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HomeMy WebLinkAboutConstruction Plans-IIIIIIIIIII100GENDORN RESIDENCE NEW DOOR & WINDOWS 'AdimovWRE DEC 12 NIS &. Lucie Cow SCOPE DF WORK 1. MOBILIZE 2. REMOVE & DISCARD EXISTING DOOR & WINDOWS 3. INSTALL NEW DOOR & WINDOWS PER PLANS 4. DEMOBILIZE GENERAL NOTES: COD AND STAND DS 1. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: I.I. FLORIDA BUILDING CODE, BUILDING & EXISTING; 6TH EDITION; 2017, ASCE 7-10, ASD, & AISC 2. DRAWING NOTES: 2.1. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO DM 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 DETALS, 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 EVEM 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. RIOT 0 CO MENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS ACTMTIES 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. L❑CATION 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 EXISHNG CONDITIONS PRIOR TO FABRICATION OF ALL MATERIALS. 5. AL DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS SHAM BE RED 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 QUAUTY AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED OR NOTED SHALL BE PROVIDED AND APPROVED BY FOR DIMENSIONS: CD Tbk-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 SWILL 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 KEY- BUILDING FOOTPRINT NOT TO SCALE STRUCTURAL DESIGN CRITERIA: E DESIGN COMPLIES WfFTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE, BUILDING & FASTING; 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 SPEED 128 MPH; NOMINAL WIND SPEED V; ENCLOSED DESIGN 96 PSF 0.85 1.61 0.6 FLAT ASCE 7-10 CHAPTER 2.4. DL+LL; DL+0.6WL; 0.6DL+0.6WL +/-0.18 PER TABLE 26.11-1 RESIDENTIAL - R-2 IIA GENERAL COMPONENTS AND CLADDING NOTES: 1. ALL DOORS TO HE INSTALLED PER PRODUCT APPROVE— ZONE 5 AND MEET THE DESIGN PRESSURES STATED BELOW: ZONE TNOUTAHY AREA DOORMND TYPE PRESSURE e b sRn 1 � x e� .mhos e Im saT � .xhRe SHEET File Copy S7 COVER SHEETP&I NOTES G! f S-2 UNIT LAYOUT & SCHEDULE / �G S-3 DETAILS pp�� E (asi' E-D-OF910 If'hS-4NOVAPRODUCT APPROVALS f7HV S-5 NOVA PRODUCT APPROVALS S-6 NOA PRODUCT APPROVALS CODE COMPLIANCE TOTAL - 6 NEW DOOR & WINDOWS HOOGENDORN RESIDENCE ISLANDIA CONDO 9550 S OCEAN DR, UNIT 1006 JENSEN BEACH, FL 34957 Csm ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 208 SW OCEAN EDULEVARD STUART, FLORIDA 34994 772-220.4601 WW IOSM•E.NET CERTIFICATE OF AUTHORIZATION: 29OS7 ➢E POFOi NS}HL f1W�T FIORDS N6Aa1 fOIGI mllL m=wmR6Rm=ONI®.m1FAm Rs� m Arc nw wmr N Arc mRI a NNRm nm�rw mart RaT maRRs nc ONIF.4 vRlll Rm®DI NO m®Ir a m pBEOmS uc PIS RmRart, THE = rm 11=5 RRaLaum mm RT M NmakNf 6 N6E1mW. SOME 6 �! Q' C,1 FNfalil' UG NO 6 NRf m a 16A N NOE m N R.YIf mR NN m1EN NaO.T NRart M NN411 MIaOAOI 6 L91 LIHFE]4 ILL ml F>omaa uc menmrt 1=3 PERMIT SET 12-6-19 Nm & CQ&RNIS N1 OIEI®6 9WL m WALtU N ilE R90 R M [OIIWLIOL lIE W110.g01 N RON®E Im IK mO0YCa1 6 Ml �R1916 Nz siLa Roaom N9mN m uTnr N➢R m.9Rm ae ooa ® maI En: amRn m: ana omN SCYL CREW Naar R 011111111///// A,; D,qR�.' -_ ,N0.76910 0, '• STATE OF 40 OWM A dMiN M ORE RANI R�Vp NoamL ¢® n lNN COVER SHEET & NOTES �R S-1 BOCC DOOR SCHEDULE: K OPENING zH) TYPE QUANTITY REMARKS MANUFACTURER PRODUCE APPROVAL N0. EVALUATION AGENCY EVIRATION DATE MAX. DESIGN PRESSURE NBRB I s11WO DOOI I DamE PAN[ WW I ES I NGA NF .la REV. 107 N61II DID 1 12-2h2019 1 ♦W PS I -Ia0 P3 WINDOW SCHEDULE: K OPENING WAH) TYPE QUANTITY REMARKS MANUFA.CTIRER PRODUCE APPROVAL N0. EVALUATION AGENCY DIPIRAIION DATE LM DESIGN PRESSURE MG I saiE "a 1 z 1 DW9F PATE W= I EGS jamm I N000 DARE I I2 m-2a20 1 ♦100 PS -in w XISTING UNIT FOOTPRINT SCALE: 1 /8" = 1 '—O' NEW DOOR & WINDOWS HOOGENDORN RESIDENCE ISLANDIA CONDO 9550 S OCEAN DR, UNff 1006 JENSEN BEACH, FL 34957 C ro m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD STUART, FLORIDA 34994 772-220.4601 W .CSM-E.NET CERTIFICATE DFAUTHCRIZATION: 29057 M BAfFiI Nlim m RSBMa!"I aN PFU W l)1PIWBR AV OOflI PIO4mY RR05 1NY flMa xD sA� ME NW ro a RfgWIICm, aniR L>DED. a 29pm ro Art iMo Pmr x x1r wa m YNRB1 NmmLNRR �IINf HR ®DING M DSIFS Nmd PDa®1 NB Oi9Nl6 Gil 00®MG, IIC 1X6 ODOIFNf. M OFAS /ID ODaS ND13aWF0 NFR/L As IN 161BIFNf OF PmRS9itl SBMZ 6 P16BOT 6 CN BOiBNy UC ND B IBf ro H l®. N NBIE BI x NW M Na OOFA ROECf NDIWf M NBm11 NmOBAIIO! 6 Gil BnEDNC IIG BI BENMA U LTNP.00 C01s NOBS d KAIODTOS /LL WI®6 9x1 BE NAm N M BBD R M OiI111R14p0. M mIdK1W B RSO®Z RA M D]O�mO16 M1 DIEIB016 Nt sila Rmom t13mx m fi'Alr Tars owtn m: aro Rm mal er. aB0® er one am soma. Ass® R 1: �$ A. DA% '•,, ��•� No: 76910 C1NRF5 A 6YNQi JN 611E Nan NN®nRoamN.N® nTNR NNT� UNIE IAYOUE h SCHEDULE RED S-Z 1/2" GYPSUM WOOD BOARD PT. WOOD FURRING (AS REQ'D) PT. WOOD B TICKING PER PLANS AS REQ'D) WINDOW/DOOR FRAME PER PLANS PROPOSED WINDOW/DOOR (SEE PLAN FOR SIZE) IIvISI 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 MANUFACTURERS 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 1x6, $2 S.Y. PINE, P.T. PER INDUSTRY STANDARDS. BUCKS ARE TO BE FULLY BONDED TO MASONRY W/ SIKA to 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. ,,.­,,,, — ,.,..,..., TU WINDOW/DOOR BUCK ANCHORAGE NEW DOOR & WINDOWS HOOGENDORN RESIDENCE ISLANDIA CONDO 9550 S OCEAN DR, UNIT 1006 JENSEN BEACH, FL 34957 Emm ro m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 209 SW OCEAN BOULEVARD STUART, FLORIDA 34994 772.220-4601 W W W.CSM•E.NET CERTIFICATE OFAUTHORIZATION: 29057 M BIxf1A 1W1 CRfFS9T Rc91MS WMIIR CY LV pAlirt Lro OIIRR Rp00Y RGR n64 RNa x0 IiA6 � ISO m s R91®IIOD. oxGD, DRID, m � m xx nxm wmr x xn I1W a IWRRA. f � MO Ol�llf 6�OYROR511G�� nN RRORBR, me tea. xD R9Ra R�mam 1lmx, a,W sa1111dBR 6 R✓ffE�V15Fmg a Ra190I6 al Fla®a141u xm a 1m m ff IaD, x xu[ m x 1xa mR MY ROcIl nE xaR1I MIRORRINOF OOE I 6 m Bm 6C, UL aI ELaRuac. ILs mwa �s Non & COWERIS RII. LSN®a 9WL S MLxFD N M RdD Rf M xNIR.1CRL mE 00110.CIW a N,4V®E Rx 11E f46amO161LL CFI®6. xL sous xcam t9+RR1 m nxlr ROR um®B1;a.u® rvAox eF am® m: aLxx Rm SOLE, x sD• RaRm I. `;TTTulnrr'rr�� i .e = V' No:76910 OF ��0��'•. STATE 6 RID 1111 ri'I l rVflA CIDfG6 A D=,R DATE nDn RR�xo1mlL® In xnR .x1� DETAILS xxTR S-3 MIAMI•DAPEN NIIADU-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Sluxt, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami. Florida 33175.2474 BOARD AND CODE ADd11N1STRATION DIVISION T (786) 315.2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) i"%w.nliomidade eoa/Rwnomr EGS International, LLC 3133 S.W. 251h Street Pembroke Party FL 33009 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documenmtion submitted has been reviewed and accepted by Miami -Dade County PERA -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 Mianv-Dade Comity 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. PERA 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 Slitting Glass Door—S.M.I. APPROVAL DOCUMENT: Drawing No. NV04-80 Rev H, titled "Atlantic Series SMI 130 Alum Sliding Glass Door", sheets I through 8 of 8, prepared by AL-Farooq Corporation, dated 09/10/04 and last revised oil DEC 18, 2014, signed and sealed by Javeid Ahmed, 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. MISSME 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. 2. Positive (Exterior) DP shall be limited to sill heights per sheet 2. 3. All SGD doors containing operable panel (X) require channel reinforcement (item #31) at Bottom Rails. 4. The frame area of alternate size unit shall not exceed the frame area of the tested approved unit per FBC 2411.3.2.4 (i) (1) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement "Miami -Dade County Product Control Approved", noted herein. RENEWAL of thisNIOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the perfommnce of this product. TEILMINATION 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 thisNOA 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 entirely. 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 & renews NOA #12.0131.15 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. _ NIAMIt)ADE COUN QMnOutffl E=025 t ✓� NOA No. 14.0807.18 Expiration Date: December 24, 2019 Approval Date: December 24, 2014 Page I omom omos oomo man oo 1=3 RIMER ©oo �Opm o®oo uv� m ooR m 1=11OpVIM IM ®moo LEM eon aDrumm ammm Om REM m 11201 ©000 I.+f., ©mom ee oRaR>mm oomm lC7mpm Drumm oomm Drumm Raomm Raamm Rao rum aRaRmRm aM1a r Ma La saFTr xs e.4D OI NTI E1]TOl (! SFG G5R) orrvxmm sr.iomn oculbrgR,u U rxn sar - umI ImR _ r a �m Hamm ver y n..aa rs MANUFACTURER WIND PRESSURE"CHART MC 07 m _ m p +' M01 fBY SCS MO Ol1CR1[ I � C� w olmD win minneT y!Aa ,sR s,s-e.x uaom amAm sues mR I Isvr. s,am�acm/+Aar I Re Z���P oeca, xm mmmL � ,yi.-Rot D® s j mar ao wad as Torn s,mawls I 9 ��? a `.mr" �"caEn J-� usv ,er Boa Nm m.c w cups I nz mL""v�D ,-+/.• sx EL® x,R rum a Erna 2 �x� I ormvv Nm me m .Env aama +-a.• Ira. EI® w" oaume � I ,-V.• RVL om ern Duos I �wamanr s I m acorn seas ��,��L •n +-W j wo Iran mmm+a aamAam> I o^.... p! °! +wine m wrm erL ,v rum mvo I¢uL napes I R j uLwle ,/r wL rut moan rLr etcR7mn - " 1 ���=L:aL NLQ[4Nif y,f i4 m �h�I6 � !sue®.I IR - fa 1:t p xro so MANUFACTURER CONNECTION SCHEDULE NEW DOOR & WINDOWS 1OM11R1 RESIDENCE ISIANDIA CONDO 9550 S OCEAN DR, 11h 10 06 JENSEN BEACH, Fl. 34957 IMMSM ENGINEERING CIVIL . STRUCTURAL • MARINE CSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD STUART, FLORIDA 34994 772-220-4601 w .CSM-E.NET CERTIFICATE OFAUTHORLEATION: 29057 nE D1uRm xr�1 am®r � I6Am oxRol m comma Mo mIER Rmrrar avers nEg wrs Ro mars NE Ira ro a wamtaq oLwDa runt w R54itD m plc aRm win a Rxr wet w RRRRR ew�lm mart Urn wxrao nE rnTEs nnln wa®ox aB oxmrt s of LRaErnIR Ira a6 000lua, nE mrs aD ®s RRmaam IBERL a s nraRen s aars9aL4 mAsi a Rwwr 6 mI BRRE0R4 uG No a lm m a 16a M Rn1F DL a aw.r tin Rrc caRR Ra¢r �nDlrt>rr RRIIaI MIaOna016 CSY FIRRFfPJ1.' IIG I (.vl aRRRBac. uc �Lwa �I! I Lii(§'b11F I amEo Rr: BIKE! Din I maL er. I DRD® s< Rses \```\\11111I117j/ A.•CIA%�n,� �P.r JOENgE, •., • � i V • No. 76910 _ r -to �y ��Q • STATE OF ((/14J ^- \ •'•.FCORIDa�.° �.;sue, • - ::,.aG,•,. tli1M A WDEE11 A r! BITE Brun®IVEms �n V n>.m NOA PRODUCT APPROVALS S-4 nI ,Dmc WInTIJ nI noun WITTM RI. rim. WInTH 4 C 5 D 5 x N � I W N C] B 4 2' 4 1/4' MAX I I TIP. nvw/�lu ` ANCHORS TYPE A, B OR C --3 AT EACH JAMB SEE SHEET 2 RAMPART SERIES 5500 ALUMINUM WINDOW WALL SYSTEM (S.M.I.) THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABEUNG TO COMPLY WITH SECTION 1709.9.2. 1` ANCHORS TYPE A B OR C --3 AT EACH SIDE OF MUWON SEE SHEET 3 TYPICAL ELEVATIONS INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND PRESSURE REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 CHECK DESIGN LOAD CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 2 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 3 USING CHARTS ON SHEET 3 SELECT ANCHOR OPTION WITH DESIGN LOAD CAPACITY MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 THAT EXCEED THE DESIGN WIND PRESSURES DETERMINED THRU STEP 1 SHALL APPLY TO ENTIRE SYSTEM. STEP 5 FOR SYSTEMS WITH UNANCHORED JAMBS. USING SHEET 5, DETERMINE THE MIN. & MAX GAP DIMENSIONS. D.L. OPNG. WIDTH A 4 C 5 N � w Lj N Z , W O N � C) B 4 4 1/4" 1 T-1— T � � I MAX. HEAD/SILL ',ANCHORS TYPE A. B OR C —3 AT EACH JAMB SEE SHEET 2 DAYLITE OPENINGS SINGLE 'O' PANEL' DLO WIDTH = FRAME WIDTH - 4.50" DLO HEIGHT = FRAME HEIGHT - 5.50" PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI 797.1. THIS SYSTEM IS RATED FOR SMALL MISSILE IMPACT. F.B.C. APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. SHUTTERS NOT REOD. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. FL #21899 A- CONTRACTOR TD BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALIATOM or Ms PRODUCT BASED ON THIS PRODUCT EVALUATION PRONDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B-THIS PRODUCT EVALUATION DOMMUNT WILL BE CONSIDERED INVALID IF ALTERED W ANT MEWS C- SITE SPECIFIC PROTECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGWEIM OR ARCHIECI W M I L BECOME ME CNGD41R OF RECORD (LOR) FOR ME PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TD THE RLD. ENGINEER SHALL SUBMIT TD MIS UTTER ME SITE SPECIFIC DRAMAIM FOR REMY. D-THIS P.LD. SHNl BEAR ME DATE AND ORIGINAL SEAL AND SIGNATURE OF ME PROFESSION,. ERGWEER OF RECORD THAT PREPMED IT. v J n 3 m 3 n 000 O 3 J�Mi� W . o Z�� v� O N In !R r ZNa< W W W. 1-3Ym ¢ Z (6 0 o ¢ nm� WnI, S No. 70592 Q drawing no. W16-68 NEW DOOR & WINDOWS HOOGENDORN RESIDENCE ISLANDIA CONDO 9550 S OCEAN DR, UNIT 1006 JENSEN BEACH, FL 34957 rm S m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD ST IART, FLORIDA 34994 772.220-4601 W W W.CSM•E.NI T CERTIFICATE OFAUTHORI2ATION: 29057 M BIm®l IO®T � I43RhS 16AN rJy01 w oTlTaart Fro anER RNRgT mlTnz w.¢ RTxs RD mmrs xE Im m ITT RTfmC4 Owen CD4A a TG9AB) m Aw Dw FFRTY N arc RTdI « ILwER LEm9ATR mDur A6T moaec 1K EDIE4 iBnDl fi0®pR NO O]91ff 0' CRI BD)M611C lib DXI�BIL M RA4. RD D®6 EmPoV WFG R1SlL 6 AY NSIRYIIf a R�F�VL S[F,g B flSNOf 6 C91 DBIQADi llD A'O D xor m H 16➢. 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Y stYeewE Nm e. ea FY YYST 96IIltl � WNtim BY QIZNL SSRY .0 wo rwsrtn tR]I ro to «� xlRnvs. •� � 6p. fM 9Nf I I 11A V- ' ^^-6Hn (y rr�1v 4p 4v.lty xm [Yn6iC�F I Y w (RwnoU o W sas 6v �M �WIPID �L4 M 9L fe - SID 9 rYl MANUFACTURER ANCHOR DESC FL #21899 oil 0.4bl NEW DOOR & WINDOWS HOOGENDORN RESIDENCE ISUWDIA CONDO 9550 S OCEAN OR, UNIT 1006 JENSEN BEACH, FL 34957 sm LENGINEERING 11C IVll STQUCTU RAI MARINE CSM ENGINEERING, LLC 20B SW OCEAN BOULEVARD STUART. FLORIDA 34994 N I.= OCKSM m � =15 I I NOIES a OmmuS I �Q. \.\GENSE•�•�v�' No. 769101 77- i�Q n••, STATE.QF_c lV41ja rd OVJM A BVEIEN .W BRE RmN®1�RFI1�1 n1NW RB1 m NOA PRODUCT APPROVALS tIm A S-6