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HomeMy WebLinkAboutPLANSCONTRACTOR COPY, ST. LUCIE COUNTY FIRE DISTRICT REVIEWED FOR COMPLIANCE SUBJECT TO FIELD•INSI' TION SEE ATTACIIED REVISI SHEET REVIEWED BY: DATE: _ ___.....,. m IN Ie\ OF WORK SCANNED BY St. Lucie County 1. MOBILIZE 2. REMOVE & DISCARD EXISTING FIRE/STAIR DOORS 3. INSTALL NEW FlRE/STAIR DOORS PER PLANS 4. ALL EXISTING OPENING TO REMAIN UN -CHANGED 5. DEMOBILIZE GENERAL NOTES: OW ANC 1. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: I.I. FLORIDA BUILDING CODE, BUILDING & EXISTING; 6TH EDITION; 2017, ASCE 7-10, ASD, & AISC 2. DRAWING NOTES: It BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. 2.2. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK. 3. SECTIONS AND DETAILS: 3.1. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. 4. SUBMIT SHOP DRAWINGS AS REQUIRED. ALL SUBMTITALS SHALL BE CHECKED AND SIGNED BY THE GENERAL CONTRACTOR AND SIGNED AND SEALED BY THE DELEGATED ENGINEER. 5. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWING THE CONTRACTOR SHALL NOTIFY THE ENGINEER -OF -RECORD IN WRITING OF SUCH OMISSIONS OR ERRORS PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. IN THE EVENT THE CONTRACTOR'S FAILING TO GIVE SUCH NOTICE, HE SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING THE SAME. B. INFORMATION FOR THE LAYOUT AND DESIGN OF THESE PLANS WERE EXTRACTED FROM FIELD MEASUREMENTS AND EXISTING DRAWINGS. CONTRACTOR SHALL INSPECT EXISTING FIELD CONDITIONS TO ENSURE PRESENT INFORMATION ON PLANS MATCH. IF EXISTING CONDITIONS DIFFER FROM PLANS, -GENERAL' NOTE 1 ABOVE , SHALL ALSO APPLY. DEMOLITION: 1. RIOR 0 COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS ACTIVITIES WITH ALL THE APPROPRIATE SUB -CONTRACTORS AFFECTED BY THIS AREA, 2. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL MATERIALS THAT ARE SO INDICATED INCLUDING CONCRETE AND WOOD. 3. THE LOCATION OF ALL EXISTING UTILTOES ARE THE CONTRACTOR'S RESPONSIBILITY. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR EXACT LOCATIONS. PRIOR TO THE START OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE LOCATION AND THE EXISTENCE OF ALL STRUCTURES AND UTILITIES SHOWN OR NOT ON THE PLANS. OCEAN TOWERS NEW STAIRWELL DOORS LOCATION MAP NOT TO SCALE BUILDING EXISTING NOTES: 1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND BE AWARE OF ALL EXISTING CONDITIONS AND INTERFERENCES. 2. THE CONTRACTOR SHALL CHECK CONDITION FOR EXISTING WIRING INSULATION AND NOTIFY THE OWNER, ARCHITECT, OR ENGINEER OF ANY DANGEROUS CONDITIONS. 3. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL ITEMS AND THAT ARE SO INDICATED ON THE PLANS WIN THE OWNERS APPROVAL 4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMILIARIZED HIMSELF WITH ALL EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARD TO THE DRAWINGS SWILL BE BROUGHT TO THE ATTENTION OF THE BUILDING ENGINEER BEFORE SUBMITTING A PROPOSAL. FIELD MEASURE EXISTING CONDMONS PRIOR T0. FABRICATION OF ALL MATERIALS. 5. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS SWILL BE FIELD VERIFIED BY THE CONTRACTOR. 6. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED Q OR NOTED SWILL BE PROVIDED AND APPROVED BY EOR. 1 DIMENSIONS: T.-TU RACTW1 HAI1 VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLETE SET OF LATEST DRAWINGS. NOTES AND DIMENSIONS SHALL BE CHECKED AND VERIFIED WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. ANY DISCREPANCIES IN NOTES OR DIMENSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK SO THAT PROPER WORK CAN BE EXECUTED. DO NOT ASSUME OR GUESS ANY DIM. OR ELEMENTS CONNECTIONS AND ELEVATIONS. 2. UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS, CONTRACTOR SHALL FURNISH AND INSTALL ADEQUATE SHORING, BRACING, ETC. REQUIRED TO SAFELY SUPPORT ALL CONSTRUCTION LOADS AND SHALL BE FULLY RESPONSIBLE FOR THE SAME SHORING MUST COMPLY WITH ALL LOCAL AND OSHA REQUIREMENTS. 3. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL DEC 0 9.2019 ST. Lucie County, PerMItNng FI E CO Y 6 all-0f7 R IEWED FOR CODE COMPLIANCE ST. LUCIE.COU TY BOCC I'UZO STRUCTURAL DESIGN CRITERIA: DESIGN comPuEs wffF7FE7R-EQ-u-iREmlNTs OF THE FLORIDA BUILDING CODE, BUILDING & EXISTING; 6TH EDITION; 2017, ASCE 7-10, & ASO MEW ROOF HEIGHT WIND LOAD WIND VELOCITY WIND VELOCITY EXPOSURE Qz Kd KZ REDUCTION FACTOR ROOF SLOPE LOAD COMBINATIONS INTERNAL PRESSURE COEFFICIENT CONSTRUCTION TYPE REQUIRED DOOR WIDTH EXISTING DOOR WIDTH MEANS OF EGRESS SONG OCCUPANT LOAD 120' FBC 2017 &'CHAPTERS 1, 2, 26, & 28 OF ASCE 7-10 165 MPH; ULTIMATE WIND SPEED 128 MPH; NOMINAL WIND SPEED 'D' ENCLOSED DESIGN 88 PSF 0.85 1.48 0.6 FLAT ASCE 7-10 CHAPTER 2A DL+U,, DL+0.6WL; 0.6DL+0.6WL +/-0.18 PER TABLE 26.11-1 II A - 1 HOUR MIN. RATING REQUIRED/1.5 HR. 32' MINIMUM 40' TO REMAIN OT PER OCCUPANT PER STORY GENERAL COMPONENTS AND CLADDING NOTES: 1. ALL DOORS0 BE I PRODUCT APPROVAL ZONE 4 AND MEET THE DESIGN PRESSURES STATED BELOW: ZONE TRIRUT' AREA DOOR TYPE WIND PRESSURE 4 m 56T ALL 40/-n SHEET DESCRIPTION S-1 COVER SHEET & NOTES S-2 UNIT LAYOUT & SCHEDULE S-3 DETAILS S-4 PRODUCT APPROVALS S-5 PRODUCT APPROVALS S-7 PRODUCT APPROVALS PRODUCT APPROVALS S-8 PRODUCT APPROVALS TOTAL - 8 NEW STAIRWELL DOORS OCEAN TOWERS CONDO 949D S OCEAN DR JENSEN BEACH, FL 34957 Csm ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLD 2OB SW OCEAN BOULEVARD STUART' FLORIDA 34994 772-220-4601 ..CSM-E.NET CERTIFICATE OFAUT IORIZATON: 2905� � moee:m. vE eELs xp xves xnsazam AS AR 161B1df 6 P✓6f�Y1 SWxE 6 xLLPmff O' I.a BORFRN, uc xx s IRf m a vED. x xRE m x pm R1R xp anER p�6T Rmart nE ems11 NIRIImNW 6 Cx Btimpx. UG I CxIIC .AIS I PERMIT SET 11-4-19 REVISED SET 12-5-19 I NDD.c & Com&NIS I ML OEISGIx 9x1 S pPiRD p M fl&& RY 11E OMIRN:IRR M mXIRCIOf 6 FU9�E mR LIE IL6mlNiW 6 ML Refl®6 NL SVDi xs9m xRDx m IIY1Y RRB xsR® Re mae pm Rxm1 er: pEcm Rr. pra p®1 e..,r. E90 PF9FI.R /: A 1 DAYI ///Ii _ No.76940, = I 'ro re `I� P. c 411 �O�•. STATE OF_, CNULES A WOEEN JR V DATE fl-- Rme® mme I COVER SHEET & NOTES I S-1 DOOR SCHEDULE: DESIGNATION APPROX OPENING SIZE xH) TYPE QUANTITY REMARKS MANUFACTURERAppiLpyAL PRODUCT N0. EVALUATION AGENCY EXPIRATIONMAX, DATE DESIGN PRESSURE EXTERIOR: 1-1 am sump pOm m SOfAfF R. 11981.1 IRAIp OApE1 12v1-Tam 1+ro Pi -0p P3 IN -SWING DOOR METHOD OF ATTACHMENT 3/8.Ox2- MIN. EMBEDMENT POWERS POWER BOLT INSTALLED MIN. 8' FROM BOTTOM EDGE AND 4' MIN. FROM TOP EDGE AND THEN 45" O.C. MAXIMUM SEE S-4, 5, AND 6 MODEL NUMBER IS STEEL CRAFT SZ GLASS TYPE IS N/A PANIC HARDWARE IS FALCON (F) 25-V ALLOWABLE DESIGN PRESSURE OF +/- 70 PSF NUIL: F't(UtLJJIUNAL tNblNttN JHALL MetUl THRESHOLD FOR DAMAGE, ONCE DOOR IS REMOVED AND PRIOR TO NEW DOOR INSTALL. TYP FOR ALL. 1 ST THRU 1 OTH FLOOR FLOOR FOOTPRINT REVIEWED FOR SCALE: NTS CODE COMPLIANCE ST. LUCIE COUNTY NEW STAIRWELL DOORS OCEAN TOWERS CONDO 9490 S OCEAN DR JENSEN BEACH, FL 34957 Emmsm ENGINEERING CIVIL • STRUCTURAL " MARINE CSM ENGINEERING, LLC 20B SW OCEAN BOULEVARD STUART, FLORIDA 34994 772-220-4501 ..CSM-E.NET CERTIFICATE OFAUTHORIZATION: 29057 AS All 16lBIFllf PDfE�IW. 4sM.L 6 RIPFRIY166L ml Doman BC AID 610f A ff mA N oYE OR M RaI WY. AMf pI1fA �.T EROIIf TIE mliLll ANIOWIOIp10E m! Doman LIG I ml Doman = mPIPJArt Yml6 I C.T • No ;76910 STATE OF i • !{7� WD� I UNIT LAYOUT do SCHEDULE I BOCC S 0 1/2" GYPSUM WOOD BOARD OR STUCCO ON CMU INTERIOR STAIRWELL .. EXISTING DOOR WIDTH OF 40" TO REMAIN EXISTING DOOR HEIGHT OF 82" TO REMAIN DOOR FRAME PER PLANS CONNECTOR PER FL PRODUCT APPROVAL 4 ' ON DETAIL D/S-6 PROPOSED DOOR (SEE PLAN FOR SIZE) .t. EXTERIOR CATWALK FLASHING/SEALANT SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SELF —ADHERED FLASHING SHALL COMPLY WITH AAMA 711. STUCCO FINISH 8" C.M.U. PER PLANS CONC. FILLED CELL. TYPICAL DOOR JAMB FLASHING DETAIL SCALE: N.T.S. CASEMENT ATTACHMENT PER DETAIL D/S-6 REVIEWED FOR CODE COMPLIANCE ST" LUCIE COUNTY BOCC NEW STAIRWELL DOORS OCEAN TOWERS CONDO 9490 S OCEAN DR JENSEN BEACH, FL 34957 Imm S m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD STUART, FLORIOA 34994 772-ZZC-4601 ..CSM-E.NET CERTIFICATE OF AUTHORIZATION: 29057 ➢N RROIEIR. HIE pFAS AID R9RN IDRtlTAIm IEfsA IS NI R6W1f111 S NpfE®YL SiRME N P@OTFWT 6 BI pOFFiNN, UC AVl B Im W � URD. N NPE Q p Fwrt FOR An MIX N06T IERDUf 11E HW1101 N1R�Ad Of CNI FIBF6Y' IIG I m DEMEM pc 0OR9nN 1=5 11 No.76910, ��^•.. STATEAE_ �'�//ty is i'•}}l"` d OWM A B1W JR WE R�®10®LD®1 RpIW DETAILS Q• BUILDING DROPS 398EDania Beach Blvd. Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004 Ceraff areal Audartmdon:79578 954.399.9478 PH 954,744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Steelcraft SZ/SL/L/CE Series Single Flush Outswing/Inswing Commercial Steel Door for Florida Product Approval FL# FL13884 ReportNo. 5185 6a' Edition (2017) Florida Building Code Method: 1- D (Engineering Evaluation) Category: Exterior Doors Sub -Category: Swinging Exterior Door Assemblies Product: Stee%raft SZ Series Single Hush Steel Door Door Material: 18 Ga. Steel Frame Material: 16 Ga. Steel Product Dimensions: 40" x 88" Prepared For: Schlage Lock Company, I.I.C. 1i819 N. Pennsylvania Street Carmel, IN 46032 ��autufutrr� Prepared by: O•�p Hermes F. Norero O Florida Professional Engineer # 73778 9 Date: 10/12/2017 [ontents: = ro Evaluation Resort Pages 1-3 ip .,• P;'=4v0 ;01�i2sSiONA��G��, oaw 201E-mlR rsso:na.m Orrr p4s Hennes f!N9;N)o, P.E. Florida No. 73778 •Q 398 East Dania Beach Blvd. BUILDING DROPS , Suite 338 A Perfect Solution in Every Drop! Dania Beach, FL33004 [errofiate ofAuOwrlatlam 29579 954.399.8478 PH 954.744,4739 FX ca ntact@buildingdrops.mm Product Evaluation Report Of Schlage Lock Company, LLC. Falcon 25 Series 25-R, 25-V, 25-C & 25-M Panic Exit Hardware for Florida Product Approval FL# FL12847 Report No. 5854 Current Florida Building Code Method: 1- D(Engineering Evaluation) ' Category: Exterior Doors Sub -Category:. Exterior Door Components Product Falcon 2SSedes25-925-V, 25L&25-Mpanic Exit Hardware Material: 16Go. Min Cold Rolled Steel Product Dimensians: See Installation Instruction; F3580-2 Prepared for: Schlage Loek.Company, I.I.C. - 11819 N. Pennsylvania Street _ Carmel, IN 46032 _Prepared by:. Hermes F:.Narero, P.E. Florida Professional Engineer It 73778_ Date:07/29/2018 Comer= Evaluation Repent Pagesl-3 31p£ .scvoko IffhnmenL ' pats Tp184aCe0a59[14-04m - _ REVIEWED FDR CODE COMPLIANCE STR LUCIE COUNTY BOCC NEW STAIRWELL DOORS OCEAN TOWERS CONDO 9490 S OCEAN DR JENSEN BEACH, FL 34957 IMMSM ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 2GB SW OCEAN BOULEVARD STUART� FLORIDA 34994 772-220-4e01 wwW.CSM-E.NEr CERTIFICATE OF AUTHORIZATION: 29OS7 1IE smmL ID48/ DPasar asmess xs DRAIN sr ImmaxtWolasFURS /SSAFD A NR lax nxT x nff mx w In/1FR RremDS2xaPR f6T ms oiiO UIRxnDl RA®111 xa N®Ir a BI ararox4 UC IRS BGO11INI1K IDES 8D Dm6 o�am 16Fr1 a a rswesa � aaE59R1 slRa� s aafalr 6 ra swmaq mxos xnm a: usAx xn[wx xe xnort TIE twal A1511M OF CSII xnfomxa v m swear; I.I.C. BI DOFfax, DC tamms e20 5 IOIFS h CONIM xL O1ORK SNRI H'AaID MMaN a1K WIPMIOB. iK f411kLLim 6 � WR M W WAI®16 xL OFa06. xl xva xrcam Raw ro nylr eas xxam re axn� wal Be o® n: axle rALe eau Pau1Tk bgRlV, No.766101 • ��(�'• STATE -OF r .' �� - ;7;7 ! .. A 11 to Q A DIIAD! OA1E Rm�1Y®Itf® p]!Ip carwe PRODUCT APPROVALS wok S-4 w MORTISE LOCK FALMN:.MASERIES DESIGN PRESSURETABLE HARDWARE FAMILY LOCKING HARDWARE DESIGNPRESSURE LARGE MISSILE IMPACT RATING INSWING OUTSWING _ MOR11114EL.00N FALCONiYU\sERE4 +70/-70PSF +701-70PSF - 34_MPH (50FIS) CTMsmrtED1 LOCK LACK .FALCOMTORBSERIES +001-70PSF +701-60PSF 34MPH(50FIS) LARGE 6 SNALL N64SSE MPACT RESMSTANT PEITAS 20U20S-S0 FM '*NOT APPROVED WHEN WATER OdflLTRATION REQUIREMENTS AREOL PLACE 4LOW MAX. SEE. NOTE S. CYLINDRICAL.(SORED) LOCK FALCON: t OR B SERIES 4. 5. 6. DVtaNsiSxdby Hamel F.Ne P.E. 7. LTR DESCRIPTION I DATE APPROVED -B APPROVAL DVG 07/28/10 C REVISED JRD 04/18AI D REVISED EG 10/12/17 REVIEWED FOR CODE COMPLIANCE STe LUCIE COUNTY BOCC CMLIANCE STATEMENT, 1.. THESE PRODUCTS HAVE BEEN TESTED T13 HVHZ " PRDTO_COLS. TSA201, 202 A'203-94 ,AND:. COMPLY VITH THE' -CURRENT FLORIDA: BUILDING CODE NOT c, 1. ALL DIMENSIONS SHOVN. MAX. AND TYP. FOR ALL D➢OR/FRAME MODELS 2. ANCHOR REQUIREMENTS, -SEE SHEET 2. FOR APPROVED ANCHORS AND INSTALLATION. 3. HINGE REQUIREMENTS, 4.9' STD VT. KM MIN. 3 HINGESY BUTTS OR CONTINUOUS HINGE' -LOCATIONS, 9.75' FROM RABBET INHEAD TO CL OF T➢PHINGE - 10.38' FROM FLOOR. TO-CL [IF BOTTOM HINGE, EQUALLY SPACED. IN!BETV APPROVED CONTINUOUS. HINGE MODELS, SEESHEET6 HAR➢WARE. INSTALLATMN AS PER' MANUFACTURER'S INSTRUCTIONS. OPTIONS SCHLAGE LOCK COMPANY, LLC U819: N.''PENNSYLVANIA STREET -CARREL, IN 46032 RESISTANCE SERIES 1-3t4' 3.0'7'D' SINGLE DOORS I SHEET 1 OF 61 D NEW STAIRWELL DDDRS OCEAN TOWERS CONDO 9490 S OCEAN DR JENSEN BEACH, R 34957 rm ro m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD STDARTV FLORIDA 34994 772-220-4601 W W W.CSM-E.NET 11E B6EFA Ii9II E)@iffiT R'SIATS 1xrRR DAYII ®� Aff IO 10 E RiALIIM Dx®. DiFD. IX A190E0 m IE 1189 wmr x YM RIx m IINFR xwsmvl xnvLr RST mores nE oa1� eRmY Raesaol Am mmrt v a xaOas, � w IIO .. TIE W& AY xms I01SoRvm RISEN. m m IMMUENI a WEtI50eL SBMIL Y 5WR3W 6 Cil wanMc. UA w Y Re M EE RED. M SEE OR Y m ml 09EM I am DOmmO, = mE,wRlr ws I NL xfl®IB 91YL R ILR5E1 Y 1R: R1R R TE DmRV.M IR: ORmICIm 6 RYVISOE WR 11E OA®WR16 NL OIII®B Ill 411610LOm RRm1 m11t1Y PJRS Y�®er ®YB DYD WII W. B® er. Dora mm eti.. a Yos Imtnr k \\\\\\1111111J1,r, �g A. DARE /•, C�• No.769.11 STATE OF A LSL ❑A MASONRY LED DTTO AND BIM FTI I M FRAME AND BIOPf WALL NRiIl��- OPEk%a C'Irx >ra w RDm a�i ruro�0 11DtE Y AA Is ry Im.m ® INTO OGNCRETE WALL OR CMu SRL DETUL I IiAL GETM ' 1�0-� Je�I ''�1 mL OV L su DEWL .: ru• ., r,m u r I'i MLq ionmrurnEmovnai ees urrm o=nunrrngi+io AwmaoEmENRa�n.E " mreanalclslmEn ©91iR, STIID.ApL1tOR R E V I S I O N LTR DESCRIPTION DATE e m. D 11 APPROVAL BRAVING YW 7/28/10 C _REVISED EG 11/0I/13 EG D REVISEB I0/12/37 VYEI�AVD as al I�,I,R• a'1�? .14ni� jlt;Il APPROVED REVIEWED FOR CODE COMPLIANCE STR LUCIE COUNTY BOCC p % 1 ]/fFR A4AH01P im DETAIL c JAMB BASE ANCHOR CWELOW OR ADJUSTABLE) v 'm : rtuic DilELumt � art�v 'si�w I .vrw occ east -1 �ac NAL I�,�L'8t$D mmoL� � m�csL pq r4. lL�or sDnLeomavwnaooA NOTES T• WOOD D DESIGNED STRUCTURAL MEMBERS RI WOOD AND STEEL.O ME WARS MUST BE QESil7F TO CARRY THE APPROPRIATE LOAD DESIGN 70 MEET THE REQUIREMENTSBERor OF THE BU O RIG CODE 4. NULLBER T ANCHORS FOR MACHOS OPENING N THIS H LIMITED BY J. APPLY DISTANCE BETWEEN, ANCHORS. SHOWN ON THIS SHEET. 4. APPLY CAULK AS NEmED, 4. MASONRY ME.D ANCHORS OP EXISTING MASOCONCRETE ATILTiOUSWALLS. WITHOUT Boer MAY BE USED w 11Da. noDPs POURED coNCRL'TE mr UP waus. S. FRAMES, WITH 4' FACE HEAD MUST HAVE HEAD GROUTED FULL SCHLAGE LOCK COMPANY; LLC 11814 N. PENNSYLVANIA STREET CARMEL, IN 45032 ANCHOR DETAILS / MOUNTING CONDITIONS SHEET 2 OF 6 f D NEW STAIRWELL DOORS OCEAN TOWERS CONDO 9490 S OCEAN DR JENSEN BEACH, FL 34957 rm ru m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 20B SW OCEAN BOULEVARD STUARTp FLORIDA 34994 772-220-4601 W W W.CSM-E.NET M DDIFA IFiZBI DPR64T RE4A416AIX mDo1 W fP1O01f ND OWR WtlPEWY iIDDS D1RR6Ia xD m a RBmODDD, tWADD. ravEn. m Aim m xD TIC RNor N A% mn aR %ReER N I O90m RD VLae® I ®lWIBD I Za \\\LLA 11111E (/j�/ i ��_.•'�\C=NSA' •. /Lf� , Vim.• •,��, �, _ . No. 76R10, =_ = O XY ��(� •• STATE OF - 4( t 96". PANEL [©] ORS ARE UNDER SEPARATE APPROVAL 43' ITH ANEI D II D 3 Oi ARE i{3i tnm ROF B C WFOR< v I'll v I �11 DETAIL E� I j I l DETAIL E DOUBLE OUTSWING DOORS WITH FALCON (F)25-V SURFACE VERTICAL ROD PANIC/EXIT DEVICES © HINGESIDE RBNFORCE SV %I' MAX. PANEL HEIGHT DESIGN PRESSURE RATING FALCON {F)25-V SURFACE IMPACT RATING VERTICAL ROD PANICIEXIT DEVICE COMPONENT APPROVAL POSITIVE +70 PSF LARGE AND SMALL MISSILE NEGATIVE -70 PSF GENERAL NOTES: B 1. LARGE MISSILE LMPACTAT SO FIS I I (IN1DETAIL E TE TOR VIEW) .SINGLE OUTSWING DOOR WITH FALCON (F)25-V SURFACE VERTICAL ROD PANICIEXIT DEVICE MEETING EDGES OF DOUBLE DOORS WITH SURFACE VERTICAL ROD PANIC/EXIT DEVICE DETAILA NOTES: 1. ALL FINISHES, T AND 4' DOOR WIDTH MODELS OFFERED. Y. AVAILABLE FUNCTIONAL OPTIONS: F. EL, FSA/F5E, EA HWEA DM, LM, AND AE 3- ELECTRICAL INSTALLATION IS UNDER SEPARATE APPROVAL AND MUST 8E REVIEWED BY CORRESPONDING AUTHORITY. 4. THIS COMPONENT DEVICE IS APPROVED AS AN EQUAL ALTERNATE FOR SINGLE OR DOUBLE 16 GA. STEEL CUTSWING COMMERCIAL DOORS HOLDING CURRENT A NOA OR HVHZ COMPLIANT PEG APPROVAL THE DESIGN PRESSURE RATING OF THE ASSEMBLY SHALL BE EQUAL TO THAT OF THE LOWEST RATED COMPONENT, EITHER THE PANIC DEVLCE OR THE DOOR 5. THE DEVICE SHOULD BE INSTALLED IN COMMERCIAL STEEL DOOR NO WIDER THAN 48' AND NO HIGHER THAN SV. G. OPTIONAL SIGNAL SWITCH AND POWER TRANSFER UNITS MAY BE USED AS ALLOWED BY CODE AND IF IT DOESNTAFFECT THE MECHANICAL PROPERTIES OF THIS PANICIEXIT DEVICE AND/OR INHIBIT EGRESS, TO BE REVIEWED BY BUILDING OFFICIAL 7. ALL ELECTRICAL COMPONENTS MUST BE UL APPROVED. 8. THIS PAN(CIEXIT DEVICE CAN BE INSTALLED AS PART OF IMPACT RESISTANT UNIT. 9. FIRE RATING IS NOT PART OF THIS APPROVAL H910EMEOF DOOR DETAILB TYPICAL INSTALLATION SEE COMPONENT DETAIL - Sh LTR DESCRIPTION DATE APPROVED A NEV 05/2c/09 B REVISION 07/18/18 STRIKE JAMB SIDE BOTTOM OF SINGLE DOOR DETAIL THRESFO NOTCH I sTRs¢s� INTERIOR EXTERIOR I 9 STRRU REINFORCEMENT IN HEAD OF SINGLE OR DOUBLEFRAME DETAIL ❑ EXTERIOR A' 1/2' LATCH THRDV 3/B' ENGAGEMENT 2130 BOTTOM STRIKE GROUTED INITO FLOOR FLOOR LATCHING DETAIL SURFACE VERTICAL RO➢ EXIT DEVICE DETAIL E TIEY DE6ODPRON YPTEWAL 9TE NOT W USER DOOR SME - 98 i 86 Y4X. 3 LHANNR .089' S 15 % 93.64 YA% 4 SUE PANIC REP.ffORRCE]tERIT RI IC WIL L .O6T W W SL. YAX 20- 6 HWC£ RBNFOftCOLEM ODOR AAST A621 .171" MIN. S1L I.M. % J ]' NRL R HW RHNiLR iRAYE ASIY .T11 Lffl. SlL 9' X 9.1RT LAIN- ] B0D HR O6 - 0.S X HINGES .154 YDL B 2-24 YS PO2 WNCE 8 E V SURFACE VERTICAL RIM STRIKE RFNFORfFDET1T - A6T YIN. SM. ]5' X 1Z MIR E FALCON (F)R5-V SURFACE VOii ROD PAWL/EOT DEt1LE SCHLAGE LOOK COMPANT, LLC !� 11810 IL PENNSTLVANIA STREET �V CARMEL. IN 46033 7 , rQ RTIW FALCOII SERA - LDIffRENI' WF_M IF YMF FLORIDA BUILDING COMMISSION rdare COMPONENT PRODUCT APPROVAL DF Nm FALCON 25-V SERIES 4 SURFACE VERTICAL ROD PANIC/EXIT ➢EVICE ,FY�\``A gppgpVEO Siff FLAT DL6 ND. -,NI F3580-2 SHEET 3 OF 8 I10 NEW STAIRWELL DOORS OCEAN TOWERS CONDO 9490 S OCEAN DR JENSEN BEACH, FL 34957 rm s m ENGINEERING CIVIL • STRUCTURAL • MARINE OEM ENGINEERING, LLC 2DB SW OCEAN BOULEVARD STUART, FLORIDA 34994 77 Z�Z ZO-4601 w..CSM-E.Nl CERTIFICATE OF AUTHORIZATION: 29057 1K 01NEB1 IFTIDT DPk RDElsTS Hs/RR 01DY w rmwrt AN) ollm BaptRli Rals HEST Rxs AID DF.NSNs Aff tm m a RRaN®. DwEED. w, a Amm m Aw nrs Fxsr N An RRL DR YVEEn BL®RR fmI011f fiBl W WK DE BdB4 BITTEN Rid✓®1 NB ml®P Of m1 DIIEWN, UG AS IH G61WHAi R9fE�lYL SAME B P41yFRR�RL Cll D4EDtW OO ND 61Bf m ff U8A M 0pE @ N ff LL B�ONBNIIR B M N0IIB1 Cal DIG EBN4 w mFSNRB CAIs EVIEWE® FOR IE COMPLIANCE LUCE. ICOUNTY BOCC Im d IDYIR116 LL OIFIBN6 9WL H 14F9[D N 11E R ORWCIOR iNE tlWIRCIR B R'TO® 9N�N101 ff NL Dlfl®6 B. 4AfS sOABI RRWI m 111D7 R 0®® BC waa ® DVE118R 0[GID BD OHB m® ROM. A9 R i `\ .. 00EN 4, ?• No, 76910' -a ; %�fZ.t •. ST.ATEOF_ A I PRODUCT APPROVALS I S-7 m 9 3788 TOP STRIKE MOUNTED WITH (2) 2 x #10-24 STEEL MACHINE SCREWS Fy MINA 120 KSI TOP ROD MECHANISM CASE-7 TOP LATCH CENTERCASE TOUCHBARJ ®, �Illjl}J BOTTOM ROD 3788 STRIKE BOTTOM LATCH 2130 BOTTOM 131W STRIKE GROUTED INTO FLOUR FALCON (F)25-V SURFACE VERTICAL ROD PANIC[E(IT DEVICE COMPONENT APPROVAL NOTES: 1. ALL FINISHES, T AND 4' DOOR WIDTH MODELS OFFERED. 2. AVAILABLE FUNCTIONAL OPTIONS: F, EL, FSAIFSE, EA, HW EA, DM, LM, AND AE 3. ELECTRICAL INSTALLATION IS UNDER SEPARATE APPROVAL AND MUST BE REVIEWED BY CORRESPONDING AUTHORITY. 4, THIS COMPONENT DEVICE IS APPROVED AS AN EQUAL ALTERNATE FOR SINGLE OR DOUBLE 16 GA STEEL OUTSWING COMMERCIAL DOORS HOLDING CURRENT NOA OR HVHZ COMPLIANT FBCAPPROVAL THE DESIGN PRESSURE RATING OF THE ASSEMBLY SHALL BE EQUAL TO THAT OF THE LOWEST RATED COMPONENT, EITHER THE PANIC DEVICE OR THE DOOR 5. THE DEVICE SHOULD BE INSTALLED IN COMMERCIAL STEEL DOOR NO WIDER THAN 48" AND NO HIGHER THAN SV. S. OPTIONAL SIGNAL SWITCH AND POWER TRANSFER UNITS MAY BE USED AS ALLOWED BY CODE AND IF IT DOESNTAFFECT THE MECHANICAL PROPERTIES OF THIS PANICIEXIT DEVICEANDIOR INHIBIT EGRESS. TO BE REVIEWED BY BUILDING OFFICIAL 7. ALL ELECTRICAL COMPONENTS MUST BE UL APPROVED. S. THIS PANICIE IT DEVICE CAN BE INSTALLED AS PART OF IMPACT RESISTANT UNIT. 9. FIRE RATING IS NOT PART OF THIS APPROVAL SURFACE FALCON(ROD SURFACE '^ IMPACT RATING A VERTICAL ROD PAN[ DEVICE COMPONENT APPROVAL - a _ POSITIVE +70 PSF' .,,LARGE "AND -� -SMALL MISSILE,e: B NEGATIVE -70 PSF GENERAL NOTES: '• .. _ 1.LARGEMISSILEIMPACTATSOF/S,�_ '- ..f. " ti r . N. IFMTM NEW REVISION G j�I DIMENSIONS TOUCHRAR PROJECTION: i NEUTRAL j2,784' .�; DEPRESSED Y 1,aw CENTER CASE 8.928a X 2842" X 1.914" TOP B BOTTOM LATCH CASE: 4.75- X IYIB' X 1.187' _ DEVICELENGTH: FOR UP TO T WIDE DOORS 33.596" - _.. _ = -==•=a FORDOORS WIDERTHAN3' UPT04' 45.596' 2 �s r n i = ��`1\\\'1R�ilIV�Aw BEtR RA➢DAS —, 41 Ef pp SA ^O� 0 it Lwscfxr ocwlwi :I N S DATE APPROVED FALCON OUTSIDE TRIM OPTIONS 5101511 ® L, NL BE, DT- 510L 510L BE 510L NL 51 OL DT 51 OL FSA _ 510L FSE 510L FSA LK 510L ESE LK 510L LK 611L 511 L FSA 511L ESE 511 L FSA LK 51 IL ESE LK 511 L LK 512 CID TP NL DT BE ' 512T 51ZT BE 512T NL 51ZT DT 512T FSA 512T ESE 512T FSA LK S12T FSE LK 512TLK 513 ® O K, NL O BE, DT 513K 513K BE 513K NL 513K DT 513K FSA 513K FSE 513K FSA LK 513K ESE LK 513KLK !r f- SOILAGE UXK COMPANY, LLC e 11819 N. PENNSYLVANIA STREET 1 CARMEL IN 46032 J TROOP AMjE-PROJECRRI - P RAVN DATE 1 FLORIDA BUILDING COMMISSION COMPONENT PRODUCT APPROVAL FALCON 25-V SERIES SURFACE VERTICAL ROD PANIC/EXIT DEVICE SHEET 4 OF 8 IE NEW STAIRWELL DOORS OCEAN TOWERS CONDO 9490 S OCEAN DR JENSEN BEACH, FL 34957 Imm S m ENGINEERING CIVIL • STRUCTURAL • MARINE OEM ENGINEERING, LLC 20B SW OCEAN BOULEVARD STUART, FLORIDA 34994 772-220-4601 ...CSM-E.NET CERTIFICATE OF AUTHORIZATION: 29057 9E OI®Fm 18iBI tL�9Y RF4P'h5161r1ER mEO1 LW fIDASrt No DARK Pi�tWY �IIS maE N16 uD Rta AIE IOI m E R3P = OWC➢, 011 q m MSaEO m.uE 11Rm vMrc a xrc na m wNA RII9�MA � Rat WSRRC nE 0o-4ka RROLII Nm60N.VB OHNf ff BI OCQmE, IIG ms Roaeort, nE mBs wB R:SRa �aRom IFPF)t AS WI ugamf ff WI s l�WL SBML'L 6 NtlNR1T ff CN BR1619C. UG MD B IOT m ff USBL M RIYE OR M ff m OMB®M�Ull I ON 8E+IEnK UC O N 1m15 I REVIEWED FOR C ®E C®MIPLIAN . LUCIE COUNT BOCC NTIES a commElm N1 ffRt®E sNL a 1FRFm N m1 Rm Rr,R WIIP.WIOR. M MIIRV:IOI 6 R.CR✓S0E WR 11E mOAIX9W ff ILL ffEl®6 xL xva emom RmRN m nxlT NOR Rmm m: aaa Rm taw m: -. GmRn a: rnAs eI®I . R:YL as® NSMmk \\\\ulnurrr � ��• • GEN F � No,76910 c fl IrZ ��Q •• STATEOF ((/� tl41EF5 A BVmEN JR / - -BITE RCY®NR®L® J m=R MU11M PRODUCT APPROVALS RaTR S-8