QMI STORMSAFE SCREEN - OPERABLE IMPACT SCREEN - NON-HVHZ INSTALLATION AND ANCHORAGE DETAILS
|
|
- Frederica Tyler
- 5 years ago
- Views:
Transcription
1 QMI STORMSFE SCREEN - OPERBLE IMPCT SCREEN - NON-HVHZ INSTLLTION ND NCHORGE DETILS GENERL NOTES: 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT EDITION THE FLORID BUILDING CODE (FBC) REQUIREMENTS WIND ZONE, MISSILE LEVEL D T THE DESIGN PRESSURE(S) STTED HEREIN. THE PRODUCT DETILS CONTINED HEREIN RE BSED UPON SIGNED ND SELED TEST REPORT # CTL 166W-, ND SSOCITED LBORTORY STMPED DRWINGS. 2. DEQUCY THE EXISTING STRUCTURL CONCRETE / MSONRY ND 2X FRMING S MIN WIND FORCE RESISTING SYSTEM CPBLE WITHSTNDING ND TRNSFERRING PPLIED PRODUCT LODS TO THE STRUCTURE IS THE RESPONSIBILITY THE ENGINEER OR RCHITECT RECORD.. IMPCT SCREEN MTERIL: 0 STINLESS STEEL PNEL FRME MTERIL: 600-T LUMINUM LLOY CORNER KEY MTERIL: 6061-T6 LUMINUM LLOY. MINIMUM SEPRTION DISTNCE 1 INCH SHLL BE PROVIDED FOR LL INSTLLTIONS.. MXIMUM PNEL SIZE: 6." X 17." 6. PNELS MY BE MOUNTED HORIZONTLLY WHERE PPLICBLE. 7. THE DRWING SECTIONS HEREIN DEPICT TYPICL CONCRETE / MSONRY ND WOOD INSTLLTION NCHORGE CONNECTIONS. THESE DETILS MY BE USED INTERCHNGEBLY S FIELD CONDITIONS DICTTE. INSTLLTION NOTES: 1. ONE (1) INSTLLTION NCHOR IS REQUIRED T ECH NCHOR LOCTION SHOWN. 2. THE NUMBER INSTLLTION NCHORS DEPICTED IS THE MINIMUM NUMBER NCHORS TO BE USED FOR PRODUCT INSTLLTION.. THE OPERBLE SCREENS MY BE MOUNTED DIRECTLY TO THE CONCRETE / MSONRY OR WOOD SUBSTRTE, PROVIDED THE NCHOR QUNITY ND SPCING IS MINTINED.. FOR INSTLLTION THE LUMINUM SUBFRME INTO WOOD FRMING, USE #12 WOOD SCREWS SUFFICIENT LENGTH TO CHIEVE 1 1/2 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTNCE IS / INCH.. FOR INSTLLTION THE LUMINUM SUBFRME THROUGH 1X BUCK TO CONCRETE / MSONRY OR DIRECTLY INTO CONCRETE / MSONRY, USE 1/ INCH ITW TPCONS MEETING THE FOLLOWING INSTLLTION REQUIREMENTS::.1. CONCRETE SUBSTRTE /2 INCH MINIMUM EMBEDMENT /2 MINIMUM EDGE DISTNCE..2. MSONRY (CMU) SUBSTRTE INCH MINIMUM EMBEDMENT MINIMUM EDGE DISTNCE. 6. FOR INSTLLTION THE SCREEN FRME INTO THE LUMINUM SUBFRME USE #12 X / INCH HEX HED SMS SCREWS 7. MINIMUM EDGE DISTNCE ND EMBEDMENT EXCLUDE WLL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOM, BRICK VENEER ND SIDING). 8. FOR CONCRETE BLOCK PPLICTIONS, DO NOT INSTLL INSTLLTION NCHORS INTO MORTR JOINTS. 9. INSTLLTION NCHORS SHLL BE INSTLLED IN CCORDNCE WITH NCHOR MNUFCTURER'S INSTLLTION INSTRUCTIONS ND NCHORS SHLL NOT BE USED IN SUBSTRTES WITH STRENGTHS LESS THN THE MINIMUM STRENGTH SPECIFIED THE NCHOR MNUFCTURER. PROJECT # GLENLKE VE. ITSC, IL 601 STORMSFE SCREEN - OPER. IMPCT SCREEN - NON-HVHZ GENERL ND INSTLLTION NOTES DTE: DRWN : PREPRED : RJ DRWING NO: SCLE: Robert J. moruso, P.E. Florida P.E. No. 972 /6/1 RJ UPDTED TO TH ED. (201) FBC DTE 1 - Phone: Fax: PO BOX 2077 LONGWOOD, FLORID 272 FBPE C.. NO INSTLLTION NCHOR CPCITIES FOR PRODUCTS HEREIN RE BSED ON SUBSTRTE MTERILS WITH THE FOLLOWING PROPERTIES: WOOD - MINIMUM SPECIFIC GRVITY IS CONCRETE - MINIMUM COMPRESSIVE STRENGTH 200 PSI MSONRY - STRENGTH CONFORMNCE TO STM C-90, MEDIUM WEIGHT, DENSITY > 117 PCF. TBLE CONTENTS SHEET 1 2 SHEET GENERL ND INSTLLTION NOTES ELEVTION ND NCHOR LYOUTS VERTICL & HORIZONTL SECTIONS VERTICL & HORIZONTL SECTIONS BILL MTERILS & COMPONENTS DESIGN PRESSURE RTING (PSF) +7.0/-.0 IMPCT RTING WIND ZONE MISSILE LEVEL D
2 DTE PROJECT # GLENLKE VE. ITSC, IL 601 STORMSFE SCREEN - OPER. IMPCT SCREEN - NON-HVHZ ELEVTION & NCHOR LYOUTS DTE: DRWN : /6/1 RJ UPDTED TO TH ED. (201) FBC " FROM CORNERS (TYP.) D 6 1/2" MX. PNEL WIDTH 6 1/2" MX. D.L.O. WIDTH E H I M " MX. FROM 6" MX. 6" MX. FROM 9" MX. 17 1/2" MX. PNEL HEIGHT 19 1/2" MX. D.L.O. HEIGHT 2-/" MX. HINGE (TYP.) J F C L C L C B 6 1/2" K G #12 X /" HEX HED INSTLLTION SMS (TYP.) " MX. FROM 6" MX. 6" MX. FROM 9" MX. INSTLLTION NCHOR (TYP.) PREPRED : RJ DRWING NO: SCLE: 2 Phone: Fax: PO BOX 2077 LONGWOOD, FLORID 272 FBPE C.. NO /2" Robert J. moruso, P.E. Florida P.E. No. 972 L ELEVTION NCHOR LYOUT NCHOR LYOUT
3 1661 GLENLKE VE. ITSC, IL 601 STORMSFE SCREEN - OPER. IMPCT SCREEN - NON-HVHZ VERTICL & HORIZONTL SECTIONS DTE: DRWN : PREPRED : RJ DRWING NO: SCLE: PROJECT # UPDTED TO TH ED. (201) FBC /6/1 RJ DTE D VERTICL SECTION CONCRETE / MSONRY SUBSTRTE F HORIZONTL SECTION CONCRETE / MSONRY SUBSTRTE G HORIZONTL SECTION SHOWN IN 2X WOOD FRMING Phone: Fax: PO BOX 2077 LONGWOOD, FLORID 272 FBPE C.. NO. 29 Robert J. moruso, P.E. Florida P.E. No. 972 E VERTICL SECTION SHOWN IN 2X WOOD FRMING VERTICL SECTION CONCRETE / MSONRY SUBSTRTE L VERTICL SECTION DIRECT MOUNT 2X WOOD FRME SUBSTRTE
4 1661 GLENLKE VE. ITSC, IL 601 STORMSFE SCREEN - OPER. IMPCT SCREEN - NON-HVHZ VERTICL & HORIZONTL SECTIONS DTE: DRWN : PREPRED : RJ DRWING NO: SCLE: PROJECT # UPDTED TO TH ED. (201) FBC /6/1 RJ DTE I VERTICL SECTION CONCRETE / MSONRY SUBSTRTE J HORIZONTL SECTION CONCRETE / MSONRY SUBSTRTE K HORIZONTL SECTION SHOWN IN 2X WOOD FRMING Phone: Fax: PO BOX 2077 LONGWOOD, FLORID 272 FBPE C.. NO. 29 Robert J. moruso, P.E. Florida P.E. No. 972 H VERTICL SECTION SHOWN IN 2X WOOD FRMING M VERTICL SECTION DIRECT MOUNT CONCRETE / MSONRY SUBSTRTE
5 1661 GLENLKE VE. ITSC, IL 601 STORMSFE SCREEN - OPER. IMPCT SCREEN - NON-HVHZ COMPONENTS & BILL MTERILS PREPRED : PO BOX 2077 LONGWOOD, FLORID 272 FBPE C.. NO. 29 Phone: Fax: DRWN : SCLE: RJ DTE: DRWING NO: PROJECT # UPDTED TO TH ED. (201) FBC /6/1 RJ DTE Robert J. moruso, P.E. Florida P.E. No. 972
SLIDING GLASS DOOR - NON-IMPACT
48 5/8" PNEL WIDTH 48 5/8" PNEL WIDTH 95 /2" OVERLL 93" PNEL SLIDING - O 45 OVERLL WIDTH 90.25 OVERLL WIDTH X X O 4 /2" GLSS DLO 4 /2" GLSS DLO C 85 /8" GLSS DLO 95 /2" OVERLL WIDTH 48 5/8" PNEL WIDTH
More informationHORIZONTAL SLIDER - LARGE MISSILE IMPACT
HORIZONTL SLIDER - LRGE MISSILE 36" MX. SSH WIDTH GLSS DLO 7 /" WIDTH 7" MX. UNIT WIDTH GENERL NOTES:. THE PRODUCT SHOWN HEREIN IS DESIGNED ND MNUFCTURED TO COMPLY WITH THE FLORID UILDING CODE (FC), CURRENT
More informationValidated By National Accreditation & Management Institute. Certification Agency National Accreditation & Management Institute
Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product pproval USER: Public User Product pproval
More informationSINGLE HUNG - LARGE MISSILE IMPACT
- LRGE MISSILE GENERL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED ND MNUFCTURED TO COMPLY WITH THE FLORID UILDING CODE (FC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICNE ZONE (HVHZ) ND IS RTED
More informationReport No
Certificte of Authoriztion 984 _ CREEK 175 Edinburgh Dr Tmp, FL 647 TECHNICAL SERVICES, LLC FLORIDA BUILDING CODE 5H EDITION (14) EVALUATION REPORT Mnufcturer: (81) 480-41 SHEFFIELD METALS INTERNATIONAL
More informationCROSSING PLANKS SHALL BE SOFTWOOD MIN. 6096mm (20') LONG PLANKS ENDS TO BE BEVELED (SEE DETAIL1)
TOP OF CROSSING BEVEL TO BE OFFSET MIN. 508mm (0") FROM THE EDGE OF CROSSINGS TO HVE SUITBLE PPROCHES ON EITHER SIDE WITH DEQUTE SIGHTLINES MIN. 508 (TYPICL) C L CROSSING CROSSING PLNKS SHLL BE SOFTWOOD
More information5DDWRDC WIND-DRIVEN RAIN RESISTANT STATIONARY LOUVER
1300 ENTERPRISE ROD GENEV, LBM 36340-0580 800-239-4621 FX 1-800-508-1469 www.reliablelouvers.com 5DDWRDC WIND-DRIVEN RIN RESISTNT STTIONRY LOUVER MIMI-DDE PPROVED MIMI-DDE COUNTY, FLORID NOTICE OF CCEPTNCE
More informationSTARTRAC BUILDING ORDER BUILDING INFORMATION
Page 2 BUILDING: Geometry Width: 60'-0" Dist to Ridge: 30'-0" Length: 200'-0" Bay Spacing: 10@20'-0" Eave Height : Eave Height C: 24'-0" 24'-0" Roof Slope : Roof Slope C: 2.00 2.00 :12 :12 Col Location
More informationBRICK LINTELS. ~2 cm STRETCHER COURSE BRICKWORK MOUNTING OF LINTELS UP TO 2 M BRICK LINTELS STRETCHER COURSE BRICKWORK
BRICK LINTELS STRETCHER COURSE BRICKWORK BRICK LINTELS STRETCHER COURSE BRICKWORK Lintel consist of t lest three courses of bricks bonded with mortr. The first course of bricks, ech verticl joint, hs nchors
More informationGS-0515ADC-EA-HC. ALUMINUM 5 ROW x 15'-0" - STANDARD SERIES MODEL CS.1 WITH AISLE & HANDICAP SPACE 5 ROW BLEACHER COVER SHEET GS-0515ADC-EA-HC
LUMINUM 5 ROW x 15'-0" - STNDRD SERIES MODEL R DRWN BY DTE SCLE CS.1 COVER SHEET DRWN BY DTE SCLE SP.1 SETING PLN DRWN BY DTE SCLE ID.1 MSTER FRME I.D. R CONCRETE FOUNDTION SPECIFICTIONS SCOPE: Foundation
More informationSUREWOOD DOORS, INC. 1-3 /4 IMPACT GLAZED & OPAQUE SIDELITE S INSTALLATION ANCHORAGE DETAILS
GENERAL NOTES:. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT EDITION THE FLORIDA UILDING CODE (FC) EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURES STATED HEREIN.
More informationCOMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF PROJECT DELIVERY
GENERL NOTES SEQUENCE OF CONSTRUCTION 1. USE OF THIS STNDRD REQUIRES PERMISSION FROM THE DISTRICT RIDGE ENGINEER. THE STNDRD IS INTED TO E UTILIZED Y DESIGNERS OF CCELERTED RIDGE CONSTRUCTION PROJECTS
More informationE112b.de. REVO 25 Variant. Access panel for wall and ceiling systems. Drywall Systems. Product Data Sheet
Note on English trnsltion / Hinweise zur englischen Fssung This is trnsltion of the technicl dt sheet vlid in Germny. All stted detils nd properties re in complince with the regultions of the Germn stndrds
More informationapplicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,
MIMI DDEI COUNTY DEPRTMENT OF REGULTORY ND ECONOMIC RESOURCES (RER) BORD ND CODE DMINISTRTION DIVISION NOTICE OF CCEPTNCE (NO) MIMI-DDE COUNTY PRODUCT CONTROL SECTION 85 SW 26 Street, Room 28 Miami, Florida
More informationrbdr PLLC Architects 913 Franklin Avenue, Suite 100 Waco, Texas Phone: Fax:
rbdr PLLC rchitects 9 Franklin venue, Suite 00 Waco, Texas 7670 Phone: -776-880 Fax: -776-790 Copperas Cove ISD House Creek Elementary Cafeteria Expansion Waco, Texas RBDR Project No.700 DDENDUM NO. March
More informationTELSTRA EXISTING DRIVE & CROSSOVER NEW DRIVE & CROSSOVER RELOCATED TWO STOREY TIMBER FRAMED HOUSE LOT m² 25.
DRWING LIST DRWING NO. DRWING TITLE DTE DRWN WD-01 SITE PLN 19/09/2010 WD-02 GROUND FLOOR PLN 19/09/2010 WD-03 GROUND FLOOR - OPTION 2 04/05/2011 WD-04 CONCRETE SETUT PLN 04/05/2011 WD-05 LEVEL ONE FLOOR
More informationB C D 61' - 6" 38' - 0" 23' - 6" 9' - 0" 14' - 6" 1' - 6" 29' - 0" #4 VERT AT 24" O.C. AND # ' - 6" HORIZ. AT 24" O.C. (2-#4 T&B 229 MIN) S6
UP ' - 0" ' - 0" 7' - 0" B C D 0 S 0 " THICK CONCRETE SLB W/ # S T " O.C. CENTERED IN SLB THICKNESS O/ " CLEN SND W/. MIL VISQUEEN O/ " SND. F F7 0 F S CONTROL JOINT CONTROL JOINT ' - " ' - 0" ' - " 0
More informationTRENCH 1. CLAY WALL EXTENDS A MINIMUM OF 1'-0" INTO UNDISTURBED SOIL ON EACH SIDE AND ON BOTTOM OF TRENCH.
TRENCH ' ' CLY ERTH MTERIL PIPELINE 2 FT. OR S DETERMINED BY GEOTECHNICL ENGINEER LIMITS OF TRENCH '-0" PIPELINE LIMITS OF CLY CUT-OFF WLL ' 3' O-RING OR WTERSTOP GSKET REQUIRED WITH PVC PIPE NOTES:. CLY
More informationMega Storage & Car Park
FILE: S:\CDD\8-950 Mega Storage - Yates\Phase \8-950 Phase - uilding G0.dwg DTE: /30/208 TIME: 0:49:36 M S- F F F F F F F S- SW CUT IN CONCRETE +/- 6" THICK (PER CONTRCTOR REQUEST) +/- 6" THICK (PER CONTRCTOR
More information6" MIN. GREEN INLET MARKER LOCATION CARTWAY STANDARD PENNDOT PRECAST CONCRETE INLET BOX GREEN HIGHWAY GRATE INLET
10'-0" CUR RESTORTION (TYP.) CUR PLCED ON TOP OF CTCH SIN STNDRD CUR 6" MIN. 1. LOCTE PIPE OPENINGS TO PROVIDE MINIMUM 4" OF CONCRETE ETWEEN TOP OF INLET OX ND TOP OF PIPE OPENING. (PENNDOT RC-46M). CUR
More information# SPOTLIGHT PLN KEYNOTES # PLN KEYNOTE DESCRIPTTION 03 C3 7.. STORGE SP 47 SF 4 3 500 7. C WLL CENTERLINE 5' - 6" VIF 0' - 6" VIF WLL CENTERLINE 0' - 7 3/4" 0' - 7 7/8" REFERENCE POINT FOR SPOTLIGHT OOTH.
More informationFLEETWOOD Windows & Doors
1. General Notes a. These systems have been tested, analyzed and approved as described herein. b. Buck opening (by others) & buck fasteners must be properly designed & installed to transfer loads to the
More informationEASTERN ARCHITECTURAL SYSTEMS SERIES HRP 1000F HORIZONTAL ROLLER - LMI
EASTERN ARCHITECTURAL SYSTEMS SERIES HRP 1000F HORIZONTAL ROLLER - LMI GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC) INCLUDING
More informationFLEETWOOD Windows & Doors
1. General Notes a. These systems have been tested, analyzed and approved as described herein. b. Buck opening (by others) & buck fasteners must be properly designed & installed to transfer loads to the
More informationEME520MD WIND-DRIVEN RAIN RESISTANT STATIONARY LOUVER
3900 Dr. Greaves Rd. Kansas City, MO 64030 (816) 761-7476 FX (816) 765-8955 EME520MD WIND-DRIVEN RIN RESISTNT STTIONRY LOUVER MIMI-DDE PPROVED MIMI-DDE COUNTY, FLORID NOTICE OF CCEPTNCE NUMBER: 17-1214.18
More informationFEATURES... PICTORIAL VIEW... 3 FIXED FRAMING DETAILS MISCELLANEOUS DETAILS... 5 VENT DETAILS THERMAL TRANSMITTANCE... 8 STRUCTURAL LIMITATIONS
OCTOER, 00 E.C. - 00 ISOWE WINDOW INDEX rchitects - These concepts have been expanded and modified to afford you design freedom. Please contact your Kawneer representative for further assistance. The extrusions
More informationNOTES SECTION A-A. Directional Travel where no trailing guardrail is used.
X:\ Standards\ Publications\ LDM\ Distributions\ ldm 2009-0- 6\ rm 4.5_jan07_V8.dgn 08- OCT- 2009 2:4PM m bline Standard guardrail run End of Obstruction Length of obstruction (20 [6 m] minimum). 5 [4.5
More informationLABELING: A permanent label with the manufacturer's name or logo, one ofthe 3 manufacturing
MIMI DDEI COUNTY DEPRTMENT OF REGULTORY ND ECONOMIC RESOURCES (RER) ORD ND CODE DMINISTRTION DIVISION NOTICE OF CCEPTNCE (NO) MIMI-DDE COUNTY PRODUCT CONTROL SECTION 85 SW 26 Street, Room 28 Miami, Florida
More informationAmendment 3 Attachment #1
FES Construct New Express/Gas/NBFF/CCC Robins FB, G PN 075-5-00000 mendment ttachment # Drawings Refer to Sheet Re-Issue this sheet. Correction clouded Question & nswers. There are corner guards noted
More information9 1/4" VERIFY EXISTING BRICK MASONRY WITH SCHED FINISH EXISTING BRICK MASONRY WITH SCHED FINISH TYPE - A TYPE - B WALL TYPES SCALE: 1 1/2" = 1'-0"
LOCTION MP RCHITECT RICE RCHITECT, LLC 9 GTEWY BLVD, SUITE 0 H MELI ISLND, FL 0 MRK H. KINS mhakins@ricearchitect.com PH: 90-9-00 FX: XXX-XXX-XXXX ddress Line FX: xxx.xxx.xxxx ddress Line FX: xxx.xxx.xxxx
More informationEME520MD WIND-DRIVEN RAIN RESISTANT STATIONARY LOUVER
3900 Dr. Greaves Rd. Kansas City, MO 64030 (816) 761-7476 FX (816) 765-8955 EME520MD WIND-DRIVEN RIN RESISTNT STTIONRY LOUVER MIMI-DDE PPROVED MIMI-DDE COUNTY, FLORID NOTICE OF CCEPTNCE NUMBER: 12-0816.01
More informationL Ex-G Ex-E Ex-D 5 1/2" 55'-4" 6 1/8" P2 [-0.67'] F30 F30 S-302 3'-5" F /8" C8 F40 F30 F30 C1 F30 BEARING WALL FTG STEP
. FOUNDTION NOTES TOP OF SLB ELEV. (9.') = DTUM ELEV. (0.00') '- /" '- /" '- /" 9'-9 /" 0'- /" '- /" S-0 S-0 F0. F0. F0. F0. x P.T. POST WITH B C D E F G H J K L Ex-G Ex-E Ex-D F C F C9 THICKENED SLB F0.
More informationSOUTHWEST PARK - SHELTER AND ENTRY SIGN 1155 S ROCK HILL ROAD WEBSTER GROVES, MO 63119
- SHELTER ND ENTRY SIGN 55 S ROCK HILL ROD WEBSTER GROVES, MO 639 CITY OF WEBSTER GROVES ST. LOUIS, MO 639 PREPRED FOR - CITY OF WEBSTER GROVES S ND REC ISSUE DTE - 5//207 DRWING INDEX: COVER SHEET L-00
More informationCold Storage Building
2300-2" GGREGTE BSE COURSE 2300B - PE GRVEL FILL 2620 - SUBDRINGE 275 - CONCRETE PVING 3300 - CONCRETE FOOTING 3300B - CONCRETE FOUNDTION WLL 3300F - CONCRETE PDS 3300G - CONCRETE DRIN PNS 3300H - GRVEL
More informationCONCRETE ENCASED 1000 MIN COVER IF OPEN TRENCH INSTALLATION SEWAGE LEVEL (NO FLOW CONDITIONS) TYPICAL SIPHON CREEK CROSSING FINISHED CREEK BED LEVEL
MH 2 SECOND OUTLET PIPE MIN 0.5 x DIMETER OVE MIN PIPE LEVEL TO E DETERMINED Y DESIGNER (SEE TE 2) MH SECOND PIPE FIRST PIPE GRDE INLET PIPEWORK (SEE TE 9) GRDE SEWGE LEVEL ( CONDITIONS) 30 MX CONCRETE
More informationWP-2 WP-1 MONITORING TUBE WP-2 MONITORING TUBE WP-1 1 DETAIL: B/A2,12, A2.11, A '-0" 46'-2" 46'-10" 12'-6" 48'-0" SOUTH FACE OF NORTH SUMP WALL
EMS EMS COOLING TOWER SUMP No. WP- WP- COOLING TOWER SUMP No. WP- WP- '-" '-" WP- WP- DETIL: /,,.,. SCLE: /8" = '-0" WP- WP- DETIL: /,,.,. SCLE: /8" = '-0" VIEW / PLN VIEWS Drawn y: //0 S NOTED 0' ' '
More informationGS-0515ADC-EA-HC. ALUMINUM 5 ROW x 15'-0" - STANDARD SERIES MODEL CS.1 WITH AISLE & HANDICAP SPACE 5 ROW BLEACHER COVER SHEET GS-0515ADC-EA-HC
LUMINUM 5 ROW x 5'-0" - STNDRD SERIES MODEL R DRWN BY DTE SCLE CS. LEFT SIDE ISLE COVER SHEET 5 ROW BLECHER GT GRNDSTNDS DRWN BY DTE SCLE SP. (LEFT SIDE ISLE) SETING PLN 5 ROW BLECHER GT GRNDSTNDS DRWN
More informationDOMESTIC WASTEWATER TREATMENT LAGOON ROCK LAKE HOLDING LTD. Sheet List Table REVISION NO. SHEET NUMBER Civil SHEET TITLE
Sheet List Table SHEET NUMER Civil NO SHEET TITLE C R00 SITE PLN L R00 PLN VIEW, SECTIONS & DETILS L R00 CONSTRUCTION DETILS & NOTES L R00 DISCHRGE DETILS GENERL NNOTTION ITEM SYMOL REMRKS ELEVTION CLLOUT
More information360-J CS % CD/BID SUBMISSION FEBRUARY 2, Z35003 POST TRAUMATIC STRESS DIAGNOSIS (PTSD) EXPANSION & RENOVATION BLDG J WING
100% CD/BID SUBMISSION FEBRURY 2, 2016 100% CD / BID SUBMISSION GRDING PLN POST TRUMTIC STRESS DIGNOSIS (PTSD) EXPNSION & RENOVTION 795 WILLOW ROD, MENLO PRK, C H EE 360-J CS401 100% CD/BID SUBMISSION
More informationTHIRD ANGLE PROJECTION DO NOT SCALE DRAWING
NOTES: UNLESS OTHERWISE SPECIFIED 1. CORNERS DRWN SHRP TO BE R.005 MXIMUM. 2. EXTERIOR SURFCE TEXTURE TO BE LIGHT EDM FINISH. EQUIVELNT TO MT-11010. 3. INTERIOR SURFCE TEXTURE TO BE: NONE. 4. LL INSIDE
More informationPRECAST MANHOLE FLAT TOP * MANHOLE NOTES STANDARD 32 CAST IRON FRAME AND COVER 8" GRADE RINGS FOR ADJUSTMENT TO FINISH GRADE 18" MAX.
7.1 8" Sheet: GRDE RINGS FOR DJUSTMENT TO FINISH GRDE 18" MX. 972-219-3490 Ofice No. www.cityoflewisvile.com PRECST FLT-TOP LID 5" INCH THICKNESS (MIN) LL NEW CONNECTIONS T EXISTING MNHOLES SHLL BE BY
More informationVillage of Mount Horeb
Village of Mount Horeb 138 E Main St Mount Horeb, WI 53572 Phone (608) 437-6884/Fax (608) 437-3190 Email: mhinfo@mounthorebwi.info Website: www.mounthorebwi.info PLN COMMISSION/HISTORIC PRESERVTION COMMISSION
More informationProduct Evaluation Report of. JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites
127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX contact@buildingdrops.com Product Evaluation Report of Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/
More informationPLANS FOR CONSTRUCTION OF
LOS NGELES COUNTY L HBR BRE SN BERNRDINO COUNTY SHEET GENERL REF. # TT-00 DESCRIPTION TITLE SHEET YORB LIND 2- KM-00 TO KM-002 KEY MP BUEN PRK FULLERTON PLCENTI RIVERSIDE FWY 4-6 CN-00 TO CN-00 CONSTRUCTION
More informationCITY OF CLAREMORE WILL ROGERS PARK RESTROOM & SHELTER Claremore, OK Job # 14165
RESTROOM & SHELTER Claremore, OK Job # 465 WELDON BOWMN, I OK LICENSE NO. 604 C# 046 EXPIRES 06/30/05 RESTROOM & SHELTER 465 CONSULTNT: \\wdesignserver\w Design\Projects\465_City of Claremore - Will Rogers
More informationALLEY FRONT AVENUE LOT 10 ALBANY, OREGON APPLICANT/OWNER: EROSION CONTROL NOTES: PROPERTY DATA: ARCHITECT NOTES: ENGINEER SURVEYOR
PROJECT #: EDGEWTER VILLGE 6/3/6 LBNY, OREGON REV. DTE: LOT S3W6D LLEY FRONT VENUE LOT PPLICNT/OWNER: RCHITECT ENGINEER PROPERTY DT: SURVEYOR EROSION CONTROL NOTES: NOTES: KMH DRWN BY: of SHEET #: CITY
More informationCOVER SHEET & GENERAL CONDITIONS INTERIOR SPECIFICATIONS
CONTCT INFORMTION: SHEET INDEX: DISCLOSURES: CLIENT VI 9 JOLLYVILLE ROD, SUITE 8 USTIN, TX 78759 RCHITECT DVIES COLLBORTIVE 5453 BURNET RD. SUITE 202 USTIN, TX 78756 INTERIOR DESIGNER LUR BRITT DESIGN
More information1600 Wall System TM 3 Curtain Wall
JULY, EC - Wall System TM Curtain Wall FETURES Features Wall System TM is an inside / outside glazed captured curtain wall Wall System TM has a -/" (.) sight line Standard " (.) or -/" (.) depth systems
More informationRAILBLAZERS Aluminum Railing System & RAILBLAZERS Continuous Handrail Engineering Review for Compliance with Canadian Building Codes Part 9
WRNING No representation or warranty is given that your particular application of these products complies with relevant building codes or that the fasteners provided or used are appropriate for your application.
More information11/02/ :55:15 AM #[ S ]
. WLL SSEMBLY - THE, 2, 3, OR 4 HR. FIRE RTED GYPSUM WLLBORD/STUD WLL SSEMBLY SHLL BE CONSTRUCTED OF THE MTERILS ND IN THE MNNER DESCRIBED IN THE INDIVIDUL U300 OR U400 SERIES WLL OR PRTITION DESIGNS IN
More informationTHE DISCOVERY MODEL (RIGHT HAND) BY HABITAT FOR HUMANITY
THE DISCOVERY MODEL (RIGHT HND) BY BLUEWTER DRFTING, INC. 075 W. Gulf to Lke hwy, Lecnto, Fl 6 Citrus PH: 565 Mrion PH:550650 FX:5665 EMIL: plns@bluewterdrfting.com ITT FOR HUMNITY CITRUS COUNTY, FLORID
More informationPROJECT NOTES BENCHMARK DATA
BENCHMRK DT ( NVD 1988 ) HORIZONTL CONTROL DT N..D. 83 (1997) TRFFIC CONTROL NOTES GENERL CONSTRUCTION NOTES SPECIFICTIONS PROJECT NOTES BENCHMRK DT RESIDENTIL LOT GRDING NOTES TYPICL FLOOD ROUTE SECTION
More informationProduct Evaluation Report of. JELD-WEN, inc. Premium Atlantic Vinyl 8100 Single Hung. for Florida Product Approval FL# FL Report No.
398 E. Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of for Florida Product Approval FL# FL 11599 Report No. 2231
More informationDN600 CLASS D MAINTENANCE HOLE COVER AND FRAME FOR ACCESS TO VACTOR PIPE. SEE NOTES G4 AND G8 DN150 VENT PIPE TO VENT POLE NO. 1. SEE NOTE G13.
CLSS D SELED CLSS D SELED TORQUE TUE EXTENSION PLINTH WITH MOUNTING FLNGE FOR GEROX OR RISING SPINDLE MECHNISM ND WITH SE PLTE FOR MOUNTING ND ODOUR SEL POLYETHYLENE PE SDR 1 CST INTO CONCRETE ND FUSION
More informationTRENCH DETAILS MAXIMUM ALLOWABLE TRENCH WIDTH REFER TO STD. DWG. T-4 AND T-4A, SECTION 4.28 AND 4.29 FOR PAVEMENT RESTORATION DETAILS. (MIN.
UNTRVELLED RES TRVELLED RES MXIMUM LLOWBLE TRENCH WIDTH d/2+375+h/10 d/2+375+h/10 100 REFER TO STD. DWG. T-4 ND T-4, SECTION 4.28 ND 4.29 FOR PVEMENT RESTORTION DETILS. REFER TO SECTION 4.27 FOR SURFCE
More informationAS 1 WENTWORTH DRIVE SITE ARCHITECTURAL SITE PLAN SCALE: 1' = 20'-0" NOT TO SCALE PHASE 1 PHASE 2 AIRWAY PLACE
SITE DT DDRESS: PN: LOT SIZE: BUILDING RE: COUNTY:, C 4 4-040-04-4,0 S.F. (. CRES) PREMNUFCTURED METL BUILDING :,400 S.F. PREMNUFCTURED METL BUILDING B:,0 S.F. TRSH ENCLOSURES: 4 S.F. (TYP OF 4) RIVERSIDE
More informationLOW ROOF HIGH ROOF. Typical Roof Expansion Joint Applications Partial Plan View
VERTICL WLL SURFCE LOW ROOF For Typical Splice Details Refer to Dwg's: C-16175-06 for Flush Conditions C-16175-07 for Corner Conditions HIGH ROOF C-16175-02 ROOF COVER PLTE WIDTH JOINT OPENING (See Detail
More information4'(1" ( 6'(0" L5 x 3(1/2 x 5/16 8" Deep w/ (1) #5 8" Deep w/ (1) #4. 6'(1" ( 8'(0" L5 x 3(1/2 x 3/8 16" Deep w/ (1)#4 8" Deep w/ (1) #4
STRUCTURL NOTES. UILDING CODE. THE STRUCTURE IS DESIGNED IN CCORDNCE WITH THE 202 VIRGINI UNIFORM STTEWIDE UILDING CODE WITH LOCL MENDMENTS.. GENERL. FOR LODING CRITERI SEE DJCENT. 2. THE STRUCTURE HS
More informationINTERIOR (UP TO 2H FIRE RATING) ELEMENT EXPOSED
PLOTTED Y: PLOTTED FOR: TENDER PLOT DTE & TIME: 25-5-25 :54:7 PM PLOT SCLE: : T 3x42 SHEET SIZE. RED DRWING CCOINGLY. FILE: P:\Y6\24\4Y6-3 - THOUSND ISLNDS RIDGE - CS FCILITIES REDEVELOPMENT\DRWINGS\STRUCT
More informationWP-2 WP-1 MONITORING TUBE WP-2 MONITORING TUBE WP-1 1 DETAIL: B/A2,12, A2.11, A '-0" 46'-2" 46'-10" 12'-6" 48'-0" 10" OVERFLOW DRAIN
EMS EMS '-" '-" COOLING TOWER SUMP No. WP- WP- WP- DETIL: /,,.,. SCLE: /8" = '-0" WP- COOLING TOWER SUMP No. WP- WP- WP- DETIL: /,,.,. SCLE: /8" = '-0" WP- VIEW / PLN VIEWS Drawn y: //0 S NOTED (LTERNTE
More informationCENTENNIAL MILLS DEMOLITION
KPFF JOB NO. DEMOLITION PORTLND DEVELOPMENT COMMISSION PROJECT SITE VICINITY MP SHEET INDEX TOPOGRPHY LEGEND: SITE MP CONTCTS DEMOLITION GENERL NOTES: BBREVITIONS Dig Safely. Call the Oregon One-Call Center
More informationMASON CORRIDOR BRT C Sheet Revisions. Project No. Construction Drawings DRAINAGE DETAILS
C5 5042 C6 C7 C8 504 C7 C8 C9 C3 C4 C6 C9 C2 C5 60 LF - 4" PVC WQ WSE = 504.5 C0 C20 SIDEWLK CHSE C IN. C3 C4 504 5042 C2 C2 C 2% File Name: 7073-RT_Drainage_Details0-HarmonyPond0.dgn Horiz. Scale: "=20
More informationNorth American Martyrs 06/16/17 School Addition Lincoln, Nebraska ADDENDUM NO. 1
North merican Martyrs 06/6/ DDENDUM NO. The rchitect/ Engineer issues this addendum, applicable to the above named project, to all known Contractors before receipt of proposal. This addendum includes Item
More informationRUDY'S JAZZ ROOM TITLE RUDY'S JAZZ ROOM 809 GLEAVES STREET NASHVILLE, TN Pfeffer Torode Architecture PROJECT: SHEET: NASHVILLE, TN 37203
RUDY'S JZZ ROOM 809 GLEVES STREET Pfeffer Torode rchitecture 52 8th venue South, Suite 03 Nashville, Tennessee 37203 5-8-355 2 W. Jefferson Street, Suite 280 Montgomery, L 3804 334-23-0092 www.pfeffertorode.com
More informationCONSTRUCTION DOCUMENTS Scott B. Krehl
CONSTRUCTION OCUMENTS 60'-4 /2" 62'-3" 60'-4 /2" 8" 60'- /2" 0" 6'-5" 0" 83' 9' 00 22'-3" 20'-6 /2" 7'- /2" 60'- /2" 8'-8" 8" 5' 4' 4'-4" 202 STIR STIR # 04 00 6" 00 3'-4" ELEC. 02 8'-4" MCHINE ROOM 0
More informationHIGHLANDS PARK ESTATES CLUBHOUSE HIGHLANDS PARK ESTATES 91 DEERGLEN BLVD. LAKE PLACID, FL KIRK CURTIS MUNDY HUNNICUTT COVR 16031
COVR Sheet Notes / Numbers May Not Be Consecutive. HIGHLNDS PRK ESTTES CLUBHOUSE HIGHLNDS PRK ESTTES LKE PLCID, FL 206 205 207 PLYGROUND RE 309 217 212 SEPTIC TNK PUMP TNK 213 211 LIST OF DRWINGS CIVIL
More informationPRELIMINARY ANINDILYAKWA LAND COUNCIL ANGURUGU SITE PLAN SITE PLAN
. DOCUMENT STTUS & REVIEW. MENDMENTS // Description PRELIMINRY PRICING uthor. EXISTING RECRETION BUILDING 8. 8...88...8 LC OFFICES ND TRINING CENTRES, GROOTE EYLNDT CULTURE ND WOMEN'S OFFICES & TRINING...
More informationA5 - UNIT E & F FLOOR PLANS A6 - BUILDING ELEVATIONS A7 - BUILDING SECTIONS A8 - SCHEDULES
RTIST'S RENDERING - FRONT FCDE VIEWED FROM PRKING LOT IN FRONT OF BUILDING. RESIDENTIL, BC [FOR R.D.E.K. REVIEW] DRWINGS: 0 - VER - SITE PLN 2 - FOUNDTION PLN 3 - UNIT & B FLOOR PLNS 4 - UNIT C & D FLOOR
More informationProduct Evaluation Report Of. JELD-WEN, inc. Contours Premium Opaque Steel Door in. in Dunbarton Redi-Flex 90 Min. Steel Frame (I/S & O/S)
398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Contours Premium Opaque Steel Door in Dunbarton Redi-Flex
More informationInstallation Guide. Correct Installation. Lintels. Installation. Incorrect Installation. Single Leaf Lintel. Safety Precautions
Instlltion Guide S T A I N L E S S S T E E L L I N T E L S Lintels Ancon mnufctures rnge of lintels in stinless steel. The Housing nd Unilintel rnges re designed to suit the light to medium duty loding
More information15V530AD-DC DRAWN BY DATE CHK SCALE SIZE
THIS COPY IS PROVIDED ON RESTRICTED SIS ND IS NOT TO E USED IN NY WY DETRIMENTL TO THE INTERESTS OF PNDUIT CORP. SLIDING DOORS MID-SPN POST END OF ROW CP INFORMTION NEEDED TO CONFIGURE UNIVERSL ISLE CONTINMENT
More informationITB EXHIBIT E - CONSTRUCTION DETAILS
EXHIBIT E - CONSTRUCTION DETILS EXHIBIT E - CONSTRUCTION DETILS EXHIBIT E - CONSTRUCTION DETILS Sidewalk width 5 (.52 m) typical, 4 (.22 m) Sidewalk width 5 (.52 m) typical, 4 (.22 m) B Side curb Upper
More information5 (1.52 m) max. setback. Lower landing. Ramp side flare. Depressed curb and. gutter. Flush with top of (150) roadway curb and top of sidewalk
Sidewalk width 5 (.52 m) typical, 4 (.22 m) Sidewalk width 5 (.52 m) typical, 4 (.22 m) B Side curb Upper landing Lower landing 5 (.52 m) max. setback 6 (.83 m) B Upper landing side flare :0 max. Lower
More informationProspective Bidders. Wold Architects and Engineers
DDENDUM Page of To: From: Prospective Bidders Wold rchitects and Engineers Date: January 7, 26 Comm. No: 8373 Subject: ddendum No. for Bidding Documents for the D58 Concrete Bleacher Pads BIDS DUE JNURY,
More informationPG 123 TM Framing 1. Optional Features Optional vertical covers 1/4" (6.4) infill adaptors
JNURY, 0 E 99-0 PG TM Framing FETURES Features Structural silicone glazed - captured head and sill cans IsoWeb TM thermal barrier (glass reinforced nylon) " (.) infill system Dual finish capability Rain
More informationREFER TO PAVEMENT PATCHING DETAIL FOR REQUIREMENTS ABOVE FINISHED SUBGRADE EL. FIN. SUBGRADE ELEV. (DEPTH VARIES) BACKFILL DEPTH >14'
REFER TO PVEMENT PTCHING DETIL FOR REQUIREMENTS BOVE FINISHED SUBGRDE EL. MXIMUM LLOWBLE WIDTH OF PVEMENT PTCH, SEE MESUREMENT ND PYMENT SECTION OF SPECIFICTIONS REFER TO PVEMENT PTCHING DETIL FOR REQUIREMENTS
More informationInstallation, Operation and Maintenance Manual
Document 474644 EHH-601D Channel Installation with VCD-40 Damper Installation, Operation and Maintenance Manual Please read and save these instructions for future reference. Read carefully before attempting
More information2 2 OF 13 SHEETS S Y M B O L S S Y M B O L S S Y M B O L S L I N E T Y P E S A B B R E V I A T I O N S CITY OF LITCHFIELD - PROJECT LEGEND AND NOTES
S Y M B O L S S Y M B O L S S Y M B O L S L I N E T Y P E S DESIGN FIRM NUMBER 184-002692, EXPIRES PRIL 30, 2017 u u B B R E V I T I O N S B B R E V I T I O N S B B R E V I T I O N S 12 IN 10 IN 8 IN 6
More informationCITY OF MONTROSE CERRO RESERVOIR DAM OUTLET WORKS REPLACEMENT AND EMBANKMENT IMPROVEMENTS PROJECT CONSTRUCTION DOCUMENTS
CITY OF MONTROSE CERRO RESERVOIR DM OUTLET CONSTRTION DOCUMENTS WTER DIVISION 4, WTER DISTRICT 62, DM ID: 620105 MONTROSE, COLORDO PREPRED FOR RJH ENGINEER PPROVL PREPRED BY GENERL INFORMTION STTE ENGINEER
More informationDAVIS RESIDENCE NEW OBSERVATION DECKS
744 OCEN PLM WY ST JOHNS COUNTY, FLORID PROJECT SITE RCHITECT HIDE & HLL RCHITECTS, P.. 9 KINGSLEY VE., SUITE C ORNGE PRK, FL 07 Phone: (904) 64-99 STRUCTURL ENGINEER STRUCTURES INTERNTIONL, L. 76 PHILIPS
More informationJCRD300: ODOT DRAWINGS ROADWAY DRAINAGE
REFERENCE THE FOLLOWING ODOT STNDRD DRWINGS FOR DRINGE RD302 RD317 RD335 RD336 RD339 RD340 RD342 RD344 RD345 RD346 RD356 RD362 RD363 RD364 RD365 RD366 RD368 RD370 RD371 RD372 RD373 RD374 RD376 RD378 RD380
More informationPG 123 TM Framing 1. Optional Features Optional vertical covers 1/4" (6.4) infill adaptors
NOVEMER, 08 E 99-8 PG TM Framing FETURES Features Structural silicone glazed - captured head and sill cans IsoWeb TM thermal barrier (glass reinforced nylon) " (.) infill system Dual finish capability
More informationMOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK AUCKLAND - OPTION 2
MOE FLEXIBLE LERNING SPCE NELSON 2-STOREY BLOCK UCKLN - Plot ate: 18/08/201 5:3:35 p.m. Office: Filename: C:\Users\Nick.Maciver\ocuments\24313-MOE-NELSON BLOCK CENTRL FILE 201 - CONCRETE-_UCKLN_nick.maciver.rvt
More information1/ TW O UNIT VAULT 2 TW O UNIT VAULT (SPLIT VAULT) 2. DISTRIBUTION CONSTRUCTION STANDARD UG Transformers and Switchgears TORONTO 20 A GFI
0 GFI RECEPTCLE CIRCUIT BREKER LDDERWY 0 GFI RECEPTCLE LMP SWITCH TOGGLE PLN VIEW TW O UNIT VULT LOWEST PRT OF ROOF 8 9 0 MIN. ('-") CIRCUIT BREKER TO SECONDRY VOLTGE SUPPLY 0 GFI RECEPTCLE 700 NOM. 0
More informationROADWAY CONSTRUCTION - GENERAL NOTES
RODWY CONSTRUCTION NOTES 1. ll right-of-way other than roadway areas shall be grassed and mulched or sodded. ll slopes steeper than 6:1 shall require sodding. The City reserves the right to require sodding
More informationD102. 3' - 0" x 7' - 0" 1. LOWER LEVEL 0' - 0" POOL HOUSE EAST 1/4" = 1'-0"
07. 0.5 0. 0. 07. 0.7 0.8 0.8. LOWER LEVEL 0.. 0.8 D0a ' - 0" x ' - 0" 09.8 0. 0. 0. 09.9 D0. LOWER LEVEL 07. 0. 0.8 D0 0.7 D0a ' - 0" x ' - 0" righton rchitectural Group 887 Gold Dust Lane Park City UT
More information13. WALLS TO BE FRAMED WITH STUDS AT
ELECTRICL LEGEND CO J S WP GFI 3 4 S EXT. CRRIGE LIGHT OUTLET 220V OUTLET 110V OUTLET 110V WTER PROOF OUTLET 110V GFI SWITCHED RECEPTCLE PHONE CO DETECTOR SMOKE DETECTOR SWITCH 3-WY SWITCH 4-WY SWITCH
More informationJUNE 15, 2016 TILLMAN & ASSOCIATES ENGINEERING DAVID TILLMAN 1720 SE 16TH AVE BLDG 100 OCALA, FL 34471
JUNE 5, 206 TILLMN & SSOCITES ENGINEERING DVID TILLMN 720 SE 6TH VE LDG 00 OCL, FL 3447 PROJECT NME: PMVS OF OCL PROJECT #203020026 PPLICTION: MJOR SITE PLN REVISION #063 Dear David: The above referenced
More information(SOCKETED STUB PIPE) SP-SOC ROCKER PIPE (SEE NOTE 6). 50 MIN CLASS 3 FINISH FLOW HYDROPHILIC SEAL 600 FOR VC & RC PIPE 1500 FOR DI PIPE MH CONNECTOR
MH CONNECTOR (SOCKETED STU PIPE) MIN MIN CLSS 3 FINISH HYDROPHILIC SEL MH CONNECTOR (SOCKETED STU PIPE) MIN SPSOC (SEE NOTE ). SNDED OR RIED MH CONNECTOR WITH RRJ SOCKET (SEE NOTE ) CLSS 3 FINISH HYDROPHILIC
More informationSTEEL JOIST NOTES: STEEL DECK NOTES:
GENERL NOTES:. THE STRUCTURL DRWINGS SHLL E USED IN CONJUNCTION WITH THE RCHITECTURL, CIVIL, MECHNICL, PLUMING, ND ELECTRICL DRWINGS, ND THE SPECIFICTIONS. THE CONTRCTOR SHLL VERIFY THE RUIREME OF OTHER
More informationCITY OF DENTON, TEXAS PECAN CREEK WATER RECLAMATION PLANT RAW SEWAGE PUMP STATION NO. 2 HYDRAULIC IMPROVEMENTS
City of JNURY 2017 CITY COUNCIL CHRIS WTTS - MYOR 77o N Mihgo SSISTNT CITY MNGER OF UTILITIES HOWRD MRTIN COUNCIL MEMBERS KEVIN RODEN - DISTRICT 1 KEELY BRIGGS - DISTRICT 2 KTHLEEN WZNY - DISTRICT 3 JOEY
More informationCITY of DALLAS. Standard Drawings. & Oregon Standard Drawing Amendments. Curbs, Sidewalks and Driveways Drawings
CITY of DLLS Standard Drawings & Oregon Standard Drawing mendments Curbs, s and Driveways Drawings RD700 () - Curbs RD720 () - s RD745 () - lternate Driveway Detail RD750 () - Standard Driveway Detail
More informationFibre-reinforced plastic composites Declaration of raw material characteristics Part 4: Additional requirements for fabrics
CEN/TC 249 N493 Dte: 2010-02 pren xxxx-4:2010 CEN/TC 249 Secretrit: NBN Fibre-reinforced plstic composites Declrtion of rw mteril chrcteristics Prt 4: Additionl requirements for fbrics Einführendes Element
More informationEVALUATION REPORT Firestone Building Products 525 Congressional Blvd. Carmel, IN 46032
EVALUATION REPORT Firestone Building Products 525 Congressional Blvd. Carmel, IN 46032 EXTERIOR RESEARCH & DESIGN, LLC. 353 Christian Street Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Date
More informationA G A F EQUIPMENT DISTRIBUTION BAY - TYPICAL 100E TYP. 2'-10" 100D TYP. 6'-2" CHAIN LINK ENCLOSURES - 8'-0" HIGH A.F.F. 100C AX.
00H. 00G 00F EQUIPMENT DISTRIUTION Y - TYPICL 00E 0F 0E " O.D. PINTED/ GLV. PIPE OLLRD - GROUT FILL W/ CONCRETE & TOOL CP ROUND- PINT SFETY YELLOW PPRO. GRDE &/OR DJCENT SURFCE 000 PSI CONCRETE FOOTING
More informationTHE ASHTON RETAIL FOR LEASE
THE SHTON RETIL FOR LESE 490 EL MINO REL, BELMONT, 9400 PROPERTY RENDERINGS MRKET ERIL HIGHWY 0-33,000 DT EL MINO REL - 33,000 DT RLSTON VENUE - 38,000 DT PROPERTY SUMMRY PROPERTY PROFILE vailable Space:
More informationAZURITE 225 S CONTRACT PLANS
ZURITE 225 S CONTRCT PLNS CONTRCT COVER - WDS - Wind: - Sheet: 16 of 7 18-09 DHW 2100 HIGH FRMED PLSTER LUSTRDE WLL 820 CSD 18-15 SW 18-15 SW 21-48 PNEL LIFT DOOR W WLL LINE OF UPPER OOR NOTE SELECTED
More informationCBUCK Engineering. Florida Product Approval # FL R2
Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager:
More informationABBREVIATIONS: ABOVE ABOVE FINISHED FLOOR MANUFACTURE(R) MANUFACTURE(R) MANUF MFG MECH MISC M.R. T1.0 T2.0 T3.0 T4.0 AIR CONDITIONING MECHANICAL
C.L. Helt, rchitect Inc. 6 Greenwood Cliff Charlotte, NC 80 Ph. 70--686 Fx. 70--00 E-MIL INFO @ CLHELT.COM STRUCTURL ENGINEER: DVID R. BICKLEY, P.E. 8 WEST VLLEY LNE STONY POINT, NC 8678 TTN: DVE BICKLEY
More informationUNIFORM STANDARD DRAWINGS REVISIONS EFFECTIVE 01/01/12
REVISIONS EFFECTIVE 01/01/12 DRWING NUMBER TITLE ND REVISION SUMMRY 500.4 "Over 5 Years Pavement Restoration Longitudinal Cut - 60' R/W or Less" - Revision to change pavement removal limits from half-street
More information