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HomeMy WebLinkAbout010 - Appendix I - Dry Flood Proofing Measures FLOOD PROTECTION OPTIONS Savannah Trims,Inc. 1500 Avenue R, Suite 100 Riviera 5 / 33404 • CALL : : : .41 1 : 0 or Visit www.savannahtrims.com Stacking planks Design Flexibility Adaptable to Many conditions Lighter Components for Easy Deployment Low to High Flood Heights Economical wr •.fir~-t"wr Er Gran Paraiso Hotel Miami.Florida Custom Designs Flood Glass Always Protected. No Deployment.Worry Free No Storage Requirements. No Rentable Space Lost Aesthetically Pleasing. No Ugly Mounting Points Custom Designed to Project Requirements �. •1 ' Bailey-Matthews National Shell Museum(Slanted Glass) Roanoke Memorial Hospital Carilion Clinic Glass Barrier World Trade Center Elevator Cortland Street Flood Doors Available in: Alum..Galvanized or Stainless Steel. With or without Flood Glass or Sidelights Anodized, Powder Coat.or Mill Finish Always Protected, No Deployment,Worry Free Doors, Gates(Sliding/Hinged). Drop Downs •4 EXIT - I A Aluminum/Glass Stainless Steel Hinged Gate Drop Down Savannah Trims,Inc. 00 Avenue R,Suite 100 Riviera i 888-640-0850 DESIGNED AND ENGINEERED TO FEMA, U.S. ARMY CORPS OF ENGINEERS AND ASCE STANDARDS . FLOOD PROTECTION Ix ' � 1 I CON ED 59TH STREET • STEEL DOORSCON ED NEPTUNE AVENUE jwORLD NYC WATER HEIGHT • FEE; • • PEDESTRIAN FLOOD DOOR WATER HEIGHT 7 FEET WATER HEIGHT 17 FEET It NEW JERSEY TRANSIT TRAIN MAINTENANCE DEPOT SATALA POWERPLANT MEADOWLANDS. NJ AMERICAN SAMOA 7 FEET OF WATER PRESSURE 8 FEET HIGH, 12 FEET WIDE DROP DOWN F�OD GATE 8 FEET OF WATER PRESSURE ADDITIONAL PROJECTS: 25 WATER STREET, NYC HP STEEL FLOOD DOOR (W.H. 29') • HOBOKEN STATION (HOBOKEN, NJ) HIM STEEL FLOOD DOORS (W.H. 4') • STAGE HARBOR PUMP STATION (CHATHAM, MA) HP STEEL DOORS (W.H. 15') • ALANIK HOTEL (CLEARWATER, FL) STOREFRONT ENTRY DOORS (W.H. 12') • AMELIA EARHARDT DAM (BOSTON, MA) HM STEEL DUTCH DOORS (W.H. 14') • AMELIA EARHARDT DAM (BOSTON, MA) FLOOD HATCHES (W.H. 10') Savannah Trims Flood Glass Projects Project Name Project Location Architect Or Client Flood Flood Protection Height Zone 1 NYC Transit Canal Street Elevators#325 &#325 New York City Transit 8'-5" FPH Authority IRT-Lexington Avenue Line Authority Flood Glass Elevator 2 Surf Ave 3003 West 21st Street, Brooklyn Stephens Jacob Group Zone AE BFE 10+2)—FF 8.08' Client Glenwood 10 =4' FPH 3 626 Sheepshead 626 Sheepshead Bay Rd 2837 West S9 Architecture Zone AE (BFE 10+1)-FF 8.25 Bay Rd 8th Street, Brooklyn, NY 11224 10 = 2.75' FPH 4 841 Father 841 Father Capodanno Blvd., Staten Stanley Michael Glass 9'-0" Under Capodanno Island New York Krebushevski Architect Door-13'-0"Under 5 Metropolitan Ave. Metropolitan Ave. Bridge NY City of New York Dept. of 80"A.F.F. Glass 1'-2" Under Bridge NY Transportation Division of Bridges 6 401 Washington 401 Washington Street, NY, NY Taconic Investment Partners Street 10013 Morris ADJMI Architects 7 Embankment 270 10Th Street Block 323, Lot 1 Poskanzer Skott Architects 3'-6" A.F.F. Building New Jersey City, NJ. Jersey 8 1000 17th Street 1000 17th Street, Miami Beach, FI. Arquitectonica Intl Corp. Zone AE 8 (BFE 8+1)—FF 4' 801 Brickell Ave, Suite 1100, = 5' FPH Miami FI 33131 9 Westin "The 1175 North Gulfstream Avenue Nichols Brosch Wolfe Assoc. Zone AE (BFE 11+1) - FF 3 View" Sarasota Sarasota, Florida 34236 11 = 9' FPH 10 C132 Retail @ Jenel 845 Lincoln Road Mall, Miami SKLARCHITECTURE Zone AE 8 (BFE 8+1)— FF 5' Building Beach, Florida 2310 Hollywood Blvd., =4' FPH Florida 11 Residence Inn 100 N. Humphreys St., Flagstaff The Richardson Design 42" FPH Marriott Arizona Partnership 12 Raven Industries 205 E. 6T"Street, Sioux Falls, SD Koch Hazard Architects Facade 57104 SavannahTrims, Inc. SiteeP995 3567 91 s,STREET NORTH,SUITE#4 9 LAKE PARK, FLORIDA 33403 9 PHONE:561.656.2556•FAX:561.656.2599 _The Westin Sarasota FI, 1175 North Gulfstream Avenue, Sarasota, Florida 34236 1-p— ill, I _ AOE=Nichols Brosch Wolfe Assoc. 0-090-0 [�� Lower Floor Flood Protection Combination Barriers and Flood ..N lugs I ff !��''', — Glass. 1 i,r rrr — ICE" Flood Curtain Wall System by Savannah Trims with Flood w Engineering, Upgrades and Reinforcing, and flood resistant a; l .;. elements Installed by Savannah Trims 1 1 I 9.5 ft. Design Flood Elevation with 2.0ft Knee Wall. Flood Glass - - Resists 7'-6" of Flood Height. Flood protection requirement was about 9'-6" above finish floor so to lessen the stress on the glass a 2'-0" high knee wall was incorporated so that the glass was only subjected to 7'-6" flood water. Note a beauty cap was installed at every other mullion so that aesthetically the mullion module of the above floors was consistent. 626 Sheepshead Bay Rd. AOE=S9 Architecture. Inc plot, Lower Floor Flood Protection Combination Barriers and Flood Glass. -- Two Part Custom Flood Glass System composed of 2'-9" lower Savannah Flood Glass within Structural steel sub-frame with Kawneer Storefront above. Flood Glass Barrier Protection height 2-9" Flood protection was 2'-9" above finish floor.A 2'-9" high structural grid was installed to isolate top and bottom glass systems and allow installation of the flood glass below 2'-9"A.F.F. and standard glass above. -* SavannahTrims, Inc. ;D.."q,4.kz.&-. csA«i4fta-S.. .1995 3567 915t STREET NORTH,SUITE#4•LAKE PARK, FLORIDA 33403•PHONE-561.656.2556•FAX-561.656.2599 NYC Transit Authority Flood Glass Elevator Canal Street Elevators#325&#325 IRT-Lexington Avenue Line Li a y r AOE= Un known j / i Flood Glass mounted to Steel Sub-Frame a _ Custom Flood Glass System 'F 8'-6" Flood Protection Height rA..u. Flood glass was mounted on a steel sub-frame and a removable stacking flood barrier was used at the entrance with a removable panel to protect the controls. Surf Ave, Client Glenwood. 3003 West 21st Street, Brooklyn 70'-8" 10' 7" W-10" U.O.STEEL LII ITEL H.P 0 U.O. STEEL LINTEL U.O. STEEL LINTEL EL: +26-3 4 EL:+26-3 3 4 FL +26'-3 314 — AIDE =Stephens Jacob Group V ( N ^ tIG-2 6'-1" High Flood Glass Units (See Description Under IG-2 iG-2 > IG-Y IG-2 ^ Image) o p " METAL PANEL META-PA— --- Flood Wall System by Savannah Trims Flood rg Ir IG-2 IG-2 r IG-2 IG-2 IG-2 IG-2 Engineering, Upgrades Reinforcing, and flood �' y resistant elements XN L0.CONC. WALL i.0. CONC. WALL T.O. CONC. WALL FLOOD GLAZING AT LOWER HALF WRH STRUCTURAL MULLIONS DESIGNED I FLOOD GLAZING AT LOWER HALF WTIH STRUCTURAL MULLIONS DESIGNED FLOOD GLAZING A7 LOWER HALF WITH STRUCTURAL MULUONS DESIGNED FOR FLOOD LOADS;CONVENTIONAL STOREFRONT AT UPPER HALF. FOR FLOOD LOADS;CONVENTIONAL STOREFRONT AT UPPER HALF. FOR FLOOD LOADS;CONVENTIONAL STOREFRONT AT UPPER HALF. INSULATED METAL PANEL WITH REINFORCEMENT FOR FUTURE ATTACHED METAL COVER PLATE VA REINFORCEMENT FOR FUTURE ATTACHED METAL COVER PLATE WITH REINFORCEMENT FOR FUTURE ATTACHED AWNING AND SIGNAGE. AWNING AND SIGNAGE. 2"DEEP STORM-PROOF EXTRUDED ALUM. AWNING AND SIGNAGE. 2"DEEP STORM-PROOF EXTRUDED ALUM. LOUVER WITH INSULATED BLANK OFF PANEL LOUVER WITH INSULATED BUNK OFF PANEL. Flood glass was installed on the lower storefront below a structural transom. Flood glass resistance was calculated to the BFE although the storefront unit was 3'+over the DFE. 841 Father Capodanno Boulevard ( Flood Glass & High Performance Flood Door) AOE=Stanley Micheal Krebushevski 14 Flood Glass on custom frame mounted to concrete and steel opening. eawuaxaRT:nnx xaRr x Em Custom Flood Glass System M' xa r xa 1S>rii xa k �$a Cn _= Bottom of glass at 8'5%" underwater s in<a Bottom of door at 11'-0" under water SRd w WXpOW LL uNfa t. xO E E RN4 FASTENER E i PPE W .K T. E. 4 �aFIEANMED m� BY vGw[cR I 0 i VISIONS: - / !9C' 2i m» (T'rvT (Tr9T (11e'R — - DRAWN DY: (1 ROOOGMELEVATNIN IWINOOWUNOS Mal (TI ROODGUSS SECTION AI�Romio er: i •C ) (MxWR UNITS NN d NI I N*•fie 7 ,oF,D Opening to be protected was concrete and masonry with steel tubes separating the window units vertically. Steel I Beam was the header. 7 flood glass units completely submerged under water during flood event. Flood glass uses a custom aluminum frame structurally glazed. Embankment Building Flood Glass storefronts PP— ARCHITECT= Poskanzer Skott Store front flood Glass and Flood Doors -� DFE 3'-6"A.F.F. Bottom of glass at 30" under water _ - Bottom of Door at 42" under water ei Savannah Trims Structurally Glazed Flood Glass Extrusions and Savannah Trims Flood Storefront Doors Podium N.Y. Proposed Flood Glass �� ■J �_� W ll u ARCHITECT= B.I.G. _�r rrr�r✓� ram, Store front flood Glass and Flood Doors DFE 3'-6"A.F.F. Bottom of glass at 2'8"to 5'-0"" under water MAN R - ,' 110411 r i � oosswe at d—�eq,t I I i ruc.i :mre>'.�S�e Ism x Gelcr C== Po04 13'tall Storefront and up to 29'tall Curtainwall Flood Glass Proposal "Olaf 1000 17th Street. 1000 17th Street, Miami Beach, FI. AOE =Arquitectonica Intl Corp. Curtainwall system with interior horizontal mullion structural bracing Savannah Trims Flood Engineering, Upgrades and Reinforcing, and flood resistant elements. Installed Savannah Trims 5'-0" Flood Protection Height `R CB2 Retail @ Jenel Building 845 Lincoln Road Mall, Miami Beach, Florida qI0000, ! f J. AOE =SKLARCHITECTURE ` Curtainwall system, Savannah Trims Flood Engineering, Upgrades and Reinforcing, and flood resistant elements. F'N Fl r I Installed Savannah Trims R . 5'-0" Flood Protection Height SavannahTrims, Inc. S,E —Siam 1s95 3567 91,t STREET NORTH,SUITE#4•LAKE PARK, FLORIDA 33403•PHONE:561.656.2556•FAX:561.656.2599 Savannah 1500 Avenue.K,5hu 100 avannaFlood KMera Beach,F one Ph :561,656,2556 Fax:561.656.2599 Swww.Sov°nn°hTnms.comms.com SITE SPECIFIC DRAWINGS FOR VOLUSIA COUNTY, DAYTONA BEACH REGIONAL LIBRARY, CITY ISLAND LIBRARY PROJECT SPECIFICATIONS Section 08 39 18-1.3, Section 08 39 18-1.4 & Section 08 more than 0,06 cfm/sq.ft. Have fixed wall area when tested according GENERAL NOTES FOR: FLOOD DOORS & GLASS FLOOD PROTECTION devices provided for its removal. However, sump pumps would be 39 18-21 to ASTM E 283 at a static-air-pressure difference of 6.24 Ibf/sq.ft. (READ CAREFULLY & COMPLETELY). required to control such seepage. 11. Water Resistance Issues for Doors These are products that 1.3 SYSTEM DESCRIPTION 1. The structural design of this Flood Protection is generic and open and close many times daily, and therefore will need continuing H. Water Penetration: Provide glazed aluminum entrances and storefronts has been designed to meet project specific wind, and water loads monitoring and maintenance to insure performance when the need A. General: Provide ( four sided structural glazed aluminum FLOOD GLASS system that does not evidence water leakage when tested according to th system that has the following capabilities based on testing ASTM E 331 at minimum differential pressure of 25 percent of inward including but not limited to still water, wave crests, and floating arises. Door framing products by Savannah Trims, Inc. are retrofitted manufacturer's standard units in assemblies similar to those indicated acting wind-load design pressure as defined by ASCE 7, "Minimum debris per section 08 39 21 paragraph 2.1 and all sub-paragraphs. to resist flood water penetration, but are not entirely water tight, and also project specific wind, and water loads including but not limited to do allow seepage. FEMA Tech Bulletin 3-93 addresses these issues on for this project: Design Loads for Buildings and other structures, "but not less than 10 ft.uirements thermal and structural movement re Ibf Withstands loads, q s still water, wave crests, and floating debris per section 08 39 18 page 6, Minimum Engineering Considerations, stating that flood . /4 paragraph 1.3 and 1.4 and all sub-paragraphs. resistant products must be ... "substantially impermeable to the indicated without failure. a. Air infiltration and water penetration exceeding specified limits. I. Thermal Movements: Provide lazed aluminum entrances and storefronts 2. It shall be determined, on a job by job basis, the required passage of water", which our products are. g water height levels for the design of Flood Glazing, based on FEMA's 12. All sheet metal screws shall be as manufactured by b. Framing members transferring stresses, including those caused by system, including anchorage, that accommodates thermal movements of thermal and structural movement, to glazing units. m criteria (See Note #3) as per ASCE Installation and construction of ITW/Buildex (or equal) "TEK Screws", and to be made of stainless g g system and supporting elements resulting from the following maximum c. Provide operable window as indicted on drawings above the flood change (range) in ambient and surface temperatures without buckling, p this Flood Protection for use within flood hazard areas shall be in steel. accordance with the American Societyof Civil Engineers Flood 13. All bolts to be stainless or galvanized steel ASTM A-307 barrier damaging stresses on glazing, failure of joint sealants, damaging loads ¢ 9 9 elevation for emergency egress druing a flood event. - � Resistant Design and Construction Standard SEI/ASCE 7-10. designation or zinc plated, if available from the manufacturer. on fasteners, noise or vibration and other detrimental effects. 1. et 3. Design criteria is based on FEMA flood proofing non-residential 14. All aluminum skin to be 5052-H32 or 3004-H34 alloy. Temperature Change (Range): 120 deg F, ambient; 180 deg F, material 9 P 9 Y B. Flood Loads for flood glazing must meet those expressed by FEMA F structures manual FEMA 102, and FEMA Technical Bulletin 3-93. 15. Flood Glass System Assembly Screws shall be of water Technical Bulletin 3-93 and P-936, for Non -Residential flood surfaces. v 4. Requirements for flood barriers, terminology, tolerances, resistant design of stainless or galvanized materials. All silicone Protection and must be manufactured to US ARMY Corps Of Engineers > standards of performance and workmanship are those specified as sealants to be Dow 790 or equal as required. flood Proofing Regulations'to meet performance for Type 2 Closures as J. Structural Support Movement: Provide glazed aluminum entrances and Type 2 closures in Chapter 7, Sec. 701.2.1 of the US Army Corps of 16. All gaskets installed shall be closed cell sponge, medium storefronts system that accommodates structural movements including, identified in Chapter 7, Section 701.1.1 and ASCE 7-16. m Engineers 'Flood Proofing Regulations'. These Type 2 Flood durometer rubber. but not limited to, sway, 4 __J Closures/Barriers will allow 'Slight Seepage' during hydrodynamic and 17. All aluminum welding to conform to the latest edition of the C. System must be able to be reglazed from the exterior. twist, column shortening, long-term creep, and deflection. a ¢ o hydrostatic pressure flood conditions. This should be addressed by the American Welding Society AWS D1.2. Use certified welders. Use C5 ¢ s ER-5356 Electrodes. All steel welding to conform to the latest edition K. Condensation Resistance Factor (CRF): Provide glazed aluminum C7 LD z design professionals and usage of sump or bilge type pumps is D. Wind Loads: Provide glazed aluminum entrances and storefronts system, of AWS D1.1. Use certified welders with 70 KSI electrodes. strongly recommended. including anchorage, capable of withstanding wind-load design pressures entrances and storefront system with (CRF) of not less than 55 when o 18. These drawings are supported by application specific x o o 5. Glazing Shields are only installed on a "X" or "AE" Flood Zone. calculated according to requirements of authorities having jurisdiction, tested according to AAMA V 2 o > engineering. The supporting engineering may dictate some changes 1503.1 - ¢ This condition shall be verified and this engineer shall be notified if and the American Society of Civil Engineers'ASCE 7-20, 'Minimum Design w o "Analytical Procedure,"" f i" d ifi ti li l "which will be reflected on the final speccrawngs, or Loads for Buildings and Other Structures, 6.4.2, Anal " m not compiled with. g y a specific project. L. Average Thermal Conductance: Provide lazed aluminum entrances and ¢ 6. Flood Protection shall not be installed within areas where ice and the Current Edition of the Florida Building Code, whichever are more 9 9 z flows or ice jams occur. 19. The filing of the building "Flood Proofing Certificate" is not the stringent. storefronts system with on average U-value of not more than 0.66 (D 7. Flood Protection System manufacturer to install and use responsibility of Savannah Flood Protection, Inc. Contractor to provide Btu/sq.ft. x h x deg F when tested according to AAMA 1503.1 . L >_ Y 1. Design wind velocity at the project site is 153 MPH (3 sec gust) per ¢ gaskets and approved sealants following all the recommendations and certification for compliance with the current edition of the florida Risk Cotagory IV.. -specifications of the manufacturers respectively. building code per specification 08 39 18 section 1Ac M. Dimensional Tolerances: Provide lazed aluminum entrances and P2. Deflection of framing members in a direction normal to wall plain is 9 8. It is highly recommended that existing slabs and walls adjacent 20. Flood Protection Height for this project location is 9.10' NAVD. , storefronts system, including anchorage that accommodates dimensionalF7_ too enin at Flood Doors shall be even a surface Stucco and PROVIDED BY G.C.& Architect limited to 1/175 of clear span or benches, whichever is smaller, unless Ys 9 9Pgg otherwise indicated. olerances of building frame and other adjacent construction.Concrete Surfaces treatment by means of water proof sealer before 21. Finish Grade at this location is 4.90' NAVD and 3.90' NAVD3. Deflection of framing members in a direction normal to wall plane is Product is installed. Surfaces must be smooth, square, plumb and PER ARCHITECTURAL DRAWINGS. Flood water protection height varies limited to 1 360 of clear s an, '%inches maximum, where laster orcn level. from 4.20' to 5.20' based on the difference between the flood / p p J 9. Existin slabs and walls adjacent toopenings where Flood g g Y gypsum board are subject to bending. 9 Jprotection height and the finished floor height. Contractor to verify all 4 Deflection of framing members overhanging an anchor point is limited 21 PERFORMANCE REQUIREMENTS . Doors and Windows are installed have been verified (not by Savannah elevations and grades in field A. Design flood resistance doors to support, solely or in combinations of, to 2 times the length of the cantilevered member, divided by 175. -�� Trims), to sustain hydrostatic, hydrodynamic and impact pressures temporary super-imposed live loads as indicated below. All applied types THISDRAWINGBEING TMw' " ° ^sa•�°'°°a a a�°„ ";�„o,B.-I,; that correspond to maximum water elevation as indicated on the Flood Door Notes to Observe: of flood related loadings are transferred from the flood product barriers, SUBMITTED FOR REVIEW p, ftydS..hhe„r„ma' a°fti, lare°�m,�",e° E. Dead Loads: Provide glazed aluminum entrances and storefronts system AND APPROVAL 1„e,.rel°1e°�m�"Ie Bentl Architects & Engineers of Record drawings Pro. 2015.051.G sole) or in combinations of, b mullion anchorage to structural floor ED Th,m h.1,. w°°"°E° a°°°""°„T"'""°'""""°""°v"°"` Y 9 9 1 # Y Y 9 ❑WT �-the wN�"°°",e"r°rthe am°°�°ww°°Ir„ww,�^�^eM „w members that do not deflect an amount, which will reduce glazing bite sFR°�°� s,°,^^,„T,;m", °°,�, sw",^^w„Ttlma,lnc.D°„°,"N°^. dated 06 22 2020, and based on criteria mentioned in Note 3. Please be aware that FEMA allows seepage, because it is understood slabs and/or jamb anchorage and direct pressure contact to structural ❑„ErE °"" ©-I,s„N��,,,,^,1.0 Fw6Nn°„°"w,,,^,IIhwol^"^,,,Po",m�,s°w,a^�" # below 75 percent of design dimension when carrying full dead load. 10. The following is published in FEMA Bulletin: FLOODPROOFING that a working door has stresses and wear-points that will allow walls or other structural elements. FABRICATION WILL NOT BEGIN aaeve;l" 'h, N�°"" ""'°""=" NON-RESIDENTIAL STRUCTURES" FEMA (Federal Emergency Management Water penetration over time. For example Double-doors include a very Provide a minimum 1/8-inch clearance between members and top of 1. Hydrostatic Loading SIGNED °"� °AL'DIMENSIONS. effective Mullion and trim to be added if floodingis anticipated and fixed panels, glazing or other fixed part immediately below. Provide a TO DELAY DIMENSIONS_^°„°,°",-N°I^N°^°°°,.1„e „°h, Agency) May 1986: CRITERIA 4 - PERMEABILITY AND STORM DRAINAGE. P 2. Hydrodynamic Loading WILL DELAY DELIVERY �oreoM, wa.a h.�° W.p.^�^aa g y) Y must be installed accurately. Thresholds have very effective minimum 1/16-inch clearance between members and operable windows 3. Debris Impact Loading 10.1. Watertight Structures. Buildings and associated structures that Weather-stri en and water dams, however at each end there is a and doors. P g are protected from the Design Flood b armanant closures, flood stripping 5. Wind Loading NOTE: SAVANNAH TRIMS RESERVES THE B Pootlnaea „s "„ P 9 Y P RIGHT TO MODIFY THE SYSTEM AND hairline joint that allows a very small amount of penetration. Operating B. Engineer Code Practices: Engineer flood products to conform to the ,moo ap �Ia�a,e",I"NB shields and related techniques must remain substantially impermeable g g P COMPONENTS WHILE MEETING THE FEMA hardware such as locks and latches that require a hole through the F. Live Loads: Provide structural glazed aluminum entrances and storefronts ^a°me^81O^ss to Water. This requirement applies to the total structure including design requirements that are based on the latest adopted edition Of the /CORP.OF ENGINEERS REQUIREMENTS. WIIEI��°m°°^"^��w�w,�^1I°fl°°°°,°°°«°^ door cannot be waterproofed completely. A thumb-turn lock with system, including anchorage, that accommodates supporting structure's '°m"° walls and floors that are below grade elevation. Slight seepage is International Building Cade (IBC). LFRD and/or ASD methodologies are D°"v"°�,m°"1Rm.I°e",�G°°,�"°N °,QW allowed, per "Flood proofing non-residential structure" FEMA 1986 Item outside key allows water through the keyway that cannot be stopped deflection from uniformly distributed and concentrated live loads applied as appropriate to ali n with s specific project specifications and/or °°�N,wr°^NN,°°w„�s°�° . P P g PP9 P P l Ps�Pl°1":Ihw°°o h°sb6"°re°r unless a cover is provided. Our doors perform very well and can indicated without failure of materials or permanent deformation. w°,e�,^ce^^9 4 page 191, in cases where resulting damages would be negligible, and support the designed loads, but the door itself may warp from the limited published material data. vela,.""e,r�N°"a^°aRRro�Iw,11d IW where seepage can be easily collected at a sump and pumped out of excessive loads beyond the design criteria. Maintenance... Be sure to G. Air Infiltration: Provide glazed aluminum entrances and storefronts C. Water Density 64 pcf, unless otherwise noted on drawings. the structure. Acceptable seepage rates should not exceed an amount inspect and maintain all flood products at least twice a year for wear system with permanent resistance to air leakage through system of not which would result in accumulation of more than four (4) inches of and weakness AND, particularly before storm season starts. Drawing Index water depth (250 gallons) during a 24-hour period, if there were no CoverSheet&Notes........................................................................................................... 1 Flood Protection Location Plan..........................................................................................2 REV1510N5: Flood Resistant Alum.Storefront and Door Elevations&Plans........................................3 Rev I Rev 2: Flood Resistant Storefront Elevations&Plan.....................................................................4 Rev s: 6-23-21 5 Flood Resistant Alum.Storefront Elevations&Plans.........................................................5 P Reev 5: Flood Resistant Alum.Storefront Elevations&Plans.........................................................6 6' - Details..................................................................................................................................D1 Details..................................................................................................................................D2 5GALE: AS SHOWN ON DRAWING Total......................................................................................................................................8 Sheets DATE: 5-19-2021 DRAWN BY: ME APPROVED SY: RRR 5HEET: 1 1O Savannah Tnm5.lnc. 1500 Avenue.K,5uu IOC K—S Beach,FL.33404 Phone:561,656,2556 Fax:561.656.2599 —.S—ohTn—com �6- D18 D18 W10 co W6 Of Of olf J v I J w c c� �ZQ Lu a � w �o 0 on Q z O IT 0 W3 W2 z 0 U Q J O e 1111 FLO LAN 2 PU1N illfi'=1' NOTE:FLOOD BARRIER STORAGE AREA TO BE ON SITE, LOCATION AND ARRANGEMENT TO BE DETERMINED BY OWNER'S REP. THIS DRAWING BEING SUBMITTED FOR REVIEW KEV1510N5: AND APPROVAL " Rev I: 8-1—IB Rev 2: 8-13-18 NAND APIR11D AS Rev 3: 10-1-18 TE Rev 4: Rev 5: ypyp SIGNED DA Rev G: rem..'p ., aremd pemmsa.a��aI Tnm area<pmpemea. SCALE: e usea or reproaucea AS SHOW n ON DRAWING m a�i maw a.'.....V" DATE: Sv1-Trims,Inc.Corporation 5-19-2021 ©coar"a�s.,,mnr,m�. DRAWN BY: ME FABRICATION WILL NOT BEGIN APPROVED BY: C.B. UNTIL CONTRACTOR GUARANTEES SHEET: ALL DIMENSIONS.."IN WRITING" TO DELAY DIMENSIONS WILL DELAY DELIVERY 20F8 Savannah Tnms,lnc. 1500 Avenue,R,5ulte I00 Rmera Beach,FL.33404 Phone:561,656,2556 Fax:561.656.2599 www.SovannahTnms.com 21'-4$s"ROUGH OPENING(V.LF.) y4" 'y4' 21'-2%S"1 RAME SIZE 3'-6" 3'-2y4" 3' 3'-2y" 3'-2% INSIDE FRAME INSIDE FRAME INSIDEE FRAME INSIDE FRAME " INSIDE FRAME INSIDE FRAME a' `yN., I II II II II I illy ili ili ili I�I�i I III II II II II II II II II II III / III � III / III III II � II U II II z GL-1 ii II II II ii GL-7 m II II II II II J � III II II II II Q I Q�i ili ili ili ili I Q II II II ICI J II II II II �� III III III I U II II II I 3.-0" ii ii ii , Q \ II II II \ m � I \ I�i ili ili ili it I \ ' I J v o I I z I I I I � � I I li II II II I I I w N I \ I II II I I \ I ¢ ZO¢ J W ¢ Ow0 \ \ o � I FG-2 FG-3 FG-0 II FG-6 II FG-6 I I FG-8 �o o w m I I --- - M Q I / I III III III I I / � I I IR I II II II I / C) J II II II II / O Al C/D J O 3'-8 z"O.C. 3'-8z.O.C. 3'-4y4"O.C. 3'-4y4"O.C. 3'-4,"O.C. 3'-4,"O.C. O GIASSTYPES INSULATED FLOOD CLASS GL-1: 1 19/32"BROWZE-TIMED SOLARBW 70#2 s FLOOD PROTECTION STOREFRONT W 6 GL-1 WE A EXTERIOR LITE=a'SB70 CLEAR TEMP SURFACE q2 3 ELEVATION VIEW 30zl' AIR SPACE: SILVER STANDARD ARGON DS SILICONE BLACK LITE Cl: Tg"CLEAR TEMP INTERLAYER: .090 CLEAR SGP LITE C2: 'g"CLEAR TEMP NOTE:FLOOD BARRIER STORAGE AREA TO BE ON SITE. LOCATION AND ARRANGEMENT TO BE DETERMINED BY OWNER'S REP. rE rk 21'-2&"iRAME SIZE CL rk rk 21'-41f6"ROUGH OPENING(V.I.F.) THIS DRAWING BEING SUBMITTED FOR REVIEW AND APPROVAL 3'-0/2"O.C. 3'-4-"O.C. 3'-4�"O.C. 3'-4X"O.C. 3'-4y4"O.C. 3'-0/2"O.C. WII veD E 3._6" 3._y," 3,-2Y 3,-2,. 3.-214" 3._6" Nov PROVED1 3' TE DOOR ROUGH OPENING INSIDE FRAME INSIDE FRAME INSIDE FRAME V INSIDE FRAME INSIDE FRAME 2Y s' 3'-5"DOOR FRAME SIM 3'-5"DOOR FRAME SIGNED DATE " The�aeas ara�leue.oras a"a 3'-1"DOOR INSIDE FRAME SIM p 1 SIM p 1 SIM D 1 J4 2„ 3'-1"DOOR INSIDE FRAME 2 rearavamaro"s nereo"are ma sme -- —�l f-- --1 0-1 ( -- —�� — neo-rei er sav-0TnmsI.— _ compan�as. Thy maymnot be uses or re�rotluce0 D 1 J6 tt s s --- e e --- I --- l z a D 2 SevannabT ma,Inc�CorV�iian_r 8 r____ _� am nay -----' ---- ----J ---- ----J ---- ----J ----- ©"aurae:. "T.m. - - REVISIONS: J �7(`T /� -- --� �— FABRICATION WILL NOT BEGIN Rev 8-1-I8 APPLIED D U EA �/ CAPS J —J `— —J —— —— UNTIL CONTRACTOR GUARANTEES Rev 2: 8-13-18 ALL DIMENGIONG..'IN WRITING" Rev 3: 10-1-18 YC TO DELAY DIMENSIONS Rev 4: - SIT IN LINE WITH THE WILL DELAY DELIVERY R-5: ypyp INTERIOR MULLIONS IGOOR ROUGH OPENING TYPICAL AT ALL DETAILS. SCALE: s FLOOD PROTECTION STOREFRONT W6 GL•1 DATE: ON DRAWING 3 PUN VIEW 7-22-2024 DRAWN BY: ME APPROVED BY: 5HEET: 3 30F8 71) fL rL NOTE:FLOOD BARRIER STORAGE AREA ET BE ON SITE. — LOCATION AND ARRANGEMENT TO BE DETERMINED BY THISDREING SUBMITTED FOR REVIEW OWNER'S REP. SUBMITTED FOR REVIEW ( ) AND APPROVAL TI,Mena tlrawla ,wa—d EABRICATION WILL NOT BEGIN ISOOa nnah.rim5,tec.00 12'-0"ROUGH PENING V.I.F. ROVED rep ese rations hereon are Me sole UNTILCONTRACTOR GUARANTEES ❑w,r propeM of Savannah TO-Inc.antl ALL DIMENSIONS..'IN WRITING' 13'-8"ROUGH OPENING(V.LF.) �" y4" ❑No ANO ARRRov �in'y`m.y I,.t�aao-rreprotlaeae Rlmera Beach,FL.33404 ED AS TO OELAV DIMENSIONS ll'-l%" RAMS SIZE with outtne wrinen mnsam of the WILL DELAY DELIVERY Phone:561,656,2556 3'-3V O.C. 6'-%"O.C. 3'-3y4"O.C. sa.aeean TH.1,Iae.Co .ti . Fax:561.656.2599 ©c.•m5n,sw,.Nn. .m". www.Sov ohTrims.com )'i" 13'-6'h"FRAME SIZE 2'-6"O.C. 6'- 'O.C. 2'-5Y4"O.C. SIGNED DA- 2J¢" 3'-1Ya" 24" 6'-6" 7Jz" 3'-1Y" 7Jz" INSIDE FRAME INSIDE FRAME INSIDE FRAME ' 2-3$ 214 6' 6" 2J4" 2'-3$" 714" IN AM INSIDE FRAME INSIDE FRAME II II � II II II 'I I I Q / V 6' 0" / A m FG-9 I FG-11 I I FG-12 I FG-13 � FG-14 I I FG-18 I FG-17 I I FG-18 / � � U I / 0f I I II I I I I v \ N LLJ / U z o ZE 3' 3s/" 1, DOOR ELEVATION D 18 0 4 ELEVATION NEW 9A'=1' W m 7'-4"[88"] Q FLOOD PROTECTION STOREFRONT W 10 GL-1 s FLOOD PROTECTION STOREFRONT W 11 GL'1 ROUGH OPENING z 4 PUN VIEW WB"=1' 4 PUN VIEW 7'-3"[87"] ° 2" FRAME SIZE 2" 6'-11"[831 DOOR OPENING 3'-5�"[41%B"] 3'-5%" " DOOR P G SKIN) DOOR PAN IN SKIN) DOOR z E ONLY NO SKIN)) R PANEL(FRAME ONLY NO SKIN) Q U SIT- D2 �_ b \\ Q \\\ - 13'-8"ROU H OPENING 12'-%"ROUGH OPENING(V.I.F.) / R' ACTIVE\ S-3%"O.C. 3'-4Y,"O.C. S-44"O.C. 3'-3-%"O.C. FRAME SIZE 6'-5"DOOR FRAME FRAME SIZE 4 2 LHR/RHR �^ 3'-�"FRAME SIZE 6'-6"DOOR R UGH OPENING 3'-6i"FRAME SIZE 2'-5%"O.C. S-4K"O.C. SIZE 3'-44"O.C. 2'-64"O.C. /I D2 \\ D2 3'-1Ya" 3'-1Y," 2'-3$" 6' 6" 2'_3Ya• D.F.E.=9.1'NAVp _ \ OPP. INSIDE FRAME 2Y 6'-1"INSDE FRAME 2" ° INSIDE FRAME 2K INSIDE FRAME 2fr INSIDE FRAME S2 INSIDE FRAME / ik"xl]"x Y,e'S.S.TUBE FRAME'\ _ z _ LL � o 1 1 J1 I 1 �4 e ° _ __ • _ D-3 • • ___ _____ _ _ ° " IL' < � ^ w \I L>`� DOOR DIB IS APPLIED BEATY CAPS APPLIED BEATY CAPS y" / h°FILLEI WELD SIT IN LINE WITH THE SIT IN LINE WITH THE INTERIOR MULLIONS INTERIOR MULLIONS661) - b _ TYPICAL AT ALL DETAILS. TYPICAL AT ALL DETAILS. NAVD 1]°xl2 x XA S.S.TUBE FRAME 6 FLOOD PROTECTION STOREFRONT W 10 GL-1 o FLOOD PROTECTION STOREFRONT W 11 GL'1 a PUN"W F1' a PHN FLOOD DOOR DI 4 w4"=1'P RETION5: 1 1 Rev I: 8-1-18 GIASSTVPES GIASST'PES INTERIOR Rev 2: 8-13-18 O INSULATED FLOOD CLASS O INSULATED FLOOD GLASS Rev 3: 10-1-18 ,1: 1 19/32"BRONZE-TINTED SOIARBAN 70#2 314 1 19/32"WME-TIMED SOIARBAN 70#2 Rev 4: - LIIE A EXIEROR LITE=J"SB70 CLEAR TEMP SURFACE#2 LITE A DCERIOR UTE_J"SE70 CLEAR TEMP SURFACE#2 Rev 5: ygyp EXTERIOR AIR SPACE SILVER STANDARD ARGON DS SILICONE BLACK AIR SPACE SILVER STANDARD ARGON DS SILICONE BLACK Rev 6: LITE Cl: 3g"CLEAR TEMP LITE Cl: g3"CLEAR TEMP / INTERLAYER: .090 CLEAR SSE INTERLAYER: .090 CLEAR SCE SCALE: LITE C2: 3g"CLEAR TEMP LITE C2: g3"CLEAR TEMP / nsSHOWN= ON DRAWING DATTE: 7-22-2o2a DRAWN BY: 1 FLOOD DOOR D18 ME 4 P'N Wz 14 APPROVED BY: 5HEET: 4 40F8 Savannah Trims.lnc. 1500 Avenue,R,5u,te I DO R—Beach,FL.33404 Phone:561,656,2556 Fax:561.656.2599 www.S—ohTnma.com 22'-3"ROUGH OPENING(V.I.F.) 22'-%"FRAME SIZE 2'-11Xs" 2'-11Xb 2'-11Xs' „ 2'-11Xs' ^ 2'-11Xs' „ 2'-11Xs^ ^ 2'-11Xs" 2X- INSIDE FRAME INSIDE FRAME INSIDE FRAME INSIDE FRAME INSIDE FRAME INSIDE FRAME INSIDE FRAME 21f" .a: II II II II II II II II II II II II II II , it II II ii n n II II II II II I I i i i i n I I GIA55TYPE5 � II O INSULATED FLOOD GLASS Q Ei-1: 1 19/32"BRONZE-TIMED SaARB%70#2 UTE A DI UIE=J"SB70 CLEAR TEMP SURFACE#2 m II AIR SPACE: }"SILVER STANDARD ARGON DS SILICONE BLACK J III di di III II III HT Cl: gT••CLEAR TEMP _ INTERLAYER: .090 CLEAR SOP II "' UTE C2 "CLEAR TEMP J II II ii n II FG-19 �� FG-20 I I FG-21 ii ii FG-22 I I FG-23 FG-24 I I FG-25 � II II II Q II II II II II J V II II II II � z o¢ J II II II II ¢ LL O ¢ i li di ili w w ¢ m ——-——--——--—— II II II II � o� II II II II W LJi O Q z O 3-1&',O.C. 3"-iifs"O.C. 3'-1w,"O.C. 3'-1%6"O.C. Y-1916'O.C. 3'-1%6"O.C. 3'-1W O.C. p O U Q 1 FLOOD PROTECTION FOREFRONT -1 5 ELEVATION VIEW YB'•1' J O 22'-3"ROUGH OPENING(VALE.) ---------------- 3'-1%6"O.C. 3'-l%,"O.C. 3'-lw6"O.C. 3'-1%6"O.C. Y-1916'O.C. 3'-1%6"O.C. 3'-1�{s"O.C. NOTE:FLOOD BARRIER STORAGE AREA TO BE ON SITE. LOCATION AND ARRANGEMENT TO BE DETERMINED BY 2-11Xs 2-11Xs" 2'-11Xs" 2-11&.. 2-1111 2'-11F&" 2'-11X6" OWNER'S REP. �/e INSIDE FRAME INSIDE FRAME INSIDE FRAME INSIDE FRAME INSIDE FRAME INSIDE FRAME INSIDE FRAME �" r 1 r 1 r _ 1 r _ r ----- THIS DRAWING BEING z a al Iz z a a z zI is a s x a al Ia z z a s ai Iz z z a zI Iz z z zI la a s al la a REVIEW _J x a a UBMITTEOV FOR W AND APPROVAL ° V APPLIED BEATY CAP °NOIEwE111GA1ROYE1As SIT IN LINE WITH THE SIGNED GATE INTERIORMULLIONS Theideaa drawl ,-aad ,apraaxa,atlaaa barxon a x ba,plx TYPICAL AT ALL DETAILS. y°`d—maaam`paa. They_y not be used or reprptluce0 Savannah Tr maelnc�C xwpwafiian. Ej FABRICATION WILL NOT BEGIN IBFLOOD PROTECTION STOREFRONT W 2 -1 NTILCONTRACTOR GUARANTEES 18ALLDIMENSIONS.ROWRITING" 18PLAN VIEW3V=I, TO DELAY DIMENSIONS WILL DELAY DELIVERY #11 SCALE: AS SHOWN ON DRAWING DATE: 7-22-2024 DRAWN BY: ME APPROVED BY: 5MEET: 5 50F8 Savannah Tnms,lnc. 1500 Avenue,R,5u,te I00 Ri,r Beach,FL.33404 Phone:561,656,2556 561.656.2599 www3mnnahTnms.com 22'-�46"ROUGH OPENING(V.I.F.) 122'-31%S'FRAME SIZE �,. 3'-2%' 3'-2%" 3'-23y' 3'-2V 3'-6" 2'-10T INSIDE FRAME INSIDE FRAME INSIDE FRAME INSIDE FRAME INSIDE FRAME INSIDE FRAME 1'-5%6" 2J4" INSIDE FRAME I I I I I I I I II II II II II III II II III II II II II GL-30 II GL-32 II II II II N II II II II II II II II II II II 1 .I. iIi ili lili iIi qi 1 II II II II II III II II II II II II I I g co 1 III .I. ili lil i 1 m 2'-107" \ )�" Q Ii I II I I — Ei I U3 I � i1i ii iU it /3•_0. I li / I � r FG-2fi FG-2 FG-28 l FG-29 FG-31 - l FG-35 - Elf II II ________ 1 i1i it it I /� — — ----' II II II I � m i II II I \ it II II II I / �I J w N II II I \\ a5 I O ¢¢ LL 1 i11 it it � O Ill 1 c?O s II II \ II Z5 ♦—Z U II II \ II L.LJ CD w E Q Q II II II I II LJ.J � on z O 3'-4%"O.C. 3'-431"O.C. 3'-4¢"O.C. 3'-4%"O.C. 3'-81f"O.C. 3'-1%"O.C. V-84",O.C. � Z 3 DPROTECTIONSTOREFRONTW3 GL-1 GIASSTYPES U 6 ELEVATIFLOOON NEW 118rzT O INSULATED FLOOD GLASS ¢ OIL 1: 1 19/32"BRONZE-71Mm SD ARBAN 70#2 C/3 UTE A DCFROR LITE=J"SB70 CLEAR TEMP SURFACE$2 AIR SPACE: 'SILVER STANDARD ARGON DS SILICONE BLACK O LITE Cl: �"CLEAR TEMP INTERLAYER: .090 CLEAR SGP LITE C2: �"CLEAR TEMP 22'-AS"FRAME SIZE 7^ 2'-54f6"ROUGH OPENING 3'-4%"O.C. 3'-436"O.C. O.C. 3'-4%"O.C. 3'-T O.C. 3'-l%"O.C. 1'-81fs'O.C. SIDE 3'-2�d" 3-2:4 3'-Z6y° 3'-23�" 3'-6" 2'-10'�" INSIDE NOTE FLOOD BARRIER STORAGE AREA ET BE ON SITE. 3" INSIDE FRAME 7J4" INSIDE FRAME INSIDE FRAME ?)¢° INSIDE FRAME 2j§" INSIDE FRAME INSIDE FRAME 2Jf FRAME LOCATION AND ARRANGEMENT TO BE DETERMINED BY Y2° 3'-5p DOOR FRAME SIZE y" OWNER'S REP. THISM DRAWING RBE ING UBITEDF REVI E W ___ ___ ___ ___ _J ____ --t- ANDAPPROVAL BUIDIN LIE BY W S(Tp) � a -ROVED AS APPLIED BEATY CAPS SIT IN LINE WITH THE SIGNED DATE INTERIOR MULLIONS The lde drawl ,—cnd ,xprx x 1a1Io s I,.—are 1� N. TYPICAL AT ALL DETAILS. °`d�m°"a"'"re "` pa�,+s. They m'cy not 6e used or reprpduce0 a FLOOD PROTECTION STOREFRONT W3 GL-1 SB8 T""e° nlian 6 PU1N MEW Ej FABRICATION WILL NOT BEGIN IBNTIL CONTRACTOR GUARANTEES 18ALL DIMENSIONS..'IN WRITING" -18TO DELAY DIMENSIONS WILL DELAY DELIVERY iff SCALE: AS SHOW ry ON DRAWING DATE: 7-22-2024 DRAWN DY: ME APPROVED BY: 5HEET: 6 60F8 Savannah Tnms,lnc. 1500 Avenue.R,5uu I CO RM-Beach,FL.33404 Phone:561,656,2556 Fax:561.656.2599 '"p @ BOLT HOLE @CONCRETE a"�@MASONRY a"G @MASONRY z"�@BOLT 3/4 HOLE @CONCRETE www.SovannahTnms.com s/ys'0 BOLT%a'0-2/6'0 HOLE 2 V-2 z°�@STEEL(TYP.) s/fi'G BOLT 3/e"�-�6'�HOLE @STEEL(TYP.) STOREFRONT AND DOOR COMPONENTS LIST: INTEWOR DRY i 0 @ STEEL(TYP.) @ STEEL(TYP.) 12"0 BOLT 3/4"0 HOLE @CONCRETE INTERIOR DRY SIDE 1. EXISTING CONCRETE(MIN.3000PSI.)OR CONCRETE FILLED C.M.U.NOT BY SAVANNAH TRIMS.(G.S.TO VERIFY MAKE-UP) 16"�BOLT 3/e"�-��s'0 HOLE @STEEL �I 10 21 g 1.A 21/y"XY4"ALUMINIUM BAR THE LENGTH OF EXRUSION 1 17 7 8 10 9 7 7 17 2. BACKER ROD AND CAULK,NOT BY SAVANNAH TRIMS. I TERXIR DRY SIDE 3. SHIM AS REQUIRED.NOT BY SAVANNAH TRIMS. 8 116 AT STEEL TUBE 4. SAVANNAH TRIMS DYNAMIC WATER STOP F-- 10 i___ _ ____ __________ ___ 2 5. DOEIGHT 795 SEALANT&BACKER ROD.FOAM UP TO FLOOD 11 9 21 11 HEIGHT@JAMBS 3 - 11 i - 3 6. EXISTING EXTERIOR BUILDING FINISH,NOT BY SAVANNAH +s 2' If 3, 3° 2'- �� f TRIMS. 7. SAVANNAH TRIMS FLOOD RESISTANT CURTAIN WALL 4 ,V Y4' = EXTRUSION. 12 ----_ ---11A AT STEELTUBE---_____. Ili�TRUCTURAL% - - -- Imo„------------------ --- ----- 12. 8. 2"x4"x16"H.S.S.TUBE WELDED AT BOTTOM TO 44"STEEL PLATE USING 1/a'WELD 60 KSI MIN.SEE DETAIL FOR LENGTH,SEE 5 5 DETAILS FOR TUBE AND PLATE DIMENSIONS. 8A. J"THICK STEEL PLATE WITH J"FILLET WELD TO H.S.S.STEEL TUBE 9. JJ12 x 11/4"STAINLESS STEEL TRUSS SCREWS.(2)AT EACH 6 ?y' EXTERIOR WET SIDE 15 q^ 5 14 12 13 HORIZONTAL M EMBER. 15 16 STRUCTURAL SEALANT BITE 16 15 6 10. x 5 DEWALT SCREW BOLT WITH MIN.EMBEDMENT, 16 STRUCTURAL SEALANT BITE i' i" i' EIRERIOR WET SIDE - MIN EDGE DISTANCE INTO 3KSI CONCRETE AT FLOOR.(SEE EXTERIOR WET SIDE WALL BY OTHERS(TYP.) DETAILS FOR MIN.EDGE DISTANCE AT KNEEWALLS.) DOUBLE SIDED SEALANT STOP TAPE OR JI JAMB DETAIL AT WALL INTERMEDIATE MULLION DETAIL JAMB DETAILATWALL 11 ADHESIVE SEALLANTTA E OR SEALANT STOP GASKETS SIDED D-1 PUN VIEW 11R'=1'V D-1 PWJ VIEW T 14" D-1 PWJ VIEW T=1'-s" 12. NEOPRENE GASKET 13. INSULATED FLOOD RESISTANT GLASS >_ 14. 983 STRUCTURAL SEALANT APPLIED IN THE FABRICATION SHOP Of Q 15. INSULATED GLASS AIR SPACER SILVER � 16. BEAUTY CAP ADHERED WITH STRUCTURAL SEALANT OR co SIDED TAPE 17. RESERVED J 18. 3"x6"x g"ALUMINUM PLATE WITH SETTING BLOCKS CENTERED l� DRILLING COUNTER SUNK SCREWS.FROM ENDS.FASTENED TO RAME WITH(3)J110 S.S.SELF 19. RESERVED J 20. 11"x 321"x 16"A36 STEEL TUBE INSERT WELDED TO TOP PLATE Cn USING Y4"WELD 60 KSI MIN.(SEE DETAIL FOR LENGTH) 1'-O"(nP.) INTERIOR DRY SIDE 21. 1"x 1}"x J"ALUM RES.TUBE(SHIM TO BE FLUSH WITH GLASS) INTERIOR DRY SIDE 22. H8 S.S.TEK SCREW U 9 4 21 8 7 23 2921 27 29 23 21 7 8 10 9 17 1 10 2 26 26 2 23. 1"x 2j"x6'-211-1 5"STOREFRONT DOOR CONTINUOUS HINGE � 24. 2"x5"xj"MITRED&WELDED ALUM.TUBE FOR DOOR FRAME r >, 27 >/^ AND DOOR PANEL FRAME.(DOOR PANEL BOTTOM RAIL IS A Q a e X r 29 23 2"x12"x 26 25. 21"x i"CUSTOM GASKET @ JAMBS AND HEAD.21"x a"GASKET @ m THRESHOLD. J v 3 I s 26. 1"xl-"x1-"ALUM.PLATE WITH H14 x 1"'S.S.SELF-DRILLED J 3` 3°-..1. 5. z w c g1 14 3 COU�NT�RSINK SCREW @ 6"O.C. Q ZOs¢ J 3 n 4 27. a"x1}"ALUMINUM PLATE CD Z 12 11 28. '4"x 3 TEKS SCREW @6"O.C. cJ p s 4 33 33 33 4 29. 1"xO.1875 ALUMI NUM FLAT BAR UI z 5 30. SHIM AS REQUIRED L_u o¢ m 31. 1-4"x116"ALUMINUM PLATE W/#14 x 1"COUNTERSUNK S.S. O w z SCREWS @ 5"O.C. _ O 15 34 22 4" 6" 32. e"THICK NEOPRENE SHIM 13 14 15 5 16 22 24 32 34 13 32 24 22 16 15 34 32 24 Q 19 12 1A 5 15 14 18 13 16 5 3A 21 6 13 33. e'xl"xis'ALUMINUM CUSTOM ANGLE LJ.J o SEE DETAIL SEE ELEVATION FOR 34. RESERVED m S3/D2 HARDWARE LOCATION EXTERIOR WET 35. e'xh"ALUMINUM FLAT BAR SHIM Q EXTERIOR WET SIDE 36. J"x4"BENTALUM.THRESHOLD ATTACH WITH J"x3"LONG S.S. Z TAPCONS @ 12"O.C. U J-a DOOR JAMB DETAIL m PUNVEw 5 DOORJAMB DETAIL o D1 PUN NEW Z ROUGH OPENING(VERIFY IN FIELD) 3'-21¢^[38W] Q " 2'-1 Ok' C/3 3% 3% O EXTERIOR WETSIDE 4 �° 5" 1T/g" U 5 11 = 2 9%"[33%j r 1 LASS 34 5 a 11 1 14 WATER PRO FING 14 16 30 LINTEL BY 1 BY OTHERS < 33 31 o OTHERS 6 17 7 B 28 0 I6 6 Dl 4„ 4" INTERIOREXTERIO w D.FE=.1'NAVO DRYSIDE WET SI 20 � 19 INTERIORz )OERIOR 9 is ET 3° = 1 2���6^[2 I6^] THIS DRAWING BEING 25 2' \ BY OTHERS 6 6 O o o DRY SIDE 2 ,°�-5 w0E z BEYOND 14 17 "� 19A° 7 y5 IS WW"L �'w GLASS SUBMITTED FOR REVIEW 23 - 14 u N �, AND APPROVAL 16 16 �-' �= ❑wITM rwio_A-Es RovEF 26 2 6 15 INTERIOR TOP SIDE 3 19 z ,� 9 11 10 ` n ,� ❑NEviEwEF AND AFFRovED As BY OTHERS WETSIDE VIEW VIEW 2 LHR = 37 16 5 PLATE DETAIL - 36 7 I- 14 15 12 `_I o �_ -tiI, w SIGNED FATE 1 INTERIOR DRYSIDE - EXTERIOR WET SIDE 7 N 12 15 ,� DOR D23 3 i 23 ms aess emwmg:woms s d 14 8 reP,ess"rsw"s here."are ms- $ 6 2 mnv-me wrtm­�o":e prm d STRUCTURAL 6 i 16 DI D1 u sa"w""sh Tams,ms.c.m.ms.". 117$i SEALANT BITE 6 D1 s1 lILL AIL TOP PLATE AT LINTEL DETAIL B2 HEADER DETAIL s1 SILL DETAIL L__ _ J _ FABRICATION WILL NOT BEGIN D-1 SECTION NEW 3'=1'-0' D-1 SECTION VIEW PWV VIEW EXTERIOR ALL CONTRACTOR GUARANTEES ALL DIMENSIONS.'IN WRITING' WETSIDE r TO DELAY DIMENSIONS RIfTION5; W ILL DELAY DELIVERY 1f Rev -I8 EF:4.9'AVD Rev 2: 8-13-t3-18 Rev 4 s-23-21 OGIASSTYPES YYY III"` Rev 5 Off INSULATED FLOOD GLASS Rev 6 GL-1: 1 19/3z^MZE-TNU SOIARBAN 70 p2 4 TYPICAL STOREFRONT FLOOD DOOR DETAILS UIE A EXTERIOR UT=J"SB70 CLEAR TEMP SURFACE#2 DI ELEVATION Y4'=1'-0" AIR SPACE: 4"SILVER STANDARD ARGON DS SIUCONE BLACK SCALE: AS UTE Ci: J"CLEAR TEMP SHOW ON DMWING INTERLAYER: .090 CLEAR SOP D ATE -1s-2ov LITE C2: J"CLEAR TEMP DRAWN BY: ME APPROVED BY: C.B. 5HPPT: D1 Di OF 8 TYPICAL STEEL DOOR DETAILS - INTERIOR INTERIOR FLOOD S.S.FLOOD DOOR AND ALUMINUM STOREFRONT FLOOD DOOR COMPONENTS LIST: Savannah Tnms,lnc. . DRY SIDE DRY SIDE 5 ___ 1500 Avenue.R,5uu I00 it \ 1. EXISTING STRUCTURE BY OTHERS MIN.3000 PSI CONCRETE OR CONC.FILL IF C.M.U. Rmera Beach,FL.33404 �6= 2 \ 2. 'g"x4"LONG HEX HEAD DEWALT 316 STAINLESS STEEL WEDGE-BOLT WITH 3"MIN.EMBED,3 J"MIN. Phone 561,656,2556 _ DOOR D-18-DOUBLE DOOR-QUANTITY: 1 Fax:561.656.2599 Door Swing:RHR/LH EDGE DIST.8"MIN.O.C.SPACING _.SovamahTnmsc n \ Material: Galvanized Steel Finish:STANDARD POWDER COAT \ 3. DOWSILL 795 SEALANT&BACKER ROD.USE SAVANNAH GASKET&FOAM UP TO FLOOD HEIGHT 2 `" Size:(SEE ELEVATION) 6 3A. SHIM AS REQUIRED. 3 - '� I I \ Glass:NO I"TAPCON pg 2g 3 / ACTIVE\ Suoolied Hardware: 4. 3"x4"x J"S.S.ANGLE r 1 6'� 1 - (1)Set Weatherstrip:Savannah Trims Custom Gasket 4A. RESERVED 1 7 \ 2 1 Each ADA Thresholds-Zero 567 LHR/RHR \ O 5. 1 J"x�"S.S.FLAT BAR SPACER 2 EXTERIOR EXTERIOR a 27 AIR AP _ 02 7 02 D2 (1)ZERO INTERNATIONAL MODEL 39W DOOR SWEEP AIR GAP 27 WET SIDE WET SIDE 6. 1�"x1"xg"STAINLESS STEEL TUBE FRAME MEMBER Y 2" �6 D.O. D.O. /tb 2° d D.EE=9.1'NAVD w \ HARDWARE NOT SUPPLIED BY SAVANNAH TRIMS 7. 1 J"x J"S.S.FLAT BAR GASKET HOLDER a / \ Templates For Hardware To Be Supplied By Diamond: 8, x 20 DUOROMETER EPDM BLEND GASKET PRECAST PANE 16 GA.ALUM BREAK METAL 4 to • (1)HANDLE:VON DUPRIN 990NL NIGHT LATCH ry CPRECAST PANEL 1 CLOSER:LCN-4040XP SERIES 9. 1 ALUMINUM FLAT BAR DOOR STOP SPACER ANCHORED WITH 6 TAPCON 0 12" \ • O "x 9e" _ 4 O.C.AT BLOCK AND ADHERED TO \ /i (1)EXIT DEVICE:VON DUPRIN 9827/9927 SURFACE MOUNTED 10.2%Yx J"S.S.TUBE WELDED TO STEEL ANGLE AT TOP AND STEEL PLATE AT BOTTOM a PRECAST WITH DOW-SILL 795 4' - VERTICAL \I DOOR DIB // ROD DECICE USING J"WELD 60 KSI MIN. JAMB DETAIL AT HINGE 2 JAMBDETAILATHINGE 11.2%5"x J"S.S.TUBE STOREFRONT FRAME&DOOR FRAME D2 7=1'0' D2 12.2"x4"x J"6061-T6 ALUM.TUBE \ / 13.2"x1 O"x "6061-T6 ALUM.TUBE WITH J"ALUM BAR INSERTS TOP AND BOTTOM SPOT WELDED TO TUBE 71A" i \ � i / it 14. 1"x1"x�"ALUM.ANGLE 31A6" DIV 39/16' 3%6" \ / II�--}} 15. COUNTERSUNK#14 304 S.S.S.M.S.®2"FROM ENDS AND 4"O.C.FOR THE BALANCE WITH FULL \ / INSIDE L J INSIDE THREAD ENGAGEMENT.ALL AROUND GLASS POCKET PERIMETER. I I 16. BEAUTY CAP ADHERED WITH STRUCTURAL SEALANT OR DOUBLE SIDED TAPE EXIST.EXi. 1r/6 py // 1 D1 ' PHI 17. RESERVED 1 .PRECAST 3A F.F=4.9'NAVD 18. RESERVED 3 - 2 \_ 19. SAVANNAH CUSTOM THRESHOLD(g"S.S.PLATE OVER 2'x 2"GASKET& 1 2"x 2"SPACER),SET ON FULL co - REFERENCE ELEVATIONS BED sEALANT(NOTCHED FOR REMovnBLE MuwoN) J fSIDD-1-1 - N.T.S. 20. g5"THICK S.S.PLATE WELDED TO BOTTOM OF MULLION BASE PLATE. 3A 2 211, 2Y18'� '� 21.EXISTING CONCRETE FLOOR BY OTHERS(MIN.3000P51.)(NOTED AS 4,000PSI IN CONTRACT DOCS.)22.7x"THICK S.S.BASE PLATE PLATE WELDED TO 2"xY")J"STEEL TUBE. Cq5 23.(4)J"-13 COUNTERSUNK S.S.M.S.INTO DEWALT STEEL DROPIN-CARBON STEEL KNURLED WALL 1 1 DROP-IN ANCHOR12 INTERIOR 24.J"-16 S.S.SIDEWALK BOLT TO BE INSTALLED WHEN MULLION IS REMOVED EXTERI INTERIOR25.g3"-16 S.S.M.S >_5" 26.COUNTERSUNK J"304 S.S.S.M.S,®2"FROM ENDS AND 4"O.C. af EXTERIOR 27.CONTINUOUS HINGE MODEL SL21 m 28.A"THICK OR#11 GAUGE 304 OR 316 STAINLESS STEEL SKIN BONDED TO DOOR PANEL FRAME AND J v TYPICAL HEAD DETAIL 4 HEAD DETAIL / PERIMETER WELDED AT DOOR PANEL EDGE Z z5 30. ¢ J 29. RESERVED RESERVED � REFERENCE PLAN 31. RESERVED UUU � Z a 28 32. J"x 3"LONG S.S.TAPCONS®12"O.C. o ¢ - - N.T.S. 33. 2"x 5"x�g"S.S.TUBE = c'w z0 10 34. 1"x 2"x�"S.S.TUBE U Ii o BE 28 W I I Q w g !I I o EIlTERIOR #"FILLET WELD WETSIDE ALL AROUND fi g" 24 ANGLE TO POST 6 1Yz" 22 '00ERR)R u 20 g WETSIDE TI,t, 9827/9927 Surface mounted vertical rod device smm.maa bclm.« _ LCK 4040XP Series « � s lII Z 11 19 slid-tern 32 U 9uzx9sns,mcem«a,tm.«nml+meaneerprall tvpeadaaace« eamra l,L,wmr« �•�eloq Avanau.wm,lsaw„s.o u,.op.rmrg same .wommler..ncmarlagawm,mmar.,m Q 5 THREId- SHOLD DETAIL 23 21 • J J J J P.�kvnn=aaareD•.'kesareRn,"aero°cave"M°°'se3zm..Da�epc�.•,x:,a�.r,dlw., Nrcem3fi"E°d MMu O.B M1eIBMt°ndpvAtM1stamaEuu C/3 _ _ ° r.,opkemv •areaet-ANS AIsfia •al,reem«Lquaxnpm+p,corsntent D2 3'=1'-0' 34 • .Mears a°n_an Amalmr,Ad Np,.PRv lCepreaM1zure reuse valve)eezMn I�eoPP.ee cox me P„ewr,km9mtl deevKel,�amanaarm esro,+nenrrgmeame J _ _ mmnsare azmsD lmeca mpg ngl ss tvpre zvnWl«wslmmammw,kan•I.venkalrmaro ea, °_ IatcM1 µarasare aragmlempmtea th M1mtmm maddx emae.ce hamawnagety,mpac¢of nrb E•P••er IIIn8e1Wm1 pmn sAW«pmrtveamape. s THRESHOLD DETAIL � `��� �" �""°"�" ""'°'" �""'"�' agumeva paa•mp p,mmprdp«a •aal•uvI Maxppenma Izo° mwrr�eazee mamcenance.ana 6 D2 7=1'+7 Nn,.„«-�wamr cswrew vaa,,,,arannm wa• Ndepmn 9o-rzo°m renepn m o a 19 aw•ap.aM.. aar.rwor,e 1Yib1�q .s„ap-«+ PrwrtnMpat�pmtactm m dame 1 No l mm amuns xn ::% 4° 1 5° v.a«w•a.°° ,,,""Ip� ,a.,, Nde ope,,: es¢o° .Pwvev coven.I,uat vests wr,aerumr, m•.a,a"gww" saavlacwe, YerWerrrn••i __ Parallelarm wl[I,fi3PA •�����, E.»�I n,muaupn .� •��Yi°°"vex« rlple pmn. leo ° meaaazrmem l 11 3>is" I6 oe. n Mmlertrmesbmenp+adu, p 9 ,• , e w+r „ EDAan°prensbn « ua,net p..ekw , .meamn.ma Pm'„g:. LCN Green Dlal tpmxe d,e sswpn I are Leo° «n c+spa„a+«aaawstr� 23 .Pe.l-Pznca tamdace+««,Irx ana Q ` - 33 F t t r r wR r•® aw,°« >+ro.mm nm.. apam„a:no. me scr rp 'Y`- Nde open: lo° Petant-penaingposltNestop tp+aeeent THIS DRAWING BEING 22 \ 20 UNDER#22 " Yz" ��'"mn"'«"am r'° 'w� ° conmuam •Apprw.ee rot nrterp.usalSRlcmted Patenewt mbnn8tvrkea out AND APPROVAL Frvir«•nmtal pprrnee br inter«use SUBMITTED FOR REVIEW • rRw+ ,• tpenp n8rt8da[bn veh2 •Ipme -rot mz cdp,maracas 2 19 e.� e",„"•r•"„ ,., m my) neemr,aentsmma°juxmenM ra -wm rvo crvnrvcES ROveD 19 34" 11%6 _ - ✓IA•In•aarvnl pw.rao,..0'a' •lCN's ztama,dall weaeM1erfldtl •8reatertlmrcpntrol ar fi°°'m` ` 1Of�w°"°^'�° perlomvtotemp«alumrengez+mm �REVIEiWEDAND-ROVEDAS � V. nlc visuals aro Indcalvz tp mace 130°F 69°C b-30°F 35°C (13nm1 f•I: )gran ( ) ( 7 THRESHOLD SECTIO aan:tmenis r aster.cover.am mmsxra •ILN's mat flniznw 100 m uu•e PPwee. ,Passes wz rvvmam numn •BR cpeatwpmtre-zpp[aagztp REMOVABLE MULLION•STILE MEETING D2 PLAN VIEW OF BASE r=rU sscr nam+zal[mreYwnkM1 Svs bur mrerectl.a,nstructmrsamt«arsnPpm SIGNED DATE rYntla••nwzW sWr6Martrmb MK•tl/Iw••a• ,lwdprtwwrb _ _ eANSl staroaN brconpsmn �A>b,p. �, °r,m,,.aa. °«„w z.,am nlr,•nb 3a sNrnnR ,r Innn-nanem ass an �, „any n�,a wu rerrg.s prrmanrs g:wadsaad / --T�� v slrrar,a p,a, arry Tna eaaaaarnn 1_ l 1WIWi taMlmnayum.rbrr,rapad perom,anra •mlmatmMsp ng v:esl fi represadapops nareop are ma aoa - - /i -...vr s ,•ey ra prapeM pi Savennen Trims.Inc.aJ.na 1y4" % �. :r�,.,,".�a.�w,.w�.,�ew�.,..��...w..,.�....�a, •snau-d«al,est-tremae roreaa nxl m°i,ale,°a°ompenias. tnsMm artara,romas A-thHomo psad p-th,cea wim p«ma wraan conaamdma -, :o am.-,Q r m.r I.aaa•m. « oe arn,a to a Pa.r C J 1y4' Y " ` savenaenTrma,mp. 5 a.awwam �M1 a"� `m.PIN. an�pnropn I ©CopydgM 6,vmmllTdm,.lnc. 31y" 1?g" a«r..wmN •°°°°'-e'e"in03°•t-,^^^°'^0 •Ilns^pumaldlem.ta ra areace, c FABRICATION WILL NOT BEGIN 9 TYPICAL S.S.H.M.FRAME UNTIL CONTRACTOR GUARANTEES 25 D2 1'-0'=1'{I' ALL DIMENSIONS..-IN WRITING' 28 TO DELAY DIMENSIONS WILL DEIAV DELIVERY I s 41 a REV 5 ON5 Rev I: 8-1-I8 6 = DOOR SCHGEDULE DOOR HARDWARE SCHGEDULE Rev 2: 8-13-18 10 DOOR SIZE DOOR CLOSER DOOR PULL HANDLE PANIC E%IT ROD Rev 3: DOOR NUMBER DOOR TYPE LOCATION QUANTITY (APPROX.) FLOOD CONTROL METHOD DOOR NUMBER DOOR TYPE 4040%P SERIES 990NL 9827 OR 9927 HARDWARE FINISH ( ) Rev 4: 6-23-21 4A D-1 ALUMINUM STOREFRONT SINGLE DOOR STORE FRONT W-6 1 3'-0"x 7'-0" PEDESTRIAN FLOOD DOOR AND FRAMES D-1 ALUMINUM STOREFRONT SINGLE DOOR YES YES YES DARK BRONZE POWDER COATED Rev 5: IM T 3'0°x T-0° Rev 6: BI � 25 D-2 ALUMINUM STOREFRONT SINGLE DOOR STORE FRONT W-fi I PEDESTRIAN FLOOD DOOR AND FRAMES D-2 ALUMINUM STOREFRONT SINGLE DOOR YES YES YES DARK BRONZE POWDER COATED I'-. I D-3 ALUMINUM STOREFRONT DOUBLE DOOR STORE FRONT W-10 I 6'-D"x T-0° PEDESTRIAN FLOOD DOORS AND FRAMES D-3 ALUMINUM STOREFRONT DOUBLE DOOR YES YES YES DARK BRONZE POWDER COATED = D-4 ALUMINUM STOREFRONT DOUBLE DOOR STORE FRONT W-11 1 6'-0"x 7'-0` PEDESTRIAN FLOOD DOORS AND FRAMES D-4 ALUMINUM STOREFRONT DOUBLE DOOR YES YES YES DARK BRONZE POWDER COATED D-5 ALUMINUM STOREFRONT SINGLE DOOR STORE FRONT W-3 I 3'-0°x T SCALE: -0" PEDESTRIAN FLOOD DOOR AND FRAMES D-5 ALUMINUM STOREFRONT SINGLE DOOR YES YES YES DARK BRONZE POWDER COATED As SHOWN ON DRAWING D-18 HOLLOW GAIN.STEEL DOUBLE DOORS SEE ARCH.PLANS 1 5'-2°x 6'-8" PEDESTRIAN FLOOD DOOR AND FRAMES D-I8 HOLLOW GAV.STEEL DOUBLE DOORS YES YES YES DARK BRONZE POWDER COATED DATE: C 5-19-2021 Y" O DRAWN DY: ME APPROVED BY: C.B. SHEET: B REMOVABL MULLION-STILE MEETING D2 D2 REFLECTED CEILING VIEW a=r-0' D2 OF 8