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HomeMy WebLinkAboutRevisions; Curtain Wall System - StorefrontOFFICE USE ONLY: ( ' DATE FILED: 1 I ' —C�—\ PERMIT # REVISION FEE: - `q \.P 2y_A � FILE COPYRECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 3191 Jet Center Terrace, Fort Pierce, FL 34946 DETAILED DESCRIPTION OF PROJECT REVISIONS: Curtain Wall System - Storefront CONTRACTOR INFORMATION: RECEIVED FEB 11 2021 Permitting Iurartm,nt St, Lucy bounty STATE of FL REG./CERT. #: GCG-025760 ST. LUCIE CO CERT. #: BUSINESS NAME: Ahrens Companies QUALIFIERS NAME: Gerald P. Holt ADDRESS: 1461 Kinetic Rd CITY: Lake Park STATE: FL ZIP: 33403 PHONE (DAYTIME): 561-839-2838 FAX: 561-863-9007 OWNER/BUILDER INFORMATION: NAME: Board of County Commissioners St. Lucie County, Florida ADDRESS: CITY: STATE: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: Avcon, Inc ADDRESS: 555 SE Michigan Street, Suite 250 CITY: Orlando STATE: FL PHONE (DAYTIME): 407-599-1122 SLCCC: 9123109 Revised 06130117 MVISION ZIP: 33822 RECEIVED Submittal #08 41 13-6.1 .1 08 41- 13 - Aluminum -Framed FEB 1' 1. 2021 permitting Dep artment Entrances and Storefronts Ahrens Companies St. Lucie County Project: 18-000037 - MRO HANGAR - TREASURE COAST INT. 1461 Kinetic Road AIRPORT Lake Park, Florida33403 3191 Jet Center Terrace Phone: (561) 863=9004 Fort Pierce, Florida 34982 Fax: (561) 863-9007 Aluminum Storefront YHC3000G-HVHZ SPEC SECTION: 08 41 13 - Aluminum -Framed Entrances and SUBMITTAL MANAGER: Cris Panebianco (AHRENS COMPANIES) Storefronts STATUS: Open DATE CREATED: 09/01/2020 ISSUE DATE: 09/01/2020 REVISION: 1 RESPONSIBLE SASSER COMMERCIAL GLASS, INC. mm RECEIVED FROM: Ray Sasser CONTRACTOR: RECEIVED DATE: // SUBMIT BY:. 08/14/2020� FINAL DUE DATE: 08/21/2020� _ LOCATION: - MRO Hangar TYPE:.Plans COST CODE: APPROVERS: Sue Finney (AVCON ENGINEERS & PLANNERS), Ian Johnson (AVCON ENGINEERS & PLANNERS), Robert Palm (AVCON ENGINEERS & PLANNERS) BALL IN COURT: Sue Finney (AVCON ENGINEERS & PLANNERS), Ian Johnson (AVCON ENGINEERS & PLANNERS), Robert Palm (AVCON ENGINEERS & PLANNERS) DISTRIBUTION: Robert Palm (AVCON ENGINEERS & PLANNERS) , Peter Jones (St. Lucie County) , Ian Johnson (AVCON ENGINEERS & PLANNERS) Sue Finney (AVCON ENGINEERS & PLANNERS) , Scotty Beaulieu (St. Lucie County) DESCRIPTION: See the attached storefront shop drawings and products approvals for the YKK AP American; Inc. YHC 300 OG-HVHZ-Curtain Wall Systems. The attached has the missing pages Noted. The shop drawing elevations are per field measurements. Please disregard the original floor plans. The engineering seal does not show well in copies. ATTACHMENTS: Storefront.shopdrawinas field verified.odf Storefront,odf M I W IT, I111iEllRh►[e7 iINJlueirlU # NAME SUBMITTER/ APPROVER APPROVER SENT DATE DUE DATE RETURNED DATE RESPONSE ATTACHMENTS COMMENTS 1 Sue Finney Approver 8121/2020 •Pending 2 Ian Johnson .Approver 8/21/2020 Pending.: 3 Robert Palm. Approver 8/21/2020 Pending VL : copy Ahrens Companies Page 1 of 2 Printed On: 09/01/2020 11 :23 AM AHERNS COMPANIES. 1461 KINETIC ROAD LAKE PARK, FL 33403' Shop Drawing / Product Date Review REVIED BY Cris Panebianco DATE 9/1/2020 REVIEWED FOR COMPLIANCE APPROVED APPROVED AS NOTED Il REJECTEDEl Review is for conformance with -design concept only and intent and general compliance with contract documents/specifications. Subcontractor shall be responsible for all quantities, dimensions,: compliance with documents and related codes, verification of work and:trades and fabrication'or techniques of construction. 084113-6:1.1 - is being revised from :Arch'itect , Site Visit inspection& photos. Refer. to Architects note on Storefront DetaitSheet 2 of . 3..: 10:27 am, Oct 13, 2020 MLM:has Revised Submittal 084113-6A,61For, Clarification to Cor.rective.Action Plah,`Ri fe'r to Sheet 2 of 3. 1:37 pm, Oct 20, 2020 z F-I N Daniel Maciejczyk 10-12-20 BY DATE Submittal #08 41 13-6.1 08 41 13 - Aluminum -Framed Entrances and Storefronts M T .M—MARTIN .. WA .... ARCHrrECTS, INC. Shop.Drawing Review ❑ No Exceptions Taken ❑ Revise and Resubmit ❑ Rejected ■ Exceptions Noted CORRECTIONS OR COMMENTS MADE ON THE SHOP DRAWINGS DURING THIS REVIEW DO NOT RELIEVE CONTRACTOR FROM COMPLIANCE WITH REQUIREMENTS.OF THE DRAWINGS AND THE SPECIFICATIONS. THIS CHECK IS ONLY A REVIEW OF THE GENERAL CONFORMANCE WITH THE DESIGN CONCEPTOFTHE PROJECTAND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR: CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS: SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION:.000RDINATINGHIS OR HER WORK WITH THAT OF ALL OTHER TRADES AND PERFORMING -ALL WORK IN A SAFE AND SATISFACTORY MANNER. Submittal ar 084113-6.1.1 Aluminum -Framed Storefront Reviewed. By: By DLM at 9:45 am, Oct 09, 2026 AVCON COPIES TO Ahrens Companies Page 2 of 2 Printed On: 09/01/2020 11 :23 AM YKIK YKK AP AMERICA, Inc. �1Pf YHC 300 GG - HVHZ Curtain Wall Systems INSTALLATION NOTES: L ONE(1}INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLI:55 OTHERWISE STATE0. Z. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM NUMBERS OF ANCHORSTO RE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF e3/Z INCH OF THE DEPICTED LOCATION IN THEANCHOR LAYOUT DETAIL (LE., WrrH OUT CONSf..RATIONO TOLERANCEj.TOLERANCE ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT, 4, REFER TO SECRON7&8 FORANCHORTYPE; SUBSTRATESTRENGTH,EMBEDMENT,&EDGE DISTANCE REQUIREMENTi FOLLOW MANUFACTURER INSTALLATION INSTRUCTIONS FOR INSTALLATION U F.. ORS S. MINIMUM EMBEOMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT UMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING, 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANTCOATiNG, 7. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR. MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN. SUBSTRATES WOH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFR;D BYTHE ANCHOR'MANUFACTURER. ADHESIVE ANCHORS MUST BE INSTALLED BY PERSONNEL CERTIFIED FOR THE SPECIFIED ANCHOR INSTALLATION.' INSTRUCTIONS: USE CHARTS As FOLLOWS, STEP DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WINOZONE USING APPLICABLE ASCE 7 STANDARD. - ,STEP2 SEECHARTSONSECTION r, FOR DESIGNLOARCAPACITY OF DESIRED GLASS SIZE; yTEP3. CHECK MULLION CAPACITY FOR AGIVEN SPACING, HEIGHT, SINGLE SPAN, TW N SPAN, MULTIPLESPANS AND CORNERS ON SECTION 4, STEP4 USING HEAD/SIU,ANCHOR DETAILS, SELECTANCHOR OPTION FROM TABLES ON SECTION 7 & 8 WITH RATING MORE ,DESIGN THAN DESIGNLOADSPECIFIED IN STEP I ABOVE. STEPS CHECK INTERMEDIATE ANCHORCAPACITY FOR MULTIPLE SPANS USING'CHARTSOR DETAILS ON SECTION S. STE pG THE LOWESTVALUERESULTING FROM STEPS 2,3,4AND 5 SHALL APPLY TO ENTIRE SYSTEM. GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED ANDMANUFACTUREDTt CpjLAPLY WITH THE CURRENT FLORIDA BUILDING CODE, INCLUDING REQUIREMENTS FOR HVHZ, 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCAETE%MpSONRY, 2XAND STEELSTUD FRAMING ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDINGAND TRANSFERRING APPLIED PRODUCT LOADS TOTHE FOUNDATIONI5 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD'FOR THE PRCUECr OF INSTALLATION, 3, 28SUCKS (WHEN USED) SHALLBEDESIGN EDAND ANCHORED TOPROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND THE INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT DF RECORDFORTNE PROLECTOFINSTALLATION, 4. THE INSTALLATION DETAILS DESCRIBEDHEREIN ARE GENERICANDMAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE, IF SITE CONDITION CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARESNESPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT, S. TMS PRODUCT DOES NOT REQUIRE IMPACT PROTECTIVE DEVICES, UL MATERIALS INCLUDING BUT NOT UMITE070 STEEL/METAL SCREWS, THAT COME INTO CONTACT WrTH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. Rearm) FEB 1' 1 1011 Permitting C Aewtm@nt St. Lucie County TABLE OF CONTENTS SECTION SECTION DESCRIPTION 1 'COVER SHEET & GENERAL NOTES Y ELE,VATION 3 VERTICALSECnONS 4 HORIZONTALSECr(ONS 5 DOOR CONNECTION DETAILS 6 ALAZING.DETAIIS 7 F, T& S ANCHORMETAILS B DEAD/WIND LOAD ANCHOR DETAILS 4 'COMPONENTS 4BILL OFMATERIALS NK' 9s fli<<y ap1lospires YKK AP AMERICA 7229 RAYY 441'0YPA$$- DUBUN, G[ORGIA 31D21 PH: 44ZE1277.1955 FAX! jG/8}8A-f[I01 z� 0 5 Cc,9 ISQQ F Zzia� off. z oao tiI— a DO Uj � a �J U W a: LU W a G LD W F 0. REMARKS BY I DATE signed b ��-II��(r��gF. NDrerO, I araebb dATi D ►duc urrien Sao;,• P•'`" 39E E Di1N41 I6iR 9L.VD:/ 338 DMA MAOL FL 350D4 FBPE CM; OF, AUTHORIZATION Na 2DS7e FL #: FL13433 DATE: 7.17.17 StALEi DWG. #I: FILE C®Py PERIMETERSEALAPLT , STANDARD MULLIONS - VERTICAL SECTIONS FA BACKCR'RODBY OTHERS PERIMETEP,: IN5TALLAT(gN ANCHOR & BACKER ROD BY (SEE SECTION 7)' r as H1. INTERIOR INTERIOR 1 WEEPHOLES: 1] Wl n 5/16TDU�. WEFA;HpLE11=0 PBR CIA, GPNG, EXTERIOR SEE GLAZING INTERIOR =Ar 1)3 Pavers FBOM vERT!Cals OPTIONS SEC71ON5 W2 =S/A5DIA.WEEP HOUSTHREEP91t1a, =AT3" FROMVERTIC4Li AND CEWEROF O.L OPNM 6 NOTE: iq u SOLID,SHIM UP TO 1/4"MAY BE USED BETWEEN u ANCHOR&SUBSTRATEIN„CREASIN6*6C,A(JLK JOINT TO1" AL)OWABLE UNDER TN15. 12 rP 19 CANDITIOAI. A2 48 ,w INST`AOATION ANCHOR 4k P.E111METERSEALANt (SEESECTION �) BACKER ROD BY OTHERS, Q. VERTICAL SECTION STANDARD MULLION MONOLITHIC GLASS.. PERIMETER.SEALANT: &.BACKER ROD BY OTHERS 30 , i9 NG SECTION 6 fi SECTI INSTALLATION ANCHOR (SEE SECTION 7) QEI81lljF ;� iltsRl�eS YKK AP AMERICA 1229 HWY44A OYPASS DU911H, G£ORGtA81011 PH: (478)277.19WFAXiWaMa_6a91 O Q-ali H o . Q Q � Z Z Z p LL U J � 3 cU IQ. tirn. s a, ? w. e3 <. �`��L 111171 b/lly�� ♦aa�pESF O� tl ro T T ttt`tI`j�S/C)N* A- ���f blddlb! ve FLORIDA P.E. No 7377as BUMNC DROPS.' RD 398 1--DANIA BEACH 130W j'338 DANIA BEACH. FL-33pW FBPE;CERT., OF_ AUTHIXtIZA1WH, Ne,$087E FL #: FL13433 DATE: 7.17- 71 awG�eR cH'HFN _- SCALE: N'TS_ Dwc.If YK:K204 SECTION; - 0 [5heet,4 of 59] • J' D PERIMETERSEAIANL g•LoNGATTOP ANDSOMPAWHEN-----"'-- -" B RACKER RDD BY / LJ MULLION END ANCHORSARE USI OTHERS AYUEAD-LOAD ANCHOR STANDARD DUTY MULLIONS- HORIZONTALSECTI0NS INTERIOR OPTIONS Slam 6 A 61 — 17 61 �ccoWulda V 37 61 S- Ott 1'LAUNG EXTERIOR OPTIONS'S.ECTION 6 OPTIONS SECTION'6 OPTIONS SECTIOyb D.LO.r`Ou O.LO, - 3'-0 FRAME WIDTH gPENINGWIDTH HORIZONTAL SECTION HORIZONTAL SECTION HORIZONTAL SECTION �3 HORIZONTAL SECTION STANDARD IC MULLION 5TpN0AR0 MUL" STANDARD MULLION (SINGLESPAN) MONOUTHICGLASS STANDARD MULLION (REINFORCED) MONOLITHIC GLA§S MpNOLITHICGLA55 MONOLRH",cu SS 'AdAK. DESIGN LOAD- M1N. GAP OPENING WIDTH MAK. GAp 195 .3 4° (" 12D. _ 96 2'' 1. NC7E: PERIMETERSEALANT ATTOP AND S07TOM 106kT ATIAMBS 5 NOR-STRUCTVRALAND SHAD. 9ESUFFICIENT TO PROVIDE PROPER BACKER ROD RQO BY - 343"LOIiG.N1UtlOtQN EkOANp ANCHORS USED LMU�'3"LONG 14 h'M •^`~ WTE,RIOR _ N'EATHEgpR00FING.SEALANT 10iNT5RE MAY VARY 1k ACCORDANCE WrtH OTHERS ANCHORS ARE USED EALA.NT'MANUFACfURER'S GUIDELINES ANDAECOMMENDATION AND SH♦ U,8E AT DEAD•LOAD ANCHOR AT DEAD•LOAD ANCHOR EVIEWEO8YTHEAUTHOROY HAANGJURLSDICIION. ._L'129'IONGANDEA-LO DA I apQtidiliy . ila�pii es YKK AP AMERICA 3279 H4YY 441 BYPASS OUBIIN.OEOMIA31021 Pflr(478)277.1955 FAX:(6781$39-6001 Z� NW z Q q �y C� �--4j G zI o¢ - z=b �, o s o mz N }m V' 0 m _ o or U rr a<0 F c REMARKS I BY I DATE F O�G . ~ ' f r TT tom: � F '••..��:�•'' Gam: ��� P. FIDPoDA P.E: Na 73778' BUILDING DROPS. INC 300. E. DANIA BEACH BLVD. 338' CANA..BEAM FL 330D� FDPE IERt OF,AUiNW02ATIDN.Na 2P3)8 > FIL FL13433. DATE:; 7.17...17 DWG. BY CHK.By. AR HFN SCALE: NTS I DWG.#: YKK204 SECTION: U [Sheet.? of 58] J CORNER:MULLION W/O REINFORCING SINGLE SPAN WFFH HOR120NTAL CORNER MULUON WIDiN' .IwCHTs FRAME NEI UicHEi . DP.(1,(-pSF1 880 7R0 ;a8 12D. 7D.0 ao' 63. STANDARD DUTY CORNER MULLIONS - CAPACITY CHART CORNER MULLION W/AWM REINFORCING TWIN SPAN WITHHORIZONTAL i 1 \446TRW IHA/ES FRAME HEIGHTOR WCHE9 Solo io CORNER MULLION WNTH- INCHES. f&AMEHEI6HT "INCHES ,Dp.j4/--PSFI 110 O ' a •120' T4.0 - 120' 63 WIDTH•W INcHCS m"EHEIGHT ._ INCHES DP {wj. pSFl 15D 9QA 'S2, _ SAA 1?D NDTH•W3 INCHES SPAN iZia ppl.l-"9 '4 150 -81. h4 7 99.0 9DA IN. WIOTEIEWS INCHEIES INCHES 9aO-_ . 60 320 1 asAOInAU:ilHllaB sE� E7EtnON6 £E4ELTRtN 4 SnICf tUtA AT. 11MI AT. ANCHOR ANLY CORNER MUWOR lOADCAPAClIY - (N-psm-TWIN SPANS CORNERMU1tION LOADCAP801Y VC/- P50 -TUNI SPANS. NOMINAL DIMS. SINGLESPAN WITHOUT, REINFORCEMENT SINGLESPAN W17HSTEEL , REINFORCEMENT TWINSPAN WITH SLEEVE REINEGRCEMENt NOMRJAL,OIMS., - 9W11 SPAN WITHOUT REINFRCEMENT SINOIESPAN WTTHSTEEL' REINFORCEMENT IWINSPANWITH . SLEEVE REINFORCEMENT MUL, SI+AC�NO jw Imp t {IM1} _ NEXT. r)11t INT. I- EXT. If} INT. (•� E at) INT () SPACING 1 EIGHT Ii'' 'W"o INi.(j INT. P} 36 " 42 Solo 9DA SOD. 36 42 48 ' 7B 90.o 90.0 - 90.0 ' Salo: 90:0 90A Solo '90A 90.0 90.0 90.0 90.0' 48 _154 SDA- I- -90.0 9Q0 -. 858. ' - 9DA Sao 90.0 �WID 90.0 " 54 80 .77.2�-.. 9" 90A 60 66 72 Sao 90A 9ao-- 70.1 - 20.0. 90A: Sao - 90.0 910 .66 72 643 Sao: 90.0• 90.0 -- 90A - 90.0 36 .42 12� 90.0 Sao " 36 42 &} Solo 90.0 901) Solo. gala .'90.0 SILO 90.0 9oA 83�3 9DA I - " 90.A. - 48 S4 ' Sao 90.0 solo 48 54 741' 9Q.0 -90A: 90D Solo 90,0 6fi.T Su Solo _ 66 72 - Solo 90,0. 9DA - ' fill . _ 66 60,6'- Solo. 400 -90A Solo, Solo SS,6r Sao 90.0> 90.0 SOA - 29a0 -2 -9DA 9010 9ILo; 36 42 90 Solo 9QA - 9010N42 '82.8 Solo Solo. 90A 9DA.' 90A '12.5' SOO SOA'54. soo SOD Sao- 48 64.4 9o.D9CA60 - '90A 9pA 90.0 SBA Min SOD` 9aD son 9p,0- 66.. 57-7::.. WX 90.072 'SILO 90A 90.p 483 90A 9ao 'SOD . 9AO 90.0 35 42 1?B 84.6 'Sao Sao 36. 4A R6 Sao Sole' I '90.0 MIS 90.0 9OA solo - 90A- 90A' 43d BOA SEW f8 - 54 90A 90,0' 9Q.0' 4B. 54 56A 90A 90.0 Bao 90A' 90.0: Sall 90.0. 9DA 60 .66_ 72 90.0 90.0- Sal) - : so 46.1 '99A 9aD -404 90A Sao' 423 6&o. 82,5 SOD 90A 90.0 _ 2 as .42 244 - 745 Sao 90.0 36 42 1112 911.0 Sao 90.0 6311 9DA .90.0 90.0 ' KO $D.O - � 553 90D 90.0 48-- 54- Solo 90.0 Salo 48 - 54' .so 49.6 Solo 'SILO 9ao 90.0 90.11 44.7- 90.0 - .' no. 60, 66 72 , 901,. Solo SILO 4" 88.1 . ' BW 9DA. . 9IL0 90.0. m 2' 37.3 - 8a8 75.8 90.0 1 9DA -9DA - 450439 : -659! 90A Solo .. 36 .42 505 90A ODD 90A. 'S6.5 9oA 80,0 9DA 90.0 90.0 49A -90A. 9D,D m 9ao '9DA -90.0 49 54 90.0 90A - 9OA 90A 90.p _. 39.S899 83.85' DOD. -sao goo so. 35.9 83.3 '76.272 90A- .9ao '.9Q.0 37.9 74.5 69S. 83.6 '9ao '9a9 -. 36 - 42 1{3 90A '9ao 'sob. solo :AO 90A .49 64� 9ao ... Sp.9 . -9oA, 'SO.O 9OA' 4ILo - ... 60 _ 66 Solo ". 80A 9ao 84S - Sao 9DA .77:8 90.0 to NOTE: , v 'Q ANCHOfi CUP OETAILATlAMB AN0'C ANCHORCLIP DETAIL ATMLfWON SEE SECTION 7 FOR DETAILS, WrMDUTTHISTABLEWAN51 N OWR'IWINSpAN i"'I _ Cltr�liry I U15jlLi>+5 YKK-AP AMERICA 32N HWY 442 BYFA55 DUSWIV, DEOR61A A1OU Ti! 14781277-19.$5 Fl1K: j67Bj8386W1 z Z m N W 0-dig 9;2 E x ljy U7 03u3a Z5 O <F g $ rn Z m m Q cr c m l uj b O DAMA IWACCK FLBEACH �33W4 TOPE CERT� �' AUTHOF9iAMON Na 29578 FL FL13433 Wt. 7.17E17 ow AR c� HFN SCALE: NTS ao [Sheet i4 of 58] MCONNECTION DETAIL X,5, "p FRAME MULLION / DOOR HEAD STANDARD DUTY/INSULATING GL45S STANDARD DUTY MULLION DOOR DETAILS (INSULATING GLASS SEESEPARATE APPROVAL FOR YKK DOORS 1) CONNECTION DETAIL 5 j/ FRAME MULLION /DOOR HEAD ^'� STANDARD DUTY/INSULATING GLASS r, -7)lIj CONNECTION DETAIL FRAME MU WON /DOOR HEAD STANDARD DUTY/INSULATING GLASS 15S SEE GIA21NG OPTIONS SECTION DOOR JAMB MULLION CAPACITY MAX. DOOR OPNG WIDTH A DP t+I' PSFa 96" _ 30" 90D 84" 38" 90,0 72" 46" 90.0 NOTE: FOR DOOR HEIGHT LESS THAN OR EQUAL1012011 !N. USE:ABOVETABLE. CDNCREumo METAUSTRUCTURE NOT BY YKKAMERICA INC, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, ------------ CONNECTION DETAIL SFEGLAZING FRAME MULLION/ DOOR HEAD, cx x7 2A a OPTIONS STANDARDL)UTYMONt1LITHICGLA55 SECTION 6 YKK FriI Quill ty i� I nfsliims YKK AP AMERICA 122E IIWY441 BYPASS 000UN� GEORGIA 31021 PH; A7BI277d9S5 FAX: P81838•6001 Li Z� 6 0� C7 N z m e Q Q W Z O� O mZ uQ m a w <00, H a 38B:L DMA BEAD{ El.YD, PeOAI4A BEACH, ft 31001 TBPE CM.. OFAUTHORIZATION. Na '20: FL #: FL13433 DATE: 7.17W DWG, BY: CHK. BY: AR I HFN SCAu, NTS DWG, a: YKK204 SEICTION: lJ D L5 (Sheet 12 of 581 INSULATING LARGE MISSILE IMPACT GLASS OPTIONS NOTES:: L CHART VALUES PROVIDENIAXIMUMDESIGN PRESSURES,ACCORDING TO,ASTM E1300.09 FOR GIVEN GLASS DIMENSIONS W AND lb'(a.,, b), AND CH:17 OF THE FBC FOR SIZES OTHER THAN TESTED ` 2. DO NOTEXCEED MULLION CAPACITY SELECTED OR ANCHOR CAPACITY IN DESIGN PRESSURECHARTS' BaERIOR GLASS TYPE IN' 15/16" CIA. I.G. CONSISTING OF: L/4•TEMPEREO 112' AIR SPACE I14' HEATSTRENGTHENEO _09W TROSIFOj, PVBJNTERLAYER SY'KURARAI , FORMALLY. KNOWN AS BLFEACTFE BY-DUPONT 114" HEATSTRENGTHENED FOR WIND ZONE 3 AND LESS, ONLY 15/16" NRI GLASS i SITE TYP. GLASSTYPB'S' 1 NOTE: I. .GLASS CAPACITIES ON THIS SHEETARE BASED ON ASTM E1300.04(3 SEC. GUSTS) AND CHAPTER 17.OF THE CURRENT FBC FOR SIZES OTHER THAN TESTED: SETTING BLOCKOUROMETER HARDNESS OF 70.90 {S"ORE A) AS REFERENCED IN CHAPTER 24. I. SETT(NG,BLO[KSTOBELOCATED AT9,/4SPAN LENGTH FOR GLASS WIDER THAN 36" AS PER CHAPTER24': 4. DID. MAY NOT EXCEED MAX DIMENSIONS GLASS CHARTS FOR GLASS TYPE. GLASSTYPE'O' AYER BY'KURARAY', FORMALLY BY DUPOI9T Ex"OR 1$/iW O.A. I.G. CONSISTING OF. 1/4" TEMPERED "AIRSPACE 'HEAT STRENGTHENED I'SENTRYGLASINTERLAYER. BY'KURARAY' (DUPONT) 'HEAT STRENGTHENED GLASSTYPE'U' 1/2", AIR SPACE. CONSISTING OF. •, SPACER: ALUMINUM BOX SPACER PRIMARY SEALANT; POLYISOBUTYLENE (PIBI, m SECONDARY SEALANT: STRUCTURALSILICONE INTENDED FOR FABRICATION OFINSULONG GLASS UNITS REFER TO 63A FOR INSULATING GLASS CAPACITY CHARTS - LARGE MISSILE IMPACT EATERIOR BrrETva. 15116" O.A4 LG. CONSISTING OF: 114"TEMPERED 42"AIRSPACE 1/4"HEAT STRENGTHENED .120"SENTRYGLASINTEALAYER BY'KURAMY' (DUPDNT) 1/4' HEAT STRENGTHENED KK. p Q1i15(i11Bs�'slolity. YKK AP AMERICA PA,(d7aR7>-3sss FAK:(btalaTa•sooL. 15/1G°O.A,I,G.CONSISTINGOF J 1%4" TEPdPREO YSJ16" O.A, I,G CONSISTING OF: s 112" AIRSPACE .1/4" TEMPERED 1/4• HEATSTRFNGTM09 1/2° AIR SPACE N W ,075`SAFLEXCP(VANCEVACOMPOSEEES)PVB -' 1/4"HEAT.STRENGTHENED iI—. i' B INTERLAYER BY'EASTMAN' (SOLUTIA) _090'SENTRYGLAS INTERLAYER ,C = 1/4"HEAT STRENGTHENED SY'KURARAY'(DUPONT) Z N. nh G W It".HEATSTRENGTHENED ` J 0 A z .93, ii OOWL08NIRG 99fr a DOWCORNING995 , p 3 l9 25 AA STRUCTUMIWinom 38UCTURAL_StUCONC p 2 -j W �. ErmtDR SEAIA Ir m 2 5. 3 a goM Q as/1651N p to O SITE TYP. <7 ui cc I to F` c GLASSTYPE'P' GLMSTYPE'R+ IREMARKS, BY GATE k'KTERAOR 15/3G" MIN. GLASS aIn TYP, GLASS TYPE'Q' b' D.L.O. PANEL DIMENSIONS PLOWlQ HEIGHT b' J-4 DLD WIDTH ,y. u10 IwGrIT a' ,DLO HEIGH r,U�j 15/16" O:A, LG. CONSISTING OF: 1/4"TEMPERED 1/2":AI0 504CE 1/4"HEATSMENGTHENED .060" SENTRYGLAS WTERLAYER BY IKURARAY'.(OUPONT) 1/4"HEAT5TRENGTHME0 1 FORWINDZONE4 .AND LESS, ONLY WIDTH WlbTFI WIOT}i HEIGHT 1. /j 39S C DAMABE Vol / 3396#4A BE. Ilk CERL OF AUIH � ,TION Na 29378 FL ff; FL13433 DATE: 7.17.17 nw AR cHKHFN • HEIGHT SCALE; NTS DWG.#t YKK204 CTION; {(j��]�j �:.J O V r (Sheet 30 Of 58] F, T, & S ANCHOR TYPES TYPE DIAMETER ANCHORTYPE SUBSTRATE MINIMUM EDGE MINIMUM DISTANCE EMBEDMENT MIN, 3000 PSI CONCRETE 'UNCRACKED' 31/4' MIN. 3000PSICONCRETE 'CRACKED OR 41/1" A 1/?" .HILTIKWIKBOLT TZ ,UNCRACKED' a s/B^ MIN. 4000PSICOFICRETE 'RACKED' 3�1/4" UNC MIM 4000 PSI CONCRETE 'CRACKED OR 33/4' UNCRACKED' g °HILTIHAS+HIT HY200 MIN. 4000 PSI CONCRETE ADHESIVE ANCHOR" CRAtmc OR 5' UNCRACKED IN0PSICNC EEFlIk"C I/2 POWERSWEOGE•BOLT• ° ETE 31SRM O `ASTM A325 OR SAE GFL ' S THREADED BOLT WITH D. Z" - NUT &WASHEROR 1/q"THICK, li35 'STEEL 11/Z'1 MIN.3THREADS ' DRILL&TAP, OR ELCO TAP -FLEX GR.5 PENETRATION BEYOND Sim STRUCTURE OR NUT SELFTAPPlNG BOLT" 1/ M TI D MIN.. PSI CONCRETE UNCRACKED' 35/3^ 4" HILTI KWIK 80113 MIN, 4000 PSI CONCRETE 'UNCRACKED' 4 - FOR SELF -TAPPING OR DRILL & TAPPED HOLES, MINA, E+ 1/2" SELF -TAPPING OR THREADED BOLT, MIN, MIN.3/S6"THICKA36 THREADS PENETRATION BEYOND STEELSTRUCTURE, SAEGR.50RASTMA325 STEEL 21/4' - FORSTANDARDDRILLED HOLES, PENETRATION TO Be SUFFICIENTTO MAINTAIN FULL ENGAGEMENT WITH NUT& WASHER H 3iB" SLMPSONTTTENHD 141N.40M PSI CONCREM CRACKED OR 35/8" 31/4° UNCRACKED' HILTIKWIKBOLT3 MIN.4000PSI'CONCRETE 'UNCRACKED' 4 25/16` 1 5/i6" ELCO 0AIL-FLEXPR HILTI KWiI(•FLEX MIN.I6 GAUGE _ 3/0 MIN.ATHREADS SELF -DRILLING MIN•F 33:7t Y' PENETRATION BEYOND STEEL STRUCTURE ELCO CRETE FLEX 554 MIN'3500PSICONCRETE 'UNCRACKEO" 13/4a 13/4" TK#14 iHILTlRWI$CONIIr MIN.2000PSICONCRETEUNCRACKED''13(4"HALFEN TEE•BOLT GR%B9FORUSEWITH HT3512 & HT6112 MIN. 40W PSI CONCRETE CRACKED OR PER HALFEN'S SPECIFICATIONS HALFENCASTIN UNCRACKED' 3^ HT3512 = 31/8- HT6112=63/8" CHANNELS N 319" Power Wedge BotL♦ MIN 3000 PSI CONCRETE B 1/4: a14 WOODSCREW 0 WOOD IMIN 5!1=0.551 1/4" GR 55M SCREAf i/4° ELCD ULTRA -CON MULLION SPACING•OR BAY WIDTH,'W'; FOR T-ANCHORS W = Wl+ W2 2 MULLION SPACING OR BAY WIDTH,IW', W=Wl FOR' F=ANCHORS AT JAMBS MULLION SPACING OR BAY WIDTH,'W', FOR F-ANCHORS AT 'W = Wi + W2 VERTICAL MULL WITH 2 DOORS *REFER TO SECTION 2 FOR ILLUSTRATION OF DETERMINING MAX. TRIBUTARY WIDTH 'Wl, F-cU 7 CLI YIHK PQuality iltspiles YKK AP AMERICA 2M MVY 441I WARS oueuy, GEORGIA3HL21 PHI J4781277.1955•FAX:.1678183&III •jr �/ - I�il '� � MULLION u' SPAN • � O U C., o a 0. L NOTE! ,1'. ANCHORS SHALL BE INSTALLER IN ACCORDANCE WITH ANCHOR MANUCTUREWS INSTALLATION INSTRUCTIONS. 2. REFER TO ANCHOR:LAYOUTS AT RIGHT FOR SU LOCATIONS AND DETERMINING MAX, LENGTHS (L) AND TRIBUTARY WIDTHS (W), 3. FOR SITE CONDITIONS NOT SHOWN IN THE DETAILS HEREIN OR EDGE DISTANCE REQUIREMENTS TO BE MODIFIED, ANCHORS MAY BE ENGINEERED ON A SITE SPECIFIC BASIS. 4. REFER TO SECTION 8 DETAILS FOR ANCHOR CONFIGURATIONS: SUI 5, REFER TO SECTION 7 DETAILS FOR T, F, & S S ANCHOR,TYPE CAPACITIES 6, FORANCHORTYPE 'M',.FINAL SELECTION 'OF HALFEN CAST IN CHANNEL & T--BOLTS SHALL BE VERIFIED BY HALFEN USA IN ACCORDANCE WITH SITE SPECIFIC LOADS PRIOR TO INSTALLATION, SINGLE SPAN ANCHOR.LAYOUT 'Wl' 'W2' - -► F-CLIP T"CLIP RPO PAN RT ,PO" Y 'PORT . L N /� a`+• t!: K t -CLIP wignagysigna Ivor"" Norm P.E Reason l fin# �Ca��fDDg his on Date: `gYy.��,�0!dT• mi � t :� TT : \� \\ ���i�sYS •...;.` :• ANC}IOR AT ;.' INTERMEDIATE ��ili /OMAL• • FLOOR •' Hpatl#!fIII�dI FLORIDA PZ No 7l774'A�aE, BULLRING OHM. INC 39a E DAMA BEACH BLYO. 338 DANIA BEACH, • FL.SS�i FBPE CMT.. OF, AU]NORIMMM Na 2057a ' FL !t; FL13433 DATE: 7.17.17 DWG, BY: C14k. RY: AR F CLI T•,CLIP -CUP SCALE: NTS MULTI SPAN ANCHOR LAYOUT - TYP. YKK; (! n O• (Sheet 32 of 581 ATION ANCHOR INSTALLATION ANCHOR & I TYPES B, C,,D, E, F, G,'H, & I MINI E.D: 11/4" MIN. 11141, MIN, 11/0 MIN, 11/4" MIN. MIN. E.D. ORIZONTAL SECTION NOTE: 1. ANCHORSSHOWN HEREIN ARE FOR ILLUSTRATION PURPOSES ONLY -ACTUAL ANCHOR IDENTIFICATION SHALL BE PER ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS 2. ANCHOR'SOLT EXTENSIONS MAY BE CLIPPED TO T:O, HEX NUT AND SHEAR BLOCKS MAY BE NOTCHED TO ALLOW MR -ANCHOR CLEARANCE, 3. REFER TO INSTALLATION ANCHOR REQUIREMENTS FOR MINIMUM EDGE DISTANCES, (E.D.), EPABEDMENTS (EMBED), & PROPERTIES OF OPENINGSUBSTRATE, SEdIONS•7.& 8. SEE NOTr13 ----L III N III IIIL 19 20 SEE NOTES 1.3 CONCRETE O EEL SUBSTRATE BY OTHERS. SEEINST �1&&R BY OTHERS. SEE INSTALLATION ANCHOR REQUIREMENTS E.D. J MIN. E.D. 5/8" MIN. I OHORI'ZONTAL SECTION . T-ANCHOR CONFIG 1. 'NOTE: I. STANDARD DUTY MEMBERS SHOWN. LIGHT DUTY WITH SAME END ANCHORS ARE SIMILAR. HEAVY DUTY. MULLIONS ARE SIMILAR'WITH E1-3034 (INTERMEDIATE VERTICAL MULLION) ITEM #79 & E1-3035.(JAMB MLILUON) ITEM #80 END ANCHORS. T MIN. CONCRETE OR STE BY'OTHERS, EXTERIOR VIEW SEE INSTALLATION T: cH®R i•xalcnri . REQUIREMENTS KK pQImiltj inspires YKK AP AMERICA 1t19 HWY4419YPA$S DUBLIN, GEORG%31021 PH:.(476)Z77.19SS FOL(WEIII39-6001 Z E " S j3 r3 v� 0Dg�a. 44 o zas . ca j 09 m o U zI<& Lii a � W F a REMARKS BY DATE i �%% tis F 0 p0 7 BUILDING VROP. yRepO, / DANIA SE �3.t00i Mpg CERV OF AUTHORIZATIGN No. 2957E FL #: FL13433 DATE: 7.17.17 SCALE:. DWG. N: 7A (Sheet 39 of 581 SINGLE SPAN & MULTI SPAN T & F ANCHOR CAPACITIES NOTE., 11 REFER TO SECTION 74THRU 7.6, FOR DETAILS OF ANCHOR REQUIREMENTS. AND DETERMINING MAX. SPAN VAN TRIBUTARY WIDTHS 1N' 2. SEE SECTION2iTW1N'SPAN.ELEVAT)ONFOR'LOCATIONOFF-ANCH6FtWHEN,USEVAT.VERTIFA4M(JLLION,BETWEEN00ORAND.D,LO, MAX. ANCHOR CAPACITY- DESIGN PRESSURES PSF) MA . MA): WIDTH ,o..) W' MAX' SPAN �H' on.) A 0, C D E F G N 1 1 K. L M N O 36 0 I3D.0 130.0 .230.0 130,0 1110-a.1 230.0 130.0 130,0 1.130.0 13Q0 130.0 130:0 130.0 130.0 130.0 42 12&6 MA 130.0 130.0', 330A _ 1M.0 im.0 130.0 19D.0 ..130.0 130;0 128,6- 130.0 128,E _ 128.6 46 112;4 130.0 1304 130.0 130.0 130.0 130.0 1130.0 230.0 130.0 130.0 112.5 i30.0 312 5 1125 54 3000 130.0- ,125.0 130.0 130.0 I= 130.0 12DA 130.0 130A 130.0 100.0: 130.q 100.0 100A 60 90.0 130:0 '112,5 330,0 130.0 130.0' 130.0 108A 130.0 130.0. 130.0 90,0 130.0 90.0 90.0 '65 72, 8L8 130.0 3023 .130.0 130.0 1300' 226.8 98.5 130.0 126.8 126.8 8L8 1300 82.9 81.8 75.0 130.0 93,8 130.0 130.0 MO 1163 90.3 125.0 `126.3 116.3 75.0 130.0 75.0,. 75.0 36 41 .130,0 130.0 1130.0 130.0 1.130.0 130.0 .130.0 130,0 130.0 130.0, 130,0 1300 130.0; .13010 130,0 12264 -1300 130.0 130.0 1 190,0 130.0 130.0 130,0 130,0 230.0 1300 122.4 130A 122.4 M-4 48 107.1 13Q0 130.11 130.0 1130,0 130.0 130.0 1290 13010 130.0 130.0 107.1 1 130.0 107.1 107.1 54 60 126 952 130.0 119,0 130.0 190.0 ,1304 130.0 114,7 13D.0 130.0 130,0 95.2 i30A 952 952 85,7 130.0 107.1 .130.0 ''130.0 L40.0 130,0 ,1032. 1300 130.0 130.0[77,9 5.7 130.0 05.7 85.7 66. -,77,9. 130.0. 91A 130.0 130.0 "130.0 120,8 '.93.8 , 129.9 120.8' 120.8 130.0 719 77,9 72 71-4 .329.0 89.3 129.0 129.0 119.0 110.7 86A 119.0 110.7 110.7L4- .129.0 71A 7L4 36 42' 130.0� 130.0 130.0 130.0 130.0 1300 -130q 130.0 130.0 130.0 .130.00.D:. 3300 330.0' 13D.0 116.9 136.0 130.0 130.0 130.0 130.0 130.0 130.0 130.D 130,0- 130.069' 13Q0 116.9 1i6.9 48 1023 130,0 127.8 130.Q '130.0 130.0 130.0 223.1 230.0 130.0 L30.023 130.0 1023, 102.3 54 132 909: 130.0 123.6 130.0: 130.0 .00,0 130.0 1095 130,0 130:0 130,0 90,9 130.0 90.9 1 909 60 66 818. .130,0' 3023 130.0 1300 130.0 d262 98.5 130.0. 126.8 1 126;$ I .8L8 13.0.0 81A . BLS 74.4 130.0 93,0' 130.0 130.0 120.0 1153 89.6 1124.0 115.3 1 11S.3 74.4 130.0 74.4 74A 72 68.2 123.2 .85,2- 123,1 123:1 1123.2. 105:7 821 113,E 105.7 105.7 682 1232 68.2 68,2 36 42 130.0 130.0 130,6' 130,0 130.0 I 1300 `330.0 330.0 130,0 130A 130.0 1304 LM4 130.0 130,0 111.8 130.0 1 130,0 130.0 130.0 130.0 130.0 3300 130.0 130.0 130.0 MA 130.0 IMS 11L8 48 54 138 97.8 130.0 1 122.3' 130.0 139.0 130.0, '130.0 137,8 130.0 130,0 130.0 97.8 230.0 97.8 97.9 870 130,0 108;7 130.0. 130.D 13D.0 130.0 104.7 130.0 130A 13D.0 87.0 130.0 87.0 87;0 60 7" 130,0 97,8 130.0 .1300 130.0 1213. 942 130.D .1213 121.3 783 130.0 783 78, G6- -HT 712815- ' 88.9 , MS -128,5 128,5. :1103 -:$5.7� 118.6 110.9 1 110A 71.1 1285 711 Ml 72 65,2 -127.8. 81.5 117.8 117.8 117.8 .101.1 785 109.7 •10LI 1 101.1 65.2 111.8. b5.2 65.1 36 42 12S.0' 150.0 130.0 130.0., :130A 130.0 '130.0 1 130.0 1300 130.0 1 130.0 22S.6 130.0 1 125.0 125.0 1073 130.0' '130.0 130.0 Y30.0 .130.0� 130.0. 129.0' 130.0 130 1 130.0, 2,07.1 130.0 107.1 107,1 48 93,8: 130.0 117.1 130A 130.0 1300 130.0. 112.9. 130;0 1304 'L30.0: 93.8 130.0 93:8 93.8 54 144 13.3' 130,0. 104.2. 130.0 130.0 130.9 129.2 100,3 13D.0 129,2 .129.2 . 83.3 -130,0 833 ' 83 3 6D 75;0, 130.0 93.8 130.0, 130.0. 130.0 1.163' , 90.3 125.0 116,3 U6:3 75.0 130;0 75.0 75;0 ' 66 682 123.2 852 123.1' 123.1 123.2 105.7 - 82.1 '313.6 105.7 105.7 68.2 323.2, 68;2 6&2 72 62.5 112,9 1 78.1 112.8, 112.9 .1127" 96.9 753 104.2. 969 - 96.9 . 625 1129 615. 62,5 36 42 120,0 130.0. 130,0 13D.0 1 130.0 1 130.0 130.0 1 130.0 130.0 1300 130.01.120,0 130,0 120A. .120.0 102.9 130.0 '128.6 190.0 130-0 1 130.0 130.0 223.8 130,0 '130.0 130.0 10L9 130.0 1102S 101.9 48 90.0 130.0 " Ims 130,0 130.0 1 130.D 130.0 108A 13Q.0 130.0 -130.0 90.0 130.0 90;0 90.0 S4 60 150 1 80.0 ,130.0 100,0 130,0 1300 130.0 .124,0 963 130.0 124.0 124.0 '90.0. 1304 SM0 800 72.0 130.0 90.0 130.0 130.0 1 136.0 :121.6 '8&7 120.0 111.6 -111.6` 72,0 130.0 724 72.0. 66 65,5 118,2 81.8 118.2 2182 1 119.2 101.5 , 78.8 :109.1' 101.5' 101.5 65.5 1181 65.5 655 72• 60.0 108.4 1 75.0 108.3 ' 108.3 108.4 93.01 72.2, 1 100.0 _ 93;0 93.0 . 60.0 108.4 60.0 60.0.' 36• 42 115.4 130.0 130.0 .130,0 1300 136,0 -130.0' 130,0 130.6 130.0, 1300 `115,4, 130.0 :115.4' - 15.4 9&9 130.0. 123,6, 130A 130.0 130.0 130.0 119.1 13D.0, 130.0 .130.11 98.9 130.0' 9&9 983 48 86.5 130.0 108.2 130.6 130.0 :135 130.0 104'.2 130.0 •130.0 130.0 86.5 130.0, 86,5 86,S• 54 60 356 76.9= 130.0 96.2 , 130.0 130t0 130.0. T122 ' E_6 128,2 119.2 119,2 - 76.9 130.0 76.9 76.9 69.2 125.0, 96,5. ,125.0 125.0 1250 107,3 83.4 115.4 107.3 1073' 69.2.,125,0 69.7 69.2 66 62.0 113.7 78.7 113.6 1 113,7 1 1133 97.6 . 75.8 104.9 97.0, 975- 62.9 113.7 62;9- 72 .S7.1- 104.2 72,1 104.2 1.104.7, .104,2' _89A 69:5- 1 961 89A 89.4 57.7 104.2 -6u 57.7 57.7' 36 42, 11L3 1-30.0 130.0 130.0 1 130,0 1130,13 130.D 130.0 1130:0 ,130.0 ' 130,0 1111 ' 130.0 1111 111,1 952 1301) 119.0 .130.0 1 130.0 130.0 130.0 214.7 130.0 130.0 13MO 9&1 ' 130.6 95.2 95:2- 48 88.3 13D.0 .104.2 130.0• 1300, 1300 329.2' 100.3 130,p :1292 129:2 '83.3• 130.0 833 83.,31 54' 60 162 74.1 ' 130.¢ , 92 6 130,p 330:0 130D � 114.8. 89:2 ; 123,5 114,8. 11. i I 190.0 74.1 74:1 667 120A 813 120A , 120A ' 1204 103,3 80.3 1 111,1: 103,3 103.3 66.7 12CA 66.7 66,7 6fi -60,6 109.5 . 75.8 109:4 USA 109.5 ' 93.9 -13.0 1 101.0 : 919 1095. . 60.6 60,6 -.72 55.5 160;1 69.4 1.1007 500,3 1DO3 - 86,1 6611 1 92;6 86.1• 86.1 55.6 1001'1 35.6 .55:6 K' uplauali y f i)tspites YKK AP AWRICA 1229 M 4419YPA55 D09UN,GEORGIA3iQl PH, (478)Z77495S FARI [VOM39,6001 v Z18 1VW aom X � 0 A e m m 15 r L7� �mmR- Z 6 5 z O� 33g MZ a cmU ¢ H m U.cc o b a w K a M L OANIA: WA04 aw, i 338 DMIA BE4H; FL 33M FEPE Cmll;- OP-AURIOMUTION Na 205-9 FL13433 DATE: 7.17.17 5cAt.E: NTS' i pwc;.#. YKK M U u !1 [Sheet 39 of 58) SINGLE SPAN & MULTI SPAN F ANCHOR CAPACITIES WHEN USED AT DOOR. JAMB TO SIDELITE LOCATIONS MAIr, AVG. W10TH MAX, SPAN} , A 6_ C p E F G H JJ T L M N O 36 115:4 _130 130 130 130 130 230 130 130 1-3 115A 115A 130 115.4 115.4 42 98,9 13q 123.6 130 130 130 230 1191 130 130 98 9' 98 9 130 98 9• 989 48 86.5. 54 130 158,2 -130 130 . " '130 130 'IQ4.2 130 130 865 86S_ 130 86.5 865 78 7fi.9 130 9fi.2' 130 13Q 130 119 2 92.6 128,2 119.2 76.9 76.9 130 76 9 76.9 60 64,Z.. ZS. 86.5 125 125 125• 1Q7,3 834 115.4 107.3 69.2 69.2 69:2 69:2 66, 6 A 1113.7 .78,7 113.6 113..7 113,7 9.7.6 75A 10q,9 97.6 62,9 62.9 62.9 61.9 72 577 204:2 7i1 10d:2, 104.2 1D4:2 89.4 69.5' 96:2 89:4 57.7 57.7 57.7 57,7 36 1D71' 136' 130 130 130 130 130 129 136 130 107IL _ 107;1 M 107,1 YD7.1 42 918 130: 114:8 S30 130 130 130 .110.6 130 130 91,8 $1A 91,8 91:8, 48 :BOA 230 100.4 I30 130 130. 124,6 96.8 130 124.6 •804 80,4 80.4 80,4. 54 _ 84 71.4 VS $9.3 129 129 229 110.7 86 179 i10.7 71 $ ' 71,4 80.4 71.4 643 66 1161 80'4 116.1 116.1 .1161 •99,6. 77.4 307.1 99.6 b43 64.3 1161 64,3 64.3 58.4. 165.6' 73:3. 105.5 '195.5 1 55.6 '90.6 10A 97.4 90.6 58:4 58.4 105.6 58,4 SSA 72 53.6 _96A 67 96.7 96.7 96,8 , 83 ,645 + 89.3 83 53.6 53,6 96.9 53.6 . 53.6 36 100 , 130 125 130 130 - 130 130 120.4 130 130 700 300 130 100 1Q0 42 85.7 i30 107:1 130 130 130 130 103.Z 130 130 85.7 85.7 IM 85.7 . 85.7 48. 75 130 93.8' 130 130 130 1163 . ' 20.3 125 '116.3 75 75 130 75 75 54 90 66.7_ 120:4 83.3 120.4 120:4 120.4 103,3 .80.3 -111.1 103,3 b6.7 66.7 1204 65.7 66.7 60 60 _ MA 75 1083k13 108.4 93 72:2 100 93 60 60 108.4 60 60' 56 545, 98.5 58 2 985 985' 84:5 65.7 90.9 84:5 54S 54S 98.$ 54.5 54,5 72 50 903 62.5 90:3 90.3 77.5- 60.2 83;3 77:5 SD SQ 94.3 50" 50 3fi 93:8. 42 130 117,2 130 130 13Q '1119 130; i30 93A 93.8 . 130 93.8 93;8, 80.4 48 130 100.4 130 ' 130 124.6 96:8 130 124.6 .80.4. 80.4 13Q e0:a ; 80.a 70.3: 127 87:9. 127 127 109 84.7 1171 109 70,3 7,,V 117 70:37tl,3 9b 625 1125 78.1 142.8 .112.9 98.9 75.3 104.2.96:9 62,S 62:5S6 3 66. 101.6 70.3 101,6 3016'- _ 87.2- 67,7 93.0 ' 87.2 _ 563 . 56.3 1101.6 1 563 _56,3 51:1 924, 63.9 92,3 92,3: 92,4_ 79.3 61.6 85.2 79:3 51.1 51.1 92.4 51.1 SL1 ZZ 46:9 84,9 5$.6• 84,6 84:6• 84,7 72.7 56.4 78.1 72.7 46.9_ 46.9: Li4.T 469 469 36 _ 88,2 130 110.3 . 130 130 130 130 106 2 730• 130. 88;2 88.2' 130 88,2 88.2 42' 75,6: 130, 945 130 13tl ; 130 1172 91;1 126,1 117.2 75,6 75.6 130 75.6 75.6 48 66:2 ii9,5 . 82,7 119.5 119.5 1193 '1D2:fi 79.7 1103 '102 6 66,2 66,2 119.5 66.2 56.2 54 102 58.1 '523 106.2 73:5 106.2 '106.2 106.2 ,91.2 T.8 -To- 58.8 588 106.2 58.8. -59.8 60 9566 66.2 95:6 95.6 95,6 82.1 63.7 ' 88.Z 82.1 529 52.9 95 6 52.9 52.9, 65 48.1 , 86,9 50.2 86:9 869 _ 869 74.6 57.9 80.2 74,6 48.1 48;1. 86.9. 48.1 48.1 72 4411. 79.7 55.1 79:7 79.7 79:7, 684 53.1 73S 68.4 44.1:. 44.1 79,7 44.1, 44.1 36 813 130 .1041 13p 130 130 1129.2' 100.3 1 230' 129,2 833• 83.3 130 83.1 833 42 71.4 129 89:3. 'M 129 12R 110.7 86 119 110,7, 71.4 71.a 129 71A 71.4 48 62.$ 1129 78.1 1124.'1129' 112,9 .96.9 161 104,2- 96.9, 62.5 ,62S, .1123, 62:5 54 108 S-6. Itl03. 69,4 100.3' .1613' 100,3. 86.1 669 92.6 86.1 5.56 SS.b• 100.3 55,6 ,62:5 $5.6 65. S0 .9 62:5 90.3 ' 90:3 . 90.3' ; 77.5 _ .6D1 83.3 77S' S0 -9Q3 Sb 66 45.5 _70.5, --so 45.5 45S• S1 -50 45.5. 45.5 72' 41.7 95 75:3 521 ' 75.2 75,2 75364.6 _ 4I,7_ 41,T 75-3 41.7_ 41.J. 785 42 130 98.7 130 530' 13D 122.4 95,1 ' 130 122.4 78.9' 78:9_ '130 78;9 78.9 673 222,Z 846 5222 122e2: 122.2' 1044 81S WA 104:9 67,7 67.7 1Z2.2 67,7 48 59,2 306,9 _ 74 10b,9 106,9 106.9 9L8 • 713 98;7 91.8 53.2 59 Z 9 59.2 •6.7,7 59.2 $4' 11A 52.6 953'65 ' .8 35 95 95.1 8L6 53.4 87iT 81:6 52,6 .106 52:6 95,1 52 :6 52:647.4 60 47.4 85.6 59.2 85S 85.5 85.6' 73;4 57 78:9' , Z3,4 47 4 47.4 BS.G 52.4 66' 43.1 77,g b3:8 77:8 77.8 . 77,8 66:7 51 8 75.8 ' 66.7 43.i 43.3 ' 77.6 43.1 43.1 72 39S 71.3 493 71.3_ 713 61,2 d7.5 65.8: _ ;61.2 39:5 39,5. 71,3 ' 39,5. 35.5 NOTE: 1. REFERTO SECTION 7.0'THRU•7'.6 FOR DETAILS OF ANCHOR REC)UIRFMENTS, AND DETERMINING MAX. SPAN L`AN0Tti18UTARY W10TH5'SN' 2. SEE SECTION; TWIN SPAN ELEVATION fill LOCATION 60 RANCHOR WHEN USEOATVERTICAL MUL"L(ON 8ETWEEN'6609AND ml-d. I AL QuAliiy r I inspires' YKK AP AMERICA ?229 HWY 4419YPAS4 OUBUH, GEONGIA 3102L PH: (476)277.1955 FAX: (676)838•6001 LJ Z m E 0- wo C!i Oz :5 Q s5='� oc �=du; 03 0 03 U]Q ¢ ym � to >�' V w a ♦aw a F: 1`� �•. `J•f'`'f •rfr •r • L� '�� 7 rl/ � Rl 39B L DMIA MA.01 BLVD:. 33A PAIBA BEACH, FL S30D1} FOPS Cm. of AUTHOPoa J(M, Ha 2& FLI►: FL13433 DATE 7.17.17 DWG, BY: cH HFN. SL& m 0 NTS DWG.#: YKK204 SECTIONi' 7 D [Sheet 41 of 58I EBC 2D17 / ASE-7-10 HR NPN 1-1 REVISIONS: I S�1 I�2O2O GENERAL NOTES. FISX I .E.r`�Y H 1. TO SPECIFICATIONS, TEST REPORTS. AND FASTENING SEE NOTICES GF ACCEPTANCE FOR SPECIFIC PRODUCTS RLL DIMENSIONS TO BE FIELD VERIFIED PRESSURE ALL DAEMtGS QZ 3 EXIEROR PERIMETER CAU-N BETWEEN ALUMINUM AND NASORY TO BE DOW COOING 793 OR COUAL —ON TO MATCH MCTAL COLON, WIN®WS AND DGERS Q 4 ALL WINDOWS AND ➢OURS ARE FROM EXTERIOR EXTERIOR STOREFRONT NOTES, 5. ALL EXTERIOR STORETRONT WINDOW AND DAB KETAL FINISH TO BE CLEAR ANODIZED 6. EXTERIOR FIXED STOREFRONT FRAMING TO BE YNK YHC-300 OG/IG ALUMINUM CURTAINVALL SYSTEM - L L, 3' M 7-ll/L6. OUTSIDE WET GLAZED FOR INSULATED GLASS. SEE FLORIDA PRODUCT APPROVAL 1 FL 134331 R9 Q 7. EXTERIOR ALUMINUM STOREFRONT ENTRANCES TO BE YKK 35H MEDIUM STILE, -L, VET GLAZE, INSULATED GLASS. OUT SVINGING, WITH MFG. STANDARD HARDWARE AS TESTED MCA X FL 16554.1 A CONTINUOUS GEARED HINGE B. SURFACE MOUNTED CLOSERS ( LCN 404D C. LDCK SYSTEM TO BE ERV PANIC DEVICE VON DUPRDI 3347 EL D. STANDARD KEYED CYLINDER AT EXTERIOR WITH, I KEY PER DOOR. NOT KEYED ALIKE �tl {� E. STANDARD PUSH/PULLS TO BE YKK STANDARD 1.0 . 9. CC TUBULAR OFFSET PULL N O Cd F. YKK YHS-S0 CV SUBFRAME —ER2-1/2'MS' AND 3/4'•5• JAMBS ` y M.1/4•/1/2' X 4-1/2' BUMPER THRESHOLD, AIR ONLY, HILL FIMSH co � U b B. FIXED VISION GLASS TO BE 1-5/16• A21 VZE VZE7-48, HEAT TREATED, LAMINATED, IMPACT RESISTANT FIXED VISION GLASS TYPE RR C, N A • 1-5/l6' VZE7-4H LIG TEMPERED/MS/HS ( 1/4' RZURIR VE-IB t2 EDGE DELETION TEMPERED, 1/2' AIR / SILICONE BLACK, 1//• [LEM H.S.R S. VZE-SC 43 EDGE DELETION, ,045 PVB CLERA61, 415 PVB CLERK RA61, 1/4' CLERK MS. l 9. ➢OUR VISION GLASS TO BE I• AZLRRIA VZE7-49, HEAT TREATED, LAMINATED, IMPACT RESISTANT l; DOOR VISION GLASS TYPE D • 1' V2E7-48 LIG TEMPERS➢/HS/HS - ( 3/16' AZURIA VE-48 42 EDGE DELETION TEMPERED, 5/16' AIR / SILICONE BLACK. 3/16' CLEAR H.S. VZE-SC 03 EDGE DELETION, A45 PVB CLEAR, .D45 PVB CLEAR, 3/16' CLEAR H.S. 1 10. FIXED SPANDREL GLASS TO BE 1-5/16• CLEAR LIG, HEAT TREATED. LAMINATED. INMATED. SPANDREL, IMPACT RESISTANT FIXED SPANDAR REL GLASS TYPE S • 1-5/16• CLEVIRRSPAN DESIGN SILKSCREEN, V1089 LIG TEMPERS➢MS/HS ( 1/4• CLEAR TEMPERED VIG89 BLUE FROST 42 FULL CLv—GE SCREEN 3058. 1/2' AIR / 1/2' SIGHTLINE, SILICONE 6LAEK, 1/4• CLEAR HS...045 PVB CLEAR RA61..045 PVB CLEAR RASI. 1/4' CLEAR MS. ) AlCq a, 11. STRUCTURAL SILICONE AT EXTERIOR IMPACT GLASS AND ALUMINUM TO BE DOW CObNINNG 995, BLACK w C+ 4 y a 4 N rn to EXCLUSIONS. w 0 ANYTHING NIT LISTED M SPECIFIEO ABOVE W DISCREPANCIES BETWEEN PLANS AND SPECS �C fIHAL CLEANING OR PROTECTION OF MATERIALS AFTER INSTALLATION 3 � V) PER ITS a FEES Z SPECIAL TESTING ELECTRICAL VIREING OF PANIC HARDWARE OR CDNTRMLS PUSH BUTTONS DR CARD READERS POWER SUPPLY C ,•I LEGEND RO ROUGH OPENING FS • FRAMs SIZE D. =DOOR OPENING DLO = DAYLIGHT OPENING HL = MULLION / JANB LENGTH If. THE STOREFRONT QEAR ROUGH OPENING DEMINSIONS ARE CONFIRMED FROM MLM. SITE VISA ON 09•I&2020. 453Y2' [37'-9Y4'IRO 453' (37'-9')FS 3' 3' 3' 3 R Y 40' R092'D0� �92'DO� �42'DD 2' —42'DO—y —42'DD� F-42'➢D— —42'DD� F-92'10 .71Y6 1 A Ip Ri H Fi H F3 Fi R9 H H 71Sf ' 42'DO 3' 42'DO 3 42'DO 3' 42'DD 3' 42'DO 3' 42'DO 3 42'DO 3 42'DO 3' 42'DO 3' 42'DO 3 42'DO 3' 42'DO 3' 3' 3' 42'DO 3 42'DO 3' 91f' 24' D 3' S 6 Op 2 13. \ l2 .O I20 66' 9R0 120 ML 120' FIXED DD 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ❑ 92O 94H' DR FS I20' FS R' FS 2 ORO i DD 2Do ,L 30' 3 3/8"=12" DRAWN BY: KBW DATE: 2/10/2020 1 of 3 Ln c- 0 a N W 3 O 73 LAI F .6 F 0 O aQ REVISIONS: 8/11/2020 mv c.c °.. 3' T Q Q 71)f5 mm,a tm, _ _ _ _ _ _ _ _ wn Imna j1x6 �• .c � � ---- ---- ° r wn _ - 71, IP2' ai(fi Alm 7fi, RO— —DR _____ 14 ;S 15 _____ o m ' -DO 3' 35H DOOR IG YMC-3C0 DG/IG YHS50 CV SUB -FRAME 3511 D�2 IG o vsm YHC-3D0 W/IG YHSS0 CV SUR-RAPE c�T b -FV � JG VITH SIHOSTE 3• DO_ DO - VI SIDELITE �' '?.7` 71 L6 y FS- VET GAZED VET [LAZED YHC-300 OG/IG 9D' CORER UNREDFMCED VET GLAZED O I y VT ,C C b N 0 QQ '� IJ 4 a 'Z ® _ _ _ _ _ _ _ _ STOREFRONT WAS NOTINSTALLED PER. IaJ - - - - - - - - ARCHRECTURAL DRAWINGS. STOREFRONT ELEVATIONS DRAWINGS REFERS TO DETAIL ? E C7 A4JA7.OA--STOREFRONT JAMB WALLDETAIL', W STOREFRONT JAMB ISTO HAVfiCONRN10U5 SEALANT& BACKER ROD AT INTE11161RANU�" ' �' �,°c Y • MDR EXTERIOR AT STORFRONTSYSTEM.GCISTO PROWDEACORRECTWEACTIONPLAN -FS - 35H DBE IG YFC-300 OG/IG YHS50 CS SUBTE 35H DOOR IG YHC-300 054G YHS50 CV SUBiRAFE rowsms srPT4 mm „L Q -{ �e7•—r t•U SIDELITE VET GLAZED PID SIDELITE VET GAZED m- -m irKs 1 co i S Cyr 0 i Co .: ,� Li 3. 3•'"a.76i° 16`31.0 LOT. _O 3'O. O O o-& OG/IG YHC-300 ➢WIG MC-AMB OG/IG YHC-JAMB N KLUCIN J VET GLAZED VET GAZED WET GLAZED REFRONTWAS NOT INSTALLED P U (A r^ g 3 2y' RRCHI URAL DRAWINGS. STO BUT `� yt•2 " WADVEfiAZED YHC-3M WAS ELEVATIO AWINGS REF ODETAIL AlJA7.0A-'STO RON SPANDREL 3' Hy'— 1 YHS 50 CV SUBFPM�.�L DETAIL', ALUMINUM HPIGPANISTOBE C. / \ / VITH TRANSCEN INSTALLEDW ON SSEAUNT& L t 2 ci ER A7INTERIOR AN - _ MOP G STOR BACKONiSYSTEM. 37¢' CORRECTWEACTION FF i -sosP°+.s.Pu7om CD 00 3. da9:'C" HEAD IG 3 (rye C�S00 � � R RRECTIVE ACTION PLAN VET GAZED w, @ I I ° i °_^°• °>wa 1' ,:,.,. ,w.l NH Jl, ' Ul ' TYPICAL TOP JAMB TYPICAL T P b.aab e,. ~3- F-ANCHOR T AN HORN rw w. nHr ,.w. � I �-% Q Q ev>m, I O IIr O r � w r Iumaavrxmm F 3' 3' 1 r ^ 3 - TYPICAL TYPICAL - ° G ® O qy r_ J TMc' JAMB SHEAR HLOCK _ '�4° - _ MULLION ^'c• HEAR BLOCK I 3' VET - R r U m n ^y CID df ~ F i O EFRONiWAS NOTINSTALIFD �LJ�,' ORAWING$.S RONi 01 m,a_„r, p W O 0 TYPICAL BOTTOM MULLION 11 O R[H RAL [-I ELEVATION WINGSR STODETAIL.� cmcv rm n.c.c a Q1 < O O F-ANCHOR @ 35H D� IG A3%A7.0A-'STOREF SPANDRELDETAIL', 15 E BOO SCALE: "-12� DOOR JAMB V/ SIDELITE STD BOTTOM RAIL AL&MWUMTFLAS ISTOBEINSTALLED. TYPICAL TYPICAL VET GAZED ' WRH CONTNI SEALANT CKERRODAT Sy' SEA BOTTOM JAMB BOTTOM MULLION AIR �Y 71N6 - '-ANCHOR T-ANCHOR HLFFIPEER THRESHO.ID >is' INTERIOR EXT STOREF TSYSTEM. - 1 rHG-3D0 DG/IG GV SUB -FRAME G.C.1 PROVIDERCONRECTIVE ACTT PLAN. ' O 0i 0\BW m n- DRAWN BY: xry nre r 3• n a,rc r , , t .!I mn saP7d]am iL•n e'� YHC-300 !Xi/IG SILL 3' D K DATE: 0 vEr G nzeD 30 FS ➢RO D A I 2/10/2020 L L RIG I 0 SHEET No: _ Yz' Yz'2 r li'2 J ly,• Ye'x _ 2 of 3 3' '� 3 / Y4r7SPY8 3 3 Y. 14fd1'Yd.9gR 3+4W�4"$ ly 3' B y.J\ r a" R�L DRPll f 11 5. STOREFRONT w D"G REFERS T+� OETAtL.. ,. ftFRONT SILL SP'A W,DREL DDT-AIL' d SI;IN,a,PAN IS TO �E INSTALLEU a ills SEALANT &,'BAC1"E1 ROD"' lT' XT RIOR TOREFRO T' YSTE-: -- to m fI REVISIONS: Al � 110A 0 OFFICE 1p n y Y 7 co �.ch MLM HAS ACKNOWLEDGED WITH THE G.C., {cy+� THATTHETWO PLANS SHOWN ON THIS SHEET ARE OUTDATEDAND THE G.C. HASTHE. .0 6 fO N W 4' LATEST FLOOR PLAN REVISIONS, AND D V W STOREFRONT CLEAR ROUGH OPENING HAVE - - BEEN FIELD VERIFIED. .I. tl Ca N ja I � 0 'I I a .�' n I � �� • •� Fi w � /x... I o �UP2X­Zil o o : A 1 ..0 . • a.n-: ww.auv z . v ` -- - — — ------ .....- . .. .. .. .. ] n i I I I I Lr) 0Ott T' ` d r _ -- —0---- s g ci—_-_—_—_ z II III cVD R �I k xm>w,SRNci -'--'-- ------ i i Co �zy o o g D o o o ENLARGED - OFFICE FLOOR PLAN O � � o C) 0 3 Q0 w CO ~L .d' J<�. h w o 0< SCALE: t w W E DRAWN BY: o , ,„ PROJECT '- ''d.. �4_ KBW DATE: 2/10/2020 LOCATION '•"� �' � �I� � 4 ! - q'x •- PROJECT w" wcanoN .. S SHEET No: AERIAL MAP t`'a�? , 3 of 3