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Home My WebLink AboutWindow Replacement PlanHUTCHINSON ISLAND CLUB LOCATION MAP NOT TO SCALE GENERAL NOTES: CODES AND STANDARDS 1. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: 1.1. FLORIDA BUILDING CODE, BUILDING & EXISTING; 7TH EDITION; 2020, ASCE 7-16, 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, SEC110NS 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 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. WINDOW REPLACEMENT - UNIT 802 KEY- BUILDING FOOTPRINT 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 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 CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL NOT TO SCALE STRUCTURAL DESIGN CRITERIA: MEAN ROOF HEIGHT WIND LOAD WIND VELOCITY WIND VELOCITY EXPOSURE Qz Kd KZ REDUCTION FACTOR ROOF SLOPE INTERNAL PRESSURE COEFFICIENT RISK CATEGORY II OCCUPANCY CONSTRUCTION TYPE �a .� 2 "�� f / REVIEWED CODE COMPI F6C 2020 7TH EDITION Ac 9-L U C I E C 165 MPH; ULTIMATE WIND SPEED®�� 128 MPH; NOMINAL WIND SPEED ENCLOSED DESIGN 88 88 PSF `% 0.85 1.482Gf 0.6 FLAT +/-0.18 PER TABLE 26.11-1 cop RESIDENTIAL R-2 V GENERAL COMPONENTS AND CLADDING NOTES: 1. WINDOW TO BE INSTALLED PER PRODUCT APPROVAL AND MEET THE DESIGN PRESSURES STATED BELOW: ZONE TRIBUTARY AREA WINDOW TYPE WIND PRESSURE 4 10 SOFT 1 160/-W SCOPE OF WORK 1. MOBILIZE 2. REMOVE & DISCARD EXISTING WINDOW 3. INSTALL NEW WINDOW PER PLANS 4. DEMOBILIZE SHEET DESCRIPTION S-1 COVER SHEET & NOTES S-2 UNIT LAYOUT & SCHEDULE S-3 DETAILS S-4 NOA PRODUCT APPROVALS S-5 NOA PRODUCT APPROVALS TOTAL - 5 WINDOW REPLACEMENT HUTCHINSON ISLAND CLUB -UNIT 802 10410 OCEAN DR OCEAN DR JENSEN BEACH, FL 34957 rmsm ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD STUART, FLORIDA 34994 772.220-4601 __W .CSM-E.NET CERTIFICATE OF AUTHORIZATION: 29057 IRE FNOIIDE HoW=0 DAY F�45 16l CMAMNS COPWImD AID OMFR PROPERIT REiRS. iIFSE AND W PIANS IR91110 ARE NOT M E FIPROOUCED. OVAU , COPEA OR AMD 7O ANY 71ID PARTY N W FM OR W M IMMINR VHW HIM 09MM NE ONIEW WMU PONSM AND Cp6EHT OF CSN IDERIM&A TIr, WW OOC SM. TIE BIM AID DEMO ®CW01R1TED HMX AS AN DISMENT OF fROFESSOWL SINCE 5 MEW OF MM DIAEE K LC AND 5 IWT M E UM% IN IHOLE OR IN PARE FOR ANY OMDt PROIELR VnW RE lff= NInKIWATION OF CSN DDYEiis1; INL CSI DDEEF W LU: WNW =mm OR ANCE N TY PERMIT SET 2-23-2021 NOTES R COYNEMS ALL OIEI�16 SFNLL ff fE16ED N w n" W THE Cm11RACI0R 7ff COMM 6 FISPOIGRE FOR 7ff W Au meam &L scans NW" PEWAN II 1lxtr Plats m mo Imp own Dam WHIN W. mErAaa ar awu3 DYnll SINE; AS sneII PR Im k DAB No.`76910 STATE CF ON f CHARI.B A DA M JR o1. 3- DATE 9IIDA AFl� IIPRSSOfIFNiff m YDIo %WKM COVER SHEET & NOTES �k S-1 WINDOW SCHEDULE: DESIGNATION APPROX OPENING TYPE QUANTITY REMARKS MANUFACTURER PRODUCT EVALUATION EXPIRATION MAX. DESIGN SIZE (WxH) I APPROVAL NO. AGENCY DATE PRESSURE 1Q 72x46 HORZ ROLLER 1 5/16' LAMI.,IMPACT PGT NOA 20-0406.04 MIAMI DADE 08-23-2023 +65 PSF -65 PSF WINDOW LOCATION EXISTING UNIT FOOTPRINT SCALE: 1/8" = 1'-O" WINDOW REPLACEMENT HUTCHINSON ISLAND CLUB-UNfi 802 10410 OCEAN DR OCEAN DR JENSEN BEACH, FL 34957 c:msm ENGINEERING CIVIL • STRUCTURAL • MARINE C5M ENGINEERING, LLC ZOEI SW OCEAN Li OULEVARD STUART, FLORIDA 34994 772-220.460 1 WWW.CSM-E.NET CERTIFICATE OF AUTHORIZATION: 29057 THE LNI W HOW MMW REgRYFS W✓10 MUM LAW CN%A f AND OVER PROPEAII' WM 7EESE R" AND MEDS ARE NOT M E RFPRO = CIW7IiD. COPED. OR AMU M ANY 71ED PARTY N Nff I= OR WHO WHIUMIYER WMff FIST INININ7O 71E EISM 111d O PU3®N AID COMMIT of CSN OG EEIM LLC. 7M DOCLIMM. 7E DEASS No OEM NCORlO UM IEIM AS M N 11411 I OF PRNi59NNNL WWF 5 PROPE W OF m DVCNEM LLC ND 6 NOf M BE USED, N DDIE OR N FARE FOR Nff Ol= P7DW 9DDOF THE NEIIFN M11HOWAMN W CSN D011INEf, LLC CSII 0113E1M LLC CDTMW dOI5 1 NOBS & COYNMS NL OIEl M SWX E IE7 0 N `I E FELD Bf 71E CONNACIOR 7FE CONIMIM! LS RAF m 7FE 0000911131311 W &L OIErim NL Sf m MINIM PEm m 11•All' Pm DEMIED ef: aNDs OIIaN ORAEII [tt: OEM Dr. amm ma No; 69tO � STATE Of : -Z CHNtLES A GARDEN JR a. a 3 —,Y&14 OME RM NASD WMMK a® In 7=0 S1D7 NEE UNIT LAYOUT & SCHEDULE �k S-2 C 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 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 k EXISTING; 7TH EDITION; 2020 3. WINDOW BUCKS ARE TO BE 1X6 OR txB, #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 T0, 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. uArnunv AD nnunn WINDOW/DOOR BUCK ANCHORAGE WINDOW REPLACEMENT HUTCHINSON ISLAND CLUB -UNIT 802 10410 OCEAN DR OCEAN DR JENSEN BEACH, FL 34957 rm s m ENGINEERING CIVIL • STRUCTURAL •'MARINE CSM ENGINEERING, LLC ZO8 SW OCEAN BOULEVARD STUART, FL13RIDA 34994 772.220-4601 WWW.CS M-E.NET CERTIFICATE O F AUTHORIZATION: 29057 11E DN6TIEEFItt IENE7FY F FMW RFSF B IS/HM C 11M LW CMW AM OVER PROPENIY RN M VASE RANG AID WNNC9 ARE NOT M BE REPA00M OW1I0. MPIA OR AM00 m ANY 7NPD PARTY N ANY FUN OR WREN NK990 M NnW FFASF 09aMD 7W WRESS NROTFN FONE N1 AND MNW OF CM DWEF7S19, Uc M OOCIMNT, BE K4% AND OMM NWNOWW HMA AS AN N MNW OF PMFB3DML SEANCE 5 PNDPBOY OF CM DNCNMK ur AND 5 WT M FF USM N NDIE OR N PARE FOR ANY OMEN PRUM NIWUf 71E VWM MnOWAMN OF C91 DENfE M Ur. CSII DCHEM UC COPIINFB e*DIS NOTES h COMMENTS ALL OFDNSOIS SNALL BE VEINED N THE FEID BY TIE CONMWM TIE CWMCM 5 TESPONM FOR 71E CDOWWOON OF ALL ONDO 6. ALL 9MB MIrM POW TD 11717' AM OES m BO 0M IAMII MA Bp OEM P. CIANFS Ma sOOE: A: am PAOE64 k Noj 76910l ts �0.-STATE OF �i�� FCQRIDP= .•G��'e CHARLES A DAM JR �3 d DATE F1Om1 IDL7H® P06MEL flNlE91 7N10 stir wo DETAILS �k S-3 MIAMI'DADE DTL1hll-DADE COUNTY, FLORIDA ® PRODUCC CONTROL SECTION " 11805 SW 26 SIG=L; Roo.208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, F1.6da 333I'5-2474 NOTICE OF ACCEPTANCE (NOA) m7n iamidtidc.envAiuilding PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This VOA. 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 die Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (1n Miami -Dade County) and/or the AW (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 MU 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 ofthe applicable building code. This productis approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR771OA" Aluminum Horizontal Roller Window- L.M.I. APPROVAL DOCUMENT: Drawing -No. 7710NOA-1, titled '-Aluminum Horiz. Roller Install (LIM)", sheets I through 19 of 19, dated 06/30118, with revision A dated 03f11120,,prepared by manufactmzr., signed and sealed by Anthony Lynn. Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice ofAcccptanceriumber and expiration date by tholviiarni-Dade County: Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent, label with the manufacturer's name or logo, city; state, modelfseries, and following statement: "Miami -Dade County. Product Control Approved", unless otherwise noted herein. RENEWAL ofthis NOA shall be considered after a renewal application has been filed and there has been no chango in die applicable buildingcodc negatively affecting theperforrnancc ofthig product.. TERMIPL TATION of this NOA will occuraf ter the expiration date or if there his beea a revisioa or change in the materials, use, andfor mauufncntre ofthe productor process. Misuse ofthis NOA as an endorsementofany product. jor sales, advertising orany otherpurposes shall automatically terminate this'NOA,.Failure to comply with anyyscction.of this NOA shall because fortcrmination and removal ofNOA" ADVERTISEMENT The.NOAhumber preceded by the words Miami -Dade County, Florida;. and followed by the expiration:date may be displayed in advertising literature..Ifanyportion ofthe NOA is displayed, then it sha11 be done'in its entirety%. INSPECTION:,A copy ofthis entire NOA shall be provided to the user by the manufacturer or.its distributors and shall be available fncinspection at [boob site at the request of theBui[ding Official. This NOA revises NOA Nb.18-0627.01 and consists ofthis page 1 and evidence pages E-1, E-2, E-3 and E-4. as well as approval document mentioned above. The submitted documentation vvas reviewed by Manuel Perez, P.E. NOA No. 20-0406.04 Expiration Date: August23, 2023 Approval Date:-August27,2020 T11-1,10 Page 1 rABLE-Y. 11$'AN GLASS - osa•we f,5°AN GLASS' 30 PRODUCT -th.REVISEo plYyoas wlm ma no,Im 24. 1?No. auMJM tle GLASS ar1F. NOA-No. 20.6406.04 FJlTER10R E OaN• H/2,, a 74 ew> ZN1 r� _: sn u Mlam�,Patla P. tC?}Itml GLASS TYPE 1 A) NO CHANGES THIS SHEET. JR - 03/11120 m a Ill N MHSGLASS 31t6'AN GLASS a o 'ro .098" PVa ,.Sr Pva N CD o 30 1>g•HS GlA55 30 Y1VMGLAs$ j N i 1 �o Z 24 23 J_ O li TAnIEaz I •NOM. 12'Npd. =,dam 3 n Goss slTE GLVSGIiRE crOd EXTERIeti IXTEPIOR m vna aN T¢ .7q o-Z Z t4 GLASS TYPE -32 GLASSTYPE3 - o o L..._. 11•t6•NOM. Il��yyL� -S'NOM. ® fV I GL STACK GWSSSTACK K N ly O AIRSp_E �� AIRSPACE .a9r We O 2 " La'TFAWEREO ,. W-AN shr ANOR' ,iy j G. O GLASS G1455 TP GIA55 I la`ANGLASG Z Z -AC.OFOR GLASS 7YpES Z 3. 88] 31 74 31 74' _ 3 W = 7&R 1 !?NOM. �oR 1 tN•NON. Q 0 DUBS Irre GLASSSDE EXTERIOR "713,1OR. - a a (eDA &R - GLASS TYPE GLASS TYPES ( EALED7 *;; rvp. 56705 GLASS TYPE 7 (TEMPERED) *" NOES tt dVERALL mr7u TWi DIME•iarox$siforvwlaRrurECleAL rv+arva � � Ztl d:' EOUALgEG WINDOM SLIWPACr i•FROMTNE TW TO; DIDINENSIONW THETnB ,TODETE.UNE7HEWINOOWSUM �ii �QAfAL. E� •�` 21FORSQEB NOT SHOY.M, RODNO. UPTO TNENEMAVAILAaIESRE. A LYNNNI-L!7✓. PF. ' PF.pNIrG9 05ere0 Width Glass Type: 1 Design Pressure (Ibs/1t21 forXO & OX Windows Meeting Rail: Stentlard 21-1/6' OLerall Hgt. 3T O•.erall Hgt. 49"'OTemll Hgt 55" OTerall Hgt. 69" OLelall Hgt. 20" +65a $5.0 -65.0 +65.0 =65.0 +65.0 $5.0 +65.0 $5.0 25" +65.0 $30 $5.0 +65.0 -65.0 +65.0 $5:0 +65.0 -65.0 3T +s5.o $s.D $s:o+s5.a$s.D+6s.D.$s.o+sso$6D49" +�,D $5.0 K65. $5.0 *65.0 $5.0 r85.0 -85.0 +fi5-0 -65.0 61+6$.0$5:0 $5.0 *55.0 $5.0 +H5.0 $5.0 +65.0 $5.0T+g5,0$S.D $5.0 +65.0 $5.0 +65A $5.0 +65.0$5.074" +65.0 $5.0 $5.0 +85.0 -65, +65:0 -65.0 +63:3 -63.3 Dre.ii Design Pressure Ib Glass Typos. 2, 3, 5, 6, 7 ( slft77forXOB OX Windows Meeting Rail: Standard Width 21-1i6° 0leiall Hgt.. 3T LhemlLHgt. 48" OLeLall Hgt 55° Otelall Hgt. 63" Overall Hgt 20"+65.0 -60.0. +ss.o $o.a +65.0 $a.o +es.o. $o.o +ss.o -4w.o 25• +e5.0 -BD.O +85.0 $0.0 +65.0 410.0 +65.0- $0.0 +65.0 $0.0 3T +ss.o -fio:a +6s.a 4to.o +6s.D $o.o +ss;o $o.D +es.1r $o.o _ 49° +65.0 $0;0 +65.0 $0:0 +65.0 $O.a +85.0 $0.0 +85.0- $0.0- 61" *85.0. $0:0 +H5.0 $0.0 +BS,D $n0 +850 $0.0 +fi5.0. $0.0 6T +65.0 410.0 +85.0 $0.0 +65.0 -60.a +65:0 $0.0 +fi5.0 -79.2• 74" +05.0 $0.0 ±85.0 =80.0: +65.0 $0.0 +65.0 $0.0 +65.6 -72.2' MANUFACTURER WIND PRESSURE SCHEDULE WINDOW REPLACEMENT HUTCHINSON ISLAND CLUB -UNIT 802 10410 OCEAN DR OCEAN DR JENSEN BEACH, FL 34957 C:. = M ENGINEERING CIVIL • STRUCTURAL a MARINE CSM ENGINEERING, LLC 20B SW OCEAN BOULEVARD STUART, FLORIDA 34994 772-220-4601 WWW. C S M-E. N ET CERTIFICATE OF AUTHORIZATION: 29057 THE DriW MW E1IP115MY MOB W/1ER CUM LAW COPftd(iR AND OM PROPERTY MM IKE BANS AND DRAl MM ARE WT M E , OWI M COPED, OR AMM M ANY TEED PMIY IN NIT' I= OR WHO MTSOEYER R10DIR FIM OtiNW TIE BMW NIEIIEN P4AMEM ND COMU W CM DRikFRPD, Ur, 7M DOgDENT, TE ®FAS° AND DFSCI6 Illm"OROM 1El X AS M 111MUENF OF PMF1SMK SEANCE I5 PROPFRIT' OF CSII BDIEIIED, IFC AND 6 WT M E USED, N !IDLE OR d Pt1RT FOR ANY 08 PFDNOI MOOD, TIE TWIDI M111111M1ODN OF CSN 001IMM DC CM �D, IEC L'OPOW -=5 NMS k C01110 lS ALL DFfI®IB SINLL E VW0 N TE MD lff BE Cp1MICIM 71E CONDOICM B tESPONSE E FOR 71E COORDR ION OF ALL OIE1B016 ALL st•AL9 1L016171D PSIM M MAW FLDIS � W. Otr6 O M WJM 1M MEMM lib OIMB 011Rap MAE AS Sall PKW +: N0.,7010 '<~Q" STATE-OF--\`l ZY - ll `III 1 rt CF11YtlFS A DA D JR • a ia� WOE I1QD1 I� NOF.s�LIL OYEDI a 1RRIo RFFf 1RYE NOA PRODUCT APPROVALS �k S-4 C- P Anchor Quantities for XO &-OX Windows Giese Types: 1 tn Meetlrlg. Bair: Standard 21.I/W Owral Hgt, 37' Overall Hgt. 49' OMuall H9t. 55. 0 -Adl H9L 63" Omall Hgt. Head $ Sill Head & Sill Head $. Sill m Head & Sill w Head $ Sig 20' 1-C2+1 2 1+C2+1 2 1+C2+1 13 1+C2+1 13 1+C2+1. 3 25" 1+C2+1 2 7+C2+1 '2 1+C2+1 13 1+C2+1 31 1+C2+1 3 37- 1+C2+1 2 1+CZ+1 Z 1+C2+1 3 1+C2+1 3 1+C2-1 3 4g" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 61' i+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 6T 7+C2+1 'Z 1+C2+1 2 1+C2+1 3 I-C2+1 3 1+C3+1• 3 74' i+C2+1 2 1+C2+7; 2 1+C2+1 3 1+C2+1 3 1+q+1 ' 3 Glass TYPES: S thN 15 Anchor Quantities forXO & OX Windows Meeting Rail: Standard Overall Ndth 2t-1B" Ove.11 Hgt. 37" 0-11 HgI. 49" OMNaa Hgt. 55' Overall H9t. 63" Overall Hgt. Head $ Sill m Head'$ Sill m Head & Sill Head $Sill E Head & Sill m I� 20" 1+C2+1 2 1+C2+1 2 t+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+CZ+1 2 1+C2+1 3 i+C2+7 3 1+C2+1 13 37" 7+C2+1 2 1+C2+1 2 t+C2N 3, 1+C2+1 3A21C3-2 41" 1+C2+1 2 1+C2+1 2 1+C2+1- 3 1+C2+1 3 61"' 1+C21. 2 1+C2+1 2 1+C2+1 3 i+p+1 3 6T t+C2+1 I2 2+C2+2 2 2+C2+2 �3 2+p+2 374" 2+C2+2 z 2+C2+2 2 2+C2+2 3 2+C3+2 3 Glass Ty Pas: S Anchor Quantities for XO & OX Windows ean Meeting Rail: Henry4Duty Overall width 21-11W OMsall Hgt. 37- 0-11 Hgt. 49" Overall Hgt 55' Overall Hgt. 63" Overall HgL 76' Overall Hgt. Mead & Sill Head $Sill m Head $Sill Hsad$ Sill Head 8 Sill m Head $Sill m 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 25" 1+C2+1 2 1+C2+1 '2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 3T 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 49" 1+C2+1 2 1+C2+1' 2 1+C2+1 -3 1+C2+1 3 1+C3+1 3 1+p+1 4 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+01+1 4 6T' 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+p+2 3 2+C3+2 141 3 2+C4+2 4 76" 2+C2+2 '2 2+C2+2 2 2aC3+2 3. 2+p+2 3 2+C3+2 2+C4+2 5 GUIDE TO USING ANCHOR -QUANTITY TABLES FOR XO/OX WINDOWS: / IT-oz ZZ1R '1�' MEERNGRAIL I} REPEAT ANCHORPATTERN Ai SILL 12•MAIL O.C. WmAK.O.C. 1 I a '2-ANCHOR 3-ANCHOR CLUSTER DETAIL CLUSTER DETAIL 6'MAR.O.G +•� l � t 4-ANCHOR CLUSTER DETAIL NOTE ;, 1}OVERN.L MPTO.RP) DIMENSIONS SHOWN. FOR EQUALIEG WINDOWS, SUSTRACT 1• FROM THE TIPTOTIP GPAENSION PLTHE TABLE TO DETERMINE THE W WDOYISRE. 2) FOR SIZES NOT SHOMd1. ROUND !!ETD THE NEXT AVAILABLE 51�. MANUFACTURER CONNECTION SCHEDULE INSTALLATION OPTION 1 INSTALLATION OPTION 2 ANCHOREDTHROUGH FRAME WT02XWOOD FRAME ANC,0RED THROUGH FRAME OR BUCKBIMR SEE,NOT172, THIS SHEET. DIRECTLYMOCONCREM10MU. /N. MA% SHIN {�- EDGE.OISTANCE EMBEOIA=NT I BETE 1, LE FO NOTE B, FOR HEAD TYPE SASHVISIBLE .,.I ' O EMBEDMENT �'E LIOHTWO)TH 1 R+a+ DLsrArvcE �-1 MLE OVERALL "EIGHT i!t MAX, 3r@d EXTERIOR ..- • I � TYR ANCHORTY DIST FABEDIIFNTAW INSTALLATION OPTION 2 DISTANCE PER S SEETABL519. ANCMOREDTHROUGH FRAME DIRECTLYINTO:CONCREIEOC PRODUCT REVISED eWlEtopyeoJe ON tb FIudN NoaHa: 20-0406.04 Eapiratlon Date• 2 2 2 Br•. Yla ad_ M1aded'Cq.bal A) NO CHANGES THIS SHEET. a JR-03K1120 o $ w wa O D) zo 0LLo w z m U j d n> V N .ku 0 z �zW w a. � LL O ka O a P4 } IV a H ° a z> s _ Or Q 2: K O - ° n z = Q vJlluarq,. * : Nn. 58705 INSTALLATION OPTION 3 OREDTHROUGHFRkWEANDIXBUC MKSTRP NTO.CONCREMCMU. SEE NOTE 2 THIS SHEET. iM•6L{X.SHIM -+{ EMBEDMENT Ir PRODUCT REVISED Goa wit0 ttw Homo i EDC� •- • 17 36fl%ED ' r DISTANCE eolWirg NOA-No. 20-040S.04 VISIOLE I LIGHT WIDTH. � ' EmlmYoe Date• en3r2023 9y: Q ' II Nbm Pale Prod , e.or A) REVISED ANCHOR TYPE TABLE., s e JR-03111(20 oisT,wcECER._...•..-, ovERAU. WmiH SUiIOTE aB_roAEiiEATa.TYPe9. HORIZONTAL SECTION A -A (SHOMM WRH LG. GLPZINE)' HORIZONTAL SECTION C-C ,SHOWN WRH MONO, GUV.IDIG)' NDTES 1) USE ONLYSUBBTRATEAPPRDPRATEANCHORS USTEO ON TASLE 19. FOLLOW EMB[OMENI AND ®CE OWTANCELR4F5. ANY INST NDOW-N OPROttBHOWTT WtYBE USED ONANY 810E OFTIEVMNDOW.. MASONRY ANCHORS MAY tlE USED INTO W QOD A$ PER TABLE 19.AU-WOOD BUCKS LESS THAN 1-12'THICKARETO BE CONSIDERED NI INSTALLATIONS IRECTIL D O SU SATE WDOD ACKUNIT 1ICIEDASL ARE 1,IMTOSORGRTE WOODBUCKS (MENEDAS)SAREMDESI IC1(ORORFATERIX ANDS BUCKS LOADS TO THE BE WCOID IDro PROPERLY TRANSFER LOADS TO THE R SPON 6I WOOD BUCK 4DESIGN GPIEE ARDINSTALLATION ECOR RESPONSIBBITY OFTHE ENGINEER ORARCHRECTOF REWRO: 3,NSOTLE UDM WIDTH OR t¢IGNT(AL50 REfFRREDro A6 MYLIt3{ti OPENMG}LS'MEASURW FROM BEADWGTO BEAOWG. EXTEROR' SNOTF S FCR HEADTYPE p. . +I 1u•MAIC BHW Ov INSTALLATION O, o OPTION 4 = aANCHOREDTHRWGH I FRAMEINTOMETAL n } Tw.aNcnoaTYPE EMBmMENTANO ro Z AncM1or SI�SMe Min. Edge ' DNrarlLa Mvn. Embcemcn! 9bAAda PAMISG+a551 9ne• 13,8• F125taeL 18E'M410 Abm mm. 31C O.OSi' SS S— A31.81r - ' smn SIC181W, orm mm yr 31r G.osr 0.04 08Ge) 114.410SS CmOe-O/ .315 keD 1• 131<• CrtCFlor UlgaAaa mu, (ASIM Ogg) SauHem Pine 18G--0 1 P, 1• 1.11, 1318' f!a'Sreel C.nmela(aliA-2B9.5 r 1Zr UItM n UrgmuC4 rWU, V15IM C301 b12' 1-V! 1!4'S[eal CNmmlefmirt BmIWJ I-wv f3lr MPamma IpplM4edWU: vzR4 O•m) SwNem PHa (SG-O.SS) I-11Y• 1" 1-Ir —r MANUFACTURER CONNECTION TYPE A) WN.OF 3 THREADS SEYONOTHEMETAL SUBSTRATE B) USEONLY FLATHEAD ANCHORS W HEADANO SAL. PANDIDOFIATIIFAD TYPE ISALLOWABLEFMR ANCHORSINTHEIAMSS. CI •UNOROUTED CMU• AUEMY 111 USF0 FOR DNN PUClM. aOtiY 'y No Se7oa '�P WINDOW REPLACEMENT HUTCHINSON ISLAND CLUB -UNIT 802 10410 OCEAN DR OCEAN DR JENSEN BEACH, FL 34957 rmsm ENGINEERING CIVIL • STRUCTURAL a MARINE CSM ENGINEERING, LLC Z08 SW OCEAN BOULEVARD STUART, FLORIDA 34994 772-220.4601 WWW.CSM•E.NET CERTIFICATE OF AUTHORIZATION: 29057 THE DOW Rk7✓EHf F]ffl✓ESSLY RFg7Es HISAIEt MOM LIIE COIMGIR 1N3 ORER PROPERTY R14119. OESE PW6 AND WMNPS. ARE NOT to E RFPROOIM CIWIGIA COPED. OR ASSWWFD MANY 1HN PARTY N ANY FOIE, OR WINNER MINISOEVER IRIHOUT FIRST OffMM I E DEL= NRIfIEN PERIL N AID CONSENT OF MN DO EF)IEIg. 110. TEES DO=W. 71E DFAS. AM OEM NM WILED HIM AS M D61111 I OF PROF65MK SEANCE 6 PROPFAIY OF CSM ENGINE MN LID AM 6 Nor M E USED, N WHOLE OR N PART FOR ANY OIIE)I PRQELT MI W THE VWIER ROHOW11DN OF CSM DREEIM I.M. CSII 9DIEF7✓1 I10 COPIIRRIT ,2015 NOTES & COMMENTS ALL DEEMS SMALL E VFAEED N 11E FIELD 91 THE CGIOR CIOR TEE CONIRC OR 6 RMPONSI E FOR THE CONmEM110N OF ALL MENS L4 ALL SAES MIXED PEROW M n'XIY I = OF5 a RY: Grill aim ORAEN BO OEM BY. MWB aim WAL AX OW I PRDEL4 k c3 No: 76910' SINE -CIF- FzoR1opc,..C, 1 al MqRlES A TLu M JR a •a a TE R®1 I� I Dom In 0 SIEEY LAME: NOA PRODUCT APPROVALS 9Wk S-5