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HomeMy WebLinkAboutSET UP-INSTALLATIONS0^0CKETT 7 ESIDE.NCE NEW WINDOWS & DOORS 1 ` No�a,eTeaa SHEET DESCRIPTION S-1 COVER SHEET & NOTES . I ,\ S-2 UNIT LAYOUT & SCHEDULE SCOPE OF WORK ' _ S-3 DETAILS .�,., S-4 NOA PRODUCT APPROVALS 1. MOBILIZE •-`„ ",� �� S-5 NOA PRODUCT APPROVALS 2. REMOVE & DISCARD EXISTING WINDOWS & DOORS �.- `, t L^" 1 �Ts 3. INSTALL NEW WINDOWS &DOORS PER PLANS, »��' .y } �+ '� t �,' ,F. TOTAL - 5 4. DEMOBILIZE �,K, Iwmw"e. aeawae of .1 ; FILE COPY PROJECT LOCATION ,l L.-, y >y1 �. C172a � � i c� � QAartirel 4.mas - �Q7 ,. w A65pC mec ,: a f a d4-P d e. - THESE PLANS AND ALL PROPOSED WORK ARE SUBJECTTO ANY CORRECTIONS I REQUIRED BY FIELD INSPECTORS THAT N pI� roa , MAY BE NECESSARY IN ORDER TO LOCATION MAP COMPLY WITH ALL APPLICABLE CODES. NOT TO SCALE GENERAL NOTES: BUILDING EXISTING NOTES: MEAN ROOF HEIGHT 142' OD S AND ANDARDS WIND LOAD FBC 2017 6TH EDITION & CHAPTERS 1, 2, 26, 1. THE CONTRACTOR SHALL MST THE SITE PRIOR TO BID AND BE AWARE OF ALL EXISTING 28. & 30 OF ASCE 7-10 1. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: CONDITIONS AND INTERFERENCES. WIND VELOCITY 165 MPH; ULTIMATE WIND SPEED 1.1. A FLORIDA BUILDING CODE 2017 6TH EDITION, FBC EXISTING 2017. ASCE 7-10, ASD, & 2. THE CONTRACTOR SHALL CHECK CONDITION FOR EXISTING WIRING INSULATION AND NOTIFY THE WIND VELOCITY 128 MPH; NOMINAL WIND SPEED AISC OWNER, ARCHITECT, OR ENGINEER OF ANY DANGEROUS CONDITIONS. EXPOSURE "D"; ENCLOSED DESIGN 2. DRAWING NOTES: 3. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL ITEMS AND THAT ARE SO Qz 90 PSF 2.1. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY INDICATED ON THE PLANS WITH THE OWNERS APPROVAL Kd 0.85 ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR 4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING Kz 1.52 COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAMILIARIZED HIMSELF WITH ALL EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES REDUCTION FACTOR 0.9 FAILURE TO COMPLY WITH THIS REQUIREMENT. FOUND WITH REGARD TO THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING ROOF SLOPE FLAT 2.2. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER ENGINEER BEFORE SUBMITTING A PROPOSAL. FIELD MEASURE EXISTING CONDITIONS PRIOR TO LOAD COMBINATIONS ASCE 7-10 CHAPTER 2.4: DL+LL; DL+0.6WL; BEFORE PROCEEDING WITH ANY WORK. FABRICATION OF ALL MATERIALS. 0.6DL+O.6WL 3. SECTIONS AND DETAILS: 5. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE FIELD INTERNAL PRESSURE COEFFICIENT +/-0.18 PER TABLE 26.11-1 3.1. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE VERIFIED BY THE CONTRACTOR. RISK CATEGORY II TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. B. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR OCCUPANCY RESIDENTIAL 4. SUBMIT SHOP DRAWINGS AS REQUIRED. ALL SUBMITTALS SHALL BE CHECKED AND SIGNED BY THE SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER CONSTRUCTION TYPE V GENERAL CONTRACTOR AND SIGNED AND SEALED BY THE DELEGATED ENGINEER. QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED ZONE 4 5. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWING OR NOTED SHALL BE PROVIDED AND APPROVED BY EOR. THE CONTRACTOR SHALL NOTIFY THE ENGINEER -OF -RECORD IN WRTING OF SUCH GENERAL COMPONENTS AND CLADDING NOTES: OMISSIONS OR ERRORS PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. 1. ALL DOORS & WINDOWS TO BE INSTALLED PER PRODUCT APPROVAL IN THE EVENT THE CONTRACTORS FAIUNG TO GIVE SUCH NOTICE, HE SHALL BE HELD AND MEET THE DESIGN PRESSURES PER PLANS. ALL DOORS AND WINDOWS SHALL RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF DIMENSIONS: - MEET OR EXCEED PRESSURES AS SHOWN IN SCHEDULES ON S-2 RECTIFYING THE SAME. 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLETE SET OF LATEST 6. INFORMATION FOR THE LAYOUT AND DESIGN OF THESE PLANS WERE EXTRACTED FROM DRAWINGS. NOTES AND DIMENSIONS SHALL BE CHECKED AND VERIFIED WITH ARCHITECTURAL AND FIELD MEASUREMENTS AND EXISTING DRAWINGS. STRUCTURAL DRAWINGS. ANY DISCREPANCIES IN NOTES OR DIMENSIONS SHALL BE BROUGHT TO CONTRACTOR SHALL INSPECT EXISTING FIELD CONDRIONS TO ENSURE PRESENT INFORMATION THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK SO THAT PROPER WORK CAN BE ON PLANS MATCH. IF EXISTING CONDITIONS DIFFER FROM PLANS, "GENERAL" NOTE 1 ABOVE , EXECUTED. DO NOT ASSUME OR GUESS ANY DIM. OR ELEMENTS CONNECTIONS AND ELEVATIONS. �6 _ Dig 3 SHALL ALSO APPLY. 2. UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS, CONTRACTOR SHALL FURNISH AND INSTALL FGQ w'1I� I ADEQUATE SHORING, BRACING, ETC. REQUIRED TO SAFELY SUPPORT ALL CONSTRUCTION LOADS �(L�I �[IZ DEMOLITION: AND SHALL BE FULLY RESPONSIBLE FOR THE SAME. SHORING MUST COMPLY WITH ALL LOCAL ST. LUCIE COUNTY BUILDING DI SION AND OSHA REQUIREMENTS. REVIEWED FOR COMPLIANC 1. PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS 3. DEIAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE REVIEWD ACTIVITIES WITH ALL THE APPROPRIATE SUB -CONTRACTORS AFFECTED BY THIS AREA WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL at I IQ 2. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL MATERIALS DATE T THAT ARE SO INDICATED INCLUDING CONCRETE AND WOOD. STRUCTURAL DESIGN CRITERIA: PLANS AND PERMIT MUST BE KEP N JOB 3. THE LOCATION OF ALL EXISTING UTUTIES ARE THE CONTRACTOR'S RESPONSIBILITY. THE DESIGN COMPILES WITH THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION, SITE OR NO INSPECTION(S) WILL BE MADE THE ENGINEER ASSUMES NO RESPONSIBILITY FOR EXACT LOCATIONS. PRIOR TO THE FBC EXISTING 2017, ASCE 7-10, & ASO 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 WINDOWS & DOORS CROCKETT RESIDENCE ISLAND DUNES OCEAN SIDE I 8880 S OCEAN DR, UNIT 1002 JENSEN BEACH, FL 34957 rm ro M ENGINEERING CIVIL • STRUCTURAL • MARINE C5M ENGINEERING, LLC 20BI BE OCEAN BOULEVARD - SUITS IA BTUART, FLORIDA 34996 772.220.4601 W W W.CBM-E.NET CERfIFS ATE OF AUTHORIZATION: 29057 TE OsaFBt MiFBI BPR:mT RU UMM RSAFR L9NCR MY RO w aOFTaDR uD DTEN RnRRIT RZk IWI [MmIS IA IOf M a N14.1 = OWE% LffET. NI AaBET m Aw nRa wnr x xR wRl a lxim xxrnWn NRCUf BSI 0 TE CSYL4 xRTII Bfl®I NO 106flif IF= CL 0014M UC OIL T£xD u IDTHYTRL a A1161RRflf III, �soE 6 YIWTT ff 01 BRiFBSI' TIC NO S IOf Tl ff 19A x NOU OI N PMf Rx AW ff IF Bsol NIICUf TE xmvl &IRIROOCN L91 FNiOAq 11C OI EISNES TIC � ows Mw & comma NL Dlfl®S S6YL H 1B3ID TE VEIT O TE WIIF.YRx TE mI1RKICR S RE4EI®E NR THE 1T0S1YRx1 ff NL DIF19O6 NL BALES IWIED ARDN M 111117' ROTS ®m er. a.ND Rm mNx er. amDn ar. amD Tm sae esa RaRLTk �i No. 7fi910 ir- G.•: STATE OF :. kill_ . ib A B6®EN �R IHff Tm N®Rm>maa mm n 1Nm xm RRe RRDk S-1 NEW WINDOWS & DOORS C©1 DOOR SCHEDULE: DESIGNATION APPROX OPENING SIZE (WxH) TYPE QUANTITY I REMARKS MANUFACTURER PRODUCT APPROVAL NO. EVALUATION AGENCY EXPIRATION DATE PROVIDED DESIGN PRESSURE REQUIRED DESIGN PRESSURE EXTERIOR: 1 9796 SLIDING DOOR 1 DOUBLE PANE IMPACT EGS NOA 17-121821 MIAMI DADE 12-24-2019 +7-130 PSF +/-95 PSF 2 14196 SLIDING DOOR 1 DOUBLE PANE IMPACT EGS NOA 17-12IB21 MIAMI DADE 12-24-2019 +/-130 PSF +/-95 PSF WINDOW SCHEDULE: DESIGNATION APPROX OPENING SIZE (WxH) TYPE QUANTITY REMARKS MANUFACTURER PRODUCT APPROVAL N0. EVALUATION AGENCY EXPIRATION DATE PROVIDED DESIGN PRESSURE REQUIRED DESIGN PRESSURE 1 4398 PICTURE WINDOW 1 DOUBLE PANE IMPACT PCT NOA 17-O'14.11 MIAMI DADE 02-19-2019 +/-100 PSF +/-60 PSF Q2 4362 SNDLE HUNG 1 DOUBLE PANE IMPACT PGT NOA 17-0 O.G8 MIAMI OAOE 03-2b-2021 +/-BO PSF +/-60 PSF Q 3962 SINGLE HUNG 1 DOUBLE PANE IMPACT PDT NOA 17-0630.08 MIAMIDADE 0}26-2021 +/-80 PSF +/-60 PS' CROCKETT RESIDENCE ISLAND DUNES OCEAN SIDE 1 8880 S OCEAN DR, UNIT 1002 JENSEN BEACH, FL 34957 rm s m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 2081 BE OCEAN BDUL ARC • SUITE I A ST LARr, FLORIDA 34996 772-=13.4601 w .cBM•E.NET CERTIFICATE OFAUTHORIZATION: 29057 US OOM IEIS9f D09F54T RE4A1fil, fY�pll 0:V WS m NOT TmOB®ICA Dmm COMM DI hSiiB) TD AW 11W ITAff M AN RRY m WMEII PD5®II NDND NHNf 6EMiFII]I' IIG�� b I1116W.1[Nf 6AOF�fVl 9RN.'C B IMfAR�6L am DE9mm Im AN) N NOT TD RE usm N NVIE m N RH WN TAT OF {R1 IME N111AIf IN: NNDII N9HIW/JIDI a f910CIi6A5L I.M. I Ism DENew' ME T81p98 m015 1 NOTES R COWEN S RmBl Bf:m m p w OmTO 6E NINa 0® SOME As Pf: \\71UI I11I!/// A. QA6- ' GfJ //, y, \\\ �•...Qh1 i No.. 76910- i�O.. • STATE OF ' • �Lu; aADMAROEDN JR OAIE Rm®Iv®E am n tsm � Nee RtcR S-2 1/2" GYPSUM WOOD BOARD 1 X 4 PT. WOOD FURRING (AS REQ'D) 2 X 4 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 B" 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 FBC 2017; 6TH EDITION. 3. WINDOW BUCKS ARE TO BE 1X8 & 2x8, #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' A 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. HAb1MDV AD PAM!•DCTE NEW WINDOWS & DOORS CROCKETT RESIDENCE ISLAND DUNES OCEAN SIDE I 8080 S OCEAN DR, UNIT 1002 JENSEN BEACH, FL 34957 rm S m ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 2081 8E DCEAN EICOLEVMo. SUITE IA STUART, FLORIDA 34996 772-220.4601 w .CBM•E.N ET CERTIFICATE OF AUTHORIZATION: 29057 lIE aao-m RTFRf CRii4T 850FFS R5/MP anol w mmma xD anER RDRRIr csl¢ ws xua x0 acws TRR xm ro x: RRmEIAEu. owEsa ram. m Aim ro me nrm wxrr x MT ran a ILwd xw91aa1 x1lDllf Trsr a11E rRRESS xxml Rxlmox RD axvxr ff m mI oorEnxR' ue a nI IaTRrxr xmrE�IL�L arxxc a wada� mI aEamx4 ue xD a Im ro a Iran. x eCIC m x l�W 01�a1 ff m101�Ok➢0�q TIIG� � Cal DENEBIA = fWMiff =5 NL fAE16aa am 5: 108aD x iR', fOD 0/IR: ORPX.TaA. M a1NIRYaOft a RS9160E Fff M D)Oro11aOX ff !1L axaaO6 Ru siDa yam RRwI ro ntlt Wars a�am er: axLa axa Otl1x1 % C® RC axus a®I sDLL a R RDaaT k E J NO, 76910. OR iJI I`( CIUla6 A 811roR1 JR WE m,xx®mama® nlsm sm xIE soTk S-3 NEW WINDOWS & DOORS CROCKEIT RESIDENCE ISLAND DUNES OCEAN SIDE I 88BO S OCEAN DR, UNff 1002 MIAMI•DADE MwNU-DADECOUNTY MIAMIDADE dENSEN BEACH, R 34s57 a PRODUCT CONTROL SECTION p ML1MITROL COUNTY PRODUCT CONTROL SECTION CSM DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (BIER) 11905 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sheet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 BOARD AND CODE ADMINISTRATION DIVISION T (786) 3I5-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economy NOTICE OF ACCEPTANCE (NOA) mnv.miamidade.Rov/economy • PGT Industries, Inc. EGS International, LLC E N G I N E E R I N G 1070 Technology Drive 3133S.W.25'"Street CIVIL • STRUCTURAL • MARINE North Venice, FL 34275 Pembroke Party FL 33U09 SCOPE: COPE_ CSM ENGINEERING, LLC aNRI 8E OCEAN BOULEVARD • 3NITE lA This NOA is being issued under the applicable rules and regulations governing the use of construction This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The STUART, FLEIRmA 34996 772-220-46U 1 materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to W XSM-E.NET- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). cERnreATE NFAunSNRIZATICIN: 29057 Having Jurisdiction (AIM. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section nE armRLR Wa awemr IEsosTs INAFR oxEa This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve the right to have this � W to MBE REI =wv.sn6 CM a Control Section In Miami -Dade County) and/or the AHJ m areas other than Miami -Dade County) reserve product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted m'�asnLxi m""iwr'�r mn"uEc n`ita.amx ( ty) ( ty) P l tY e of s P P eP NRI®OM Ns e7sllr v m mac, uc the right to have this product or material tested for quality assurance purposes. If this product or material manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this P eP P g �P P J Pb� a r raTarxr s ReR®wL savxt: s RSItRIY 6 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. acceptance, if it is determined b Miami -Dade County Product Control Section that this product or material fails to morns. uc uo s Nx M 9L Isla, N NNE N N P P J eP y ty P wzr wR xN onm Ra¢r misut nE Nmp RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control meet the requirements of the applicable building code. "'"N"1°°I v ml oomm uc 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 Budding Code, mI DOEMA a mnRaR =5 This product is approved as described herein, and has been designed to comply with the Florida Building including the High Velocity Hurricane Zone. Code, including the High Velocity Hurricane Zone: DESCRIPTION. Atlantic Series Aluminum Sliding Glass Door- SALI. DESCRIPTION: Series "S191-700" Aluminum Single Hung Window -L.M.I. APPROVAL DOC MENI': Drawing No. W04-90 Rev Ltitled "Atlantic Series SM 130 Alum Sliding GIass APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact', sheets I Door", sheets I through 8 of 8, prepared by ALFarooq Corporation, dated 09/10/04 and last revised on DEC 07, through 11 of 11, dated 09/01/05, with revision G dated 06106/17, prepared by manufacturer, signed and 2017, signed and sealed by Javad Ahmed, P.E., bearing the Miami -Dade County Product Control Revision stamp sealed by Anthony Lynn Miller, PE., bearing the Miami -Dade County Product Control Revision stamp with with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. TNhssIL.E IMPACT RATING: Small Missile Impact Resistant MISSILE IMPACT RATING: Large and Small Missile Impact ResistanL Limitations: LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 1. See Design Pressure (DP).ratings with glass types & Reinforcing in sheet 2. See DP ratings of anchor types in model/series, and fallowing statement: "Miami -Dade County Product Control Approved", unless otherwise sheet 3. Lower Design Pressure Ratings shall apply to entire system. Positive (Exterior) DP shall be limited to sill height per sheet 2. noted herein. RENEWAL. of this NOA shall be considered after a renewal application has been filed and there has been 2. The total tested frame area must not exceed 180 ft. C requirements. PP 3. All SGD doors rnntaining operable panel M require channel reinforcement (item #3I) at Bottom Rails. no change in the applicable building code negatively affecting the performance of this product. LABELING: Each unit shall bear a permanent label with the manufacturer's name or -logo, city, state, model/series, Irotls N CO1600 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change and following statement: "Miami -Dade County Product Control Approved', unless otherwise noted herein in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement Ni uNmis aLRL S: Nakn N nE "'° Rr "E RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 6 � ass "syseE Lm nE of any product, for sales, advertising or any other purposes shall automatically terminate this NOA_. Failure thane in the applicable building code negatively affecting the performance of this product. to comply with any section of this NOA shall be cause for termination and removal of NOA. g PP g g y g P P a sus RNrnm R to ntlr RmS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and TERMINATION of this NOA will occur after the expiraton date or if there has been a revision or change in the p� N: „",,,®, pp� Er. materials, use, and/or manufacture of the product or process.. Misuse of this NOA as an endorsement of any product, oenaR ae NINa am followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any a".. eas -I � k displayed, then it shall be done in its entirety. section of this NOA shall be cause for termination and removal of NOA. distributors¢ d shall be available for�mspectA copy of this enre 0ion aththe jobs t ad request of the Buildi Official the user by te manufacturer or its ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the �)I I I t 111.1 rr be proviexpiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be b.•••,.....,,, This NOA revises NOA# 16-0714.06 and consists of this page 1 and evidence pages Ere. and E-3, as done in its entirety. Q�•�' g1GENy�"•.• vi well as approval document mentioned above. •. The submitted documentation was reviewed by Manuel Perez, P.E. 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. - Noi 76910' 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. NOA No. 17-0630.08 The submitted documentation was reviewedby Ishaq L Chauda, P.E. ; - -` nw•1wANECAUNTV V rO i7 P �v STATE 9F - . q� Ex nation Date: March 26 2021 b •"'� ' I{ G Approval Date: November30,201? NOA No. 17-1218.21 'a(; �CORID- •' ` � Page 1 MIAMIDEECNUNTY Expiration Date: December 24, 2D19 �s�`� I Approval Date: February 15, 2018 rr •% 1`1 •���� Page 1 3 I I i ana N®sn voa�oom nm� I I om Nle NNrk S-4 NEW WINDOWS & DOORS 4 E, 3 7 e c 4 D 4 FN � v J d B 3 2" 4 1/4- MAX.- i1 I D"W/�LL I ANCHORS TYPE A. B OR C I--3 AT EACH JAMS SEE SHEET 2 RAMPART SERIES 5500 ALUMINUM WINDOW WALL_ SYSTEM L.M.I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (GTH 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-METALUC 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 LABELING TO COMPLY WITH SECTION 1709.9.2. %, ANCHORS TYPE A, B OR C -3 AT EACH SIDE OF MUWON SEE SHEET 2 TYPICAL ELEVATIONS INSTRUCTIONS: USE CHARTS AS FOLLOWS STEP 1 DETERMINE DESIGN WIND PRESSURE REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT. WIND ZONE USING APPUCABLE 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 2 SELECT ANCHOR OPTION WITH DESIGN LOAD CAPACITY MORE THAN DESIGN LOAD SPECIFIED IN STEP I 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 4• DETERMINE THE MIN. & MAX GAP DIMENSIONS. i a e D.L. OPNG. WIDTH A 3 I I I I I I C 4 6 yN W / N CS 3 MAX. HEAD/SILL I` ANCHORS TYPE A. B OR C --3 AT EACH JAMB SEE SHEET 2 DAYLITE OPENINGS SINGLE '0' PANEL' DLO WIDTH = FRAME WIDTH - 4,50" DLO HEIGHT FRAME HEIGHT - 5.50" PRODUCT COMPUES WITH REQUIREMENTS OF ANSI Z97.11.. THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. I SHIJITERS ARE NOTARE NOT REQUIRED. FL #21899 CEWR�OREPONSIDU MR THE MR O N. OF THISMOD= BASED ON TMODUCT WN TION ��\`T_•1 j�w(�!� 'iy,,wT/ PROJIDED HE/SHE DOES NOT DEVIATE FROM THE CONOTDONS DETARED `II ��v. �Q ••_9O ON MI5 DOCUMENT. THE; PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED DPIAUD IF ALTERED BY INY MEWS Na 70592 SITE SPECMC MOJECTS SWEL BE MEPARED BY A FLORDA REGISTERED {j ENOINCTA OR NCHINCT WMCH WAL DECCME THE ENGINEER OF RECORD (EDRI FOR THE PROJECT AND WHO W BE RESPONBRLE FOR THE PROM ; USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED - 1 ENGwEEN TO THE P.ED. ENWNEER SH41 SUBEIT TO NO UTTER THE SITE SPECIFIC DRAWINGS FOR RIMEN. 10•'•, �/"�'• G OFT AND DO E PREPMED '//sS�OFyAI• R THE M FES90N& ENGINEER OFRECORD MT u�RIDT;:' 1% Sealed: 11 /28/2017 n n B 1 J o a J p " Q W Z C2 pv z It N a Y H NY p O ZK,n m onm w;;"0 0 0 S 0 g S drawing9 no. 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