Loading...
MC-19-1982Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 08/30/2019 Location Address Parcel Number 1399 NE 103RD ST, Miami Shores, FL 33138 1132050300190 Contacts Permit iva: IIS£ -0-19-1982 Perrait Type: Mechanical - Residential Work Classification A/C Replacement Permit status, Approved Expiration: 02/26/2020 JAMES & LINDA MCCREADY Owner A CUSTOMER FIRST AIR CONDITIONING Contractor & REFRIGERATION INC FRANCIS ST LAURENT 5740 SW 58 CT, DAVIE, FL 33314 Business: 9543216212 Description: AC SPLIT SYSTEM REPLACEMENT Valuation: $ 7,450.00 Inspection Requests: 13006�4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $4.80 DBPR Fee $3.91 DCA Fee $2.61 Education Surcharge $1.60 Permit Fee $210.75 Scanning Fee $9.00 Technology Fee $6.52 Total: $289.19 Payments Date Paid Amt Paid Total Fees $289.19 Credit Card 08/27/2019 $50.00 Check # 1138 08/30/2019 $239.19 Amount Due: $0.00 Building Department Copy 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 all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoirjg infor, jZt�*cc�rate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I aut rig Y'pI v ame contractor to do the work stated. Authorized Signature: Owner / Applicant / August 30, 2019 Agent Date Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑BUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED AU 27219 B FBC 20 P� Master Permit No. MC- 0 G" 0✓ l g 93 2— Sub Permit No ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑.SHOP ` CONTRACTOR DRAWINGS JOB ADDRESS: [ . /V / 0-3 cS 6 , City: Miami Shores Country:: Miami Dade Zip: � r� � 1 J� Folio/Parcel#: I I - 3 2 Q 5- d .3 0 -- 0 1 ')D --Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple "Titleholder): �� S W( 96-0 DY Phone#: X16? - �� 3 [ - q9 Address: -3 / /y e,- / O -3 _S:) City: f2��'CPn-y1,C ` SGL tAt'/4 State: Zip: 3 %� Tenant/Lessee Name: Email: _4�,W1 CONTRACTOR: Company Name: one#: 9 5-q 3a1-�al� AddressTr46 L.'T D r City: J A V I e State: �I . Zip: 313 3 i Qualifier Name: k a.,n-I(AA `J Phone#: State Certification or Registration #: (2a0 f � 12 ! 9 5'/' Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phor Address: City: Value of Work for this Permit: a OV Square/Linear Footage of Work: Type of Work: ❑ Addition AlterationNew epair/Replace ko Description of Work: G Zip: ❑ Demolition Specify color of color thru tile: K Submittal Fee $ Permit Fee $ 0 • ✓ CCF $ 4• so CO/CC $ Scanning Fee $ 1.00 Radon Fee $ a • LPI DBPR $ `� Notary $ Technology Fee $`_ Training/Education Fee $ I- LPO Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DL $ , Ig A r o^%(g 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 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 poto t the job site for the first ins ection which occurs seven (7) d after the building permit is issued. In the absence of suchJtedN�tice, the inspection will l t be approvgd qnd a reins ►o fee will be charged. '4 f1\ Signat or AGE Thefore in instrument was tckn,qkledged beforisTheforegoing Ytrumerit was ackn owledged before me this of u, i 20 byi-, da of U \ (1 l• 20 by SNL C who is personally known to `Q Q�f ho is personally known to p t F l J l ✓"l4D '#5 me me or who has roduc me or who has produced as identification and who did take ag�oath. identification and who did take an oath. NOTARY NOTARY Sign: I --J A Sign: Print: Print: NoWy public State of Flon0a Seal: f Donald Simard Seal: Donald Simard My Commission GG 151118 vi My Commission GG 151118 p w Expires 02/1012022 "t►a a ExPi es 02/10/2022 Plans Examiner Zoning APPROVED BY g Structural Review Clerk (Revised02/24/2014) 8/20/2019 Property Search Application - Miami -Dade County Address Owner Name Folio SEARCH: 1399 NE 103 ST. MIAMI SHORES FL Suite Print Results EXACT MATCH NOT FOUND FOR SEARCH CRITERIA ENTERED. 1 POSSIBLE MATCHES] ARE LISTED BELOW. Click on the Folio number to view property details. FOLIO: 11-3205-030-0190 SUB -DIVISION: MIAMI SHORES BAY PARK ESTS REPLAT OF TR B OWNER: JAMES MCCREADY III &W LINDA PROP. ADDR: 1399 NE 103 ST MIAMI SHORES IQ 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 http://www.miamidade.gov/info/disclaimer.asp For inquiries and suggestions email us at http://www.miamidade.gov/PAPortaVContactForm/ContactFormMain.aspx. Version: 2.0.3 EXEMPTIONS 6 BENEFITS Deployed Military https://wwwB.miamidade.gov/Apps/PA/propertysearch/#/ 1/4 A ;USTOMER FIRST AC INC 185 SW 20TH WAY STE S-1 DANIA BEACH, FL 33004 954-321-6212 acustomerfirstac@bellsouth.net www.acustomerfirstac.com INVOICE BILL TO JAMES MC CREADY 1399 NE 103 ST MIAMI SHORES, FL 33138 SALES REP francis INVOICE # 45873 DATE 08/21/2019 DATE ACTIVITY DESCRIPTION �� a 08/21/2019 AIR AIR CONDITIONING REPLACEMENT OF THE 5 TONS TRANE CONDITION BY A NEW AMERICAN STANDARD 18 SEER VARIABLE COMPRESSOR WITH 10 KW HEATER CONDENSER MODEL # 4A7V8060A100013 AIR HANDLER # TEM8AOC60V51 DA HEATER # BAYHTR1510BRKC THERMOSTAT MODEL # AZON1050AC52ZA 08/21/2019 INCLUDING INCLUDING: THE REMOVAL & DISPOSAL OF THE OLD SYSTEM VACUUM THE SUPPLY PLENUM. FLUSH THE COPPER LINES (41OA) THE INSTALLATION OF THE NEW SYSTEM, RECONNECTING ON EXISTING ELECTRICITY, COPPER LINES & DUCT WORK 08/21/2019 EXTRA NOT INCLUDED RAISE THE EXISTING CONCRETE SLAB (now at floor hight of the house) $200.00 NEW FIVE INCHES PLEATED AIR FILTRATION SYSTEM (may not fit under the a/c / hight of air handler) $250.00 08/21/2019 WARRANTY warranty: online registration 10 YEARS 1 YEAR ON LABOR ( MONDAY TO FRIDAY 9:00 AM TO 4:00 PM) 10 YEARS ON PARTS & COMPRESSOR (OR AS PER THE MANUFACTURER 08/21/2019 customer will apply for a $400.00 online rebate directly BALANCE DUE AMOUNT 7,450.00 RM $7,450.00 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(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 /C are acceptable. Job Address (where the work is being done):2/ 9q, V a? s/ City: Miami Shores Village County: Miami Dade Zip Code: ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SIAL ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATIODrt. 000000 ee•... A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS .. . e • 0 ...so. 00 a 0000.. AHRI DATA SHEET REQUIRED 000:00 Change disconnecting means: YES ❑ NO eARHI Sheet Attached: YES 9�NO ❑ Contract Attacliied!'V ..... se...e .0.o• o 0000. 0000.. .egos. 1. Minimum Circuit Ampacity (Wire Size): b ` 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: 1)/ / Contractor's ComListration c d L /d Phone:q z�44_1 � I. 6�I , State Certificate o No. Certificate of Competency No. �� G/��G�3� y Signature Date: 0-oLA I (Revised02/24/2014) UNIT BEING REPLACED DATA We NO NEW UNIT Colt,- MANUFACTURER E AHU or PKG. UNIT MODEL # �V! • • • COND. UNIT MODEL# KW HEAT •••• NOM TONS AHU CU 3,,5PKG 1)M.C.A AHUAf j CU PKG AHU �,&U PKG 2) M.O.P AHU CU yP PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT PKG UNIT- -JL- -� EER/SEER ief YES NO REPLACING DUCTS YES O YES NO REPLACING THERMOSTAT E NO YES NO NEW 4"CONCRETE SLAB YES O YES NO NEW ROOF STAND YES NO ' YES NO NEW RETURN PLENUM BOX YES NO 0000.. .egos. 1. Minimum Circuit Ampacity (Wire Size): b ` 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: 1)/ / Contractor's ComListration c d L /d Phone:q z�44_1 � I. 6�I , State Certificate o No. Certificate of Competency No. �� G/��G�3� y Signature Date: 0-oLA I (Revised02/24/2014) Certificate of Product Ratings AHRI Certified Reference Number: 10149602 Date: 08-21-2019 Model Status : Active AHRI Type: RCU-A-CB Series: PLATINUM XV Outdoor Unit Brand Name : AMERICAN STANDARD Outdoor Unit Model Number (Condenser or Single Package) : 4A7V8060A1 Indoor Unit Model Number (Evaporator and/or Air Handler) : TEM8AOC6OV51+TDR 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,"S• Territories) Region Note : Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed in altrepions until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in regigrj(�Lfor which they meet the regional efficiency requirement. ' • • •. • • •: • •. • •••••• •••• ••• The manufacturer of this AMERICAN STANDARD product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI%AHRI 210/240 with Addenda 1 and 2, Performance Rling o? Vnitary • * s Air -Conditioning Air -Source Heat.Pump Equipmen� d subjl ct to crating 1 y RI-sponsoredlindeperident*,Mifd aRt*testim j '& accuracy • O II Cooling Capacity (A2) ,Single or High Stage (95F), btuh : 53000 SEER : 18.00 PERMIT #: EER (A2) Single or High Stage �-60--m­----__ r Miami Shire^, Village ti_.-_._,..._.__ --_ gAPPROVED - — BY— _ DATE DEPT EPT T (0 CCIvIPWNCE 1MTH ALL FEDERAL Aft Urdf STATE ANL) CC,UN O Y Rt,LES AND REGULATIONS t"Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new models that are being marketed but are not yet being produced." Production Stopped" Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratinas that are accompanied by WAS indicate an involuntary re -rate. The new Dublished ratina is shown alona with the Drevious (i.e. WAS) ratina. 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; 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 Certifleate No., which Is listed at bottom right. ©2019Air-Conditioning, Heating, and Refrigeration Institute Professional t R ' Ii t,,�+T.^s.sren..�..{�.�.e.�.'v7S•.T',r��7'..TF�?2,�. M4h�{('x�{T-.ry�..,.. .: .. 6CI3 Hdma 1 LUp In I Upgr RgglplraUnn I Hot Yhpira ( Submit Surdipr0e I Simi: R Pieta l,ieduct+Approval aza � : t UlILRirtiilbile URor > Pmductor&Wlcaunn Senrch > Appilcallon Urt Ry - - �� i •,-,r,,.,-..,..- ; � -: �Seerch' CriteNa PubllcatlonsrtRea ocw. I-�CentaetUs I'OCISBIteMnI Refine Search Code version 2017 FL# 19731.2 'Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL •Piodud Model, -Number or Name ALL Product Description ALL Approved for use in`HVHZ ALL Approved for use outside HVHZ Ali 'Impact Resistant ALL Design Pressure ALL Other ALL :Search' Resulto - Annlicetions Bim, ' Iwm i vniiaetedelin• ;�. H19731-. Revision Miami Toch, Inc, Kekh E.Yorin os,� ApprovLd • BZ PL#: FL19731.2 PE 'Maditil: Steel Tle-Down Clips, 1" Wlde • • IM) 2471M 5 • • DescNption: Steel Tie -Down Clip System (For Use with Mechanical Units at • a • • • • Roof lir: Grade) • • C61*9ory: Structural Components • • • • • • • • • : • Subcategory: Anchors ' • • • • • • • ••• • • • ••• • •0• • •• Approved by 091iR: Approvals by ODPR shall be reviewed and mURad by the POC and/or the Commisaion IF necessary,__; • • • • • • • • 0000• •0 0• 0000 0000•• 0000•• 0 C0n1bd Us :: ,26+01 Dlalr Stone lioad. T! Ilahossee rL 329$ Phono: 050-X107-102 • • • • 000.00 0000•• Tha Slate or Florida is an AA/EEO employer.-QUXWht 2007-2013 State nr rfiridg.:: Privacy Statement :: rL m n :: galWnd Slotement • UMlY Florida law; emalladdresses am public records. jr you do not want your e•mnll address released In response ton public records reques do 1e d ikaimic • • • mail Idlhrs"enUty'.unsCeed oontae. the o0tce by phone or by traditlonal mall. jr you have anyqunstlons please rnnlnc6050`407:1395 Pursuan jp Stldit SSS?275(1), Norids Statuies� cRedlve Odiiber 1;•2012; tieansees licensed under chapter 455; P.S. mustprovirlolho'Depnrtmerit'withon'emolFaddressOf'thayihv 'S" . Th ee main provided mar be used (or o1Rda1 mmmuntollon wllh the licenses. Howevar' enroll add resses'are' 'public remixl 1r yiiu�do'not wish•ta suppiypf"personal.add plebse provide the Depbilirieol irllhrari emap'address which can be made available to the public. To delerminell' you -are o licensee under Chhbi& 455;'FS;�'ple`ase Product Approval Aaepts: ,�.•, nrilt.vs•i;ll, ; hRtpsahcanufloridah>nlding.org/pdpr app Ist.aspx t�q s'P o �! ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT August 15, 2017 Application Number: FL #19731.2-R2 FL8 Project Number: 15-2786 Product Manufacturer: Miami Tech, Inc. Manufacturer Address: 3611 NW 74th St Miami, FL 33147 Product Name, Steel Tle-Down Clips, 1" Wide 66e, Product Description: Steel Tie -Down Clip System (For Use with Mechanical Units at Rooter6rade) • • •. ,e goes of Evaluation: This Product Evaluation Report Is being Issued in accordance with the requirements of the �j4m $ :.... : Department of Community Affairs (Florida Building Commission) Rule Chapter 61G20-3.005, F.A.C., foi,�; • • • statewide acceptance per Method 2(b). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Sixth Edition (2017) 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. ting Data: • PRODUCT EVALUATION DOCUMENTS wing #1b -2786b titled "Mechanical Unit Steel Tie -Down Clip: At Grade and Roof -Top Mounted >lications", sheets 1-6, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. an -integral part of this Evaluation Report. • TEST REPORTS nate teStL loading structural performance has been tested in accordance with Florida Building'Code 5 Edition (2017) -104.91 and 1707.1 per test report(s) #15-6206 by Fenestration Testing Laboratory, Signed and Sealed by Idalmis Ortega, P.E. STRUCTURAL ENGINEERING CALCULATIONS Raises L al.engineering calculations have been prepared which 'the product based on comparative and/or rational to quallfy the following design criteria: 1. Minimum Allowable Unit Width - 2. Maximum Allowable Unit Height Fray $en 3. Maximum Allowable Unit Surface Area 4. Clip�Configuration and Anchor Spacing # PE �W4 "41 5. Anchor Capacity for Various Substrates , 6. Maximum allowable roof -top heights for various installation wMv 33% increase in allowable stress has been used in the design of this product. 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERING EXPRESS. COM V.YTVXCTAW)?Nu IM MDIIC 01 CWCrMff 1pI "i 1 fM UMAMI 11Me At4jj ni.?n GINEERING PRESS" August 15, 2017 Inc. — Steel Tie Down Clips, l " Wide Page 2 of 2 Impact -Resistance: Not applicable to this product. NNW Lucid Resistance 1 0000 This product has been designed to resist wind loads as indicated in the design schedule(s):In t*sProduoE • • • • *sees* &aNatltan Documont (Le. engineering drawing), s • • • • .' .s••ss '00'00 .. 0000.. 0000.. 0000 0000.• 0000.: Insbilation •:.•.: :0000' The produotlisted above shall be Installed In strict compliance with the Product Evaluationt7dAnent (ioesee• 96:09' . englridaring drawing), along with all components noted therein. • • 00 sees s s s s s s 0000.. The product components shall be of the material specified in the Product Evaluation Document (i:e. � ' engineering drawing). .. • • • • • • **90:6 • .. s •• 0000.. 0000 Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engineering drawing) as noted herein. A11 supporting host structures shall be designed to resist all superimposed loads and shall be of a material fisted'in this product's respective anchor schedule. Host structure conditions which are not accounted for in this;prdduct's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone (HVHZ). 360 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (9S4) 354-0443 ENGINEERINGEXPRESS. COM vrno.r[mnrn.rrrn wu r¢n m n 1K• .., rnn -A1 MECHANICAL UNIT" STEEL TIE-6,OWN CLIP; AT GRADE & ROOF -TOP MOUNTED APPLICATIONS STEEL TIE -DOWN CLIP OJMI�' TTI. 1(� II ""1* I T 08]26 rn TIP. I ]72?7 SIDE VIEW TYP. 4tO' 12.W - ALL OTHER CLIPS SIMILAR 1 VARYING LENGTH ONLY LizsG m. ]rx IIJJ �ac]aa cesv I ttt - TIP. 1 ]TIP. TIP. fi5 ]TIP. I 3 L:175 T P. f T TSP. ] U 1 4" LONG CLIP G.U3 Z N.T.S. FLATTENED TYP. T 1.375s Gm,:. ITP. TTP. L1�G TYP.J SYP O -T � :72511 TTP.. . rIP. i I .5, Pn L1)S] TTP. I0 SYP. I i i 0 I ileo c:zsT ,I. i� O 1 11290 � 0 O � 0 O 0 O TTiP0.0 //�� -x ]Tip ti:% :1290 TYP. ]12s: TYP. 000 -•� 1 Try• • ••• • • seo • • trP. b • lIi . + ,TP.. DGzxo -] «am �''� -� y/ I par."- ro�aoe .. z 6" LONG CLIP 3 8" LONG CUP 4 10" LONG'Ctw 5 • s1a" LONG CLIP 1 N.T.S. FLATTENED 1 N.T.S. FLATTENED 1 N.T.S. F TTEf D• i • • N.T6. • FLATTENED •:• :• •� • • • ••••: DESIGN NOTES: I. ms PRODwr HAS BEEN DESIGNED IN ACCORDANCE WITH AA`� C��+1 AND THE FLORIDA BUILDING 0061ESDRH EDITION (2017) FOi smw '• 0 W1110 AND.OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AS` '<' INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES.THE D CRITERIA USED TO CALCULATE THE ALLOWABLE ROOFTOP HETG SSI CONSIDERS FBC SECTION 1609.8 AOR NON-HVHZ AND SECTION 162i(tVIf FOR HVHZ (GCr"-I.90 WITHIN THE HVHZ & OUTSIDE THE HVHZ, (GC iS FOR ALL LOCUTIONS (CONCURRENT). _ . . 2. ALL DESIGN VARIABLES ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26 & 29. 3. THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING. 4, THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT 70 BE INSTALLED ON A MAXIMUM 30' TALL A/C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HBGH73 LISTED IN THE DESIGN SCHEDULES. S. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 6. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORT PROJECT *15-6206 BY FENESTRATION TESTING LABORATORY, INC.. NO SUBSTr'fOoNS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE PERMITTED. 7. STEt3 CLIPS SHALL BE ASTM A6S3 STEEL WITH Fy=33 KSI OR BETTER STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90 -RATED COATING REQUIRED FOR COASTAL INSTALLATIONS. GENERAL NOTES: ,.. ]rw VKUUU_1 t5A5 BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & ASCE 7-10. THIS PRODUCT MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 2. MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MEf71ANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 3. FASTENERS TO BE 910 X % OR GREATER STAINLESS STEEL 410 UNLESS NOTED OTHERWISE. ANCHORS REFERRED TO HEREIN SHALL BE ELCO BRAND, STAINLESS STEEL ONLY, INSTALLED TO 3000 PSI MIN CONCRETE. SEE ANCHOR TO HOST SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 4. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4" MIN. THICK AND'SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. S. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 6. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 7. 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.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 8. 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 CQNIUNCTTON,WrTH THIS DOC.'UMENT: 9. WATER -TIGHTNESS OF,EkISTING HOST SUBSTRATE SMALL BE THE FULL RESPONSIBTtAY OF THE INSTALLING'ODWWCTOR. CONTRACTOR SHALL ENSURETHAT ANY, REM OVED OR ALTERED' VNATERPR00FING MEM0RANE IS RESTORED AFTER FABRICATION AND'TtJSrAI i Avtnu nr erD, o -vi 0 WATrR-TIGHTNESS: SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING.CDNTRACTOR, 10, FOR AN EXPTANATION OF EXPOSURE AND RISK CATEGORIES THAT ACCOMPANY THE Vult WIND SPEEDS USED IN THIS APPROVAL, SEE SECTION 26,7,3 OF ASCE 7.10, •-nv - ;7rr.. tAWa: O W c to IT o .f 1 *NOTE: SEE ANCHOUO HOST SCHEDULE FOR ALL DGE DISTANCE TO ANCHOR SPACING UMrrA11ONS. SEE PAGE 4. CUPS,. . 3- MAX C3 CONNECTION TYPE C3 1 r CUP - UTILIZE (1) AT EACH CORNER FOP A TOTAL _0F (4) PER UN NOTE: ALSO APPLICABLE FOR CUPS 8' & 10' LONG �s � z uj Wuj m0 ' ALTERNATE CUP � \ SEE PAGE ` ' ` DETAIL 3/3 6' CUPS.31 SEE PAGE 3 2' CLIPS CONNECTION TYPE C2 C2 _126' _CUP --U-nUZE _(2) -FORA AT EACH CORNER TOTAL OF (8) PER UN NOTE: ALSO APPLICABLE FOR CUP 41 LOmr *NOTE: SEE ANCHOUO HOST SCHEDULE FOR ALL DGE DISTANCE TO ANCHOR SPACING UMrrA11ONS. SEE PAGE 4. CUPS,. . 3- MAX C3 CONNECTION TYPE C3 1 r CUP - UTILIZE (1) AT EACH CORNER FOP A TOTAL _0F (4) PER UN NOTE: ALSO APPLICABLE FOR CUPS 8' & 10' LONG C4 CONNECTION TYPE C41,xlr cup - vnuzc (2) AT EACH CORNER FOR A TOTAL OF jn±ER UNIT ° STEEL TIE -DOWN CLIP 0A FN r, \2LI�RNATE CLIP SEE PAGE 3 2' CLIPS C4 CONNECTION TYPE C41,xlr cup - vnuzc (2) AT EACH CORNER FOR A TOTAL OF jn±ER UNIT ° STEEL TIE -DOWN CLIP 0A FN r, 1AXtMUM UNIT ATTACHMENT TO STAND 3HT (SES OESfaN SCHEDULES) CLIPSJ31� 3' MA) TYP. `SEED SIGA 3"x3'x% OR 3"xS"x, " �= MAXIMUM UNIT MEIGHT (SEE DESIGN SCHEDULES) - ' ' •,\ e X12' CLIPS 3.�\: TYP. MAX' M. UNIT SY OTHERS i `ittlllll No PEoo (1) OR (2) C- 6R DETAILS Cl j " STATE C4 AND SHEEi'ig F(ORLi kq 11111111 FASTEN CLIPS TO UNIT AND STAND PER SHEET 4 SMALL UNIT ANGLE �_�% 3'x3'xYe OR 3'xS'x%6"� ATTACHED PER MIAMI TECH SMALL UNIT ANGLE STAND NOA, SEE DETAIL A/A - ATTACHED PER MIAMI TECH rA-,� ALTERNATE CLIP TO STAND D ETAI L FOR ALTERNATE CLIP ,y STAND NOA, SEE DETAIL A/A ATTACHMENT WHEN ANGLE FOR ALTERNATE CLIP 1 A SCALE: N.T.S. ATTACHMENT WHEN ANGLE IS NOT USED IS NOT USED l J ci CONNECTION TYPE C1�CONNECTION TYPE C3 1"X6' CLIP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT `�' 1"X12' CUP - U IUZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT NOTE: ALSO APPLICABLE FOR CUP 4' LONG NOTE: ALSO APPLICABLE FOR CUPS 8' & 10' LONG MAXIMUM UNIT MAXIMUM UNIT r HEIGHT (SEE DESIGN f HEIGHT (SEE DESIGN SCHEDULES) , I SCHEDULES) _ 'NOTE: SEE ANCHOR TO HOST SCHEDULE FOR ALL EDGE - DISTANCE TO ANCHOR SPACING LIMITATIONS. SEE PAGE 4. ! A i �A1 i A 3*3' MAXY j� TYP. ,, j6' CLIPS MAX- )4L .Nlwtk Y (SEE DertGtl 3"x3"xYs' OR 3'xS"x�a" f= SMALL UNIT ANGLE ATTACHED PER MIAMI TECH STAND NOA, SEE DETAILA(A FOR ALTERNATE CUP ' ATTACHMENT WHEN ANGLE IS NOT USED C2 CONNECTION TYPE C2 1'X6' CLIP - U71UZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT NOTE: ALSO APPLICABLE FOR CLIP 4" LONG J2:'PS J 3' MAX* _S TYP. 3' MAX* ; _.. ' TYP. `� ' ••• ••0 t t ••• ••• • • • • • • • • • • • RAVh1 EOU� � • • • • • • • • � �' (SEE E51GLL • • • • • 0 00 3"x3'xYa OR 3'xS'xY16' • • • • • • • SM4q�,LL UNIT ANGLE • • • •ATiACHEWEP, MVIOTECH • • • • STAND NOA) SBE DbTAW A/A • • • f0I�RL RI�ATt CUP •• '•' :AVACHMEV`WHF IQlGLE IS NOT USED STEEL TIE -DOWN CLIP ,,yCONNECTION TYPE C4 • • • • • C4 1'X12" CUP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT • • • • • • NOTE: ALSO APPLICABLE FOR CUPS 8" & 10` LONG .na K3 0.07' THICK ASTM ASS3 STEEL, TYP. (4)410 SS 410 SELF DRILLING SCREWS FOR CUPS UP TO 6' LONG. UTIUZE (8)-: LO SS 410 —A SELF DRILLING SCREWS Q FOR CUPS LONGER THAN 6', TYP. I VOR ANY CUP LONGER THAN 6' vnuzE (B) -s10 is 410 SELF ORILUNG c SCREWS, TYP. to >o v yl0 HOLE, WITH ANCHOR FROM CUP ANCHOR TO HOST SCHEDULE, TYP. MECHANICAL UNfl' BY OTHERS. ALUMINUM HOUSING UNITS SHALL Be 6063 T6 MIN, ALUMINUM SHEET WITH Fty30 KSI, 0:125' MIN, THICKNESS, STEEL HOUSING UNITS SHALL 8E ASTM A653 P"33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t•0.0299-). g� 0.07* THICK ASTM A653 om z0 STEEL CUP, TYP. ml� A=A. 0 1" CLIP ISOMETRIC DETAIL 4 N.T.S. ISOMETRIC ANCHOR TO HOST SCHEDULE: SUBSTRATE I DESCRIPTION (1)-1/4.0 STAINLESS STEEL 410 ELCO CONCRETE: ULTRACON, 1-Y4 FULL (4- THICK MIN, EMBED TO CONCRETE, 23=- 3000 PSI MIN.) MIN. EDGE DISTANCE, 3 - MIN. SPACING TO ANY ADJACENT ANCHOR. (1)---14 SAE STAINLESS ALUMINUM: STEEL BOLT 410 WITH NUT (0.125- MIN. AND WASHER TOP & THICK, 6061-T6 BOTTOM SS OD 1', Y2' MIN. ALUMINUM) MINIMUM EDGE DISTANCE TO METAL EDGE STEEL. (1)-:14 SAE STAINLESS (0.125' MIN. STEEL BOLT 410 WITH NUT THICK, 50 KSI AND WASHER TOP & MIN. STEEL) . MINIMUM EDGE DISTANCE TO METAL EDGE i. EMtlEVMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE, 3. ENSURE MINIMUM SPACING TO ANY ADJACENT ANCHORS, 4. SEE DETAILS ON SHEET 4 FOR ANCHORS ATTACHING TO MECHANICAL UNIT. S. PROTECT ALL METALS FROM DISSIMILAR METALS GENERAL NOTE -S 000 (4)-sso SS 410 SELF DRRIIXQ SCREWS FOR CUPS UP TOC LONG. (MUZE(8)=110so410 No PE004E SELF DRILUNG SCAEWS FOR CUPS WNGERTHMJ6'. PROVIDE = G (5) PITCHES MIN. PASTTHREAO' PLANE FOR EACH SMS, TYP, ' 0 STATE OI ANCHORPERANCHtlR pis '• c�.ORIOp —SEE DDErAIL - FOR"/7/S'ONAL THRUSOLT / ` /rrllllll ATTACHMENT / SUBSTRATE PERANCHOR / \ MOST S TCHEDULE ' \ A=A STEEL OR BOLT PER _ / ALUMINUM ANCHOR SUBSTRATE PER SCHEDULE ANCHOR SCHEDULE 1" TIE -DOWN CLIP Z ANCHOR DETAIL t} 3' = 1'-0' DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE Of EACH MECHANICAL UNIT TYP. fi---UNIT WIDTH = i-3' MAX I 3' MAX 1[3" MAX n 1 1 ( MA J M UI 4�A SI �CI UUPS TIUZE (2) CEA SIDE OF UNIT FOR A TOTAL OF (8) PER UNIT ' 4;L_% X CHANICAL 41T PER :PARATE :RTTFICATION HOST SUBSRATE SEE ANCHOR TO HOS SCHEDULE TYP. •• ••• • • • : ' : •; 3 ALTERNATE $ CLIP DETAIL • • • • • • • • : • • • • • • Q N.T.S. PLAN VIEW • THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UTIUZE (2) • • • • CUPS AT EACH CORNER FOR A TOTAL OF (8) CUPS PER UNIT. ••" STEEL TIE -DOWN CLIP 0000 0 fT: C 7 M M LL PA 31 TABLE 1 PERMISSIBLE INSTALLATION HEIGHTS: Vult=175 MPH, EXPOSURE C TABLE 2 PERMISSIBLE INSTALLATION HEIGHTS: Vult�175 MP•..;;00 (FORUSEWiTHARISKC41WORY11STRUCiUREINTHEHIGHVEEWWHURA(CiWEZONE((1V{(1)•) MPH, �}(PO` � RISK CATEGORY It 15 PER ASCE 710 (FOR USE WiTH A RiSKCATEGORYi(SFRUC7UAEIN 1HE HIGH VELOOTYHUARK'ANEZONE(HLlMy)•� At10lVABLEROOF-TOP HEIGffT(H) RISK CATEGORY 118 PER ASCE?-10 �,, No TIE•OOWN CONFIGURATION TYPE MAXIMUM AL(AWAE(EROOF•TOPHE1GHi(H) Z:* SURFACEAREAOF UNiT UNIT TIE•OOWNCONFIGURATfpNTYpE - 7� UNIT'S LARGEST HEIGHT WIDTH Cl C2 C3 t4 MAXIMUM �� FACE SURFACE AREA OF UNIT z " UNfrSLARGEST HEIGHT SYIOTH Cl L7 C3 C4 i0�,(�•, S p 6 FL' 29" MAX 15` MIN AT GRADE H 5 200 FT AT GRADE H 5 200 F7 FACE �i�` p , • b `` 9 Ff' 36"M 27• MIN AT GRADE H 5 200 FT AT GRADE H S 200 FT 6 FT' Z9` MAX 15` MfN N A s ��`` 4FT' / "1200 FIT ATGRADE H5200Ff ///s� £ H!9 160 FT H 5 200 FT H 5 200 FT H S 200 FT 9 FTs 36` MAX 27" ON N/A H.4 140fT N/A H 5 200 Ff / I U �GF HS15FT I H5200FY H530FT N5200FT 6 r HS80FT H5200FT H914OFT H5200Fi WW 8' 48"MAX 36"MIN ATGRADE l H S 200 Fr AT GRADE H 5 200 FT 6 FT' a AtGNAOE H5200FT AT GRADE H5200FT Z wW V a N/A H S 60 FT N/A H 5100 FT 9 FT' 48` MAX 36` MIN N/A I H 5160 Fi AT GRADE l H 5 200 FT ~ i6 F Tt N/A J HS 15 FT N/A 12 FT= Q4 Q s 20 FT= IAT GRADE N/A ATGRADE 16 FT' I N/A H530FC N/A j H540FT z gtm zo 25 F1' I NSA I ATGRADE N/A a y 30 FT' 60" MAX , 48" MIN I AT GRADE N/A AT GRADE I 20 FT' N/A IAT GRADE W o" 9 m � i N/A N/A i N/A AT GRADE N/A ATGRADE o W 36 FT' I N/A N A I N/A 25 FT' 60" MAX 48' MIN N/A N/A N/A I N/A 3 T / N/A N/A 30 F� N/A ' x w 36FT' I N/A N/A I I' Q i; 'THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND N/A I N/A N/A N%A .y MIAMI-OADE COUNTIES. C14ECK WFTH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY 'MIS TABLE 15 PERMiSSIBLE To BE USED WITHIN THE HVHZWH'CH CONTAINS BROWARD AND OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. MIAMI-DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THEAPPUCA81LfiY OF THIS TABLE WiTHIN CERTAIN FLORIDA COUNTIES. N N � 2 QO N , V z W o TABLE 3 PERMISSIBLE INSTALLATION HEIGHTS: Vult=170 MPH, EXPOSURE C TABLE 4 PERMISSIBLE INSTALLATION HEIGHTS: LL n u (FORUScWITHARISKCATEGORYIISTRUCTURE") TS: Vult=170 MPH, EXPOSURE D U m 3. b RISK CATEGORY 1115 PER ASCE 7-10 uJ 3 E e O (FOR USE WITH A RISK CATEGORY 11 STRUCTURE' •} RISK CATEGORY II IS PER ASCE 7-10 w L m v N ALLOWABLE INSTALLATION ROOF HEIGHT �� Z TIE -DOWN CONFIGURATION TYPE ALLOWABLE INSTALLATION ROOF HEIGHT _ 0 MAXIMUM i I i TIE -DOWN TYPE SUR FACEAREAT UNTi W MAXIMUM f HT WIDTH Cl C3 C4 SURFACEAREA OF i UNlT I UNR 3 J E i UNrr HEIGHT WIDTH Cl C2 C3 Cq 6 ft' I I g EJ I 29 in i 15 in AT GRADE 5 200 FT I AT GRADE I 5 200 FT LARGEST FACE 9 I 36 in i 271n AT GRADE i 5 200 FT 6 ft' I Z9 in 1 15 In I AT GRADE J 5 200 FT I AT GRADE AT GRADE 5 200 FT 9 ft' I 36(n i 27 in I N/A 5 200 FT o o 4 48irt I 36 in 5200 FT I 5200FT i 5200 FT I 5200 FT i S200FT I A'GRADE 5200 FT 1 �I 4i I 6 i 48 in I 361n H 530 Fi i 5 Z00 FT I H S 40 FT 1 4 fe 48 in 36 in J 5120 FT S 200 Fr i S Z00 Fi 9 ft' I S 200 FT I I 6 ft' J 48 in I 36 in I AT GRADE I 5 200 FT 5 200 FT 1 I 48 in I 361n AT GRADE 5 200 Fr AT GRADE 5 200 FT I H 5 25 Fr 5 200 FT ( I 12 ft' I 481- 1 36 in N/A _F 5 80 FT I N/A • • 009 • • 9 ft' 48 in I 361n I N/A 5 200 FT I AT GRADE 5 200 FT Q 16 ftz 481n I 36 In N/A S l40 FT • • • • • ' I i Hs15FT I N/A • I 361n I N/A H540FT I N/A I H560FTo 0 20 ft' I 60 in 48 (n N A I H 5 30 FT • • • • • ftp •. / AT GRADE I N/A I AT GRADE • • • • • I 48 in I 36 in I N/A AT GRADE J N/A I A7 GRADE S S 25 It, I 6D i- J 481n NIA. I AT GRADE I N/A I AT GRADE • • • • • • i • 30 • I IY ( 48 In I N/A AT GRADE I N/A AT GRADE J a 30 ft' I 60 in 48in N/A J N/A "'A . I Win I 481n I N/A N(A I N/A N/A __36 � 60 in I 48 in I N/A / I AT RADE 30 ft' I o'0 In I 48 In I N/A J N/A N/A I N/A $$$$ i goo • • • • �_ • -46 ft' J 60 in 48 in i N/A I N/A I N/A I N/A 00 41 • • `• • • •• • • W►r7KirtuGcsBuio OOM3So gee 15-2786b' :SCALF: MT,B. "AS AN EXAMPLE, THESE TABLES•A�ePE�ISS18L TOISE VSE9 WsrHIR PALM lEACH COUNTY CHECK WITH LOCAL OFR AUTHORITY HAVING JURISDICTION R T APPLI j18CIMF TISE TABLES WHIN CERTAIN FLORIDA COUNTIES, • STEEL TIE -DOWN CLIP TABLE 5 PERMISSIBLE INSTALLATION WEIGHTS: VUlt-140 MPH, EXPOSURE B (00AUSEWITHARISKCATEG0RYfl=UCTURE•••j TABLE 6 PERMISSIBLE INSTALLATION WEIGHTS: Vu RISK CATEGORY if IS PER ASCE 7.10 (" USE WITH A RISK CATEGORY II STRUCTURE',,jj jt=140 MPH, RISK CATEGORY It IS PER ASCE 7-10 ALLOWABLE INSTALLATION ROOF HEIGHT MAXIMUM TIE GOWN CONFIGURATION TYPE _ ALLOWABLEINSTACLATtOFi ROOFHEIG}n' TIE -DOWN CONFIGURATION SURFACE AREA UNIT FN TYPE MA UMUM UNIT'S LARGEST ESf HEIGHT WIDTH Cl C2 C3 i C4 SURFACEAREAOF UNIT UNIT FACE I UmrSALARGEST HEIGHT WIDTH Cl C2 C3 C4 6 ftz 29 In 15 in 5100 FT 5 200 FT 4 K' 36 in 27 in S 140 FT I 5 200 Fr 6 ft' 29 in 15 to 36 In 580 Fr 520oFT .1100 FT I S200Fr H530Fi l SZOOFT 1 H540FT , 520oFf 4 S 200 FT i 5 200 FT 4 36In 27In Eft' j 48 In 36In 520ofT l 5200 FT I 5200 Fr I S200Fr HSLSFi 5200Fr i H530Er 9 ft' ( 48 In 36 in l S 80 FT 5 200 FT ( 1200 Fr j a h' 481n j 36In S2WFr i S zoo Fr 1 5 200 FT 12 ft' j 48 in 36In 5 200 FT 5120 FT I 5 200 FT 6 ft° I 48 in I 36 In 12TET 1 5 200 Fi I 5 200 FT 16 ft' I HS30FT 5200 FT H540Fi I 5200 FT ` 9It, 48 In j 36 In HSISFT 52DOFT I 5200 FT l 5200 Fr I a8 in 36 in AT GRADE 5 200 FT I H 515 Fr I 5 200 Ft j 11 ft' j 48 in 1 36In 1 ATGRAOE 1 5200 Fr I H 540 FT I 5 200 f7 20 ft' I 60 in 48 in I AT GRADE I a8 in j 36In j N/A I 5 200 FT I— i 25 ft' S160FT j ATGRADE I6fF ATGRADE j 60 in 48 in j N/A � I 5 200 Fi ( 1 5140 FT i 30 ft' ! i H S 60 Fr 20 ft' I 481n I N/A I I AT GRADE I S 200 Fr AT GRADE I 5 200 Fr i 60 in i H 540 Fr 1 N/A 60 in 48 in I N/A I H 5 30 FT 1 25 ft= j 60 in I S90 FT .0-117 1 60 in I 48 in N/A I N/A i H 5 40 FT I 48 inRfA H 515 FT j N/A i H 515 FT I ( 30 h' i 481n I N/A 1 AT GRADE ' N/A I H 5 30 FT 36 ftz ! 60 in I err- .... I N/A j ainoeno 'AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN g ;"AS COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION _3 FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES, TABLE 7 PERMISSIBLE INSTALLATION HEIGHTS: Vult=140 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY 11 STRUCTURE... RISK CATEGORY 11 IS PER ASCE 740 STEEL TIE -DOWN CLIP .-E 0 7 - COMA I oe4� u oaj:r m0 - 0-616 ez 3 W =26 yw> too to CI N ul N z n 2 cw a� q U U a z r o d a u G AlU :A z LL1 3 o o z S o a w H to v p n o H 2 u o £ U el 15;271 0 ALLOWABLE INSTALLATION ROOF HEIGHT TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACEAREAOF I UNIT UNIT I I UNIT'S LARGES I HEIGHT WIDTH I Cl C2 C3 FACE I C4 11 6 it' i 9 29 In 36 in I 15 in 27tH I j AT GRADE I I 5 200 FT I j Hs15FT 1 s2COFT 1 _j I 48 In 36 in AT GRADE i S 200 FT4rr 5 200 FT 6 ft' I 48 in 36 in 5 200 FT j I S 200 FT I 5 200 FTE j S 200 FT ft' j 48 in 36 In S 100 Fr i • #ATAR�E • • ! s 200 FL ___j_ s 185F7 I 5200 FT 12 ft' ( 48 in 36 in AT E �• sl00 Ft• 2 • 4i6 u i s 200 FT 16 ft' I 48 in 36 In 1 • N/R • • • ( • • • I T GRADE S N/A 5 200 FT 20 ft' 60 in 48 In • Y// • �• HMliFi I I •j •••N/A 5120 F r j 25 ft' 1 60 in 48tH NA / I -. HS4GFT 30 ft, I 60 In 48 in j N/A I ATGRADE I N/A j ATGRADE 36 ft' j 60 in 48 In • • • Y/A ATGRADE �/A I N/A I ATGRADE �A I AT GRADE • • • •• • • • • • • • • • •• ••• • • • • ••• • • • • • ••• a • • • • • • • ••• • • 0• • .... . . ... . STEEL TIE -DOWN CLIP .-E 0 7 - COMA I oe4� u oaj:r m0 - 0-616 ez 3 W =26 yw> too to CI N ul N z n 2 cw a� q U U a z r o d a u G AlU :A z LL1 3 o o z S o a w H to v p n o H 2 u o £ U el 15;271 0