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MC-16-456 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone(305795 2204 Fax:(305)756.8972 inspec don Number. INSP- 3224 Permit Number: MC-2-16456 Scheduled Inspection Date: r+ch 2% 16 Permit Type: Mechanical -Residential Inspector: Perez,JanPierre inspection Type: Final Owner. MARY ELLEN O DOUGLAS Work Classification: NC Replacement IMADUCO Job Address:10108 NE 1 Avenue Miami Shores,FL Phone Number Parcel Number 1132060131560 Project <NONE> Contractor. EDD HELMS AIR CONDITIONING AND ELECTRIC Phone.(305)6532530 Building Department Comments REPLACE 2 TON SYSTEM INSPECTOR COMMENTS False inspector Comments Passed Failed ❑ Correction Needed Re4nspectlon Fee No Additional Inspections can be scheduled utd re-insped m The Is paid Momh 18,2016 For Inspections please call: (305)7624949 Page 16 of 34 Oro ? �-L- tas s� Mined Stores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone 785.2204 ExP imtion.0812312016 ProjectAddress Parcel Numbs Appitcent 10108 NE 1 Avenue 1132060131560 DOUGLAS BARNES MARY ELLE Miami Shores, FL Block: Lot: owner Informadah Address Phone can DOUGLAS BARNES MARY ELLEN 10108 NE 1 Avenue -- -•• MIAMI SHORES FL 33138- 10108 NE 1 Avenue MIAMI SHORES FL 33138- s) Phone Cell Phone Valuation: $S,ZS0.00 EDD HELMS AIR CONDITIONING AND(305)653-2530 Total Sq Feet: 00 Tons:2 Availalge Inspections: Additional info:REPLACE 2 TON SYSTEM Inspection Type. CiassgiCatlon:Residentlai p Final Approved:in Review Review Mechanical Comments: Date Approved::In Review Date Denied: Type of Work: Scanning:3 Fees Due Amount Payr Date ft Tie Amt Paid Amt Due CCF $3•60 Invoice# MC-2-1656741 DSPR Fee $2.76 0225/2016 Check#-.6292 $157.87 $50.00 DCA Fee $2.76 Edtitf Swdwge $120 02/192016 Cheat.6291 $50.00 $0.00 Penrdt Fee $183.78 Smy"Fee $8.00 TeftobW Fee $4.80 Total: $207.37 In consideration of the Issuance to me of this permit, I agree to perform the work covered hereunder In compliance with all ordinances and regulations pertaining thereto and In strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. in accepting this permit I assume responsibility for ail worts done by either myself, my agent,servants, or employee. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all theforegoing irtfafrrhat fret all wig be done in compliance with all applicable laws regulating mon and zoning. Futhermore,I authorize the stated. February 25,2016 Authorized S%pwAure:Owner / Applicant / ContradW Agent Um Building Department Copy ebnuary 25,2016 1 \`lam Miami Shores Village -- � Building Department FEB 19 20 10050 NX.2nd Avenw,Miami Shores,Florida 33138 Q Teh(305)795.2204 Fam.(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.449 FBC 20 BUILDING Permit Noly7c PERMIT APPLICATION Master Permit No. Permit Type:MECHANICAL JOB ADDRESS: 10 1 Dyy r;. 1 City: lk-fltuni Shores County: WUd Dade____ -- dip: FohdParcew. Is&e Building Historically Designated:Yes NO Hood Zone: OWNER:Nam(Fee Simple TitlelmlcW): 1>by a(%& Address: M L6 V AA5n L ,'bu e e - city:._ 1 .' yl®, ie S state• zip: Tenant2essee Name: _ Phone#: CONTRACTOR:Company Name: tAQ'-*" IWO% N WZ- �-+�wv Phone*3p r&0^nao Address: /?YSV AM -�"`. P,K,,' City: KNAWI0 State: Ac., 33,(Z Qualitlw Nave:—A, memztjYbonew State Certification or Registration#: dAW U°5V5 Certificate of Corrtpetency t: Contact Phone#: Email Address: DESIGNER:Architectft&eer• Phone . Value of Work for tbk Permit:$ �► .— SgaarelLinear Footage of Work: Type of Work: UA&kew OAiteradon UNew ORepaidReplace ODemolition Desc"oo.of Work: - i ***** ********************** *** �**** *ea*******eye****+w***e*w************* • Submittal Fee$ O Permit Fee$� CCF$ •3'�d CO/CC$ Scanning Fee$�° Radon Fee$ ry DBPR$ 6 —Bond' S Notary$, Training/F.dacatfon Fee$ ,Technology Fee$ qUal7� Double Fee$ Structural Review$ � TOTAL FEE NOW DUE.$ S i Bonding Company's Name(if applicable) Bonding Company's Address City State up Mortgage lender's Name(if applicable) Mortgage tender's Address qty State Zip Application is hereby made to obtain a permit to do the work and Installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELEC'T'RIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNE RIS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applkant: As a condition to the Issuance of a building permit with an estimated value exceeding$250,the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property Is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first Inspection which occurs seven (7)days after the building permit is Issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. )SignatureSignature OWNER or AGENT CONTRACTOR The foregoing Instrumeryt was acknowledged before me this The foregoing instrument was acknowledged before me this _._t..r' day of _,20 �� by 7 day of--- -'�-i� - 20 /� .by who is personally known to �� °�0�. ersonally to me or who h prod 3- `Na3'Rs me or who has produced _ as Identification and who did take an oath. identification and who did take an oath. NOTARY PU C: NOTARY PUBLIC: Sign: n Sign: Print: Prins r i •00 Aff CM1101100IFFOSU Seal: * wWCMN=#FF Seal: * 9"Mu"3tl, "s �a tioaQelllxuitMamryBinkee 'ryea� Eb�dT��patirelaryttsnbe6 *** #*#i*i**#i##ii i T7t*-w APPROVED BY Pians Examiner Zoning vi Structural Review Clerk (aev>sed02/24/2os4) e Miami Shores Village Building Department . 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Tei:(305)795.2204 R Foc(305)756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications.Each unit change-out must be on its own data sheet.Multiple units on single sheets are not acceptable. 6/pjg ey.. .. �r Job Address(where the work k being done): City: Miami Shores Vim County: Miami Dade Zip Code: ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means:YES[d NO ARHI Sheet Attached:YES NO❑ Contract Attached:YES [] UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER D AHU or PKG.UNIT MODEL# &W I irc2y_/7 COND.UNIT MODEL# KW HEAT NOM TONS Z AHU30 CUZ PKG 1 M.CA AHU W PKG AHU-sp CU PKG 2 M.O.P AHUW CU 7.9 PKG AHU So CU PKG 3 VOLTS ~ CUn PKG PKG UNIT / / PKG UNIT / EE SEER YES REPLACING DUCTS YES YES REPLACING THERMOSTAT YES YES NEW 4"CONCRETE SLAB YES YES NEW ROOF STAND YES YES NEW RETURN PLENUM BOX YES 1. Minimum Circuit Ampacity(Wire Size): 60 2. Maximum Overcurrent Protection(Fuse/Breaker Size): 3. Voltage of Circuit(208/240/480): 4. Size Disconnecting Means: , Contractor's Company Name: &.It? Phone: State Certhkate or Registration Ndnmm Da Certificate of Competency No. Signature, - ---Date: ti's she) (Revised02/24/2014) -Edd -Holms CAC 021309 tom... EC 13001830 rl r F�C+ A Nene You Can Thad SMce 1975 February 9,2016 Douglas Bams 10108 NE 1e Avenue Miami Shores,Fl.33138 305-934-7521 RE:Replacement of second floor air conditioning and bring dud work up off trusses. 1. Permit 2. Removal and disposal of the existing system. 3. install new 2 ton Ruud 16 Seer split system. 4. Condenser Model:Ra1624AJ1 NA,Air Handier with heater:RHIT2417STANJ 5. New drain pan with float switch under air handler 6. Neter digital thermostat 7. Safety overflow switch.per code 8. . Hurricane dips for condenser.per code 9. Start up and deck the systems operation. Warranty:One year labor and ten years all parts.Customer must register unit at wvvw.[ggi1termvunit.corn with in 45 days of installation. Warranty on new thermostat is one year parts and labor. Warranty hours are Monday through Friday Sam to 4pm excluding holidays. Cost of the services:$5,400.00-$150.00 FPi.rebate=$5,250.00 Terms:$2,625.Down and$2,625.00 upon complatim. $2,625.00 Edd Heirs Air Condoning is authorized to perform the above work and services at the prices and tears specified herein. A I payments shall be due in accordance with the terms described above.Customer agrees to pay all court cats and attorneys fees should legal mean be necessary for collection. The HVAC system Included in this proposal Is designed according to industry standards to provide comfort cooling in occupied areas.This proposal does not include the responsibility by EDD HELMS for any procedures to identify,control,eliminate or remove mold in occupied or unoccupied spaces.if you suspect mold to be a problem,or If you have construction conditions that support the growth of mold,we recommend the CUSTOMER take remedial actions outskle of this proposal to eliminate the problem,remove the mold,and insure a mold free environment.Edd Helens Air Conditioning shall not be responsfole for drywall repairs,painting,concrete repairs,or code violations outside of the scope of work.M cancellations must be submitted in writing direct to Edd Helm Group,Inc.three business days before verbal schedule Installation date. If you have any questions conceming this proposal, please do not hesitate to contact us at your convenience.. y Fr this rtunity to be of service. 0 t, cn Coll: 305-870-4711 �z rthomasortileddhe(ms.com aa�e 17850 N.E.5th Avenue.Miami,Florida 33162.Tel:305-653-2530.Toll Free:(800)329-2530.Fax(305)653-7933 www.eddhelMD.com 1 This combination qualifies for a Federal Energy CERTIFIED ■ ,® Efficiency Tax Credit when placed in service 4%0 On ILI between Feb 17, 2009 and Dec 31, 2016. www.ahridirectory.org Certificate of Product Ratings AHRI Certified Reference Number: 7940891 Date: 2/15/2016 Product: Split System: Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: RA1624AJ1 Indoor Unit Model Number: RH1T2417STAN Manufacturer: RHEEM SALES COMPANY, INC. Trade/Brand name: RHEEM; RUUD Region: All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, ME, MI, MN, MO, MS, MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, VT, WA, WV, WI, WY, U.S. Territories) Region Note: Central air conditioners manufactured prior to January 1, 2015, are eligible to be installed in all regions until June 30, 2016. Beginning July 1, 2016, central air conditioners can only be installed in region(s)for which they meet the regional efficiency requirement. Series name: Manufacturer responsible for the rating of this system combination is RHEEM SALES COMPANY, INC. Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (Btuh): 24000 EER Rating (Cooling): 13.00 SEER Rating (Cooling): 16.00 IEER Rating (Cooling): Ratings followed by an asterisk(')indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personaland confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The information for the model cited an this certificate can be verified at www.ahridirectory.org,click on"Verify Certificate"link we,,,oke lire',e rrTM and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above,and the Certificate No.,which is listed at bottom right. ©2014 Air-Conditioning, Heating,and Refrigeration Institute CERTIFICATE NO.: 131000230877677579 Property Search Application- Miami-Dade County Page 1 of 1 OFFICE F TFC APPRAISER Summary Report Generated On :2/15/2016 Property Information Folio: 11-3206-013-1560 10108 NE 1 AVE Property Address: Miami Shores,FL 33138-2309 DOUGLAS M BARNES I Owner MARY ELLEN BENTON 10108 NE 1 AVE A Mailing Address MIAMI SHORES, FL 33138 USA "f Primary Zone 1000 SGL FAMILY-2101-2300 SQ t, 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT Beds/Baths/Half 3/3/0 Floors 2 Living Units 1 Actual Area Sq.Ft ; Living Area Sq.Ft Adjusted Area 3,056 Sq.Ft Taxable Value Information 2015 2014 2013 Lot Size 9,269 Sq.Ft Year Built 1926 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value $363,440 $360,159 $292,924 Year 2015 2014 2013 School Board Land Value $176,333 $176,333 $120,849 Exemption Value $25,000 $25,000 $25,000 Building Value $238,782 $233,010 $221,247 Taxable Value $388,4401 $385,159 $317,924 XF Value $804 $816 $828 City Market Value $415,919 $410,159 $342,924 Exemption Value $50,000 $50,000 $50,000 Assessed Value $413,440 $410,159 $342,924 Taxable Value $363,440 $360,159 $292,924 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2015 2014 2013 Taxable Value $363,440 $360,159 $292,924 Save Our Homes Assessment $2,479 Cap Reduction Sales Information Homestead jExemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Second Homestead Exemption $25,000 $25,000 $25,000 03/18/2013 $635,000 28539-1737 Qual by exam of deed Note:Not all benefits are applicable to all Taxable Values(i.e.County, 01/01/2000 $350,000 18971-4369 Sales which are qualified School Board,City, Regional). 09/01/1990 $185,000 14724-2523 Sales which are qualified Short Legal Description 04/01/1984 $153,000 12131-1785 Other disqualified MIAMI SHORES SEC 1 AMD PB 10-70 E1/2 LOT 22&LOT 23 BLK 11 LOT SIZE 80.600 X 115 OR 18971-4369 01 2000 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 2/15/2016 M mm"o,PX- RHEEM SALES COMPANY, INC. oz WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS 2 VAMMR1. Y 1--41.000" U1 APPROVED ---- SAN DESIGN n=!;36 VuLC=175 MPH 2 20� 0.750° MPH),EXPOSUREW, � � 61.250 CRITERIA. INSTALLATION ONLY 6i. ' g W wT t3 3s.l SGA a O p Z lu lu U• Ps . 0 DESIGN. NOTES: <� n Zb 0 :zm THIS SYST1rM HAS BEEN DESIGNED ACCORDANCE WITH ASCE 7-10 AND � O THE FLORIDA BUILDING CODE FIFTH EDITION(2014)FOR USE WITHIN AND ],( 61 Q Auk OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.THE DESIGN CRITERIA " n CONSIDERS ASCE 7-10 SEC`rM 29.4.1 FOR"OTHER STRUCTURES-S� N SIM.To BUT" SEM.TO®BUT 0 g FREESTANDING WALLS°INSTALLTIONS AT GRADE.ALL DESIGN VARIABLES om lu ON OPP.FACE O � � = ON DPP.FACE O c ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26&29. �p�E 0306" GENERAL NOTES: TYP. L`O 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN Z CONCRETE CON O ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE E-t SUPPORTING SUPPORTING FIFTH EDITION(2014)&ASCE 7-10.THIS SYSTEM MAY BE USED WITHIN STRUCTURE BY STRUCTURE BY AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. THIS DESIGN IS NOT 1" D O INTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT Z OTHERS,TYP. B OTHERS,TYP. CONTROL BOX CABINETRY. d 1 MECHANICAL UNIT 2 MECHANICAL UNIT 1000" QE2. DE O%INCREASE IN ALLOWABLE STRESS HAS BEEN USED m THE DESIGN IGN OF THIS SYSTEM. 3DESIGN&CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH 0 . 1 N.T.S. FRONT ISOMETRIC N.T.S. BACK ISOMETRIC TIE-DOWN TEST REPORT�0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. V 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT(199 LB MINIMUM)OF °1 THESE ISOMETRICS ARE INTENDED FOR BRACKET MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN.ALL _W! (2)-#10 SMS PER BRACKET FOR UNITS DIAGRAMMATICAL PURPOSES ONLY,ALTERNATE RHEEM MIAMI TECH CLIP: 14GA(0.07") MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL.BE UP TO 35"TALL(3)-*10 SMS PER UNITS LISTED HEREIN MAY VARY IN APIA ASTM A653 Fu=90 KSI STEEL AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS BRACKET FOR UNITS UP TO 39"TALL (CUTD8)OR 0.080.5052-H32 RESPONSIBILITY OF THE CONTRACTOR. (ONLY(2)SMS SHOWN BELOW) ALUMINUM(CUTDAS),MIAMI S.. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND,ASTM F593 '� a /-INTERNAL POST 410 STAINLESS STEEL OR EQVIVALENY ONLY,INSTALLED TO 3000 PSI MIN Lu ADJACENT TO TECH KIT C RRC:UF K OR CONCRETE.SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS.ALL Lti! CONTROL BOX RRCUTDASMK SLEET METAL SCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNITS OUVER SHALL BE#10(14 MIN% I STEEL OR EQUIVALENT ONLRY.PPROVIDE S PER �PITCHES MINIMUM PAST TH)ASTM F593 410 E : I PANEL, TYR THREAD PLANE FOR SHEET METAL SCREWS.ALL FASTENERS SHALL HAVE 00 00 00 ftn APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 0 0 X35.25" „n 6• ALL A MINIMUM,ALL CONCRETE SHALL BE STRUCTHEREIN IS NOT PART URAL COTHIS NCRETE 4°IMMIIN•. 0 NIT BASE 0 NIT BASE 0 NIT BASE cV THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3W0 PSI, ANCHOR PER AS PAN 0 PAN 0 PAN UNLESS NOTED OTHERWISE. SCHEDULE 0 0 00 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. ` •a •,' a°.:. s •: s.• .d: N �� 8. CAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY x 3000 PSI MIN " :°• a, g g �"-""" 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND CONCRETE BY C n SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGNAND IS NOT INCLUDED 114 THIS _ OTHERS,TYP. © ®&© O CLI A DIM.1 EXPRESSLPROFESSIY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATION OR . ®&®ARE SIM - CONTROL AFFIRMATIONS ARE INTENDED. AND OCCUR ON CUP OFFSET DIMENSION SHALL X 10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT OPR FAC ES BE TAKEL�FROM'TttIS SIDE ONLY DATUM FACE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR 3 TIE-DOWN BRACKETS LREMiSTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR E N.T.S. ELEVATION 4 TIE-DOWN BRACKET LAYOUT 11. USE�-CONJUNCTION TEXISTINWITH G 1�SUBSTRATE SHALL BE THE FULL N.T.S. PLAN RESPONSIBILITY OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL 0WMWff=L899MPA ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE 15-2543GB ANCHOR SCHEDULE: APP TABLE L : PROPOSED HEREIN.THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY T TIE-DOWN BRACKET OFFSETS: RA1348,RA1m'RA14428, WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS PAM poscRvmms SUBSTRATE DESCRIPTION RA1624,RA1636B,RA1642B, WATER TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE W TALL UMTS DIM.1 4.50"MAX OFFSET FROM DATUM FACE RP1336,RP1348,RP1436,RP1442, INSTALLING CONTRACTOR. STAINLESS STEEL ITW BULI.DEX TAPCON RP1448,RP1530,RD1430,EZP'i536, 12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE CONCRETE: (l)-1/4"0 . DIM.2 28.00"MIN OFFSET FROM DATUM FACS RD1436.RP1542,RD1442, Vuft WIND SPEEDS USED IN THIS DOCUMENT,SEE SECTION 26.7.3 OF ASCE (4"THICK MIN, li4°FULL EMBED TO CONCRETE,ANY MIN.EDGE DIM.3 29.00"MIN OFFSET FROM DATUM FACE RAAJA1724,RA&WM, 7-I0. 3000 PSI MIN.) DISTANCE,3 MIN.SPACING TO ANY ADJACENT pAJUA2024 RPNP1724,RP/lJP1738, ANCHOR. DIM.4 13.00"MAX OFFSET FROM DATUM FACE RM A1738,RPAJP2024 91