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HomeMy WebLinkAboutApproved Plans1. DESIGN CODE: fie#ida i 4tAi. 4=1e 20141 Edtk in w/20_,- _ seppkwnerds Uon9 ASCE 7-14 irtJlYltre Design is: Enclosed ____. PaMany Enclosed -...—.Open BuOng 2. S 3. Risk Wre9aY: T � M _IV BPOS He Category= .X B C D 4. Design Wind Veiodty W0 wo __.,_ ASO _ LRFD End Zone Width 5. Mean Ralf Hei9W 14 ft. Roof Pitch: is :12 PamPct — ft' t st{. f# b � NRg(,��) 6. Conlponerlts & Clodd n Pressure used: {PSP trased on A � fzl, 4.a ? ,z t24.2 t4k,o Zone 1 'dls Zone 2: T, Zone 3: -tot Zone 4 PSf 1 –�' ma y' __ � 7. Design Loads: Floor �C _PSF Roof/Dead: �_ PST Dods ___ PSF Deck: PSF Stairs PSF Fence: PSF Railing: 8. Were Shear Walls Considered for Structure? iC Yes Not apPh�e�7 9. Ts A CoTNinuolLs Load Path provided? SC Yes _ _Nat a�lieabie min Why Nc 10. Deign Sok Bearing pres5ure:20Da PSF Sok t>oritlg Test requh'od )f Yes (based 9ectiot11803.2 exception) TRUSS IO BEARING POINTS) TRUSS ACTUAL -- UPUFT(GROUPE% WORSTCASE) _ SIMPSON CONNECTOR(% CONNECTOR(S) UPUFT DESIGN FASTENERS A01G-AO3 A04 EACPI 1"BRG 411# 255# (1)HETA 20 (1) HETA 20 1810# 1810# 9.10d X1-1/2 9-10d It 1-1/2 TRANSOM 2 BRG HANGER OY TRUSSCOMPANY 801G -002G D(nG-D06 EACH 1 BRG 1810# 714# (11 HETA 20 (1)HETA20 1810# 181011, 9-10dx1.1/2 9-10dx1-1/2 007-010 2 BRG 1 BRG HANGERBY 552# TRUSSCOMPANY (1) META 20 18109 9-10d It 144 3 BRG HANGERBY TRUSS COMPANY 1311.13146 EACH 7164 (1)HETA 20 1810# S40dx1-1/2 EOSG-E04 1 BRG 422# (1) META 20 1810# 940d x 74/2 2ry°BRG HANGERBY TRUSS COMPANY EOS-E07 EACH 291# (11 HETA 20 1810# 9-10dx1-i/2 F01G-W3 1 BRG 2681# tit UrTA 20 1810# 9-lOdxi-1/Y 2 BRG 305# (1) MTS 16 1000# IMIOd KING JACK 1 BRG 2 BRG 743# 591# (1)HETA 20 (1)MTS 16 1810# 10006 1040D 14-1013 HIPJACKS 1 BRG 157# (1)HEFA 20 1810# 10.30D Z BRG NAILED PER TRUSSCOMPANY VALLEY TRUSSES 48" O.G 672# (1)MTS 16 1000# 1440D TRUSS INFORMATION TARENrnUM MANU•AI. I Unc"I c...-........ ••.� -- DATED 17. ALL LOADS REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. DRYWALL SHALL CONFORM WTTH SECTION 8902.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. WALL AND CEILING FINISMS SHALL. HAVE AFLAME SHAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE.DEVELOPE M)EX OFF NOT -MATER THAN 450. ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT f+LUJC NOT LESS THAN 0.12 WATT PER SQUARE CBNT'IMETER WIM AFLAME+ SPREADI NOT EXCEEDING 25 WIIR AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. TABLG R0D1.R(T) nannn♦ec"n nG412N ARWTPRIA WIND DESIGN � SUBJECT TO DAMAGE FROM AROUND "'^ SBS6MlC -^ WINTER ICS OARR1685R MR MONNAERMIr q BOAD NOW 6m ° NhRiewa NA CATfOOMN W;eatheril g' Fdet ae DESIGN TOtmite° TEMP' UNDIIALAYMREQU fiDe 'RAZOR So Nr FLOOI> PINDBK 7RMML NA �eCHg.itS0i.2(a) NA Negligible NA ve`y NA NA NA HeAV WINDOW AND DOOR ROUGH OPENINGS WINDOW ROUGH OPENING SH 1/2 35 271/2" X 631/4" SH 23 38" X 38 5/8" SH 25 38"X 631/4" DBL SH 25 75" X 631/4" SH 34 S41/8" X 50 7/8" TRANSOM 72 3/4" X 18" DOORS ROUGH OPENING 2' 8" X 6' 8" 35 5/8" X 82" DOOR 6'0" x 68" (PR 3e 64) 76 1/2" X 82" FRONT DOOR 68 5/8" X 83" I I .0 —1 _-_e1—_0 --- . .-... File Copy CONCEALED FASTENERS OR ATTACHM' ARE THE RESPONSIBUTY OF THE CONTRACTOR OF RECORD .L MANUFACTURES LABLES SHOWING JFACTORS AND SHGCCOMPLIANCE WITH FBC ENERGY CODE MUST EMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED PLANS AND ALL PROPOSED WORK SUBJECT TO ANY CORRECTIONS IRED BY FIELD INSPECTORS THAT Y OE NECESSARY IN ORDERTO LY.VOH ALL APPLICABLE -CODE- ITE TREATMENT REQUIRED to FOR J vt' -001ki w RUI]LDI^ G DIVISION 1.\-IIt--Sta 20 8 6,F' V --0T 2Y 542 Svr. Tim '-CN z0a 1. F. 417-5.F° `C®TA t- 2`124 5F ECEIVED MAR 2 7 2017 PERMITTING St. Lucie County, FL Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 ' COPYRIGHT 2017 PROJECT BLUE DIAM®ND 4/2/2 GJ ,ANCY QCSgSt,S 2 7fl W/2€► SUpPRNTX"as 11S1ng ASCE 7-10 1. DESIGN CODE: a 2. St uctLtm Design is: A ErAosed ._._- Partially ErICWW ` Open ung 3. RWIc Category: I �H M IV E)VOS 'e Category X 8 C _ __ D 4. Design WiFd VdOdLp }& "*—ASD"*—ASDa rD End Zane Width D+ ft 5. Mean Raaf Height: ft. Roof Ffth: IG :12 Parapet ft - 6, Ciaddk Pts reZUsed: (PSF basW On AGHal s4. ft s:o Zone 2• T, Zor1e 3:-10 . Zone 4 -4 -TF1 Zone 5:-5t.4 Garage door: -___;3 Zone I:- G PSF BaicLlnY= _-�--� 7. DeS1� Loads: Fioa / Roof ILive i — dc: PSF Deck: PSF stairs: PSF Fence: PSF Ftng: 8. Were:hear Wags Considered for 5tnxture? Yes Nert appti(abte N' 9. Is A:nLl(nrs toad Path proviLled7 54 Yes Nat a�kai�te Expta ' 10. De°1gn SoN Bearing Pre:sa1re:20D7J PSF 1843.2 exception} Soil bolt Test required �E- Yes ___M (based upon section _ , PRODUCT •,'_ OPENING DESIGN PRESSURES (WORST CASE) `/?'t.5/+44 ,., ._ Er y DESIGN SIGN D PRESSURES"` PHUUULI IJCVICW MANUFACTURER MI WINDOWS AND MODEL# 18S SH APPROVAL# FI# 17499.4 TMLASS PE IMPACT ATTACHMENT METHOD 3/16 TAPCtlNS @� 16"MAX, ti.G.,6"MAXIN CORNERS WITH MIN. 1-1/4" MIN. EMBEDMENT, 2-112- MIN- EDGE WINDOW CONNECTORS) UPLIFT DESIGN 541/8" X 50 7/8" DOORS 72 3/4" X 18" WORST CASE) ami DISTANCE A01G-A03 EACH THERMA TRU ' S€Nl FLA N(A ''/e rrW X 2.1h" @ Ie MAX O.C., & 6" TYP FROM EACH ' DOOR '47.5(+44 -5S/+55 1810# FIBERGLASS 15225.6 2 BRG CDRNER: WITH I -I/4" MINIMUM EMBEDMENT & 1-i/2" TRUSS COMPANY c a M 8016-0026 ' � 1810# (1) HETA 20 MINIMUM EDGE CLEARANCE 9-10d x 1-1/2 DoIG-D06 1 BRG THERMATRU OPAQUE FL# IMPACT Y+"TAPCONS 019"O.C,&6"MAX FROM EACH CONKER DOOR W/ -47.5(+50 -50/+50 FIBERGLASS 18037,1 1 BRG DOOR, WITH 1-1/4" MINIMUM EMBEDMENT & 2" EDGE SIDEUTES 1810# 9-10d x 1-1/2 3 BRG HANGER BY TRUSSCOMPANY CLEARANCE D11-D14G -30/+92 DAB ODOR COMP. MODEL 824/8115 NDA# _:X N)A 3/$" OiA Nlt SLEEVE BY HILTI 8" MAX O.C. ,1-I/4" IN. GARAGE -24.3/+22.8 (1) HETA 20 1810# SECTIONAL 15.0317.03 2" BRG EMBEDMENT, 1.5/8" EDGE TO DISTANCE DOOR 20NE1.393 TAMKO BUILDING TAMKO SHINGLES NDA# (1} NETA 20 31811 DIA. HEAD ROOFING NAILS PER SHINGLE ROOFING ZONE 2.53.9 1 RG B PRODUCTS, INC. (1) HETA 20 11.1228.01 9-10d x 2.3/2 2 °BRG ZONE 3 -101.4 -SS/+S5 MI WINDOWS AND 185PW FL# IMPACT 3/16"TAP SWPTH SUFFICENT LENGTH TO ACHIEVER WINDOWS 20NE4-47.9/+55 SO -SOD _ 2 BRG 15349 -RS (UNITS 16 13/4" MIN.EMBEDMENT 4"MAX.O.C. AND 2-1/2MIN. 14-10D HIP JA[KS 1 BRG DOORS (1)HETA 20 1830# 10 -IOD EDGE DISTANCE 2 BRG NAILED PER . _.... .......... ...� n"""nv., env ncc nc oannl IrTe I LSTFD FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE 7NE SEAL HEREUNISF'RUVIUxUVwuLl rnv�..,+, ... .._......_..._. _.. ____. _.. PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED FY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINfER S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. !'MLIIUCr,mD crural 11 f TRUSS ID BEARING TRUSS ACNAL SIMPSON CONNECTOR(5) FASTENERS SH 25 POINTS) UPLIFT(GROUPFD, CONNECTORS) UPLIFT DESIGN 541/8" X 50 7/8" TRANSOM 72 3/4" X 18" WORST CASE) ami U A01G-A03 EACH 411# (1)HETA20 1810# 9-10d x1-1/2 A04 1" BRG 255# (1) HETA 20 1810# 9-104 x 1-1/2 aQ 2 BRG HANGER BY TRUSS COMPANY c a M 8016-0026 EACH 1810# (1) HETA 20 1820# 9-10d x 1-1/2 DoIG-D06 1 BRG 7140 (1)HETA20 1810# 9-10dx 1-1/2 eo BRG HANGERBY TRUSS COMPANY U) D07 -DID 1 BRG 552# (1) HETA 20 1810# 9-10d x 1-1/2 3 BRG HANGER BY TRUSSCOMPANY D11-D14G EACH 716# (!)"ETA 20 18109 940d x 1.1/2 E0163-004 1 BRG 4229 (1) HETA 20 1810# 9-10d x 1-:/2 2" BRG HANGERBY TRUSSCOMPANY EOS-E07 EACH 291# (1} NETA 20 2820# 9-10d x 1-1/2 F016403 1 RG B 268# (1) HETA 20 1810# 9-10d x 2.3/2 2 °BRG 305# (1)MT526 1000# 14.10d KING lAOC 1 BRG 743# (1)HETA 20 1810# SO -SOD _ 2 BRG 591# (UNITS 16 1000# 14-10D HIP JA[KS 1 BRG 157# (1)HETA 20 1830# 10 -IOD 2 BRG NAILED PER TRUSS COMPANY VALLEY TRUSSES 48" O.C_ 6724 MMTS 16 1000# 14 -IOD TRUSS INFORMATION TAKLN FROM MANUFA6IUKMrc I..r UrtHvvuvw. L"' ---,--- DATED 1/30/17. ALL LOADS REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES. SEE MANU FACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. DRYWALL SHALT, CONFORM WITH SECTION 8702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. WALL.. AND CEILING FINIS SHAG.( HAVE A FLAME SPREAD CLASSIFICATION OF -NOT GREATER THAN 200 AND A SMOKE DEVELOPED INDEX OF IJtXF ATER. THAN 450. ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT LUX NOT LESS THAN 0.12 WATT PER SQUARE MWINIETER. WITH A PLANS SPREAD' NOT EXCEEDING 25 WLTII AN ACCOMPANYING SMOK S -DEVELOPED INDEX NOT EXCEEDING 450. TABLE R8014(1) ...n ncmn., ^OW001A WIND DBSIONµ ~+� SUOJLOT TO DAMA00 FROM WINTER iCfi BARRIER NR MOAN QROtIN6 -- SEISMIC ^^• SNOW SposO TopoOrsphio DESIGN Prost line IDW IGN UNDBRLAYM6NT PLO PREE2INfl ANNU t BAD (mph) stlwls" N�OATBQORW Weatherinp" de(i„tp-".-, T smite° TEMP' IIEQUIR60" 'HA7.AHD'Be INDEXI NA Seet°Ip,.it9Ut.2(4) NA NeglIjIble NA Vary NA NA NA ...�.._.. ��_ Heaves, ___ WINDOW AND DOOR ROUGH OPENINGS WINDOW ROUGH OPENING SH 1/2 35 271/2" X 63 1/4" SH 23 38" X 38 5/8" SH 25 38" X 631/4" DBL SH 25 75" X 631/4" SH 34 541/8" X 50 7/8" TRANSOM 72 3/4" X 18" DOORS_ ROUGH OPENING 2.8 " X 618" 35 5/8" X 82" DOOR 60" x 68" (PR 30 6) 761/2" X 82" FRONT DOOR 68 5/8" X 83" A rwl . - - p L _L 0 C) File Copy c O N r OFG-CFa o c 1 h 41Z5.F. Lcv c L c = U c cin aJ 3 ami U aJ - o = I J O N O +1 Q u) N o a- w� aQ i I File Copy SGI�kZ..F_.• F00-rACr S_ 3 (D N 4�v rNCa c O N 542 S� OFG-CFa o c 1 h 41Z5.F. Lcv c L c = U c cin aJ 3 ami U aJ - o = a°s J O N O Q u) N o a- aQ 0 c a M Lu �N�a LL fn � U) N U) SGI�kZ..F_.• F00-rACr S_ 3 (D N 4�v rNCa Zo ck6 6,F, E1�TNtY 542 S� OFG-CFa ra 41Z5.F. ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT BLUE DIAMOND 4/2/2 GLANCY RESIDENCE CLIENT HARRY BLUE BUILDERS CONSULTANTS REGISTRATION of FLOry <Q ' J. y q `��//�✓j9 1 •� �CssTFRED R���� REVISIONS NO. DATE REVISION KEY PLAN I SHEET TITLE/ SHEET NUMBER 1-LC:)dr-- \ PROJECT NUMBER DATE 119/17 Tf4sls 17 k>_ # 4 STRUCTURAL NOTES: - 1. STRUCTURAL. LUMBER TO BE l,T" P, % #2 GRADE OR BETTER WITH1000 P.S.I. MIN. FIBER STRESS VALUE, 2. CONCRETE SLABS AND FOOTINGS TO BE 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 11/2" COLUMNS 11/2- 5. FILL (SOIL) SHALL BE PLACED IN LIFT'S NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSM. 6. ALL COMPONENTS OF THIS S IRUCTUi FtAV DESIGNED & SELECTED TO WITHSTAND WINO FORCES PER THE FLORIDA BUILDINN CODE 20'1�i pIRON. b.- J 7, WINDOW AND DOOR ASSEMBLYCOMPONENTS TO -BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING• CODE 20,14, EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8.PRECAST / PRESTRESSED CONCRETE, LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. '"NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALT HAVE A MINIMUM Z -MAX COATING OR BE ITER. llKl 5,711411 N D /_V' L011EL NO. UNIEI NO. LENGTLI SALE GRAVY LOAD APDL= GRAVNY LOAD SAN: UPUFL WAD APPLIED UPUFT LOAD OEAAA CO OSNE It 410" 68898 8F1 •18 43610 4.6" BF16/IT28 L2 31E" 6099! Y7Z 8260# 854F 016I1Ta8 L3 4.0" 60398 S'-10" 284211 1795# BP SWB- L4 4'-v 60398 29338 _ 15070 SF16AT-18 LS S'.0 SOS" Z,� 2130# RF16/1T 3B aF26/3T38 . L6 5'16` 41440 19308 T-18 L7 r-6" 38968 173M T40 LO r-8•' 26108 1473# 2 •28 L9 T -C 10188 900! aB 110 144" 15140 t 7930 T-18 Lit 31•4k" 19650 6966 BPs lT-38 L12 Ir -w 12540 I 6310 Tab LIS I9'a" 10766 1 5310 ~T-18 L14 lor-w 1003# 1 4930 T-19 LIS 1441" 1370# 1 459# MCAT -38 LIS 151-4" 12508 430# wisnT--18 1.17 IY-C 956# 32 3618 195W 01GAT-18 L18 19'4" 7500 7 9230 BF1 iT-28 L19 244" 6108 278! OF16/1T-18 L20 2r -w 570 2680 $E16j IT18 L3I 21r4m 4700 24u aF1 17418 ugmwjmm 5,711411 N D /_V' L011EL NO. m LEN" III SAFE APPM GRAVITY GRAVITY LOW LOAD LIFE UPL*T LOAD AMUM WLIFT LOAD BEAM COMPOSRE 841 t'4" 4982# 24130 8F1 •18 RLa 4.6" 48826 29318 5 T-18 K-3 5'41" 410744 22408 Ons/m18 RL4 S'-10" 3614# 1795# SMATaB 29338 _ 17420 aFl6AT-18 846 Y4" 23'4411 1 5 5 2. 13268 $ RF16/1T 3B RL -7 !.B" SIB7# 8W11 #F16(iT-10 GAUL. Kt F.: ;,wrj t.E"6 4 ®fw LL o.tti I 121W60 HErA eg1� W/ r ' � dE K i•-1�(I � �k� i4 J 3vc�c> r6i7 �i t -L Eta G E.L.L.. J n T ul.lr�t. FcI.UP 6F.L. — �IIIGGU I' l Ql. ' H Milt I�' GC�t�'GF'-�TE *L uMn�f LITI-= — �7O L = CH OJE TRI IL..-.- I�tl max+~ Pe ooF t a Cra NOTE= G Cb1aCk f T E 84�.& E 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 LtCdC I FJ SC�Cl T ('-�� SHALL BE SPACED NOT MORE THAN WO.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6D COMMON OR CTM alp ROOFING NAILS HAVING A MIN. %" PENETRATION INTO HORIZONTAL FRAMING MEMEBERS OR STAPLES W/ A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF U1TH AND MUST PENETRATE THE WOOD FRAMING MEMBERS %" MIN. j-,11-NDOW FLASHING DE -TAI L.-_ a P� 6 ROOF SHEATHING NAILING ZONE INFO. ZONE P1 REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O,C. FIELD, ZONE P2 4` X LENGTH W/8d RING SHAtlK @ 4" O,C"PERIMETER & 6" O.C. FIELD, ZONE P3 5' X S' @ HIP AND S' X.LENGTH @ GABLE ENDS W/8d RING SHANK Q 4" O.0 PERIMETER & 4" O,C. FIELD . NOTES; 19/32" COX PLYWOOD SHEATHING 25'- O" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERIAYMENT Flit T.SHALL-BE PEEL& SRCK OR 30# FF.LT.COMPLYING W/ ASTM.D226, r IV O Tub 97 4 11 i 3TOOP�U4 r -1� V• _. SLOPS 21' 51 S 46sr& $1 Tit T llr �Lgll 1i 0 Tubi �3 Yc6 i Lf ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 + r 'PROJECT 17ATI_0N- SCH.t--,DUL.,: 5 f rc L s r cz��c, s _� :mrL v1$QuEtu A.s� ��(-S��1S`�tig�:-�CtTi�SOt1S{{iG:CD1�z-�i715E--:�t�'Jl>i� 4J% N 2 tlo_"�:Pf1 tC�Z. ueII S�EG�t° 2f1't6�44a_ _Go/ eAs mr, r?: DNbLIT�}iC C®�1C, SDG ftp 'rt`)� Wf I x 1211PP,'N(aW0LIT4((, CANGI P&e "T'lm& wl bVrTj CANT= 5 -K 17-LIPP Tir J m�nC FT6. 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OF Fto�,' ��P \G� AEL J. 3p,V AR9 8 �'aE® ASG REVISIONS NO, DATE REVISION l E-5 /7 h'g U/5E KEY PLAN SHEET TITLE / SHEET NUMBER 3 ' PROJECT NUMBER ' DATE I I1 I!) 7,/8[ 17 TOTAL VA FIRST 10000 VA @ 100% 10000 VA REMAINDER jai 40% 14644 VA A/C & HEAT 16,000 VA SUBTOTAL T3 Gkm TOTAL 76' VA mw 11� AMPS 240 USE NEW 200 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THROUGHOUT Ij p^ 1�tt° Diz1 VEN i RCA\L ELECTRICAL LEGEND SINGLE POLE SWITCH THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET MOTOR OUTLET WALL MOUNT LTG. FIXTURE ''IF1 GROUND FAULT PROTECTION V PHONE OUTLET Q J.B. FOR FAN/LIGHT COMBO fR CABLE TELEVISION OUTLET WP WEATHER PROOF RECESSED FIXTURE CEILING MOUNT FIXTURE 5C' SMOKE DETECTORS fA'KC*I°C DOORBELL �I CHIMES -ZLIEC71. MrTM !-:4tz T,431orHimpm wig S�r�Yact� Kt� $C LE dam"Amm-1 M -E, L _Z d' wv File Copy Vt r w -samr(ml ARCHITECT Architectonic 1 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT BLUE DIAMON 4/2/2 GLANCY RESIDENCE CLIENT HARRY BLUE BUILDERS CONSULTANTS REGISTRATION t14. REVISIONS NO, DATE REVISION 1i KEY PLAN 1 SHEET TITLE/ SHEET NUMBER E� Lc�(C A A,. - 4 PROJECT NUMBER ' DATE 1/1111 Z-18/17 Tr i. 5 PECMIT- ELECTRICAL LOAD CALCULATIONS 2068 SQ. FEET 3 VA 6204 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 TUB SPA 1200 VA 1 WATER HEATER 4500 VA 1 DISPOSAL 800 VA 1 MINI SEWER 2500 VA TOTAL VA FIRST 10000 VA @ 100% 10000 VA REMAINDER jai 40% 14644 VA A/C & HEAT 16,000 VA SUBTOTAL T3 Gkm TOTAL 76' VA mw 11� AMPS 240 USE NEW 200 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THROUGHOUT Ij p^ 1�tt° Diz1 VEN i RCA\L ELECTRICAL LEGEND SINGLE POLE SWITCH THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET MOTOR OUTLET WALL MOUNT LTG. FIXTURE ''IF1 GROUND FAULT PROTECTION V PHONE OUTLET Q J.B. FOR FAN/LIGHT COMBO fR CABLE TELEVISION OUTLET WP WEATHER PROOF RECESSED FIXTURE CEILING MOUNT FIXTURE 5C' SMOKE DETECTORS fA'KC*I°C DOORBELL �I CHIMES -ZLIEC71. MrTM !-:4tz T,431orHimpm wig S�r�Yact� Kt� $C LE dam"Amm-1 M -E, L _Z d' wv File Copy Vt r w -samr(ml ARCHITECT Architectonic 1 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT BLUE DIAMON 4/2/2 GLANCY RESIDENCE CLIENT HARRY BLUE BUILDERS CONSULTANTS REGISTRATION t14. REVISIONS NO, DATE REVISION 1i KEY PLAN 1 SHEET TITLE/ SHEET NUMBER E� Lc�(C A A,. - 4 PROJECT NUMBER ' DATE 1/1111 Z-18/17 Tr i. 5 PECMIT- t _it Fol C4 ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT BLUE DIAMOND 4/2/2 GLANCY RESIDENCE CLIENT HARRY BLUE BUILDERS CONSULTANTS ATION REVISIONS NO. DATE REVISION PROJECT NUMBER DATE 'feu 55 Pte" T 5T 4" 5T f TRUSS PLACEMENT PLAN •' • • s W i • aA • A I 1 11 • OCCUPANCY CATS 3ORY=11 =XPOSURE = B Q MWF SPEED =160 3UILDING TYPE =EI ICLOSED MEAN HEIGHT: 15.W GRAVITY LOADS UNLESS .' . , TRUSS W FLOOR: DUR ACTOR=1,0 J PSF=TCLL-TCDL LL -L Z 40.0,10.0BCD:0,5.0 :D f t e i • • :IIF !e a. i •. •• • min, 11MRIZE11 1! AWA NONA I//� �1PON— I � _ -C33D � i I I , , II I 4Ill ;! MIS w i I. _ C8 10 - —Ill I M S it G_ fi °II I G . i I I! 1 II i I i I I I I I 1 _ Iii I a JIM 04 i� I . a. I: i I l j II I I II Ii I - -- IB Hit IMEN � � �G�i�.P� I !, —\ s�111191�ii� •�1 � � �_� i ,I —u' W, M WOMM104 _ /�j — "Id � I I 'M • �I I 4 �. I; 1 � I NIS 1 I 1 1111, 'APi r! I ! I I I i I 5T f TRUSS PLACEMENT PLAN •' • • s W i • aA • A I 1 11 • OCCUPANCY CATS 3ORY=11 Truss Connector Total List Manuf Product Qty Simpson HT11210 1 Simpson HUS26 15 LMW ;AWING / SUBMITTAL REI ❑ APPROVED AS NOTED RESUBMIT ❑REJECTED AS REVIEWED FOR DESIGN CONFORM' )NFORMANCE TO CONTRACT DOCL CONTRACTOR IS RESPONSIBLI AND CORRELATING DIMENSIONS AT J NCE. CLEARANCE QUANTITIES FABRI AND TECHNIQUES OF CONSTRL )N OF HIS WORK WITH OTHER TRAD ANCE WITH CONTRACT UO ENTS Date Architectonic Inc. Fort Pierce, FL 34950 i File Copy 12 4311615 ), HEEL -■.-AL-- PC. 2X4 M141 LEVEL RETURNS mB>SEB Pffi EAST qDAST TRUSS 1(a aD 528l LUCIE OFFICE- � -�, � FAX 0722166 �x FT 17 -E 01/30/17 NOTE Ev ail Pi w, lea The clawclaw"Iff, alto ac�.- upuml it .1 r. ' EAST I,,m bui and ddw ftm (1 1 pil 4. tis 11 The i. yl t F is Y k . IB firwed msWeNil for any rii ergreeri am „Ira" requued due to ams otier tw,#a#me d EAST"t- COAST TRLISS. :r •:,,.. DF: DUR FACTOR --1.25 ==TCLL TCDL-SCLL-BCDL w 30.0,7.0,0.0,10.0 W LOADS PER FVC & &FRC •NON CONCURRENT BC LL 11i CONCURRENT bC STORAGE LL 20 pd �— �w .���i ww_ • V i FORCE : .... .CLADDING W :ADE = FBC 201 12007 ASCE 7-10 � 3ESIGN CRITERIA MWFRS OCCUPANCY CATS 3ORY=11 =XPOSURE = B Q MWF SPEED =160 3UILDING TYPE =EI ICLOSED MEAN HEIGHT: 15.W GRAVITY LOADS UNLESS .' . , TRUSS W FLOOR: DUR ACTOR=1,0 J PSF=TCLL-TCDL LL -L Z 40.0,10.0BCD:0,5.0 :D DF: DUR FACTOR --1.25 ==TCLL TCDL-SCLL-BCDL w 30.0,7.0,0.0,10.0 W LOADS PER FVC & &FRC •NON CONCURRENT BC LL 11i CONCURRENT bC STORAGE LL 20 pd �— �w .���i ww_ • V i FORCE : .... .CLADDING .: ...BEA RING .. R : :. .., LL = LIVE .., .... ,: •. .. POUNDS lil UNLESS .' . , TRUSS .•: ALL GIRDERICOLUMN LOADS BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. BE SET WITHIA SPREADER BAR. THE DER BAR SHOULD BE AT LEAST 12 IN LENGTH AS T�E SPAN OF THE TRUSS NG SET- TO BCI -B1 FOR COMPLETE ON AND SAFETY PROCEDURES. 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