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MC-15-1759 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-239082 Permit Number: MC-7-15-1759 Scheduled Inspection Date: July 22, 2015 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: LUCA, CORNELIu Work Classification: A/C Replacement Job Address: 1065 NE 97 Street Miami Shores, FL Phone Number (305)321-3919 Parcel Number 1132050170090 Project: <NONE> Contractor: SOLAR BEAR SERVICES Phone: (305)863-1830 Building Department Comments EXACT AC CHANGE OUT Infractio Passed Comments INSPECTOR COMMENTS False r Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 21,2015 For Inspections please call: (305)762-4949 Page 24 of 34 V.< X59 Miami Shores Village Pel nit Type:,MechanIcaI Ot"I ent!a 10050 N.E.2nd Avenue NE tl,�M Wc�rfc Cf ssl catrore A/C ReplAcerr+ n Miami Shores, FL 33138-0000 Phone: (305)795-2204 P,. ;,t�IttS:AP C31i�G Expiration: „ .. � t 1 112 95 01/17/2016 Project Address Parcel Number Applicant ......................_..... _.._---------.,.__.,,.... _ .. 1065 NE 97 Street 1132050170090 Miami Shores, FL Block: Lot: CORNELIU LUCA Owner Information Address Phone Cell ........--—F CORNELIU LUCA 1065 97 Street (305)321-3919 MIAMI SHORES FL 33138- 1065 97 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone LValuation: _ $ 7,797.00 SOLAR BEAR SERVICES (305)863-1830 q Feet: 0 Tons:5 Available Inspections: Additional Info:EXACT AC CHANGE OUT Inspection Type: Classification:Residential Final Approved: In Review Review Mechanical Comments: Date Approved:: In Review Date Denied: Type of Work: Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.80 Invoice# MC-7-15-56335 DBPR Fee $4.09 DCA Fee $4.09 07/21/2015 Check#: 13501 $251.98 $50.00 Education Surcharge $1.60 07/14/2015 Check#: 13284 $50.00 $0.00 Permit Fffg_i $272.00 Scanningl Fge $9.00 TechnoloWee $6.40 Total: $301.98 [�I C_r7 L..J l-'1 r7 In considq.rItion of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining't�ereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In acceptingrtHis permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required f67PELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNER:=-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. Futhermore,I authorize the above-nam con to do the work stated. July 21, 2015 /kVhorized Signature:Owner / Applicant / Contractor / Agent Date 1 BUi14 ng Department Copy July 21, 2015 1 Miami Shores Village \\� i Buildin Department AUS- 2015 g I I 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 i FnB,C 20�y 1�T44_ BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION EJRENEWAL ❑PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP [�e•� a r CONTRACTOR DRAWINGS JOB ADDRESS: 1065 NE —1 l �7 1 91GO City: Miami Shores yy��Coun : Miami Dade zip: 35138 Folio/Parcel#:I 1"32,06'©1'1—o J` o Is the Building Historically Designated:Yes NO Occupancy Type: M_Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):C!oAu� LF-Imt1�VIA Phone#:�")�. L761�-( j::11 I9 Address:L00 Of a1 r�r�,tt,, rr�� City:Y�CNI1 tlZT 8"OplCs State: rl... Zip: VV 1 U9 Tenant/Lessee Name: Phone#: Email: �2 n CONTRACTOR:Company Name: 1.1 1� (1A,!'�19, Phone#: Address:10116Y 1-0 V16 !b)QV 8TE ►O ExT , 5 �� . City: �EV State: IF L . Zip:� A I r Qualifier Name: U..ELIX Phone#: State Certification or Registration#:0JAC 18111 L Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: n City: State: Zip: Value of Work for this Permit:$ Iq Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New VRepair/Replace ❑ Demolition Description of Work:l XV'io�7CT � C1--�� e,(1 (6 -T©N 1 Specify color of color thru tile: Submittal Fee$ Permit Fee$ � "t)UCCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ✓ 1 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,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 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 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 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. Signature &4V Signature�.�.� VIU-4 '.., OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of c�- 120 1� by _day of J ut—V 20 In by AI -r(.I [UM ,who is personally known to MJWV' tfE QW_k1,c,who i ersonally known me or who has produced `. as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: - 6o__ Sign: -� Sign: Print: Print: .����4�� ��+�• �e��; Unlinw-UMOL '2' COMMISSION#FF142531 COMMISSION#FF142531 Seal: _* "= EXPIRES: Sept. 15, 2018 EXPIRES: Sept. 15, 2018 �'•;,',FoF ;� WWW.AAROidAIOTARY.COM pF Q��� WWW.AARONNOTARY.COM *■sri>fl��**��**�s:*�*a**s*s*rt::�s*****r*r*r**r* * s �*****r*r*rs�s******:**s*s****�*rt***�s****rt**********s■ APPROVED BY "� ' Examiner Zoning Structural Review Clerk (Revised02/24/2014) SolarBwr LElite HVAC dba Solar Bear Sery INVOICE 10125 NW 116 Way Suite 10 Medley FL 33178 0000041500 Cooling •-Heating Air Quality Phone: 305-863-1830 0038714 www.solarbearfl.com 7/11/2015 Corneliu Luca 1065 N 97 Street Corneliu Luca Miami FL 33138 1065 N 97 Street Miami FL 33138 305-321-3919 COD CENTA 1.00 Furnish and Install Climate Comfort System 7,578.00 7,578.00 1.00 REMOVE Environmentally responsible removal of existing refrigerant plus remove and haul existing system 1.00 14ACX-059-230 LENNOX 14ACX-059-230 5 TON CONDENSER 1.00 CBX27UH-060- LENNOX CBX27UH-060-230 5 TON A/H 1.00 THERMOEME Digital Programmable Thermostat 10 Years Parts, Compressor and Coil Warranty Included 1 Year Labor Warranty Included 1 Year Proactive Maintenance Included 1.00 Includes all applicable permits FPL Rebate 14ACX—059—230—04 1915D20292 D1013 89W55 20812301160 IBRD ST KIT IM line 4 S SERIAL NUMBER S1615C12544 L III IIIIIIlIIIIII C IIIIIIIIIIIlIIIINiI 111 PART 2082 1615C12544 DESC CBX27UH-060-230-6-04 TOTAL $7,578.00 All material is guaranteed to be as specified.All work to be completed in a professional manner according to standard practices.Any alteration or deviation from above strikes,.accidents or delays beyond our control.Owner/owners to carry all necessary insurance. Our workers are coyered by Workmans Compensation Insurance. specifications involving extra cost will be executed only upon written orders,and will become an extra charge over and above the estimate.All agreements contingent up The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as-specified. Payment will be made as outlined above.Any payment not made as specified shall be subject.to 18%annual interest plus billing charges,court cost and-attorney fees. Price subject to change if not accepted within 15 days. �a Customer Signature `SNG 93 h Miami Shores Village Building Department �� ,,,,,� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 114,6COPY Tel: (305)795.2204 F�OR1Dp' Fax:(305)756.8972 t} r AIR CONDITIONING REPLACEMENT DATA _ ,)U[_ 1A 2015 PERMIT NUMBER: MC i 0000 ust accompany ALL air conditioning replacement permit applications. Each unit change-ost must •••9 9 - • be on its own data sheet. Multiple units on single sheets are not acceptable. •• •0 q-1 r, 0000.. 99 0000.. Job Address(where the work is being done):1 Obs OC ` -1 51 j 1j e�% •••••• ' ttttrr�� �Q 0000.. City: Miami Shores Village County: Miami Dade Zip Code!Ink 00:"••� .••••• 00.09. 0000 0000. ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CO(4C)UTE =13 ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVAIIO1 •••••' 0000.. A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ; 0•, :0000: AHRI DATA SHEET REQUIRED .• • Change disconnecting means:YES❑ NO[g""ARHI Sheet Attached:YES [IR/NO❑ Contract Attached:YES UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER kjmc AHU or PKG. UNIT MODEL# COND. UNIT MODEL# KW HEAT CI 16 NOM TONS AHUN4P CU ip PKG KA 1)M.C.A AHLhjt0, CU PKG AHU CU PKG 2)M.O.P AHU +j CU j h PKG A H U 1,11PCU ty PKG 3)VOLTS AH W CU ArPKG PKG UNIT PKG UNIT t/ EER/SEER YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4"CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size).#b 2. Maximum Overcurrent Protection (Fusee///Breaker Size): C7O 3. Voltage of Circuit(208/240/480): 2�c71_) 4. Size Disconnecting Means:: p� p. _ Contractor's Company Name:8OLiel2i t�RR_ Phone: 6&3 • State Certificate or Registration No Certificate of Competency No. Signature Ce Date: `y 1 5 (Qual'ifier's signature) (Revised02/24/2014) CERTIFIED' L www.ahridirectory.org Certificate of Product Ratings AHRI Certified Reference Number: 5053119 Date: 7/13/2015 Product: Split System: Air-Cooled Condensing Unit, Coil with Blower 0000 Outdoor Unit Model Number: 14ACX-059-230-04 0 • • 0000 ... Indoor Unit Model Number: CBX27UH-060-230*+TDR •• 0 090.00 .. ... . Manufacturer: LENNOX INDUSTRIES, INC. 000000 • 0000 Trade/Brand name: MERIT '•"" 0000.. 0000 ... Region: • .. .. 0000 ... . Region Note: Central air conditioners manufactured prior to January 1,2015, are eligpe:0�be ' installed in all regions until June 30, 2016. Beginning July 1, 2016, central air conditioners• ••�; 004 can only be installed in region(s)for which they meet the regional efficiency requirement.. 0 • Series name: 14ACX SERIES ' Manufacturerresponsible for the rating of this system combination is LENNOX INDUSTRIES, 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 testielling Capacity(Btuh): _ 56500 EER Rating (Cooling): 12.20 SEER Rating (Cooling): 15.00 IEER Rating (Cooling): FootNote 12-This air handler is equipped with an Electronically Commutated Motor(ECM) 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 Am no% 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;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, BMW EWS1 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 rnake 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 130812995786094276 ©2014 Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: BMP Internat6ional 2010 Florida BuildingCode 00 . . 0000 6006.. State Approved,, FL 142 -3 .9- R'1 0000.. . 0000 . . 0000.. EQUIPMENT TIE DOW.N. "' 6 0000 0000. 0000 0000 .666.. .. . .. . . 0000.. 0000.. 0000.. TD04 1" x 4" Tie Down Clip, Galv/Powder Coat, 4A-ag TD06 1" x 6" Tie Down Clip, Galv/Powder Coat, 4/Bag TD08 1" x 8" Tie Down Clip, Galv/Powder Coat, 4/Bag TD04SS 1" x 4" Tie Down Clip, Stainless Steel, 4/13ag TD06SS 1" x 6" Tie Down Clip, Stainless Steel, 4/Bag TD042L 2" x 4" Tie Down Clip, Galv/Powder Coat, 4/Bag TD062L 2" x 6" Tie Down Clip, Galv/Powder Coat, 4/13ag ITDO62 1211 x 6" Fat Cat Clip, Galvanized, 4/Bag BMP International, Inc., 4710 28th St N, St. Petersburg, FL 33714 - 727-458-0544 Note: This file contains approval information from www.floridabuilding.org for BMP tie down clips. Information required by building departments will vary, from listing the approval number, FL14239-R1, on your permit application to submitting copies of the drawings. Consult with the individual building departments for their requirements. This file can be downloaded in PDF format for use. Drawings 1-4 contain the installation instructions. Florida Building Code Online 2/27/12 12:44 AM r ter- ti� � ®R- BICIS s Hca :;Home Log In User Registration Hot Topics Submit Surcharge Stats B Facts Publications FBC Staff SCIS Site Map Links Search Business `iProductA Professional Approval �usra:Pvait u:e, Pnxi—Aoeroval Menu>Product or ADDIIcat—Search>ADolication Llst>Application Detail tY 2 FL# FL14239-R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived •••• Product Manufacturer BMP International Inc. • • •••• •••••• • Address/Phone/Email 4710 28th Street N •••• Y *000 • • St.Petersburg,FL 33714 • • (727)458-0544 •••••• •• •••••• benmeng8@yahoo.com ••• •• • • • Authorized Signature Xianbin Meng •••• • • • • benmeng8@yahoo.com 410 ••••• :••••• ••••• Technical Representative ••:••• •••• ••••• Address/Phone/Email •• •• •••• •••••• • Quality Assurance Representative • • • •••••• Address/Phone/Email • • •••••• is Category Structural Components •• is • ••• • • • • • Subcategory Anchors •• • Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer '✓Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank L.Bennardo,P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute, Quality Assurance Contract Expiration Date 12/31/2013 Validated By Ryan 3.King,P.E. X;Validation Checklist-Hardcopy Received Certificate of Independence 91 14239 R1 COI COI.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1761-06 2006 ASTM D1761-88 2000 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14239 R1 Eauiv Eauiv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/29/2011 Date Validated 12/13/2011 Date Pending FBC Approval 12/18/2011 Date Approved 01/31/2012 Summary of Products FL at Model,Number or Name Description 14239.1 Slotted Steel Tie-Down Clips,1"and Steel Tie-Down Clip System(For Use with Mechanical Units at 2"Models Roof or Grade) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14239 Rl II DWD.Ddf Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo,P.E.0046549 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:This design provides allowable capacities for the FL 14239 R1 AE Eval.odf system.The required site-specific design pressure(demand) Created by Independent Third Party:Yes shall be calculated by others for use with this design. http://w .floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquDEIEnOSCeiRUPjHIQ1CosO1P02g2fFDQo4lHiUWyA%3d%3d Page 1of2 Product Evaluation Report November 4, 2011 Application Number: FL#14239 FLB Project Number: 11-BMP-0001-01 0000 . . 0000 .000.0 Product Manufacturer: BMP International • ' ' 00 Manufacturer Address: 4710 28th Street North • 0000.. 0000.. St, Petersburg, FL 33714 ,•., . . . • 0000.. •c.• • 0000. Product Name: Slotted Steel Tie-Down Clips, 1"and 2"Models 000000 0000 ..:•• Product Description: Steel Tie-Down Clip System (For Use with Mechanical Units algUbQL&GracAre, 90.06• 0000.. 0000.. 0000.. Scope of Evaluation: •.• :" This Product Evaluation Report is being issued in accordance with the requirements of the Florida 0 go Department of Community Affairs(Florida Building Commission) Rule Chapter 9N-3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the 2010 Florida Building Code and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS FLB drawing#11-BMP-0001-01 titled"Mechanical Unit Steel Tie-Down Clip Capacities:At-Grade and Roof-Top Mounted Applications", sheets 1-4, prepared by Engineering Express, signed&sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Ultimate test loading structural performance has been tested in accordance with ASTM D1761-88 test standards per test report(s)#TEL 01970387A and#TEL 019703878 by Testing_Evaluation.Laboratories, Inc. ,t6 L ' • STRUCTURAL ENGINEERING CALCULATIONS Raised ErigineA a1•V for Structural engineering calculations have been prepared which ages,.throw 2-0 evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Maximum Allowable Unit Wind Pressures , . _ 2, Minimum Allowable Unit Width Fraea'h •P,E' 3. Maximum Allowable Unit Height #PE"OQ \ 8b 4. Minimum Unit Weight o EOtt 5. Maximum Allowable Unit Surface Area 6. Clip Configuration and Anchor Spacing 7. Anchor Capacity for Various Substrates — 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM . ENGINEERING EXPRESS November 4,2011 BMP INTERNATIONAL—SLOTTED STEEL TIEDOWN CLIPS 1'/2" Page 2 of 2 8. Maximum Allowable Additional Uplift per Clip in Combination with Lateral Forces (For Use with Rooftop Applications) No 33% increase in allowable stress has been used in the design of this product. Impact Resistance: Not applicable to this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the design schedule(s)on the Product Evaluation Document(i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document(i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document(i.e. engineering drawing). . . .... ...... Limitations & Conditions of Use: • Use of this product shall be in strict accordance with the Product Evaluation Document'fd*dagineering' :....: drawing) as noted herein. 0"" • .... . ..... All supporting host structures shall be designed to resist all superimposed loads and stjZl.i00of a material. ..:..' listed in this product's respective anchor schedule. Host structure conditions which are.rldWcounteAlbir ..•••• in this product's respective anchor schedule shall be designed for on a site-specific basis bVa.registered. • professional engineer. : ' : ..•••• All components which are permanently installed shall be protected against corrosion, c6nta0nation,and :•••• other such damage at all times. 0 000 ' This product has been designed for use within the High Velocity Hurricane Zone(HVHZ). 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM BMP INTERNATIONAL, INC. � ,oF CE MECHANICAL MECHANICAL UNIT STEEL TIE-DOWN CLIP CAPACITIES: AT GRADE & ROOF-TOP MOUNTED APPLICATIONSji -SSOLB MIN.WEIGHT, GENERAL NOTES_ (DST,r,€RF, ' / MECHANICAL 1/NIT --_-- ----- PER SEPARATE 1, THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ` f£GZ .'• CERTIFICATION,TYP, ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING �'•, S1F•_P i# ( ---- CoDE,FOR USE WITHIN AND OUTSIDE"THE HIGH VELOCITY HURRICANE ZONE.` � tCENTER OF GRAVITY AS MED TO ACT AT TtiE 2, NO 33-1/3',4 INCREASE IN ALLOWABLE SI RESS HAS BEEN USED IN THE yy� w ,U• DESIGN OF THIS SYSTEM. '7 W ✓ j GEOMETRIC CENTER OF THE 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST L MECHANICAL UNIT. w ,Q TO REPORTS;STEL 01970387A,,Y_TEL 019703B7B BY TESTING EVALUATION �(tl 4 w l7 5 6 MECHANICAL UNIT MUST RF n SEE DESIGN LABORATORIES,INC..NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY �J• m W$ SQUARE OR RECTANGULAR, u tCENTER OF SCHEDULE FOR THIS ENGINEER SHALL BE PERMITTED. NO IRREGULAR SHAPES. w(O I�- GRAVITY MAXU4Uh1 SURFACE. 4. ALLOWABLE DESIGN PRESSURES TO UALIFY CAPACITY OF CLIPS AS LISTED _ Q WW Z AREA AND DESIGN IIEREIN ARE DETERMINED THROUGH TESTING REPORT DATA AND RATIONALLY n C) - ' PRESSURE,TYP. CHECKED FOR CONSISTENCY WITH EACH TEST PERFORMED. REQUIRED LATERAL AND/0 UPLIFT DESIGN PRESSURES CALCULATED FOR USE w STEEL TIE-DOWN CLIPS. t 9 WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A SITE-SPECIFIC Jf e O BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SEE DETAIL 1/4&2/4 IN 0, MAXIMUM&MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL ADDITION TO TIE-DOWN UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN.ALL MECHANICAL ./ 4 j SCHEDULE FOR CLIP SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL BE AS PER / INFORMATION,TYP. MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF TI IC CONTRACTOR. 7, FASTENERS TO SE :12 X 3/,'OR GREATER SAE GRADES UNLESS NOTED w a3 I OTHERWISE.TAPCONS REFERRED TO HEREIN SHALL BE 1TW BUILDEX BRAND, 3 MAX l TYP. CARBON STEEL ONLY,INSTALLED TO 3192 KSI MIN CONCRETE.SEE ANCHOR U TMP SCHEDULE FOR ANCHOR REQUIREMENTS.ALL FASTENERS SHALL HAVE HOSE STRUCTURE DESIGN BY OTHERS. j .h APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. c M OQ a SEE TIE DOWN SCHEDULES FCR \\7B ') I;{ ,t"1� 8, ALL STEEL CLIPS SHALL BE ASTM A283 STEEL.(GRADE D)WITH Fy=33 K51 OR O 2�N ryf � 1a BETTER.ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WE ALLOWABLE SUBSTRAI"c5.NOTE;WOOD N I ' i '('A J� AN APPROVED COAT OF PAINT,ENAMEL OR OTHER APPROVED PROTECTION IN Iti w MEMBERS MAY NOI BE USED FOR Y �`0��0 w(7 ROOF-10r APPI ICA I TUNS PER TBC 1522. ti .3"MAX rp)�AP;<' ACCORDANCE WITH THE 2010 FBC SECTIONS 2203 2 AND 2220.G90-RATED fe c[:nn 3 - Typ, P� QCT COATING REQUIRED FOR ALL COASTAL INSTALLATIONS. �n w �+ MAX e� lN� 00 9 ALL CONCRETE SPECIFIED HEREIN I5 NOT PARI"OF THIS CERTIFICATION.ASA Q = n 4 w DOUBLE CLIP OPTION: ,.' TYP MINIMUM,ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4"MIN.THICK AND ly Z I-vw� z y --- --.-- �' SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI,UNLESS MUTED W o s = p (2)TO IAL CLIPS MAY BE USED AT EACH CORNER(ONE EACH ON - .\ _ OTHERWISE.PI VE ST F- u OPPOSING CORNER FACES,3"FROM CORNER APEX,TOTAL OF ; UTILIZE'1)CLIP-AT EACH CORNER 10.ALL WOOD MEMBERS SHALL BE PRESSURE IREAFED SOUTHERN YELLOW PINE ~ <(q z O t (8)CUPS PER UNIT FOR TFIIS OPTION).EACH CLIP SHALL NOT .-'�/ -JAS HOWN WITH 3"MAX OFFSET GRADE F2 WITH SPECIFIC GRAVITY G=0.55 OR GREATER.DIRECT Z i LL F EXCEED 3'MAX OFFSET FROM END OF MECHANICAL UNIT AS FROM EVD OF MECHANICAL.LINIT. CONNECTION TO WOOD PIFMBERS/SLEEPERS IS NOT PERMITTED FOR ROOF-TOR C.L. w 9. DETAILED HEREIN,DO NOT SPACE CONCRETE ANCHORS CLOSER - _ _ APPLICATIONS PER F8C SECTION 1522. E THAN THE ALLOWED SPACING LIS fED IN THE TIE-DOWN MECHANICAL UNIT 11. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM 37 CHOR INFSCHEORMATIOtN,DULES.SEE SHEETS 2&3 FOR MORE1 TIE-DOWN ISOMETRIC 2003.8.4. a DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS,I.E.ALUMINUM PER F.B.C. Cn s ISOMETRIC 12 OTHERS.CIRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY Y o _ ___ 4@ `FOR CLARITY,THIS ISOMETRIC ONLY SHOWS 1 Cl IPS.THE ISOMETRIC 13. THE ADEQUACY OF ANY EXISTING STRUCTURE IG WITHSTAND SUPERIMPOSED y• E LAYOUT IS TYPICAL FOR BOTH 1'AND 2"CLIP APPLICATIONS.2"CLIPS I LOADS SHALL I1 5 CERTIFICATION, BY THE ONSITE DESIGN PROFESSIONAL.AND IS NOT c I ¢S ARE NOT CER TIRED FOR ANCHORAGE 10 CONCRETE. INCLUDED IN TI 115 CERTIFICATIOfJ.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. - 14.-- THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE LL p 59 ETIE-DOWN CLIP DIRECTIVE EXAMPLE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM rcr q�t - ._........ - .-- _AN—G AIC_..........—_ � .. ENGINEER OR REGISTERED _ ----- --- - 1 HE CONDITIONS DETAILED HEREIN,A LICENSED (THE FOLLOWING EXAMPLE ILLUSTRATES THE PP,OCEDIIRE USED TO DETERMINE TWMAXIMUM ALLOWABLE WIND PRESSURE FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO THE - m.DIMENSION R-.Si RICUONS LISTED HEREIN SFE SHEETS 2&3 FOR IJE DOWN SCHF.DUI.FS.) ARCHITECT SHALL PREPARE 517E SPECIFIC DOCUMENTS FOR USF.IN f.ONILINCTION WITH THIS DOCUMENT. :€ P X 15. WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SMALL BE THE FULL y� MECHANICAL THE FOLLOWING CRITERIA UNIT CRITERIA: 0• s e• • • • • • •• COWSIDER THE IN51'ALLAITOfJ OF(1j MECHANICAL IINI f V✓Rt{ = RESPONSIBILITY OF THE INSTALLING CONTRACTOR.CONTRACTOR SMALL P. ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS '" T 36"TALL x 36 DEEP,24'WIDE,ISO LB WEIGHT'AS VERIFIED BY OTHERS,INSTALLED TO 3152 KSI MIN.COfkRETE AT GR E AS W4IFI`D B)bOlTgR5• • r; - -� — RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED • •• • • • • ••• • HEREIN I HIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY TP y PROCEDURE: �_ • • •_• • •__� • s .I v -: __. .........._ _ ... — -- -- -- LVATERPROOFING GR LEAKAGE ISSUES WHICH MAY OCCUR AS PROCEDURE STEP •• 000 •0 RCSULP • •• WATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING mFmG.`T Frax<I aEnmax?.[. I _LOCATE THE AT GRADE TIE-DOWN SCHEDULE ON SHEET_2 AND SELECT_CL[V'frPE -- CONSYUER 1 STEEL CLIP . CONTRACTOR NE 11-BMP-4001 2 DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BF INSTAL ED 3G x36-AFP scale: NJ 01 ' __— ..... 3 CHECK MAXIFIUM UNIT HEI HT M5T0.ICT10N UNIT HEIGHT IS 36"WHICIi IS LESSTHAN THE MAXIMUM ALLOWABLE HE(GI3T JF 48 PAGE o_, IPTSION: `- 4 - - C11ECY.MIfJIMUhi UNIT WIDTH RESTRIC10N lIM1T l4jD-)TWE —°�0.'H(EH IyEQUT1TAL•N/1)1HE MI NIML•1 A�0•✓A EWIOTM OF 24°1 iUEfERM1ME THE NUMBER OF CLIPS TO BE USED AT EACtI CORtJ R OF THE MECHANICAL OMIT �OI'J�IDCR )CLP Ai I•kCH CORNBW,INSTALLED TO•:OfJM2ETTSU65TRATF A CONCLUSION,MA.XIMUM ALLOWABLE LATFRAL DESIGN FRLSSURE- 140PSFI •t•)� • • • • • • • DESIGN 14!110 PR.SSURF PROLID'0`7 YAC Y EA'GINEER • •. ✓� I CEk71 FIG4T1011—ter 1 Q., 1 -- _ •�! � OR•�2ISREO ARCl/jif7� NOT '�UDED/N TYfS N OMP4k[,175 LA1T'_T07lI�SEFAR!Tt SITc S!'EClFIc.RC JRED . C-C'-- ----- ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1"STEEL CLIP TIE DOWN SCHEDULE AT GRADE INSTALLAI"IONS - -- I - -- i - - - MAXIMUM ALLOWABLE LATERAL WIND PRESSURE(ANCHOR TO HOST STRUCTURE) 1 rY,AXIrdUM SURFACE UNIT _ (1)Cl IP AT EACH CGRNERRR�TOTAL OF CLIPS PER UNIT) T _I CLIPS AT EACH CORNER_(TOTAL OF 8 CLIPS PER UNIT = _ AREA OF UNITS ,UNIT WIDTH SHEETMETAL ` LARGEST FACE HEIGHT SHEET M TAL SCREW SHEET METAL SCREW WOOD SCREW TO TAPCON TO SHEET METAL WOOD SCREW TO _ TAPCON TO CCIJCRETE SCREW TO TO ALU611NUM 10 STEEL WOOD CONCRETE ALUMINUM SCREW TO STEEL WOOD I S Fb {� 4 FP91 P F 91 PSF 91 PS 100 PSF 100 PSF 100 PSF f 100 PSF 6FP B f PSF _fit PSF 61 PSF 61 PSF 100 PSF 100 PSF 1-PSF 100PSF9 FT' 48"MAX 24"MIN 40 PSF 40 PSF 40 PSF 40 PS 77 PSF 77PSF77PSF77PSF __. .._ .. 12 FT 30 PSF 30 YSF ___30 PSF 30 PSF 8 PSF _5_8_PSF .58 PSF 58 PSF 16 FT 22 PSP 22 PSF _ 22 PSF _ 22 PSF 43 PSF_ 43 PSF 43 PSF_ 43 PSF-- W W W 2 X 6 - 20 FT'- I 26 PSF 28 PSf -- - 20"PSF J� 49 PSF _49 PSF -- -49 PSF 47 PSF PSF _. 39 PSF 39 PSF 37 PSFI U Q t m Z 0 60 MAX 48 MIN 33 PSF 33 PSF I..... 31 PSF .. -.� 0 4 w i _--_ — 1'1 j 36-FT' - i I, :�i� r/ f�/ r/Z,,�` •1 27 PSf _27 PSF 27 PSF 26 PSF,.., off ul MM S z _. _........ r.r.. _._ z 1. TIE`DOWN CLIPS SI IALL BE.FASI ENED TO MECHANICAL HOU.i1NG UNIT WITH(3)-412 SAE GRADE S SHEET METAL SCREWS. ((5)-SHEET METAL SCREWS REQUIRED FOR LONG CLIPS,SEE DETAIL 1/4.) ( N ? y 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: � ) N W--2.1. -2.1. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN.ALUMINUM SHEET WITH Fty-30 RSI,0.125"MIN.THICKNESS, 2.2. STEEL HOUSING UNITS SHALL BE 33KSI MIN.STEEL,GRADE 33,22GA MIN.(L-0.0299"). 1 1J 3. MAXINUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT DUE TO THE LIMITING CAPACITY OF THE I"CLIP, 4. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UI It IZED;FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE-SPECIFIC ENGINEERING. ANCHOR SCHEDULE: SUBSTRATE ( ANCHOR U .._... .........._. __ CONCRETE ( (1) O CARBON STEEL ITW BUILDEX TAPCON 1- FULL EMBED TO CONCRETE,2; MIN a (4 THICK 1.11143I92KSI MIN) EDGE DISTANCE,'s"MIN SPACING TO ANY ADJACENT ANCHOR, ANCHOR SCHEDULE NOTES: U - -- '- -"- --- 1, EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES,IF APPLICABLE. ALUMINUM: (1)-Y 14 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM,PROVIDE(5)PINCHES MIN. �J Z j 2, ENSURE MINIMUM EDGE DISTANCE AS iNOTED IN ANCHOR SCHEDULE, (0.125'hLN (HICK, 061-T6 MIN,ALUMINUM) PASI-THREAD PLANE FOR SHEET METAL SCREYJ. =r: 3 p SI..EL: (1)-414 SAE GRADE 5 SHEET METAL SCREW TO STEEL,PROVIDE(5)PINCHES MIN.PAST TABLE IEGEND: z O (0.125 MIN.IHICK,33 KSI MIN.STEEL) THREAD PLANE FOR SHEET MEI Al SCREW _. ...._ ...... ........ _._ -j DENOTES EXAMPLE VALUE FOR USE WITH COVER PAGE DIRECTIVE O F-W � SEALED WOOD: (I,k14 SAC GRADE"WOOD SCREW TO WOOD MEMBER,PROVIDE I'rj"MDI,THREAD 1 q J DENOTES VALUES NOT APPROVED FOR USE L'~ w l0^ - (OUJHERN YELLOW FINE,G-0.55 OR BETE ERi (EtJEiRAT1ON 1 MIN,EDGE DISTANCE,1 MIN.EIJO DISTANCE. �� _ __ -_ .......... _-_________. .__ z ^ G 2"STEEL CLIP TIE DOWN SCHEDULE AT GRADE INSTALLATIONS: Fu- 3 0 .._..... ....... ..__ -__ .__ _ p MPLXIM UM ALLOWABLE LATERAL WIfJD PRESSUREAN �{ (HOR TO HOS STRUCiURE�-_ -- z Z MAXIMUM SURFACE {1).CL P AT EACH CORNER TOTAL OF 4 CLIPS PER UNIT) .. (2)CLIPS AT EACH CORNER�TOTAL_OF 8 CLIPS PER UNIT) H ( UNIT UNIT o AREA( UNITS 511..ET ME AL i 0. rIF.IGhiT VJIDIH SHEET MiETAL SCREW 511[[7 METAL SCREW WOOD SC EW TO SHEET METAL- WOOD SCREW TO IAR(iFST FACE I SCREY T TO ALUMINUM( TO STEEL_ WOOL SCREW TO STEEL WOOD n t------ __ __._ .._ __....._ _._ _- _ ... a .. 4 FP 100 PSF 700 PSF ALUMINUM'00 PSI, 100 PSF 100 PSF _. i f FT i 100 PSf 100 PSF 130 PSF 100-PSF 100 PSF _ IDU PSF J` 9 FT 4tl"MAX 24"MIN 67 PSf _ 67 PSF 6J PSF AGO PSf 700 PSF 100 PSF 12 fT' 50 PSF _ 0 PSF SO PSF 99 PS 59 PSF �99 PSF ^I _. .. .... ....- f j 16 FT' 1__ 38 PSF TO PSF _ 3B PSF 74 PSF 74 PSF 74 PSF 3 j o - e0 FP 41 PSF 41 PSF 41 PSF80 PSF _ 8'1 PSF AO PSF ugli 25 FT' 33 P f _ _ 33 PSF 33 PSF 64 PSF 64 PST-� 64 PEE $'T -. - 60"MAX 48'MIN E 30 fT' I 27 PEE 27 PSF yI 27 PSF 53 PSF 53 FSF53 ESE 3E FP 44 PSF 44 PSF....... 44_PSF rg - m :1. TIE DOWN CLIPS SHALL BE FASTENED TO MECHAN,CAI.HOUSING llrllT WITH(3)-#12 SAE GRADE 5 511CCT METAL SCREW->. '0 2, PIECHA JICAL HOUSI'YG Ut41T SI4ALL CDNFORI-I TO THE FOLIO'I:ING: 2.1. ALUMi\UM HLIUSING UNITS SHALL 3E 6063-T6 MIN.At UINIlr4 SHEET WI FH Fly-30 KSI,0.125"MIN.THICKNESS. g n 2.2. S'"EEL HOUSING UNITS SHA BE 33K5[MIN,STEFI,GRADE 33,22GA MIN.(1-0.0299'). •• *00 • • • • • •• 7 3. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN IITIIJZrD FOR HIGHER DEMAND CAPACITIES`FJNTACT THIS4jNG*IP.E1bFWb • • • • H i t p SITE-SPECIFIC ENGINEERING. • • •• • • • • • d ANCHOR_SCHEDULE: "' •• _ -- _-_-- ----- COP'e90 FMKK L.BJ»IFu PE SUBSTRATE : NCOR SCHEDULE NOTES: 11-BMP-0001. --" I. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES,IF APPLICABLE. ALUMINUM: (2)-914 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM,PROVIDE(S)PIN( MIN PAST SCALE: N T^u. OL ' .2. ENSUpE M[rJir4UM EDGE DISTANCE AS NOTED IH ANCHOR 5C1'iEDULE, PAGE DESCRIPTION: r (0.725'MIM(.THICK,6061-76 44TH.ALUMINUM);1HREAU PLANE FOR SHEET METAL SCREW, • ••• • ••• • • _ STEEL: (2) 4 AE GRADE 5 SHEET METAL SCREW i0 S kL,IALOJIDC(5)PINCHA MIN,PAS" • • ' n (0.125"MIN TRICK 33 KSl MIN STEEL) 1HREAU PLANE FOR HEET M IAL SCREW. • • ••• • W..BLE LOG • SEALED WOOD,7 1/Z MIN THICY,IIESS: (2)#14 SAE GRADE S W000 SCREYJ TO WOOD MEMBEPl PROVIpF•1',1"111'J.THP�AD •• • • __ (SOUTHERN YELLOW PINE,G=0.55 OR BFT I ER) PCHL(RATION,I LIN.EDGE DISTANCE,I"MIN.Er Qjl TANCC• • • 1 - tOENOjES VALUES NOT APPROVED FOR USE �^1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' , | | ' � ! |� | / / | � | / | | I"STEEL CLIP TIE-DOWN SCHEDULE: ROOF-TOP MOUNTED INSTALLATIONS : MAXIMUM ALLOWABLE LATERAL WIND PRESSURE(ANCHOR TO HOST STRUCTURE) SHEFT�ETA ? MAXIMU RFACE (1)CLIP AT EACH CORNE R(TOTAL OF 4 C L LIPS PER UNIT) 2)CL IPS AT EACH CORN ER(TOTAL OF 8 CLIPS PER UNIT) M UNIT No 466RS­�� AREA OF NIT TO 13 LARGEST FACE S 'T TAPCON TO CONCRETE TO ALUMINUM T STEEL CONCRETE E To STEEL ALUMINUM 0 A- _t�z_--__ 62 PEP 0 PS 9FP 48"MAX 24 MIN 27 PSF 27 PEP 27 PSF 51 PSF 51 PSF 51 PEP OAS zz N o7z 33 PSF 33 PEP NTAHON�IAIIYVIG 5 4u III T PSF 30 FT' 60 MAX 48 L4114 25 FT' 1. TIE-DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH(3)-412 SAE GRADE 5 SHEET METAL SCREWS,((5)-SHEET METAL a!;�'1� SCR EWS RCQUIRED FOR LONG CLIPS,SEE DETAIL 1/4.) w 2MECHANICAL HOUSING UNIT$HALL CONFORM 10 TL.E FOLLOWING: 2.1. AL MINUM HOUSING UNITS SHALL BE 6063-T6 MIN.ALUMINUM SHEET WITH Fty=30 KSI,0,125"MIN.TmICKNESS. ADDITIONAL ALLOWABLE UPLIFT: 90 LBS/CLIP 2.2. STEEL HOUSING UNITS SHALL BE 33KSI MIN,STEEL,GRADE 33,22GA MIN.(t=0.0299'). (6104 N TABLE ACCOMMODATES MAX 90LB/CLIP AS ADDITI NAL UPLIFT N 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAYBE EQUIVALENT DUE TOTHE LIMITNG CAPACITY OF THE I'-CLIP. COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL A MAXI14UM ALLOWABLE VALUE OF 100 PSF HAS SEEN UTILIZED;FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE-SPECIFIC FORCES.SEE ASCE 7-10 SECTION 29.5 FOR MORE INFORMAL ION.) ENG-INFFRI G. ANC ALLOWABLIE UPLTFT PER UNIT IS BASED HOR SCHEDULE: THE NUMBER OF CL1 PS U SUBSTRATE Awcwo CONCRETE: (1)-!�'O CARBON STEEL ITW BUILDEX TAPCON,VK"FULL EMBED TO CONCRETE,211"FuN, (REQUIRED UPLIFT DEMAND SHALL BE DETERMINED (4"THICK MIN,3192KSI NIN.) EDGE DISTANCE,3"MIN.SPACING TO ANY ADJACENT ANCHOR. ON A SITE SPECIFIC BASIS BY LTCENSED ENGINEER ALUMINU!,j.. (1)-d 14 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM,PROVIDE(5)PINCHEI IN. z ISTERED ARCHITECT;NOT INCLUDED IN THIS 1 6061_ OR REG C0,125"MIN,III CK, MIN,ALUMINUM) FAST THREAD PLANE 1.1�HIET METAL SCREW. 0 0 S EEL: (1)-#14 SAE GRADES SHEET METAL SCREW TO STEEL,PROVIDP(5)PINCHES MIN.PAST 1 0 (11.12S"MIN. CKr,.3 KSI MI.N.STEH) 1HRFAO PLANE FOR SHFFI METAL SCREW. r < -DENOTES VALUES NOT APPROVED FOR USE EM1.EO1IE1.1,T All EDGE DISTANCE E11111111 F,1IS'ES'11 AP1111111' EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. _CU elf NS: Uj CP TIE-DOWN SCHEDULE: ROOF-TOP MOUNTED INSTALLATIO A�IMLJPIALI OWABIL-LAI FRAIL WIND PRESSURE FANCHUR TO HOSTSTRUCTURE) t; (1)CLIP AT EACH CORNLR (2)CLIPS AT EACH CORNER _(TOTAI_OF4CIIPSPFRUfHF) (TOTAL OF 8 CLIPS PER UNIT) 10"o"IDA 6—i-Coa scc,-L.S(AN. CL MAXIMUM SURFACE U141T UNIT AREA OF UNITS FIFICHT WIDTH SHEET METAL SHEET METAL SCREW SHEETWETAL TO ALUMINU M SCREW TO 51 EEL 4 FT� d 84 PEP 81 ISF 101 PSI 100 PSIF SilCrON 1505 AHPIOR J512 OF THE&110ING 9 FT' 46 MAX 24 MIN PSF I 82 FSF 82 PEP 31 PSF 1-1.1101f.WIN 20 FT' 3;PSF 34 PSF 67 PEP 67 PSF 27 PS 53 PST 53 PSF 6 MAX 0' 4B MIN SF 441 37 PST ADDITIONAL ALLOWABLE UPLIFT: 90 LBS/CLIP 1, -,�-DOWr!Ci]PSS�iAtI.BFFAST"IEDTOIIE.CIIANICAI,HOtJ,�INC-�tlil.'IT�VITH(3)-412SAFCkA(IF.5 SHELF METAL SCREWS. 2. MECHANICAL HOUSING UNIT SHALL CONFCJRM To THE FOLLOWING; rW H (DES1 N TABLE ACCOMMODATES MAX 90LOICLIP AS ADDITIONAL UPLIFT IN SLUMMUM HOUSING UNITS SHALL BE 6063 2.2EEL HO SING UNITS 541AL:BE 33KSI MILF STEEL,GRADE 33,22CA MIN.Ft� 029'..) CUMHINAIIUN WITH UPLIFT CAUSLU B OVERTURNING FROM LATERAL. 3 A MAX 1114UH ALULOWABLE VALUE OF 100 PST HAS BEEN UTILIZED;FOR HIGHER DAID CAPACjl�Cw4TA:T+E:Glf,;q FORCES.SEE ASCE 7-10 SECTION 29,5 FOR MORE INFORMATION.) 0 0 0 0 0 ALLOWABLE UPLIFT PER UNIT IS BASED ON .1 1 1 so* so* 00 0 0 THE NUMBER OF CLIPS UTIt]ZED A 90LB/CLIP SUBSTRATE ANCHOR ll-BMP-0001 (REQUIRED UPLIFT DEMAND SHALL Of DETERMINED ALUMINUM: (2)-#14 SAE GRACE 5 SHEET METAL SCREW TO ALUMINUM,PROVIDE(5)PINCHES MU,L scALE!ESC N.TS M ON A SITE SPECIFIC BASIS BY LICENSED ENGINEER (0.125'MIN.THICK,6061-T6 MIN.ALUMINUM PAST THREAD PLANE FOR SHEET METJIL S� *so OR REGISTERED ARCHITECT;Nor INCLUDED IN rNts PAGED.,.....R.XPTIGN; STEEL: (2)-#14 SAE GRADE 5 SHEE I MET)*SC*EW TONSTEEL,PROVIDE(5)PIFRHES HIN.PAST CERTIFICATION) 10,125-MI.N.THICK,33 KSI LAIN.SIFF19) THREAD PLANE FOR SHEET METAL OCREW. 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES,IF APPLICABLE. 2 ENSURE MINIMUM EDGE DISTAN(,E AS NOTED III ANCHOR SCHEDULE. 9 0 0 -DENOTES VALUES NOT APPROVED FOR USE ° ° ° ° ° °°°° ° ° FOR CLIP LONGER THAN l0" r,{rte ..EGpple3Jr ��_ 1171112E(5)-#1J_SAE'.UE SHEET METAL SCREWS(PROVIDE 2 MIN SHEET METAL SCREWS AT { I MECHANICAL UNIT BY OTHERS.ALUMINUM TIIE TOP OF THE CLIP)TYP, HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH Fty=30 KSI,0.125'MIN. * - i= 0.19" THICKNESS,STEEL HOUSING UNITS SHALL BE si I P. i \ (3)-*12 SAF..GRADE 5 SHEET METAL � A 0 33KS[h1I1J.STEEL,GRADE 33,22GA 99" ".i (1=D.D299") SCREWS THROUGH CLIPS TOFL MECHANICAL HOUSING UNIT BY / 0.068"THICK- � �+ o L9 !" `OTHERS.PROM PINCHES IN. DE 5 PI J M STEEL TYP. /J./"Y PAST THREAD PLANE FOR EACH //� SMS,TYP. µ� , il 0.068"THICK ASTMASTM m (� A283 STEEL CLIP TYP. - �,j;. /IZ((77(� j u F°1 a G� BASE OF UNIT SHALLi —ANCHOR PER ANCHOR SCHEDULE lJ X,Q�o •J BE FLUSH WITH BASE /y1 OF CLIP,NO SPACE ` �3y8'� z ry O Y ,�z PERMITTED,TYP. ��/ W W (3)-#12 SAE GRADE 5 .� SHEET METAL SCREWS ij iy"O HOLE,WITH �" ;II I o w a AT TOP OF$LOT,7YP - �. ANCHOR FROM 1" (OTHER \` O DIMENSIONS CLIP ANCHOR SUBSTRATE PER ANCHOR 0.75"*' '� ---SCHEDULE,TYP. SIMILAR) SCHEDULE(VARIES) 1" TIE-DOWN CLIP ci �3ANCHOR DETAIL d 1 1" CLIP ISOMETRIC DETAIL 4 3'-1'-0" DETAILu ., U N.T.S. ISOMETRIC .... ........ .....� Q s S 4CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH n o j MECHANICAL UNIT,TYP. O LL m -- _.............. .. w 8 / f� 0.125 �- J Q m n ( I MECHANICAL UNIT BY OTHERS.ALUMINUM a I HOUSING UNITS SHALL BE 6063-T6 MIN. \ W o a a d �I ALIIMINl1M SHEET WITH Fty=30 KSI,0.125"t1IfJ, `\ 3 #12 SAE GRADE 5 SHEET METAI. 0.113 THICK l THICKNESS STEEL HOUSING UNITS SHALL BE \ O- o 33KSI MIN.STEEL,GRADE 33,22GA MIN SCREWS IHROUGH CLIP TO z n = LL (t=0.0299'.). ASTh1 A283.. MECHANICAL HOUSING UNIT BY l STFFL,TYP. I� ) k \�, i OI HERS.PROVIDE(5)PINCHES MIN, d jI r _ 7 PAST THREAD PLANE FOR EACH 01 SMS,I � YP. '� 0.113"THICK ASTM- �' , A283 STEEL CLIP,TYP. o $ BASE OF UNIT SHALL (( , (3)-#12 SAE GRADE ""� / 2 ANCHORS PER ANCHOR e? J35 5 SHEET METAL BE FLUSH WTIH BASE / 3 8.. SCHEDULE ry SCREWS AT TOP OF OF CLIP,NO SPACE go SLOT,TYP. PERMITTED,TYP. c �.J,"O HOLES,NOT TO BE USED FOR ANCHORS,TYP. •/ ,,�`?-SUBSTRATE PER ANCHOR {, I / , 1 1Y SCHEDULE(VARIES) .. 375' ... ... . . . . . IMOD • •• • • • • ••• • Z" TIE-DOWN CLIPI• •I. I i .. ... .. . .. �\ANCHOR DETAIL '1050" CWl'3GIfLFPP/I«.eLrwamPt. %:-.-0.50" 4 DETAIL 11-BMP-0001 SCALE: N.T,3. II FACTORY-MILLED,,'` HOLES; UTILIZE ANCHORS FROM 2" DO ff CLIP ILIANCHOR SCHEDULE,TP. • ••• • ••f I CLIP IS DESIGNED FOR FULL PAGE nE5CR1PTI0N: f • •• • • • • I(I CONTACT WITH THE BASE OF EACH; MECHANICAL UNIT,TYP. 2 CLIP ISOMETE IC C V AIL ••• •.• ase „ • •• • • • -- fJ.T.S. ISOMETRIC d LF • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 •