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HomeMy WebLinkAboutPLANSSCANNED BY St. Lucie County CONC. SIDEWALK OVER EASEMENT LINE 1.20' N89 "48'22 "E 1044.36' S00 q.lj4 "W . EPdfENT 59.691�� �� �� PARCEL. Q Zt Q I vl Ai i I 20' ELECTRICAL I m - -- EA SEMEN T H- 4 'ANS. PAD 0 VER EA SEMEN T LINE 4.95 PROPANE TANK OVER EASEMENT LINE .75' N00 °00'00'E A/C PAD 0 VER EASEMENT LINE 1.15' W: t N EAST PORTION OF PARCEL Q 0 489 048 22 "W 126.93' FBC APPROVED PRODUCTS LIST PRODUCT CATEGORY I SUB CATEGORY I MANUFACTURER IAPPROVAL No. & DATE I WM LOWABLE PEED STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL20717.1 180 26 Gauge AG Panel 10/13116 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL20727.1 180 26 Gauge AG Panel 10/13/16 STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC FL17381.1 NA 8x16 Flood Flap 11/12/15 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3 139 Series 402-14 09/07/15 EXTERIOR DOORS SWINGING ELDOR DOOR AND METAL COMPANY FL17996.5 170 Series 407 09/07/15 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1 180 Model 203 05/31/15 WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY, INC. FL12940.2 139 Model 100 VS 01/06/16 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL174,99.1 ISO Model 185 SH 08/05/18 TABLE 1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS OR GIRTS MAXIMUM (INCHES) WIND ULTIMATE NOMINAL POST / RAFTER INTERIOR END RISK EXPOSURE WIND SPEED WIND SPEED SPACING CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS 110 TO 150 89 TO 116 5.0 1 6 6 C 151 TO 180 1 117 TO 139 4.0 1 6 6 METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS RECEIVED OCT 2 5 2017 Permitting Department St. Lucie County, FL GROUND ANCHOR SCHEDULE ULTIMATE WIND'SPEED (mph) ' 110 12 1130 140 150 160 170 180 w = 3 12 14 16 18 20 22 30•Anchor Detail 1D. _ 48'Anchor Detail 1C 0 24 26 IL 28 30 ±±I '�.60• Anchor I _Dell 1C . NOTES: 1. Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing, or 18 gauge hat DETAILS 1C AND 1D SHOWN ON SHEET 4 OF 5. channel roof pudins. 2. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes of 7• to 27° (1.5:12 to 6:12 pitch). Spacing requirements for other roof heights and/or slopes may vary. GENERAL NOES: 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE, AND INSTALLATION OF DOORS, WINDOWS OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST ON THIS SHEET, AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPOETS, INC. SHALL BE AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS OF NON -APPROVED COMPONENTS. 3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. 4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12-14 x 3/4' SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6' O.C. AVERAGE. 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4• SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 AXW1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. 7. BASE. RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6' OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION, EXCEPT AS SHOWN ON DETAIL IE, SHEET 4 OF 5, WHERE BASE RAIL IS FLUSH WITH EDGE OF SLAB. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ4T ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL NSA 1260, OR EQUIVALENT. 9. POSTIRAFTER BRACING: BRACE ON EVERY POSTIRAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014) (FBC FE 2014) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC FE 2014 - BUILDING. 11. 14 GA FRAMING IS 2-1/2' x 2-1/2' TUBE STEEL ITS). NIPPLES ARE 2-1/4' x 2-1/4' 12 GA TS FOR 14 GA FRAMING. 12 GA FRAMING IS 2-114• x 2-1/4"TS. NIPPLES ARE 2' x 2' 12 GA TS FOR 12 GA FRAMING. FOR CONSTRUCTION IN THE STATE OF FLORIDA PREPARED FOR: CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 PREPARED BY.., BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY COMECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COhIPLY WITH ALL APPUCABLE CODES. /%/O-OG/G ST. LUCIE COUNTY BUILDING I REVIEWED FOR COMPLIANCE REVIEWED BY PLANS AND PERMIT MUST BE KAPT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE. REQUIREMENTS OF SECTION 1609 OF THE FLORIDA BUILDING CODE, FIFTH EDITION (2014). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. ..11111111 r,. CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA B 3017 BECHTOL ENGINEERING . � Aff AND rESIING, M. � um uawvs>¢�ui crams "'a'6 TB " G77001 TB SHEET 1 OF 5 1 /2916 1994 2017 a r - r j d �t a y ' r. �<.e `tit, a >;,'♦ ia�� .3 '=- • 1 � � T ?ems J6 Y, 6 � • i i w 1 � 4 � 1 k . q i 2 s. a # Google earth - . I f !-,! , -i � , r 4 � . ��5 � :'� �� �,. M '#{}Yt kj,� F <" T'i * �,•� � 7 � i ', �e yam,,. ,g,. f MIIY nSr , d A. T 4 1 1 Jr t; . M1 , 1 , C ' r ! 'T k L �7i —t , ro� � � �' . E ,�'�9 W+' fF '�'. 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J �z ''�„ii+* '.' • � g � `arc : � "la E'� A'S t • � , +i1 � f'(i t LL 14 ` F ` A 1` k •,, - r $ . ,, . a ,a,'s` � I I _ _ S.LWE OF THE N.E. i/d OF THE SE — _ - tN...EOFi ESE 1fd OFTXESE 14 North I PARCEL: "P" I I POINT OF BEGINNING JJ 10' Unu7Y EASEWWT I \ \ / CONG 9DEW" OW?UNE 1.20� EASEd1E.VT H-6 1 � ✓/ I �NNA11" PARCEL "J" F' PARCEL: �L II II II II II II �l I J S69Y82rW 2M71' nam eir u PARCEL:I"Q PARCEL: "S' PAD 06ER EAg1VENT UNE 4.95' Alc PAD OVEREASEVENT aw 1.15' T PORTION OF PARCEL Q NOOT6J4'r 5a00 J 200 0 100 21 r/ ®==7� 1 WILCOX ROAD 100' R1W 8 � _9_ - - — — — — — — — — — — — — — — — — — — — — — — SOU1H UNE OF SECNgV 8 17 16 1 ( IN FEET ) I inch = 20OFt- I PROFESSIONAL LAND SURVEYORS & MAPMENS CaffvgevfAo&G>ffzzffm: LB 005 1717Wm Rica BAd - Sime 101 Vao Bad, FI b JM pkw: (771) YJ • 1113 Amk*: (771) W -1096 rmu7: Legend & Abbreviations: LB - LAND'SUBE)UGDU9%W POC - POWT OF Cd WFNCB Aj# POD - POWT OF EMMING POT - POINT OF 70MUS FD - FOUND PtC - M HOD & CAP SEC - SECIIOV Plat of Survey for. HARBOR BRANCH OCEANAGRAPHIC INSUME Type: SKETCH OF LEGAL DESCRIP77ON NOT A BOUNDARY SURVEY PROD. NO. 07-026 DWN. BY.- E.J.H. CKD. BY: S.A.H. DA7E 1211110 SCALE.' 1%r200' ME SIGNAIURE AND 71E GRIM& RAW SEAL OF ME.FLaWA REGIS1M SURW M AND YAPPER NAM HEWECN Mat S OM47URE AND SEAL MAY BE FDUHD AT THE END OF 7HEATTACNED REPORT THE FLAT AND REPORT ARE NOT FULL AND CONEYEW1WWOUT ONE ANOTHER / 1 I / / I / I -- tS. LINE OF THE ME.ME.1l60F THE SE_1(<-- ---- // /-----------— M LINEOF THE S.E. 79 CT.ESE.IN / I North I PARCEL:"P" I POINT OF BEGINNING ` J I 10' U77UTY EAk77E77T� vsgwFNr N-6 PARCEL ".P :EL: I I I I PARCEL: "S" II II 0" �- `= EAST PORTION OF I— I Nseas�rTzazar j ' f : — PARCEL Q p'T T II II Naos+vout _�_t< P EL: "Q' I 011 Tsae6 .� I �F /N., ll£GRESS R I 20' ETECT H-4 -cvmiir iimmce I If-EA4]/ENT N-4 oil �te�=:y'•'r: •. I N0076:Wr 5aOO Sast672'w zora7l' zao o Ioo zoo _ WILCOX ROAD 100' RfW _8 _9_ swTH uN ----- E a�SECncw 6 C IN FEET J I I inch = 20OFt. PROFESSIONAL LAAD SURVEYORS & MAPPERS Cod -&ofdadmhffw: LBW 1711faflm Rhrr Bhd - Suur 101 Val) &.4 Rffa 32S6a P`x: i1n) 794 -1213 fsaim(1e:17R) /V -1096 amid:IbOM&Lkadoel Legend & Abbreviations: 1B - (AND SURWVM SUSNESS P0C - PMT Or Cawayc ANr PUB - P=T GF BECPMG PUT - PW OF 7EMMS 1D - Farm !RC - M Rao & CAP SEC - SECM Plat of Survey for. HARBOR BRANCH OCEANAGRAPHIC INS717UIE Type: SKETCH Of LEGAL DESCRIP71ON NOT A BOUNDARY SURVEY PROJ. NO. 07-026 OWN. BY E.J.H- CKD. BY- SA.H. DATE.• 1211110 SCALE. 1=200' 7NE SNGNA7WRE AND WE LWGINAL RAISED WX O 7HE FLaWA RECISWW SURWIM AND YAPPER NAYm HEMON Mal S7W IW AND SEAL MAY BE FOUND AT 7H£ END OF HE ATrAGIED WOW THE PLAT AND REPORT ARE NOT FULL AND COYPLEIE MITHOUT ONE ANOTHER T' Total Site Area (from Harbor Brands / FAU Plat of Survey) Buildingi-a�g Coverage: �( I•.- l Wetlands: MTree Line: 7.31 AC 71,227.3 SF (1.64 AC)- 22.4% 27,696.8 SF (0.65 AC) - 8.9% 50,722.1 SF (1.17 AC) -16% yr ` w Scale: 1" = 50' Date: 02-07-11 North Context Map Legal Description Overall Location Aerial (N.rs.) Site Plan (Phase >) Project Description TXEPPOPosm PROIERB OFTXE MOIIKKI ofofflCEAM ILURLI4NREGREEHMUBE VSE MFKARIES FOR . IXE]39 PLRE PIRC401M'AIFD WRXM T16 HOABOR BRANCX REBEMGII MBRRRE n NSE 1 OF TXERI WWAROVENEMSW BE WRXINTXEGEMER OF PMCELOM'O W aCONSISTOFTXEmDmCN OF A ZMSOFTMODVWiOFflCE BMDMO Ni% Yj, MsOCNTED PMpNO. ONVEWAT MD SIOEWAL! IMP0.pVEMEM60M1A55OGMlFD WATERMOSEWERtONNECR]N5. PWSE2. CONSIST OF ME ADDBg OF A E. SO FTCORALGREFNXWSE FAC WTBNCFFBIEFSTPOBFBW FPARCE aO EADORIO,NLCOIVI GREENXOUSEFACQMISNiEMUNCENENTOFTXEEp GUBESAND OF£Ml1ON ANO NO I➢OBKNAL P~G 6 PFLIIIRm OR R1OPoSm TO aERV E TXIB BVM1DIN6 FOOIFAIM FORTXECOMLSXOMY ANV{WUM BVBDP10 EN MO @ DESIGN A ESIGNAVg.FlXBVBDWGDMSLLR WNEOWGVOFEBNN. nAiP.�+c�47-- d�' ONESTORYrsr �sROPOSED�zs t spa'F�. ,' 1gi TW.MODULAROFFICE-BUILDING2,632 SO FT .FFExB.95 I _ Harbor Branch Oman Instibde — y' e Site Data Total Site Area : 7.29 AC Existing Zoning : PMUD (Planned Nixed Use Dev.) Proposed Zoning : PMUD Future Land Use: SD (special District) L Phase 1: Proposed Modular Office Bldg. (1 Story) Parking Required: (Office - 3.5 spc. / 1,000 s0 Parking Provided: Phase 2: Proposed Coral Greenhouse Bldg. (1 Story) Site Plan (Phase 2) ____________________ __ _ ______ -__ i r I \)_ _______—_ ______ ______ _______ II I ` I II I I II �4' f 0 0 PROPOSED ONE STORY [ k II CORACGREENHOUSE Y I t O I !� ! T 5,760 SO Fir I 1? I FFE4.10 I IG I ry z LJ ' 7T/I O EVI L --J 1 , 11 rI cMsas waaw nr-em 2,632 SF 10 Spaces + 1 Handicap 12 Spaces + 1 Handicap ± 5,760 SF (See Project Description) 31 E. Ocean Blvd. Stuart, Florida 34994 T 772.678.7200 F 772.678.7201 www.hjadesignstudio.com Job No. nOOI Dm By Checked By MH Mplrnetl By MH DAB Date 3-2q-I2 SubnN Dates e-I3-12 Resubml Dabs Scale: — 1" = 20'0 - Sheet 1 Of //� L o• m• 2� 0' so• North Context Map Plant Schedule Landscape Details Imx woe my ernu+rxwaa,naawxlw.a sa x4me warnm. wwunn GC b NeoaNMba-�mlabur /CnnMdNe C! I]'.6'IM.]b'CY IM C 4 OM AIIAe/CW�!]XMa SR ltl. 6M¢M9 Oeoo DYre ' p. aam/awsaeovaa vix mr ea..noas aua,eoe:.mawe � ar I] awww.4w.'wr„4.a,w,eale«v4.e.a aos lr.erer« Iuw 0 m n..«+..wa.,e..am«w«u apnum.hmez« Hn O ]I aaehn«a«pre.. enc,uo,uv,ew. a.a a.lzaz« hit x,.y.�Mvm/sarw asap:« xN O ouoam�..�� n.mw',...mnve�meo s9auln.w.er« Imn Landscape Notes 1. M moot yegmafloo listed m a'c egay 1' h the ro,ed eddbn mMeilaMa Fmdc Pest Pont C000W'Most Elr Na Sped. Ikt'd beemoved ooy--"mgshmpz 2 An Idgallon system w be, hstOled to ew.ve connraed Qw of dl p nli g aom a Any pad o O,&O s sped to safely the regulremenh of the plan Nan contmn to the s,atlaoS of Fbd6 No 1 a better m gNan h the tit recent edllbn m'Clatlm and Staldads for Nursery Fronts' by the Ponta Dept. of Agd a and Colalerei SeMcm, or sea & egad thaeta 4 One hundred(10M percent of requtr heat"hall crondst m name gredes S. Any PloPoeod lighting wall he deeded a way rsom oM imideotld I a adjocam loodwoys 4 R Not be Wawrd to othe the Ppoved slope; Cont. a a av seclloa a to cheftafy m h.niccN.aItivu+dN tenlwe. danoge. a Eeshoy ant' pooh h the Attod a upatl tloo0ti oo oe butter poor m wiahucted roam incept upon the ludttan cpprovol of Me AomtV and DevabpmeM Selvkm Deoma, m oppllwbla it b the respdaUOly of the owner or Property ownersamdohbn iN veceaoo a ceigm to mmNoh the meueod s4 Wgi;, old coverage m the reddened upam and planted mad as omlma tlambon aaa a to mane "aeg..d of PnOwwod and hymNe ronndNs plop sped. fram Mere oleos 7.T OWN a poposed 011ies. ro ftee Nan be panted where it ood mnntae height. oonmd v4M wedleaC power Man Wee tram ( height m mmWty of Irate than Mhy (30) feet) ,doll be planted ro closer than a hwtootal dot. m tNIN (dD reef iron the raaesf oveMead power Ally Medan height tree (heght Of mat n between twenty M a f ly (3M fee0 sflm W oRsefmleant iwrenty M feet and w,c) Rees(height m I hytV 0lest Man (M feet) regdre ro.tlset. S No free, J, b% hedges or Mires Adl be panted Wthln flue(5) feet of coy 9)MW0, Proposed uW pde, gw v . orpod tsalmtW hanslama. Pdms dwdd be Floated of a dl iarlw egad to or Woofer than the average hoot teapot pm two 0 feet hen p rArles 9. M pant matenab plan recei,e i a3In layer of ronay =matt 10, 1hMg comhwtlon adNflm, eYatbg rolhro vepetabm dim W letahled fo oct et burtele pmween a01aceM Iad lam. aW ro mhes@e rumaroe plant ahtl rose gadcatlm Nan sa load an she ro amaye,he ye9mron ro Da retmrod f« nor paposa 11. M gvdcadm vAE Ee uplgnf old rroMidroO hrocl fa Me daonon m mssM,dlon regm'e,w dud tramagroupsmvegetalbn Motare to Ee tared roc roihdsaaPe aemt mnenh ve to be Cankaded SHRUB/GROUNDCOVER PIANRNG DETAIL FREE PLAMING DETAIL PALM PLA NG DETAIL Site Plan (Phase 2) - No Landscaping Required -- --------- ---------------- ----------------------------------- ______________ I I 11 I� I II = 24• II 1 I PROPOSED ONE STORY CORAC GREENHOUSE _ t 5,760 SG FT �� FFE=8.10 I! p 1-3 L ' � I -. I� I I I I fRb Oi Plant Requirements I. nallt rct emuma h 99 rwy ha uwtl x11rt O A Ja ¢wry Mofl at<pead 2 pre hvWlad (lpp) pgeeM meemeed item ilv9 ewvbl d IVIM1e �e let a. No vale nee aecb,vm eweeaasro I Imro mama tommt�er 4M.1d✓1 rtea ol,eclm 4 3 peen eem mar ee amvmved ar ere nee and ant mae clan sans a rotor regaled tree, ti Pll he eh. celmthg rowed efeel qil oot d po rolNe :ped��WMomh cl�mJNt atten teetNpnpslel 6 ireo spedm dhm trns m aratge manta meead m aom mawleitlm IS aq lY M MM C®1 m?t/R h m41/1 fi. more Wmml wthmm Yolmel 7. a lammed ew. a*vePt porn vim nee a men a s mdeamemaas aaway mean a mne pr pevae�g 69hYa LVID beame.2lhhM He]gm Wgelem4N.NtA be pyJal and nlmrmlea w a ro ram a m n alegha comm�n aYaoeren. wog Mwd wean WIIYn 18 nVMamtahw Mg of panMg Scale: 1" = 20' � 1 0' 10' 200' 4V 60' 31 E. Ocean Blvd. Stuart. Florida 34994 T 772.678.7200 F 772.678.7201 www.hjodesignstudio.com J J^^ vi Q LC C �� ro U U � C c J Job No. hoot Down By Tr Checked BY MH Aypo By MH Draw'i g Date 64-12 SubmItal Dates 6-13-12 Resubmitlal Dates © Sheet2 of No.