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HomeMy WebLinkAboutFLOOR PLAN REVISION3* �/a TNwry IN 2 GI rGecf 6W PIGZi O rri E4 IL%toV 2L5 A Mk�N Btt 3'E3•rH1� rN 44CUGeND r7of ra qrs*& t Ae,V 1 C.eND foD looA bu$ f,IwEL Marro t3e.. T�.tCdkt. �t 5F� arty ANT 9C�-9Z V� Z" b ill, I-1►''� � t►�C� t� c 5 I `14 ELECTRICAL LOAD CALCULATION FOUNDATION SCHEDULE 2142 SQ. FEET LIVING 3 VA 6426 VA 728 SQ. FEET NEW 3 VA 2184 VA S-1 4" (2500 PSI) POURED CONCRETE SLAB WITH 6X6-10/10 4 20 AMP APPLIANCE CIRCUITS 6000 VA WELDED WIRE MESH REINFORCING ON VAPOR 2 REFRIGERATOR 1200 VA .006" BARRIER OVER CLEAN COMPACTED TREATED FILL. 2 RANGE 20000 VA 2 DISHWASHER 6000 VA S-2 4" (2500 PSI ) POURED CONCRETE CAP WITH 6X6-10/10 2 WASHING MACHINE 3000 VA WELDED WIRE MESH REINFORCING OVER EXISTING 2 DRYER 10000 VA CONCRETE SLAB. 2 WATER HEATER 9000 VA 1 POOL 3000 VA F-1 8" DEEP X 8" WIDE THICKENED EDGE WITH 1 # 5 1 MISCELLANEOUS CIRCUIT 5000 VA BAR CONTINUOUS. 96 GN ' -1 TOTAL 71810 VA F-2 12" DEEP X 12" WIDE THICKENED EDGE WITH 1 # 5 BAR ilEvro B+nG CONTINUOUS. FIRST 10 KVA@ 100% RQ 10000 VA F-3 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH REMAINDER @ 40% 24724 VA 3 # 5 BARS CONTINUOUS. AC / HEAT EXISTING 12000 VA D-1 1 # 5 DOWEL DRILLED 6" MINIMUM INTO EXISTING FOUNDATION AC / HEAT NEW 6000 VA SET IN EPDXY. TOTAL 52724 VA D-2 3 # 5 DOWELS DRILLED 6" MINIMUM INTO EXISTING FOUNDATION SET IN EPDXY. 527 4 220 AMPS 240 D-3 # 5 DOWELS DRILLED 6" MINIMUM INTO EXISTING FOUNDATION SET IN EPDXY AT 4'-0" O.C. TIED TO F-1 FOOTING STEEL. UPGRADE EXISTING SERVICE TO 225 AMP PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THROUGHOUT NOTE: CONCRETE TO BE ACID STAINED FINISH 11— 44 Iz=-4" '1A of _p t i w qt.f, I Gu, WM U LYE, FXrS'FwG uac.�. co 4� � 15rALC- FrLt.6-O CEztt5 � I �i7�c- nwa�� ♦cam In lZ �S ri Co�CP.�_SE. [yt_B e K cou u-'/ 44*5r 8reg G r�> r F 2Co-0 151 0rl Wl' S FA A*- 6ZFZr m tN9rA.L4 rlu-op C€ &-5' SCEE` PSP. OM P¢rSaL t 'i R zS I j . W uJDoCJ 0 yam.. I II Ia•2- to -a .k I ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 TH [GUEST HOUSE CIE COUNTY, FLORID CLIENT CONSULTANTS REGISTRATION C� of F Lp�,�O co �i elf C T�• E �P MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION 7i tY f, C*JISF p 2 tb Zc o d/ ,c�l �— ST. LITC' ('OGXT�' Rt'II T T 411SION RFZ'TFN+c 0 FOR CON E DATE '7 PL4NSANDPE '411TMU 'F:KEPT ONTO OR NO INSPEC1104N WILL BE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL AAPLICASA 002E94 I SHEET TITLE / SHEET NUMBER Qr 2 4n I fSGJYIVSIbILII1 �1 lit ''ONTRA107 1 OF RECORD PROJECT NUMBER 'p.17 t\Cp DATE 1 /41 t1 7n17.011 g �iID/-CR-u5S le.¢Mlr a CrLUL Kt k.: 51"Ilmo W 1 l.1TTG 1ni G Colae��'CE. SfroAl J�••� fa,u- 'ITC- `I® •1_11p V 4l "2. Certification for Design Load Compliance 1. DESIGN CODE: Florida L04I P641AJ-code 2017 Edition w/20_ supplements using ASCE 7.10 2. Structure Design Is: Y Enclosed _ Partially Enclosed _ Open Building 3. Risk Category: _1 k II _ III _p IV Exposure Category: )o! B,C _D Adjustment coefficient 110 4. Design Wind Velocity iIGo mph _1+SD _,LRFD End Zone Width -4-R. S. Mean Roof Height: Roof Pitch: A :12 Parapet _#. , 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 3O 'MRH (worst case) Zone 1:442• Zone 2:41 Zone 3:•[b*One 4:-AVI Zone 5:11L Garage: ZA. 3 7. Design Loads: Floor:'1g PSF Roof/Dead: /i PSF Roof/Live 3D PSF Baloony: _PSF Dock: _PSF Deck: _ PSF Stairs: _ PSF Fence: _ PSF Railing: _ PSF S. Were Shear Wails Considered for Structure? _f Yes _Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided?,ZYes _Not applicable Explain Why Not: STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS 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 90 OR BETER WITH 30' MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1.1/2" COLUMNS 1-112' 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 1V AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 6, ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION 7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 9. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9, FOR METHOD OF ATTACHEMENT 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, PRODUCT REVIEW PRODUCT OPEIYNGOESWN PROOUCTOESM MANUFACTURER lfi E APPROVAI# IMPACT AiTACHMETRMETHOD wEUU�(woRsr PPESGIIIEe TYPE CASE) DOOR ZOIIE4-7L.O -70 PGiVAUEMESINC M443PVC NON IMPACT WIRTRACONS 01 Ix MAX.O.C, WInI cam"ICLUSIER ZONES-M.0 FRENCH DOOR 17•OSOO.M r, AND 4' ON CORNERS,INFN Y3/r MIN.EMRE)MENTAPD 1'04TANCETOFDGE WINIH)w ZOE4-2BD -70 PGT RIDUS111E5 ROC. SX-SSOD PVC NON IMPACT x"ULTMCON501r MAIL O.C'a-%- FROM CORNER, WINN ZOES30.0 17-OM45 il/r Mea EMREDMPMAND I"Mid. DOO.T Zr1VF4d 9 `SS PLA51PNOMC SHOOTN/RUSTIC R# M4AACT WTA;i-o Oq•FRpIq COMERa iT.lr/'AULC 0.4 YARAt ZONES-UL0 ERRGLASS DOOR M0.1 CLEARANCE TO MASOM EDGE, 3" MIN. C1EAIUMCE TO AOIACEM AS- EaeEOM a6" ROOF 20NE1-7A.0 N/A OVIEIS CORNINGAND SUPREME N3TA0 FUI N/A (61 pM, ROOFING NMLPEP SHINGLE iONEZ-10.0 ROOFING SHINGLES iB0215.01 zaNE1-roo THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCIS USTED FOR THIS STRUCTURE. THEACCEPTANCE OF THESE PAODMTSAND METHODS OFATTACHMENTARE BASED ENTIRELY U DATA PROVIDED BYTHEMANUFACTURER, WHICHGRAIES MOWN ENGINEER'SCERTFICATION AND IMPLIES NO WARRANIYOR GUARANTEEBYTHIS OFFICE FOR THESE pppp . CONNECTOR SCHEDULE TRUSS ID BEARING POINT(S) TRUSS ACTUAL UPLIFT (GROUPED, WORST CASE) SIMPSON CONNECTOR(S) CONNECrOR(S) UPLIFT DESIGN FASTENERS Al-A2 EACH 453# 1 HETA 20 1810# 9-10dx1-1/2" KING JACK TNT BRG 743# (1 HETA 20 1810# 9.10dx1-1/2" 2ND BRG S91# (1) HETA 20 1810# 14-IOdxl-1/2" HIPJACKS 2sT BRG 157# (1) MTS 16 1000# i4-lOdxl•1/2" 2ND BRG NAILED PER TRUSS COMPANY VALLEY TRUSSES 48" O.C. 672# (1) MTS 16 1810# 11 .10dX1.1/2" I DUDJ UVrUKMA1RUIN IAKCN MUM MANUFALI UKER'S SHUP UKAWINGS. BUILDERS FIRST SOURCE, JOB #1337438-TC-570S DATED 2 4 201 ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES, SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. NOTES DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702A OF THE FLORIDA BUILDING RESIDENTIAL CODE. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE"DEVELOPED INDEX OF NOT GREATER THAN 450. ATTIC INSULATION SHALL HAVE A CRMCAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CEN U7 INTER WITH A FLAME SPREAD NOT EXCEEDING 23 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. FOAM BLOCK INSULATION SHALL. HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WIND DESIGN SP660 Topogrephia Bl'ISMiC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICB BARRIER UNDERI.AYMF(NT FLOOD AIR FRES21NG MOAN ANNUAL Frost line ^- LOAD h alte4t4N NA) CATRQORYI Weetherinfl' UeQth° T4rmite° TEMP• REOUIRfiD' HA2AR089 INDEXI TBMW NA Sea F 11. nll.Xit) NA Negligible NA Very NA NA NA Gw4%- e- p_•y P-z Fi P-2 Q� T-s NIA e- �, ROOF SHEATHING NAILING ZONE INFO. ZONE PI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD, ZONE P3 Y X 5' @ HIP AND Y X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4"O.C. FIELE 1919/DX PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALLBE PEEL_ & STICK OR 30# FELT COMPLYING W/ ASTM.D226, DOOR AND WINDOW BUCK FASTENING 1 X BUCFS SHALL BE ATTACHED WITH CASE HARD NAILS @ IT O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF -1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYONOTHE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS, OPTIONAL 2 X BUCHS SHALL BE ATTACHED WITH'/"X 3.114" TAPCONS AT 12' O.C. WITH DOORS AND WINNOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW AFFIDAVT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND BEYONDTH INTERIOR FACE OF FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS. 4 t-f - CZSC� Q9 o e xcx"-P C-IscJC-�E. Gx�xt�`/o w 1A.1 M NOTE: STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH 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 60 COMMON OR ROOFING NAILS HAVING A MIN. %" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS %" MIN. 4 Utz fit! T� Pr-tc-C..WE- P �- „�.NrF1.14,i� �ScQS`i7 CoNL, 141 ?�l51 f 1�1 C Cor�Y �tAr�F i� G4'� �'��'= (;:::! ' 1J�W P� 3>LI.sG Fr4-L L L RE 8N Forth CRA- G colt* rX4r-' Al�ea��+ c $a,c5 To VF-r-TICA C- 6Ar-3 iZLI`vRI0 L- txa,,.BLOGK 1, -IS L04 K .L F).rt6T (,ELL., pOLID GoNr,, � ADD 'ttSr VERr, WIwL-(*"I.NITO £XG,SLAb A..>I..Q::)4,)1 .-11..L L :A TO VERT,.STECL" lT �1 IDT11 ` �/Z Y Ihd11 g•+ Oi�hJltJCc EX(STi1�Lo �aOF STtZuGTus1- R-3o tLisLlt.Ja't'toAa IJL Pk°{4JA 4L• Ht5 LxTwc-.t., PRIL.L_E.o .��M(� I�� EPo1XYj EOM � FwaP, S GT aOL-1T I tiaU a OAS 1 /2 DK-Yw A.-LL Ono I'�7, txZ 1C'u t;.CC.tI`aGc t;T¢RP5 F1 -FOIL, I I..7 RvU CA*TlO I.J ®& 34`K.\lmlp HE-15nL-At-te/�,L $� CdNC�'"t_-..'T'� BLOCk V••LA•.tL N '*r 5 13P r- , I Iti1 FI LLEP CE. U-S ?' rt FLoarc ✓ru e C-o Its Power VV-k LLEt> e'"MfN IKl"r0 EXfSTtfJG Fo UTJDATIpFa 6ET 11J �P OX'"t' 4"C��s Pse) PeT Ltecgn �olgC dgP'-D1101SEE-P-M*Sit etijIt-LF, x I�.TipaC> COhaCT6.TE. 6cA. L L- 11J S E Cam°' k©rl-� DRYWALL AND FURRING ATTACHMENT P-T. I X 2 FURRING @ 16" O.C. FASTENED WITH I W' CASE HARD NAILS @ 8" O.C. %2" DRYWALL FASTENED TO FURRING WITH 1 I/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. 5/8" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. UNTEL59112M LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L1 2'10" 611311 4460# 8F16/1T-1B L2 3'-6" 6113111 354711 SF16/1T-18 L3 4'-0" 6113# 307911 SF16/1T-18 L4 4-6 6113# 27240 8F16/1T-18 L6 5'-0" 5365# 47 229(# k BF16/1T-18 L6 5110" 4360# 20931r 8F36/1T-18 L7 61-6 3480# 1880# 8F16/2T-18 L8 T-6" 2661# 1634# 8F16/1T-18 L9 9'0" 18430 11339 SF16/1T-16 L10 101-V 1S33# 914# 8F16/1T-1B S4 136# 8F6/1T-1Bl11 1'Ao.F 4JtQ•U GT Ld K C-. T $ Tot' �LAT`G 4 "�TLSDS CFd 2.4`O,GY BoTtom PLATE V ?hJCa I: Lo o re, 1C.l�.t_.__ �t�1Tti,-�-lf.�"�,,, V�df•�LL. Si�C_Tir,r.\ ftr,�L'r s5 5u1N-J4L95 OF... 30-t# FE-L:r 9"-INJ out sfeT cPX Plat wot`l77 RA)/ 21 k>c- 4 H a/JtG- N h t eta P �cnF Ns.Nc-Nrac. r--ot-'E PrTet` Mate >:w5-Ttrxo fi15cYA..�� SOFFIT � P+�117 EpCv� `�I oo pi1 F co Fit Lr=r1>ce1-L­ FI�ly "�- 7'; PICAL 4 a1;1:S" la MATuA w-x+ST, F- 11 "I" a orTA' ° 1 w/10-lodP410 I- ! __ r--=-- _ 11711 ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT rrMITH GUEST HOUSE S�'. LUCIE COUNTY, FLORIDI CLIENT CONSULTANTS REGISTRATION OF. FLO ..... � • R9 Sg8 U ,STFRED�PF'G�` MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION 3 17 !liUt Z 1 Q%JFS� KEY PLAN SHEET TITLE / SHEET NUMBER 2- Of 2 NUMBER g 1-7 JIG IPROJECT DATE 11,4117 2•/Zo/ le BID / TC115> ( "-M IT