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Home My WebLink AboutPLANnUC '- SCOPE OF WORK 1. MOBILIZE 2. REMOVE & DISCARD EXISTING DOORS 3. INSTALL NEW DOORS PER PLANS 4. DEMOBILIZE SCANNED BY St. Lucie County GENERAL NOTES: Tdgff -ANTVA-NTAZ-S- MIEDEMA RESIDENCE NEW DOORS ii, fi �5 f t � 455ltSautf�„ClreaD OtL�e.. �4 PROJECT �'LOBATION- lgxr' A' 4 �. r 1. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: 1.1. FLORIDA BUILDING CODE, BUILDING & EXISTING; 6TH EDITION; 2017, ASCE 7-10, ASO, & AISC 2. DRAWING NOTES: 2.1. 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 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 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. PRioR TOT -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 UTILITIES ARE THE CONTRACTOR'S RESPONSIBILITY. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR EXACT LOCATIONS. PRIOR TO THE START OF DEMOLITION THE CONTRACTOR SHALLVISIT THE SITE AND DETERMINE THE LDCAT10N AND THE EXISTENCE OF ALL STRUCTURES AND UTILITIES SHOWN OR NOT ON THE PLANS. LOCATION MAP NOT TO SCALE KEY- BUILDING FOOTPRINT NOT TO SCALE flb7 - 0373 REVIEWED FOR CODE C0MPLJANCE S'T. LUCIE COUNTY File Copy BOCC ",V4 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: 11. C�R-�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 CONDMO14S NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL STRUCTURAL DESIGN CRITERIA: THE DESIGN COMPLIES WNH-ME-REONIR-6M OF THE FLORIDA BUILDING CODE, BUILDING & EXISTING; 6BR 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 0.85 1.61 0.6 FLAT ASCE 7-10 CHAPTER 2.4. DL+LL; DL+O.6WL; 0.6DL+0.6WL +/-0.18 PER TABLE 26.11-1 RESIDENTIAL V GENERAL COMPONENTS AND CLADDING NOTES: 1. ALL DOORS TO BE INSTALLED PER PRODUCTPROVAL ZONE 5 AND MEET THE DESIGN PRESSURES STATED BELOW: ZONE TRIBUTARY AREA DOOR TYPE N7ND PRESSURE s ee SCR 1 & 2 & 2 is/-ae e Im sffT 4 iee%m SHEET S-1 S-2 S-3 S-4 TOTAL - 4 DESCRIPTION COVER SHEET & NOTES UNIT LAYOUT & SCHEDULE DETAILS NOA PRODUCT APPROVALS NEW DOORS MIEDEMA RESIDENCE ISLANDIA CONDO 9550 S OCEAN DR, UNIT 609 JENSEN BEACH, FL 34957 rm s m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 20B SW OCEAN BOULEVARD STUART, FLORIDA 34994 77Z-220-4501 W W W.CSM-E.NET CERTIFICATE OF AUTHORIZATION: 29059 RE D9EW Him! E>Ai4T RL4ANI I6AfR OpIL1011 W DRMd RUOISE ip➢WTP N/l6 /lU Do [ maLGs AE xof m HE RamnRR, DM1I610. DMR. m A� m.wr RYm Rum x Am reel m rrAx ewsfflim LIOOR RE R11% U.C.�Rlid NR®X NO fY61R 6 Cil FI®melq U OF=EII RB OCOseltf. RE WIS• NO ff,mm; emR'ffARR MOIL a m eSRUIlD I ff WKIMS11 ri 4RMCE B 1flltWe ff m D2RnRR UC RD 5 w III ff IRO, R IIIaE OR G1MI WR YN vRa RE.am1I me xIIIDWuoI ff DexfPs m Uc IF [SIT C91 Do m4W. JIG � Ate NOTES & CDMWNM ILL mu®6 SIRE LE vR6m R RE RIR m 11E mnloclm nE m2nnm eI mcorra[ wE nE m018•IVDM ff ALL OYD6D6 NL SCNS LD'AOI vmox ro IIXir PIRIs C®m Bf. mlLe owlll m: asnm er. aaa m L1111} �� ``1111 DARQ '• CEN '. �t sF •.. v � NoaTfi9A0% '• . r �... V c _\��.• / 1, /j lllTlA CRVRFS A DRRMN JR ORE RED ®Ip®1E C® p nm COVER SHEET & NOTES RED s-1 1/2" GYPSUM WOOD BOARD PT. WOOD FURRING (AS REQ'D) PT. WOOD B OCKING PER PLANS AS REQ'D) WINDOW/DOOR FRAME PER PLANS PROPOSED WINDOW DOOR (SEE PLAN FOR SIZE) TRIM '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 REQ'D) 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 & EXISTING; 6TH EDITION; 2017 3. WINDOW BUCKS ARE TO BE 1X6 OR 1x8, 12 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. MASONRY OR CONCRETE 3 1/2' N z Lo w C3 0 x D Lo 13 iY n ROUGH OPENING WINDOW�DOOR BUCK ANCHORAGE /4' TAPCONS TREATED:;] DOORS @ STAGGERED PATTER (NOTE 4) m 1 3/4' ❑OD MATERIAL, PRESSURE NEW DOORS MIEDEMA RESIDENCE ISLANDIA CONDO 9550 S OCFAN DR, UNIT 609 JENSEN BEACH, FL 34957 ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLC 208 $W OCEAN BOULEVARD EITDgRTp FLORIDA 34994 992-220-4601 www.CSM-E.NET CERTIFICATE OF AIfIXORIZATION: 29057 ns noorar. nE ¢os uo oeas LxmoRom Rxal am 1a1a1M 6 5911II 6 RI6AOY 6 ml uuelnc, uc.vD a aR m ff URD, a euF RR EI RYQ roR Nn anRR A06f ln✓Duf nE ®I1LLI NIRRWBW 6 Cil eome41IG I On aEamac, a � rm,s I a EN Si:� Noy 76990: ��Q �• STATE -OF. -- •' ((/� OUIdES A Ol®FN JR U WE R�®IO®IL OO® O,Ellp oEralLs aurp S-3 MIAMFDADE MIAn11-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.m!am!dade.2ov/economy EGS International, LLC 3133 S.W. 25a' Street Pembroke Park, FL 33009 SCOPE: This NOA is being issued under the applicable rates 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 (AID). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section -(In Miami Dade County) and/or the AIiJ (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 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- S14LI- .APPROVAL DOCUMENT: Drawing No. W04-80 Rev L titled "Atlantic Series SM 130 Alurn Sliding Glass Door", sheets 1 through 8 of 8, prepared by AL-Fmcoq Corporation, dated 09/10/04 and last revised on DEC 07, 2017, signed and scaled by Javad Abroad, P.E., bearing the Miami -Dade County Product Control Revision, 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 Design Pressure Ratings shall applyto entire system.. Positive (Exterior) DP shall be limited to sill height per sheet 2. 2. The total tested time area must not exceed 180 sq. It. per FBC requirements. 3. All SGD dents containing operable panel (X) require channel reinforcement (item 43I) at Bottom Rails. ]LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement "Miami -Dade County Product Control Approved", unless otherwise noted herein - RENEWAL of this NOA shall be considered after arenewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there bas 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 ofNOA. 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 emire NOA 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-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. -WS - APP80YEII 4 i NOA No. 17-121&21 Expiration Date: December 24, 2019 Approval Date: February15, 2018 Page 1 u,ma ,uv ue]car - Ps (w®) ®ma fun naa.mr - R (aen �V B D'., nx- mi .qa F 91 n all a ;BAH a' m oAns vrvDlws ax >,a RIEET RE a149 QV ASIY E1FYF09 (] 4f_ 4y$I$) M. nm r.mw xvlaxc cwa®ra - - rcyuvAmm ]TRFNEM wambro-xm ga5 x ,m a° w a. 22 as ,za coo - _ i383� ,m >rv. - - v. a ID 9 -J a-ya PM6IFCR.gp(IiIDlf-Y 4F�me.�e.V� x�e'jSi �� am Vf RW. C/.R MU. ii �e}''iei m ,m ROO asaaRw�].<a.am m dy�uraav ra"r�' G 9 S1e6e y EdSi$ g g m.+am n M 7IOp - y F g >rxVa _`�y W04-ad III MANUFACTURER WIND PRESSURE CHART ® u �® ® m m ® NN alf .AU 6O3 OP 9aC1UIR m m sir s,o �k, coca jai I -/x'� ,�nalwnv, ao vow I µ• va Nm nwvert �A �� l[ H a . il,,.•e<,. me- a Rig an ..'v. mErn. NA mx�.re p •r- ...• . Ime xm ,o.nb.vE m w1rr.».om nova o pvn/xresl Wn�,a,man m]v,m ,Era nacNus tp@ - s WELILT WIO ®ilR}ES L,_ fa/+•,mL Dram—.— +A y 7 ——.—.—.J J��i nil 3V RA BIA60X FAO SThM1lTtR I E ?,n ,1-,R' ,mL vacfaawx vvv a¢R own m�"E eivava� AT mLu "`•n I rice, for aea ,m oxle ce aaaa } 'i I va+v ]nv .v¢ m a,Ev Rana ''a° i ¢m ,en. smcnrxs tvni ) I 'eT.. ge e gg um rn mmmm Loa m o;,m ¢coo ,vra>wwa]s 1 Rueue 12• rNc ,m. (am+a ,air 11 R S � am a mn,v,au.o. m ¢,wm maim, EC07 D10 1I .I a-Va awOR,W 4MaiW 0-OM,OL ' ovomc R,va v.an,m n-.moo w,R. 7 1 >; � w w.cemRn ¢La R.vm r.-x.®oa vE j° t j i 1 �m � woo-ao p MANUFACTURER CONNECTION SCHEDULE NEW DODR5 MIEDEMA RESIDENCE ISLANDIA CONDO 9550 S OCEAN DR, UNO 609 JENSEN BEACH, FL 34957 rm S M ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 208 $w OCEAN BOULEVARD STUART, FWRIDA 34994 772-220-4e01 www.CSM-E.NET CERTIFICATE OF AUTHORIZATION: 29057 nE ocxml IZ m¢mr amrhs E rmol w ormalr xA SnrN a�wr Ors xus NA lags /a Ira m BE aRnEl®. nwaa OM OR .�®m xrc Ilw vxm x xx Rwl o¢ uwBL Lx�FR x5nrt tI6T oeWxu 11E FA u WON Rn®I xo raellr ff col LLorss , c ma mmrxr. AE AIX;L xo amS Rmr4RALA HIM 6 NI r6ml®Ir ff flrEi91NLL 535LE S WffWIY ff m BOF£P81C, uc NA a IAr m a uEn x rlaE ac x war roc Arr anrR Ra¢r Snlour nE WIaII NmAmAnl ff col FXGWIAI' IIL mL BOEnx, nc mrmnN =m15 ]DIES k CDVW30 /1L prISYA 9w1 ff VaEFD x M Hm B(11E mMmCAR. M taII1R/Clm 6 Rc�E mR M W W.JWOI x' NL W]®6 xE wra xs9m amxl m nYtY Ras ®m er. era our mul m: o® Be rnNa oaa atin. ea0 Rm¢rk ``\`l.11u i i s1 '•, r ell !rl 11,1t It �s�a .t CRVAFS A MITZI A DATE Rm1Im� mr.>mIE oam m my NOA PRODUCT APPROVALS aW I: S-4