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Home My WebLink AboutPLANSSCANNED BY St. Lucie County MOD Al iA ST, LUCIE COUNTv guI a SITE OR NO ZOMERFELD RESIDENCE Lp y �Y' v SCOPE OF WORK 1. MOBILIZE 2. REMOVE & DISCARD DUSTING DOORS 3. INSTALL NEW DOORS PER PLANS 4. DEMOBILIZE •S�a Olga ONIA GENERAL NOTES: NEW SLIDING GLASS DOORS AND FIXED WINDOW 1. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: 1.1. FLORIDA BUILDING CODE, BUILDING & EXISTING; 6M EDITION; 2017, ASCE 7-10, AST, & a5C 2. DRAWING NOTES: 2.1. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SRALL 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. S. 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 SUBMITTALS 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 6. INFORMATION FOR THE LAYOUT AND DESIGN OF THESE PLANS WERE EXTRACTED FROM FIELD MEASUREMENTS AND D(ISTING 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. IOR MMENCEMENT 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 UTILITIES 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. ST. LUCIE Cl REVIEWED F REVIEWED E �• DATE s w' PLANS AND SITE OR NO KEPT ON JOB WILL BE MADE UNIT LOCATION <_ KEY- BUILDING FOOTPRINT 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 WITH 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 SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING ENGINEER BEFORE SUBMITTING A PROPOSAL. FIELD MEASURE EXISTING CONDITIONS PRIOR TO FABRICATION OF ALL MATERIALS. 5. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS SHALL 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 OR NOTED SHALL BE PROVIDED AND APPROVED BY EOR. DIMENSIONS: $HALL 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 NOT TO SCALE MOD 9I IA 9-: go Z a �yc -4bAlnI I9N0d 3gy QM*'bVjAiit U6 8H3N31SWJ MIV33NOO STRUCTURAL DESIGN CRITERIA: THE IGN C N LIES WITH R pUl M OF THE FLORIDA BUILDING CODE, BUILDING & EXISTING; 61H EDITION; 2017, ASCE 7-10. & ASO MEAN ROOF HEIGHT WIND LOAD WIND VELOCITY WIND VELOCITY EXPOSURE Qz Kd Kz REDUCTION FACTOR ROOF SLOPE LOAD COMBINATIONS INTERNAL PRESSURE COEFFICIENT RISK CATEGORY II OCCUPANCY CONSTRUCTION TYPE - 200' FBC 2017 & CHAPTERS 1, 2, 26, & 28 OF ASCE 7-10 165 MPH; ULTIMATE WIND SPEED 128 MPH; NOMINAL WIND SPEED 'D'; ENCLOSED DESIGN 96 PSF OAS 1.61 0.6 RAT ASCE 7-10 CHAPTER 2.4. DL+LL; DL+0.6WL; O.6DL+O.6WL +/-0.18 PER TABLE 26.11-1 RESIDENTIAL V GENERAL COMPONENTS AND CLADDING NOTES: 1. ALL DOORS TO BE INSTALLED PER PRODUCT APPRNk-- ZONE 5 AND MEET THE DESIGN PRESSURES STATED BELOW: ZONE TRIBUTARY AREA OR DOTYPE WIND PRESSURE s m mEr t &Tel ass/ -le s tm EDIT l ♦ss/-m SHEET DESCRIPTION S-1 COVER SHEET & NOTES S-2 UNIT LAYOUT & SCHEDULE S-3 DETAILS S-4 NOA PRODUCT APPROVALS TOTAL - 4 NEW SLIDER DOORS ZOMERFELD RESIDENCE ISLANDIA CONDO 9500 S OCEAN DR, UNIT 2007 JENSEN BEACH, FL 34957 rm ms m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 2OB SW OCEAN EIOULEVARO STUART, FLORIDA 34994 772-220-4601 ...GSM-E.NET CERTIFICATE OF AUTHORIZATION: 29057 THE Bomi aasr BRB.ffiY rRRhS m101 w ROPiOart x0 ansT PASEiRY Imps flAlS Nm m mwmEERm)m D.0vm=mvm,m A1�B) m x0 tem I'IRIY r NR Ral m 1xlFR t RexT RSE TE eRIIBI 6 = U D RR®M Nx Orellf Cr BIxFBa1R IlG mm . m ms N00stls LmRORam mmL B m lamlRrf 6 RaIEBOWI. sam s P1pWIY 6 0r Bomar, uc xB s to m ff lee, x twB m r TIRE Ea re sower 1e xenBl W Dmli NmIRIIVe1.6 BI B9aBa4 UC lSY BCNEM = aPnmrt mis PERMIT SET 2-20-19 NOTES & COIODTDS Nt OF16r6 9fY1 S 1FXFID M TE RED ft 1K mIWICIRL iK mTWL'Im a FF�E Ra 11E OxmWOI 6 NL lafl®R N19NFS ImOm mill m t1YlY RBR ®me:wra rirR mrR eT a®se er. mxa msR mRB 0R� RaRe1r. A. �QF`��5 \c eR�F�Y 1,U • No. 76910 � 3 ��Q •• STATE OF II GlYd6 A DAM JR RlL1®IeL® AD amnc COVER SHEET & NOTES amk S-1 DOOR SCHEDULE: DESIGNATION APPROK OPENING SIZE MH TYPE QUANTITY I REMARKS MANUFACTURER PRODUCE APPROVAL N0. EVALDATION AGENCY IXPIRARON DATE MAX. DESIGN PRESSURE EXTERIOR: 1 141N SlONO OBm 1 Dnna r PAT$ RB'AGT E6 MBA 1]-1mazl tp/y OABE tz-z1-2110 4BD P3 -1rA P4 2 10004 SLONG BOIII 1 CONE PANE NB'ACE ESS Md1 1]-imB21 IBAy OAOE 12-2h2010 f W PSF -1R0 P3 S 40R4 iuE0 (SASS 1 DOIIYE PANE IF= m NBA 17-1OE21 IBNA BAEE 12-21-9t10 fBp M I -100 PSF EXISTING UNIT FOOTPRINT SCALE: 1/8" = 1'-O' NEW SLIDER DOORS ZOMERFELD RESIDENCE ISLANDIA CONDO 9500 S OCEAN DR, UNIT 2007 JENSEN BEACH, FL 34957 rm ru m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 200 SW OCEAN 60ULEVMD STUART, FLORIDA 34994 772-220-4501 ..CSM-E.N ET CERTIFICATEOFAUTHORIZATION: Z9057 M E19M IFiFB(EI64.imS RE41A1916IIFR fY101 W2Al0 OBfR P.iffFmY YNIS t16E PIM6NO IYYMCS � 1Ert m E YWnEIIOO. awI®.1>24R a AS�m ro r,M 1IW IMOT Y MIr Rml m IWIER 1MOSmrflt YBOu1 FSYI mwYY Of FIDI� �Ilal YmYml AIO IAYiMI ff al tYiFOMI I!< nY IODAM, tIE oR5 xY ®s E�Bm IfRMI R AY [BIwAFMI ff ROR�IY. 3RYE 6 fTi6FRl1' ff BIOOOlYq I1C MOBIOIro E19gYMEdM Mw M AW BBOI YBOII mE MIDI 0124 AV069100M ff 1.91 EIBFOM4 UC C01 Elawa Y14 UC (WOSSU =5 MIFS d COIOFNIS ML DIFI®Y 91YL ff 1t1Ye M 1XE N10 N M fYBRCItlt. iK 00w001 Y w.91T✓SHF RR TIE �1001 ff ILL OwYM6 YL SBYES MGIIB RAWI ro 1T11T {10R ®®91: PYY OYO] BRW 9C mIe Yss whelk IIIIET7j `\\\\II A. DA%'//,. �.• �\CENSF •'•. iL No. 76910 —_ ��Q •• STATE OF • !(7�` _ ; , A JR D11E Im®IY�L® YYwO UNIT LAYOUT & SCHEDULE Nsk S-2 1/2" GYPSUM WOOD BOARD PT. WOOD FURRING (AS REQ'D) PT. WOOD BLOCKING PER PLANS (AS REQ'D) WINDOW/DOOR FRAME PER PLANS PROPOSED WINDOW/DOOR (SEE PLAN FOR SIZE) LASHING/SEALANT SHALL EXTEND TO THE SURFACE )F THE EXTERIOR WALL FINISH AND SELF —ADHERED LASHING SHALL COMPLY WITH AAMA 711. STUCCO FINISH 8" C.M.U. PER PLANS CONC. FILLED CELL. TYPICALL WINDOW/DOOR JAMB FLASHING DETAIL SCALE: N.T.S. BUCK INSTALLATION NOTES (AS REVD) 1. WINDOW OR DOOR BUCK FASTENING DETAILS TO MATCH OR EXCEED THE MANUFACTURER'S TEST APPROVALS AND RECOMMENDATIONS. 2• WINDOW BUCKS ARE DESIGNED FOR WIND LOAD COMPLIANCE ONLY. ANY ADDITIONAL FASTENERS OR BUCKING REQUIRED FOR IMPACT RESISTANCE ARE TO BE SPECIFIED BY THE SPECIALTY ENGINEER FOR THE WINDOW MANUFACTURER IN ACCORDANCE WITH FLORIDA BUILDING CODE, BUILDING JL EXISTING; 6TH EDITION; 2017 3. WINDOW BUCKS ARE TO BE 1X6 OR 1x8, $2 S.Y. PINE, P.T. PER INDUSTRY STANDARDS. BUCKS ARE TO BE FULLY BONDED TO MASONRY W/ SIKA 1A CONSTRUCTION ADHESIVE FOR DOUBLE BUCK INSTALLATION, BUCKS ARE TO BE FULLY BONDED TO EACH OTHER. 4. FASTENERS ARE TO BE 1/4'0 TAPCONS WITH MINIMUM PENETRATION OF 1 3/4' INTO CONCRETE USE STAGGERED SPACING OF TAPCONS EQUAL TO, OR EXCEEDING REQUIRED FASTENERS SPECIFIED BY MANUFACTURER FOR FRAME TO BUCK INSTALLATION. 5. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY. CONTRACTOR TO COORDINATE OPENING DIMENSIONS. oACnL1ow no munDCE WINDOW/DOOR BUCK ANCHORAGE NEW SLIDER DOORS ZOMERFELD RESIDENCE ISIANDIA CONDO 9500 S OCEAN DR, UNIT 2007 JENSEN BEACH, FL 34957 C s m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD STUART, FLORIOA 34994 772-220-4601 Nmm & WIBRNIS vRB e>� I R�1s I A. \ s kc � s�F�1. No.76910 Q STATE OF 14-4� ��S,w JR DEIAILS S-3 M IAWDADE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTNIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION - T (7W 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovkconomc EGS International, LLC 3133 S.W.2P Street Pembroke Park, FL 33009 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami bade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of theapplicablebuilding code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Atlantic Series Aluminum Sliding Glass Door — S.NLL APPROVAL DOCUi4IENT: Drawing No. NV04-80 Rev L titled "Atlantic Series SM 130 Alum Sliding Glass Door", sheets 1 through 8 of 8, prepared by AL,-Famoq Corporation, dated 09/10/04 and last revised on DEC 07, 2017, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control R"/ ion stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Small Missile impact Resistant Limitations: 1.. See Design Pressure (DP) ratings with glass types & Reinforcing in sheet 2. See DP ratings of anchor types in sheet 3. Lower Desiga Pressure Ratings shall apply to entire system. Positive (Exterior) DP shall be limited to sill height per sheet 2. 2. The total tested frame area must not exceed 180 sq. ft. per FBC requirements. 3. -All SGD doors containing operable panel M require channel reinforcement (item#3I) at Bottom Rails. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,. city, state, modellseries, and following statement: "Miami -Dade County Product Control Approved", Unless otherwise noted herein RENEWAL of this NOA shall be considered after a'renewal application has been filed Rod there has been no change in the applicable building code negatively affecting the performance of this product TERAIINATTON of thisNOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entimNOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #14-0807.18 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed -by Ishaq L Chandra, P.E. r vanwAOEcouNTr NOA No. 17-1218.21 e Expiration Date: December 24, 2019 Approval Date: February '15,2018 Page 1 rooz mev neernr - aDs9I �e m." rAremr-.®1m.» mR e,a ra .. %.0 I3 A m emeRs .n® ® �M a®om ®n mru mmam _ r/" man mvn � mmnm arwam z 3 �. _ = w"�s wimRs ai�sxaT UE M¢L dl ASN Ef]N-03 () YG W.iR) •10 f1f.Da ®RIWiG LVYI®1 BESI rrd o _ _ ffGARAIOR! SfAIELFTT RV4'v-MP I1R ¢� 6 i@ I lid, e € >V• cum war-mx nmv-r i'm°va�.. m`•" e16�"4�*� � v �m �m M,Rwmme men rum x•ne"I .. @��8� >LL,wm v j Ru m m Rm,avRr)wa a,am pg g ass �+1t'�..s ii4RS May ;s3 CM-01 woa—ao - -7F. -- '" - "MANUFACTURER WIND PRESSURE CHART m e m area .ee m s Y m vv rum® am sar,nm a¢ �muiwcs mN mP ml• I K I m *� RiRa wm mau1E j � �{ E 4 n > av v ¢arn wm mrome ,m f::= pgyF I xiR mno-0•a rum,. urmRR ,wns I m ,e .sRcrvRs l I I - to ,,.m •R.ro ,•eo„mRRR�s- !* ,�.� •.... Lm,-n ___ _.._ 4 4 ,m ,m ,m n a ,m ,m ,m mv:.,/Y mL •m 6: - x � ml ,m ,m ,m li � s sin a „u „u ,m Sun mmvuum,m svymuwml L'---------'--'� - au• FRS e_ may L_._ / rum _.J � as > µ,!• mEa A a c urlr.mE n mL a xDnn .vwm mme R Aenrrvr I rum tar Rwa wm axe m Rua I msv cull me w wm aaaa j e�eYe •p_ 11,le. wax,. m o. e.. ,OK.u,1 I aIrrvE m j. m u•,.-ora men. �rm�o wows I �� "3a6Re u'!• j wo �,. smauns 6R.e/+nmsl- I " w nes.m wan mno mrvD •mu.mm4ssj rt-+` ,gg R e gg tR R4 I �,A',wc Yn /h-Re xs eml - - it P $- x-ray vRw. EILm+�m-an,v �• � na•ear..e®nw MANUFACTURERCONNECTION SCHEDULE NEW SLIDER DOORS ZOMERFELD RESIDENCE ISLANDIA CONDO 9500 S OCEAN DR, UNIT 2007 JENSEN BEACH, FL 34957 rm S M ENGINEERING CIVIL • STRUCTURAL - MARINE CSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD STUART, FLORIDA 34994 W772-220-4e0[ERTW TIFICACSMATEE.NET COF AUTHORIZATION: 29057 TIRE usaEm If}>8r Z?R ncclss ORSnr Ua rarsaR xo OILER RamY Y911S Rwi wa flaws IAE Ira TO a REPRIMIX111. OWaa ram. OR �®m xrc rI® Rarr n wrc Rat mI uwm nw9Era wlRw IRT amws TIRE DPREts wax RR®I,Ro mRXr a ml omEmc, uc SRAfE9AA RS M ISIa1DidlIENT0R a 4AIE BWa W DRI DWRI Mi US; W R Ira TO BE run, a R1pE OR R tI1G� �� ff ml Bl�mme�G (Sa DENEER . IIC mRmIT Y2(115 trans k calfil 8 NL ifl®B 9erl ff ltBFR M 11E W!D BY LIE NIIRICIIIR. M Dl11WC10t 01Ya111m ff ML Ohms nL 2R6.2151RE m 1111T Rah ®am1 fflzR P: wa IRIIlmf f `\r111n1111rrrr A. DARO '.,. `. .g V.•. , Qe:•' �10ENgF'••.� No. 76910 = "0 ��Q '• STATE OF •• �� •'• F[ORIDP••'G\�� R®e ®wRs;oa t� m ma NOA PRODUCT APPROVALS RERR S-4