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MC-14-825Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-222509 Permit Number: MC -4-14-825 Scheduled Inspection Date: October 29, 2014 Permit Type: Mechanical - Residential Inspector. Perez; JanPierre Inspection Type: Final Owner: HOLT, JAMES Work Classification: A/C Replacement Job Address: 361 NE 97 Street Miami Shores, FL 33138-0000 Project: <NONE> Phone Number Parcel Number 1132060135760 Contractor: PROTOCOOL COOLING SOLUTIONS, INC. Phone: 954/776-2665 Building Department Comments EXACT REPLACE A/C 5 TON AND 2.5 Infractio Passed Comments INSPECTOR COMMENTS False [DI o—)A))� Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-222076. no ome home Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 28, 2014 For Inspections please call: (305)762-4949 Page 35 of 46 ' . ti • r Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: MECHANICAL JOB ADDRESS: 361 NE 97th St FBC 20 Permit No. Master Permit No. City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-013-5760 Is the Building Historically Designated: Yes ' NO Flood Zone: OWNER: Name (Fee Simple Titleholder): James Holt Phone#: 828-994-2115 A „____. 2425 N Center St #348 City: Hickory State: NC Zip: 28601 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: PROTOCOOL COOLING SOLUTIONS Phone#: Address: 1669 NW 14TH TERR #203 City: SUNRISE State: FL Qualifier Name: CHRISTOPHER J. POMPILIO Phone#: CAC058577 State Certification or Registration #: Contact Phone#: 954-776-2665 Email Address: Certificate of Competency #- MEAGAN@PROTOCOOLAC.COM DESIGNER: Architect/Engineer: Phone#: 954-776-2665 33323 954-600-2411 Value of Work for this Permit: $ " I 5 ®L'Y" . 0 0 Square/Linear Footage of Work: Type of Work: ❑Address ❑Alteration ONew ®Repair/Replace ODemolition Description of Work: QK4d t?e9 Q C t Al—c— L Fee $ Permit Fee S Scanning Fee $ Radon Fee S Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $_ Technology Fee $ TOTAL FEE NOW DUE $ r r . Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City state Zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S 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 EMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, 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 octans 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 gparged. Q&�p Signature Signature OM;L or Agent ontractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 9 , 20 14, by JAMES HOLTday of 9 , 20 14, by CHRISTOPHER J. POMPILIO who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission APPROVED BY MEAOAN RICE W COMMISSION # EE BEf3345 s EXPIRES: March 13, 2017 ' ,7r . , B=W Thru Notwy Pablo Undelml bm Aplans Examiner Structural Review Revised 3/12/2012XRevised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: WIW04 Q - Print: MEAGAN S. 164 My Commission Exp' MEAGM RICE W COMMISSION M EE 8l1W5 EXPIRES: March 13.2017 Zoning Clerk A,,� CERTIFICATE OF LIABILITY INSURANCE °^�� tW1-rraala THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED. the policy(tes) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endoreemerwL A statemont on this certificate does not confer rights to the Certificate holder in lieu of such endorsement(s). PRODUCER UNTO C C Inellrarr:e, lrlG GENERAL UA6IUTY MERGALGENERBILrIY PHONE 431-M ISM NV150Ave, L SIs 1" I EACHOCCURRENCE 3 1000000 PIBIti]I0103 Plr>esFL331J?8 COVERAGEINSUREMMAFFORDING Ylonkpiely Itittsanoe TPOVOW k1S rdM Omww INSURED PRCT10000LOOCL1NGSCWn"INC INSURER C.,qro CIISUBNY 1669 NN144TM# Z3 INSURER D: SLrAvw FL 33323 INSUREFt E, r�vF la nraes f.L•�TC.I` � Te. . INSv E P • rucv101L# Y nNMRMK: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEDABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPHOFINSURANCB ADDL MOP POUCYNIUM POLICY EFF POU EXP UNTO AK GENERAL UA6IUTY MERGALGENERBILrIY EACHOCCURRENCE 3 1000000 DRMAGETq ENIED CLAIMS -MADE n occuR X BIarllaBtAdcificlvellntargd x x 0812b'12013 Q(;12B 40%P 1!+'000 -MEDEXPrERSONAL &ADV wARY s 1000000 X E1allaetY +fiver of SI>hrogaflon GENERA!. AGGRE TE s2MUI= "E 'L AGGRqgATE LIMIT APP S PER: POUCr X LOCS a 2� AUTOMOBILE LIAM UTY COMB WED SINGLE LIMIT ANY AUTO ALLNED SCHEDULED AUT . AUTOS FfIRED AUT06�MM-OWNED BODILY INJURY (Pan person) S BODILY INJURY (Peraumeng S .T!ER.TYDAMAGE P S S C X UMBRELLA LU►9 BEXCESSA U OCCUR M -MADE X x OB25=3 08F29=4 RRE 1000000 AGGREGATE 1000000 X 10000 B WORKERS COMPENSATION AND EMPLO"ItIr LIADJUTY OFFICCANY PERERIMEMBER EXCLAR U7 E (Mandatory in NH) R de"undm N /A TAC ,,'' ��� ����� X ATI, O - E.L EACH ACCIDENT 1 E.L DISEASE - EA EMPL 1000000 e-LOINASE-mucyuhair slWflnn DESCRIPTION OF OPER4TIONSILOCATIONS J VEHICLES (Athoh ACORD 101, AddUonal Ibmarke Schedule, U nwrespaee le requbvdl Certificate hdcinsare adManal insumd far Ilabft as n - -ls hwred opere6ons andas req*W by emiratd Class A Lleense contractor CAC0586 CERTIFICATE HOLDER CANCELLAIMM NLOLL! V1LLACE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES 06 CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NOTICE "LL BE DELIVERED IN ®.17CaI]B�l ACCORDANCE WITH THE POLICY PROVISIONS. 1o060NE zDAVE MIAIUI SHOFM% FL 33138 AUTHORIZED REPREWITATNE O ©1888-2010 ACORD CORPORATION. All right® reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD I. 96ed 0800Z6Z1'06 6U6OO] 10W(40Id W'dL 1, 61, V L0Z EZ •dV i R�2ah+, y a� 1669 NW 144th Terrace #203 Sunrise, FL 33323 Phone #954-776-2665 Fax #954252-0080 State License #CAC058577 TO: James & Maria Garcia Holt 2426 N Center St #348 Hickory NC 28601 PROPOSAL NO. 0000018479 DATE 14/7/2014 P.OjW.O. # Job Location : Rental- Holt 361 NE 97th St HOUSE Miami FL 33138 We hereby submit specifications and estimates for. Cost Remove existing A/C systems and replace with new central systems. Included Is the following: RUUD 14AJM - 5 ton, 14 SEER system with electric heat for downstairs. Trane XB13 - 2.5 ton, 13 SEER system with electric heat for upstairs. Recover refrigerant per EPA guidelines and recycle old equipment Dry nitrogen purge & decontaminate refrigerant piping Compressor start kit & surge protector Digital thermostats Power flush drain line and drain wizard clean out fitting Miami -Dade approved equipment pad and hurricane tie downs Seal duct connections at AHU with elastomeric compound Factory authorized start up and warranty registration. Mechanical permit Manufacturer's limited 10 year parts warranty PROTOCOOL one year labor warranty for mechanical breakdowns to new equipment Excluded - Any items not detailed above Contract customer pricing for downstairs system 6,461.00 Previous work credit -500.00 FPL Rebate Incentive - must be signed by FPL account holder -375.00 Contract customer pricing for upstairs system 4,720.00 Previous work credit -500.00 We Propose hereby to f nalsh material and labor - complete in accordance with the above specifications, for sum of'. $9,808.00 Note: This proposal may be withdrawn by us d not accepted witthin 30 days. Payment to be made as follows: 50% DEP. & UNPD BAL AT START UP i AD materlal is guaranteed to be as specilled. All work to be completed In a professional manner a=rdiM to the standard practices. Any altamatton or deviation from abov specifications involvIM We cats wM be executed only upon written orders, and will beams an extra charge over and above the estimate. AA agreements contingent upon i strikes, accidents or delays beyond our control. Owner to carry fire, tomado, and other necessary Insurance. Our workers are fully covered by Worker's Compensatlon Insurance. Acceptance of Proposal -Uwe hereby have read and accept the above pries, specifications and terms and conditions set forth on the front and back of this document Uwe hereby have the authority to enter hKo this agreement You are authorized to do the jwork as specified. Payment will be made as outlined above. PROTOCOOL Authorized Signature: Date: _. Customer's Customer's P.O. # - Date of Acceptance: ♦ SN- Iss L Bill Ottt� ��(� V2 r* t-" V y v • ' S P -s � R1Dp' (� SEEK Miami Shores Village AIR CONDITIONING REPLACEMENT DATA Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel. (305) 795.2204 Fax. (305) 756.8972 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. Job Address (where the work is being done): 361 NE 97th St City: Miami Shores Village County: Miami Dade Zip Code: 33138 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 ARI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES ❑ NO PQ ARHI Sheet Attached: YES V_ NO ❑ Contract Attached: YES KI UNIT BEING REPLACED DATA NEW UNIT ou D MANUFACTURER ✓�L� Ki�EA10 AHU or PKG. UNIT MODEL # Y✓1 A LE) to 0 COND. UNIT MODEL # I y A IM I KW HEAT > L� NOM TONS S AHU32 CU lo PKG 1 M.C.A AHU522 CU(=D PKG AHU I o CU (�D PKG 2) M.O.P AHU Lo CU &D PKG AHU-13o CU230PKG 3)VOLTS AHU230CU2 p PKG PKG UNIT I I PKG UNIT EER/SEER YES REPLACING DUCTS YES YES REPLACING THERMOSTAT qED NO YES W NEW 4"CONCRETE SLAB (FED NO YES NEW ROOF STAND YES YES NEW RETURN PLENUM BOX YES CAD Minimum Circuit Ampacity (Wire Size): ` 2. Maximum Overcurrent Protection (Fuse/Breaker Size): bU 3. Voltage of Circuit (208/240/480): 232 4. Size Disconnecting Means: bo aw` Contractor's Company Name: PROTOCOL COOLING SOLUTIONS Phone: 954-776-2665 State Certificate or Registr tion N. CAC058577 Certificate of Competency N. Signature Date: 15 1 alffiees signature oni Certificate of Product Ratings AHRI Certified Reference Number: 3620618 Date: 4/23/2014 Product: Split System: Air -Cooled Condensing Unit, Coll with Blower Outdoor Unit Model Number: 14AJM60 Indoor Unit Model Number: RBHP-25+RCHL-60A1 Manufacturer: RHEEM SALES COMPANY, INC. Trade/Brand name: RHEEM, RUUD, WEATHERKING Series name: RHEEM 14AJM SERIES 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): EER Rating (Cooling): SEER Rating (Cooling);; 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, personal and confidential reference purposes. The contents of this Certificate may not, In whole or In part, be reproduced; copled; 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 on this certificate can be verified at www.shridirectory.org, click on "Verify Certificate" link we make life better - 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. ' . 130427303092,35281 ©2014 Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: ENGINEERING EXPRESS March 20, 2012 RE: 2010 Florida Building Code Compliance of Trane BAYECMT023 and BAYECMT004 Mounting Clips and Unit Housing Certification for Wind Loading (Ground -Mounted Units Only) Engineering Express has reviewed the design requirements per the 2010 Florida Building Code for the installation of a Trane outdoor condensing unit onto an existing host structure using the mounting kits referenced above, along with drawing number 10-1SR-0002 signed and sealed by this office. The unit and mounting kit have been designed for wind resistance as specified in the aforementioned drawing for various wind pressures as required by the governing code and calculated by others. Our analysis requires that a permanent at -grade attachment is provided to a concrete, metal, or wood host structure as certified/verified by others. Additionally, the unit shall not be installed in a location susceptible to channeling effects from upwind obstacles. it shall be the installer's responsibility to ensure that the mounting method meets or exceeds the requirements of the local Code and is approved by the appropriate local authority before installation. Directions for use (reference drawing 10 -ISR -0002): 6 CON.NECnpN TYPE$ 11�v AM N.T.S. KM V" Figure I. Allowable Connection Configurations (reference drawing by this off ice) L Select desired unit size. 2. Select .desired housing. "Standard" housing is the typical housing as shipped by manufacturer, 'blipped" housing is the typical housing with the addition of backup clips as shown, and "reinforced" housing is the typical housing with the addition of backup clips as well as (2) self- drilling elfdrilling UNC coarse thread screws into (3) comers of the basepan as shown in the drawing. 3. Select desired clip configuration: A, B, or C configuration. Either of the (2) base clip options may be used with this document. 4. Select host structure under consideration as verified by others. 5. Match unit size, housing, and clip configuration with the intended host structure to determine maximum allowable wind pressure for the system. Site-specific required wind pressures per separate certification or by others. All other installation work shall follow the minimum requirements of the 2010 Florida Building Code. Except as er$tovi¢ed herein, no additional affirmations or certifications are intended. Thank you for your attention to Fink Lqnnatd r� ,�NGINEERIIi?RE3�9� �w$h9eWga oc;ginel signsuue �r7 raises asst 1r 14isi =Ti 1 33 fans+,' "F�4P01l1t�" 160 SW 12TH AvENUE *106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM A/C UNIT HOUSING AND MOUNTING CERTIFICATION CERTIFIES BOTH UNIT INTEGRITY AND ANCHORAGE TO HOST STRUCTURE FOR WIND RESISTANCE (FOR AT -GRADE USE ONLY) 4 CLIP ADO'L SMS AT =kms„. BACKUP I (3) CORNERS ycj CLIP P NOUS NG: (1 ,iT�,nt FOR REI MFG. f EJLSET� J BACKUP 2.14 SHEET A i HOUSING -. RACK SCREW PER --`�,i'{CLEAT TYP __CLIP FORCED HOUSING BASE TAB KUPCI14 BACKU PMS AND-•m-� ..�~ BRACKETS 014 SMS AT (3) • CLIP ,.;m' S. W •. y.. "�j \ A� :NERS IWO 0,026' •�.- t _ �, ;� � ' 3� HOUSING HOUSING NO SMS REQ'D (THIS :HHV r. s r•� r....-. a �. °-.- CORNER ONLY) '1 3 TYP. SCALE: N.T.S. - - ISOM. BASE BRACKETS PER CORNER / LB/SETAB 1 (SEE DETAIL): Jl BRACK� • I),.,- 1 • TYPE B - 2 • TYPE C - 4 0.400' • 00.250" 0 0 T J t IC�0 0.00 -. 80.100•00.250• 00.250" -a- 0.75 .250' BACKUP CLIP MATERIAL: RO.O6D 80.250• 1050 STEEL 0.030THK. 0.187• 80.250" 0.0002 THY. ZINC PLATE WITH CRONAK SURFACE CONVERSION. 4e 0:200° 1.50 BEND RAD. 0.06 UNLESS OTHERWISE SPECIFIED. 0.325• 0,032• ENGAGED BROTHERS FOR 01 -18 S HOLE ET ® 80.060' (2)Q FOR 012-18 SHEET }--p,ggp• METAL SCREW (0.1860) BASE TAB BRACKET 0.120' 7YP, I •Y3y TABLE DIRECTIONS: SELECT DESIRED UNIT SIZE. SELECT DESIRED HOUSING. WANbARD" HOUSING IS THE TYPICAL HOUSING N1 AS SHIPPED BY MANUFACTURER. *CLIPPED" HOUSING IS THE TYPICAL HOUSING WITH THE ADDITION OF BACKUP CLIPS AS SHOWN, AND "REINFORCED" HOUSING i5 THE TYPICAL HOUSING WITH THE ADDITION OF BACKUP CLIPS AS WELL AS {{2) 6MS INTO (3) CORNERS OF THE BASEPAN AS SHOWN, SELECT DES1R8b QIP CONFIGURATION: A B, OR C. EITHER OF THE (2) BASE QIP5 PAY BE USED WITH THIS DOCUMENT. SELECT HOST STRUCTURE UNDER CONSIDERATION AS VERIFIED BY OTHERS. MATCH UNIT Cr, AND CLIP CONFIGURATION WITH THE INTENDED HOSTS RE TO DETERMINE MAIOMUM ALLOWABLE WIND PRESSURE FOR THE SYSTEM. SITE -5M= REt , AAED WIND PRESSURES PER SEPARATE CERTIFICATION. OR BY OTHERS. 3 BASE TAB BRACKETS 1 SCALE: N.T.S. UNIT HOUSING 0.026' 0376° 0.296` X 3" LONG NIPPLE CLEAT 0.030° 0.2%" BASEPAN A/C HOUSING 5 CLEAT 1 SCALE: N.T.S. SECTION UNIT MODELS TYPE ""pm" MATERIAL: a 0.06° PRE -PAINTED GALVANIZED T3 '- STEEL E53101203, PER E5DMH2SO • .060 THK. 0.801. RO.120° TYP. c • 060 MINE RADII UNLESS OTHERWISE SFECII IED PART N0. A BIC I D E F 0.045 D153086P01 1 2.50 1 232 I 2A3 3.33 1 378 LAB 80.030' 0143086P08 I 210 I L91 I 2.03 2AXI 1338 LOS 0.100- 3 BASE TAB BRACKETS 1 SCALE: N.T.S. UNIT HOUSING 0.026' 0376° 0.296` X 3" LONG NIPPLE CLEAT 0.030° 0.2%" BASEPAN A/C HOUSING 5 CLEAT 1 SCALE: N.T.S. SECTION UNIT MODELS TYPE ""pm" -- 3 i (1) 012.14 SELF - DRILLING METAL SCREW PER CLIP SEE TYPICAL ANCHOR SCHEDULE BELOW i 11 BASEPAN CONNECTION JSCALE: N.T.S. CONNECTION TYPES 1 SCALE N.T.S. PLAN VIEW 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED I ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF 2010 ...� FLORIDA BUILDING CODE FOR WIND RESISTANCE, FOR USE,. WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, FOR GROUND -MOUNTED APPLICATIONS ONLY 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN - USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION OD FACTOR Cd -1.6 HAS BEEN USED FOR WO ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES ' CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A TOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. DESIGN OF THIS SYSTEM IS BASED ON PROPRIETARY INTERNAL DOCUMENTS FOR THE CLIENT LISTED AND SOME DETAILS HAVE BEEN OMITTED FOR CIARITY. REFERENCE TRANE/AMERICAN STANDARD INSTALLATION IGTS SAYECMT023 OR DAYECMT004 FOR MORE INFORMATION. S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONIUNCTION WITH THIS DOCUMENT. 6, THE ADEQUACY OF ANY T74STING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSTIE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION. 7. ALL BASE TAB BRACKETS SWILL BE GRADE SO GALVANIZED G90 MEFL W) FY - 50 KSI AND SHALL CONFORM TO ASTM A653. B. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, 04 STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 9. BASEPAN MATERIAL CHOPPED FIBER LAMINATE W/ X15 KSI. PLASTIC COMPONENTS USED WITHIN THE HVHZ MST MEET ALL APPLICABLE FLV/SMOKF/W PERFORMANCE REQUIREMENTS ASSET FORTH IN THE ABOVE -NOTED BUILDING CODE. 10. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE ANCHOR NOTES: I- SEE ISOMETRIC BASE LAYOUT FOR ANCHOR LOCATIONS AND/OR SPACING. 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS•RECOMMENDATIONS. 3. TAPCONS SPECIFIED HEREIN REFER TO ITW CARBON STEEL TAPEDNS OR EQUIVALENT W/ 1-3/40 MIN EMBED, Z -3/Y MIN EDGE DISTANCE AND 3• MIN SPACING (UNLESS NOTED OTHERWISE), FASTENED TO MINIMUM 3,000 PSI EXISTING CONCRETE AS VERIFIED BY OTHERS. 4. LAG SCREWS AS SPECIFIED HEREIN SHALL BE MINIMUM ASTM A307 W/ MINIMUM FYb- 70 KSI (BENDINO YIELD STRENGTH), 1-1/2' THREAD PENETRATION AND 3'0. EDGE DISTANCE IMO 02 SOUTHERN YELLOW PINE WOOD W/ SPEe1EIt GRAVITY G=p,SS MW. S. SHEET METAL. SCREWS (SMS) AS SPECIFIED HEREIN SHALL BE MINIMUM SAE GRADES UNC COARSE THREAD W/ MIN (5) PINCHES PAST THREAD HANE, W EDGE DISTANCE INTO MINIMUM W THICK A36 STEEL OR 6063-T6 ALUMINUM. 6. MINIMUM EMBEDMENT SHALL BE AS NOTED. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO, FOAM, INSULATION, AND OTHER FINISHES. 7. WHERE EXISTING STRUMRE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. ALLOWABLE WIND PRESSURES FOR,. .,- .o""" _ "'.""""""..'...^ """`""•' MULTIPLE BASE BRACKET AND UNIT I -N-1 JCCNNTYPE COIVH TYPE HOUSING CONFIGURATIONS CONN TYPEAORBSL�COWMN CONLY CONN7YPEAORBSEECOWMN CONLY CONNTYFEAORBSFBCOLUMN GOND DESIGNATION _ WIDTH UNIT I O HEIGHT I UNIT DARD OUSING I HOUSING cupm I HOUSING HOUSING OUSSINNGG� I CLIMED HOUSING I HOUSING HANG HOUSING 11W�USTNG I H � HIO 51 -LA U w=--x V 8 W auk "m W N� 0 oLU 10. a 10 -ISR -0002 .030 THICK 0.330' w 0.180• 0.074• ROA25' 0.045 .045" 0.139' 80.030' - 0.100- 0.500" 0.190• Rao 80,060• (ZK1 0.310' 4 0.380' BACKUP CLIP 1 SCALE; N.T.S. -- 3 i (1) 012.14 SELF - DRILLING METAL SCREW PER CLIP SEE TYPICAL ANCHOR SCHEDULE BELOW i 11 BASEPAN CONNECTION JSCALE: N.T.S. CONNECTION TYPES 1 SCALE N.T.S. PLAN VIEW 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED I ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF 2010 ...� FLORIDA BUILDING CODE FOR WIND RESISTANCE, FOR USE,. WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, FOR GROUND -MOUNTED APPLICATIONS ONLY 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN - USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION OD FACTOR Cd -1.6 HAS BEEN USED FOR WO ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES ' CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A TOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. DESIGN OF THIS SYSTEM IS BASED ON PROPRIETARY INTERNAL DOCUMENTS FOR THE CLIENT LISTED AND SOME DETAILS HAVE BEEN OMITTED FOR CIARITY. REFERENCE TRANE/AMERICAN STANDARD INSTALLATION IGTS SAYECMT023 OR DAYECMT004 FOR MORE INFORMATION. S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONIUNCTION WITH THIS DOCUMENT. 6, THE ADEQUACY OF ANY T74STING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSTIE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION. 7. ALL BASE TAB BRACKETS SWILL BE GRADE SO GALVANIZED G90 MEFL W) FY - 50 KSI AND SHALL CONFORM TO ASTM A653. B. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, 04 STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 9. BASEPAN MATERIAL CHOPPED FIBER LAMINATE W/ X15 KSI. PLASTIC COMPONENTS USED WITHIN THE HVHZ MST MEET ALL APPLICABLE FLV/SMOKF/W PERFORMANCE REQUIREMENTS ASSET FORTH IN THE ABOVE -NOTED BUILDING CODE. 10. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE ANCHOR NOTES: I- SEE ISOMETRIC BASE LAYOUT FOR ANCHOR LOCATIONS AND/OR SPACING. 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS•RECOMMENDATIONS. 3. TAPCONS SPECIFIED HEREIN REFER TO ITW CARBON STEEL TAPEDNS OR EQUIVALENT W/ 1-3/40 MIN EMBED, Z -3/Y MIN EDGE DISTANCE AND 3• MIN SPACING (UNLESS NOTED OTHERWISE), FASTENED TO MINIMUM 3,000 PSI EXISTING CONCRETE AS VERIFIED BY OTHERS. 4. LAG SCREWS AS SPECIFIED HEREIN SHALL BE MINIMUM ASTM A307 W/ MINIMUM FYb- 70 KSI (BENDINO YIELD STRENGTH), 1-1/2' THREAD PENETRATION AND 3'0. EDGE DISTANCE IMO 02 SOUTHERN YELLOW PINE WOOD W/ SPEe1EIt GRAVITY G=p,SS MW. S. SHEET METAL. SCREWS (SMS) AS SPECIFIED HEREIN SHALL BE MINIMUM SAE GRADES UNC COARSE THREAD W/ MIN (5) PINCHES PAST THREAD HANE, W EDGE DISTANCE INTO MINIMUM W THICK A36 STEEL OR 6063-T6 ALUMINUM. 6. MINIMUM EMBEDMENT SHALL BE AS NOTED. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO, FOAM, INSULATION, AND OTHER FINISHES. 7. WHERE EXISTING STRUMRE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. ALLOWABLE WIND PRESSURES FOR,. .,- .o""" _ "'.""""""..'...^ """`""•' MULTIPLE BASE BRACKET AND UNIT I -N-1 JCCNNTYPE COIVH TYPE HOUSING CONFIGURATIONS CONN TYPEAORBSL�COWMN CONLY CONN7YPEAORBSEECOWMN CONLY CONNTYFEAORBSFBCOLUMN GOND DESIGNATION _ WIDTH UNIT I O HEIGHT I UNIT DARD OUSING I HOUSING cupm I HOUSING HOUSING OUSSINNGG� I CLIMED HOUSING I HOUSING HANG HOUSING 11W�USTNG I H � HIO 51 -LA U w=--x V 8 W auk "m W N� 0 oLU 10. a 10 -ISR -0002 S�OR 3 l'I loll got 1� --6 3 2-55 Miami .Shores Village AIR CONDITIONING REPLACEMENT DATA Building Department 90050 N.E.2nd Avenue Miami Shores, Florida 33938 Tel. (305) 795.2204 Fax. (305) 756.8972 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. Job Address (where the work Is being done): 361 NE 97th St City: Miami Shores Village County: Miami Dade Zip Code: 33138 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 ARI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES ❑ NO ARHI Sheet Attached: YES 01, NO ❑ Contract Attached: YES UNIT BEING REPLACED DATA NEW UNIT -TV/ FO3 to -�-� C) MANUFACTURER AHU or PKG. UNIT MODEL # COND. UNIT MODEL # eCr e Im Z!SDo h b IS KW HEAT a, S NOM TONS � AHU CU PKG 1 M.C.A AHU Z) CU PKG AHU CU PKG 2 M.O.P AHU S CU 30 PKG AHU21,-, C ,:� PKG 3 VOLTS AHU23,� CU o PKG PKG UNIT I I PKG UNIT EER/SEER YES REPLACING DUCTS YES YES REPLACING THERMOSTAT Us NO YES NEW 4°CONCRETE SLAB NO YES NEW ROOF STAND YES N YES NEW RETURN PLENUM BOX YES 1, Minimum Circuit Ampacity (Wire Size): 4 2. Maximum Overcurrent Protection (Fuse/Breaker Size): �,U(MO CO 3, Voltage of Circuit (2081240/480): `Z-33 4. Size Disconnecting Means: LIS ARO Z 3D C • L) ` Contractor's Company Name: PROTOCOOL COOLING SOLUTIONS Phone: 954-776-2665 State Certificate or Registration N. CAC058577 Certificate of Competency N. Signature _ Date: Ll 11511 itier's signature onl Certificate of Product Ratings AHRI Certified Reference Number: 6183255 Date: 4/23/2014 Product: Split System: Air -Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 4TTB3030G1 Manufacturer: TRANE Indoor Unit Model Number: 4FWH(A,F)030A* Manufacturer: TRANE U.S. INC. TradeBrand name: TRANE Series name: Manufacturer responsible for the rating of this system combination Is TRANE U.S. INC. Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air -Conditioning and Air -Source Heat Pump Equipment and subject toverification ofrating accuracy by AHRI-sponsored, Independent, third party testing: Cooling Capacity.(Btuh): 30000 EER Rating (Cooling): 11.00 SEER Rating (Cooling): 13.00 LEER 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, personal and 53 &Full 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 on this certificate can be verified at www.ahridirectory.org, click on "Verify Certificate" link we make life better'" 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 13042730252761& 02014 Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: ENGINEERING EXPRESS March 20, 2012 RE: 2010 Florida Building Code Compliance of Trane BAYECMT023 and BAYECMT004 Mounting Clips and Unit Housing Certification for Wind Loading (Ground -Mounted Units Only) Engineering Express has reviewed the design requirements per the 2010 Florida Building Code for the installation of a Trane outdoor condensing unit onto an existing host structure using the mounting lits referenced above, along with drawing number 10 -ISR -0002 signed and sealed by this office. The unit and mounting kit have been designed for wind resistance as specified in the aforementioned drawing for various wind pressures as required by the governing code and calculated by others. Our analysis requires that a permanent at -grade attachment is provided to a concrete, metal, or wood host structure as certified/verif ed by others. Additionally, the unit shall Act be installed in a location susceptible to channeling effects from upwind obstacles. It shall be the installer's responsibility to ensure that the mounting method meets or exceeds the requirements of the local Code and is approved by the appropriate local authority before installation. Directions for use (reference drawing 10 -ISR -0002): 6^N CONNECTION TYPES 1 $me %ts, ww vow Figure l.• allowable Connection Configurations (' efbrenee d mawing by this office) 1. Select desired unit size. 2. Select desired housing. "Standard" housing is the typical housing as shipped by manufacturer, "clipped" housing is the typical housing with the addition of backup clips as shown, and "reinforced" housing is the typical housing with the addition of backup clips as well as (2) self - drilling UNC coarse thread screws into (3) corners of the basepan as shown in the drawing. 3. Select desired clip configuration: A, B, or C configuration. Either of the (2) base clip options may be used with this document. 4. Select host structure under consideration as verified by others. 5 Match unit size, housing, and clip configuration with the intended host structure to determine maximum allowable wind pressure for the system. Site-specific required wind pressures per separate certification or by others. All other installation work shall follow the minimum requirements of the 2010 Florida Building Code. Except as viov*d herein, no additional affirmations or certifications are intended. Thank you for your attention to 2112 10 r. Funk L "�NGIN�ERINI��f?RE�S® OF pN C Y>rth. 9885 �3iit M eagiaeet's � r lQ�R-O 7ii'aue`� �rJ �pllf tM signature and raised seal 160 SW 12TH AVENUE *106 DEERFIELD BEACH, FL 33442 PHONE: 954-3$4-0660 FAX: 954-354-0443 WWW.ENGEXP.COM A/C UNIT HOUSING AND MOUNTING CERTIFICATION *CERTIFIES BOTH UNIT INT'SGRITY AND ANCHORAGE TO HOST STRUCTURE FDR WIND RESISTANCE (FOR AT -GRAPE USE ONLY) 4 BACKUP I AOD'L SMS AT t BAP Cu (3) CORNERS IX3P PED HOUSING: (1 \ )F HOUSINGk"A REIN NG BASE TA2-14 SHEBT METAL`HOUSING sS-BACKUP r -CLIP SCREWPBR CLIPr.'X' FORCED HOUSING. m�- .�.. S(: TAB BACKUP CLIP PLUS (2) �`�`, eL9 CLIP �2. i m - - 414 SMS AT (3) ` \ - CORNERS I XOOUSING 1� HOUSING NO SMS 2 REINFORCEMENT 0 1 SCALE: N.T.S. ISOM. BASE BRACKETS PER CORNER LBJiS I BRACKETS TAB (SEE DETAILJ • TYPE A - TYPE B - 2 • TYPE C-4 101.40WIo d 1 _j 0.00 - ROA00.250' 00.250'RO 2S 250 BACKUP CLIP MATERIAL: -} 0.187' R0.250" 00.260• 1O505T HII 0.IN0 PHK. ILJt BEND THK. ZINC PLATE WITH CRONAKWISES SURFACE CONVERSION. 4" 0.200' 150 • BEND RAD. 0.06 UNLESS OTHERWISE SPECIFIED. -. 0.325' 0.032' RICHARD BROTHERS ® HOLE R0.060`(2X) r FO�EMENTR 3 SHEET D,88D• METAL SCREW (0.1860) a BASE TAB BRACKET 0.120" TVP. Ia f34• 0.06•• PRE -PAINTED GALVANIZED 0.145' .030 THICK STEEL 1 3 SSOX60 M28THK. 01203. PER ; 0.1 0.330" 060 INSIDE RADII UNLESS g N R0.425' R0.120°TYP. ` m m l OTHERWISE SPECIFIED PART NO. A B C D E F R0'030" i ID.D4 D.D45• 0.L79' Dt530B6P01 2.50 2.32 2.43 333 3.78 I.aB L n153088P12 2.10 1.91 EA3 2.93 3.38 1.C8 0.500" 0.1 0. � R0.0 ' 80.060• (2X) 0.310" TABLE DIRECTIONS: 1. SELECr DESIRED UNIT SIZE. 2. SELECT DESIRED HOUSING. -STANDARD' HOUSING IS THE TYPICAL HOUSING AS SHIPPED BY MANUFACTURER. 'CLIPPED' HOUSING IS THE TYPICAL HOUSING WITH THE ADDITION OFH4CKuP CLIPS AS SHOWN, AND 'REINFORCED' HOUSING IS THE TYPICAL HOUSING WITH THE ADDITION OF BACKUP CLIPS AS WELL AS (2) SNS INTO C3) CORNERS OF THE BASEPAN AS SHOWN. 3. SELECT DESIRED CLIP CONFIGURATION: A S. OR C. EITHER OF THE (2) BASE CUPS MAY BE USED WITH THIS DOCUMENT. 4. SELECT HOST STRUCTURE UNDER CONSIDERATION AS VERIFIED BY OTHERS. S. MATCH UNA SIZE, fR}USING. AND C41P CONF(GURATIDN WITH THE TJTENDED HOST 5TRUCNRE TO DETERMINE MAXIMUM ALLOWABLE WINO PRESSURE FOR THE SYSTEM. STTESPECtFIC REQUIRED W1WD PRESSURES PER SEPARATE CERTIFICATION OR BY OTHERS. �l 4 (1) *12-14 SELF DRILLING METAL SCREW PER CUP 3 BASE TAB BRACKETS SEE TYPICAL ANCHOR 0380' A SCHEDULE BELOW 1 BASEPAN CONNECTION \111 SCALE: N.T.S. 3 BASE TAB BRACKETS 0380' A 4 BACKU CLIP 1 SCALE: N.T.S. 1 UNIT MODELS UNIT HOUSING 0.026• 0.178` 0.296` X 1` LONG NIPPLE CLEAT 0.030' 0.296' ALLOWABLE WIND PRESSURES FOR BASEPAN MULTIPLE BASE BRACKET AND UNIT - HOUSING CONFIGURATIONS DESIGNATION UNIT I un6T UNIT WIDTH OPTH HEIGHT TYPE wR �. zs.a9 m 48.44 IN-( 3z.77IN A/C HOUSING 7M+ 7s.B9w aaaaw t mw IN >ta muil IN I 42.86 w 140.7i1IN 5 29:77INw / 29.69 w a2.6s IN _ CLEATTM� _ 34.a9IN 37.29 M 45.17 IN 1 SCALE: N.T.S. SECTION 34. IN 37.29 IN I 2R28w TYPE XL 34.R9 IN 1 a7.a9:IN S3.fl6 w TYPE '"""" YYPB .�x� -11PE%8�%R _- rYPExL 4s9w 3a.6sw 44941N TYPE%L 3.t12 IN M.IN IBIN B CONNECTION TYPES 1 SCALE: N.T.S. PIAN VIEW GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED I ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF 2010 FLORIDA BUILDING CODE FOR WIND RESISTANCE, MUSE. WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, FOR GROUND -MOUNTED APPLICATIONS ONLY 2. NO 33-1/3°.S INCREASE IN ALLOWABLE STRESS HAS BEEN' USED IN THE DESIGN OFTHIS SYSTEM. WIND LOAD DURATION FACTOR CO=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FDR USE WITH THIS SYSTEM SHAD- BE DETERMINED BY OTHERS ON A 30B-SPECIPIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE, 4. DESIGN OF THIS SYSTEM 1S BASED ON PROPRIETARY INTERNAL. DOCUMENTS FOR THE CLIENT LISTED AND SOME DETAILS HAVE BEEN OMITTED FOR CLARITY. REFERENCE TRANFJAMERICAN STANDARD INSTALLATION TOTS SAYKKM23 OR BAYECMT004 FOR MORE INFORMATION. S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIPPMFAETNT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPEOPIC DOCUMENTS FOR USE IN CONIUNCTION WITH THIS DOCUMENT. 6. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION, 7. ALL BASE TAB BRACKETS SHAD. BE GRADE 50 GALVANIZED GSD STEEL Wl FY = 50 KSI AND SHALL CONFORM TO ASTM A653. 8. ALL BOLTS & WASHERS SHALL BE ZINC COATED ST®., GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 9. BASEPAN MATERIAL CHOPPED FIBER LAMINATE W/ FV=15 KSI. PLASTIC COMPONENTS USED WITHIN THE HVHI FAUST MEET ALL APPLICABLE F1RE/SM0KE/UV PERFORMANCE REQUIREMENTS AS SET FORTH IN THE ABOVE -NOTED BUILDING CODE. 10. ALLSTEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE ANCHOR NOTES: 1. SEE ISOMETRIC BASE LAYOUT FOR ANCHOR LOCATIONS AND/OR SPACING. 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERW RECOMMENDATIONS. 3. TAPCONS SPECIFIED HEREIN REFER TO ITIN CARBON STEEL TAPCONS OR EQUIVALENT W/ 1-3/4r MIN EMBED, 2-1/2° MIN EDGE DISTANCE AND 3• MIN SPACING (UNLESS NOTED OTHERWISE), FASTENED TO MINIMUM 3,600 PSI EXISTING CONCRETE AS VERIFIED BY OTHERS. 4. LAG SCREWS AS SPECIFIED HEREIN SHALL BE MINIMUM ASTM A307 W/ MINIMUM Fyb. 70 KSI (BENDING YIELD STRENGTH), 1-1/2° THREAD PENETRATION AND %' EDGE DISTANCE INTO d2 SOUTHERN YELLOW PINE WOOD W/ SPECIFIC GRAVITY G=0,95 MIN, S. SHEET METAL SCREWS (SMS) AS SPECIFIED HEREIN SHALL BE MINIMUM SAE GRADE S LNC COARSE THREAD W/ MIN (5) PINCHES PAST THREAD PLANE, %' EDGE DISTANCE INTO MINIMUM i'e THICK A36 STEEL OR 6063-T6 ALUMINUM. Ti. MINIMUM EMBEDMENT SHALL BE AS NOTED. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, INSULATION, AND OTHER FINISHES, 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. CONN TYPE A ORS SEE COLUMN I "CNN CONN TYPE A OR B SEE COLUMN CY�LTVYPE CONN TYPE A OR 8 SEUL COLUMN ONLY C'ANDARD f CLIPPED I RETNF. I REINP. STANDARD f CI.IPFBO I REINF. ROW STANDARD I CLIPPED I Rewe. CO t