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Home My WebLink AboutPLANSt LUPINEK RESIDENCE SCANNED BY 9t. Lucie County SCOPE 13F WORK 1. MOBILIZE 2. REMOVE & DISCARD EXISTING DOORS 3. INSTALL NEW DOORS PER PLANS 4. DEMOBIUZE 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 MY 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 FAJLURE TO COMPLY WITH THIS REQUIREMENT. 2.2. DISCREPANCIES WILL 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 CONDMONS 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 CONCREFE AND WOOD. 3. THE LOCATION OF ALL EXISTING UTILITIES ARE THE CONTRACTOR'S RESPONSIBILITY. THE ENGINEER ASSUMES NO RESPONSIBUTY 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 LOCAT113N MAP 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. DIMENS113NS: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLIETE 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 DIETAILED ON THESE DRAWINGS, CONTRACTOR SHALL FURNISH AND INSTALL ADEQUATE SHORING, BRACING, ETC. REQUIRED TO SAFELY SUPPORT ALL CONSTRUCHUN LUADS 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 DIETAILS SHOWN FOR SIMILAR CONDRIONS AND MATERIAL 1*1 ,be, (IC110 �01k� 4") e'�(- �14 - 6 Qs REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 44�44 File Copy STRUCTURAL DESIGN CRITERIA: THE DESIGN COMPUES 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 11 OCCUPANCY CONSTRUCTION TYPE 200' FBC 2017 & CHAPTERS 1 & 28 OF ASCE 7-10 165 MPH; ULTIMATE WIND 128 MPH; NOMINAL WIND "D� ' ENCLOSED DESIGN 96 PEP 0.85 1.61 0.6 FLAT ASCE 7-10 CHAPTER 2.4: O.6DL+O.6WL 2. 26, 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: TRIsar DOOR WIND ZONE ARE TYPE PRESSURE 5 4 SHEET DESICRIPT N '9 S-1 - COVER SHEET & NOTES S-2 UNIT LAYOUT & SCHEDULE S-3 DETAILS S-4 NOA PRODUCT APPROVALS TOTAL - 4 NEW DE30RE LUPINEK RESIDENCE MIRAMAR 11 CONDO 9960 S OCEAN DR, UNIT 1001 JENSEN BEACH, FL 34957 Immsm E N G I N E E R I N G CIVIL - STRUCTURAL - MARINE CSM ENGINEERINr, LLC 208 SW OCEAN BOULEVARD STUART, FLORIDA 34994 772-220-4601 ..Qsm E. ET ' NE CE17TIFICATE 13F AUTHORIZATION! 29057 M GE REPROWBOA CIRMA CWK W "ISIBIER wallur DIE ET%3S wilfflul IF aw Dimomr, M AR IRSRUWOff W � SERVM IS IF momamr In BEHMA wats PERMIT SET 8-15-19 I'm & mumm mot I mRan, I,RILIaT \\% t: .......... No, 7M. 0) sTa:rEc)F. Z0R!IQP--** '010 A OMB A BARDEN -JR kj n �Rsrmnm�� a =0 - COVE mug S-1 14 EXI STI N G U TPRINT DOOR SCHEDULE: DESIGNATION APPROX OPENING SIZE (W.H) TYPE QUANTTTY REMARKS MANUFACTURER APPROOVDAULCT No. E%LIUATION NCY EXPIRATION DATE DESIGN IRESSURE imm �DOGR I I D3JR.E PARE, 10� m NOA 17-1VILZI 12-2�=q I,I, I,SF 1-10 14M � DOOR 1 1 DOUEft.E PAKE� W� EIS X0A 17-1VILZI IfiAlff DME 12-2�=g 1 � PSF I-IM M NEW DOORS WPINEI( RESIDENCE M[RAMAR 11 CONDO 9960 S OCEAN DR, UNrT 1001 JENSEN BEACH, FL 34957 rm s m E N G I N E E R I N G CIVIL - STRUCTURAL - MARINE CSM ENGINEERING, LLC 208 SW OORAN BOUIXVARD STUART, FLORIDA 34994 772-220-4601 �.CSM-E.mu CEITTIRCAMOFAL�IDROLATIDNI 29057 nimmAlsm I)RRRW]S AIE W M BE RBRMU= QW= MRM OR THIS I)DO)IID7. THE ESM M DEROIS IROX!RlIKIID RROK AS AR � OF � SEINICE� 6 � W M BODEM M 5 SIR M BE USED6 N WIRE OR III w Lia gmem cmIzmT =5 NOTES & COMMENTS S0,UE D 4. A% L 4� _�GEN Z No 7 14-f =TE-017 -ORID P, /lAr C CARLEM MEN R WE UNIT LAYOUT & SCHEDULE 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) 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 WINDOWDOCIR JAMB FLASHING DETAIL SCALE: N.T.S. BUCK INSTALLAT10N NOTES (AS REQ'D) 1. WINDOW OR DOOR BUCK FASTENING DETAILS TO MATCH OR E)(CEFD THE MANUFACTURER'S TTTST APPROVALS AND RECOMMENDATIONS. 2. WINDOW BUCKS ARE DESIGNED FOR WIND LOAD COMPLIANCE ONLY. ANY ADDITIONAL FASTENI]ERSS 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 & D(ISTING; 6TH EDITION; 2017 3. WINDOW BUCKS ARE TO BE IX6 OR lx8, #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 PENIETRATION 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 CONCREFE FILLED MASONRY. CONTRACTOR TO COORDINATE OPENING DIMENSIONS. MASONRY DR CONCRETE //71/4' TAPCONS R iTAGGERED PATTERN (NOTE 4) 1 3/4- L:p z La a- OOD MATERIAL, PRESSURE TREATED D Y C3 ,NOTE 3) ONAL 2 DOOR ROUGH EPENING WINDOW/DOOR BUCK ANCHORAGE NEW DC30RS LUI INEK RESIDENCE MIRAMAR 11 CONDO 9960 S OCEAN DR, UNIT 1001 JENSEN BEACH, FL 34957 Immsm E N G I N E E R I N G CIVIL - STRUCTURAL - MARINE CSM ENrINEERINs, LLC 208 SW OCEAN BOULEVARD STUART, FLORIDA 34994 772-220-4601 �.CSM-E.Nirr CEIFTIFICAl'IE OFALITHOREZA'TION: 29057 TmE Simmout Rem � RISERS; w/m � DIESERMSM URROKS JIRE W ID BE RSRMUCEI% OMM C)RS). N a Al IRSTRUIlEIT IN, � sam� IS OF xmicIanvoR w m BEHMA um RaREMA cmis mom & Cowfifffs RxImt. EN 769710 "0,-- STATF bF IL rl -'-44AP/16 'I =11D I m IRE" DETAILS 9 i"RE' S-3 IVIJAWnMADE MIANff-DADE COUNTY Em aR PRODUCT CONTROL SECTION DEPARTNIENr OF REGULATORYAND ECONOIVIIIC RESOURCES (RER) 11805 SW 26 Stree� Room 208 BOARD AND CODE ADIIIINISTRATION DIVISION T (796) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (TNOA) �,vv.miam1d%Je.jiov/eemmmv EGS In terinational, 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. ne Nfiami-Dade County Product control Section (fn 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 mect the requirements of the applicable building code. T lhis 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 Alumintrin Sliding Glass Door — S-M.I. APPROVAL DOCUMENT: Drawing No. W04-80 Rev L titled "Atlantic Series SM 130 Alum Sliding Glass Door", sheds I through 8 of 8, prepared by AL-Farcoq Corporation, dated 09/10104 and last revised on DEC 07, 2017, signed and stated by Javad Ahmad, P�E., bearing the Miami�Dade County Product Control Revision Amp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. IMISSnX LWAcT 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. Posulve (Exterior) DP shall be limited W Sill. height per sheet 2. 2. The total tested firaL area must not exceed 180 sq. fL per FBC requirements. -3. All SGD doors containing operable panel M require channel reinforcement (item #3 1) at Bottom Rails. LABELING: Each unit shall bear a permanent label with the manufacturd's name or logo, city, state, modeUseries, and following statement; "Miand-Dade County Product Control Approved", Unless otherwise noted herein. RENEWAL of this NOA shall be considered after a ren�al application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIRNATION of Uris 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 NCIA as an endorsement of may product, for sales, advertising or any other purposes Shall automatically terminate this NOA: Failure to comply with my section of this NOA shall be cause for termination and removall of NOA. ADVERTISEMENT: The NOA number preceded by the words 1%,liami-Darle 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 entire NOA shall be provided to the user by the manufacturer or as distributors and shall be available for Inspection at thejob 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 Chanda, PIE. NCIA No. 17-121&21 Expiration Date: December 24,2019 Approval Date: February 15,2018 Page I AS tzs.n tEl . 1. St -W7 24 . I— 1 7-7 -pa.- -7Z 1. .1 17.7 I�o SHE9 dIE .0 13.,1 (3 SEC GI,s,$) . FUIIS,I BUIDING �MIISSIDN DEOU&RlITOEf STA%li� DM5-D�C-219 a o 4 -7.7 7N]7 7T, 114 111,, ("1") R 24 1=0 IS 1 1.0 1,1. 1-0 lzao .2 1/4' ltle� (RIT) "1. 0 1.,. ElIIS 0 1254 lI10 .0 .0 S Olt GEN, I"' 1�0 cluzoIll, Dum CX 0 7 219 le0l MANUFACTURER WIND PRESSURE CHART -- — - - - - - - - - ST'.) In -,I- 2. I'll im7 1. A J'4 1.4 oo .1,S le. I/` (IS. n - - - - - - - - - - - F ------------- )-I M7 I_ 1 211 X - T 2� .1. �lt IX� �IIIREI 42 - T IS 1 �21 im? Ins d lXA) 1� 114 SlIS ll� N".� II7FIS -.I. PI11I Pt� SF1l%I=RES p.,tIllmllg- SlIll IFIlSK. Ile (11 - L 2-1 C-C 0 7 2"'1 i3c)Aj 'Ie -8o] MANUFACTURER CONNECTION SCHEDULE NEW DOORS WPINEK RESIDENCE MIRAMAR 11 CONDO 9960 S OCEAN DR, UNII 1001 JENS94 BEACH, FL 34957 CSM E N G I N E E R I N G CIVIL - STRUCTURAL - MARINE CSM ENGINEERINs, LLC 208 SW D.E. SQU4E`lARD STUART, FUCIRIDA 34994 772-220-4601 llkWI61.12SWEAET CEITTIRCATECIFAU'rHORIZAnCIN: 29057 THE SKROIR am �y RESSIEs W/M OCIRSERING. ac ME NOTES & COIDIENTS ;,mRET& el ............ No� f64-1 0 F - CROM A DARD134 A DATE NOA PRODUCT APPROV&S S-4