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Home My WebLink AboutPLANS' ARCHITECT Certification for Design Load Compliance 1. DESIGN CODE: Florida gg±t E�TIA-code 2017 Edition w/20„-„ supplements using ASCE 7.10 2. Structure Design is: )_ Enclosed _Partially Enclosed Open Building 3. Risk Category: ^I .2,Lli -Ill _IV Exposure Category-B.r.0 _D Adjustment coefficient -L-0 4. Design Wind Velocity mph _ ASD _LRFD End Zone Width eft. 5. Mean Roof Height: jbf ft. Roof Pitch: 5 :12 Parapet ----A. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 3 C7 'MRH (worst Case) zone 1:- 7& Zone2:-Jo -zone 3:- §na zone 4r,Z& zone 5:-3,Aa Garage: 7. Design Loads: Floor: 7L PSF Roof/Dead: l i PSF Roof/Live � PSF Balcony: -PSF Dods: _PSF Deck: _ PSF Stairs: _ PSF Fence: _ PSF Railing: - PSF 8. Were Shear Walls Considered for Structuur 7 / Yes _Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? ? Yes _Not applicable Explain Why Not: STRUCTURAL NOT 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 2600 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 3W MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS V BEAMS 1.1/2" COLUMNS 1.112" 6. 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 AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION 7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. a. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHEMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. "NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER. NQ= DRYWALL SHALT. CONFORM WITH SECTION R702.3,1 OF THE 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 AFLAME 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 R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND DESIGN SUBJECT TO DAMAGE FROM GROUND SEISMIC - •- WINTER ICE BARRIER AIR MEAN $NOW Speed Topographic DESIGN Pro line DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL LOAD (mph) elfocisk (tn CATEQORYI Weathering" do thh Tormae° TEMP' REQUIREDh HAZARDSe INDEX TEMPI NA See Fig. R301.2(4) NA Nagligible �NA� NA NA NA PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN TYPE CASE) PRESSURES PICTURE ZONE 4-28 -70 PGT INDUSTRIES PW 5520 NOA# IMPACT 3/16"ULMACONS@IS"MAX.O.C.WITH1-3/8"MIN. WINDOW ZONES-34 17-0614.09 EMBEDMENT AND 1- DISTANCE TO EDGE WINDOW ZONE 4-28 -70 PGT INDUSTRIES CASW NOA# IMPACT 3/16" ULTRACONS @ 17" MAX. O.C., WITH 1-318" MIN. ZONE S-34 117.0614.16 EMBEDMENT AND 1" DISTANCE TO EDGE SLIDING ZONE 4 -28 .100 PGT INDUSTRIES 5570/2770 VINYL NOA# IMPACT 3F ULTRACONS @ 21.6" MAX O.C., 6" ON CORNERS !- GLASS ZONE 5.34 17-0420.06 3/8" MIN. EMBEDMENT AND 2-1/2" DISTANCE TO EDGE DOOR WINDOW ZONE 4-28 -110 PET INDUSTRIES DH-SS60 NOA# IMPACT %"ULTRAC DNS@ 10" MAX. O.C., WITH 1.3/4"MIN. ZONE 5-34 17-0630.10 EMBEDMENT AND I" MIN. EDGE DISTACE GARAGE -26 -42 CLOPAY BUILDING 01 W6-22 C-PAN- FUN IMPACT X" X 1-5/8" LAG SCREWS @ 24" O.C. DOOR PRODUCTS 1E448: 524, S24V, 1767L1 5245, 520, SZOS, 224, 224V, 2245, COST, C4SV, C4SS, COST. CDSS ROOFING ZONE 1.24 N/A BORAL BARCELONA 900 FL# N/A 2 #8 SCREWS & (1) 54 GRAM PADDY ADHESIVE ZONE 3 TILES ZONE 2 40 28328.1 AND ZONES 1 & 2 (1) 54 GRAM PADDY ADHESIVE ICP ZONE 3 -00 ADHESIVES POLYSET AH.160 •••---•-••-••--•-•-•••-••.--•--•--• •.•••-.- nrrnv"nc run we yr rnvw,.m Ll m rvn inu>Ircvlwrct.Int ALLtrIANLt OF IHE5E 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. SCOPE OF WORK: REMOVE WALLS PER DEMOLITION PLAN ADD GOLF CART GARAGE RENOVATE INTERIOR PER PLANS REMOVE AND REPLACE ALL ROOFING PER PRODUCT REVIEW REMOVE AND REPLACE EXTERIOR WINDOWS AND DOORS PER PRODUCT REVIEW ADD % BATH PER PLANS RELOCATE AHU INTO ATTIC REWORK ELECTRICAL PER PLANS REMOVE AND REPLACE BATHROOM VANITIES iEVIAO; D &R C;OQE COMPLIANCE WALL LEGEND .T. L,UCIE COUNTY BOCC _ �- EXISTING WALLS TO REMAIN EXISTING WALLS TO BE REMOVED �. SCANN' EEZF-= PROPOSED CONCRETE BLOCK WALLS ♦ �11`�BY yy�,gy,r. Ott L00,14 c 1i11LM PROPOSED 2 X 4 FRAME WALLS FILE COPY 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 GREENE RENOVATION / ADDITIONS ST. LUCIE COUNTY, FLORIDA CLIENT ' CONSULTANTS ' REGISTRATION REVISIONS KEY PLAN REVISION RECEIVED AUG 14 nig ST. Lucie County, Permitting SHEET TITLE / SHEET NUMBER A- I 6IV 'j PROJECT NUMBER 1905o DATE 7116111 ARCHITECT Architectonic Inc fL Llt��tryCs,'-lS�� NTS h'iCtl f-x r h5"tNC. r'� Br', tiiemr4'r 1 )� F4AR-�� xdst(r� tzooF��, I i I I � � I Ai2fl 11`rrv.3 !N-FrI-L- ` •� i FOUNDATION SCHEDULE S-1 4" (3000 PSI ) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-1 12" X 12" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS. F-2 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. D-1 # 5 DOWEL DRILLED 4" MIN. INTO EXISTING BLOCK SET IN EPDXY @ 24" O.C. VERT. D-2 3 # 5 DOWELS DRILLED 6" MIN. INTO EXISTING FOUNDATION SET IN EPDXY AND TIED TO NEW FOOTING STEEL. D-3 # 5 DOWELS DRILLED 6" MIN. INTO EXISITING FOUNDATION SET IN EPDXY @ 48" O.C. TIED TO NEW FOOTING STEEL. ow—' ," Ca 'F Tb O cur uFAs I170-'p 7'c APv W -tt4F 8 7� GF'Ar+ 1 t�eaa. ram, P 1� rN 5P70iL (Pme:ojL lr L. vr- �+ Zo 8 5� 6L QTL 8c.ocw, Crz.r..c_ 7o T,1,� Ott EP SOG+n w/ PivS t wszrosF+`- ,P�/LLEp 4-HrN )< rO ray Sr * W 5 rroR-rzr &A�3 petu.o-p ?"m r-w-7n rp ,r"/y e Z•{'b rc, DEBT -- &I OO o 4F� IQI O p� t Not'E : ALL E LscTcr �A L He ' I K Tcl '- riot g�{®wti t �xr SreN� !o-o % re'"arn3 loAS 9AnYSiiss5 Q I Gty �iN�av6ti � . 1A�(2ib v77rc 140 477, � EkrSYrn.� 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 GREENE RENOVATION / ADDITIONS ST. LUCIE COUNTY, FLORIDA NL4I:0,1ilr CONSULTANTS REGISTRATION uet�rvi sec�i. i2 7° caf-F CAS oNve. s MICHAEL J. SEAL, AIA trpytNpe AR96898 V - L66�rt DR' 'REVISIONS rou►� i�A �l o P� �� rxrsTce�co �o�N� ro r w daocc ttEp q{- g.aIJP ISM �++/ -* 5 ISAe. CAC}! slr _ _ _ ---I r— _ —A1 IC I AWL t CHIC-C-p vF.�dFi Acr..tsS t I^� F-y-Ivr !s.�rb-•tw ►...ter=,-ii�'. __ 97 10 NO. DATE REVISION 1 87 19 Re��seD KEY PLAN EVE EC FOR ' OCE COMPLIANCE "3T. LUCIE COUNTY SHEET TITLE / SHEET NUMBER /\ -- a 6F LF—F-F 5 (QF 5—:-LFI VAI 'THI ®t-� VIVI 6,Ce, PROJECT NUMBER P—Iq e5o DATE 7/18(19 form IT %mot pCl of e., t-S *-CA) t/e4�1� L %4°rTl'C�'S Zk8 PEKE c..a,ac-L- Tb � GLr r or A`> rJE.&'p Ta (0-sro'L4' C4-)?L°C z.XCe �M 61MP`joN L-5TA t Z/Lii'141 NA,L5- i% _ i, _ 4i l II zxg Flt-c-��T� — EY/57 -. C'10J— — BL•l f0 BE. ��t+Lg7E0 VIZ oeF�l � co� �L GL ire ge -1 E(das7o�� Sy-CTTe� NTS -\ — MCNU�ArnJ = .. GeST-CRETE LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPUPT LOAD COMPOSITE BEAM 4-4" 5206# 2635# 8F34/3T-18 FRL4 4'-V S206# 2525# SF14/3T-18 5'-8" 4567# 3980# 8F14/ST•IB 5'-10" 4242# 1900# BF14/iT-SB 6'-8", 3120# 1651# 8F14/1T-18 R46 RlJ Y-6" 9'-8" 2459# 1568# 't:'7CjjC 1462# 1135# I O 8F14/1T-18 8F14/1T-SB NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. CA,ULV,1L-Z STUCCO V4 SON"4 C COI,3CteT@ 9SAaL *-?- �uz.tc INsL�GG/�TI4nJ FC.r,,.W Q)C� P TAT L \'itF S 1%OLJE.LI D�ltl.�® G n S'sr t I!.L,0LK Of Ftiksf-v- A7--S t3R2. Ct9r•-2TiwtaAu$ t jz O�.Yw e3.L.L.. o>J P f t 7f,L F�� °�P.-t EGA QtCo"OeCe w/ SZ'31CC.Q � FI-Fo�L_ rr.sytirC-e-r�p+J I "IL'Lvp C.1 2--L-- rS pty- 62-5�bo Ps t) ZINN- C.,6 •00 �..• if Ak�O P► 51tblezx�� C°r1x Ex f T�V f 1 tJFY t P� bl'C'�d�ti� G FrI-L L DRYWALL AND FURRING ATTACHMENT P.T. I X 2 FURRING @ 16" O.C. FASTENED WITH I W' CASE HARD NAILS @ 8" O.C. /2" DRYWALL FASTENED TO FURRING WITH 1 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. CK FAST 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 1.1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH ''/" 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 2017 FLORIDA BUILDING CODE WITH AMENDMENTS. 1zoaF STRuC_T'u�� I ��- Le" T> 4 To? VLA *Cr- 4 6TI-IDS. i� Zq'p,Cr 4 aca,TnM fL.ATE. �rTttJC�a Ft-o o K. GA.P,I-H. NONNOW �fA F- W WON WON W WON WON Nip ROOF SHEATHING NAILING ZONE INFO. ZONE Pi REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4` X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD. ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4110.C. FIELD. INOTES• 19/32" COX PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHAN.K NAILS. UNDERLAYMENT FELT SHALL BE PEEL &. STICK OR 30# FELT COMPLYING W/ ASTM.D226. Y'oeS(Ow) gloCk. 0 • - _ oL44 0 `9 Prt 2X( is gem w/ _ - p TAPtSn.J4� @ IZ'o,C, hT'nC�GEE:£p 9- SLICK v'i4'li'XSh- - -0,PrT,7)(& R1=N> L{s �s >u1 Z X ,,�� o - - o z� O C '1'1�1� pz-oAfrA.�Co ot,� °Io #k lk�Y IL�arl�p ¢)eK. PcoF Aie.ol.l1-SCe zoL�>: ��re-ram '^'/ro-1md titilu� ca-VEA, jv-w;. r-1AYc aaBL.E a*-W ptPH 6 F+y�-T''�ff& .tF BXryi/ILY,c, i o-MH I�xrxtr�co- 1pvew0c:::. 15OFfI T ��GoI�CPGCrc Qt1JC� I n1 Ff t-t �P d-st;-- ,P� PGA-s,-> *- KzvT -4TL4 GCA cowsT'6C FUv,Rf3L�rm SIMPiiaa � I& a ISAC H, - m3c, Tels9r``i , - 3o I Nsut.A.TlB/J /sll•Lescn� t_usz4- E1AN[a�vQ, �6LfSowsa R+1"I 'tlz�pzYwA.e.e� w/ t+es rtske r�o., KGPute-£ RoTTaH CCaut<rs4S w/ PCE!-CA4T F>rE-&I.�to, rti'r'� C� 6 FE OIL W/ I*C'PAW. e� Yz Pt-tua.aac. mr..a P,T� 4s J L.AT•td*W5 5-I �lrxrSTi N Co 51W. T4 C Z4"e.c, 'f111'RL >`I4T1 `tJ% TTL tFsS w'G6 pgi a x l2 F3M �.+/ CzJ %t q5 T11l=LC F+al-T5 a ?1F°s.Gr �.'. C2)iiMPSew.+ ti.TS►•L2o h(tA.fS La/ 7-! od Nam' �S EL �4; c14"rA 23f'4-� TtT FI-15 �i<I h7 I rJ C. ARCHITECT 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 GREENE RENOVATION / ADDITIONS ST. LUCIE COUNTY, FLORIDA CLIENT 1 CONSULTANTS 1 REGISTRATION v" 1- ��zll :Q , �4, isj� '.......Vk .Z MICHAEL J. AR968 REVISIONS NO.1 DATE REVISION KEY PLAN REVIEWER FOR %ODE COMpLIANCE T. LUCIE CONTU SHEET TITLE / SFkWCOER ON 3 flF 3 Sit0�1 ONNIN PROJECT NUMBER (ram I 0SD DATE 7 /(g ( i PL£CrL L T- Ul C�!�-7 hm FRO - Cx/2018 MODE. Na - RHIT4821STANJA NEAT STRP - 10 KW 12t�RIGERANT - R/4KM NFRA OUTLETS, &MT0419S AND LIGHT FIXTLn68. BRING ALL ELECTRICAL LP TO CODE ALL EXISTING CIRCUITS IN EXISTING SPADES TO BE RELM). WICNIN8 OF SYSTaN NEW LOCATION AS 340M ON W301IANICAL. PLAN ALL DUCTWORK TO REMAIN W/ booeFnON Op R82OUTING OF EXISTING RERl2N AND SLPPLY LINES TO AIR HANDLER NON LOCATP AREA CALCULATIONS LMNG AREA 2478 3Q T RENOVATION U/A AREA ONLY 2,4 SQFT TOTAL U/A NEW 2202 SQFT EKMT GARAGE 882 SQFT NEW GARAGE ADDITION 42 SQFT CLOSED PORCH HIGH 288 SQFT NEW TOTAL 3084 SQFT Ip kDEotm p 17.7 t=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. Zt DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less 30' to 60' Span Spreader Bar ' 60 degrees Or less Tag line 112 span - approx. Tag line 12 of part REFER TO BCSI REFER TO SCSI Truss must be set this way I crane is used. Truss must be set this way'If crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are installed.is 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. 0 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 REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 02 EXCEPT AS SHOWN CARRIED CARRYING HANGER ID FASTENER FOR FASTENER FOR TRUSS TRUSS CARRIED TRUSS 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 WALL HEIGHT 81 -111 z2!.\ Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers P 12 5r- 4-01 r.r 2-00-00 8-00 SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 8'-1" END DETAIL: TYPICAL FABRICATION AGREEMENT HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for determining successful fabrication of the trusses. Y 2. All dimensions in this layout have been verified by the undersigned. CORNDER JACKS i' 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the ARE NOT BEVELED. r SEE STANDARD undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss ENGINEERING. O Z shall have three (3) business days in which to begin repairs required, or to substitute Other trusses, at Chambers option. o After 10 days of delivery remedy will be according to Florida statute 558. N o 4. The undersigned acknowledges receipt of "BCSI" 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 the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is responsible to Chambers Truss for towing costs due to site conditions. --— - - - - r 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour - fee for revisions may be charged by Chambers Truss. _ 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss 24" O.C. THRU reasonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be CORNER JACKS 24" r 1-tn added for all sums not paid within terms. ONLY 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees CORNER DETAIL payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the'.. OVERHANGS NOT SHOWN FOR CLARITY recipient 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to - - - -- - - - -herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSIITPI/WTCA 4 - 2002"" 12, Warranty is per Chambers Truss Warranty attached. BY OTHERS I@ 8'-1 If DATED_ SIGNED OR TITLE 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 so can result in roof collapse. Temporary and permanent bracing are required and can save life and property 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. 1 Trusses must be set tpplumb and square 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 USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC eA5 401eandervenue Fort Pierce, Florida 34982-6423 800-551.5932 Fort Pierce 772.465.2012 Fax 772-465.8711 Vero Beach 772.569.2012 Stuart 772.286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM _ SHOP DRAWING / SUBMITTAL REVIEW &APPROVED ❑ APPROVED AS NOTED ❑ REVISE AND RESUBMIT []REJECTED_ SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY, THE CONTRACTOR IS RESPONSIRI P PAM OF ' Architectonic Ind. I Fort Pierce, FL 34950 MITEK VERSION ] 4.1.431 CRITERIA REDUCIBLE PER CODE SUCH AS SBC 1604.6.1 PER CODE SUCH DESIGN CRITERIA County ST. LUCIE CO. Building Department ST. LUCIE CO. Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(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 Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.33 1.0 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 II: 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: 76189 SCALE: 1 /2rrrr = 1 r-Orr 6 total trusses, 2 unique designs Designer: RAC Reviewed by: Date: 08/01/19 REVIEWED FOR FOR CODE COMPLIANCE BIG DOG z-r- 1,UC1E COUNTY DESCRIPTION: ROCC GREENE Page 1 of 1 CUSTOMER INITIALS EACH PAGE 76189 ARCHITECT 67-) L17TA, %2- "✓/ 7-tOd NAILS illli. C4) k a?4"nr s III III III IF ti I it II ZXS Ftc.Lt'%j� FthT� ZXS P-A.KE WA-t-C_ r.5 `� ra Wsrs.cc. C�)PLY zx� 6M SIMP9nN l.9TA tZ �14-14I N4.rt_S LTkP) LETS EX�TI+-L - A UNTEL LENGTN SAFE APPUED SAFE APPLIED COMP OSfiE NO. GRAVITY GRAVITY UPLIFT UPUFT BEAM LOAD LOAD LOAD LOAD RL-1 4•-a" 52068 2635# SF14 1T-18 RL-2 4'-6" 5286# 2525# 8F14/1T-16 RL•3 S'3" 45671 1960# SF14/1T•18 RL-4 S'-18" 4242# 1900# 8F14/1T-18 M-5 6'-8" 31201I 16s1# 8F14/1T-18 R46 7'-fi" 24s9# 'L%*tc 1462# I 64r RF1411T-1e g1.7 g-8" SSfiBk 3135# SF14/11 NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR UNTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 5T4cC,0 S"f LI.CC.C� GCotx�E�S�AI.F � $ w_g- INS%A 'f P T-A'I L S' BM t3L..oe,K oe FHAst-'K f'F1 FI - FOIL. (rs5JL4TUUiJ rl L.L..Fjp CO-L — �plyz-�r�G� 'Fow•sp bCCtc)1...3 4 t-/- C-zsnp P5 tPaNxe..e-jP- Co �CGz �c ( col[ 0 WW1`^ i (fie =�jk 'itt�r 1+ 1kt;( 1114 ��.F�`r>:A�g"P-�-1�>�A G$`1 = t`�J t��Y•( P�..�-'�+bct•.s G DRYWALL AND FURRING ATTACHMENT P.T. 1 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. 5/8" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ IV O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1.1W EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH W 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 SMALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS. I LCe.PE./.1hICC 4 6TI.IDS 4� 2.4'O,CU 4 BO"CToM PLaTE. N„S SEL�eiC.D 4T'(/JCer FLo 0 K. p'1 � �tr�Gt= P- z P z /Gtvcy0 e-1 RECEIVED Architectonic Inc F3 OCT 16 2019 ST. Lucie County, Permitting 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 NIP T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 P^ PROJECT R F SHEATHING NAILING ZONE INFO. - - - - - ZONE PI REMAINING AREA W/Sd RING SHANK @ 6" O.0 PERIMETEER & 6. O.C. FIELD, GREEN E ZONE P2 4` X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD, ZONE P3 5' X 5' @ HIP AND S' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD. RENOVATION / ADDITIONS NOTES: 19/32"COX PLYWOOD SHEATHING ST. LUCIE COUNTY, FLORIDA 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT EHALL BE PEEL &. STICK OR.30# FELT COMPLYING W/ ASTM.D226. r slow fbl-OCk. {! 'iz' xsYz" �Evt{�aa� 0 - 0 1z" t Iz" tz" 44 O pFf.YZy @ K L'"/ 31t4"Xz'/i" - O �g IZ"o,e, STnC'e'EeEjD 9- �n - _ PIT,zx� BUCK w/ vs'Xsva" P_ED Ott= -ADS Wl Z e� 1c 1�" O -.9 1nlAblib�S - O O O O tovwT�c FLo�cttt� `I"It_� pZ._Ob1=rA3Co ct,0 Lio � Ho1" MOP OUP s/t3""G6>x PLKwooP I�Art-bD R>=e CcoF wLSILrr�G ZOL.>E p�Gr'aUt_ 6i1 tPson� ifl�razo a1MP Far w/Yo-lmd w�Att� (6 e6eLNA �-�q, �6VsS• � �o:C.s 7_7Kv �A"'Pr�SE+.z4o /� i't++hS �-3o Irosut.,,4.rlanl-� p T-&4 lEPloPa F.tr��Ft iSxr4rfitX,c, MPT'eH PLYI SoFPt'� �j'"GorJCP�FTra 1rSLgC '� Lr✓� 1J'% !�F 5 P AGS T'O E7LCIE.E,`D Ce:ba•G, STII cC O ��crST1 N t'o F+4 ^" K8 I/ I/e.'96 T40= r•Ih T-tr9� rR.asS w'>;-6 vsiZxtz am w/tzJ'/sgS T'W-AL SO4TS @ 2.4 &,e-t .4 L2.i51MPbewa 11 TSYt2o hftaPS tom/ 7-1 od'Nr�+L$ StInPSo1J LLas24 '' j 11 & tR-A.D X �L Pi0/3`D Fit"I tI2" DCY tuALf— "W/ couehrz ..,/ Pei-t:asr �-Z4'o.c, W/ I +k S 6A4L 9O-O Z-97 REVIEWED FOR ti %. Pt_twALL mom, P,r, CODE COMPLIANCE vRiR�C. a SJA" ST. LUCIE COUNTY 1'_141 P , ti 4J LAT k�� BOCC (p { 1' 1 SCANNED BY s— I St. Lucie Col,ln�' 77 - �-3 CLIENT 1 CONSULTANTS 1 REGISTRATION REVISIONS KEY PLAN SHEET TITLE / SHEET NUMBER � 1NT�.1o�.. _v�•lw,c�t_ si~cTlb SST t4 PROJECT NUMBER DATE �EKM L T� 050