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HomeMy WebLinkAboutFLOOR PLANSRODUCT REVIEW ARCHITECT Certification for Design Load Compliance Architectonic Inc OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRODUCT PRESSURES (WORST DESIGN TYPE CASE) PRESSURES ---41.0 IKO INDUSTRIES LTD. CAMBRIDGE NOA# N/A (6) 3/8" DIA. ROOFING NAIL PER SHINGLE SHINGLES ZONE 1 -24 AR 16-0329.13 ZONE -40 -59.7 ZONE 3 -60 -101A HSIN IMPACT -" MAX.O.C., WIT1-1/4-MIN. SLIDING ZONE 4-28 -60 MI WINDOWS AND 1FUI 5351.1 EMBEDMENTSAND 21JEDGE ANCE GLASS DOORS DOOR MI WINDOWS AND CM-15831 FL# IMPACT J6" TAPCONS @ WlTH 1-IJ4"MIN. EMBEDMENT AND MULLIONS ZONE 5 -34 -130 DOORS 15353.E 2-1/2" DISTANCE TO EDGE 5 -67 MI WINDOWS AND 185 FL# IMPACT 3/16" ITW 12" MAX.O.C., WITH 2" MAX. FROM EACH WINDOWS ZONE -52 DOORS 17499.1 CORNER: WITH 1-1/4" MINIMUM EMBEDMENT PLASTPRO SERIES O FL# IMPACT Y" TAPCON @ 14" MAX O.C., 6" TYP FROM EACH DOORS ZONE 4 -28 -75 FIBERGLASS 15210.1 CORNER: WITH 1-Ile MINIMUM EMBEDMENT & 2-1/2" EDGE DISTANCE DAB DOOR 824 STEEL NOA# IMPACT 5/16 X 1-5/8" IAG SCREWS 3 PER BRACKET @ 12" D.C. GARAGE -26.0 -04 COMPANY, INC. SECTIONAL 17-1018.12 WITH 1_11W MINIMUM EMBEDMENT DOOR c nonn"i < I KTM PnR THK STRUCTURE. THE ACCEPTANCE OF THESE THE SEAL HEREON IS PROVIDLU UNLr I U INUILAiE wn F%F;i •....,...••...••--•-.•..----, ------- 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. 4y 4 L 4e - �J OP. LAN 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 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 ASM.2(1) n.n a wn n ennu n6iremn WIND DESIGN`,SUBJEC7 TO DAMAgE PROM_, AIR MEAN G OVND SEISMIC � � WINTER ICE BARRIER NOW Speed° Topo(Paphic DESIGN Frost lTvory DESIGN UNDERLAYMENT FLOOD FREEZtNq ANNUAL• OAD mph elf®au",NAj. CATEgOPY' Weatherii' depthrmite° TEMP' REOUIREW+ HAZARDS° INDEX TEMP NA Set FD,. It301.z(4) NA Negligible NA NAeat/ DRYWALL AND FURRING ATTACHMENT P.T. I X 2 FURRING @ 16" O.C. FASTENED WITH 1 %" CASE HARD NAILS @ 8" O.C. /2" 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. PERIMETER AND 12" O.C. FIELD. I-S I to =M19.SAFE GRAMM LOAD APPL�Q GMVOT LOAD 6AfE UPLIFT LOAD APPLIED UPUFr LOAD BIiAM COMPOSITE 1.1 Y10" 60390 4101# 8F16/iT-IB L2 W4" 649w1 32601 9FISAT-10 LS 41-0" 6889# 2932# 11P36 1T-18 1.40 AW BD89# 2507# 0 9F16/ST-19 LS S'4" 5057# 4'4{F 2110# 4&7_'P 9F16AT-19 L6 S'ie" 1 41440 1 1 18301 I I 8F16 1T4.B L7 6'46" 1 332" t 1 1733# 1 1 8F1 T•16 L8 • Y4" 1 2610# Ism t•1a l9 9'4" IBM p ' *W- "I zaso I MOAT-19 L10 1100-6" 1S14# 79311 sliswims L31 1i'4" 1365N *- 898# 1F1 TMt0 L31 12'.0" 125" 1 Salk I 1PI41T19 L33 13'-4" 107" S32# 0141T18 L14 14'-V IODW 54"Itit 490 Z 4k 9F16 1F18 LIS 14'4" 1370# 459# 8F28(1T-19 LIS 1B4" 1250 4308 T1B L17 a 17'4" 95" 202 3811 9P26/iT•16 LIS 19'4" 7501 31" 8Fi6/ST 1B 419 2V,4 610# 2781 OF161IT•18 L20 2Y-0" 570# 2681 9P36/17.19 L21 24'-0" 4709 214# 8F16 1T•18 L#iT6L NO. LENGTH SAFEkSARE GRAVITFr LOADD APPLIED UPUF3' LOAD BEAM COMPOSITE 4992# MITI 1T-38 II a 4'4" 4$lI1#tWS W4" 4074#0#sw 3811#s#TR•S V-8" 2935#RbB r-423Z9#5oR47 9'-8" 1497#of It 18 NOTE. STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-1063L 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. W" 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. z40ro m ' Pi ft to/,/4""%tt W*"4 r s} cwCth •vl4j 1a4q x 1S't"e�i�4arS5 InociL: n t cot^?04;,rT(L %VAAAS 'SSr A t•nt,v, yl zti &� k"Ibo e- r- (215 � p n q G' puC� '(APCISL.i SC�i�eo +C . Zx �t �4�GKsNG w� / GGz�tnd +..9o.tt_5 Ee.. CAD 'l/1gJ+GOi1. �L`t'vt0©O 1,vr S�cl IJ I;.I L.% @ Cn'�C: rG, Il,j,•d r-�Co, ATTIC VENTILATION CALt~ULATION 2370 S.F. X ROOF PITCH MULTIPLIER 1.18 = 2796.6 CUBIC FEET (WALKERS ESTIMATORS MANUAL) 2796.6 / 150 =18.6 S.F. OF REQUIRED VENTS (SECTION 806 FLORIDA BUILDING CODE) 7" X 22" = 1.06 S.F. PER VENT 224.6' LINEAL FEET / 8' = 28.1 VENTS 28.1 X 1.06 = 29.7 S.F. OF VENT AREA PROVIDED 1. DESIGN CODE: Florida nt '- rlAlcode 2017 Edition w/20- supplements using ASCE 7A 0 2. Structure Design is: fC Enclosed_ Partially Enclosed -Open Building 3. Risk Category: _I '-r-„II _ III - IV Exposure Category: '0B Y,C D Adjustment coefficient I r O 4. Design Wind Velocity ISO 806 DELAWARE AVENUE mph,,,,_ASD _LRFD End Zone Width:_ft. 5. Mean Roof Height: ILA-ft. Roof Pitch: 5-:12 Parapet _ft. FORT PIERCE, FLORIDA 34950 T. 772 460 7761 6. Components & Cladding Design Pressure used: (PSF, based on Actual ft. @ MRH (worst case) sq . 3© ' F: 772 460 4244 Zone 1:-24 Zone 2:4o Zone 3:-Tad Zone �I: -Z�i Zone 5:3;q Garage: ZC. FDOH in St. Lucie County WWW.ARCHITECTONICINC.COM 7. Design loads: Floor.?s PSF Roof/Dead: tt 57 PSF Roof/Live 30PSF Balcony: _PSF Environmental Health Dock: _PSF Deck: - PSF Stairs: - PSF Fence: s PSF Railing: - PSF Site Plan Approved for Construction STATE REG # AA26003348 8. Were Shear Walls Considered for Structure? K Yes _Not Applicable Explain Why Not: Supersedes All Previous Site Plans for 9. Is a Continuous Load Path provided? "� Yes Not applicable Explain Why Not: OSTDS #S�'3(.(g �� & Well #55.2� COPYRIGHT 2017 PROJECT Date:? 9 ( - levieW I' n3w+%s C.v 4 AI�P.o2-�C_ LCQ !PL-.,s y�ir'J �� n 1'2 LEWIS Lip RESIDENCE PORT ST. LUCIE, FLORIDA 1 a ICpICCs9�f Lam¢ a I/4tt�.��.12_":... _Li_V1l�t.a.....l k Ei - . �to45 sJfi a NO C LI lzj r e.- V OL U r-,VF 1-5 I `t it " , CONSULTANTS MICHAEL J. SEAL, AIA REVISIONS fin ---T- in I SHEET TITLE / SHEET NUMBER ARCHITECT m Tito S S GOt d PA N s'.'f..GII tfr�flGkl.�l3Q. ..�=��as.p. �ti iki .sm" tAIRIDE t TIZUSS :pVERFRAMED TRUSS a 0 T-I W- T,43P -rrkz - i FHOTZ"' rt5K 47HOP DI.JCah. G04416rA`f5:D Ma-? (lHttr' !"54. 5�+L1T�r>r l�rrrvM -f�G^K, PoulzE,9 CtawC, 5rc.ta. r,r ik+-5 Y,AL i L F F C-7 1�¢•r r" roes(o►.� �+4oe� 0 1Z' IZ, rZ„ fl ,�9 I?rT ZXCo f5 tfCK w� 3i 1G x Z�/i = TAPCcarJS @ Ia'o•�, hrF+(�Ez�.i� � 0 PlT,ZXGo SUCK' w1 zr 00. VIE-V uE o.PS Al ZAgs x the o fl 0 fl I X BUCK SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS AND WINWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF I-/+" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2011 FLORIDA BUILDING CODE WITH AMEND NTS. OPTION 2 X BUCK SHALL BE ATTACHED WITH 1/4" X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS AND WIN WS FASTENED WITH # 10 WOOD SCREWS SPACED PERPRODUCT REVIEW AFFIDA WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND BEYOND HE INTERIOR FACE OF FRAME PER 201'1 FLORIDA BUILDING CODE WITH N ?3 \A» f^ S ZONE Pl REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETr-R 8t 6" O.C. FIELD, ZONE P2 4` X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER a 6" O,C. FIELD, ZONE P3 5' X T @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD. NOTES: 19/32"CDX PLYWOOD SHEATHING 25' - W OR GREATER MEAN ROOF HEIGHT SHAD. HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL BE PEEL &,STICK.OR 30# FELT COMPLYING W/ ASTM.D226. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 3161 CLASS P, ASTM D 7158 CLASS H OR TASA07 AND -SHALL HAVE FACTORY APPLIED SELFSEALSTRIPS OR. Be INTERLOCKING. IF-- L e= %I 'A, TI b h3 CA, %L.KLPa 4'CLECG0 wxT,C-r- Ca 4z®f r s.1C o Leon�c�^Gte. s�at�-'z. CTyl?% orm Iz- 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 LEWIS RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT CONSTRUCTIONGRANDE i CONSULTANTS I REGISTRATION MICHAEL J. SEAL, ALA AR96898 REVISIONS IVO. DATE ---i— KEY PLAN SHEET TITLE / SHEET NUMBER PROJECT NUMBER $ Q, DATE ¢IZr, 6 (7 �1$ "Sg IPA IT I 01 �M �✓ �OO.t= STQ.tY C..7"ct �� '-� ivl' S'LATG 4 6-rWD9 CQ Z.4'O.C.i 4 &o'n om I'L4.re_ *r !'UJfr ftc a oft-, KI >, MA)MMUM HEADER SPAN $-W 1 6'-(P I 9`-D• 1 12'-d 1 —WALL HEQIT SND SPACjPI(i I t I 1 2 2 2 2 / OF 1FAM S M $111+A0110 END OF HEADER 1O`-U OR tm 1M OC. 12 2 3 3 3 3 # OF M LWM SAA A E CH DA OF HEADER 70'-O' OR MORE Ir O.C. 2 T 3 3 < 4 ROOF IMM OIUBIF TOP PLATE B-O IMif amNO FOR WACM swmWAND WJED6 W/1Eb MLL4 0 r O.C. sOE7om ON SLOB) SW ECH VA AS REa W WN wI " 1STA 16 OR mm 16 um 14-IOD RVS HEADER SRAS WE: UMM le' FLAT SIMP MAY REPLACE MIS 16 OR E01W. AT HEADER OMLY S►�M SPSP OR SCH ��MIM 6-1 I i/Y wms P.T. 11OTTOM PLATE --'1_ POINT BEARING HEADER CONNECTION DETAIL 16T.S. Pitc%III,rz I'AT` tco wIA-(Od D%L 7-X12, HEADE'G NA+L.'✓ T17-r- GaNEJCG oe. w/ IIt"?vewoot> SP+ esz 6Ctl C�uur— GLUED IL N- MILED r G S"co' Del. ZX4 1'oY PLAT£ 6TA6GE.Ze_t> ISOiH C s+oEs @ AE, oet Nla6s V?- a twn t_L CLGsdf xLPLCS ZX4 �aTllt>S �. IC�'O,C. e PGC>\7tD6.. scenlaS.ar� SY4 TOP +& $o'CYoM TLhTZ+ Ct 2'f+'0 C + V %.K-T', TO W-y- \" P �t- 17 ZX4 @,orToM PuaTE 0AL 5/F3 P6 Aa,I a De "vs�e z4+I��C Mp1.JoI,..'I't{iC' �ooT+Nrd Nyrf Z,.41c S Cin?-•as a-or..aT, .mac==l I•:: .: ;.. . I S-F-ri> N T 6 ,TL1ezo c5N Pa�L 121HPyot,j HFT;"-' z [ ?UGib I FIL-L�_D GaJ 4 �GD*GiT LH�I1� �_O&, FIL.Up? bet �I-IJcu7 FI r.klh N IQ E'44�4 a � t?o' M co.-Z"C, IL } -jn1 t t ( AL WAL-L5 2`IXlil �Pi FP.�=.IA. _ P1.Uf�f. D�.1� Ir hTl.tcCo aN 1=t 6 ✓�'rFi vE1��D � Sor-r- +r ; �b;•°�.�',P4T'i', ir.i�.4.LA-rtatii(�:3°i .L i� Cz�W a'� I Ix+cilal GfaLIC ilPGi-:t� �- Par pl '0 I 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 00 OR BETER WITH 30' MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3' BEAMS 1-l2" COLUMNS 1-112, 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 17 AND COMPACTED TO A MINIMUM OF 96% MODIFIED PROCTOR DENSITY. 6 COMPONENTS OF THIS HAVEB7EEN DESIGNED AND SELECTED TO WITHSTAND WIND FOUNDATION SCHEDULE FALL ORCES PER THE FLORIDA BUL DING CODE 201UCTURE EDITION 7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE S-1 4" (2500 PSn POURED CONCRETE SLAB WITH FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. FIBERMESH REINFORCING ON .006" VAPOR BARRIER 6. PRECASTIPRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR OVER CLEAN COMPACTED TREATED FILL. ADDITIONAL INFORMATION. F-I 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH 9. FOR METHOD OF ATTACHEMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. 2 # 5 BARS CONTINUOUS. "NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER. H �1 m �i � f zh _t e OI fl D i ( _ k 5 51-®t1 7_11-to L. i2,t b°� ` (o u.�.� ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCH ITECTON IC INC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT LEWIS RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT o 11 CONSULTANTS II REGISTRATION iro' R y MICHAEL J. SEAL, AIA AR96898 REVISIONS INO.1 DATE I REVISION I:I:02WAea SHEET TITLE I SHEET NUMBER A, - 0 C- PROJECT NUMBER 1 �boSi 4 ARCHITECT Architectonic Inc ELECTRICL LEGEND SINGLE POLE SWITCH 3 THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET - MOTOR OUTLET + WALL MOUNT LTG. FIXTURE 41F2 GROUND FAULT PROTECTION PHONE OUTLET II J.B. FOR FAN/LIGHT COMBO• CABLE TELEVISION OUTLET WP WEATHER PROOF ,� � � RECESSED ..FIXTURE CEILING MOUNT FIXTURE 50 SMOKE DETECTORS �T DOORBELL rc- � 17T CHIMES Zr�d ,$tv, .11 QrrpYG I'b ELECTRICAL LOAD CALCULATIONS 1645 SQ. FEET 3 VA 4935 VA 2 20 AMP APPLIANCE CIRCUITS 3000 VA 1 REFRIGERATOR 1200 VA 1 DISHWASHER 1200 VA 1 LAUNDRY 1500 VA 1 RANGE 12000 VA 1 DRYER 5000 VA 1 MINI SEWER 2500 VA 1 WATER HEATER 4500 VA 1 POOL EQUIPMENT 2500 VA 1 MISCELLANEOUS 5000 VA TOTAL 43335 VA FIRST 10 KVA@ 100% 10000 VA REMAINDER @ 40% 13334 VA AC / HEAT @ 100 % 12000 VA TOTAL 35334 VA 35334 148 AMPS 240 PROVIDE 200 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT TIED TO 13LPa: t�i PE tQ DRr btu ELIF(T,. 'ME'T!""it. WO AtAr, mwe P-0gotAm 40MINuNIT tLt4lo SEXVI C.1,9 3) At %/o Ymwm GU I�4 _ J ,spI/wP Eff!M 4 w1-SXk" WOV M.Auva - - .--".f---...-. lye + L I � WA / I y kt WI/6y� AgeXE / _ AU �Y G$A R, PC (P F•T- �...... o -. CTRICa- L - .. i L. _T.� 1- 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 LEWIS RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT GRANDE CONSTRUCTION i CONSULTANTS REGISTRATION MICHAEL J. SEAL, AIA AR96898 1 REVISIONS KEY PLAN SHEET TITLE / SHEET NUMBER A— Ar PROJECTNUMBER DATE 41?4(r6 ftu4�S p�KJ+'r r?- Wilsm .a. ■0� ,ate E SIN lm 41 011611m IN 1� 119� MINSf 14-08-00 ► m 1il1E313 m I qov t6 41 RECE5stU Z4' ' FOR AHU 7_07-00 r�1 1- •� MHV '•, A �\ \ x MHVB MHV10A MVB \ �\ �\MV4 MV2 I' rMV6 8 m n 04 MVZ / MV .00 / /4.07 , t 17-10-08 _ /, MV8 MHvB MVA� �j E J5 J3 !;# -Ifl -I# -1# �'# #� p� p� #� N; �11 A a J5 �S1 lt.l N J7 a J7 CONNECTOR SCHEDULE TRUSS ID BEARING POINT(S) TRUSS ACTUAL UPUFT(GROUPED, WORSTCASE) SIMPSON CONNECTOR(S) CONNECTOR(S) UPLIFT DESIGN FASTENERS A-ATA EACH 1344# 1 HETA 20 1810# 9-10dx1.1 2" ATB 1ST BRG 471# (1) HETA 20 1810# 9-2062-1/2" 2ND BRG HANGER BY TRUSS COMPANY ATC EACH S08# (1) HETA 20 1810# 9.10d#1.1/2" ATD-B4 In BRG 748# (1) HETA 20 1810# 9.2MJ#1-1/2" 2xD BRG 675# 1 NITS 16 1000# 14.10d)d-3 2" C•GRAT EACH 1177# (1) HETA 20 2810# 9.10d#1-1/2" GRB 1ST BRG 1700 1 HETA 20 18100 9.1061.1/2" 2xD BRG 1734# (2) NITS 16 2000# 14.10dx1-3/2" GRC EACH 1793# (1) HETA 20 18100 310&l-1/2" GRD EACH 715# (1) META 20 1810# 9-10dz1-1/2" GRP EACH 1992# (2) HETA 20 25DG# 9.1061-2" KING JACK 1ST BRG 743# 3 HETA 20 Ulm 9•lodxl.112" 2"DBRG 591# (1)MTS16 1000# 14•locbd-1/2" HIPJACKS 1ST BRG 157# (!)HETA 20 1810# 9.10dx1- 2" 2N0 BRG NAILED PER TRUSS COMPANY VALLEY TRUSSES 48" O.C. 672# (3)MTS 16 loop# 14-W&I.1/2" TKU55 INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS. CHAMBERS TRUSS, JOB # 75161-LEW IS/LEAR PLACE. TRUSS ENGINEERING DATED S/16f2018. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W WN.ARCH ITECTON ICIN C.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT LEWIS RESIDENCE PORT ST. LUCIE, FLORIDA CLIENT 1 CONSULTANTS 1 REGISTRATION O sr•. �� BRED ARG�\ MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. I DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER o- IPROJECT NUMBER p DATE 417I (b COMPLY WITH SMP CLIP 2X4 GALV. CLIPS FLA PRODUCT APP.# FL14239 4= qall , • ,Po'n: vuMx.J�JNr, 1N^.f L o NWw,IIIwF,Y'rv�quNwvi+w..�flMrvl i r ply 111Z/ ` , D h erl IXIG y_� x�ib j ' :,v� � . i ...:,,, .+.ram' ,� f`ry t l�l�'1%i•+. + �o-� � � � �s7f�r�4ti �,.,nm^"�reL�eY5k'.; - •III •wrn. ..,. -,.... fl.w.,yw «« NMwl -- 1�.3 I Lf t _ .�R� I I K W �x `f L i b'.vv NJWJ UTv �nfl�ww 't,v x4m.+..wn. „A:aw �.s..., .i....w .-Ymal,..MR4J*e.ib w w... x>rrn. ,,....._.. }�Grf- � Sq (RtIl1 �,�• I ,6cap66 � _ _.. _ f ` Y BATT INSULATION PER ENERGY'CALCULATIONS TRUSS BOTTOM TRUSS EYEBOLTS THRU TOP TRUSS CHORD HANG UNIT FROM TOP CHORD OF AIR Heat Pump COND I T I ON I NC EQUIPMENT SCHEDULE MFG - CARRIER p_ C.U. - CH14NB03600G (� A.H.U. - FB4CNP036L00 HEAT - 6 KW Back Up Heat MECHAN I CAL, Inc. E R 14 ELECTRIC- - CAC1817665 ELECTRIC - 208 - 230 - 1 PH BRKR CU 30 and r AHU 40 1643 DONNA ROAD WP8, FL., 33409 REF. LINE; S 3/4 and 3/8 5 6 1 — 6 8 9— 1 0 9 3 Total Cap 33,000 BTU COOLING 831 S. KINGS HWY FT PIERCE FL 34945 8.2 HSPF 33,800 BTU heating 7 7 2 •-• 8 7 a 7 5 7 E EF No. I Revision/Issue Dote ALL IDEAS, DESIGNS, ARRANGEMENTS, AND Pt.ANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF THIS OFFICE:, AND WHERE CREATED, EVOLVED, AND DEVELOPED FOR US ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT', NONL OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE' WITHOUT WRITIEN PERMISSION OF PREFERRED AIR CONDITIONING & MECHANICAL, INC. TRUSS AT 4 POINTS USING �' EYE -BOLTS WITH 210 CHAIN AT EACH POINT. LEWIS AUX DRAIN PAN EYE BOLTS -0IS A =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. ft DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less 60 degrees or less Tap 1 112 span approx. REFER TO BCSI Truss must be set this way r crane is used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. �--Approz 213 to -- a 1/2 of Span. REFER TO BCSI Truss must be set this way If crane Is used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses n are installed. A Il AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. WARNING The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS ep ILREPRESENTS A H'\NGER HANGER SCHEDULE r rev uI roea CAD 9YA SI IWAR FnR AX2 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS HANGER ID FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS "Please refer to Standard Engineering package for general instuction on installing hangers 10d=0.148" x 3" 16d=0.162" x 3 1/2" Hatch Legend LOAD BEARING AT 10'-0" LOAD BEARING AT 8'-0" INDICATES VOLUME CEILING CEILING STEPS 12" mmmi HIP 'ALLEYS ARE DIFFICULT TO INSTALL, PROBLI.MS CAN BE ADDRESSED BY CUTTING HIP VALLEYS IN HALF & FINDING CORRECT LOCATION. A Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! AARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A STRONG BACK OF 24' - 28' IN LENGTH!! 14-Oa-00 27-08-00 12-08-00 it IAI J7 J3 J3 m 9 o o n J5 o J5 C C; o ZAIZAIL GRP 0 N N � � V U P (D JS MHVB G �\ a ` v • O a J3 \ \ MHV10A v\\V �,,., I `V `A� V MHV6 Mvs ,7 J5 \ .\MV4 I J7 MV6MV2 It t— \ \ t 0 MV4 r 7-0000 \ 4 MV2 I ( JC7 ...� . g $ 3 N J7 I \�V I I � I a JC7 III I I JC7 JC7 � j MV4 o0 J7 g _ J7 -04-00 / j4-0708 j 17-10-08� 17-06-00 N -08-00 10-00-001 ' x J7 Vf1 v J7 MV8 � J7 m AVID J7 I J5 MHVB J7 j ' ' J3 . % N �'NN I � 1-08-08 S MVA I I I 4 a Are RECESSED 24" — t 1 1-0 -00 FOR AHU I " J1 ATD 7-02-00 6-01-08 6-04-00 9 MHVA n ATC I 9 c 0 GRA 1-0 -oo I I > o o ATB j I I > J1 0o ATA 0 0 N A D GRA J5 J5 0 0 0 J3 J3 J7 J1 m in n n n n n c'r 8-00-00 14-02-00 0 4 4-06-00 0 4 5-08-00 20-00-00 0 NOTES * ALL BEAMS ARE BY OTHERS. * INTEF,NAL BEARING WALLS REQUIRED AS SHOWN. * BUILCE!R TO UNDER FRAME CEILINGS AS NEEDED. H SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 8'-0" END DETAIL: MASTER SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 8'-0" END DETAIL: VAULT SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT VARIES END DETAIL: TYPICAL CORNER DETAIL wasuwu xor swrAl rise vAenr 51- 5r— 3-04-00 5r- 12.5 FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED e undersigned acknowledges and agrees: i 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for lermioing successful fabrication of the busses. 2. All dimensions 41 this layout have been verified by the undersigned. 3. Unless written notice is provided by oenified mad to Chambers Thus within ten (10) days of deivery the designed agrees that no backcharges will be allowed. In the event such written notice is famished Chambers Truss at have three (3) business days in which to begin repairs required, or to substitute other busses, at Chambers option. 'err 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of 'BCSI' summary sheet by TPI & WTCA 5. Delivery is to job site. it is the buyees responsibility to make the job site suitable for delivery. Chambers Thus has I sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will responsible for dump delivery only. The buyer is responsible for additional delivery expenses d Chambers Thus has redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is iponsible to Chambers Truss for lowing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change it any changes are made in this layout. A $50 per flour I for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or it no agreement a reasonable price. mice will be made on delivery and paid within terns of net on delivery. Invoice may be made at scheduled date of livery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Tess 3sonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be bled for all sums not paid within terns. ! 8. Signature or initials anywhere on this sheet com,lihdes agreement to all terns herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unto ndiiorially guarantees I ymem when due of any and all indebtedness owned to Chambers Thus by any entity receiving material and the dersgned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the 10. In the event of any litigation concerning this agreement the items furnished hereunder or payments referred to j %am. the parties agree that the sole venue for any such action will be Saint Lucie County, Fkxida 11. Design responsibilities are per `"'National Standard And Recommended Guidelines On ResponsibiWes For 1 onstruction Using Metal Plate Connected Wood Trusses ANSVTPUWTCA 4 - 2002'"' I 12. Warranty is per Chambers Thus Warranty attached. I A spreader bar may be required per "BCSI" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do SID can result in roof collapse. Temporary and permanent bracing arerequired and can save life and property i and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set lumb and square ® i Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS I USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES i CHAMBERS TRUSS INC 9415re!nr venue Fort Pierce, Florida 34982-6423 600-551.5932 Fort Pierce 772,465.2012 Fax T12-465-8711 Vero Beach 772-5619.2012 Stuart 772.286-M Web Site: CHAMBERSTRUSS.COM Email: MAIL@ICHAMBERSTRUSS.COM 19 APPROVED I3 APPROVEDAS NOTED REVISE AND RESUBMIT ❑REJECTED IBLE AT JC Architectonic'I ---4,01ADINGIDESIGN CRITEM REDUCIBLE PER CODE SUCH AS SBC IW4.&I DESIGN CRITERIA County ST.LUCIE Building Department ST. LUCIE COUNTY Wind Design Criteria ASCE 2010 Wind Design Method M%VFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 30 0 Top Chord Dead 15 4.2 0 Bottom Chord Live '10-Non Conocurent 0 Bottom Chord Dead 10 3 0 Total Load 65 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 15' Building Type Enclosed Building Category IL Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 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: 75161 SCALE: 1 /4" = 1'-0" 150 total trusses, 50 unique designs Designer: RLC Reviewed by: RLC Date: 05/16/18 FOR GRANDE CONSTRUCTION DESCRIPTION: LEWIS. Page 1 of 1 CUSTOMER INITIALS EACH PAGE 75161