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HomeMy WebLinkAboutHIC - EngSpec-NEW DOORS - 8-20-2021 (SIGNED) HUTCHINSON ISLAND CLUB NEW DOOR NEW HUTCHINSON ISLAND CLUB CONDO NEW DOOR REPLACEMENT PROJECT 10410 S. OCEAN DR. SHEET DESCRIPTION JENSEN BEACH, FL 34957 S-1 COVER SHEET & NOTES 4s 3 ae-h.FL'MQ57 S-2 BUILDING LAYOUT & DOOR LOCATIONS S-3 DOOR SCHEDULE & JAMB DETAIL msm S-4 PRODUCT APPROVALS PROJECT LOCATION ld,?0,1Als;L,,•e S-5 PRODUCT APPROVALS S-6 rm PRODUCT APPROVALS E S-7 PRODUCT APPROVALS N G I N E E R I N G S-8 PRODUCT APPROVALS CIVIL • STRUCTURAL • MARINE _ S-9 PRODUCT APPROVALS windndivivageO F S-10 PRODUCT APPROVALSCSM ��� 6y111eS a - r TOTAL # OF SHEETS = 10 208 SW OCEAN RBOULEV R'D v STUART, FL13RIDA 34994 T�_!v1gc,:cAy:aer L:;; 772-220-4601 5[Claif&SongGafage W W W.C S M-E.N ET v T1 CERTIFICATE OF AUTHORIZATION: 29057 White Tiger Systems 1 e m THE ENGINEER HEREW EXPRESSLY RESERM HISER COMMON LAW COPYRIGHT AND OVER PROPERTY ROB. TTHHESE PLANS AND Q� sllore.ne Chu nJi DRAWINGS ARE NOT 70 BE REPROOIICED,CHANGED,COPED,OR ASSIGNED TO ANY THIRD PARIY IN ANY FORM OR MANNER WHATSOEVER W MW FIRSr OBTAINING THE DWRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING,U.C. ��-y'cvsv THIS DOCUMENr.THE IDEAS•AND DESIGNS INCORPORATED HEREIN, m1¢ a AS AN NSRLUME ff OF PROFESSIONAL SERVICE,IS PROPERTY OF k g xEca".a.,�ewa CSM ENGINEERING,LLC AND IS NOT TO BE USED,IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRTTEN z le n; n fJ NEcm!,' beach Park ATHORIUTNN OF CSM ENGINEERING,U.C. SCOPE OF WORK coneny Uoes searood �ensercoeo Cnu_e�raay Par CSM ENGINEERING,LLC COPYRIGHT Ti2021 The Hollmann� Green Ter,tleSove® Hulchin:ron&ior25 1. MOBILIZE aNE ,:° asoeis5 2. REMOVE & DISCARD EXISTING DOORS 3. S R PLANS 4. ALL T EXISTING S OPENINGS TOETS OF L REMAIN RUN-CHA GED LOCATION M A P 5. DEMOBILIZE NOT TO SCALE GENERAL NOTES: BUILDING EXISTING NOTES: STRUCTURAL DESIGN CRITERIA: CODES AND STANDARDS THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, BUILDING & 1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND BE AWARE OF ALL EXISTING EXISTING; 7TH EDITION; 2020, ASCE 7-16, & ASD 1. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: CONDITIONS AND INTERFERENCES. 1.1. FLORIDA BUILDING CODE, BUILDING & EXISTING; 7TH EDITION; 2020, ASCE 7-16, ASD, & 2. THE CONTRACTOR SHALL CHECK CONDITION FOR EXISTING WIRING INSULATION AND NOTIFY THE MEAN ROOF HEIGHT 120' PERMIT SET AISC OWNER, ARCHITECT, OR ENGINEER OF ANY DANGEROUS CONDITIONS. WIND LOAD FBC 2020 & ASCE 7-16 2. DRAWING NOTES: 3. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL ITEMS AND THAT ARE SO WIND VELOCITY 165 MPH; ULTIMATE WIND SPEED g-2 0-2 0 21 2.1. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL INDICATED ON THE PLANS WITH THE OWNERS APPROVAL. WIND VELOCITY 128 MPH; NOMINAL WIND SPEED VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE 4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING EXPOSURE "D"; ENCLOSED DESIGN OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE FAMILIARIZED HIMSELF WITH ALL EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES Qz 88 PSF NOTES&COMMENTS CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. FOUND WITH REGARD TO THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE Kid 0.85 2.2. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND BUILDING ENGINEER BEFORE SUBMITTING A PROPOSAL. FIELD MEASURE EXISTING CONDITIONS Kz 1.48 ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE OOKMCM ENGINEER BEFORE PROCEEDING WITH ANY WORK. PRIOR TO FABRICATION OF ALL MATERIALS. REDUCTION FACTOR 0.6 CONTRACTOR OFF ALL DIMENSIONS RESPONSIBLE FOR THE 3. SECTIONS AND DETAILS: 5. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE FIELD ROOF SLOPE FLAT AIL SCAB INDICATED PERTAIN TO II•XI7•PLOTS 3.1. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE VERIFIED BY THE CONTRACTOR. LOAD COMBINATIONS ASCE 7-16 CHAPTER 2A DL+LL; DL+0.6WL; TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE 6. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR 0.6DL+0.6WL DESIGNED BY:avxus WREN DRAWN Br: CA SHOWN. SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER INTERNAL PRESSURE COEFFICIENT +/-0.18 CHECKED BY.Q1Yw BNIDE" 4. SUBMIT SHOP DRAWINGS AS REQUIRED. ALL SUBMITTALS SHALL BE CHECKED AND SIGNED BY QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED RISK CATEGORY II SCALE. As%m PROJECT 1: THE GENERAL CONTRACTOR AND SIGNED AND SEALED BY THE DELEGATED ENGINEER. OR NOTED SHALL BE PROVIDED AND APPROVED BY EOR. OCCUPANCY RESIDENTIAL R-2 5. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWING CONSTRUCTION TYPE II A - 1 HOUR MIN. RATING REQUIRED/1.5 HR. PROVIDED THE CONTRACTOR SHALL NOTIFY THE ENGINEER-OF-RECORD IN WRITING OF SUCH REQUIRED DOOR WIDTH 72" MINIMUM ���� �g A. DARp OMISSIONS OR ERRORS PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. EXISTING DOOR WIDTH 72" TO REMAIN �� ��• '' F ��� IN THE EVENT THE CONTRACTOR'S FAILING TO GIVE SUCH NOTICE, HE SHALL BE HELD DIMENSIONS: MEANS OF EGRESS SIZING 0.3" PER OCCUPANT PER STORY �Q. . ' \CENSF RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLETE SET OF LATEST OCCUPANT LOAD 200 SQFT GROSS PER OCCUPANT V % RECTIFYING THE SAME. DRAWINGS. NOTES AND DIMENSIONS SHALL BE CHECKED AND VERIFIED WITH ARCHITECTURAL _ No.76910 6. INFORMATION FOR THE LAYOUT AND DESIGN OF THESE PLANS WERE EXTRACTED FROM AND STRUCTURAL DRAWINGS. ANY DISCREPANCIES IN NOTES OR DIMENSIONS SHALL BE GENERAL COMPONENTS AND CLADDING NOTES: -4 . DigitallysignQk FIELD MEASUREMENTS AND EXISTING DRAWINGS. BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK SO THAT PROPER 1. ALL DOORS TO BE INSTALLED PER PRODUCT APPROVAL Arles kkyCharles,A. - CONTRACTOR SHALL INSPECT EXISTING FIELD CONDITIONS TO ENSURE PRESENT INFORMATION WORK CAN BE EXECUTED. DO NOT ASSUME OR GUESS ANY DIM. OR ELEMENTS ZONE 4 AND MEET THE REQUIRED DESIGN PRESSURES STATED BELOW: Darden Jr.: i- ON PLANS MATCH. IF EXISTING CONDITIONS DIFFER FROM PLANS, "GENERAL" NOTE 1 ABOVE , CONNECTIONS AND ELEVATIONS. 4denSj:KT 6p:2021.0LP SHALL ALSO APPLY. 2. UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS, CONTRACTOR SHALL FURNISH AND %� ''•.F<0RAbp'1 4'°Q -a INSTALL ADEQUATE SHORING, BRACING, ETC. REQUIRED TO SAFELY SUPPORT ALL TRIBUTARY DOOR WIND 1.DEMOLITION:RIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS COMPLY UWITH NALL OLOCAL ADS NAND OSHA REQUIREMENTSD SHALL BE FULLY . FOR THE SAME. SHORING MUST ZONE 2 AREA MEp� PRESSURE ZONN- N\\ \` ACTIVITIES WITH ALL THE APPROPRIATE SUB-CONTRACTORS AFFECTED BY THIS AREA. 3. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE 2. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL MATERIALS WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL. THAT ARE SO INDICATED INCLUDING CONCRETE AND WOOD. CHARLES A DARDEN JR DATE 3. THE LOCATION OF ALL EXISTING UTILITIES ARE THE CONTRACTOR'S RESPONSIBILITY. FiMI DKPM Na 78910 THE ENGINEER ASSUMES NO RESPONSIBILITY FOR EXACT LOCATIONS. PRIOR TO THET xMc START OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE COVER SHEET & NOTES LOCATION AND THE EXISTENCE OF ALL STRUCTURES AND UTILITIES SHOWN OR NOT ON sEEr t THE PLANS. S-1 ?ry= 811 OV�fZ�LI- E�1fx NEW DOOR rA REPLACEMENT HUTCHINSON ISLAND CLUB CONDO "qi < LOCATI N OF DOOR - JENSEN BEACH, FL 34957 = I P A a TO BE REPLACED b • N•T d� .. .:':,I. „0" ..4,-•.� -v .- -..� ...s s �O /e.T_ 'o I i OPEN1614 IN i - v 1 I „I� �r 2•A 9 I`—suEe.n wuu.-l2-z• y 1 � y l�` GENERATOR ROOM r:. S m N E N G I N E E R I N G PN - (I' t I CIVIL ° STRUCTURAL ° MARINE :flpLITH �t'P MIJL I �1 .i CSM ENGINEERING, LLC 1P — 208 5W OCEAN BOULEVARD - — —- + I I STUART, FLORIDA 34994 2/„� RAIL 6 xts 772.220.4601 r; �, f wRRm¢ uxo L-� � _ y u www.C5M•E.NE7 �S .! 171 - -GOL"'t�'- ._F" �e'. I /R F.G.M/K 6YP.WALLB D IL wr.VAA"V7 CERTIFICATE OF AUTHORIZATION: 29057 7`§ 'L �L6?a 'fZM. i167J. 55 I _ 4 `.. � I I Ida`WTAL 51N 3s/e MCfhi, 51TL4V 3 l 7I U M D I tyG G Nk 5E THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON .. } i. LAW COPYRIGHT AND OTTER PROPERTY MO. THESE ROANS AND DRWNGS ARE NOT TO BE REPRODUCED,CHANGED,0 & - fR?R i ( ✓ _ ASSIGNED ANY THIRD PARTY I Y FORM OR MANNER COPED,� ' 'd • W.EKt 4 IN SLt,ECR ' COMPAY�TO ROOMa•-4°x s10^ I I IDWRESS WRITTEN PERMISSION AND CO OTSOEVER WITHOUT FIRST F�CSNY OBTAINING EERI (140• A60V C ROOK) 1. - MECLI• - STORA6E'FZ o - . THIS DOCUMENT,THE IDEAS,MD DESIGNS INCORPORATED HERBN, AS AN INSTRUMENT OF PROFESSIONAL SERACE,IS PROPERTY OF . CSM ENGINEERING,LLC AND IS NOT ro BE USED,IN WHOLE OR IN t>1.11h� 11, ILAy? 4 - G� (Q) PART FOR ANY OTHER PROJECT wTBDur THE wRTrtETT T r* •1 -4'•S" .. .... .. - - _ / AUTHORIZATION OF CSM ENGINEERING,U.C. � �i 1 i G!/NC. WALL PLt1NjIbIG _ � •� � - 7AiPIA ¢ i' _ _ _ — ---------- — --- — - — A'll I M .. I 1 _ CSM ENGINEERING,LLC COPYRIGHT'2021 LOCATION OF DOOR ————-- 11` QUARFtY r1lx - -m v - TO BE REPLACED I I �F trc�. PtX� i See 7W6.L L l) T 4 Imp I�iT i I GllOil 121Q� q�l_ 1 I I LOCATION OF DOOR �—tilJt Y�LIILT.W j Ls P�O�/E I�`9 TO BE REPLACED --- -- --- -- `w ------ --® — ° tea— uM,dyLSy = 4 —s i o HALL (. .. I 6 NALL*2 .$ I, �•I (crc.ucF s- .Gll�.,t Q fC.Y�L EQUIP.RGVM NOTES&COMMENTS �a5� POOL EQUIPMENT _ FCl G•{ R=M tv All DIMENSIONS SHALL BE VERIFIED IN THE HELD BY THE !D ** Q CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE �. I 1' - "t , COORDINATION OF ALL DIMENSIONS. dEDLTIi LL 4r> a 5a F�IA WMEN15 g�: ALL SCALES INDICATED PTRTAN ro 11'Xn'PLOTS 1 , L-vGKEFi T1M. Q I 9 0 s (cel�.uGb ga'1 DESIGN BY:ONaIs DRAWN BY•. 44 _ - - DESIGNED TIN OETI - ---.. GG CHECKED BY:OlYtl6 DYIIDFFH �I FOR''SCALE Mvc,OF _ ' i /: 6ET:5HT•ALL 9Gd NOTE ME.PPS � e, � I scuE: As slDnl PROTECT �E'N,33i1 '6 lACKERS,NAU. L.a.Y�E.ft a ETL 5EE owe A-10.2 •F�Oom w-w �1'-. bEE M6GN.COi: N .Q i SEEMeCH.FOR n:111n II S�� `\ �S p• D Rp TJIA(j to - 90 tt aa'�ouv rs s / !. ALJNr. OVE fl), % b7 A. oYF via \�� \GEN& - - __ W %i �.yuLLeoT43V M(:1.11AN1<ALy COMPACTOR ROOM -- -- - 4_. / _ / ro r,P _ �. r No.76910 , -- - ---- - ,b—T— - _ - _* — ro 1 �— .digitally Sigriey- } A•11 ';, � ° _ � Arles A. Charles A.D�rJ n_ G o Z 2 r PLANjING --- STAIK / Jr. LOCATION OF DOOR ©^��C[` e n S ff bge:2 Q-T 0! STAIR Z �.... ELE AI ,1 GANG.N�IK // CfFa4ur;. 9 i9�. � mlr oF4•t.---I TO BE REPLACED a l //S % ••• ' \ *, NOTE: PROFESSIONAL ENGINEER SHALL INSPECT ��NAL E 44 - THRESHOLD FOR DAMAGE, ONCE DOOR IS REMOVED, U .5EE ,CM A(_I w c. FL'F: AND PRIOR TO NEW DOOR INSTALL. TYP FOR ALL I srAl cErArLz' • � f�j1AlR s�oe © I 'I RTLINF%G.0•�,>w.ws:. NOTE: �— CHARLES A DARDEN JR DATE 5EE- -L-1.1 PLANS SHOWN ARE FOR DEPICTION ONLY -TYP. Rmu 1 mrom PmFm NL Dow In M10 17�I� - I$'-'I" '5EE CLANG.A 8.2 FOR SIFEY NYE > y~ � STA'I', GROUND FLOOR LAYOUT BUILDING LAYOUT & DOOR LOCATIONS . 831-1A' I I 1xrATLS SCALE: NTS g`ET t S-2 NEW DOOR REPLACEMENT HUTCHINSON ISLAND CLUB CONDO 10410 S. OCEAN DR. JENSEN BEACH, FL 34957 DOOR SCHEDULE DESIGNATION AID ROX OPENING TYPE QUANTITY REMARKS MANUFACTURER NOTICE OF EVALUATION EXPIRATION MAX. ALLOWABLE REQUIRED SIZE (WxH) ACCEPTANCE AGENCY DATE PRESSURE PRESSURE EXTERIOR: r:. s m El 72"x84" METAL DOORS 4 SCHLAGE No. 20-1005.20 MIAMI DADE 5-5-2023 +75 PSF -75 PSF +60 PSF 1-60 PSF E N G I N E E R I N G SWING DOOR CIVIL • STRUCTURAL • MARINE METHOD OF ATTACHMENT 3/8"0x2" MIN. EMBEDMENT POWERS POWER BOLT INSTALLED MIN. 8" FROM BOTTOM EDGE AND 4" MIN. FROM TOP EDGE AND THEN 45" CSM ENGINEERING, LLC O.C. MAXIMUM SEE S-4, 5, AND 6 208 SW OCEAN BOULEVARD MODEL NUMBER IS STEEL CRAFT SZ ST 77L2-220-460JART, 460Iq 34994 1 GLASS TYPE IS N/A www.CSM-E.NET PANIC HARDWARE IS FALCON (F) 25—V ALLOWABLE DESIGN PRESSURE OF +/— 70 PSF CERTIFICATE OF AUTHORIZATION: 29057 SEE S-4, 7, AND 8 THE ENGINEER HEREBY EXPRESSLY R6ONfS HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE RAMS AND DRAIMNGS ARE NOT TO BE REPROMED.CHANGED,COPIED,OR ASSIGNED TO ANY THIRD PARTY IN ANY FORA,OR MANNER WHATSOEVER WRHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING,LLC. THIS DOCUMEM,THE IOFA%AND DESIGNS INCORPORATED HERON, AS AN INSTRUMENT OF PROFESSIONAL SOMCE,IS PROPERTY OF CSM ENGINEERING,LLC AND IS NOT TO BE USED,IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING,U.C. CSM ENGINEERING,LTA COPYRIGHT 11021 1/2" DRYWALL OR STUCCO ON CMU INTERIOR EXISTING DOOR WIDTH OF 72" TO REMAIN EXISTING DOOR HEIGHT OF 84" TO REMAIN DOOR FRAME PER PLANS a d a CONNECTOR PER FL PRODUCT APPROVAL a PROPOSED DOOR (SEE PLAN FOR SIZE) NOTES&COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE • COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 11'X17'PLOTS EXTERIOR FLASHING/SEALANT SHALL EXTEND TO THE SURFACE DESIGNED BY:01NM IWNNN DRAWN BY: OF THE EXTERIOR WALL FINISH AND SELF—ADHERED CHECKED BY:arALFs W0131 FLASHING SHALL COMPLY WITH AAMA 711. SCALE AS2101IN PROJECT1: STUCCO FINISH 8" C.M.U. PER PLANS CONC. FILLED CELL. \��� �S A. DA60 � P��.'.�\CENgF•.F v�� TYPICAL DOOR JAMB FLASHING DETAIL No. 76910 SCALE: N.T.S. —* Igitally signN� -bi rles A.�y Charles A.X` ' Darden Jr.: (Lj � •�11SjR�T6ate:20�1. Q i = �//;Y/0NAL E�.��. ���/llllll\\\\ CHARLES A DARDEN JR DATE FIMW HE1%41EPFD PRYOMW ENGNEFR ND.7N10 sNNLT xNNe DOOR SCHEDULE & JAMB DETAIL 9[ET r• S-3 NEW DOOR REPLACEMENT HUTCHINSON ISLAND CLUB CONDO 10410 S. OCEAN DR. JENSEN BEACH, FL 34957 MIAMI-DIADE MIAMI-DADE COUNTY Schlage Lock Company PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 1. Evidence submitted under previous approvals BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 rm S M NOTICE OF ACCEPTANCE(NOA) www.miamidade.yovleconomv A. DRAWINGS E N G I N E E R I N G Schla a Lock Company 1. Manufacturer's parts and sections drawings(Submitted under file as below). g p Y 2. Drawing No IRF-D07 Rev K,titled"Steelcraft H series Double Flush outswing",sheets 1 through 13 of CIVIL STRUCTURAL MARINE 11819 N.Pennsylvania Street g g � g Carmel,IN46032 13,prepared by the manufacturer,dated 0520-07 and last revised on08/30/15,signed and sealed by CSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD SCOPE: Thomas Gordon,P.E. STUART, FLDRIDA 34994 772.220.4601 This NOA is being issued under the applicable rules and regulations govemingthe useofconstruction materials.The B. TESTS(Submitted underfiles#15-0930.05/#13-1217.17/#12-0305.13/#10-0209.06/#07-0829.03) www.CSM-E.NET documentation submitted has beenreviewed and accepted b Miami-Dade County RER-Product Control Section to be CERTIFICATE OF AUTHORIZATION: 29DE7 THE EN HERSLY RESERVE IS/HER COMMON � Y tY 1. Test report on used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). 1) Air Infiltration Test,per TAS 202-94 LAW COPYRIGHT AND OTHERRPPRROPERTY RIGHTS•THESE PLANS AND This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Sectio n DRAWINGS ARE NOT TO BE REPRODUCED,CHANGED,COPIED,OR (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 HAI��,°WITHOUT FIRST OBTAINI PARTY IN NG THE EXPRESS FOR OR MANNER or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the 3) Large Missile Impact Test per FBC,TAS 201-94 PERMISSION AND CONSENT OF CSM ENGINEERING,LLC. 4) Cyclic Wind Pressure Loading per FBC,TAS 203-94 THIS DOCUMENT,THE IDEAS,AND DESIGNS INCORPORATED HERON, manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS PROPERTY OF of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is 5) Forced Entry Test, per PA 202-94 CSM ENGINEERING,LLC AND IS NOT TO BE USED,IN WHOLE OR IN FOR ANY OTHER PROJECT WITHOUT THE WRTIEN determined by Miami-Dade County Product Control Sectionthatthis product or material fails to meetthe requirements Along with manufacturer's parts and section drawings of Single outswing steel doors w/Stainless AMORIZATON OF CSM ENGINEERING,LLC. of the applicable building code. steel continuous Hinges & modified Hat stiffeners, marked by Certified Testing Lab,Test Reports I CSM ENGINEERING,LLC COPYRIGHT 2021 This product is approved as described herein and has been designed to comply with the Florida Building Code, No(s). CTLA-3045W dated February 16,2015, signed and sealed by Ramesh Patel, P.E. including the High Velocity Hurricane Zone. Along with manufacturer's parts and section drawings of double outswing steel doors w/CVC panic DESCRIPTION:SteelCraft H Series Double Flush Outswing Commercial Steel Door w/wo Panic Exit-LMI exit and Peep hole, marked by Element Material Technology, Test Reports No(s). ESPOI1623P APPROVAL DOCUMENT:Drawing No IRF-DO7 Rev P,titled"Steeleraft H series Double Flush outswing",sheets dated May 14,2013,signed and sealed by Jason Sheen,P.E. 1 through 17 of 17,prepared by the manufacturer,dated 05-20-07 and last revised on 01/29/21,signed and sealed by 2. Test reports on Hermes F.Norero,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94. Acceptance number and expiration date by the Miami-Dade County Product Control Section. 2)Water Resistance Test per FBC TAS 202-94 MISSILE IMPACT RATING:Large and Small Missile Impact Along with marked-up drawings and installation diagram of double steel commercial doors, Limitations: prepared by National Certified Testing Laboratories Inc.,Test Report No. NCTL-210-03-0514-11, 1. See sheets 1&2 for Design Pressures,Sizes and Hardware.See sheets 5,6,7 and 8 for door sizes VS threshold dated August 31, 2004, NCTL 210- 03-3511-1 dated 04/09/08 and NCTL 210- 03-3549-1 dated types,brand and water infiltration limitations. Lower design Pressure shall control the entire assembly. 08/26/08, all signed and sealed by Gerry Ferrara, P. E. 2. New Von Duprin HH9954 mullion must meet min thickness&strength as listed in sheet 16.See Hollow mullion in Note: Test report No(s): NCTL210-3549-1 and NCTL-210-3511-1 have been revised by an sheet 15.Drop-in or expansion mullion anchor assembly must be from the anchor manufacturer(No substitution parts permitted).Use of Ives viewers(model U696/U698)is limited to max.+/-75 PSF. addendum letter,issued by Lab,dated Feb.04,2009,signed &sealed by Gerard J.Ferrara, P.E. NOTES Se COMMENTS 3. The top strike plate 338 can be used w/wo roller option for Concealed Rod Panic devices(CVR)shown in sheet 9. 3. Test report on ALL DIMENSIONS SWILL CONTRACTOR THE V IS IN THE IBLE BY THE 1 Air Infiltration Test,per TAS 202-94 COO INARD CONTRACnox F ALL DIINs RESPONSIBLE FOR THE 4. Electrical/Electronicfunclions and Fire ratings are not part of this approval,such functions to be reviewed and ) approved by AHJ. 2) Water Resistance Test per FBC TAS 202-94(Not conducted) ALL SOLES INDICATED PIRTAIN TO 11'X17'PLOTS 3) Uniform Static Air Pressure Test,Loading per TAS 202-94 DESIGNED BY:CIV&S UMM DRAWN BY: LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,Cincinnati,Ohio and Series CHECKED BY:OWM WINK 4) Large Missile Impact Test per FBC,TAS 201-94 and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 SCALE ,S%M PROJECT t. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change 6) Forced Entry Test per PA 202-94 \\\\►I I 1 1 1 i in the applicable buildingcode negatively affectingthe performance ofthis product. L ��� ���� Along with manufacturer's parts and section drawings of double flush outswing steel doors,marked �� S A. DM TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the by National Certified Testing Lab,Test Reports No.NCTL-210-3580-2,dated March 25,2009 and Q.,.• \CENg materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for NCTL-210-3357-1, both signed and sealed by Gerry Ferrara, P.E. sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of Along with manufacturer's parts and section drawings of double-glazed outswing steel doors, No.76910 =_ this NOA shalt be cause for termination and removal ofNOA. marked by Certified Testing Lab,Test Reports No(s). CTLA-776W dated February 20,2002, ADVERTISEMENT:The NOA number preceded by thewords Miami-Dade County,Florida,and followed by the CTLA-975W dated Jan 23,2003,CTLA-882W dated Aug 29,2002,CTLA-1035W,dated May Arles A. Digitally signed&.__ in its entire ate may be displayed in advertising literature. If an portion of the NOA is displayed,then it shall be done 28,2003 and,CTLA-1086-W dated Nov. 17,2003 and CTLA-1107W-3 dated June 30,2004,all Charles A.D J� p Yg Y P •. `�'/., �,. rLDtrW 2021,08 signed and sealed by Ramesh Patel, P.E.(The CTLA-1035W has been revised by an addendum). A§0 INSPECTION:A copy of this entireNOA shall be provided to the user by the manufacturer or its distributors and 5 �i <OR� . Additional Reference test report No.CTLA-1107W for strap anchor qualification. � S shall be available for inspection at the job site at the request of the Building Official. /} l ��n ";///0NAL This NOA revises NOA#20-0310.10 and consists of this page 1 and evidence pages E-1,E-2,E-3,E-4,E-5 and E-6, Ishaq I.Chanda,P.E. as well as approval document mentioned above. Product Control Unit Supervisor The submitted documentation was reviewed b Isha I.Chanda P.E. FLOMRII PRWEMOK JR DATE Y q + NOA No.20-1005.20 ��R� I �Te�1u MIAMI-DADE COUNTY r NOA No.20-1005.20 Expiration Date: May 05,2023 Ex Tration Date: Ma OS 2023 Approval Date: February 18,2021 F.Nuc Approval Date: February 18,2021 E-1 PRODUCT APPROVALS ter. Page 1 S-4 NEW DOOR REPLACEMENT HUTCHINSON ISLAND CLUB CONDO 10410 S. OCEAN DR. JENSEN BEACH, FL 34957 MAX UNIT WIDTH TYP=100" MAX_UNIT WIDTH TYP.=100" MAX-UNIT WIDTH TYP=100" MAX.U1417 WIDTH TYP=100" MAX.UNIT WIDTH TYID=100"- p 7 95"MAX.DOOR OPENING WIDTH 96"MAX.DOOR OPENING WIDTH- 96"MAX.DOOR OPENING WIDTJI 96"MAX.DOOR OPENING WIDTH 96"MAX.DOOR OPENING WIDTH- R E V 1 S I U N S SURFACE C-, ea MORTISE SURFACE C., 8,1MORTISE SURFACE C, ,CYLINDRICALSURFACE C, ,,CYLINDRICAL I SURFACE c� ,CYLINDRICAL L•TR DESCRIPTIISN DATE APPROVED BOLTS •T3- T� LOCK I BOLTS 'Td' LOCK BOLTS 7T LOCK BOL73 -7T _M LOCK OLTS +4 1 LOQK A APPROVAL DWG YMF 05/20/D7 L _ O I LD I I G REVISED PER_MDBCCO YMF 02/06/D9 w a S S M = = 1 1 H REVISED DWG YMF 02/01/2D E N G I N E E R I N G N Z I Z I Z I Z 1 Z 1 Z J REVISED DWG YMF 04/05/10 =U' O_ __ I_ __ fL ___ ____ D, ___ ____ 11 __,-�-I _ c- K REVISED NAME JPD 11/01/13 CIVIL • STRUCTURAL • MARINE w 0 I O 0 I G 1_'�- O --- _ ]l_ I A-1 TY A-1 A-1 WA-2 1 A-2 IY AS 1 -3 a:A, 1 A4 _ F- O +3 O1 TT Ott 3 O � O,3 is L REVISED DWG JPD D2101l15 CSM ENGINEERING, LLC 2 O INACTIVE ACTIVE O INACTIVE ACTIVE O INACTIVE ACTIVE INACTIVE I ACTIVE O INACTIVE ACTIVE 208 SW OCEAN BOULEVARD ❑ ❑ fl ❑ p p M REVISED DWG JPD 05/05/15 I ?C 1 1 1 1 STUART, FLORIDA 34994 N ENGINEER CHANGE LA 02/03/17 772-220-4601 g :E g www.CS M-E.NET 17 ADDRESS UPDATE SM 02/27/20 CERTIFICATE OF AUTHORIZATION: 29067 to QO torn rn it I 1 m �c_�i -1w T- Yl •DT„di �' �s B.z T- � ;9ate T- is � P 2020 FBC UPDATE NUS 07,107/20 THE ENGINEER HEREBY EXPRESSLY RMYES HIS/HER COMMON DESIGN PRESSURE RATING.PSF DESIGN PRESSURE RATING,PSF DESIGN PRESSURE RATING.PSF DESIGN PRESSURE RATING.PSF n DESIGN PRESSURE RATING.PSF LAW COPYRGB AND OTHER PROPERTY PoGI1rs. THESE PLANS AND n n DETAIL'C'MEETING DOOR EDGES DRWNGS ARE NOT TO BE REPRODUCED,CHANGED,COPIED,OR z WHERE WA q O INHERE WADE WHERE WATER O WHERE WATE W XERE WATER z WHERE WATER H RE WATER Q WHERE WATER WHERE WATER m _ T INFILTRATION INFILTRATION ASSIGNED TO ANY TINRD PARTY IN ANY FORM OR MANNER T1 INFILTRATION INFILTRATION a INFILTRATION INFILTRATION INFILTRATION INFILTRATION T IN INFILTRATION DOOR CONFIGURATION S:I.1A.2,3.4 Q REQUIREMENT REQUIREMENT REG tREMEIff REQUIREMENT REQUIREMENT REQUIREMENT REQUIREMENT REQUIREMENT 5 REQUIREMENT REQUIREMENT 2-gSYkAGAL ON DOOR CONFIGURATIONS:5,6,9&11 WHATSOEVER WIIHOUf FIRST OBTAINING THE EXPRESS WPoFIEN IS NEEDED IS NOT NEEDED IS NEEDED IS NOT NEEDED IS NEEDED .IS NOT NEEDED IS NEEDED IS NOT NEEDED IS NEEDED IS NOT NE EOEO INACTIVE LEAF VON DUPRIN REMOVABLE PERMISSION AND CONSENT OF CSM ENGINEERING,LLC. 1 1 2 3 4 * ± MAROWARE MULLIONS ±75 ±75 ±fi0 ±fi0 ±55 ±55 ±65 #S5 75 75 THIS DOCUMENT,THE IOFAS,AND DESIGNS INCORPORATED HEREIN, SEE TABLE 3.1 SEE TAB LE54,1 ON ASEE TABLE I.+ 5EETABZES 4.1IT SEE TABLE 3.1 SFETABLES4.1 ON SEE TABLE 3.7 SEE iABLE54.1 DN SEE TABLE S.1 SEE TABLES&ION LNG AS AN INSIRULENT OF PROFESSIONAL SOMCE,IS PROPERTY OF ON SAT,5 SHT.7&A2 ON SHT_B bN SXT.5 9 HT_T 8 Q2 ON 5HT.8 ON SHT.5 5HT.7 8 4.2 ON SH7.0 ON SHT-5 SHT_T S 0.2 O M SHT.3 ON 5HY.5 S HTJ&4.2 ON SHT,O CSM ENGINEERING,LLC AND IS NOT TO BE USED,IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN MAX.UNIT WIDTH TYP=100" MAX.UNIT WIDTH TYR=100" AUIHORPATION OF CSM ENGINEERING,I.I.C. 96"MAX.➢OOROPENING WIDTH- 96"MAX.DOOR OPENING WIDTH Dc:DDrn DrrERIut MAX.UNIT WIDTH TYP:100' MAX.UNIT WIDTH TYP=100" SURFACE SURFACE CONCEALED CONCEALED 96"MAX,DOOR OPENING WIDTH 96"MAX DOOR OPENING WIDTH VERTICAL ROD VERTICAL ROD NOTE: VERTICAL ROD VERTICAL ROD CSM ENGINEERING,TLC COPYRIGHT r:2021 RIM EXIT aq RIM EJU7 R3M EXIT B; RIM EXIT EXIT aT EXIT EXIT �' EXIT SEE SHEETS 5,6,7,9 8 FOR DiAtn+r[ ACrNE E]:7� 1 I THRESHOLD TYPES, o I- SEE slTAIL is ` I z sIBEr>6 ` } T t J_ 1 WEATHERSTRIPS 7NrLmal 1 1� COMPONENTS,DOOR SIZE J REMOVABLE HARDWARE MULLION O. n w w I W I vJ j {� VS DP AND LIMITATIONS 2 = 1 Y z j I HH9954-SEE SHEET 16 I- 1 Z 1 Z 1 Z I Ir DOOR CONFIGURATIONS:78 S DOOR CONFIGURATION:10 �Z 1 Z 1 Z __-__ _____ Z -__-_ H H___-_ NOASTRAGALI NOMULLION FIXED HOLLOW METAL MULLION (D� --_-- --_-- ll -- -- -`�-` BOTH DOORS ACTIVE _❑LLI O O A-7 O A-8 Ef AS A5 LY A-fi p.-B IY - 13 13 13 Dt1D®! IDISYRq I z� asp °o PRODUCT REVISED o \\\wrsva+G/ o p n I complying with the Florida \ f a vD,0 I rvN� B N I x 1 [ ii building Code \11// x¢ "a°"m 1 ¢ "^�° 1 ¢ ¢ I, NOA-No. 20-1005.20 EXYERIDR EXTOMR Expiration Date 05/05/2023 AcnvE ac7ivE srr Yl[TA1I Dt ��_J as T!SEE x uL TH ��_ r B$ { Ba j Ea I S1EET f6 i� SHEET Ib +a Ta- By O DESIGN PRESSURE RATING,PSF DES ION PRESS ORE RATING.PSF n DESIGN PRESSURE RATNG,PSF n DESIGN PRESSURE RATING,PSF Miami-Dade Product Control INTERIOR i WHERE WADE WHERE WATER O WHERE WATER A i WHERE WATER WHERE WATER z WHERE WATER WHERE WATER INFILTRATION INFILTRATION -�rl INFILTRATION INFILTRATION •R INFILTRATION ENflL7RATiON INFILTRATION INFILTRATION REQUIREMENT REQUIREMENT _Ci REQUIREMENT REQUIREMENT �+REQUIREMENT REQUIREMENT ftEQUIREMENT REOUIREMENY FIXED HOLLOW METAL MULLION IS NEEDED 15 NOT NEEDED ISNEEDED 15 NOT NEEDED 13 NEEDED IS NOT NEEDED $ Is NEEDED I3!4gTNEEDED COMPLIANCE STATEMENT- SEE SHEETS 9&15 NOTES k COMMENTS 5 ±75 ±90* 'SEE NOTE 6 ±70 ±70 7 ±70 ±70 ±70 ±70 SEETABLE 9.1 SEE TABLES d_10N 1.THESE PRODUCTS HAVE BEEN TESTED TO HVHZ PROTOCOLS TAS 201,202&203-94 EE TABLE 3.1 SEE7A.R LES 4.1 ON ON SHEET2 EE TASLE 3.7 SEE 3ASLE341 ON 8EE7ABLE 3.1 seE YABLES a.1 DN � ALL DIMENSIONS STALL BE VERIFIED IN THE FIELD BY THE ON SHT.S SHT.7 S 4.2 ON SHT.r ONSHT.i SHT.784.20N SHT,B ONSHT.5 SHT.7&4.2 ON 5HT.0 ON SHT.S SHT.78430N SHT,S �tg111l f1/f AND COMPLY WITH THE 2020(7TH EDITION)FLORIDA BUILDING CODE. �+ 4x CONTRACTOR. THE CONTRACTOR 6 RESPONSIBLE FOR THE MAX,UNIT WIDTH=104" NOTES: �-N ^ �f! COORIRNATION OF ALL DIMENSIONS. MAX.UNIT WIDTH TYP=100" 100"MAX.ORENING WIDTH MAX.UNIT WIDTH TYFI=100" 1.INTERIOR VIEWS ARE SHOWN FOR ALL ELEVATIONS OUTSWING DOORS 4 > ALL SCNES INDICATm PERTNN 10 11'xn•PLOTS 96"MAX.DOOR OPENING W IDTH- 96"MAX-DOOR OPENING WIDTH ( ) 'NI ,•+' "` # THREEPOINT LATCHING FIXED HOLLOW ,1 RIM EXIT 2•SEE TABLE 1 ON SHEET 2 FOR HARDWARE APPLICATIONS AND LIMITATIONS . ' .. POINT LATCHING HARDWARE MU LLION MIALMULEION B40 RIM EXIT BnT cl d B-8 +a, •'+40, S -:. �, DESIGNED BY:aVSL5 W�NM DRAWN BY: is I I 3.SEE SHEET 3&14 FOR HINGE REQUIREMENTS 4+ p� F = SOFT is 4.SEE SHEETS 4&15 FOR ANCHORING TYPES AND LIMITATIONS AND SHEETS 15 « 3 V CHECKKm BY:awMFs WiOFN c = T SHEET 1, LD15 1111 c9 FOR MULLION INSTALLATION- ScoLE As sloxx PROJECT/: O LU I w 5-SEE SHEET 5 TABLE 3.1 AND SHEET 6 TABLES 3.2 S 3,3 FOR WATER RATED 0 QF 11 _ .� A ( r \1 I 1 I I i C7 O THRESHOLDS AND WEATHERSTRIPPING INSTALLATION AND LIMITATIONS .m � D z z 6.SEE SHEET 7 TABLE 4.1 AND SHEET B TABLE 4.2 FOR NON WATER RATED �� �•� (( p, pqR� z __ � ____ -- -- - -- w THRESHOLDS AND WEATH ERSTRIP PING INSTALLATION AND LIMITATIONS �® tp ano p ---- ----- OR 6-SEE SHEET$3-8,&17 FOR SILL INSTALLATION INFORMATION °° � " DAv Q�•' \CEASE '•? O A-70 ,I G ••' v ' O A-S 1 ne o 0 7.ALL CONFIGURATIONS MEET LARGE AND SMALL MISSILE IMPACT REQUIREMENTS - /A 73 D x33R \ = a: n 13 IY - +3 0 A-11 A-11 , i r D Oo 73 +3 LARGE MISSILE IMPACT AT(50 F1S) FSPEC T ORIZATIONNO-2957d NO. 76910 = n p � SEND RADIUS _ I X I YON DUPRIN 4 llai3DwARE I d I HANDwnOREN IJltdllySlgl�e }L- $CHLAGE LUCK CCIMPANY, LLC MANUFACTURING FAGILITY7 f MULLION � HDLLDW NE7AL NU" A. Charles A.Dar g STEELCRAFT Z. seESn 61 CARM N. IN 460 LVANIA STREET 9017 BLUE ASH ROAD Jr. _Charles CARMEL, IN 46032 �C/ ae j eee DE7 a-tn T- cEE nera L iN B-1+ CINCINNATI, OH 45242 � e n Sf tTFpA�;202.1. Q� I SHEET 1s �- 'Tq- st�T 16 THIRD ANGLE PROJECTION TITLE,STEELCRAFT H SERIES DOUBLE FLUSH OUTSWING COMMERCIAL STEEL DOORS WITH AND i SHUT 16 48-MAX WIDTH 48"MAX WJDTHJ RIM EXITDEYICES WITH HARDWARE MULLION DRAWN DATE WITHOUT PANIC EXIT DEVICES /j \" •L�rn' 1 THREE POINT LATCHING FIXED HOLLOW METAL MULLION n DESIGN PRESSURE RATING,PSF / S '••••' ! O RESIGN PRESSURE RATING,PSF DESIGN PRE55URERATING.PEP = WHERE WALTRATION TER WHERE WATER YMF 05J20�07 M[AMI-DADE COUNTY PRODUCTAPPROVAL // s/ L`\� OT NEEDED EOU REMIND REQUli�E ENN7 WHERE WATER INS LTTRATINEEDE N WHIR WATEINT R FILTRATION P REQUIREMENT REQUIREMENT CHECKED FLUSH OUTSWING,DOUBLE DOORS AND HARDWARE CONFIGURATIONS- / �NAL\\��\ IS NE SUED 15 NOT NEEDED IS NEEDED IS NOT NEEDED _� ±70 ±70 11+701-55 +701-55 9 ±7Q ±7Q G1 2EROINTL568(11A} sEErABLE3.1 SEE TABLES4,ION APPROVED SIZE FLAT DWG N0. REV GEETAELE3-T SEETASLES41QN SEE TABLE 320NSHT_5 SEE raeiE a.t DN SHT.7 CHARLES A DARDEN JR DATE ON SHT.5 SHT7&a2 ON SHT.B 10 +501-70 ±70 ON SXT_3 5HTS 8-026N 5Hr8 TRF"D07 P END. APPV L R0R6+REGSRAm PROFFSSOIYL F1IGNFR ND.70910 NGP 950(11B1 SEE TADI.E 4a ON SHTA JPD SCALE' I V T S A U T❑CAD SHEET �1 OF �1 7 T SEE TABLES&.3 SIN SHT.S MV12lB7 .� 1 1 PRODUCT APPROVALS SEEN r• S-5 NEW DOOR REPLACEMENT HUTCHINSON ISLAND CLUB CONDO 10410 S. OCEAN DR. JENSEN BEACH, FL 34957 Maximum Design Pressure, Maximum Door Opening R E V I S I ❑ N S Door PSF Size,in. Locking Hardware Description Comments LTR DESCRIPTION DATE APPROVED Configuration A APPROVAL DWG YMF 05/20/07 Positive Negative Width Height Hardware Family ModellSeries Strike Models Brand C REVISED DWG RAP 12/03/07 r:. S M LILV94001ADIGO MD 10-072 Schlage Function with deadbolt, D REVISED DWG YMF 01/16/08 E N G I N E E R I N G 1 75 75 96 96 Mortise Lock 314"min. throw latch& E REVISED DWG YMF D2/28/08 CIVIL • STRUCTURAL • MARINE MA ANSI Falcon V min throw deadbolt F REVISED DWG YMF D5/30/DB CSM ENGINEERING, LLC Function withoLIt G REVISED PER-MDBCCO YMF 02/06/09 208 SW OCEAN BOULEVARD STUART,1A 60 60 96 96 Mortise Lock L/LV9000/ADICO MS 10-025 Schlage deadbolt, 3/4"min. H REVISED DWG YMF 03/IB/09 772-22 -4601FLORIDq 34994 772-220-4601 J REVISED DWG YMF 04/06/10 `A'W"•'•CSM-E.NET CERTIFICATE OF AUTHORIZATION: 29057 2 55 55 96 96 Cylindrical Lock AL 10-025 Schlage VT throw latch K REVISED NAME JPD 11/01/13 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON L REVISED DWG JPD 02/01/15 LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE RAMS AND 3 65 66 96 96 Cylindrical Lock DINDIADICO CYL 10-D25 Schlage VT throw latch DRWNGS ARE NOT TO BE REPROMED,CHANGED,COPIED,OR M REVISED DWG JPD OS/OS/17 ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WMTEN DINDIADICO CYL 10-025 Schlage 314"throw latch N ENGINEER CHANGE LA 02/23/17 PERMISSION AND CONSENT OF CSM ENGINEERING,LLC. 4 75 75 96 96 Cylindrical Lock THIS DOCUMENT,THE IDEAS,AND DESIGNS INCORPORATED HERON, O ADDRESS UPDATE SM 02/27/20 AS AN INSTRUMENT OF PROFESSIONAL SOMCE,IS PROPERTY OF T ANSI Falcon 314`throw latch CSM ENGINEERING,LLC AND IS NOT TO BE USED,IN WHOLE OR IN P 2020 FBC UPDATE NUS 07/07/20 PART FOR ANY OTHER PROJECT WTHOUT THE WRITTEN ALTTHORIZATI N OF CSM ENGNEERNC,U.C. 5 90 90 96 96 Rim Exit Device XP98,XP99, XP98-F, 9091954 Von Duprin far pairs use HH9954 GSM EN,INEBRNG,LLD COPYRIGHT 11021 SEE NOTE 4. SEE NOTE 4. XP99-F mullion by Von Duprin 88-F 468 Von Duprin for pairs use HH9954 6 70 70 96 96 Rim Exit Dews 98, 99,98-F, 99-F 499F Von Duprin mullion by Van Duprin 9827, 9927, 9827 F, 299FI499F Top, 304L Bottom Von Duprin Surface Vertical Rod Exit 9927-F 7 70 70 96 96 Device PRODUCT REVISED 25-V, F-25-V 3788 Top,2130 Bottom Falcon as complying with the Florida 9847-F,9947-F, HH9847, HH9819947 devices Building Code 8 70 70 96 Concealed Vertical Rod HH9947 338 Top,304L Bottom Von Duprin ha4e a 2214"backset NaA-No. 20-7 005.20 Exit DeTnce Expiration Date 05I0512023 F-25-C 4188 Top,2130 Bottom FalconBy 299F/499F Top, Miami-Dade Product Control 9857, 9957, 9857-F, for pairs use HH9954 499F Middle, Von Duprin mullion by Von Duprin NOTES&COMMENTS Three-Point Latching 304L Bottom DE NC4 ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE 299F/499F Top. CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE 10 70 70 48 9a 9857,9957, 857-F, 299FI499F Middle, Von Duprin See note 42 ��i'�1>i:litre////� COORDINATION OF ALL DIMENSIONS. 9957-F 304L Bottom ,m � ALL SCALES INDICATED PERTAIN TO 11'X17'PLOTS 11 70 55 96 96 Rim Exit Device 25-R, F 25-R 499E Falcon for pairs use HH9954 <a`" .+' E DEscNED BY:QWW Wn DRAWN BY: mullion by Von Duprin �.° s, 0 �� cHITKED BY:ONMsWin sca.E AS SIOAN PROJECT f: S OF .� Q A. DqR •f \ ��. •L CEN �c O��/ TABLE 1. \ s NOTES: ? ,i TOG 1. FOR DOOR CONFIGURATIONS 1, 1A,2, 3, &A, INACTIVE LEAF REQUIRES IVES SB360 SURFACE BOLTS IN TOP AND 1'//Jaya N 004 No. 76910 FBPE Cr T DRIZAMN NO.2957A •• BOTTOM BEND RABIUS =� digitally sign (� — 2. DOOR CONFIGURATION 10 IS USING FIXED HOLLOW METAL MULLION BETWEEN TWO DOORS SEE MULLION DETAIL IN MANUFACTURING FACILITY, ar�es A. b Charles A. SGHLAGE LOCK COMPANY, LLC y — SHEET 15) 9017E BLUE ASH ROAM ST 11819 N. PENNSYLVANIA STREET Darden Jr.: 4I:/ " 3. SEE SHEETS 10 THROUGH 16 FOR LOCKING HARDWARE AND HARDWARE MULLION DETAILS -�- cARMeL, IN 46032 ST T ^F CINCINNATI, OH 45242 N?n �,�ate:2021 THIRD ANGLE PROJECTION TITLE. STEELCRAFT H SERIES DOUBLE FLUSH OUTSWING COMMERCIAL STEEL DOORS WTH AND LOFa1�.1 �# 4. DOOR CONFIGURATION 5 IS RATED FOR MAXIMUM DESIGN PRESSURE UP TO±75 PSF WITH ZERO INT'L THRESHOLD 11A DRAWN DATE WITHOUT PANIC EXIT DEVICESss OR FOR DOOR OPENINGS UP TO T-0"X T-0"WITH NGP THRESHOLD 116 AND ±50 PSF FOR DOOR OPENINGS UP TO 4'-0"X YMF I)5/2A�D7 MIAMI-DADE COUNTY PRODUCT APPROVAL //ZONAL\L\\x $-0 WITH NGP THRESHOLD 11 B WHEN WATER INFILTRATION REQUIREMENT IS NEEDED. SEE SHEETS 5 AND 6. CHECKED FLUSH OUTSWING DOORS AND HARDWARE CONFIGURATIONS 4.1 DOOR CONFIGURATION 5 IS WATER RATED FOR A MAXIMUM DESIGN PRESSURE UP TO±75 WITH ZERO INT'L COMMERCIAL DOOR OPENING DOUBLE FLU$11 DOORS, APPROVED SIZE FLAT DWG NO. REV CHARD=S A DARDEN JR DATE THRESHOLD (1 1A)OPTIONS AND UP TO±90 PSF WITH THE NON-WATER RATED NGP 950 THRESHOLD (12B)OPTIONS WHEN IRFID07 F1OUMWIM" LOB, N.7010 WATER INFILTRATION REQUIREMENT IS NOT REQUIRED. SHEET S. LNG. APPVL P ' sITLTxWIT 5. SCHLAGE AL-SERIES CYLINDRICAL LOCK(DOOR CONFIGURATION 2) IS LIMITED TO±55 PSF MAXIMUM DESIGN PRESSURE JPD LoiLzrD7 SCALE, NTS AUT❑CAD SHEET 2 (IF ]7 PRODUCT APPROVALS sITET r• S-6 NEW DOOR REPLACEMENT HUTCHINSON ISLAND CLUB CONDO WIRE OR T MASONRY ANCHOR INTO R E V I S I O N S 10410 S. OCEAN DR.® JENSEN BEACH, FL 34957 GROUT FILLED FRAME AND BLOCK WALL © WOOD STUD ANCHOR STEEL STUD ANCHOR LTR DESCRIPTION DATE APPROVED UP TO 75 PSF MAX. UP TO 75 PSF UP TO 75 PSF e` A APPROVAL DWG YMF 03/20/07 D2 HD3 r MAX, HD3 MAX. D REVISED DWG YMF 01f17l08 JANB BABE ANCHOR INTO CONCRETE(s JM MIN-3 1 F REVISED DWG YMF 05/30/08 90.375"WITH 2."MIN. 17.6'D.C. 96"X96" 2+"G.C. 96'X95" MAX. 9fi"x9s" 2t"O.C_ EMBEDMENT POWERS PONER MAXIMUM DOOR MAX. BOLT•POWERS LOK BOLT AS F- MAXIMUM DOOR MAXIMUM DOOR MAX. G REVISED PER_MDBCCCI YMF 02/06104 r:. s M OPENING ` ANC HLCSPH SLEEVE 0 OPENING 17-6'O-C. OPENING T H REVISED DWG YMF 03/18/09 Ly II- ANCHOR.S*LE.E-ALL N STRONG o E N G I N E E R I N G v 71E SLEEVE-ALL OR 3/B' �j MAX. pt•O.C. PRODl1�G'1' REVISED J REVISED DWG YMF 04/06/10 z4 24"O.C. LAG BOLT INTO(2)2X WOOD c T MAX. as complying with the Florida CIVIL STRUCTURAL MARINE MAX. SILL(SI--.sS) 17.6'O.C. I Building Code K REVISED NAME JPD 11/01/13 JAMB BASF ANLHOR -.D OR AD,usTAelL I i5 MAX, _ �pq-plo, CSM ENGINEERING LLC T 2U-1 Q05.2� c+' t- a 21'a.r L REVISED DWG JPD 02/Dl/15 24"O.C. 17.5,O.C. o MAX. Expiration Date 05/05/2023 208 SW OCEAN BOULEVARD MAX. REVISED DWG JPD OSlOSfiB STUART, FLORIDA 34994 MAX.. I gy (St,."? I' �"'L' N ENGINEER CHANGE LA 02/10/17 772-220-4601 REFER TO SILL I REFER TO SILL REFER TO SILL 21"QG www.CSM-E.NET INSTALLATION T INSTALLATION 1Z8'O.C. INSTALLATION MAX Miami-Dade Product Control CERTIFICATE OF AUTHORIZATION: 29067 DETAIL'TH' 1 I AX DETAIL'TH' M I DETAIL'TH' 1 D ADDRESS UPDATE SM 02/27f20 •e P 2320 FBC UPDATE NUS 07/07/2D THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON FRAME 2000 PSI MASONRY #3 X 1-3/4" fi" 6 DRAWINGS ARE NOT ro11 LAW COPYRIGHT AND ER XEDRTY CHANGED �THESE�SLANS AND ' KIN 4 TOTAL PER MAx• jn2 SMS(GR_5) MAX. CONCRETE CONCRETE ASSIGNED TO ANY THIRD Pam,IN ANY FORM OR MANIFR GROUT FILLED T-ANCHOR C) LINTEL SHOWN LINTEL SHOwN ANCHOR (2)PER ANCHOR MAY VARY PER FRAME HEAD WHATSOEVER WITHWT FIRST OBTAINING THE EXPRESS WRITTEN MAY VARY PER WALL FILLED W/2000 PERMISSION AND OONSEM OF CSM ENGINEERING,LLC. t]tBELNEI WALL -••.•- '. ; PSI GROUT Q INCORPORATED HEREIN, C➢NSTRUCTI➢� ,/ ,- CONSTRUCTION ACI 530.1 nx ITUTRkik�TaDOCLII tEOFPRGE�sorH1 SERVICE IS PROPERTY o ._ a. - CSM ENGINEERING,LLC AND IS NOT TO BE USED,IN WHOLE OR IN a .�..a •�.'. PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN = 2 2' DR' 4' FACE- AUDIORPATION OF CSM ENGNEERNC,U.C. EXT. Q 2 1 W a '° .. GROUT IFILLED EXT. EXT. o EXT. Ld T CSM ENGINEERING,LLC COPYR1 HI t.2021 P' FACE SHIM SPACE SHIM SPACE *WOOD STUD WALLS WITHOUT t/4"MAX. MASONRY BLOCK WALLS 1/4•MAx` SEE NOTE 1. * * GROUT a 1 STEEL STUD WALLS STEEL STUD WALLS. CMU (C-90) 200L3 PSI SEE NOTE 1- SEE NOTE 1. L6 EXTERIIR 5 GROUT FILLED L75. a' 1,75' AC1530.1 \ L75' sPOTWELDEc 5/s' WD1 - FRAME HEAD ECTI❑N WIRE ANCHOR 03/15' I2?PLaces Fy MIN:35 K51 -$• IBRICHT BASIC WIRE ss" , Q Q Q 1.79' WOOD STUD OR UNIVERSAL ANCHOR Hp2 - FRAME HEAD SECTI❑N 5.19' X 9.56' J (LOCK-IN OR WELD-IN) F4 WIRE MASONRY ANCHOR MASONRY MASONRY T-ANCHOR Ey MIN-=Zra KSI UNIVERSAL Fultim MIN=58 KSI -ANCHOR $Fy STEEL{0.SI F MIN=35 KS Fy MIN:36 KSS STEEL STUD ANCHOR ANCHOR A A A �EXISTiNG MASONRY ANCHOR (EMA) WITH WELD-IN OR LOCK--IN WELD-IN OR LOCK-IN CONCRETE WALL OR CMU UP TO 75 PSF LAG BOLT INTO WOOD STUD WALL 6' UP TO 75 PSF B- MAX. INTERIMMAX i}7 OR HD2 MAX. HD3 �' iL• 11' 11` 1,1• �rRAME Y;•: D STUD �NAX�1 �lSAX� �KAX ]1NAK I- JAHH ''-•" 21'O.C. ': =3 MAX 14"O.C.MAX. FF-� LINTEL SHOWN .;- MAX :_.:..''�_. L:,4" MAY ALSO I3E i �': W X 7' 14'D-C-MAx • HAX. STEEL STUD 2' FACE-WITHOUT GROUT NOTES&COMMENTS s' x 7' ti�;a _ OR CONSTRUCTIONOR SEE CORRESPONDING8' X 8' 21"O.C- B' X I MULLION INSTALLATION 1/4' X ITW `� ,I ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE MAX `� WENING 14'O.C.MAX. OR® gyps 14 J' OPENING a�- ON SHTS.15&16 BUkLEX/REDHEAD TAPCON _ - CONTRACTOR. THE CONTRACTOR B RESPONSIBLE FOR THE (SEE SHT:1) I ,,,=-`` (SEE SHT.1) I DETAIL'FH' OR #14 X 1-3/4' WOOD 2 api ,. • �� CWRDINATION OF ALL DIMENSIONS. SILL SCREW AS REQUIRED y°d , y' ,� 14' O.C.MAX. a' -' 21'O.C. _ DOORS ALSO SEE SHEETS 3-8&17 W : 4`•, �: ALL SCALES INDICTED PERTAIN TO 11'X17'PLOTS MAX. J 2 74" O.C.MAX. L.I 1 N 7 �.• DESIGNED BY:CW W 011M DRAWN BY: REFER TO SILL 9 J ¢ 1 CHECXm BY:aOSIs ONIDEN REFER TO SILL 21'O.C. INSTALLATION 5 -.•,. INSTALLATION ¢ D.' sr "0 Cs• f1 OF > � : SGV.E: A5 sgxx PRQIECT/: MAX. pE7AkL TE{ 14' O.CMAX EXTERIOR p I� EXTERIOR .w ri �J a _.:'.;• DETAIL'TH' 3. 5' WOOD STUD WALLS MAXa' I '`d � ora �4. •"' \\\\ �` A. D Y'MIN. MAX. 2"MIN, MIN. SEE NOTE 1- 3' ! qj . L oar r \\ �S ARC EMBEDMENT EMBEDMENT 1 MIN_ t/zz BUIXLEX%REDHEA142-D I VD® s SILL HD3 — FRAME HEAD SECTION °•�//�,3se N D .a33e �� ��:•' \CENSF I 1.5'MIN TAPCON OR / �04 '� EDGE E,D. 1.25" MIN. EDGE FepEC Y O -ION NO.19578 i 3.725'MIN. #14 X 1-3/$ WOOD DISTANCE ED. � V •'•_� 125'MIN. OISIANCE ( ) BEND RADIUS EDGE _ ; _ _ 0 EDP SCREW 7.25"MIN. INTO WOOD (SG--55) N0. 76910 DISTANCE •x' DISTANCE EMBEDMENT MANUFACTURING FACILITY T r-, •L • n'°► DETAIL' 2.5" MIN. EDGE SCHLAGE L❑CK COMPANY, LLC STEELCRAFT -* 1 * _ SILL WSTDETAILONSIDE VIEW DISTANCE(ED.) 11619 N. PENNSYLVANIA STREET 7� _ INTO CONCRETE 9017 BLUE ASH ROAD Digitally signed 125-MIN. _ +••�.; 3.125'MIN. - CARMEL, IN 46032 CINCINNATI, ©H 45242 Arles A. EEX _ Q °- EDGE (3KSL MIN.) Charles A.Dard DISTANCE i ¢ DISTANCE SHIM SPACE + LAG SCREW NOTES: ��I'71 J EXTERI4 THIRIl ANGLE PR©JEGTION TITLE. STEELCRAFT H SERIES DOUBLE FLUSH OUTSWING COMMERCIAL STEEL DOORS WITH AND nM S TIF3atx2021.o8• 1 1 1/4' MAX. W�3"gMIN EMBEDMENT 1-(*)WOOD OR (*)STEEL STRUCTURAL MEMBERS OF WOOU DRAWN DATE WITHOUT PANIC EXIT DEVICES en�Tt�• 15:Q234-04'J�l MIN. 20DOPst \ AND STEEL-STUD WALLS MUST BE DESIGNED TO CARRY i I' ROUT FlLJEO \SHIM SPACE osr�wXo / .•LORID,.•' G�\�� AT LEAST 312 #/FT. LOAD FOR ASSEMBLIES RATED 075 YMF ANCHOR DETAILS / INSTALLATION CONDITIONS � 1/4" MAX MIN. 3000PaL CONCRETE / S , ' CC-9D) CMU TYPICAL EXISTING MASONRY ANCHOR (EMA) TYPES PSF,AND 375y/FL FOR ASSEMBLIES RATED 0 90 PSF, CHECKED FOR ASSEMBLIES WITH A DESIGN PRESSURE RATINGSf A'q �� \\ BLOCK WALL WHICH SHOULD BE VERIFIED BY THE APPROPRIATE OFFICIAL // ONA_ \\ 0D.375'WITH 2'MIN. EMBEDMENT ENUMBER OF ANCHORS FOR VARIOUS OPENING HEIGHTS IS CIF 75 PSF OR LESS //llI I I I 1�i�\\ 00.375' WITH 2" MIN. POWERS POWER BOLT. 4LIMITED BY MAXIMUM DISTANCE BETWEEN ANCHORS, SHOWN APPROVED SIZE FIAT DWG ND. REV EMBEDMENT HIL71 HLC-FPH POWERS LOK BOLT A5, ON THIS SHEET. T O T1ft 5LEEVE ANCHOR IN CMU HILT HLC-FPH SLEEVE ANCHOR.OR 1 I\ 1J 11 SIMPSON STRONG TIE SLEEVE ALL 3.SEAL ALL JOINTS WHERE FRAME MEETS WALL WITH BUTYL CHARLES A DARDEN JR DATE IN CONCRETE RUBBE LL TH R OR10OX O IUCONE CAULK.NT0 BEAD OF BUTYL RUBBER OR ENE. APPVL SCALE' nnlW>,IrECBBAm vaassOxu ERDNELW ND.7M10 4LOCK-IN EMA-U ANCHOR WELD-IN 100%SILICONE CAULK FULL LENGTH OF SILL JPD ILYlE/D7 N T S A U T❑CAD SHEET 4 13r 17 srEr xNc: PRODUCT APPROVALS scEr r• S-7 NEW DOOR REPLACEMENT HUTCHINSON ISLAND CLUB CONDO TABLE 3.1 WATER RATED PERIMETER SEAL HARDWARE-ZERO INT'L THRESHOLD 56 a7.625 R E V I S I 0 N S 10410 S. OCEAN DR.6 MAX. ZERO INT'L 566 THRESHOLD GASKETING SYSTEM 391-I -373_, -{3.91 �HUM 1 LTR DESCRIPTION DATE APPROVED JENSEN BEACH, FL 34957 ITEM MODEL No.f NEOPRENE{full length) O,li'S v25 '��' REQUIREMENTS FOR WATER INFILTRATION- MFG_ r U.25 xT _� ROD SEe ION MAXIMUM DESIGN PRESSURE RATING 75PSF- A APPROVAL DWG YMF O3/20/07 NUMBER DESCRIPTION Q SEE ELEVATIONS SHEET 1 11A 566 THRESHOLD ZERO INT'L 4T H-0 ( ) E REVISED DWG YMF 04/09/08 14 FAS-SEAL SWEEP STEELCRAFT sECDON FOR CONFIGURATIONS' 15 END CHANNEL STEELCRAFT 5.00 I ° F REVISED DWG YMF D6/02/OB 16A 328 SPLIT ASTRAGAL ZERO INT'L ZERO D 566 SERIES THRESHOLD I. NOTE-3) 7&8(SEE ELEVATIONS SHEET 1) G REVISED DWG YMF 02/06/09 11 DP TO MAX.MA%.DESIGN PRESSURE+1-75 PSF r:. S m A D5 DOOR SEAL ZERO INT'L {SEE SHEET 21A 139 139 DOOR SWEEP ZERO INT'L ) FAS H REVISED DWG YMF D3/18/09 E N G I N E E R I N G 21 '�1� SEAL DOOR SWEEP 23 23A 142 RAIN DRIP ZERO INT'L 0067^ .sea° i t9A J REVISED DWG YMF 04/06/10 CIVIL • STRUCTURAL • MARINE 23B 11 FAIN DRIP ZERO INT•L I z19• I r--2 a K REVISED NAME JPD 11/01/13 24 bOORTOPCAP STEELCRAFT t;Ncor4 �D, Os2 ° IDPOFOOOR CSM ENGINEERING, LLC DOOR 1 .�...J 24 FRAME HEAD L REVISED DWG JPD 02/01/15 2D8 SW OCEAN BOULEVARD ZERO INT'L 328 SERIES 1DIMP ED STUART, FLORIDA 34994 ZERO INT'L 566 THRESHOLD GASKETING SYSTEM 15 END CHANNEL 18A SPLETASTRAGAL ua a sMs DIMPLED FTOLE FOR 95 M REVISED DWG JPD I)5/05/15 772-220-4601 REQUIREMENTS FOR WATER INFILTRATION- ' i #EXI-1/2 PITH MAXIMUM DESIGN PRESSURE RATING 75PSF- 23A ZERO 142 SELF-DRILLING SCREV WWW.CS M-E.N ET N ENGINEER CHANGE LA C2/03/17 (SEE ELEVATIONS SHEET 1) 02• RAIN DRIP 24 DOOR TOP CAP CERTIFICATE OF AUTHORIZATION: 29D67 O ADDRESS UPDATE SM 02/27/20 THE ENGINEER HEREBY EXPRESSLY R6DNfS HIS/HER COMMON -313" 125. P 2020 FBC UPDATE NUS 07/D7/20 I TAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS MID ZERO INT'L 566 THRESHOLD GASKETING SYSTEM DRAWINGS ARE NOT TO BE REPRODUCED.CWWGED,COPIED,OR EXTERIOR INTERIOR ASSIGNED TO ANY THIRD PARTY IN MY FORM OR MANNER L_5W�� REQUIREMENTS FOR WATER INFILTRATION- WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRIT" PEINISSDN AND CONSEM OF CSM ENGINEERING,U.C. MAXIMUM DESIGN PRESSURE RATINGS 75PSF- THIS DOCUMENT,THE IDEAS,AND DESIGNS INCORPORATED HERON, C.- (SEE ELEVATIONS SHEET 1) AS M INSTRUMENT OF PROFESSON&SERACL IS PROPERTY OF FOR CONFIGURATIONS: ZERO 8150s 1 ZER0139 FOR CONFIGURATIONS: CSM ENGINEERING,LLC AND IS NOT TO BE USED,IN WHOLE OR IN 19A DOOR SEAL DOOR SWEEP PART FOR MY OTHER PROJECT WITHOUT THE WRITTEN 1,1A,2, 3&4(SEE ELEVATIONS SHEET 1) 5,6,9,8.11 (SEE ELEVATIONS SHEET 1) PRODUCT REVISED AUNORPATaN OF CSM ENGINEERING,U.C. as complying With the Florida 23A 9.06 23 Building Code CSM ENGINEERING,LLC COPYRIGHT 11021 19A 1.3&" 19A NOA-N o. 20-1005.20 23B 15 21 S Expiration Date 05/05/2023 TOP OF DOOR CAULK SEE 24 FRAME HEAD 0.59' 24 TOP OF DOOR CAUL 21 14 17 NOTES gY FRAME HEAD SEE 17 ttA Miami-Dade Product Control 16 23S ZER011 15 NOTE f RAIN DRIP O'PUE TL 0.3 S' FLD R APFLI Ea TD CLEARANC EO• ED. Jena AND 19A JAMes 1/4'XI-31-C ITW 7.2s^uIN.EO,I�c DISTMICE 19A BUILDEX/RE OHEA6 TA WT WgOD 54.L i 55) INTERIOR SEE EXTERIOR INTERIOR EXTERIOR INTERIOR OR/MI WOOD SCREW NTTO MC CONCRETE DISTANCE 1.25'MIN.FJASFDM(?1T (3 NS LOIN.) FOR .3 BOTTOM OF DOOR WEATHERSTRIPPING ACTIVE ACTIVE HINGE EXT. TNT- EXT. TNT- AND SILL INSTALL.ATIOX REINS EXT. TNT. ° tfi SPLIT ° ASTRAGAL HINGE JAMB EXTERIOR HINGE JAMB TYPICAL THRESHOLD SET INTO TYPICAL THRESHOLD SET IN70 t t i 1 I I I BEAD OF CAULK SEE NOTE 6 BEAD OF CAULK SEE NOTE S `,+\L'i /'/� NOTES k COMMENTS TYPICAL THRESHOLD SET INTO - .a - ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE 15 k BEAD OF CAULK SEE NOTE 6 q�'4 ... CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE 4. 41!21 23B 21 LJ NOTES: ,�°� p a„�� E �R•� COORDIMTION OF All DIMENSIONS. CAU CAUL 1.SLOT LOCATIONS MAY VARY WITH DIFFERENT DOOR WIDTH. .1 ALL SCALE Worm PERTNN TO 11'X17•PLOTS SEE CAULKSEE SEE 17 21A 14 CAULKSEEi 2.DOOR SWEEP RIGID SECTION IS MADE OF PRO-FAX#PD-199 POLYPROPYLENE NOT 17 NOTE 6 NOTE(3 11A 77NOTE 5 HOMOPOLYMER. ` DESIGNED BY:CHNW D11M DRAWN BY: 0.50• 3_DOOR SWEEP FLEXIBLE SECTION IS MADE OF SANTOPRENE#101-73 -.0 OF o �, � CHECKED AS auRNs oA1mF1l 4.FAS-SEAL DOOR SWEEP(14),AND THRESHOLD(11A)ARE REQUIRED FOR ALL .ma SCALE' a s1oxll PROTECT f° 0.35' FLD 035'FL R m° ea LLEARANC ED• �D• CLEARAIx ED. .� INSTALLATIONS. � ��� 5.SEAL ALL JOINTS WHERE FRAME MEETS WALL WITH BUTYL RUBBER OR 100%SILICONE , 1/4-M-3/4-ITW 7.R7-WN.EDGE DISTANCE1 f4'X1-3f4 LTW 1.27'MIN-EDGE DISTANCE 4� R OR �'M. \\\\ l f f BULLDEX/REDHEAD TA INTO WOOD SLL(3r-m) BUILDEX/REDHEAD T INTO MOOD SILL(SFtJ1°) CAULK y L IBA P 7 \\t A OR J14 WOOD SCREW zs YIN.EDGE DISTANCE OR�Ta W000 SCRLIY za•KIN.EDGE DrsrANDE 6.INSTALL THRESHOLD INTO BEAD OF BUTYL RUBBER OR 100%SLICONE CAULK FULL /l ° \\ `� X. DARp 1.2V MIN.EMBEDMENT INTO CpNCRG'TE SILL. 125"MIN-EMBEDMENT INTO CONCRETE SILL /P 3 N _ #338 \ / (3 K9 WIN.) (3 Ka MR) LENGTH OF SILL #f 0°4 ';�'- '• EN / BOTTOM OF DOOR WEATHERSTRIPPING AND SILL INSTALLATION BOTTOM OF DOOR WEATHERSTRIPPING AND SILL INSTALLATION FDPE C T ORIZATION NO,28576 Q. \C BEND RADIUS MANUFACTURING FACILTITY� ��.• 'v� SCHLAGE LUCK COMPANY, LLC STEELCRAFT No. 76910 , HMR954 QZ 11819 K PENNSYLVANIA STREET 9017 BLUE ASH ROAD ' _ DOOR SEAL VON DUPR IN DWRSEAL6tN I (tall SI ISe APUe°TD APPLIED rD - - CARMEL, IN 46032 CINCINNATI, ❑H 4524E 7�9 y 9 HaDSND MULLION INTERIOR Jai° cries A. byChdrlesF\. THIRD ANGLE PROJECTION TITLE, STEELCRAFT H SERIES DOUBLE FLUSH 13UTSVING COMMERCIAL STEEL DOORS WITH AND 1sA 1sA Darden Jr.; ((/Z 19A INTERIOR 39A DRAWN DATE WITHOUT PANIC EXIT DEVICES 19A SEE 19A 19A ME S T `e` YMF Cede n�P.rbate:2021 a �' �3 D❑UBLE FLUSH DOOR PERIMETER SEAL HARDWARE GORI�?8�:5 INACTIVE ACTIVE ACTIVE ACTIVE HI]� CHECKED APPROVED WHERE WATER INFILTRATI❑N IS REQUIRED /i/S6/0, I r7— APPROVED SIZE FLAT DWG N0. T n�n n� REV /ff f NAL ° 21A ° ° 16 SPLIT ° 1 I� D U P ASTRAGA HINGE JAMB HINGE JAMB HINGEJAMB HINGE JAMB ENG. APPVL EXTERIOR EXTERIOR RS FM JPD SCALE, SET CHITTIES A DATE Iw�a7 N`l"S A U T�C A D 5 of 17 RnIW1\RFcsTAFD IYiaFTSsDwL FN°NFm NO.70910 sEEr xNc: PRODUCT APPROVALS 9EET r• S-8 NEW DOOR REPLACEMENT HUTCHINSON ISLAND CLUB CONDO 10410 S. OCEAN DR. TABLE 7. STEEL MECHANICAL PROPERTIES E U I I N JENSEN BEACH, FL 34957 BENT TABS� YIELD TENSILE OR DESCRIPTION DATE APPROVED TO SECURE ASSEMBLY MATERIAL ASTM REF. KSi KSi A APPROVAL DWG YMF 05/20/07 CRS A355 E REVISED DWG YMF 04/09/08 HRS A1011 MIN- 301 MIN. 44.7 F REVISED DWG YMF 06/02 08 p GALV: A60 A924 G REVISED PER-MDBCCO YMF 02/U6/09 ti FPG a ,� 4P FPG� S$:304,306 A240 MIN. 31- MIN. 73.2 H TENSED DWG YMF D3 18 O8 r:. S M E N G I N E E R I N G K REVISED NAME JPD 11 01/13 CIVIL STRUCTURAL MARINE CWELTE 4 L REVISED DWG JPD 02 01 15 CSM ENGINEERING, LLC WELDED 5EE WELDED SEE WELDED M REVISED DWG JPD 02/01/15 2208 SW OCEAN BOULEVARD NOTE 4 NOTE 4 SEE NOTE 4 N ENGINEER GRANGE LA 03/10/77 STLIART, FLORIDA 34994 772-220-4601 'KD' 'SUA' 0 ADDRESS UPDATE SM 02/27/20 www.CSM-E.NET "KNOCKED-DOWN" SET-UPAND ARC-WELDED HEAD NOTCHED HEAD SITS ON TOP CERTIFICATE OF AUTHORIZATION: 29D57 ASSEMBLY ASSEMBLY AND BUTTED BETWEEN JAMBS OF NOTCHED JAMBS P 2020 FBC UPDATE NUS 07/07/20 PRODUCT REVISED THE ENGINEER HERBY EXPRESSLY RESERVES HIS/HER COMMON TABLE 6. AVAILABLE STEELCRAFT FRAME CONFIGURATIONS LAW COPYRIGHT AND OTHER PROPERTY FIGHTS. THESE RAMS AND #$ X 5/8 TRUSS as complying with 4h8 Florida DRWNGS ARE NOT TO BE REPRODUCED,CHANGED,COPIED,OR 12 GA CLIP Building Code FRAME JAMB MAX. OPENING SIZE MATERIAL As�a1m TO THIRD PARTY IN ANr FORM OR MANNER WELDED CLIP HEAD HEAD SM5 NOA-No. 20-1005.20 WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN SERIES DEPTH W1DTH HEIGHT DESCR. GA. MIN. THK PERMISSION AND CONSENT OF CSM ENGINEERING,LLC. a Expiration Date 05/05/2023 15/.053" THIS DOCUMENT,THE IDEAS,AND DESIGNS INCORPORATED HEREIN, CRS/HRS AS AN INSTRUMENT OF PROFESSIONAL SERJICE,IS PROPERTY OF " a ` ° BY I§ 7! /"" F 5.75" ITT" I3'D" GALV 14/.067" CSMPAR ENGINEERING,FOR MY LLC PROJECT AND IS wOT TOUT E USED,IN*IOIE OR N s EN Miami-Dade Product Control 12/.093 ALITHORPATION OF CSM ENGINEERING,I.L.C. NOMr,� - a c. STAINLESS 15/.053" HEAD ANCHOR STEEL CSM ENGINEERING,LLC COPYRIGHT 11021 MU 5-75" 810" BID. CRS/HRS 15/.053" NOM. GALV 14/.057" TOP OF JAMB TOP OF JAMB MU' TABLE 5. AVAILABLE STEELCRAFT DOOR CONFIGURATIONS "MULTI-USE"SERIES CORE MATERIAL MAXIMUM OPENING SIZE SKIN MATERIAL HEAD NOTCHED HEAD NOTCHED ASSEMBLY PER SHT.13 WIDTH I HEIGHT DESCR. GA. MIN. THK AND BOLTED ON TOP OF JAMBS IAND BOLTED BETWEEN JAMBS SUA OPTIONAL HONEYCOMB OPTIONAL FRAME PROFILE POLYSTYRENE VARIES 2.625 CRS 16/.053" TYPICAL FRAME PROFILE 0.625" SINGLE RABBETNOM POLYURETHANE SEE SHEET 2 GALV 14/-Q67" DOUBLE RABBET (POLYISOCYANURATE) TABLE 1 -(— TEMPERATURE RISE STEEL STIFFENED 4" vo " MIN. VARIES ,}" MAX � HONEYCOMB OPTIONAL FOR 2" MIN 2 625' VARIES JAMB POLYSTYRENE VARIES STAINLESS 1.938 5.75' SEE SHEET 2 16 .053" HEAD SECTION .625" ,IAMB 5.75- I MIN, I I NOM- NOTES: POLYURETHANE TABLE 1 STEEL / NOM, Q.625 1 f 1. DOOR CONSTRUCTION DOOR SIDE 7— VARIES t 1.1. NOMINAL DOOR THICKNESS - 1 3/4" 1.938" NOTES&COMMENTS EXTERIOR 1 938" DOOR SIDE 1.2. DOOR SIZE MAY VARY, SUBJECTED TO COMPLIANCE ,�911Effft��i EXTERIOR 5 i5" DOOR SIDE WITH FLORIDA BUILDING CODE AND PRODUCT AVAILABILITY FROM ALL DIMENSIONS STALL BE vIFIFlm IN THE FIELD BY THE 1-938" VARIES DOOR SIDE r NOM. NOW EXTERIOR MANUFACTURER SEE SHEET 2 FOR AVAILABLE HARDWARE ° CONTRACTOR. THE L DIMENr°R Is RESPONSIBLE FOR TME EXTERIOR ( � 'm ,x •"- ^� COORINNA710N OF ALL DIMENSIONS. NOW 0.625" 1-3. PEEP-HOLES AND DOOR VIEWERS ARE PERMITTED TO BE USE �`4 ."` 0P Z"MAX IN DOORS WITH A MAXIMUM DESIGN PRESSURE OF +/- 75 PSF a \` E ` ALL WALESINDICATED PERrAN TO 11'X17"PLOTS 2" MAX. OR LESS_ MAXIMUM 9/16" DIAMETER HOLE THROUGH y DOOR FOR N _ 7 DMGNED BY:awnF DI4W ORAWN BY: VIEWER INSTALLATION- AVAILABLE DOOR PANEL CONFIGURATIONS CHENU BY:ONM 0"M ®FIXED HOLLOW 2. FRAME CONSTRUCTION = .,0 4F ; SCALE: AS SM PROJECT If: �METAOLM�LLOION METAL MULLION --I WIDTHMAX.46" �-- —I WIDTHMAX.46- h- 2.1. NOMINAL JAMB DEPTH — 5 3/4", STOP HEIGHT — 5/8" DOUSLfi RABBET SINGLE RABBET 2.2. FRAMES AVAILABLE AS FLUSH (F-SERIES) „ AND MULT-USE (MU-SERIES) (SEE TABLE 6) �� x• OR 1, \\ 0.fi25 VARIES ` ` S A �AR 3. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 7. rS' FL ID^� . T� � \ � Q � 4 4. CONTINUOUS BACK WELD WITH FULL PENETRATION TO FACE SEAM. #/1,F y8 N O s \ EN VARIES GRIND, SMOOTH, PRIME, & PAINT. WELD CLSSIFICATION - E70XX FBPEC TORIZATIONNO.295TBL\C Sic '•, SEND RADIUS-F MANUFAC V % VARIES OPTIONAL " SCHLAGE LOCK COMPANY, LLC STEELCRA�RING FACILITY: No. 76910 _ 5.75• 5-75" vIEwER 11$19 N. PENNSYLVANIA STREET ADigitally sign*= ES PANEL 9017 BLUE ASH ROAD arles A. NOM. NOM. SEE-SHEET 16 HEIGHT --�- CARMEL, IN 46032 CINCINNATI, OH 45242 "0 ' by Charlestl.(L'= ITEM 29 D d e n MAX.96" THIRD ANGLE PROJECTION S'AT ten Jr: 4C/\ 1 94" SEE NOTE 4. T1TLE_STEELCRAFT HSERIES DOUBLE FLUSH OUTSWING COMMERCIAL STEEL DOORS WITH AND WITHOUT PANIC EXIT DEVICES T '•, / � :2Q21,�*� DOOR SIDE 1.94" DRAWN DATE i EXTERIOR -DDORS�RDOOR SIDE YMF °s/�°/°' FRAME PROFILE, CORNER DETAILS AND DOOR FRAME �Sc 3 �4�19�' 2" MIN Q-625" 2" MIN EXTERIOR CHECKED MATERIAL, AND SIZE OPTIONS 4" MAX APPLICABLE TO ELEVATION 4" MAX ///I l l I I 1 1�0 10 ONLY(SEE SHEET 1) APPROVED SIZE FLAT DWG NO, REV HOLLOW MULLION MATERIAL- MINIMUM THICKNESS IS 0.053" (16 Ga.) IRFDO7 P CHARLES A DARDEN JR DATE HOLLOW MINIMUM YIELD STRENGTH = 5B•000 PSI ENG. APPVL 1100 R=W RRaRFssOK DOW No 7N10 MULLION-\MINIMUM TENSILE STRENGTH = 45.700 PSI FLUSH EMBOSSED JPD IOP2/w SOALF- NTS I AUTOCAD ' 9 - 17 BELT xAME PRODUCT APPROVALS 9[EN r• S-9 NEW DOOR REPLACEMENT MIN. THROW: R E V I S 1 0 N S HUTCHINSON ISLAND CLUB CONDO DEADBLATCH LT = 1" LTR DESCRIPTION DATE APPROVED 10410 S. OCEAN DR. JENSEN BEACH, FL 34957 LATCH = �`a" A APPROVAL DWG YMF 05/20/07 DEADBOLT D REVISED DWG YMF 01/23/05 E REVISED DWG YMF 04/09/08 ° + F REVISED DWG YMF 05/02/08 r:. S M #12-24 MACHINE SCREWS 15-32 MACHINE SCREWS Fy min=120,000 Psi G REVISED PER-MOBCCO YMF 02/08/09 s #12-24 MACHINE SCREWS 0 • H REVISED DWG YMF 03/18/09 E N G I N E E R I N G Fy mLn=120,000 PS 0 � � � J REVISED PER�IDBCCO YMF 04/0fi/10 CIVIL STRUCTURAL MARINE D a K REVISED NAME JPO 11/01/13 CSM ENGINEERING, LLC LATCH L 208 SW OCEAN BOULEVARD LATCH REVISED DWG JPO 42/01/15 STUART, FLORIDA 34994 M REVISED DWG JPD 05/05/15 www.0 M-E.NE www.C5 M-E.NET SCHLAGE AL SERIES SCHLAGE L/LV 9400 SERIES MORTISE LOCKSET N ENGINEER CHANGE LA 03/10/17 CERTIFICATE OF AUTHORIZATION: 29D57 CYLINDRICAL LEVER LOCKSET WITH 1/2" THROW LATCH ►11(/ DEADBOLT. USED IN CONFIGURATION: 1 0 ADDRESS UPDATE 5M 02/27/20 THE ENGINEER HERBY EXPRESSLY RESERVES HIS/HER COMMON USED IN CONFIGURATION: 2 TAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND P 2020 FBC UPDATE NUS 07/07/20 DRNNNGS ARE NOT TO BE R8'ROMED,CHANGED,COPIED,OR MIN. THROW: WWHaSO W HOUTTIRD PARTY IN MY FORM OR MANNER FIRST OBTAINING THE EXPRESS WRIITIBN MIN. LATCH THROW: DEADBOLT = 1" PERMISSION AND CONSENT OF CSM ENGINEERING,uC. CONFIGURATION 3 = 1/2" LATCH = �¢" µ IiNsrRuTMMENT�xroHE EPRaDEA%ANDorw�s IS PROPERTY HEREIN,INCORPORATED CSM ENGINEERING,LLC AND IS NOT TO BE USED,IN WHOLE OR IN CONFIGURATION 4 = 3/4" PART FOR ANY OTHER PROJECT MMUT THE WRIRFN DEADBOLT AUDNORIZATION OF CSM ENGNEERNC,I.L.C. CSM ENGINEERING,LLC COPYRIGHT 12021 #12-24 MACHINE SCREW SS Fy=120,000 PSi LATCH 12-24 MACHINE SCREWS da 32 MACHINE SCREWS Fy min=120,000 PSi PRODUCT REVISED as complying with the Florida LATCH Building Code NOA—No. 20-1005.20 SCHLAGE D/ND—SERIES CYLINDRICAL LEVER LOCKSET. FALCON MA--SERIES MORTISE LOCKSET W/ DEADBOLT Expiration Date 0510512023 USED IN CONFIGURATIONS: 3 & 4 USED IN CONFIGURATION: 1 MIN. LATCH THROW — 3/4" Miami-Dade Product Control ;IT8-32 MS 19000 SERIES LOCK Fy=12D,000 PSI U • f MECHANISM t200a0 PS iO // MIN. LATCH THROW = 3/4" �+yi 11(ka 7 fI NOTES k COMMENTS 0 ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE �� CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE #12-24 MS SS . �@ _e�'' \ *•Ste,"' .,�,•� COORDINATION OF ALL DIMENSONS. LATCH Fu=12D,000 PSI ',�. O" s ALL WAS INDICATED PERTAIN TO 11'Xn'PLOTS N 7 DESIGNED BY:CWAIFS 014M DRAWN BY: FALCON, T—SERIES CYLINDRICAL LEVER LOCKSET . S A OF CHECKED BY;ONMWDEN USED IN CONFIGURATION: 4 a ti E .>'a btu SraF: AS%M PROJECT I: LATCH OR L IDAP MIN. LATCH THROW = 3/4" }r�# a . N c Asa ���\ �S A. DAR�� /i FOPe c r olxlzAnola No.:Ss7e P BEND RADIUS •'• viA i ,�(] SCHLAGE LOCK COMPANY, LLC STEEMANUFACTURING FACILITY: V: No. 76910 /- 12-24 MS o�. 11619 N. PENNSYLVANIA STREET 9017 BLUE Digitally si , # e 9017 BLUE ASH ROAD -* 9 Y - Fu min= SCHLAGE AD/CO MS SERIES MORTISE LOCI{WITHOUT DEADBOLT - CARMEL, IN 46032 1 _ CINCINNATI, OH 45242 � Charles:A 120,000 PSi ' , USED IN CONFIGURATION:1A IGLE -�narles A. y X + + DRAWN PRUUDATEN TITLE:STEELGRAFT HSERIES DOUBLE FLUSH COMMERCIAL STEEL DOORS WITH AND Darden Jr. �� C Os/zo/oy WITHOUT PANIC EXIT DEVICES �. ( enSYNDgte:2o-21 ,10 Q a CHECKED HARDWARE FOR FLUSH DOUBLE DOORS. �i� 7ZORIO3- LATCH NOTES' ////�f ONAIL 1-ELECTRICAL FUNCTIONSANSTALLATION AND FIRE RATINGS ARE APPROVED slzE FLAT DWG N0. R� 111 1 1 1 1 1� 1RFD07 SCHLAGE LILY 9000 SERIES MORTISE LOCK WITHOUT DEADBOLT NOT PART OF THIS APPROVAL AND TO BE REVIEWED AND P ENG. APPVLJ CHARUS A DPMRS D DATE USED IN CONFIGURATION:1A APPROVED BY BUILDING OFFICIAL. JPD m/1z/o7 SCALE NTS AUTOCAD SHEET 11 OF 17 Rnxa ITrBIFXFDDIGNFFR N0.7N10 sELr xNc: PRODUCT APPROVALS scET r• S-10