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Home My WebLink AboutPLANSA C.^_ESSMAN ^ESIDENCE SCANNED BY St. Lucie County SCOPE OF WORK 1. MOSIUZE 2. REMOVE & DISCARD EXISTING DOORS 3. INSTALL NEW DOORS PER PLANS 4. DEMOBILIZE GENERAL NOTES: CODES AND STANDARDS 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 TO 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 SHALL VISIT THE SITE AND DETERMINE THE - LOCATION AND THE EXISTENCE OF ALL STRUCTURES AND UTILITIES SHOWN OR NOT ON THE PLANS. NEW DOORS LO CATI ON MAP SCALE NOT TO 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: 1. CONTRACTOR SHALL 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 T, NEW DDDRS CRESSMAN RESIDENCE PRINCESS CONDO ST. LUCIE Cop BUILD VISION r 9650 S OCEAN DR, UNIT 1210 REVIEWED FOR COMPLIA /'I JENSEN BEACH, FL 34957 REVIEWW@O gy D PLAN //AND PERM I PT ON N B C 5 m 5IT OR NO INSPECTIO S) WILL BE MA E ' ENGINEERING / \ CIVIL • STRUCTURAL • MARINE CBM ENGINEERING, LLC 209 SW OCEAN EGULEVARD STUART, FLGRIDA 34994 772.220-4601 W Ww.CSM-E.NET CERTIFICATE OF AUTHORIZATION: 29057 UNIT LDCATIONJ KEY- BUILDING R7OTPRINT AAFSFp�� 9 `7i "'Y c�Mp�t'F4kl9TD4Cp9G% MT e �Op �yoo�bcpR®o�S 4c�ra44P CpA�� STRUCTURAL DESIGN CRITERIA: THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE BUILDING & EXISTING; 6TH 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 128 MPH; NOMINAL WIND "D"; ENCLOSED DESIGN 96 PSF 0.85 1.61 0.6 FLAT ASCE 7-10 CHAPTER 2.4: 0.6DL+0.6WL SPEED SPEED DL+LL; DL+0.6WL; +/-0.18 PER TABLE 26.11-1 RESIDENTIAL V GENERAL COMPONENTS AND CLADDING NOTES: 1. ALL DOORS TO BE INSTALLED PER PRODUCT APPROVAL ZONE 5 AND MEET THE DESIGN PRESSURES STATED BELOW: ZONE TRIBUTARY AREA DOOR TYPE WIND PRESSURE 5 'A5 1G2Go 1M/-m 5 Tao 9 4 1 /-w CO�C� Q�CO ra BmffR RImRf BmaES1Y RESISTS xylaR mY1GN w mR,amrt ua onaR RImRRIr mwlE nc¢ RN6 Nm oRnws xE rm ro a RRRvI�. nuvGn, maan m ASRmam ro xm nmm Rum x Arc RLa1 m mivRR mxm:aom mnBm RaT mviuro nc Bmm55 mBDEn RR®x Nm mmlr of al BRaRlteac, uc na aon5n2. >ro arAs, xG xsmm anTaaRmm IasuL K NI OE= Of M B IRRl. 4MTL . I RILE ai C91 B1ImmmB, uC 11m 61Gf ro S a9n, x xBi OR x PNR WR Nm ORaR R9Ef 1111GUf aE maRW Nro1�.mM 6 tll Bmrmsq TIC. I = Boom uu CtlRMrim muss I xL FR� EN?i W'. CO U Na:76910 �0� •. STATE OF ... A(ORIDF SHEET DESCRIPTION S-1 COVER SHEET S-2 UNIT LAYOUT S-3 DETAILS S-4 NOA PRODUCI TOTAL - 4 & NOTES & SCHEDULE APPROVALS 11 SW 1 - COVER SHEET & NOTES MR S-1 WE L 14 y 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) llC41Sl "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 1xB, #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. WINDOW/DOOR BUCK ANCHORAGE NEW DODR5 CRESSMAN RESIDENCE PRINCESS CONDO 9650 S OCEAN DR, UNIT 1210 JENSEN BEACH, FL 34957 c ms m ENGINEERING CIVIL • STRUCTURAL • MARINE GSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD STUART, FLORIDA 34994 772-220-4501 W W W.C5M•E.NET CERTIFICATE OF AUTHORIZATION: 29057 TIEOli�VR RRI2f I>�T R0 M w MRM UN aRTlmrt MRl ORET RDPOTY RWIi PWS .VD RurRS NE RIT m RE ROSELCI . OMIA CMM W A�En m.4Yi TYD RIRR R.W! to01 QI WWCRT RUNSSON✓ VI1OIf f�T WRRDD t> tlE11L11 PEPJ®1 N0 019Tf 6 BI OL9m9R OG NI UJ iw W T6 AS NNmffff eDENIM. cuswmmusA RINalEa N PA4f FlIA AI!! NRR TE EVTFx OK II RmERmum ff w DBui. uc m SERUM Un cmmRR CAI! NOTES & Commas NL REk1eDs swL a warn x nE Rln sr nE NNIP.Y:IOR. TE OET0.1Odt 6 R40✓SgE iRR TE NOImEl111E11 ff Nl EERI@S AL scats EUI:IIFD rtRoul ro uxlr RDR RSD® sr. saa � pwx Rr. Om® RT R.RD Rvm SOLE. M. R6hCfk ``\T1U1u1IJJi P�.•' LICENSE I i�Q�•. STATE OF- C= � 1 111 •l CNARLFS A JR Da R091 Rm®�La uuEa to talo DETaILs seTk S-3 MIAMFDADE MIAMI-DARE COUNTY ° _ 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.miamidade.gov/ecaoomv EGS International, LLC 3133 S.W.25� 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 Vfiami-Dade County Product Control Section (In Miami Dade 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 the applicable building 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— SALL APPROVAL DOCUNIENT: Drawing No. W04-80 Rev L titled "Atlantic Series SM 130 Alum Sliding GIass Door", sheets 1 through 8 of 8, prepared by AL-Farooq 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 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 apply to entire system. Positive (Exterior) DP shall be limitedto 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 (kD require channel reinforcement (item #31) at Bottom Rails. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeUseries, 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 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 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 ceded b the words Miami -Dade Preceded y w Miamr D Comity, 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 entire 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-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chauda, P.E. NDA No. 17-1218.2I t'°°Mt°A Expiration Date: December 24, 2019 Yq' Approval Date: February IS, 2018 s b Page 1 IN ,4 onli ISM G.P.1CrtY rn ICV91 6SCV WW CV.Em R N.) soo R°I 1. na ,.R °. nY Iro m+aam mmo Gum® flimam mEal_4- ma IS IS .,,'�/. s.Nn Ib4Ml • 000n wwr - z• txlwevm. amm+Ymils.ua.m) A¢ my :.sir mE xmlls _ _ Imr vrtawgr),om muars 42 ;moo a;wSSO Nine OASS CMINNES ON MS SHEET ME .. ON . EI3.-ES o, SEE. 4V5R) AND i I. aWONG CONYiSSION cELV Mn srxtEYFM Duos-oCc-zls tsn. vus fx,l � Y W ¢ w�a GLAZING DETAITC_C 0 7 MANUFACTURER WIND PRESSURE C Canx e mWAO WN >BV .Wv @ILYS to SIMFIY FS S° a. S m o-1 F a m w I-1n' u x. DarNnax rum .Nao F m la _ w Ia In \IRu ]m flm win wn F • i E� n - IXPFCRY IMO ConLAEIE ° 6 i- ME'L'- ,/Y'd. mc,uni�un C�Ia �IcssWl�lp6�, WIO YWN-6NE N,xR tq I rum vE*x slmcNm MEM/Turn) I t) MaEAos . ro ExIENo Eemxo uDLL McxxEs aa LL�3�! S 5'IE9: I/p- MK, �N. (fY b KL Yol.) .'/. a/ — mmxEaYR.W, xuww mar.Arzaa.wnm, L J d mE E_- —AS au r 1 XIO M'�CFEIEn AS IY•a-,n E A- I EN,d Art 1ao zor Y000 ®,aa on xaao smucnnas p n g r •;/• mEs Ac M.^AB{E nr xEw ,r`- o.ro NNm axcxon �p teYa..D,.,flAuon 'CXpTpE 8 %IGAE i 9LL IOI MO CWC Ofl HYExS 4CxL. OR BIMnE . �1.- �I�,wun ,..E •o Y� .. "�,• n.„„ w n-I" Yn I odrnrcoxclum LlnLxs I � N� - /.• Nu flag➢ NIo TPE C- m.,,R ,ax, j »'m- wNi-woE wuxn .�wimzo oa :l T-V. T. MIO NflK 51PlCNPES MW/h�) (S�E Mn,Ms uw.m dEK. wlm_ I.SEEN- .(._ors lmuN,.l I m�L $iS�F4 oS mM1Oo wooR'Em,w,lzs [T p 7 1^Z 'Rto' a wA zu v rum m - e.m ioA >P•' r.• min <-m xaEw� mou n rm - �yP W04-90 MANUFACTURER CONNECTION SCHEDULE NEW DOORS CRESSMAN RESIDENCE PRINCESS CONDO 9650 S OCEAN DR, UNIT 1210 JENSEN BEACH, FL 34957 C MS M ENGINEERING CIVIL - STRUCTURAL - MARINE CSM ENGINEERING, LLC ana $w OCEAN BOULEVARD STUART, FLORIDA 34994 77z-2213-46131 w .CSM•E.NL-r CERTInCATE OF AUTHORIZATION: 29OS7 xE auRruI R Ssr D y RREMs W/IER I W liplWl}If.9n m1ER RARAR Rn11S IIESE ]WEND saxes 1a for m ff Ra®� awrsn, auEa. m Aao®m xn tl� rixrr u.wr win a IxnER nxrsoem nnm]r IHBT mrRac nE harts minx RAm9e1 xR (aNRNf ff C91 ammxs, UG 1105 000emrr. nE rtAs. xo urns rmRawm Raw AS NI 18Ta9aNf ff fi✓atS9wY. BRM1[ B R✓�R ff m Brao-aac. uc xosxumal�•xeuEmN rxrt tart xn °nRR aaEar minn nE minx xnxumnlm ff I91 rxaRwc, ue mi SUEER a Uc RF(airt =5 NOIIS 3 C0140 S NL wErblUb 9iVL E 14Rm R IIE Fn0 8f iFE NNwY:IOR. ac CnaPlClnf a R.4RBHE RR IIE Ng90aloN ff NL WR9aS xL xus swim tv:ow m mIr hOR ff9#0 Be oWIL, bADI WWM R': OmIFD Be oW6 WIDI See u am R9Ecr R _ Na 76J10' • 40 •-• AQ STATE -OF= ` : [[7� . E\x, C I Lo CUM A a1�B1 JR - HA DATE Iwa. RmILm In®i --n mo sin Ina NOA PRODUCT APPROVALS RED R S-4