE NONE. (5BG 803.8.2) VINYL IS EXEMPT I SPEAKER FROM THE REG2UIREMENT5 OF SECTION 803. (SEC [[gg�qiipp��PH. m p 803.8.1) /// ��� SPEAKER REVIEWED OOR INN V WALL FINISH: TWO GOATS OF ACRYLIC LATEX PAINT 3 4 caowoN REVIEWED the O 0 N6ALL`�G- �. 4 in.i \• r5o DATE tL PLANS AND FERMIp¢ / RAGE e OR NO E. NJOB tK _ "-, B ARD \ , nlceapNauE /b x } D03. _. . ,mum -- -- — — — — — — -- -- — - YVINDOW FRAMES ARE OF A NON-COMBUSTIBLE 4—� — — — -- — — — — — - — ! I q MATERIAL Ft. Pierce M,54NIG L0007. 7-1 FLOOR P1.>�N 3I1 b" = 1'-011 8y G. M.'Y�IORLEY, INC. 666034014 STRUCTURAL ENGINEER: MOSELEY GOLLINJ7 P.E. FL 6412 0 General Go th Street, ©keechobee, FI. 34q72 101 SW 11th STREET OKEECHOBEE, FL. 34414 The attached sealed plans have been designed far and ark to compliance Date: 5125100 vised: 4/16101 le: a5 noted with Section 1606 of the Standard BI:Iildin Code iqq, Edi�lPn g Approved: 5HT: 2 of 10 • • • • • • • ! 0 • • ! • • f O I i prow �, [QNNELTm ro I I ' FIRCNI'Rn � / Y� b SOCIAL AREA o \ 34'x 20'4 Lr "1 \ cbC) D / �$ O � �ivxo" mwvm�a \ p w NOTE: 4 I �. w RESTRDOMS FLOORS WILL BE pb�oE g / PARAPH. a S:z CERAMIC, TILE. RESW TROOMALLS eaepweipaa. / 14'x.10' oT'i I �. FInURES*N noumacwrurc aaNlENr61mN WILL HAVE A CERAMIC TILE WAINGOAT arc Q HALL D eu wlu.me,mun a«. — z A MINIMUM OF48" HIGH.. Z wlemrdme ecmm.. I I n cu II �j nantaLGUpNIi (ANT@IT516N .. 3 NpfN51Xm NIY ebWlglMtlXmaMM O[[upYll —� LL W � coebddlneroaemey amm Ns» ". \ "_. pmorortmY lad,m.. � Ewt 0 wrvoENUNo- 8 \ / R.G. WIL50N m >- z !X ui \ \ LIBRARY # o U - ENTRY PORCH -1 r ._ —7 ".. — — — — — — — — — c a 1tu _ / SPEAKEFt� O SPEAKERILI \ is r, III V h © 3 nILpOF�E (3tu V � / x ° INTERIOR FINI5H 5GHED. • • • • • • • • • • i • • • O0 10 0 0 • • • i • • • 0 • • • • . • • • • • 4ENGx '. IOFNGN 0. . •. . ',L V ;' ' ..' v Y.• Frrth iiat a. 24'wx 12'd GONRET85LA6�1/2 BELOWFFE. �I G lOC dY.l l./ C ,..9�x 33 FIXED 2.—FIXED - 1T6 RIMR �_oI 33IXEj ' 33 FU(ED �.� •.. < 33 FtXE '. rC 3068 3068 Mtl. ,.Insui. INH IGE / Insul. 1®7-SW 17th 9 _. / MAKER I a olce®brwbw, FlorWtl U97-4 1016 0. I -_-I In _:... ' 0 C1 I 11 5 / 1 ON 17 V \ i i/ O O_ W W Q. _rPRt<slaN 1 ••y,� 3068 IU z- v D'a I 0010en 00 tu 3068 Z ~ _ O NGeR �.Z m D NIWDIER I I � 0. 11 °1 a o �. !I ' � b Fat 68 .�.� 30bB 3068 iM � MR a 1 I 4 PUTURE bM 1 E+iT t11 a a 0 I NDEN61N4. v 11 3068 me MYA1f.RIATEPNIY 11%ILiRIMXb 1m txAJ: 1 1 1164�biP91NE1131 NDENHNO Z a,rz_ f 1 0 n 3068 1 I N uNDERuxtxr ofcnxb. o f. 3068.e rRParmawrJncoHaro a Q * k a ' ' 0. 14 i'4 1' - fANDRfl£JO�UIPPA TD * � I4RDPMDN MIGVORkMEWLY. z �� W.Z f F I a O ° Db1. 3068 -- -- lK WlK { .. 1 1 ill F SPEAKER SPEAKER A 3068 Q T11FA1IDMb MG T 1 i 1 z W LONLIIETE/b UIPIDr '. 1 1 I y{{t ARUIOft L4 Y I I, 1 I 1 1 I V 1 Wall1 41FY Pr6E2 1 vi�i � � d1STRPM i I I n UL lu at 1 11(Jj- 91p"R5E1t 1 d Y O $ d1STREYI I � MI %10NE R] tlYFl:.. id i 1 I 11ttiU1PRNHN41e11ID'Fl.' j 8 1 RWDwN WATmMbt4�. NIrADPN k 1 /Z y JD915®16do.wtlM1_W' (M UNN) M Z v y MILMPMONE Td4 R@'tlOD 4HIJN41 L IINDEIYAYMFNT DEGpN6 MILPLMIER 4 DML : I DW PEPoMEYPR RYIDutlh214 iYPIGN.PRM11Nb 1a11LV➢: � t 1 a JD16f5019uc. TWPhTED bA PERIME(FA LLT I A.P°1MGUIINK&u W4'TW Tmft ,Y IWM19H' 1 1 M1YSW'OD UNDERIAYHRIf Tdb PL\VpOD I t DELYJN4. UHDf81AYNEHf pE(A]N6. q2 514'a 4e' 13'11 "b ci � in TYRLy.PRM1MYbbdhkY%.' W 4f1 zw PEwMEreft DnND.Rn sl9 1 i i � �Q� 4'2 5' JOPwvmIGUTA T01. 1 i e4�GV ' x w� D ur1Nicu tt�ikindb v W ry 1 Q IU . 'IYPIUI.fRM11N69M IEYFIt /�Y ry • miOWC O 3 o` _m aL./' ?: ,r r BR'PL1E0EfuYAEKIIGFE+oRlwliara aH t-------------------- NV' I_ _ _ _ __ Rlz _ _ _N g`V `P•a' 5 �O �VuQ jQ 068 SPEAKER�R 3o6B 94 • -1, tN� qy Y " yL 15y �D M ./ PNIPI. �. ��I TY%44.PRHMN6INILV9: x �y lh i. ':'� 9xz 11RFAfFDMPEWMETFA - ,4� i iC W z 1 a m Q 1\ '4'2 5t1.4—.- w+��° 1 1 uNDeuAiiYExx°e°nN4 ;� 3068 u tu Z1 / TNFM�• bTNrI.N. Q ANGIDR _UFILY IED iO i PXOHE�I .: p tu u W _ r._.1000 4 T x V. HCIFR� aC T Ft. Pierce A �o M 54NIG LOD GE KZ n 1 By G. M. MORLEY, INC. c�co�aoYa if DIMENSION PLAN 3// 16 - 'Q TRUGTURAL.'ENOINEEO:MOB&F-YCOLLINS, P.E. FL6412 GeneralLontractor 112 KIN. 5th5treet,Okeechobee, Fl.34g72 101 S1N 11th STREET OKEEGHODEE, FL. 34g14 The attached sealed plans have been dlysigned for and are in compliance Date: 6125100 Revised: 312g101 I Scale: as noted (,,wkh Seotioh 1606 of the Standard Suildilig Code 1g91 Edition Approved: SHT: 3 of 10 • • • •► it ;0 0 0 • 0 0 0 0> • • i i • • # • MGM?", L.Ir,YEISSB. A.E. PEAR 3 0EQ09 107 SW 17# sb iit Okwchobee, Flonda 34974 Q .'� am wo mz O�D ztu }a I zo 7- IL N t, w� w X° _� �o aZ q V14EBT ELEVATION 3/16" = 1`D" IL EL w W. o� n z Q Lu O� v z�it f oW ul +K o wJU z a AC co L T g3°A Lu 0 0 i _ 9A 5A,tDY 101 W4� y� `SYY O� 0 b lz w n xujit I z / n— u SOUT H ELEVATION 3 — 1- w 0 o� Ft. Pierce'MASONIC LODGE a By STRUCTURAL ENGINEEP: MOSELEY GOLL14 P.E. FL b412 . M. Y�IORLEY, INC. cGco3an7a 1d7 SYV 17th STREET OKEEGHOBEE, General Contractor 110 N.Y4, 5th Street, Okeechobee, Fl. 3012 FL. The attached sealed plans have been designed for and F� incompliance, Date: 6/25/00 Revised: 3/29/01 Scale: as noted with Section 1bob of the Standard Building code 1997 e&on Approved: SHTi 4 of 10 • • ! • • • S ® t �X prWNW P.tFI i %ltoide 6472 i MAR: 3 20J1 -107 SW-17th Sbgq Q vUL O< w 4� too 121 � oz F- io w z Q Q m z n. to w x, x N zv �z a, } ww to Fx. O zK Nf z O a O z rcm LUz �z a� w r- ra oK o 2LU LU 4� N �0. Ox �O Z f FF out 7 w z AD >JG �- f DQ1G z w Co CO L C 3�A ao s� 9�Y TE w•. - vA s �� LL �0 io"v�1 Z w LU Zq NROTH ELEVATION 3/16" = 1'-011 x, io z FDate: Plerc6 MASONIC LODGE 5TRUGTURAL ENGINEER; M05ELEY GOLLINS,'P:E7F41� CG'M' NORLEY, INC. cc7co u 5TUG 1 R STREET EER:OKEMOSEL E, FL. LINS4q14 eneralcontr for 110 N.N . 5th Street, Okeechobee, FI. 349'12 The -attached sealed plans have been designed for and are irl eolQ0 f�eYised: 3l2W01 Scale: as noted oath Section 1606 of the standard Building Gode 1g17 EditioR Approved:SHT: 5 of 10 � — of ! # A # i i i i # # • all # +� # i ` i # � # ! li # # i ' # • i 241ux lid z6NCRE7E SLABO 1!-BELOWFFE • _ ° SLOPE AWRY FROM BUILDIN6. `. . ~33 FIXED _ ' 99 FIXED: , 93 FIXED ' ' `y #33 FIXED 33 FUCHD D D - 01 2 I�- ICE r a � ' ® , Fft tu BL. ♦- wMrtcrenra j \ \ ep go Lu rrS,Eln ,n ORK D W E a THESE P t�S AND ALL PROPOS ARE SUBJ CT TO ANY CORRECTIONS - , ` - — - '� �� �-� 00 0 0 5 z T T HA TO R S r z �BY FIELD INSPEC � z REOUIRt CESSARY 4N ORDER TO a N o COMPLY WITH ALL APPLICABLE CODES. D D D m _ } MAY BEN e W rwaHoe enea e NDINe:NG p.. `• 1 I HR ,a1 W x 8 F � ® . NDf.NbIXG � Ntf0. P D I i -- m tu - ~-I '\ 4LL SPEAKER 9PEIJcER r `>: N,✓ uveirr wcwnaMe f MUNnM x ST. LUCIE c UN ED ® / Cc,BUILDING DIVISION 1 r. 1. , r / t ` REVI REVIEWED , / / `BG2 FOR Co L S: Y v5 m W. PLANS ANDIPERMIT 0 RL MUST BE KEPT ON JOB QR - - N INSPECTION WILL BE MADE �® 01 KIM I / SPEAKER M2TER � � � Nv ;. to! ♦u.enTMamere sw. \ I,,, , : � / - _ c' W < AIKRLHeN 0.14f@6f1, i � ` �Qe�en ri+a�M Mini ;. �\ t 4 / \� 1 : L •�`• rrxei. r�vri. MlLxoeMDNe '.i d pa erne saa,wv. 'rzn \� w ,'.. m •z W r r,w:LLxwrr u+dnemAa :. .? � LOPPW BRPTOiWTER PIPe �:.. - � MGTd ° I:t. pierce i� A50NIC LODGE W o 1-SM'OV.6ITLgMex � , ""�. 6ROUMV 00 -----o *RO ECTOFFL ELECTRICAL PLAN 311611 - 11_0" - By G. M. NORLEY, INC. 666054014 STRUCTURAL ENGINEER: 1405ELEY COLLINS, P.E. fL 6472 v LECTRIG RI5ER N.T.S. General Contractor 1 110 N.W. 5th Street, Okeechobee, FI. 5011 10-15W 1 itli STREET OKEEGMOBEE, fL. 349i4 Date: 6125100 Revised: 4/11wo1 Scale as noted The attached sealed plans have been designed for and are In compliance with Section 1606 of the Standard Building Code 1L197 Edition Approved: S T: 6 of 10 a ELECTRICAL SCHEDULE o DESCRIPTION POLES TRIP VOLTS WIRE COND. DEMAND w a yr -GEN. LIGHTING 10 20 120 #12 1g815 Qz SMALL APPLIANCE 4 20 120 #72 6000 1NATER HEATER 2 30 240 #10 4500 w tu a RANGE 2 50 240 #8 12000 z AIC, & HEAT 2 60 240 #b O- 0 AIC & HEAT 2 60 240 #6 < 4 REFRIGERATOR • • • • 1! • • i ® • N • • • • • • . • Moseley C. Collims. P.E. , Rods 6472 FUNGUS -RESISTANT "CLA55 A" FIBERGLASS MAIL 3 0 2001 DEMAND 0001 1000 g L" 1 20 120 #12 1500 zin O GARBAGE 0150. 1 20 120 #12 650 1NATER PUMP 2 20 240 #10 5520 IIL g MICRO1MAVE 1 20 120 #12 1500 w Ix Q GEN. LIGHTING 10 20 120 #12 1 19815 N Z is Lu } W W — TOAL DEMAND, 72550 z riRsT 1o,ow AT 1o6% 10,000 a REMAINDERAT40% 25020 TOTAL NON DEMAND 20000 SHINGLES ; 12 107 SW "51MP5ON" H10 304 FELT TIN -TABBED; SLOPE 0� 4974 - at ea. Truss 5I8" GDX ROOF SHEATHING WITH LONG DIMN. PERPEN. S TRUSS u.J16-8d x 1 1/2" - TO FRMG. & STAGGERED END JOINTS. NAILING: _ USE 8d 6ALV. COMM. NAILS ® 6" O.G. PERIPHERY - 5HT5., ALL OTHER SHTS. 6" D.G. ON EDGE & 12" O.G. IN ENGINEERED PREFABRICATED WOc FIELD. ROOF TRUSSESTPI DESIGN SPECS 'SIMPSON'H10 at ea. STUD HETA20 w116-1Od x 1 1/2" W116-8d x 1 1/2" R-30 INSULATION 2X4 SUB -FASCIA; ALUMINUM DRIP; 4" ALUMINUM FASCIA F.- 2X4 @ 16" o.c. 5PF. . y (stud grd.) VENTED ALUMINUM SOFFIT l I Fire Blocking shall be provided in all walls and portions (BBC 105.3.1.1) at the floor, callings and 3/4' INTEGRAL COLOR STUCCO roof. (BBC, 705.3.1.3) Fire Blocking shall be of 2" nominal lumber and be securely and tightly fitted Ink Put 400 If place (BBC, 2505.1.5 & 2305.1.3) and wwreiy P fastened Into place. (BBC, 705.3.1.3). Fire #5 REBAR DOWEL INTO FTR. Blocking shall not be covered prior toa etrAllons h (25" LAP) MIN. 6" WI STD. qO d building king s (SBG flied u1.2) Penetrations thru HOOK PROVIDE INSPECTION Fire Blocking shall be flied uct. M 4r um distance KNOWCKOUT 1ST ORB. Caulking or and equal product. Mardmumdlatan6e between Fire Blocking Is 8'-0". When. Mulling tununits together: Double u4dth dimension 8 W ADD 1/8". pw- SLIDING GLASS DOOR SCHEDULE Stud ud 1 &- H10 11 as, - v 26a2 X 15 = 39630 TOTAL LOAD = 45020 Stud uY 16-bd x 1 v2^ To determine Rough Opening Size: F 45D20 i 230 195.14 AMPS ADD 2` M uvldtlh & 1' In helgth to actual unit size. 1l2". x 8" Ig. 'J" BOLT 48' o.c. (Actual un@ size is called out size of unR.) W/ 1/4" x 3" WASHER5 _: _ 2 - f 0 AMP PANELS 320 - 400 AMP METER CAN O "vo FINISH GRADE ° Z W ns 12" Q • • MIN. - N 1- w ve x WINDOW SCHEDULE .SIZE MA50NR1rOPN6. WOODFRM.OPNG. #12 20wx26h 111 114wx 26 114h :. 013 '. 20wx 383/8h tq1/4wx 385/Bn 014 20wx 50 518h 11;1/4wx 51h . #15 20w x63h 111 114wx 631/4h #16 20w.x 73h 111 1/4wx 73 114h H32 27 1/4w x 26h 26 51&u x 26 114h H33 271/4w x as Slbh 26 Slaw x 36 518h. H34 21 114w x 50 5/Bh 26. slaw x 51 h Has 27114wx 63h 26Slaw x 631/4h H36 27 1/4w x 73h " 26 518w x 73 114h #22 373/4wx26h 311/8wx 26 114h #23 37 314wx 38 Wait 37 1/bwx 38 516h #24 37314wx 505/6h 371/awx 51h #25 37 3/4w x 63h 37 118wx 691/4h #26 37 3/4w x 73h 371I8w x 73 114h #32 54wx 26h 53 114w x 26 114h #35 54w x:56 Slbh 53 1 /4wx 36 51bh #34 54wx50518h 531/4wx 51h #as 54w x ash 53.114w x 65 1/0 #36 54wx 73h 531/4wx 73 1/4h �./5/8"SHEETROGK q. 1X4FT FIRESTOP 2 COURSES LINTEL BLOCK REINF. W7 1 #55 EACf- COURSE (25" LAP) & EN6IN. PRECAST LINTELS i OPNG'5. (SEE SCHEDULE BHT. 5)... . i. OPTION: 'POWERS" ENGIN. LINTELS IN LEAU Of PRECAST LINTELS 1/2" 5HEETROCK over 9 3/4 " RIGID INSULATION <— over 1x2 PT FURRING b STRIPS 0 16". O.C. It C 8" GMU •FILLED GELL5; A5 INDICATED, MAXIMUM 4'-0" O.G., DOWELLED INTO FTC. & REINF. WITH 1 #5 REBAR (25' i LAP). 1 4"GONG. SLAB REINF. W/ "NM, WOOD 6X6, 10.10 BASE $ g •• °° • •$I An=I,,, .006 ML. VAPOR to W I �' BARRIER LAP 6" W ^ F. 12' WIDE:x 18" GONG. FT6. CLEAN, COMPACTED SOIL &SEAL JOINTS. V+— OLITHIC FOUR (3 INTERIOR LOAD BEARING WALL 1/2" = 1�-0, REIN" 5#5 REBAR00p P51) POISON AGAINST 0 Z ,_ V> rc p1 0 IT- 4 &of LU w w tao z t V NO W f O } and w �z w p w z0 —v Wa - CAST-CRETE LINTEL SCHEDULE LENGTH SAFE LOADS LBS./LF. UN -FILLED FILLED COMPOSITE 4'-0" 1675 6406 4'-b" 1560 4815 5'-4" 1143 4615 5'-10, 1575 3144 6-5" 1565 32b0 7 $" 1550 2887 q1-4" 1025 1147 10'-6' 4122 1333 1 V 4' 800 1465 12-0" '750 1304 13'4" 651 10b1 14-6 585 qoq 14'-& 585 1341 16-4' 510 1210 1 T-4' 367 q11 1 T-4* 250 823 FILLED LINTELS BOTH PRECAST LINTEL & PERIMETER BEAM HAVE 1 #5 REBAR CONT. & ARE FILLED V1I/250O psi CONCRETE. TRU55 ANCHOR SCHEDULE: I TERMITES. OUTMOST ROD GONTIN. AROUND CORNERS (25" LAP EACH WAY). see. Foundation Plan for size. 1.) "51MP50N" H T 0 W/ 16-10d x.1 1/2" 2 -I-irpl�iAL �NALL rJ,�i•LION 1/2 „ = meets the required load for all truss to tie 3 1 HIP beam connections. 2 s 1 2 2.) "51MP50N" H O w/ 16-8d x 1 1/2" meets ' GABLE 2 /� END G 9 the required load for all': truss to frame V 3 2 connections. 2 3 5OUARE FOOT ,ROOF 5HEATHIN6 NAILING ZONES : — 1.) 8d O.G. EDGES O.G. IN FIELD AIR GONDITION 5 F 1 0 6" & 6" EXT. FACE OF 1 1/2'NAILS1 ,e EXT. FACE OF I ... F 1 2.) 8d 06" O.G. EDGES & 6" OA. IN FIELD °R. WALL " 2@ ©AF 1i4"x24"o.c. •_ A4L L W nxa;Y_ 4- 2 x #1 I7 TAPGON SCR 3;) ad 04":O.G.ED6E58 b"O.G. IN FIELD q 2 G ENTRY PORCH I �` ✓F . ALUM. WINFO �. Per MP6. P) » 86. ❑❑ 25'>MEAN ROOF HEIGHT TW05TORY -SHANK /'� ' �J �'y ':TOTAL 4qq` 5F PEI iX2PT BEV.. .4tL J'?B iIvDOYV (EV"L5 ,`.: ix8 PT ,.,,P„ ,.... DETAIL AT�EXT15RIOR DOORS nts nts Ft. Pierce MA50NI G LODGE Q By G. M. INORLEY INC. CGC034074 STRUCTURAL ENGINEER: MOStMLEY GOL41 P.E. FL 64i2 General Contractor 110 N.)N. 5th Street Okeechobee, FI. 34g72 1015N`411th STREET OKEEGHOI FL. 34q in compliance Date: 6125100 iced: 3129I01 Scale: as noted The attached sealed plans have been designed for and a�; with Section 1606 of the Standard Building Code 19g7 9p,on Approved: SHT: 7 of 10 • • • • • • • • • s • • • • 0 0 • 0 •1 • • + . • e • • • �► • • • • • • • • • • • • ; •0 o 0 • • • o • • • • • • e o • • floridp 12x12 EXTERIOR 0 GRILLE wfth BIRD . 3 0' 1.1�! - R r q . A 10X6 w; 1'10 cfm 12x12 02743 ` MAKUP PA MAKUP AIR--p�Tj /Q 12x8 r%/�G U C-��� Qr LLJ AIR 230 cfm 12x12uj 12x12 GRILL 230cfm 2306fm in 12xb 230 cfm e 2 0 230 cfm w ; q z q MEMO,, / Duc 7-1 SYSTEM #4 16X16 /16X1 f/ uj UNIT / Ox6 w, / Q}_ Y %o �ZAjlw 24x242x8 /� �4 / 110 cfm I R.A.G. 230 cfm 12x12 230cfmqAr� Duct 230cfm i161, fl 0X30 tem ten g RA.6. � ten Q- j� 1 ' { ' Nr /i71/i11111�1Ti/.D/ � �l 9ffII u iThTlllTTi/lTii w 8 flex MAKEUP AIR:' 1 18x18 b• 12x12. 20x50 R.A.6. m 30 cfm R.A.G. 2em E / :R---- 0 � ibp fm a /,,� ,` Z3 tOxb tu 12x11 12x10 12x12 11x1 --r 160cfm 12x12 115cfm 115cfm 1156fm 115cfm _ - _ _ - _ _ - - _ _ _ f "b�inQ 290 cfm % EL ¢i wsc� f# 6Y x I e I M � 12x12 z / R.A.6. $v -- - +----, /16X1 / - 16X16 !------- 12x12 �f}�j & p 230 cfm w. a �• 10X6 10x6 160 cfm 160 cfm 12x12 / 12x12 12xt2 1202 N 115cfm 115cfm 1156fm 115cffn ' z � I Q A/C SPECIFICATIONS / - ----- i' 5Y5TEM MODEL # BTU'SI A—�/, r QQQr ; w� 12x12 . `� #1 SEER A/H A42-106 R.A.G. 800001 may} V Q% (2 UNITS) COND. GK42-1 � � � � I__ --r -- 1��� -�� olz 12x12 12x12 12x12 12x1,2 1 - - S� ---------_ 160cfm 1bOcfrgy.G 1�' 115cfm 1'f5cfm 115cfm- 115cfm A�Uw `n #2 A/H A61-10 230 cfm L y c 113 B - EER 62000 i v1�13 EL 10 5 {It �'1 rII 1L1 �g[ Q GOND. GK62-1 ONO rc #3 4p @1SpEC x A/H A32-050 Z 12 5�ER 1'7 Boa � CON 0. GKJ 18-1 No Ft. Fierce MASONIC LODGE TE: ALL EQUIPMENT 15 M. R Yc0�4074 YM „�. Oil B G. O LE ING. ��� 6 - -0 34 74 ,P.E. P4 b412 y f JAN 1TROL ME iAN IGAL PLAN 57RUGTURAI. ENGINEER: MOaEL E enerel Gontrador 110 N.W.5th5treet, Okeechobee, FL 34g12 1 Di SN 11th STREET OKEEGHOBEE, � Date: 6125100 Revised: 3J29l01 Scale: as Hated The attached sealed plans have been designed for and are 1n wmptance with Section 1606 of the Standard Building God@ 1997 EdrNon Approved: SHT: 8 of 10 0 • • • r • • • • •! • • • ru IS I— — , MAR MAKER I I - 107 SYY snu+w4 7* t) Q TYPICAL INTERIOR 0 I L I R. OOT � 24 FOOTER: 'w x 12u d � z 1 II I I ,�o; MONOLITHIC REIF. 1N/2 W I I #5 REBAR N : - } 0 W I I I oo� ZF I ° M ° T' `PIGAL INTERIOR FOOTER: 24%v x 12"d MONOLITHIC REIF. K 2 #5 I i tu z, I I REBAR I ----------'---- --- --- I I i ry _Lu -------------------------- } W o I I I I y i `_Fb'b 70773't6 Z� I IL ELEVATION *� FFE= —1/2" SHALL BE 18" ABOVE CROWN O ROAD L OR HIGHER AS MAY BE NECESSARY tzum I I I I F F E= O IN ORDER TO MEET FLOOD ZONE AND I $ GONCf ZETE SLAB: 4 3000 psi CONCRETE OR HEALTH DEPT. REQUIREM NTS' 0. I I REINF. !N11NYVM, bxb, 10.10 over .06 mil. a } I I NISOU EN (tape Joints) o I I I I TY Pr AL-iN-T-1=f.�a FOOTER: 24"w x 12"d 4 lu MONOLITHIC REIF. K 2 tu #5 REBAR I v W I O I TYPICAL INTERIOR FOOTER: 24'W x 1211d I w� MONOLITHIC REIF. JI 2Lu O tr r I 4a #5 REBAR TYPICAL FOOTER: 12 w x 18 dG9 LZ I o I I MONOLITHIC REIF. IN/ 2 #5 REBARI I �syv So$ w W I I I I CO c oil tu 0 0.0 6"vs �4----I-I---- - _I�-- -- y---I I -- --- �4����, j Jwz a =w z� az "� -- Ft. Pierce MABONIG LODGE .Q 11 = ► By (P. M. NORLEY, INC,. c6co34ou FOUNDATION DA�TION PLAN 3/1 b 1 =Q STRUCTURAL ENGINEER; M05ELEY G��LINS, PE. FL 64i2 General Contractor 190 N.YV.Bth Street, Okeechobee, FI. 34912 x 349'T4 I � v 11J� SYV 1?th STREET OKEEGHOBEE, PL •and are in compliance Date: 6J25lOb Revised: 3/29l01 Scale: as noted IThe attached sealed plans have been designed f� wkh 5ect'wn 1 E06 of the Standard Building Gode Ali Pd@ion gpproved: SHT: 9 of 10 0 0 i • • • • • • 0 • • • • • • ' • • • ® t • • it I .� Moseley C. Collins. P.E. Florida 6472 I _ APR 16 2001 107 SW 17th S - _ a Dkecu, Kbce, Florida 4974 I Oz d tu Sao . F-ZLV zN B Wr, EXIT m tu u 1 w Ewr W p - _ , F.Z d WROPHONE 1 ri V V w� ADA LAVATORY CLEARANCE E I u- SPEAKER W Z W �. TYPIGA4 1 HOUR FIRE RATED GEILIN6 Ease Layer 518" type X W 1~-- gypsum uialiboardl applied at right angles to u.00d roof trusses 24'o.c.. with 1 114", Type W or 5 dWils sawua 24" o.e. O is „$ Fate• Layer 51"' type X gypsum wallboard applied at right angles to `. mood roof trusses through base layer uAh 1 118' Type W or 5 Z W - ;�.'._. styuail screws 12'^ o.c. at joints and Intermediate tnasses. -Q . }V HwRopHONE Face layer joints offset 24' from base layer joints. 1 112" Type 6 W dn}uail scraus placed 2" back on either side of face layer end joints, ' %D[L ''. y� N 4s W,4rfl protection for tu M,LROPHONE .. u. V fLJ - _i- : DOORS - doors along the e>dt path shah be 20 TYPICAL 1 HDUR Whits. O — INDICATES CHANGE IN ~ FLOOR COVERING ONLY. FIRE RATED iwtLC-One layerTLJ' X O min."C rated d „ gypsum 1Nailboard,each side of framing. Attach with 1 pw TYPE s SGR " o.c. at d s & 12" o.c. h e d st EWS e a fl l a er 9 V W �. - ', - vertWe joints on opposite sides of wall &embed tape In first O .. , --- coat of joint compound Electrical receptides & wArhes LLi L41 _ shall be flrestoppetl tl flrecodeputty of�utt �3er N d : mfgr. specs for 1 " a� 's'"11 W v= }e -s'" tu Z. D Exrr _ • - see note: Interior MOOD FRAMING § 16 o.c. Fire stopped, N z Bearing vans section, sht.7 of 1DST. LUCIE COUNTY 1 SPEAKER REVIEWED FOR C D }- N (If SPEAKER 1DATILY REVE WED B ION PLANS AND PERMI I[1 ONJOB a O WROPHONE ORNOINSPECTION Kz w n LULU A - FIRE: RE515TENGE DESIGN MANUAL 1g9414th Edition HicROPHONE Copyright 1994 by GYPSUM ASSOCIATION, 810 First Street NE, O #510 VUshinaton, DO 20002 awl UJ4 Ft. Pierce MA50NIC LODGE e �' a� PLATFORM FR>4MlN6 PL,4 at,455E:MBLY ROOM 1/411 = 1'-0" G. M.V40RLEY INC. y G6-9Go34oi4 STRUCTURAL ENGINEER: MOSELEY COLLINII, P.E. FL 6472 General G th Street, Okeechobee, FI. 34g72 10-1 5W 17th STREET OKEEGHOBEE, FL. 544114 The attached sealed plans have been designed for and affi in compliance Date: 6125100 Revised: 4116101 ale: as noted urith Section 1606 of the Standard Building Code 1gg7 Edition Approved: SHT: ' 10 of 10 I •' • ! 0 0 • • ! 0 0 0 41 le 0 0 0 0 0 0 0 0 0 0 0 0 • • • 0 0 0 0 0 0 0 0 0 0