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HomeMy WebLinkAboutBuilding PlansCertification for Design load Compliance 1. DESIGN CODE: Florida i lk0-o r-1 M'L code 2014 Edition W/20_ supplements using ASCE 7-10 2. Structure Design is:_)�_Enclosed_Partially Enclosed -Open Building 3. Risk Category: _I �II _III _IV Exposure Category: 'rB _C _ D Adjustment coefficient 110 4, Design Wind VelocityVmph _ ASD _ LRFD End Zone Widthft. 5. Mean Roof Height:ft. RoofPitch:(P:12 Parapet_ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ ' MRH(Worst case)) Zone 1:-'?," Zone2:-91-Zone3:-fflqZone4-MZone5:-5r,LLGarage:Z1.4 7. Design Loads: Floor:Z�-- PSF Roof/Dead:f� PSF RoofAiveiD PSF Balcony: -PSF Dock: _PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF S. Were Shear Walls Considered for Structure? -h Yes_ Not applicable Explain Why Not: 9. Is A Continuous Load Path provided? -C Yes_ Not applicable Explain Why Not: 10. Design Soil Bearing Pressure:20DD PSF STRUCTUBAL 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 WOO P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 25M P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN, LAP. 4. CONCRETE COVER OVER RUNFLIR(1NG SI kkL. 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 95% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TD 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. 9. PRECAST / PRESTRESSED CONCRETE LINTELS TO HAVE6" MINIMUM BEARING. SEE UNTEL 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 SHALL HAVE A. MINIMUM Z -MAX COATING OR BETTER. NOTES DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WTTH SECTION R702.4 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 4$0. ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 4,40. 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) uuG•,n eun nennoAmu4n MOCIMM CikITFR14 GROUND SNOW WIND DESIGN- Speod"Tapographlc - SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER OESION TEMP' ICE BARRIER UNDtiRLAYMENT REOUfRED^ FLOOD HAZARDED Alfl PRE8ZIN0 UNDO CAN ANNVA'• Tome Prost line T4rrolte° LOAO (mph alto-olcl NA CATfiGOR_YI W_eatlwt,'' tleglh° NA See Pig. R301.2(4) NA Negligible NA er Heavy NA .-L- NA NA UNTELUffDULE LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM 7NO. 2'10" 6113# 4460# 8F16/1T-1B 3547# ]� SF16/IT-18 4'-0" 6113# 3079# 8F16/1T-1B 4'-6" 6113# Z 2724# 8F16/1T-10 L5 514. 5365# ty - 2290# 0 BF16/1T-18 1.6 5110" 4360 2093# 8F76/ST-16 L 7 6'-6" 3480# 1880N BF16AT-18 LB 7' -6" 2661# 1 L 1634# 8F36/1T-18 L9 9'4 1843# 1133# 8F16/1T-18 L10 10'-6" 1533# 914# 8F16/1T-1B 1.11 IV 4" 1366# 7981 8F16/1T-18 L 12 12'-0" 1254# i LP 72 8F16/1T-1B L13 13'-4" 3075# D 60 0 8F36/1T-16 L14 14-0" 1002# :i-7 559# 8F16/IT-18 L SS 14'-8" 1370# 519# 8F16/1T-18 L16 15'4" 1250# 485# 8F16/17-18 L S] 17 4- 9SO# �iZ 404# 2 BF16/1T-1B L18 19'd" 7501t 347# 8F16/1T-1B _ L 19 21'd" 598# 306# SFI6/1T-18 L20 22' W' 550# 295# SF36/1T-1B L21 J 24'-0- 450# 267# 8Fi6/1T•1B RECESSED LINTELS U ACI'URER: ST-CRETE CA, LINTEL NM LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPUED UPLIFT LOAD COMPOSITE BEAM RL-1 4'-4" 5206# 2635# I Z -4 8F74J1Td8 RL-2 5206# 2525# SF14/IT-1B RL-3 _4'3" 5'-8" 4567# 1960N 8F14/1T-1B RL-4 5'-10" 4242# 1900# 8F14/1T-1B RL-5 6'-8" 3120# 1651# SF14/IT-1B 2459# 'GFPr 1462# % 8F14/1T-1B RL-7 9'-B" I568# 1135# 8F14/1T-18 NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPUED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2" e,AL.V, t keE !� �� 1��4Y•1(LC.�, W �L � u n rY'i Iy O a `iQI N I cod - cl 33 -A-'( ✓ 2 'I 1 661 N . jT4ZlT i 1 L4 C BI- ot.R l� - _r5 3 POOK Tk,-4" 1 ,t 11,3 -4 S yIe. cONC, FL-mlil- 6'ZE- �- i4 S�Gr_ de _V0 ARCHITECT FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Architectonic I n c Supersedes All Previous Site Plans for OSTDS # -S ,/7G 72 4 Well # Date: (a / 7 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 Reve C WW W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT L FARKAS a' -a \9 Zz=o �. r4oZC'\.% SLEEPING ROOIAS PROVIDE AN EG 4?4C4-41, e WINDOW WITH A NET CLEAR OPE OF 5 SQ. F'. FOR GROUND FLO 5.7 SQ. FT. FOR UPPER II-OORS. OPEA SHALL NOT BE LESS THAN 24'H OR SILL NOT MORE THAN .14" ABOVE H N 13• (o`t I u 7'-!0 Le L 8 (0ea ILt-� SLCL T7QL, IA.8$TtC..I. Ore Vol 4tylV-3Ca r-.r-L 4r4 e-LG 17\-4tA �V 8�4, 4e MAI A�161 m F- 7 Y� H"Ili� 94 aw, qn- d-t-G, -7 CD • I eo L-17 }'m pn _ _ m ' • m \Gsi�lz4 �OG6 I RL �:4F LB p84= 4d I °4 P 4=2p to- (D" L. R'L L12.� 1zx1Z CONC, &G49C k Cot-, -•�-� t! i Yf Z N Z'% Al i tAU. rRR MANUFACi ` FACTORS e t� REMAIN ON*2� boo, UNTIL 1 4 . S! i RESIDENCE CLIENT HARRY BLUE BUILDER - CONSULTANTS THIS Sl'PUCIUi1E HAS BEEN DcSIGNED. Ar4O r VIEWED FOR COMPLIANCE OF t RC 1606.1.4 FOR ONE OF 1 HE FOLLOWING" INrEr.Nal. WIND 1 Rcs"uRE . (ictl. -• INI N 0S 0 RNE 3F"r!RIS PROTECTION V IfJIP C T nE51S7ANCE GR1+ZIt` Y ' REGISTRATION S 4. Pi M � �9 3 ..a "•�$.IA �4�+� ia. REVISIONS L NX KEY PLAN .4 THtSE PLANS AND ALL, PP000gPD WORh'I{ AREg611*IkCT it a Gt•®�F(,11Q��Z 170 7 - RE(N.,R`"t) L V f iZl n II„' 1HAT [4". t a y v H t sT.1 UGIE COJ TY E u I E 71 ti 0 DI VICION KAY BE N AM�PI qI4IN t}ri(A M TO COMPLY WITH AL4 4P1 044 44w 0,004 ' G , FiEVIEVt'F� i3Y l DATE I, MU EE KEPT ON JOB OR VI:I-L - 7 F,PA^,F„ SHEET 1 LE i SHE `goo Lkul"Co 202 lz\ e, IF, I/4t, V��te-'(f S,F, ll�b,M k 6.F7 FLo(oZ t� �Atr z9 7-4 S,V 'PROJECT NUMBER (7pZ 7 DATE XIL5117 51017 )�ZlI 17 4k7fl ���LIhN tL! Rrfd,Sev reIA 4,F1D TEA RECEIV7D jU,L 1 711 : . DOOR AND WINDOW BUCK FASTENING 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A _ MIN. OF 1-Yd' EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND �g BEYOND THE INTERIOR FACE OF THE FRAME PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. 9 OPTIONAL O 2 X BUCKS SHALL BE ATTACHED WITH 1/4" X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS AND WINDOWS FASTENED WITH # 10 WOOD SCREWS SPACED PER PRODUCT REVIEW - AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND - BEYOND THE INTERIOR FACE OF FRAME PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. L\ O —, f— — O 'C'oeS(ow) $Cock. - xr/ �/ZKS`/L' KSDkI�AF� r2" � Prt 2xca Suck w/ 31tGXZ�I't� Taeeo�s @ IZ'oC. SraC�Gzs=U �_ rr PrT, ZXCo SUCK �}'!i Ity%z V SV tkv S'Al Zq0 x YtaSHFt S e 0 Krs NOTE: STUCCO ON RIBLATH OR PAPER BACKED WIRE LA 14 S13ALL BE A17ACHED 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. 3±" 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 Y4" MIN. DRYWALL AND FURRING ATTACHMENT P.T. 1 X 2 FURRING @ 16" O.C. FASTENED WITH I W' CASE HARD NAILS @ 8" O.C. Y22" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. 518" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. I PERIMETER AND 12" O.C. FIELD. rEltirlic� � I I e -3 4 1 z�vice P- 2 P- � 0--v. 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/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD, ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD . N : 19/32" 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. d 0 17tr`C w A c.r-- �.P�SIr't 4 To t� V c.A.T 4 l2tca'McM Pt-1o.T'F- 4T IIJfc FLo Q (C. �At1L Kl la 5T�1CC,o GCon�ek.6�,. SaEAt�-'� G N n YA- r al4-u 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 )J ECT ENT HARRYBLUE BUILDER ' CONSULTANTS REGISTRATION OF '`.. w, �a REVISIONS INO.1 DATE I REVISION KEY PLAN SHEET TITLE / SHEET NUMBER 1,;7:-4t�,71(C)�_D S PROJECT NUMBER Z.17 p7-'7 DATE 31cy rid 44 Z.7 /17 ieuy5!$r P P�Ent t-t- ARCHITECT Architectonic Inc FILLIC-1D cE 'L- I It �1'x kt~C��EL—or. jCa61 OL L.I. ICJ CVz11-RP I"'tThLQ��NG u ex, W) WN l.S Ftr-r— Ftw-t� � ♦rr:�I►TraliLKal �� i`• ► r r ,��iCII - 0'"kq Porr ST r--r*.4 MIU (- r � jY r ` (Mill . ll�ii!lI�IR 3� 1 331_ A I, zzo''8 ' (. Jl t� I l f!Z i 3jz gym. 2'v ■ �I TQ t 00 t�. —off . 7-0� 4b (l 3A 4� 8 !01 C4�`ON 7-2.-0 I gfBP� FOUNDATION SCHEDULE ! S-1 4" (2500 PSI) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-1 12" DEEP X 16" WIDE MONOLITHIC FOOTING WITH 2 # 5 BAR CONTINUOUS. F-2 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. I Al to-8 re aA' 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 lrur r r1� w-u* �L'Ir� i�CfPII�iIRKK 11I 6�Ir_109:0xCIET a__.1Iixx - 19101 7It1. s PROJECT FAR"S RESIDENCE CLIENT i 1 � 1 CONSULTANTS 1 REGISTRATION REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE ! SHEET NUMBER �o�►� C7�`�''lo N P�1 PROJECT NUMBER DATE17_ L7� '�l14S �t 1� P ET ELECTRICAL LOAD CALCULATION ARCHITECT Dann 1( en.mu, PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES DESIGN TYPE (WORST CASE) PRESSURES WINDOW ZONE 4.47.9 +60 MI WINDOWS AND 185 SH FL# IMPACT 3/16 TAPCONS0 36"MAX. O.C., 2" MAX IN CORNERS DOORS 17499.1 WITH A MIN. 1.1/4" MIN. EMBEDMENT, -1/2" MIN. EDGE DISTANCE DOOR W/ ZONE4.47.9 -50 THERMA TRU SMOOTH STAR FL# IMPACT WTAPCONS 01IS- MAX. O.C,WITH A 1d/4"MIN. SIDEUTES FIBERGLASS 7347.2 EMBEDMENT, 2" MIN, CLEARANCE TO MASORY EDGE AND 4" MIN. CLEARANCE TO ADJACENT ANCHOR DOOR W/ ZONE 4.47.9 -50 THERMA TRU OPAQUE FL# IMPACT H" TAPCONS ®13.75" MAX. O.C., WITH A 1.1/4" MIN. SIDELITES FIBERGLASS 15037.1 EMBEDMENT, 2" MIN. CLEARANCE TO MASORY EDGE AND 4" MIN. CLEARANCE TO ADJACENT ANCHOR, 6" MIN. FROM EDGE W/CENTER CLUSTER 0 3" & 7" DOOR ZONE 4.47.9 -80 THERMA TRU SMOOTH STAR FL# IMPACT %" TAPCONS 013.5" O.C., 13/4" MIN. EMBEDMENT, 8871.S 2" MIN. CLEARANCE TO MASORY EDGE AND 4" MIN. CLEARANCE TO ADJACENT ANCHOR GARAGE -24.3 +27/30 DAB DOOR COMP. MODEL S24/811 ST NOA# N/A 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT, WITH STEEL DOOR SECTIONAL 16-0330.03 TRACK CONNECTED WITH %-20 SS BOLT & NUT, CONNECTED TO STEEL TRACK BRACKETS @ 12" O.C. WITH 5/16" X 1.5/8" LAG BOLTS ROOFING ZONE 1.38.2 TAMKO BUILDING TAMKO SHINGLES NOA# N/A 3/8" DIA. HEAD ROOFING NAILS 6 PER SHINGLE ZONE 2.53.9 PRODUCTS, INC. 11.1228.01 ZONE 3.101.4 ROOFING ZONE 1-382 -112.5 POLYGLASS PEEL AND STICK FL# N/A ELASTBASE 12 GA. RING SHANKS 6" O.C., 4" O.C. LAP ZONE 2.53.9 1654.1 SELF ADHERED ELASTOFLEX ZONE 3.101.4 WINDOWS ZONE 4-47.9 -55 MI WINDOWS AND 185 PIN FL# IMPACT 3/16"TAPCONS WITH SUFFICENT LENGTH TO ACHIEVE DOORS 15349.5 1.1/4" MIN. EMBEDMENT 014" MAX. O.C. AND 2.1/2" MIN. EDGE DISTANCE MULLION ZONE 4.47.9 -130 MI WINDOWS AND CM-18531 FL# IMPACT %-TAPCON WITH 1.1/4" MIN. EMBEDMENT AND 2.1/2" DOORS 15353.8 MIN. EDGE DISTANCE PER CLIP ..........,-............... ..— n.r nvv... rvn —..r t. un i cu rUn i nn �I xu6I URt. I Ht ACCEYI ANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS, CONNECTOR SCHFRI R F TRUSS ID BEARING POINTS) TRUSS ACTUAL UPUFT(GROUPED, WORSTCASE) SIMPSON CONNECTOR(S) CONNECTOR(S) UPLIFT DESIGN FASTENERS AO1G-A04 EACH 796# (1)HETA20 1810# 9.10d NAILS AOSG EACH 254M (2)HETA 20 2700# 12-16d BO1G-E01G EACH 521# {i)UETA 20 i820# 9-10d NAILS E02408 1 & 2 BRG 703# (1) "ETA 20 1820# 9.10d NAILS 3 BRG HANGER BY TRUSS COMPANY E09 EACH HANGER BY TRUSSCOMPANY E10415 1 BRG HANGERBY TRUSSCOMPANY 2 BRG 493# (1) HETA 20 1810# 940d NAILS KING JACK 1 BRG 743# (i)HETA 20 2810# 9-SOdxi-1/2" 2 BRG 591# (I)MTS 16 1000# 14-10d14-10dX1-1/2" HIP JACKS BRG 157# (1)HFTA 20 1810# 9-10dx1-i/2" 2 BRG NAILED PER I TRUSS COMPANY VALLEY TRUSSES 48"O.C. 672# (2)MTS 16 1000 1410dx1-1/2" ...___...._.................._.......... ... ...........,,,..��omvr „n,+wuvm. uui uw i mvu», Jun VJ6s631. I RUSS ENGINEERING DATED 4/18/2017. ALL LOADS REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. z"I/ QLLL"fj10 7"i/1-9 fS 3a 3/o -CHwJv 0L', 10 2"C., ELECT. 5ECVICE ��^^.,, „�pn (r 11 1-40 Jz41 �v.,� 14 zoo A. Jt 4 C.LL, 6YRuaP i, E-D To R, LA 4 , :'T'6.^.;..L.. C'ao A 1>z et-'� �LaD i�dA ��'Pte sEeVtc�- r1T5 F-LT e_k CA.t_. FL0 © t-- SINGLE POLE SWITCH THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET MOTOR OUTLET + WALL MOUNT LTG. FIXTURE G1Fi GROUND FAULT PROTECTION ® PHONE OUTLET El J.B. FOR FAN/LIGHT COMBO 0A CABLE TELEVISTON OTTTLET 2029 S.F. LIVING @ 3 VA 6087VA (2) 20 AMP APPLIANCE CIRCUITS 3000VA RANGE 12000VA REFRIGERATOR 1200VA LAUNDRY 1500VA DRYER 5000VA WATER HEATER 4500VA WELL 4500VA MISC. 3000VA TOTAL 40787VA FIRST 10000 VA @ 100% 10000VA REMAINDER @ 40% 12314VA A/C HEAT t70 100% 12000VA TOTAL 34314VA 31314VA = 142 AMPS 240 ERVICE FAULT PROTECTION AND TAMPER ACLES. I) 1 .GEL LkU�I-Xe 2-0 7- tN S. LrJaIA,PA'C rr_ 440 S,fJ Ebb" ZRQ '5.IF, ToTAL. 01 Z4 S Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCH ITECTONICINC. COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT FAM"S RESIDENCE CLIENT HARRY BLUE BUILDER ' CONSULTANTS 1 REGISTRATION REVISIONS KEY PLAN SHEET TITLE / SHEET NUMBER 4 a r +- Ft�c�� R PROJECT NUMBER Z_ l7 0 Z DATE Z/4507 51017 3kctf PKv-1-IM.it-1 V^^R V A c Alell ?p F-G LN l Certification for Design load Cotnaliance 1. DESIGN CODE: Florida UhLe- N r +t, code 2014 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is:_)LEnclosec_PaRSalty Endosed_Open Building 3. Risk Category:,_I lI _ill _IV Exposure Category: -�'B _C _ D Adjustment coefficient / r 9 4. Design Wind Velocitymph _ ASD LRFD End zone Width _t_fL S. Mean Roof Height: MfL Roof Pitch40:12 Parapet _It. G Components & Cladding Design Pressure used: (PSF, based on Actual sq. fL G MRH (worst case)) Zone 1:luzone 2: -C139 Zone 3: -PL,'f Zone 4 -VlZone 5: -5_ZZGarage: 2 'f T Design Loads: Floor. 7 I� PSF Roof/Dead:/s PSF Roof /Uve'r� PSF Balcony: _PSF Dock: _.PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF 8. Were Shear Walls Considered for Structure? -- Yes —Not applicable Explain Why Not: 9, Is A Continuous Load Path provided? _2� Yes,_ Not applicable Explain Why Not: 10. Design Soil Bearing Pressure2000 PSF STRUCTURAL NOTES; L STRUCTURALWMBFRTO8E HEM41R 02GRADE OlkaM ERWON SODDPSJ. MIN. RIBFRSIRESSVALUE 2. cONCREMTO SE3000PSJ.MIN. FOR BEAMS,COLUMNS.ANO FRIEDCELLS,CONCRETE StAABSAND FOOTINGS TO 2500 P.S.L. MIN. 3. REINFOR[BiG STEEL SIULLLBE GRADE 60 OR BETrERWRN 30'MIN. LAP. 4. CONCRETE COVER OVER IUJNFURaOti Sloe: FOOTINGS 3" REAMS 1-1/2- COLUMNS 1.2/Y S. FW.(SOIL)SUTALLSE PLACED IN UFTS NOTTOExcaoi'AND COMPACTED TO A MINIMUM OF95%MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF TNIS STRUCIURE NAVE DEEM DESIGNED& SELECTED To WIT"STAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDMON. 7. DOOR& WINDOW ASSEINBLYCOMPONENTS TO BE CERTIFIEDBY MANUFACTURER FOR WIND FORCES PER THE RORIDABUBDING CAE 2014 FDn1ON PER WINDLOAD COMPLIANCE DESIGN PRESSURES, L PRECAST/MMTRE. WCONCRET UNTELSTONAVE6-tANIMUMBEARING. SEE UNTE1Sd1EDULE FOR ADDTRONALINFORMATION. 9. FOR METHOD OFATrACRMENTOf DOORS&WINWWS, SEE ATTACNFD PRODUCT REVIEW AFFIDAVIT. •NOTE: ALLSIMPSON 57RONG-TIE PRODUCTS LNCONTALTWITNTREATED LUMBER SMALL HAVEA MINIMUM 24MAXCOAMNG OR BEr1ER D}R}�Y�WAAL�rL.�S�HA/H� �C+ONFORM WITH SECTION R702.3.I OF TM FLORIDA BUIL DING RESIDENTIAL CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4OF THE FLORIDA BUILDING RESIDENTIAL CODE. WAIL AND CMJ NG FR41MS SHALL HAVE A FLAME SPREAD CLASMKCATION OF NOT GREATER THAN 200 AND A SMOKE-DEVHAPEDINDEXOFNOT GMATER THAN 450. ATTIC INSULATION SHALL HAVE A CRMCAL RADIANT FLUX NOT LESS THAN 0. L2 WATT PER SQUARE CENTI IETER WITH A FLAME SPREAD NOT EXCEEDING 25 V= AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 73 AND SMOKE - DEVELOPED D4DEX OFNOT MORE THAN 450. TABLE R301.2(1) n.nu nnreee.n GROUND KNOW LOAD WIND DFS10N Spee4' opogrpbk i e/l•vuL NA SEtSMLC DESIGN CATEGORY' SUBJECT TO DAUAOE FROU WINIEH DEBtGN TEMP ME BARRIER UNDeRLAYMEW FLOOD AEOu"Mw HA7ARDSe AIR PRE021N0 BTtrod MOAN At:O l TELW Ptoet lNS W" In Mclau TWfOw NA SwftR301.U4) NA Negligible NA Very Heav NA NA N,i. slNm L,c . .tR LINTEL NO. LENGTH SAFE 6RAVnY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPUFT LOAD COMPOSTS BEAM L L Y10" 6113# 44M BF16AT-18 L2 I r-r 611M 3S479 BF16AT-18 13 15 Fs113# 30799 BP16/1T-18 L4 4'{" 611W 2724# SPIGAT-16 LS S'-4" 06W 229M1 8FS6liT-16 L6 5210" 4360# 20M W26/1TAS L7 W-6" 348Mt is= BF16AT-18 L8 71-V 26618 1630 BF16/1T--16 L9 9149 18430 13.3w BF16/11-18 LID UY-4 • ism 914# SFI6/1T--1B L11 1r4r 2366# 798# BF16/17r-1B L12 1Y-0•' 12540 7230 SnISAT-18 L13 ir4l4 10751E 6060 8F16AT-18 L14 34'_e 1002# 559# BF16AT--18 LI.S 14'-8" L370# s19# SFA6/ST 16 L16 15'-4" ]250# 4359 sP16/1T-18 L17 Sr-4'• 9506 400 SFL6/1T-18 L38 ly-V 750# 3474 SFS6/1TSB L 19 21rd" SSW 3060 SM6/1T-18 L20 2r-v 5506 2959 8F7.6/1T-18 L21 24'-V 45M 267# SF16/1T-SB LINTEL NO. LENGTH SAFE GRAVUY LOAD APPUED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM RLA 4'-4" I S206# 2635# SF34/ST 1B RL-2 4,-6" 52064 2S25# RF34/1T-is RL-3 514, 45W# 1-04M 4F14/1T-1B RLA V-10" 4242# 1900# SF14AT--18 RL-5 6'-8" 31200 1651# 8F14/11 RL-6 r-Fi" 2459# 1A62# itR17 !"r ism 113s# BF14/I NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SNOW WORST CASE FOR UNTEL SKM SEE STRUCTURALNOLES FOR AODmONAL INFORMATION. �9 M 1�L CoC-t_•h� •v(i4j P(P�_; -4 �7 A*eE L•F M SHE L.4 0 r _ , N aA to-co1 $� z t3=AN (✓ r Ott I u. 06SC., t'est+ IzS (✓o ;' 0 C-1 I 3 ® RM 4�,u r 6 �$ �3a �! 5- _ ZCa_8u L , S X16 Car.IC.. rLod.k. [� w/fF-56ttP_ (- t'1- H 13-�v I 7�-10 SHZS (.4 4A t$ L9 �p A�f • Ice Ili M't- SLCC_ Dt-t GbG gS4'r.-t- D[Z W `_/(" _ - l Xtc� � tu� i. l V I NzC&' e�4ClG N / ,® Mrh'S`[=+�. LAC--caLcx�M N ev Q It 4 I ►EAU D� i ' t { �j tq l 3 � -� GDR vo 4`� r ® EjOFILL.EkPC! Ira Zags C.1��.-fiCo E. tNM 94o-LL, t1W MOC eo ib 70 oN TOM L-17 tCo -ptr Z.1 4 q4- a C_eG' . s Msw CO (-8 OBt- (d M D 0-Zt to- G, zt" +•L� I }2° Clfi • I °� ae L L2.X lZ CCN.1C, - t?1,oCty Cot, - f LiYP.J lam V t"e3 ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINO.COM STATE REG # AA25003348 COPYRIGHT 2017 PROJECT CONSULTANTS REGISTRATION REVISIONS NO. F—DATE "r• COPY'' SN SHEET TITLE I SHEET NUMBS Fo01 #.GE- "II �" IF, \_ I FL©O r- '�_/�IQ r�� 444 OF PROJECT NUMBER t 7pZ7 DATE 7,/z2i(f7 31i117 3121117 FAZ Vbv5