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HomeMy WebLinkAboutAPPROVED SITE PLANFDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #S� � /�of r6S & Well Dater ( Revie er: C&rt ification fgr Design l2ad CQffiRliance 1, DESIGN CODE: Florida lit aEN I �n•C%� code 2014 Edition w/20__ supplements using ASCE 7-10 2. Structure Design is: Enclosed Partially Enclosed____Open Building 3, Risk Category: __I C II III _IV Exposure Category: f B ,_C ____ D Adjustment coefficient 1,6 4. Design Wind Velocity IPO mph -- ASD _—� LRFD End Zone Width 4 # ft. 5, Mean Roof Height: zS ft. Roof Pitch:(oA2 Parapet ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ J 6 ._' MRH(worst case)) Zone 1:-%s,ZZone 2: - 511 Zone 3: - 01 $ Zone 4 -QM Zone S: -� 2,3Garage: LA,3 7. Design Loads: Floor: r— PSF Roof/Dead: /i PSF Roof /Live 3O 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? _�Z Yes___- Not applicable Explain Why Not: _ 10. Design Soil Bearing Pressure:2000 PSF 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 2S00 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 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 TO 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. 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 PR09)IICT REVIEW AFFIDAVIT. *NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM 2 -MAX COATING OR BETTER. uNTELSCHEDULE _� Ll)ANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM li 2'10" 8974# 7034# 8F24/1T-18 L2 3'-a" 8979# V5591# 8F24/1T-iB — L3 4'-0" 8975# 4853# SF24/1T.18 L4 4'-6" 8672# 4292# 8F24/1T-1B 1.5 5'-4" 7342# 3607# 8F24/ST-10 L6 5110" 6036# 3295# 8F24/1T-1B L7 61-6" 83604 2959# 8F24/1T-1B L8 7'•6" 5681# 2571# w $F24/1T-18 L9 9' 4" 3486# — 1811# BF24/1T-1B L10 1(Y•6" 2781# 1458# 8F24/1T-18 L 11 11'4" 2423# 1272# 8F24/1T-1B L 12 121-0" 21934 1151# 804/17-1B L13 13'-4" 1838# 962# 8U4/1T-1B L 14 14'-W 16974 887# gF)411T-18 L 16 14'-8" 2245# 8231t 8F24/1T.18 L 16 IS14" 2058# 767# 8F24/1T-1B 1.17 I7' 4" 1609# 637# gp74/1T-18 L18 19'4" 1262# 546# 8F)4/1T-1B L 19 211-4" 1114# 480# 8F14/1T-18 L20 22'-0" _ 1097# 461# 8F94/ST•1B L 21 24' 0" 884# — 416# BF24/3T-18 MANUFA R: CAST-CRETE_ LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE RFAM _ RL-1 4'-4" —8060# 4409# 8F22/1T-1B RL-2 4'-6" 8060# 4224# BF22/1T-18 RL-3 5'•8" 8060# 3277# 8F22/1T-1B RL•4 S'•10" 806tNt 3176# BF22/1T-16 RL-5 6'-8" 7915# 2758# 8F22JiT•18 RL-6 7'-6" 5743# 2442# 8F22/1T-1B AL-7 1 9'-8" 31294 lam 8F22/1T•1B NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 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IVcpECTIO`d WILL BE Nl8DE. t_1v I n� PGM\,A 3 9 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 PROJECT RYAN DOYLE RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS _ REGISTRATION MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION I KEY PLAN SHEET TITLE / SHEET NUMBER 6� He Copy PROJECT NUMBER I ( p DATE-- (''e r 1-1 7_ 1�'f p ARCHITECT C rte ification fer' Design load QM1211anCg 1. DESIGN CODE: Florida &1l pENT­+it"L_ code 2014 Edition w/20— supplements using ASCE 7-10 2. Structure Design is:,3Enclosed Partially Enclosed, Open Building 3. Risk Category: _I _)(_II 111 —IV Exposure Category: IC B _C _ D Adjustment coefficient rf6 4. Design Wind Velocity/0mph ASD _ - LRFD End Zone Width 4, ft. S. Mean Roof Height: Z,S ft. Roof Pitch: (0:12 Parapet ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ _ � MRH(worst case)) Zone 1:-2ie.1Zone 2: - 53.1 Zone 3: - 041 Zane 4 -, 7,1 Zone 5: - 5_ 7,3Garage:?Ai3 7. Design Loads: Floor: 2rPSF Roof/Dead: rh PSF Roof /Live 3o 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? 1)� Yes— Not applicable Explain Why Not: 10, Design Soil Bearing Pressure:2000 PSF $TRUCiI! A11��1 1. STRUCTURAL LUMBER TO BE HEM -FIRM 2 GRADE OR BETTER WITH 1000 P.S.I. MAIN. 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 60 OR BETTER WITH 30" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: 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 9S% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO 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. $. 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 SHALL HAVE A MINIMUM Z -MAX COATING OR BETTER, UNTEL SCHEDULE am i ® (4) G"K15�� .oi oe C. -,,3 t I" T� S co _ LS lz;b0 HE vk= � (0 2- 1- 0, Ir11- C L1S O� zr � N d e. ® L l3 L v LO 9 In, o « z8g ( � _ boo c 4Ce e u M �CU ,o g8 GI- 0 293 m 4 do f 1 r, -c,,f LI, �® 1ZX IZ Co+aC g L Y_ Co L �rtiPfJ I �!t I = C.o,, Q�3?n v�rrL�,S � t a�cs�r►/ -- I ) fly. N SNIA-, l c ye.(_2_ 2 do ' o i\tAo i. Nt yy 00 26Gp I� r �1 I� GC.C.s• � �0�E-�' 6 a s � �a�iZS I 1 in °C M k� rsll_+4 d t iC.I %u►�av ey (aoCcG=, ov El L � i1 I�z I SE4ZY i gE�►A-a> 5kt 35 LS 5{� fk", �TirP LA- OtrG �- ( L IZ I -4 l I L(z I ti. _ N i. -Sfl X ZZ 1ZXfZ Co>JC, �,L�. coc v� Att5 rf Lit (-)6 0 to a TJ _t I✓�v I >vCz> �..�.Z Architectonic Ir 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT RYAN D OYLE RESIDENCE ST. LUCIE COUNTY, FLORIDA REGISTRATION REVISIONS KEY PLAN SHEET TITLE / SHEET NUMBER 6F PROJECT NUMBER V 17 10 -5 DATE cp�il►-� It t �17 IZ. iz fts,a-..tom �fD P I ARCHITECT ZiZ P(cKcITS S�o,c -Zx tlAapzA..tL 0 x P gt s {s > if ttl W 8tf C7, �- r F��L--- � i2 F.� F'i.-h►� �'4'� �a r'�.;�' � NOTES DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF 111E FLORIDA BUILDING RESIDENTIAL CODE, CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH 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 450. 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 450, FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. TABLE A301.2(1) CI 111AATt/' AAfr1 r_c�r,m ......... _ V N4.W.M{� WI . VI11n WIND DESIGN GROUND SEISMIC ,- SUBJECT TO DAMAGE FROM WINTER I JOE BARRIER AIR MEAN SNOW �S�p..d-'Topographic DESIGN— line OCSiGN UNDE.ERLAYMEN7 FLOOD FREEZINGANNUAL 4OAD etfectsk (NA CATEd0RYi Weatherin ' de th° Termite° TEMP' E f�EQUiRED" HAZARD8p INDEX} TEMPI _..i. ... _ _ _....._ ... �. -- NA Sri Fig. R301,2(4) NA Negligible ILIA VeryW NA f NA YL NA Heavy NOTE: STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTIV C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6 O.C. ALONG SUPPORT& FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. %" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. I;" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS %" MIN. DOOR AND WINDOW BUCK FASTENING I X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT RI'.VIEW AFFIDAVIT WITH A MIN. OF 1—'/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2014 FLOR IDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 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 1UILDING CODE WITH AMENDMENTS. 0 _ Q @ I z `o t �, 5-rn6,.-le>=6X> 4 4 - — FIT, zX& $l1Ce, W/ t!Z*TXsYz- ,Q Z' X Ile toj f a T 0 O 0 O 0 V41taPca1^4 C,6,uL. Kt 1'z Sllr4CC© M A6�0 t',/-Z =' 4 c3 wr 74- z -41 f� -41 N _. _.. ROOF SH9-A RING NAILINrt ZanrE TMl: 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 5' X 5' @ HIP AND Y X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD . NOTES: 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. Architectonic Ine 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT RYAN DOYLE RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION OF F P��•�C 70 •C RFD ARG� MICHAEL J. SEAL, AIA SHEET TITLE / SHEET NUMBER A� 2 4F PROJECT NUMBER V7 t53 DATE tc (%!� ► t-z�t7 8 i p, AM W1 105. CO WTI t. 4 L.L:_...._5. BOND'5EXM'­'3Tr,-P DLTAIL 3/4 41, 6.;aor� f3UCIN+:� am ug 9 PAL:.a&r uNlaL i,Il I�*5 &NZ CACH ! 2", I Z" ELK cat. W14 ;w 9 8 xIt TH)CK. C-D& GRACE ( a u)mt at.K si&MWAU. �i tJ/ 1#5 r?,A(Z►M rtu. D `PO aLL- AN , (Ath PAGTL 0 )Z)cz4.sPRr-AD r-r& \413w5 GAOa rOHr. PDR04 5EL-r10NJ NTS nPc�br 2 y/-Lr FA; 5Tj6LO NAwrAt— Z-&C 0E sr---lCA, r� vfo-L -to-c r— ve-`Q `'t otiE2 5 1�f= oaf Nit LA G 2.�sras1F— �75rAfL O r4 LL I?�� F'e�e �t.���t ���✓ IG� �rC' 4ee (?-50ots-L) Pov t� Gc7t ARCHITECT Architectonic In 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT RY N DOYLE RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT 1 CONSULTANTS REGISTRATION C2 s0 M1G l m 8 xtm MICHAEL J. SEAL, AIA AR96898 REVISIONS KEY PLAN SHEET TITLE / SHEET NUMBER OF PROJECT NUMBER � 1-7 10 � DATE I � I 1 l 1 7 /z� tzif 7 DIP ear tT- noAr�t tr-r QCl/19iA/ PRODUCT OPENING DESIGN PRODUCT MANUFACTURER ,v MODEL# APPROV GLASS ATTACHMENT METHOD PRESSURES DESIGN AL# TYPE (WORST CASE) PRESSURES ROOF ZONE 1-38.2 METAL SALES SV-CRIMP FL# #9-16 OR #10.14 HEX WOOD SCREWS WITH SEALED ZONE 2 -53.9 MANUFACTURING 14645.3 WASHER. FASTENER @ 16" MAX O.C. SHALL BE OF ZONE 3 -101.4 CORP, SUFFICIENT LENGTH TO PENETRATE THROUGH THE DECK A MiNIMUN OF 3/8„ ROOFING N/A -675 TRI-BUILDT TRI-BUILDT FL# SELF -ADHERING, GLASS -MAT REINFORCED, FILM- UNDER- MATERIALS tNOERLAYMENT 16048.1 SURFACED, GROUP SBS MODIFIED BITUMEN ROOF UNDERLAYMENT LAYMENT DOOR ZONE 5-34.5 -50 PL.ASTPRO GLAZED FL# IMPACT Y." TAF'CONS @ 14.33" MAX. O.C. WITH 1-1/4" MIN. FIBERGLASS 17184.4 EMBEDMENT, 6" ON CORNERS, 2" MIN. CLEARANCE DOUBLE TO MASONRY EDGE AND 4" MIN. CLEARANCE TO DOOR ADJACENT ANCHOR, CENTER CLUSTERS 4" & 8" DOOR ZONE 5-34.5 -70 CUSTOM WINDOW FRENCH FL# IMPACT '1s" TAI'CONS @ 17" MAX. D.C.6" ON CORNERS WITH SYSTEMS INC. DOOR 14850.1 1-3/4" MIN. EMBEDMENT, 4" CENTER CLUSTERS AND FD-8750 2-1/2" EDGE DISTANCE _ SLIDING ZONE 5-34.5 60 CUSTOM WINDOW SGD-8900 PVC FL# IMPACT 3/16"'TAPCONS @ 12" MAX. O.C., 6" ON CORNERS, DOOR SYSTEMS INC. 11103.1 1" Milt. EMBEDMENT AND 3" DISTANCE TO EDGE WITH 8" & 4" CENTER CLUSTERS GARAGE -24.3 -26.30 WAYNE DALTON 8000/8100 FL# 7j16" PUSHNUT INSTALLED ON TOLLER SHAFT, WITH 8248.12 STEEL TRACK CONNECTED WITH X" - 20 SS BOLT AND DOOR NUT, CONNECTED TO STEEL TRACK BRACKET WITH 5j16" X 1-5/8" LAG SCREWS AT EACH JANIB BRACKET WITH A 1-1/4" MIN. EMBEDMENT WINDOW ZONE 5 -34.5 -70 CUSTOM WINDOW SERIES 8100 FL# IMPACT 3/16" TAPLONS @ 10 Y%2" MAX O.C.,WITH 1-1/2" SYSTEMS INC. S.N. 16177.1 MIN. EMBEDMENT AND 1-1/8" DISTANCE TO EDGE WINDOW ZONE 5 - 34.S -70 CUSTOM WINDOW MULLED SINGLE FL# IMPACT 311W @ 16-9/16" MAX. O.C. WITH 1" MIN. _ SYSTEMS INC. HUNG 5823.2 EMSE13MENT AND 1-1/8" DISTANCE TO El )GE nrr^cnrn nr^c nc TUCct THE SEAL HEREON 15 PROVIUEU UNLY I U INUILA I t UUK KLVltVV AM) Mt-rr%w- w� - • •• -• - -- - --- - - - --- - PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S mNNFC'TnR SCHEDULE TRUSS ID BEARING POINT(S) TRUSS ACTUAL UPLIFT (GROUPED, WORST CASE) SIMPSON CONNECTOR(S) CONNECTOR(S) UPLIFT DESIGN FASTENERS A-D5 EACH 1781# (1) META 20 1810# 9-10d X 1-1/2" D6 15T BRG 1859# (2) HETA 20 2500# 12-16d 2"dBRG 1449# (1) HETA 20 _ 1810# 9-10d;X 1-1/2" D7 1ST BRG 1470# (1) HETA 20 1810# 9-10d:X 1-1/2" 20d BRG 1835# (2) HETA 20 2500# 12-16d E-GRA EACH 1722# (1) HETA 20 1810# 9-10d X 1.1/2" GRB EACH 3432# (2) HETA 20 (1) LGT2 2150# 16-16d 15-16(1 & 7-1/4" x 2-1/4" TITENS GRD 1ST BRG 1974# (2) HETA 20 2500# 12-16d 2nd BRG 4721# (1) FGTR S000# _ 18-SDS-1/4" X 3" & 2-1/2" X S" TITENS GRE EACH 849# (1) HETA 20 1810# 9-10d X 1-1/2" _ _ GRG EACH 2789# (2) HETA 20 (1) HTSM 20 2500# 1175# 9-10d X 1-1/2"10-10d KING JACK 1ST BRG 743# (1) HETA 20 1810# 9-10d X 1-1/2" 2ND BRG S91# (1) MTS 16 1000# 14.10d X 1-1/2" HIP JACKS 1ST BRG 157# (1) HETA 20 1810# 9-10d X 1-1/2" 2ND BRG NAILED PER TRUSS COMPANY VALLEY TRUSSES 48" O.C. 672# (1) MTS 16 1000# 14-10d X 1-1/2" TRUSS INFORMATION TAKEN FROM MAN UFACIUKEK'bbhUPUnAMINUa. I-nMIVIDM 3IfWa.),JUDO /4/01 II VJ] I' — DATED 10/29/2017 ALL LOADS REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. 6 Pt-KxcaL c-A7T q ro Pt AC I tttttt�rt�a El 0 W� ol � 3) tit ��•PS 4-4 s I N � N �3 �-3 � N r _, 0 15-0 (w ( FOUNDATION SC MULE S-1 4" (2500 PSI) PO D CONCRETE SLAB WITH FIBERMESH REIN FORCING ON .006" VAPOR BARRIER OVER CLEAN COI IPACTED TREATED FILL. F-1 (Z " DEEP X 4¢" W DE SPREAD FOOTING WITH 3 # 5 BARS CONT OUS. F-2 30" SQUARE X 16' DEEP PAD FOOTING WITH # 5 BARS @ 6" O.C. EACH WAY. F-3 18" X 18" MONO L THIC FOOTING WITH 3# 5 BARS CONT OUS. 1 4 I) Al 40 .® lQ = 10- &Zf onka ` 00%' +11 ARCHITECT Architectonic 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG #.AA26003348 COPYRIGHT 2017 PROJECT YAN D OYL RESIDENCE ST. LUCIE COUNTY, FLORI CLIENT CONSULTANTS REGISTRATION OF O\C AEL AR98 8 MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN I SHEET TITLE / SHEET NUMBER PROJECT NUMBER V r;-] t DATE )i') y 7 %Z1/4P% I ARCHITECT 4r7 ALL W yD 'Z t -j (r dfCa z � 2 JIL Za y' 2 Lvc-�e Z 0 C C{ ,{ Z Z �� � 7- �- c 3f j 1 Gff 4U Li G �;T,F:�''TRTC_T, T,FGEND SINGLE POLE SWITCH 3 THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET .MOTOR OUTLET WALL MOUNT LTG. FIXTURE G-IFI GROUND FAULT PROTECTION V PHONE OUTLET �I J.B. FOR FAN/LIGHT COMB( CABLE TELEVISION OUTLET WP WEATHER PROOF RECESSED,FIXTURE _ CEILING MOUNT FIXTURE 50 SMOKE DETECTORS DOORBELL CHIMES _yak#. �/4 "iHwN It.► Q mo /z4av 4d Zoo �+ MAIN � xt cp Cu a ew V 0 ELECTRICAL LOAD CALCULATION 2742 S.F. LIVING @ 3 VA 8226VA (2) 20 AMP APPLIANCE CIRCUITS 3000VA RANGE 12000VA REFRIGERATOR 1200 VA LAUNDRY 1500VA DRYER 5000VA WATER HEATER 4500VA WELL 4500VA IRRIGATION 4500VA misc. 3000VA TOTAL 42926VA FIRST 10000 VA @ 100% 10000VA REMAINDER @ 40% 13170VA A/C HEAT 9 100% 12000VA G� TOTAL 3 5170VA 35170VA = 146 AMPS 240 USE 200 AMP SERVICE PROVIDE ARC -FAULT PROTECTION AND -TAMPER PROOF RECEPTACLES. alp 1114 w�uFT' 1+p Erl ------------ Ee I T � i -_ 7 i� 14 Architectonh 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WW W.ARCHITECTON ICINC.CON STATE REG # AA26003348 COPYRIGHT 2017 PROJECT RESIDENG ST. LUCIE COUNTY, FLC CLIENT 1 CONSULTANTS REGISTRATION MICHAEL J. SEAL, Al) AR96898 REVISIONS NO. DATE REVISR 1 KEY PLAN SHEET TITLE / SHEET NUMBER 60 o... PROJECT NUMBER 1? 0 DATE (01111-7 Q�Q�t.tM 'Z l31 %> Pf R%cko c eitsftn fgr Qesign-1QpAQmj;1jLn-w 1. DESIGN CODE: Florida. L54(wtLE1M,- code 2014 F fition w/20_ supplements using ASCE 7-10 2. Structure Design is-__LEncIosed_PartIaIIy Fnclo: �d open Building 3. Risk Category: —_I X-II 111 —IV Exposure Categf, ry7f 8 —C _ D Adjustment coefficient106 4. Design Wind VelocityLl--omph — ASID LRFE End Zone Width 41 ft, S. Mean Roof Height: Z5' ft. Roof Pitch: (0 :12 Parapet_ _ ft. f 6. Components & Cladding Design Pressure used: (PSF, bu sed on Actual sq. ft. @ M RH(worst case)) Zone 1: - 2PLZZone 2- - 5'3.1 Zone 3: -)Of I Zone 4 -42,2_ Zvi ne 5: - 57,5G arage: 14, 3 T Design Loads. Floor -2�- PSF Roof/Dead: W PSF Rt of /Live 3O PSF Balcony: _PSF Dock: ---PSF Deck: PSF Stairs: PSF Fence __,_PSF Railing: PSF & Were Shear Walls Considered for Structure? _16(es ­ Not applicable Explain Why Not: 9. is A Continuous Load Path provided? -,Z Yes— Not all plicable Explain Why Not: 10, Design Soil Bearing Pressure:2000 PSF t 5TRUCURAL LUMBER TORE HEM'FIR# 2 GRADE OR BETTER it a"1000P'S'1' MI N' FIMSTRESS VALUE. CONCRETE To BE 3000 P.S.B. MIN NCRM FOR REAMS, COLUMNS, AND MLED CELLS, CO SLABS ANT) fOCITINGS TO 2500 P.SA. MON 3. REINFORCING STEEL $HALL BE GRADE 60 OR GETTER AnTm 30" 41N. LAP. 4. CON(XETE COVER OVER REINFORCING STEEL- F001INGS 31 SEAM'i 1-1121, col,UMNS 1-1/2" FWL (SOIL) SHALL BE PLACED IN "FTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF'45% MODIFIED PROCTOR OF s(Ty• 6. ALL comPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED SEUXTED TO WITHSTAND WIND FORCES PER THE FLORIDA BIJ DING CODE 2014 EDITION. 7, DOOR & WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED V MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILD1 5 CODE 2014 EDITION p1jo WIND LOAD COMPLIANCE DESIGN PRESSURES. & PRECAST / PRESTRESSED CONCRETE LINTELS, TO HAVE 6- MINI 0M BEARMG jEr LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 19, FOR METHOD OF ATTACHMENT OF DIDORS & WINDOWS, SEE A rTACHED PRODUCT REVIEW AFFIDAVIT- *NOTE, ALL SIMPS044 STRONG -TIE PRODUCTS IN CONTACT WITH TPWTED LUMBER SHALL HAVE A MINIMUM Z -MAX COATING OR BETTER. LINTEL NO. LENGTH SAFE GRAV17Y LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD PPLIED PuFt ')AD COMPOSITE BEAM L 1 89740 Ift" AF24/17-16 LZ 31-V 8974# SS92# 8F2411T-16 L3 4' 8975# 48S3# BF24/1'r-16 L4 4`-6- 8672# 4292# 81F24/17-18 LS V-4" 7342# 3607# 8F24 IT-18 L6 5110, 6036# 32951E 8F24/1T-18 L7 61-60 91F24/IT 18 Le 7'-6- 56B1# 2571# L9 342" isim �1 HF4 MT-IB L10 1781# I4S8# L11 2423#­ 1272# L 12 219311 1150 &F24/1T-18 LIS 131-4" 18381 962# + 6f24/1T­1B &F24/1T­10 L14 14'-0" 1697# 997# LIS 14'41- 224S# 923# 9624/IT-18 L 16 -15w 2050 767# 8F24/IT-18 L17 17,40 1609# 63711 5122411T-18 L 18 19'4- 1282# S46# L 19 Zr-r 1114# 480# 8F24/IT-18 LZO 22'-0" 1097# "M L21 µ 24'-0" am 41 up-1 "M - =W— NTIEL LENGTH SAFE7 GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD 04" 8060# 440" W-V $0600 42244 RL-3 51-r 80600 32779 806001 3176# RL-5 6'-80 791S4 275" kL4--- 71-V S7430 2442# ER-67 9W 31290 law I NOTES: ALL LOADS ARE IN POUNDS PER UWEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR UNWL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION, hPPLJED j COMPOSITE iPUFT I BEAM OAD 78F22/1`r-l6 IT 1: 22: gF221IT-181 L( S rA. co C0 I PI z5 Lk1L L k7. w ID CaLt VIC E (17 , -. - - I Fe 15 1A Z!r 10 -d 1117 a'- 0 L rf -to ft 1w- -4 \19 tv J J L - N -7 It VALI L­'171F-F if I — d4r- 19 0 0 (-A- L -z I (2 0 Leue Dy(ox 11-A tomo)Ll N PC yy P • A6-e Xl k. 10 t-A " 0, c Zf7 0 16711 '77 tt ro -T JE LAf too C�L4t M A,� L4 A cc ,;��A I N . ........... . Li 9 �0 Ji P-Y_ c9a � k i ��\ ' o ,. }t��¢ 'a- IobccG. T� El V w IA T r 17 q777T,. LT L4 L L(o 0 11 go A-ijk 4r' 1 7 V. K N L LZ kzYwz c4,>NaC, aLK. to C4) 6 FO N V0 ­4� r at C� too & Z. r OEC 15 2017 BY. .................. 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 PROJECT RYAN DO lyr LE -ESENCE ST. LUCIE COUNTY, FLORIDA REGISTRATION I - MICHAEL J, SEAL., AIA I AR96898', KEY PLAN 5avvz,�e.- L-1k %J I t-Icn. V7,42- IL PROJECT NUMBER t7 1-7 10 -5 DATE fleas-"" -z =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. ,MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. i1 � — — DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' SP nor less L 60 degrees or less dARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A STRONG BACK OF 41' - 46' IN LENGTH!! Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! PIGGY BACK TRUSSES MUST BE ATTACHED AND BRACED PER ENGINEERING DETAILS!! METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. 3 27-00-00 5-00-00 N� th m N - Ln ]cm- c) U W Lh_ LL `t' i' —'ni '—'�i �. e— I, j,� L� i� �.� t� � ,[� m m f— Q m P w.J U a a Q a s ( f 9 j ) _J3R Ln GRG J5 Rj J5 G G1 J5 r G2 JS J5 J5 u �q h '�♦ Jcs J5 j r f M:fER TO.LN REiG TO.CN � mwn+r. .asw-...n+-aoa'.r r..:,.m.,...,:,: �, - JC5 J5 e --- --- — All load bearing walls, headers, q beams, & lintels must be in place at Indicated height before trusses are installed. J5 0 JC5 JS N AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not J n designed for air handlers In the roof or for any other A/C Js JC5 a<� � � T requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C o -M- _ J5 Contractor. J5 r tea,, 2-04 R 1-08-00 2-08-00 I WARNING ! J5 �.�. J5 �. a The size of these trusses makes it necessary that they a set by a p rofeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. j The builder and erector should consult with an engineer licensed in Florida specializing in J5 J5 wood roof trusses about the safe erection of these trusses. The engineer should be at the ��• ••.� Lam' job site when trusses are erected to provide supervision and advice. J5 _ - I 31-00-00 Q SEAT PLATES BY CHAMBERS TRUSS ����� 14.04.00 ._ --- 4 Hatch Legend CEILING AT 12'-0" ® CEILING AT 11'-0" INDICATES VOLUME CEILING LOAD BEARING AT 12'-0" LOAD BEARING AT 10'-0" t A t o J5 J5 4 tL tl :$ tL d ® d (L 'd _ .�....a.a�s:.�as..�- J5 PIG YBAK LI -- 1 10-0s -- —r J5 o k J5 J v q J5 7-00-0 21-00-00 N 4h i � JS i J5 — J5 m O N J5 J5 I MVZ -- f i f o MV6 I V8 r Js J5 f t i MV7 Al A iF< r GRA J3 o 5 J1 3 r Ju g NOTES: * ALL BEAMS ARE BY OTHERS. ------ 26-00-00 _ * BUILDER TO UNDER FRAME CEILINGS AS NEEC)' 10- -00 J5 I 'ram E 1 -00 J3 F 3 GRE JE3 JE3 N,J1 ca m rr f N J U m mL6f JE1 j JE1 ZZ JUE` JUE x a to _ u w w s W- w w W W -' �� 5-04-00 18-04-00 0 0 0 O 0 0 q 0 N 0 0 0 HPCARRIER LOCATED 'S°"°°"`" FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The undersigned acknowledges and agrees: COMMER ARE NOTSEE « ! 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for STANDARD ENcn�EEfea+c w >~ : determining successful fabrication of the trusses. - 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mad to Chambers Truss within ten (10) days of defivery the undersigned agrees that no backcharges will be allowed. In the event such written notice is fumes Chambers Truss ;shall have three (3) business days in which tD begin repairs required, or to substitute other trusses, at Chambers option.:'. After 10 days of delivery remedy will be according to Florida statute 558. i I 4. The undersigned acknowledges receipt of 'SCSI' summary sheet by TPI & WTCA. ` 5. Delivery is to job site. It is the buyers responsibility to make the job site suitable for delivery. Chambers Truss has - I the sole authority to determine the suitability of the job site or a portion of the job site for defivery. Chambers Truss will Pe responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has z. o.c T,.:<, to redefiver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is CORNER CJACKS , „ responsible to Chambers Truss for towing costs due to site conditions. —74 6. Price as shown in paragraph 7 below is subject to change 4any changes are made in this layout A S50 per hour CORNER DETAIL fee far revisions may be charged by Chambers Truss. t 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price.: OVERNAMG8 NOT SHOWN FOR CLARITY I Iflvaee will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of 'ielivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss seasonable attorneys fee for collections in event of payment not timely made. 1-12 % per month service charge will be bdded for all sums not paid within terms. UNSUPPORTED JACK CONNECTION DETAIL I 8. Signature or initials anywhere on this sheet constitutes agreement to all term herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees; �ayment MTS16 strap (or equal) over Top Chord and wider Bottom Chord with 10dx1.5' nails: 7 i when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and de,: i nails in Carrier Jade: 7 in Hip Cartier �nders_gned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the', Double straps for 5' Jacks I t item j HIP CARRIER j II 10. In the event of any litigation concerning this agreement, the furnished hereunder or payments referred to' { 14 ' 1 herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. �" cw�0 sAac i l , 1 ! 1 11. Design responsibilities are National Standard And Recommended Guidelines On Res I g Pee Po Responsibilities For . construction Using Metal Plate Connected Wood Trusses ANSVTPINYTCA 4 2007"' I - Tnw.a U.r—V u ww ofm i ,„vAR- .,,..w--Adb. Amllod I 112. Warranty is per Chambers Truss Warranty attached. s• I { MAXIMUM CANTILEVER (i� FATED I $IGNED i FOR TITLE �i bar may required A spreader bbeired per "SCSI" to prevent injury S damage. 2 �® 6r 1! Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. I i Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. i! Study the contents of the information packet included on delivery before — 3 settin es. SQUARE CUT END ® 2 08 00 2X4 TOP CHORD I Trusses must be set and braced per design to prevent injury & damage. WALL HEIGHT 12'-0" ; END DETAIL: ENTRY I! Trusses must be set plumb and square ! Do not set bunks or stack of p rood, roofing material or any other I; concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES 2-00-00 1 6 r- I' 3 1-00-00 SQUARE CUT END ! (' 2X4 TOP CHORD ! li WALL HEIGHT 10'-0" I !1 END DETAIL: MASTER I i I i F END )RD VVHLL NtI01-1 I 1O'-0�� END DETAIL: TYPICAL I CHAMBERS TRUSS INC I 05 Oleander Avenue Fort Pierce, Florida 34982-6423 800-551-5932 Fort Pierce 772-465.2012 Fax 772_Mr%. 711 Vero Beach 772-569-2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM w .- APPROVED APPROVED AS NOTED l3 REVISE AND RESUBMIT ❑ REJECTED - SUBMI717•G4L VAS REVIEWED FOR DESIGN CONFORMITYAND GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOBSITE FOR TOLERANCE, CLEARANCE, QUANTITIES, FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION, COO TION OF HIS WORK WITH OTHER TRADES AND FULLC NC WITHCONTRACTDOCUMENTS By: mte: V. �,r,C4 � Architectonic Inc. Fort Pierce, FL 34950 1.431 LOADINGIDESIGN CRnEMA REDl1CIBlE PER CODE SUCH AS SBC 1ri01.6.1 DESIGN CRITERIA County ST. LUCIE COUNTY Building Department ST. LUCIE COUNTY Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)lIc-C hybrid Wind ASCE 7-10 Roofing Material METAL Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live '10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 160mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 20' Building Type Enclosed Building Category If: Non Restrictive Exposure Category C>Open Terrain with scattered obstnrdions Miles from Ocean 5 Conforms to Florida Building Code 2014 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 74761 SCALE: 1 /4" = V-011 184 total trusses, 55 unique designs Designer: RLC Reviewed by: RLC Date: 11 /29/17 FOR DOYLE PROPERTIES DESCRIPTION: RYAN DOYLE Page 1 of 1 CUSTOMER INITIALS EACH PAGE 74761