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HomeMy WebLinkAboutPLANSI. I L FOUNDATION NOTES 1. Floor cleb shell be 4" thick poured concrete slab frith 6x6 10/10 'Tiff, on 6 mil visqueen vapor barrier, on well- i temped sand fill (vibro-compacted{ see notes -below). 2. Concrete ehell conform to ACI 301 and ehnll have 2500 PSI compressive strength in 2B days. Maximum slump 5"• 3. All footings shall beer on Boil prepeyed aq folloriai A. Strip one foot of coil three (3) feet pEet exterior building lines. All deleterious materials must be completely removed. , B. Compact bottom of excavation with medium duty vibratory or roller. C. Check density of existing soil to insure minimum density of 95,: of modified proctor hua been reached for r depth of two (2) feet bolo" compacted euz-face before Edding fill. D. After exiatine ground reaches minimum density of 95''�, fill ehall be placed in mix (6) inch llfte end con- pacted to achieve approved density before next lilt in Edded. E. Pill shr11 be clean send, free from deleterious material and "ell graded. F. Verification of tent for modified proctor ASTN D1557 ehall be filed rrith building official. G. FoatinEB have been designed for 2,000_.PSF soil beerine capacity. Contractor shall verify, :n writing, prior to doing any work. H. Termite treat Boil as per code for a distance of four (4) feet.from the perimeter of all footings or slab edEe.----- 12 54I�oLp, ON 300 FELT 11N- TAGGEO ON / C.D.X. SHEATHING (TYPICAL) „� ON PRE-ENGINEERED WOOD TRUSSES 0 24'a.c. — SIMPSON 'H1' TIES OR EQUAL AT EVERY TRUSS 130r.{zn ITJsuL.&-TIO4 IsAT�:LF TOP OF PLATE_ `II GYP. BOARD ON WOOD I II TRUSSES 0 24'o.c. f`f1L,eo�Frr%'f x.Z _ C �•O O,L. i?j'. IR.} PE)' CsO";'i.N _. .._ O.H. U (TYP.) FASTEN STUDS TO OOUBLE _ R-11 BATT INSULATION TOP PLATE W/ (2) 20 GAUGE CAW. STEEL ANCHORS W/ (8) 8d (3 EACH MEMBER) CALV. NAILS 1/2- GYP, BOARD ON 2-X4- BEARING STUD WALL O 1e'o.c. 1 ,1�'r*OLIME d,;Piza A54_ LAP �IpINt.�ll riU I�Z Gvx �L`(uovb _. FASTEN STUDS TO SILL PLATE W/(2) WOOD BASE — 20 GAUGE CALV. STEEL ANCHORS W/(6) BId(3 EACH MEMBER) CALV. NAILS 2'x4' BOTTOM PLATE REF. — FLOOR SLAB ��. If4 0 P BiYI \ IeSX IQ_' CCNC. FOOTING J \\ lorlll. vlsQutiE}J, 4- A\ z z O i W a • qo- o II I II 12 •0 2 I 4 k�Iv pair — -I — L4i1xnat)0- 1..—--.-------_ i cok.r-TE7. Imo/144 )b X 2 I' I I I I � �plc.',1. t-10I jc' GOrf c. Kc'. kI/ lIOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS /, G oPJ-I, PROPERTY THAT MAY BE FOUND IN THE PUBLIC PECORDS OF THIS COUNTY, AND THERE MAY BE ADDITIONAL PERMIT° "2ED FROM OTHER GOVERNMENTAL ENTITIES SUCH A, W'ATEP. :GE- I NOT TO 4-SaUIP- MENT DISTRICTS, STATE AGENCIES. OR FEDERAL AGENCIES. CCD I BEFORE FILIAL APPROVAL °U U �UQ ' A VAPOR RECARIDER CONSISTINC OF &MIL ALL ATTACHED CONDITION MINIMUM POLYETHYLENE WITH IOINi"5 f- LAPPED 6" AND TAPED IS REQUIRED. - I � o I ST. LUCIE COUNTY BUILDING DIVISION II _ REVIEWEDL loo-o FOR COMPLIANCE -fi'r I N REVIEWED BY I i I DATE PLANS AND PERMIT aooa 9NIMS.$ZH0 MUST BE KEPT ON JOB OR 8000 m3w.9Z NO INSPECTION WILL BE MADE N1Y9I NI a3a1f103a SNIN3d0 av=„ Z I 9 I ry I _ 2P%I -Fill I vT I I I I I i I I 121'v loll MoIJe�, I h"-�� I ---- I I I N i I ��LAPS t-I /�J CiOFIj I - i i I I o--1 I I tri X I2 10k4o. C'olJc,. I I d 7A 4 co4r. ( SLAB C. C4hj2HCy>=AL I V il -o' I Igo I I I vt_N I I I CQ L — .L o —j 0 I- --------_J =r (• I =^ I �t i�rGt I I4To T4 is Zi ¢ 7 z -4 Ji iU ( TI Zn 31 8� II 4p�ol s F-OUNDATIOU—PLAN 1� �1= I--FJI W z m �z U W ca 41. Z r O 0 AL i 0 i ^ �� j `) Q PROJECT&: �j 10`) (o DRAWING NAME: SHEET r o a "prrntf3tx111'7fi5: - - 1. tArply with Standard Hecbanlcal Code and all other local codes In effect. 2-j.'Coordlnste writ of this trade with all other trades. 2. Provide a minimum pitch of 1186 at all horizontal branches and semer lines. l.' All underground stater piping shall be copper typat,. All other water piping shall be copper typeP4 . 5. i- Provide meansof resealing all floor drains. L 8. Provide air chanter■ for all water suppllec feeding fixtures. 1. Provide vacuum breaker and shut-off valve cn all hose blbbs. 10. A vent terminal) from ■ drainage, system shall not be located directly beneath artydoor, window, or other ventilating opening of tlra building or of an ad)ncent building, nor shall any such vent terminal be within ten (10) teat horizontalty of such an opening unless` It Is -' least two (2) feet above the top of such opening. ,Y C PLUMBING RISER. r. -T i" 1- d-i,[/ 1141 AZ I.QII Z'-Carl 3"I'd 14' I d lJ D }<)sT (7) s+l z5 in 0 VX N SObB SI.4L,DiG Gf II 4L4" 0 3'-8' 3, �n q 3',g" o p ----- -- - - - ------ --- - - - ----- I _o wo�K I ---- $CO �' ,Or { C D 00 2 { N =�AL 2y a �.CIL. I 4 d OrtPEio1J _� 4ILat Q ,ter pl E'J`, _ �(D� �lygb 4L, nISY s�-----1.. � i I 2-' 4I�I- If 9 Iz_ZII 51,4if T 2° 3 611 FLO_�R PL,4N Z z 0 U) 5 w a CO y W° Z= O co c, rn rn M W C U Qo U M Z ` `° W a Z a E N E c0 WU o O M� f O W 0 o 0 o p ti w. r� v V ` Z .� r �a ■ tee LVWL °o i< VAULTED ---- - _ .. Iq-l-gll toI ! II * G%ol •j-' LO F.�v, 0 hllrluot,l I II I d r i - Po T 1 � 6 ecr, Ma �l � y M N /r.�Ix.Ccc,4 ice- R In � Ic2a � J 2-4°r N 6''ou g p. t o 1. 5 ahlu, I f i I o R j i� 1 6T L P f orJ� 5 tr N ? LI o oKy no �+--(t�ra•WA�� -- -- - J '1 b, J ti 1 k31 %obD I I I K t+l D ' W 00 v u' Lc-4-j-1 o rl �7 !7— 611 ,. ��PLAILD to a0i 3icmL I D, o ATTiG N t�- r m z. U w Q z i� w Y ;L0 0 a q PROJECT DRAWING NAME: SHEET 1 lu (-6 1 c�e'- I" I oo'-o 11 fi-F. -S.Ap Ah � [-. i,:Ic;- - " 15t- I to Offyr) MIL. f,&,5GlA C-M-) tE44 i 46rl s (Tyr,) m ME- m LEFT SIDE ELEVATION 11 1'ei, zAZ,;w6r 4 RIGHT_SIDE.ELEVATION. I/ '411." 11 oli 2411 � D�cor-A11,1\1iTa- Oooj> Louvrr. J; __F171, _REAB_ELEVATION_ - T— FRONT ELEVATION ill, Ii,ol J�'(-OVIL�E IX4 T,01� tJ-Hfl?_F_ siulw<* 1 Lai Q ❑ A— R Uj F=R0JFCT [DRAWING NAME, I I - a SHEET —1 1 :5 .Q Q� - r% Io8',III —�1 10—o—c lr-I,1108 I° T°Pofr r�,, Ivol- 2•0 II LEFT SIDE -ELEVATION /4� I -d si�IJc�l.�s C-r<fP'� i ON RIGHT- SIDE. ELEVATION 12 (-TYP) �— 1 II 5 •a IV E �uabt�, Lauv5se - — ---- — — — — — - imp o� P�'�i — _ — —— - - _— Ix4 066Ule6 — __ -- —__ _- ._- _ _ _ - ✓ L I not- o " 4- �v 1 REAR-ELEVATION-- �4 iL I ,pu Joon .9JvEr- FRONT ELEVATION A",1,01 -I DS'- C) Z O Qa Z U w ca aa1 � aa- �� F a 0 PROJECT &: I I = DRAWING NAME: I SHEET 7b'\Ij �-\L—T� lea L d7! e. A- a ROOF FRAMING NOTES' TIIIS PLAIT IS DIAGRAMMATIC IN NATURE. FIIIALI ENGINEERED TRUSS DRAWINGS MUST BE, SUBMITTEDI AS PER GENERAL NOTES DRAWING. A-1. REFER TO ARCHITECTURAL FLOOR PLAN DRAWI14 FOR ALL ROOM VAULTS, CONTRACTOR IS RESPONSIBLE FOR ALL STRUCTURAL. COORDINATION AND SIIALL NOTIFY ARCHITECT OFII ANY DISCREPANCIES PRIOR TO POURING OF FLOOf� SLAB. - ALL CONNECTOR STRAPS SfIALL BE OP CALVANITED SIIEETSSTEEL, •ASTM A446175 CRADE.A (fy-3J, 000 PSI )f ALL i! Ll r F- s S .r i v NOTES: THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE SUPPORTING SUPERSTROCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN MILL CLOSELY PARALLEL FINAL TRUSS DESIGNER'S LAYOUT. THIS FRAMING SCHEME (DIRECTION OF.TRUSSES, MAJOR C.T. BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANCES AND AUTHORIZE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGNS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW AS PER GENERAL NOTES. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AS PART OF THE;DESIGN. \ II II I L /i der I -I. Ll A:Ic is tJ JAI' 1 I� eyrw yp lrl 1 .�" 4+ �` 1 ✓% I, Lam; I b"1 II G� 6,A.V, 4;;:r1., S.Tpw.lnS 0 11 Z d m U U yy j m A_ < 4L O Oh/ © Q. w OLL 1._l_ F q PROJECT o : 11 Oq-� DRAWING NAME: SHEET us A L_T_ - ELEVATION . ROOF PLAN .ROOF FRAMING PLAN t. e ELECTRICAL LOAD CALCULATIONS DESCRIPTION POLE 8RKR KW IKW%CIRCUITS WIRE DF 100 I - 5 GENERAL LT'S a RECEPT. 3W/S.F. % 7.0 KW I 15A 14 L}.I 6 8 SMALL APPLIANCES I 20A 12 8.0 7 REFRIGERATOR 1 20A 12 .5 9 II WATER HEATER 2 20A 12 -:,n 10 DISPOSAL I 20A 12 .3 12 DISHWASHER 1 20A 12 12 13 15 RANGE/OVEN/MICROWAVE 2 60A 6 12.0 14 16 DRYER 2 30A 10 5.n 17 WASHER I 20A 12 1.5 18 20 A.H.U. W/10 KW HEATSTRIP 2 50A 6TW 10.0 19 21 A.C. COND. UNIT 10.0 EER 2 4QA 8TW 22 24 SPACE 23 25 SPACE 26 28 SPACE 29 SPACE TOTALS ' 7. R 10.0 Isi IDKW a 100% = 10.0 KW . SAL 127KWI a 40% Iz KW w AC a MOTOR LOADS a 100% 10.0 KW TOTAL = M.Fk KW 02,fO V . 1"29,7 AMPS ELECTRICAL RISER 2 •-;;(O THW AL a 1 f1/0 THW AL OR SERVICE CABLE METER CAN a ISO A METER BY M O PANEL F.P.a L. 10,3W 12n/24o �J/Mn,u prbc. 140 A .1/2' E.C. FROM METER TO IS- BELOW _ ' GRADE FOR �_....__._ C1) CU GROUND TO SERVICE 5/8- SOLID GROUND HOO ENTRY CABLE a 8'-0- BELOW GRADE GENERAL ELECTRICAL NOTES 1. Ib not scale the electrical drawings. 2. All work shall be done In accordance with the National Electric Code, latest adopted edition, and shall comply with all local rules and ordinances. 3. It 13 not the Intent of these plans to show every minor detail of construction. The contractor Is expected to furnish and Install all Item, for a complete electrical system and provide all requirements necessary for equlptrent. to be placed In proper working order. 4. Perform all work by a licensed electrical contrnctor in a first class worinnnilke manner. The completed 'system shall be fully operntive, and accepted try the architect and/or owner. S..-bordinate all work with other trades to avoid Interference with the progress of construction. 8. Meet all st'andnrd requirements of Electric Company and Telephone Company for their Installation. 7. Electrical contractor to size and verify all services to units nrid Train service. 8. Provide all new materials bearing underwriter's label where. applicable. 9. Minimum wire size shall be #14 A.W.C. excluding control wiring. Unless otherwise noted, all conductors shall be copper, tvlth TISY Insulation. Romex is acceptable where allowed per code. 10. All raceways underground and/or larger than 2" In diameter shall be galvanized :.rigid steel conduit or schedule 40 PVC. All other racewaya.s:aall comply with governing codes. 11. All race-nuys and pipes spaced In or thru any concrete slab shall be spaced a minlmn,n of 3 diameters of the largest raccwuy. 12. Provide CT1 receptacle at bathroans, garage, and outside receptacles. 13. Use GFI circuit breakers on GFI outlets. 14. Main electrical service to building to be underground. 1* E ;. :ELECTRICAL i1 u_ f��MP�wi ;;ct I3u I LC:�F2) IT(.Rvv 1,1�,-4i it`,Z'rnr , I.1 &-rris ca W_= Z O n n Wc • ° ZI Z V E N W z at a: O0 ° ° 0 L °m "� a \ a V , V _� C 4 • 0 OIL is m V LU Q } AL O Q v l� U � � a PROJECTS; ICMC. DRAWM SHE/Lrr\r r