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EL-18-1581Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. EL-6-18-1581 Permit Type: Electrical - Residential Worm Classification: Generator Permit Status: _APPROVED Issue Date: 6/25/2018 Expiration: 12/22/2018 Parcel Number Applicant 1151 NE 99 Street Miami Shores, FL 33138- 1132050180070 Block: Lot: ADAM CARRICO TRS Owner Information Address Phone Cell ADAM CARRICO TRS 1151 NE 99 Street miami shores FL 33138- (415)533-8653 Contractor(s) Phone Cell Phone TOWER COMMUNICATION SERVICES (954)782-8930 Valuation: Total Sq Feet: $ 16,621.00 0 Type of Work: INSTALL STANDBY GENERATOR AND LP TA Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $10.20 $8.73 $5.82 $3.40 $581.74 $9.00 $13.60 $632.49 Pay Date Pay Type Invoice # EL-6-18-67867 06/08/2018 Credit Card 06/25/2018 Credit Card Amt Paid Amt Due $ 150.00 $ 482.49 $ 482.49 $ 0.00 Available Inspections: Inspection Type: Final Review Building Review Plumbing Review Planning Review Electrical 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 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 -named contractor to do the work stated. t Authorized Signature: Owner / Applicant / Contractor / Agent June 25, 2018 Date Building Department Copy June 25, 2018 1 fir (0\\\93,\\I BUILDING PERMIT APPLICATION El BUILDING 2LECTRIC El PLUMBING ❑ MECHANICAL 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 RECEIVED JUN 0 8 2fit6 0_ FBC 201V7 is Master Permit No. FLi 8 151(1 Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR JOB ADDRESS: // 57 J I t 9 9 6-t-rCG-1' City: Miami Shores County: DRAWINGS Miami Dade Zip:33 1,3? Folio/Parcel#: ) I-3s (Z-017-0070 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: A 5 BFE: $ FFE: r? .T OWNER: Name (Fee Simple Titleholder): Adam (Tarr 'co Address: l 151 NE 99 3- . City: I'1') i oafs 5h ores Tenant/Lessee Name: N III Email: Phone#: 4115- 533-F653 State: Ft. Zip: 3313181 Phone#: CONTRACTOR: Company Name:TOt jcrCool mU 1n1 co-t.; On 6eYJt c.e6 Tiic Phone#:96ii^' 17A-7930 Address: 3 39) /0 & f0 Trrr. City: Po WI pano Pe4Gh State: Ft Zip: 33044 Qualifier Name: Dials n Pay b er j Phone#:954-A95- 3 /47 State Certification or Registration #: EC 1 3 D D -% -3 Ii3 Certificate of Competency #: DESIGNER: Architect/Engineer: lit f} it Eng it/leer i' n5 Tne.. Phone#:5—(p I - .7 7 1-1010 Address: LD q D I Co n9 r t33 At) .. d ?30 City: 60(.6 /6♦00 State: FL Zip: 33411 Value of Work for this Permit: $ 1 (p, (/ 7I . 00 quare/Linear Footage of Work: Type of Work: ❑ Addition El New ❑ Repair/Replace ❑ Demolition Description of Work: 7:040 113tarid b/ (IC^nrrt 10f 41-ZPTc.nK - AT..s - A!.[. c lecfric4I IA); rin.5 QC00nett 0115 Specify colorof color thru tile: Submittal Fee $ 60. Permit Fee $ 5 8 /e y L/ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ S. ' e 2 - DBPR $ ei ' .g 3 Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ Li 8 Z' 4 I G (Revised02/24/2014) A' 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 Nla Nlp 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 OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this A (..-day of c•�.i , 20 ' , by II 'sSeri,�C_is ciersonally known to h I0v me or who has produced#. ✓GIs, I; C.A...) CAL as C6a-aa1'9 o identification and who did take an oath. NOTARY PUBLIC: Sign: � t Print: 6 e Seal: StyVe Gj"ra.10) 16,64.4i APPROVED BY ‘.o•,W,11III!: ►,�,J ,N ' TSUVA „ ��n.0�' 0 .% 2pjoJ, d • • i 'r c—OO—' .r-4= h Yl�` . S ••g";sloes p•• r 2 "Iday of M o , 20 I'' , by V G V I n no'j 6 Crs , who is personally known to me or who has produced P !C'rW1 as identification and who did take an oath. NOTARY PUBLIC: Sign: 11..b&16 l Print: DG 2 bJ 4' 6 tt Ocl S Plans Examiner DEBORAH S. HODGE MY COMMISSION # FF176428 EXPIRES: November 16, 2018 (,i/y Zoning Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 PAYBERG, DEVIN M TOWER COMMUNICATION SERVICES, INC. 1040 NE 23RD PLACE POMPANO FL 33064 Congratulations? With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please 10g onto www.myfloridalicense.cont. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida. and congratulations on your new license! RICK SCOTT, GOVERNOR LICENSE NUMBER STATE OF FLORIDA DEPARTMENT OFBUSINESS AND PROFESSIONAL REGULATION UED.o02IO2I2017 ,.w' CERTIFIED ELECALCONTRACTOR PAYBERG, DEVIL :.�r»a TOWER COMMUt+ C AT i fiCES, INC. EC13007853 ISCERTIFIED under the ptovis%ons'of Ch.438 FS. -Expiration data ' AUG 31. 2v': e . L1 7020200008Fr_ DETACH HERE MATILDE MILLER, INTERIM SECRETARY STATE OF FLORIDA DEPARTMENT OF -BUSINESS AND PROFESSIONAL REGULATION _ELECTRICAL CONTRACTORS LICENSING BOARD The ELECTRICALCONTRACTOR Nerrled.below IS CERTIFIED:..: Under, the provisiofis'Of Chapter.;489 FS. , Expiration date: 'AUG 31, 2018 PAYBERG,. DEVIN,TM7 -TOWER.COMMUNICATIO 3391 NE 6TH TERRACE POMPANO BEACH' 1=L 33064 SEQ # L1702020000860 ISSUED: 02/02/2017 DISPLAY AS REQUIRED BY LAW BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews nd lALID OCTOBER100, Ft. Lauderdale, FL 33301-1895 — ��0 1,, 2017 THROUGH SEPTEMBER 30, 2018 DBA: TOWER COMM Business Name: !CATION SERVICES INC Receipt #: ELECTRICAL / ALARMS / CONTRAC Business Type: (ELECTRI CAL CONTRACTOR) Owner Name: DEVIN M PAYBERG Business Opened:02/06/2009 Business Location: 3391 NE 6 TER State/Caunty/CertiReg:EC13007863 POMPANO BEACH Exemption Code: Business Phone: 954-782-8930 Rooms Seats Employees Machines Professionals 9 I Tax Amount 27.00 Number of Machines; Transfer Fee For Vending Business Only Vending Type: NSF Fee Penalty Prior Years Collection Cost 0.00 0.00 0 . 00... 0.00 0.00 Totat Paid 2'7 . 00 THIS RECEIPT MUST BE THIS BECOMES A TAX RECEIPT WHEN VALIDATED POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet ail County and/or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations, Mailing Address: TOWER COMMUNICATION SERVICES INC 3391 NE 6 TER POMPANO BEACH, FL 33064 2017 ....-..2018 Receipt *1CP-16-00017479 Paid 08/01/2017 27.00 07/31/2017 Effective Date A b® CERTIFICATE OF LIABILITY INSURANCE DATE 6(MM/DD8 ) 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(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Gateway- Acentria Insurance 2430 W. Oakland Park Blvd. Fort Lauderdale FL 33311 CONTACT PHONE FAX INC. No. Ext : 954-735-5500 (A/C, No): 954-735-2852 ADDRESS: certificates@gatewayins.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Everest National Ins Company INSURED TOWCO01 Tower Communication Services, Inc. 3391 N.E. 6 Terrace Pompano Beach FL 33064-5215 INSURER B : MAPFRE Insurance Company of Florida 34932 INSURER C : Evanston Insurance Company INSURER D : Everest Indemnity Ins. Co. INSURER E : Lloyds, London INSURER F : COVERAGES CERTIFICATE NUMBER: 1099986651 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE 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 LTRINSR TYPE OF INSURANCE ADDL SUBR WVD POLICY NUMBER POLICY EFF IMM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY CF4GL00523181 5/29/2018 5/29/2019 EACH OCCURRENCE $ 1,000,000 PRPREMISESRENTED ( (Ea occurrence) $ 1,000,000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L X AGGREGATE POLICY LIMIT APPLIES PRO- JFCT PER: LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ B AUTOMOBILE X X LIABILITY ANY AUTO ALL OWNED X X SCHEDULED 5204070002672 5/29/2018 5/29/2019 COMBINED SINGLE LIMIT (Ea accident) $ 1,000.000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ C X UMBRELLA LIAB EXCESS LIAB X O OCCUR CLAIMS -MADE MKLV2EUL102544 5/29/2018 5/29/2019 EACH OCCURRENCE $ 10,000,000 AGGREGATE $ 10,000,000 DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N / A WC STATU- TORY LIMITS OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ E D Professional Liability Pollution ANE141699218 EF4P00413888181 3/10/2018 5/29/2018 3/10/2019 5/29/2019 Professional 1,000,000 Pollution 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) (CGC1509188, EC13007863) Installation Floater 3/14/18 - 3/14/19 policy #IMS40010 Insurer Evanston Insurance Company Limit at Jobsite - per occurrence $1,000,000 Limit in Transit $100,000 and Temporary Storage $1,000,000. Aggregate $1,000,000 Deductible $5,000 except 5% for Wind/Hail (Minimum $5,000) Certificate Holder is named as additional insured as respects to the general liability when required by written contract. Primary and Non Contributory and Waiver of Subrogation apply to the general liability when required by written contract per forms attached;CG20330413. CG20370413, CG20010413 and CG24040509, ECG255290110 . Coverage is provided on a primary and noncontributory basis per the Other Insurance clause in the Business Auto Coverage Form CA 00 01 0306. Umbrella Policy follows form with regards to the General Liability and Automobile Liability. CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 9'4090 ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE 06/06/2018 THIS CER11FICATE 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 CONS11TUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If e certificate holder an ADDITIONAL INSURED, the policy (es) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the temis and conditions of the policy. certain policies may require an endorsement. A statement on this certificate dises not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER FrankCIUM Insurance Agency. Inc, 100 South Missouri Avenue Clearwater, FL 33756 , CO'ffACT NAME. PH NE (AIC No.,EM1 0,--X/) 277 1620 X 4600 I FAX. tAiC NM 72fl 79 E-MAIL ADDRESS INSURER(S) AFFORDING COVERAGE NAM* INSURER A Frank Winston Crum Insurance Company INSURED FrankCaim UC/F Tower Communication Services, Inc. 100 South MiSSOUTI 'Avenue INSURER 6, INS'JRER C R INSURE0 INSURER E Clearwater, FL 33756 LINSUR ER F COVERAGES CTlFtCATE N E 407i25 REVISION NUMBER: THS NOTWITHSTANDING PERTAIN, MAY IS HAVE TO CERTIFY THAT THE POLICIES OF INSURANCE ANY REQUIREHENT, TERM THE INSURANCE AFFORDED BY THE POUCIES BEEN ;TENDED BY PAID CLAIMS, OR CONDITION INSRO LISTED DESCRIBED MD BELOW HAVE BEEN SSUED TO THE OF ANY CONTRACT OR OTHER DOCUMENT HEREIN IS SUBJECT TO ALL THE INSURED NAMED WITH RESPECT TERMS, EXCLUSIONS .ICY EFF .11 ABOVE FOR THE POUCY PERIOD INDICATED, TO WHICH THIS CERTIFICATE MAY BE ISSUED AND CONDITIONS OF SUCH POLICIES, LIMITS POLI EXP tinlITS ilAsi OR MAY SHOWN urn TYPE OF MS-MANCE POLICY NUMBER v.HtsctAi. GENERA. LIABlun EA H OCCURRENCE S J cLA41.1S-IAACE FiCCCuR =DAMAGE TO RENTED PP EM-,SES (EA ett....my,,,e,i MEOW' (Any olt pa,yer,) PESGNAL & AM! I.NJURY $ GEN --- AGGEoArE LIMIT APPLIES PER CY i PROJECT OTHER GE, AGGREGATE $ [LOC CUCIS-00POPA0G 1 ALITOmOBILE LA ANY airo OWNEO AUTO `LY !---- AUTOS i SCHEDULED AUTOS NON-OWIED COMBINED GNGLE LIMIT n 1 fi.F. BOOLY IN,AJRY ,,Pef prro4sn)$ r I BOOILY INJURYHREO(Per mxictunfi . 1 PROPERTY DAMAGE (Pm nockb,m1 $ I easu.a UAL EXCELS U OCCUR ,AL 4 DE 1 . . i EAC.,4 OCURREN.C:E s ;' AOG-RtDAYE $ $EDRETENTiON S S 'A WORKERS COMPENSAITGN AND EMPLOYERS' LIASAUTY ANY PROPRTETORPARINER,EXECUPVE OXY(CERTAEMBER EXCLUDED? (m.datory in NH) if yOS, dli=,tit 1.,new °Er:CR.1.110N OF OPERA T1ONG tri.A, YIN N/A k/VC 20 1 9.00000 01/011 01 4. D1/01,2019 1 PER STATWE 1 0'04- , x 1 EP E L. LAC!CODENT $1 DX00 1 e i„. int:Ask ,.-:,., ay,E...o..q, E L EYSE,,Ss-, ,of.ICY iaMIT si SCL,G00 $,,,,We OW DESCIPT0N OF OPERATIONS / LOCATIONS 1 VEHICLES (ACORO 101, AddtIonel Rma1a Schedule, may be attached more space Is requfred Effective 01114/2005, coverage is for 100% of the"ernployees of FrankCrum leased to Tower,Comrnunication Services, Inc, (Client) for whom the client is reporting hours to FrankCrunt. Coverage is not extended to statutory employees. (Client reference: License Numbers: CGC1509188, EC13007863). , .. CERTIFICATE HOLDER CANCELLATION Miabil Shores Village Building Department 10050 NE 2nd Ave, Miarni Shores, FL 33138 Si +0!_',C ANY OP THE ABOVE DESCRI EEO POLICIES EE CANCELLED EEFORE THE EXPIRATION CATE THEREOF, -NOTICE +AILL BE' DELIVERED IN ACCON DANCE •A1TH THE POLICY PROVISIONS. AUTHORIZED REP SENRTWE ., X; 1988-2016 ACORD CORPORATION, Ali rights reserved, ACORD 25 (2016103) The ACORO name end logo are registered marks OfACORO GENERA DEALER EXCLUSIVE PROVIDER 364 SW 4th CT. Dania Beach, FL 33004 Phone 954-922-3800 Fax 786-228-8449 sales@empowergenerators.com www.empowergenerators.com TO /t�j,h Lot CIg2 f Co 446 45,3 • a4 53 n-. eltrtatcocM(444.r .EbJ JOB LOCATION DATE: /.2,70 n EXPIRATION DATE !2' •Y (/5f cvE %% arster SALESPERSON JOB PAYMENT TERMS ESTIMATED DELIVERY wr ?�0-220.f 4-GQ a'.0 C" •irr( COOi€Ab Q 2 r72404 fE T Manufacturer: This specification / estimate / quotation covers only the products and services explicitly outlined below. 20 kW Generator: ` ATS: 010%) (cJCI_ • Engineering: 4 70 Survey: Cert. of Elevation: Permit Running: Pad: Electrical: ZS linear ft. Load Shed: 3 modules Meter Can: Gas/Tank: t91 linear ft. Logistics: AIR ton crane Battery: Start-up: Total: S40 ¢ 7-0 4-34? 5"? 4770 375 C1miv►IC(S `ZO kW Z-Z kW 4�'7S 4 7, 7 • • • • • • • • • • • • . • •• • ••.• • . • .. • • ••.• .••. .•.• •• • •. •. • •• • • • • • • • • • • T • • • •• . • .. . .. • • . . Current property survey with elevation needed for permitting. Gas meter upgrade required for natural gas systems (2 psi). Contact yodr gas provider for details. Municipal permit fees by owner. The customer shall provide current property survey with elevations. Wall paint, lawn repairs, paver/asphalt repair, shrubbery, trees or fences around the generator are not included in this proposal • • (Cv (pZl ►(96A eirt Ei Urf•) • • This proposal includes a built in 2.5% discount for payments made by cash, check EFT or wire transfer. • Q.0-& .YO cW Dc9 (fljyX. 143 ( (c cOrJ) ,s is a quotation on the goods and services rr4 zd subject to the conditions noted below: General Alt material supplied with the system is first class UL approved and guaranteed to be as specified. All work is to be completed in a professional and workmanlike manner to meet local construction, electric and gas codes and according to standard practice. Any alteration or deviation from the attached specifications involving extra costs will be executed only upon written order and will become extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delay beyond our control. Owner to carry fire, hurricane and other necessary insurance. Our workers a subcontractors are fully insured by worker's compensation Taxes and Fees: Prices do not include Federal, State, local, or excise taxes. Freight: Prices include freight and delivery charges. Payment Terms 50% upon signing this agreement, 30% upon delivery of the generator to site, balance upon final inspection. Late Payments: 1.5% per month interest will be charged on overdue payments. Validity: This quotation is valid for 30 days. By signing a sales agreement, customer accepts the terms and conditions of this quotation unless waived in writing by Empower Generators Installation Delivery to installation site, permits, installation, hookup, and testing is included Delivery and completion 4-6 weeks from permit of installation Cancellations: Arbitration: Applicable Law: Limited Warranty If customer cancels the order within the first 30 days after it was signed, there will be a 25% cancellation fee assessed. In the event the order is cancelled after 30 days, there will be a 50% cancellation charge assessed. If any dispute arises after signing a sales agreement by Customer, such dispute(s) shalt be referred in writing to arbitration, and that decision shall be final and binding in all respects. The venue for any arbitration hereunder shall be in the state of Florida, whether or not such venue is or subsequently becomes inconvenient. Arbitration proceedings initiated pursuant to this Agreement shall be conducted in accordance with the Rules of the American Arbitration Association, and shall provide for more than minimal discovery by each party. The arbitrator shall consider the matter in controversy and may hold hearings regarding the same. The arbitrator may grant any remedy or relief deemed just and equitable, including, but not limited to, any remedy or relief that would have been available to the parties had the matter been heard in court. The arbitrator shall enter an award in writing detailing his or her consideration of the relevant facts, the basis and reason for the decision, and adherence to the applicable law. This written decision shall be entered within thirty days after the matter is finally submitted. The prevailing party in any arbitration hereunder shall be entitled to recover from the non - prevailing party, all costs associated with such arbitration, including the service of the arbitrator and all other costs relating thereto (including fees and expenses of counsel to any party). The Sales Agreement and the rights of the parties shall be governed by and construed and enforced in accordance with the laws of the state of Florida. The venue for any action hereunder shall be in the state of Florida, whether or not such venue is or subsequently becomes inconvenient, and the parties consent to the jurisdiction of the courts of the state of Florida, Dade County, and the U.S. District Court, District of Florida. EmPower Generators warrants to the original buyer that its products are free from defects in material and workmanship and will perform to their published specifications for a period as specified on the first page of this estimate / proposal. EmPower Generators wilt at its option replace or repair itself or through contract partners any product which fails to perform to its specifications provided that the product was used and maintained in accordance with the applicable operator maintenance instructions. This warranty does not cover failures due to misuse, abuse, negligence, accidents, repairs or alterations by owner or by third parties other than EmPower Generators contract partners. • • • •••• • • • EmPower Generators MAKES NO OTHER EXPRESS OR IMPLIED WARRANTY OF FITN�ES S OR'AjtI A PICU=AR PURPOSE OR MERCHANTABILITY OR ANY OTHER EXPRESS OR IMPLIED WARRAIM'.:UNDER NO CIRCUMSTANCES WHETHER BASED IN CONTRACT OR TORT SHALL EmPower Generators BE LIABLE FQR INCIDENTAL, CONSEQUENTIAL, INDIRECT, SPECIAL, OR PUNITIVE DAMAGES OF•,4lNRIVD OR FdR OS, OF REVENUE, LOSS OF BUSINESS OR OTHER FINANCIAL LOSS AS A RESULT OF THE S14tt,•INSTALLAfIDA7 MAINTENANCE, USE, PERFCAMANCE, FILURE OR DISRUPTION OF ITS PRODUCi9.• • ••. • • • • •• • 1� d To accept this quotation, sign here and return to EmPower: Date acceptgd •}t- -1 _• 50% down payment paid by check #: �iLY •i :r Ca r; 9.=.,'ipy• • •• • • • • • • •• • • • • DESIGN NOTES: 7-1 1 0 5'-0' 1'-0" TYP 0 tot PLAN VIEW SCALE: 1/2" = 1'-0" 5'-0" VIEW A SCALE: 1/2" = 1'-0" 10" TYP p, V 8" TYP •• • • • • • • • • • • • • • 49 1E1" OC • • • •• • ••• • • • • • ▪ • • ▪ • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• •• • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • .. . 1. DESIGN LOADING 1.1 AASHTO LRFD HL-93 1.2 SOIL WEIGHT = 120 PCF 1.3 DEPTH OF OVERBURDEN = 0.00' MAX 1.4 LATERAL SOIL PRESSURE = 60 PCF 1.5 LIVE LOAD SURCHARGE = AASHTO LRFD 2. f'c = 4,500 PSI 3. STEEL REINFORCEMENT = REBAR PER ASTM A-615 GR 60 WWF PER ASTM A-185 GR 65 4. CEMENT = ASIM C-150 5. ENVIRONMENTAL CLASS = MODERATELY AGGRESSIVE (2" CLR.) NOTES TO CONTRACTOR: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER COORDINATION TO ENSURE THAT AN ADEQUATE BEARING SURFACE IS PROVIDED (I.E. LEVEL AND COMPACTED) PER PROJECT SPECIFICATIONS. NO HEAVY EQUIPMENT/CONSTRUCTION LOADS SHALL BE APPLIED DIRECTLY ONTO PRECAST STRUCTURE. CONTRACTOR SHALL NOT APPLY ANY LOADS ON PRECAST STRUCTURE WITHOUT PROPER DESIGN FILL. AIR COOLED PAD REINFORCEMENT CUT LIST # QTY MATERIAL LENGTH SHAPE R1 5 04BAR 2412 STR R2 3 #4BAR 4 P Mt BOM PAv QIY DECRIp 1ON ARP 117 LBS M BAR 6103400 1 4 EA MBA 4444 V ANCHOR 5800203 WEIGHTS EWEN wtl,150 0.28 CONCe) SLAB 1,1 0.20 Oldcastle Precast® EMLOUI61RI1E 1N1P0E91AR0 NSW.TAFTWBNO AICIOONN1g0.11711 ONE001AL,0.00 ORU1O0,0.II I PIt 10~1311 PM EM MEN PR111161010 RLi9lLEPU POIBOILYNDEWALNOf IEUEONNAYYNYNAWl1011E MIOEII.OPONDOOW NY. OOP YNWIf•01100MMLEtIEGOLMO. A4RIMITRI IMME PAD 37.51X60"XCI" QUANTITY REQUIRED -1 DANIA BEACH, FL DIANIA BEACH, FL CIMMIER EMPOWER GENERATORS DATE QM 8 ORAYRI ex1IEE1 DECKED 91LEEORDER 772&10 NR ZZ - - 106676 PAD60137.6X0 RtiIMON NET I V !E 1 OF 1 • • • • • • ••• • • 16/20/22 kW INCLUDES: • True Power' Electrical Technology • Two Line LCD Multilingual Digital Evolution— Controller (English/Spanish/ French/Portuguese) • Two Transfer Switch Options Available: 100 Amp, 16 Circuit Switch or 200 Amp Service Rated Smart Switch. See Page 4 for Details. • Electronic Governor • System Status & Maintenance Interval LED Indicators • Sound Attenuated Enclosure • Flexible Fuel Line Connector • Direct -To -Dirt Composite Mounting Pad • Natural Gas or LP Gas Operation • 5 Year Limited Warranty • Capability to be installed within 18" (457 mm) of a building* GENERAC® GUARDIAN° SERIES Residential Standby Generators Air -Cooled Gas Engine Standby Power Rating Models G007036-0, 0007037-0 (Aluminum - Bisque)) - i6 kW 60 Hz Model G007035-0 (Aluminum - Bisque) - 16 kW 60 Hz Models G007039-0, G007 038-0 (Aluminum - Bisque) - 20 kW 60 Hz Models 0007043-0, G007042-0 (Aluminum - Bisque) - 22 kW 60 Hz •.• •• 111•1110•41 • ••••.• • . GENEAC`. CDS QU1 U (� LISTED • • • • •• • •• • • • • ••• • • • • Note: CUL certification only applies to unbundled units and units packaged with limited circuit switches. Units packaged with the Smart Switch are UL certified in the USA only. *Only if located away from doors, windows and fresh air intakes, and unless otherwise directed by local codes. FEATURES O INNOVATIVE ENGINE DESIGN & RIGOROUS TESTING are at the heart of Generac's :) success in providing the most reliable generators possible. Generac's G-Force engine lineup offers added peace of mind and reliability for when you need it the most. The G-Force series engines are purpose built and designed to handle the rigors of extended run times in high temperatures and extreme operating conditions. 0 TRUE POWER"" ELECTRICAL TECHNOLOGY: Superior harmonics and sine wave ) form produce less than 5% Total Harmonic Distortion for utility quality power. This allows confident operation of sensitive electronic equipment and micro -chip based appliances, such as variable speed HVAC systems. 0 TEST CRITERIA: PROTOTYPE TESTED NEMA MG1-22 EVALUATION SYSTEM TORSIONAL TESTED v' MOTOR STARTING ABILITY LJJ GENERAC PROMISE SOLID-STATE, FREQUENCY COMPENSATED VOLTAGE REGULATION: This state-of-the-art power maximizing regulation system is standard on all Generac models. It provides optimized FAST RESPONSE to changing load conditions and MAXIMUM MOTOR STARTING CAPABILITY by electronically torque -matching the surge loads to the engine. Digital voltage regulation at ±1 %. SINGLE SOURCE SERVICE RESPONSE from Generac's extensive dealer network provides parts and service know-how for the entire unit, from the engine to the smallest electronic component. C) GENERAC TRANSFER SWITCHES: Long life and reliability are synonymous with GENERAC POWER SYSTEMS. One reason for this confidence is that the GENERAC product line includes its own transfer systems and controls for total system compatibility. `Quilt In fie USA using domestic and foreign parts. 16/20/22 kW 0 16/20/22 kW GENERAa features and benefits Engine • Generac G-Force design • "Spiny-lok" cast iron cylinder walls • Electronic ignition/spark advance • Full pressure lubrication system • Low oil pressure shutdown system • High temperature shutdown Maximizes engine "breathing" for increased fuel efficiency. Plateau honed cylinder walls and plasma moly rings helps the engine run cooler, reducing oil consumption resulting in longer engine life. Rigid construction and added durability provide long engine life. These features combine to assure smooth, quick starting every time. Pressurized lubrication to all vital bearings means better performance, less maintenance and longer engine life. Now featur- ing up to a 2 year/200 hour oil change interval. Shutdown protection prevents catastrophic engine damage due to low oil. Prevents damage due to overheating. Generator • Revolving field • Skewed stator • Displaced phase excitation • Automatic voltage regulation • UL 2200 listed Allows for a smaller, light weight unit that operates 25% more efficiently than a revolving armature generator. Produces a smooth output waveform for compatibility with electronic equipment. Maximizes motor starting capability. Regulates the output voltage to ±1 % prevents damaging voltage spikes. For your safety. . • . . .. • ... • • •.•• • • • . Transfer Switch (if applicable) • Fully automatic • NEMA 3R • Remote mounting Transfers your vital electrical loads to the energized source of power. Can be installed inside or outside for maximum flexibility. Mounts near your existing distribution panel for simple, low-cost installation. • •... 904141 Evolution"' Controls • Auto/Manual/Off illuminated buttons • Two-line LCD multilingual display • Sealed, raised buttons • Utility voltage sensing • Generator voltage sensing • Utility interrupt delay • Engine warm-up • Engine cool -down • Programmable exercise • Smart battery charger • Main line circuit breaker • Electronic governor • • . Selects the operating mode and provides easy, at -a -glance status indication in any cdhdition. • Provides homeowners easily visible logs of history, maintenance and events up to 50 oi.uwertes. • Smooth, weather -resistant user interface for programming and operations. Constantly monitors utility voltage, setpoints 65% dropout, 80% pick-up, of standard voltage. Constantly monitors generator voltage to ensure the cleanest power delivered to the home. Prevents nuisance start-ups of the engine, adjustable 2-1500 seconds from the factory default setting of 5 seconds by a qualified dealer. Ensures engine is ready to assume the load, setpoint approximately 5 seconds. Allows engine to cool prior to shutdown, setpoint approximately 1 minute. Operates engine to prevent oil seal drying and damage between power outages by running the generator for 5 minutes every other week. Also offers a selectable setting for weekly or monthly operation providing flexibility and potentially lower fuel costs to the owner. Delivers charge to the battery only when needed at varying rates depending on outdoor air temperature. Compatible with lead acid and AGM -style batteries. Protects generator from overload. Maintains constant 60 Hz frequency. • • • • • • •••• • • ▪ ... •• • • • . • •• • • • • • •• • • • • 4,0 • • Unit • SAE weather protective enclosure • Enclosed critical grade muffler • Small, compact, attractive Sound attenuated enclosures ensure quiet operation and protection against mother nature, withstanding winds up to 150 mph. Hinged key locking roof panel for security. Lift -out front for easy access to all routine maintenance items. Electrostat- ically applied textured epoxy paint for added durability. Quiet, critical grade muffler is mounted inside the unit to prevent injuries. Makes for an easy, eye appealing installation, as close as 18" away from a building. Installation System • 1 ft (305 mm) flexible fuel line connector • Direct -to -dirt composite mounting pad • Integral sediment trap Absorbs any generator vibration when connected to rigid pipe. Complex lattice design prevents settling or sinking of the generator system. Prevents particles and moisture from entering the fuel regulator and engine, prolonging engine life. 16/20/22 kW GENERAC specifications Generator Model Gated NAatdrlw C ttlr iuous Wet Capacity (t.P) Rated Maximum Continuous Power Capacity (NG) IliaraVoltage Rated Maximum Continuous Load Current — 240 Volts (LP/NG) 7ota]'-tialmdrilcbisttxtioh Main Line Circuit Breaker 0007035-0, G007036-0, 0007038-0, G007039-0 G007037-0 (16 kW) (20 kW) t 6 0t3fiNs" '20 000 Watts 18,000 Watts* 16,000 Watts` G007042-0, G007043-0 (22 kW) 22 000 19,500 Less rlta8 5�6y less than 5 70 Amp 100 Amp 1 2 2 60 I z 60142 1.1 1.0 1.0 ,Phase: — � ._ Number of Rotor Poles Power Factor ttery equuerr�ent gnat in` c uded) Unit Weight (lb/kg) IDl s_.. mensrans (Ex1AFx f,iit�rlun Sound output in dB(A) at 23 ft (7 m) with generator operating at normal load 45 , o 7n tl6OA} at 23 tt (1 m) with generator to Quiet s lbw Exercise duration w, 240 240 66.6/66.6 83.3/75 24( 7 91.6/81.3 96 Less" kt�n 6%J 100 Amp kan.xrze,1 m, m `- 12 Volts, Group 26R a40 0CA Mitalmum_or Gr 5A.26611 GM 650 CCA Mmimmrl 406/186 448/203 466/211 __.. .48 x 25 x 29/12ii x 635 x 32 66 66 67 5min 5min 5min 2 Ode" - 3 Engine Type of Engine t er at Cylirld s Displacement Cpl rier Ei aekk Valve Arrangement Governor System 0!t@0io4 Rats-, ' 9 6 _ Starter Oil Capacdy in; ledrItar Operating rpm Ruel'Cbnsumption Natural Gas Ltquid Pmpane •• • • N N N CC 3 of 5 GENERAC G-Face 100gSeries • • 2 , .. •-• •.•. 2 • • • • • • 999 cc 999 cc • • ty9 cc • Alurninur w! , trdnga • ± • • • • Overhead Valve 0verh2'aTh?a ! • 0dt;rhead Valve • • --Sol id-state""wl nets iSalitl 'star u4)"i le or""""`Salhl state id/ Wan' • • • Electronic Electronic• • • 6.E1 ctronic • . • ft3./hr (m3/hr) 1/2 toad Full Load ft3/hr (gal/hr) )<t/hr] 1/2 Load; 91 6 (2 5 )(9 53] 86' (37) [8.991 93212,56) [9.701 Full Load, _ _ 106 8,(2941,,[11 111, _,,_ 1296 (3 56)[I3 01,M _140 (5 S7) 04.64 Note: Fuel pipe must be sized for full load. Required fuel pressure to generator fuel inlet at all load ranges - 375-7" water column (7-13 mm mercury) for natural gas, 10-12" water column (19-22 mm mercury) for LP gas. For Btu content, multiply ft3/hr x 2500 (LP) or ft3/hr x 1000 (NG). For Megajoule content, multiply m3/hr x 93.15 (LP) or m3/hr x 37.26 (NG) 12Vdc 3,600 9+ti•1•••• —art • 1a�c.•r••••J2,Vdc •••;••• � 3 9att� to AVP ox l prat 8 L . 34600 • • 3,600 • •r�---•'. • •:•• • • Controls 2-Line Plain Text Multilingual LCD Display Mode Butt auto Manual Ready to Run/Maintenance Messages lEINFTREVRWRIFatar---'- 21846.17) 204•((,ie i, •• •• `2a16 (6.12) • • • a • .• 309 (8.75) 301 (8:52)' ••.••33et(8,P8) ;III ••••• • •- • *v • • Simple user interface for ease of operation. At toxnatic Start rgr Uhkiy torture y exera"sae. Start with starter control, unit stays on. If utility fails, transfer to load takes place. Stops unit Power is removed Ci itrot:and charger stilt ape rate _ Standard Programmable start delay between 2-1500 seconds tl)tiilealta L fe nitblitililyAifjiistable rownoo Setting) Future Set Capable Exerciser/Exercise Set Error Warning (R AlarnaMaintenance Logs Engine Start Sequence LStarterl ock-out Smart Battery Charger Standard (programmable by dealer only) Frr nit? 0171V911�r,,,, Standard Cttiarger Fault/Missuuj AC Waiving» _ Low Battery/Battery Problem Protection and Battery Condition Indication Aullon5ti0ValtageTReguletialfif Und VW Pr6tedtiM Under-Frequency/Overload/Stepper 0vercurrent Protection 'S2(etyt:used/Pi15LPI euh ` 50 Everts Cyclic cranking: 16 sec on, 7 rest (90 sec maximum duration). fallenTirtotre-engage_unitl 5 sec a ter engtnee has stopped. Standard y Standard Standard Standard Standard Automatic Low Oil Pressure/High oil Temperature Shutdown Standard 'Overcrankferspee l t}/fpm Senseloss Shutdowq `Standard' High Engine Temperature Shutdown Standard rater autUineorreci+VtngF(rate#lott:_ Standard Common External Fault Capability Standard Field Upg a hte Fir" '' re" a., Standardaraw "Sound levels are taken from the front of the generator. Sound levels taken from other sides of the generator may be higher depending on installation parameters. Rating definitions - Standby: Applicable for supplying emergency power for the duration of the utility power outage. No overload capability is available for this rating. (All ratings in accordance with BS5514, 1503046 and DIN6271). - Maximum kilovolt amps and current are subject to and limited by such tactors as fuel Btu/megajoule content, ambient temperature, altitude, engine power and condition, etc. Maximum power decreases about 3.5 percent for each 1,000 feet (304.8 meters) above sea level; and also will decrease about 1 percent for each 6 °C (10 °F) above 16 `C (60 °F). 16/20/22 kW Limited Circuits Switch Features • 16 circuits, breakers not included. • Electrically operated, mechanically -held contacts for fast, positive connections • Rated for all classes of load, 100% equipment rated, both inductive and resistive. • 2 pole, 250 VAC contactors. • 30 millisecond transfer time. • Dual coil design. • Rated for both copper and aluminum conductors. • Main contacts are silver plated or silver alloy to resist welding and sticking. • NEMA/UL 3R aluminum outdoor enclosure allows for indoor or outdoor mounting flexibility. • Multi listed for use with 1" standard, tandem, GFCI and AFC' breakers from Siemens, Murray, Eaton and Square D for the most flexible and cost effec- tive install. Dimensions Height Width Depth H1 H2 W1 W2 in 26.75 30.1 10.5 13.5 6.91 mm 679.4 764.3 266.7 343.0 175.4 Wire Ranges Conductor Lug Neutral Lug Ground Lug 1/0-#14 2/0-#14 2/0-#14 Model Current Rating (Amps) voltae Rating (VCJ' Utility Voltage Monitor (Fixed)* -Pick-up -Dropout tetum fe GENERAC" switch options G007036-0 (16kW) 100 120 24D;-19-I _ slily` .. Exercises bi-weekly for 5 minutest 111:Lised Total Circuits Available Tan etea e�Capabdiies Circuit Breaker Protected Available RMS Symmetrical Fault Current @ 250 Volts *Function of Evolution Controller Exercise can be set to weekly or monthly - DEPTH - H2 W, V2----_- 80% 65% fpfd 15SEG Standard ndaft! 16 spa e...,..15 10,000 • •• •• • • • • • • • • • • • • • • • • • • • • S, • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • Service Rated Smart Switch Features • Includes Digital Power Management Technology standard (DPM). • Intelligently manages up to four air conditioner loads with no additional hardware. • Up to four more large (240 VAC) loads can be managed when used in conjunction with Smart Management Modules (SMMs). • Electrically operated, mechanically -held contacts for fast, clean connections. • Rated for all classes of load, 100% equipment rated, both inductive and resis- tive. • 2 pole, 250 VAC contactors. • Service equipment rated, dual coil design. • Rated for both aluminum and copper conductors. • Main contacts are silver plated or silver alloy to resist welding and sticking. • NEMA/UL 3R aluminum outdoor enclosure allows for indoor or outdoor mount- ing flexibility. Dimensions 200 Amps 120/240, 10 Open Transition Service Rated Height Width Depth H1 H2 W1 W2 in 26.75 30.1 10.5 13.5 6.91 mm 679.4 764.3 266.7 343.0 175.4 Model G007037-0 (16 kW)/G007039-0 (20 kW)/ G007043-0 (22 kW) [Na of PRles Current Rating (Amps) 200 0724D,10 Voltage Rating PAer Utility Voltage Monitor (Fixed)* -Pick-up -Dropout A urntoUtilty'.._ Exercises bi-weekly for 5 minutes* )t!L Listed Enclosure Type )Cric reaker Protected Lug Range 80% 65% �_apptms �,3 secs_ Standard Standard,,, NEMA/UL 3R *Function of Evolution Controller Exercise can be set to weekly or monthly W2 --I 250 MCM - #6 16/20/22 kW GENERAC available accessories n i4 G007101-0 G007102-0 G007103-0 G005621-0 G007027-0 - Bisque Product Mobile Link'" 26R Wet Cell Battery !Battery Pad Warmer Oil Warmer Breather Warmer Auxiliary Transfer Switch Contact Kit Fascia Base Wrap Kit (Standard on 22 kW) G005703-0 - Bisque { Paint Kit G006485-0 G006873-0 Scheduled Maintenance Kit (Smart Management Module (50 Amps) osciiption Generac's Mobile Link allows you to check the status of your generator from anywhere that you have ac cess to an Internet connection from a PC or with any smart device. You will even be notified via e-mail or. ;text message when a change in the generators status occurs. Available in the U.S. only. € Every standby generator requires a battery to start the system. Generac offers the recommended 26R wet ;cell battery for use with all air-cooled standby product (excluding PowerPact®) The pad warmer rests under the battery. Recommended for use if the temperature regularly falls below 0°F. : (Not necessary for use with AGM -style batteries) i 0i1 warmer slips directly over the oil filter. Recommended for use if the temperature regularly falls below 0°F. S The breather warmer is for use in extreme cold weather applications. For use with Evolution controllers only in climates where heavy icing occurs. IThe auxiliary transfer switch contact kit allows the transfer switch to lock out a single large electrical load you may not need. Not compatible with 50 amp pre -wired switches. The fascia base wrap snaps together around the bottom of the new air cooled generators. TtYssoars a = sleek, contoured appearance as well as offering protection from rodents ind insects by coveriatie.litting;! holes located in the base. • • • •• M.,,....._».........,..,. • •. •.• If the generator enclosure is scratched or damaged, it is important to toeoi u: iha paint to prtgeat fan -future corrosion. The paint kit includes the necessary paint to properly rsainiaer touch-up a generator enclosure. Generac's scheduled maintenance kits provide all the hardware necessar11t1 Titrform complItt fotitine maintenance on a Generac automatic standby generator. • • • • • Smart Management Modules are used in conjunction with the Automatii Jrasiej Switch to increase its • power management capabilities. It provides additional power managemept flexibiloy not foundr in any other, power management system.• •• • • •• •• • • • • dimensions & UPCs • • • • 7272mm esmj Dimensions shown are approximate. Refer to installation manual for exact dimensions. DO NOT USE THESE DIMENSIONS FOR INSTALLATION PURPOSES. 30:i „1" e4e nye h] LEPT EWE VW GENERAC 12t•mm SILO w in o mm ,272 r ti FRONT VIEVV Model UPC G007035-0 696471070354 G007036-0 696471070361 G007037-0 696471070378 G007038-0 696471070385 G007039-0 696471070392 G007042-0 696471070422 G007043-0 696471070439 Generac Power Systems, Inc. • S45 W29290 HWY. 59, Waukesha, WI 53189 • generac.com ic;2016 Generac Power Systems. Inc. All rights reserved. At specifications are subject to change without notice. Pail No. 10000000194-D 10/24/16 Automatic Transfer Switches GENERAC® Service and non -Service rated Automatic Smart Transfer Switches 100 - 400 Amps, Single Phase GENERAC • • • • • •• • •••••• • • ••••• • •• •• c tj� • its LISTED • • • • • •••• • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • *CUL only applies to non4erwoctied switches • • • • • • •• • Description Generac Automatic Transfer Switches are designed for use with single phase generators that utilize an EvolutionT" or Nexus'' Controller. The 100, 200, and 400 amp open transition switches are available in single phase in both service equipment rated and non -service equipment rated configurations. The 150 and 300 amp open transition switches are only available in a service rated equipment configuration. Standard Features Service rated (RTSW) Generac Automatic Transfer Switches are housed in an aluminum NEMA/UL Type 3R enclosure*, with electrostatically applied and baked powder paint. The Heavy Duty Generac Contactor is a UL recognized device, designed for years of service. The controller at the generator handles all the timing, sensing, exercising functions, and transfer commands. All switches are covered by a 5 year limited warranty. * Non -service rated (RTSC) switches are housed in a steel enclosure. DPM Technology Through the use of digital power technology (DPM), these switches have the capability to manage up to 4 individual HVAC (24 VAC controlled) loads with no additional hardware. When used in tandem with Smart Management Modules, up to 8 more loads can be managed as well, providing the most installation efficient power management options available. GENERAL' utomatic ransfer witch GENERAC° 100-400 Amps, Single Phase Automatic Smart Transfer Switches Functions All timing and sensing functions originate in the generator controller Utility voltage drop -out <60% Timer to generator start 10 second factory set, adjustable between 2-1500 seconds by a qualified dealer` Engine warm up delay 5 seconds Standby voltage sensor 60% for 5 seconds Utility voltage pickup >80% Re -transfer time delay 15 seconds Engine cool -down timer 60 seconds Exerciser 12 minutes every 7 days The transfer switch can be operated manually without power applied. "When used in conjunction with units utilizing Evolution- controls Specifications Model RTSC100A3 RTSW100A3 RTSW150A3 RTSC200A3 RTSW200A3 RTSW300A3 RTSC400A3 RTSW400A3 Amps 100 100 150 200 200 300 400 • • • • • 400 Voltage 120/240, 10 120/240, 10 120/240, 10 120/240, 10 120/240, 10 • 120/240, 1 s • •1 •2P/240, 10 • • �'�0/240, 10 .' Load Transition Type (Automatic) Open Transition Open Transition Service Rated Open Transition Service Rated Open Transition Open Transition Service Rated Open Transitiorb Service Rated •••• • pjey Transition • •tlperjTransitiorl m ,Service Rated. Enclosure Type NEMA/UL 3R NEMA/UL 3R NEMA/UL 3R NEMA/UL 3R NEMA/UL 3R NEMA/UL 33i• • •ITEM A/UL 3R • r • A1iMA/UL 3R:I UL Rating UL/CUL UL UL UL/CUL UL UL • • • • UL/CUL • • • • • UL •' Withstand Rating (Amps) 10,000 10,000 22,000 10,000 22,000 • • • 22,000 .• • • • •• 22,000 • •d •• • • • • • • 22,000 Lug Range 1/0 - #14 250 MCM - #6 6001MCrX-14 or 1/0. 250 NICM . • • • • • • •• • • • • • • • • J•• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • Dimensions Model RTSC100A3 RTSW100A3 RTSW150A3 RTSC200A3 RTSW200A3 RTSW300A3 RTSC400A3 RTSW400A3 Height (inJmm) H1 17.24/437.9 17.24/437.9 26.75/679.4 17.24/437.9 26.75/679.4 42.91/1089.9 31.25/793.8 42.91/1089.9 H2 20/508 20/508 30/762 20/508 30/762 48/1219.2 36/914.4 48/1219.2 Width (In./mm) W 1 12.5/317.5 12.5/317.5 10.5/266.7 12.5/317.5 10.5/266.7 16.69/423.9 19.18/487.2 16.69/423.9 W2 14.6/370.8 14.6/370.8 13.5/342.9 14.6/370.8 13.5/342.9 21.82/554.2 24/609.6 21.82/554.2 Depth (in./mm) 7.09/180.1 7.09/180.1 6.3/160.1 7.09/180.1 6.3/160,1 10.06/255.5 10.06/255.5 10.06/255.5 Weight (Ibs./kilos) 20/9.07 22.5/10.21 39/17.69 20/9.07 39/17.69 140/63.5 133/60.33 140/63.5 GENERAC. DEPTH - DEPTH - Generac Power Systems, Inc. • S45 W29290 HWY. 59, Waukesha, WI 53189 • generac.com ©2015 Generac Power Systems. Inc. All rights reserved. All specifications are subject to change without notice. Bulletin 0L3205-B Printed in U.S.A. 07/28/ 15 • TOP OF ROOF FINISH 4 ANCHORS PER PLATE (SEE ANCHOR SCHEDULE FOR. ANCHOR SPECS) C ALU MINUM A/C STAND UNIT DEPTH (MAX. SIZE PER DESIGN SCHEDULE) UNIT (SEE DESIGN SCHEDULE ON SHEET 4&5 FOR A/C UNIT SIZES AND WEIGHTS) STAND DEPTH PER DESIGN SCHEDULE 2) 1/4-20 THRUBOLTS TO INTERLOCK SQUARE TUBING OOF HOST STRUCTURE // BASE PLATE "STD//HD/XHD" ASSEMBLY ELEVATION SCALE: 1"-1'-0" END ELEVATION QUTILIZE NEXT -HIGHEST STAND HEIGHT FOR LARGER ROOF THICKNESS. FOR ROOFING WITHOUT INSULATION OMIT 3' THICKNESS AND UTILIZE CLEAR HEIGHT FROM FINISHED FLOOR. SPECIAL CONOTTTONS REQUIRE SITE -SPECIFIC ENGINEERING. 3' MAX. ASSUME ROOFING THICKNESS TOP OF ROOF FINISH 4 ANCHORS PER PLATE (SEE ANCHOR SCHEDULE FOR ANCHOR SPECS) 011132E NEXT -SMALLEST STAND DEPTH FOR VALUES IN 8ET WEEK EXISTING TABLES 754, MIN./450 5 MAX UNIT WEIGHT AS VEUFIED BY OTHERS, TYP. 2.500' 0.555" ORAIL (I -BEAM) 6'-1' 0' BI 1 (SEE tl -- SOLED.) (SEE o m�§ SCHED.) II CROSSMEMBER OUTER TUBING 6'-1'-0" TUBE AT CENTER OF PLATE (SEE - 45' DETAIL 2/3) TYP.1 I • 0.156' \. 0.250. 0.156'T - 0.250• 1-1.500" C-CHANNEL BASEPLATE O LARGER FOR ANCHOR WITH 6•.I .p• ANCHOR DIAMETER L B2) (SEE SCHED.) [Y.-20X16' GALV. BOLT inO i 0.250' CROSSMEMBER r(NFFE TUBING 0.0 (SEE SCHED.) ITHK.(SEE SCHED.) POST • • •• •• REF. CONFIGURATION DETAILS • ••• • • • •• • STAOID M• OTH • & LEG 6PACINGIPER CONFIGURATION DETAILS UNIT DEPTH �- (MAX. SIZE PER SCHEDULE) RAILS MAY BE SPACED AT 24', 36 4B" ONLY, CENTERED ABOUT FD(ED FRAME 48" TYP. STAND DEPTH OOF HOST STRUCTURE BASE PLATE "FIXED" ASSEMBLY ELEVATION SCALE: 1"-1'-0" END ELEVATION uNIT in P.m a: • f • • ••- • • • •. • • • • • • • • • • : •• • • - 3° MAX. ASSUMED ROOFING THICKNESS uNIT WIDTH MILAR MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN DESIGN SCHEDULES Tl' DESIGN NOTES: = -0 ` DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM �M�i BE DETERMINED SEPARATELY ON A Joe -wane BASIS IN ‘Mil ACCORDANCE WITH THE GOVERNING CODE USING ASD MBI71000L SITE -SPECIFIC (WAD AASSCCE 77--t180 AA(jNDH044AP� 1 TtDETEFUGEFt EQUAL "'',1 BUILDING BBUILDING 03 AND FT CA&E)OEMf PRESSURE BE LESS THAN C 2 OQU LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. GENERAL NOTES 1 THIS S bTEM HAS BEEN SIGNED AND SHALL 8E FABRICATED 1N ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) 8 THE 2015 INTERNATIONAL BUILDING CODE FOR USE WITHIN AND OUTSIDE OF THE HIGH VELOCITY HURRICANE ZONE, 2. CONTRACTOR SHALL ENSURE THAT EACH INSTALLATION ASSEMBLY MEET THE MINIMUM n FAGau'Y HEIGHT PER FBC SECTION 1510.10 FOR NON-HVHZ APPLICATIONS AND SECTION 1522.2 FOR HVH2 APPUCATIONS. 3. SEISMIC DESIGN DOES NOT GOVERN. SEISMIC PARAMETERS CHEOED: RISK CATEGORY II, IMPORTANCE FACTOR 1.0, Sa40.057, S1-0.022, SITE CLASS 0, SOa-0.061, SA1-0.0355, SEISMIC DESIGN CATEGORY D, SEISMIC DEMANDS ON NON-STRUCTURAL COMPONENTS (MECHANICAL COMPONENTS, AC UNITS), FPMAX - 46 L85, Ap-2.S,Rp-6.0, UP TO 200' HRH. 4. MAXIMUM OIMEN510N5 AND WEIGHT OF NC UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN, MINIMUM 751.8OR MAXIMUM AS LISTED HEREIN. 5. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROTECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL. BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. 6. REACTION FORCES LISTED FOR USE WITH HOST STRUCTURE VERIFICATION ARE r41l1RATED USING ASO METHODOLOGY. DESIGN PROFESSIONN. OF RECORD TO VERIFY APPLICABILITY AND/OR ADDITONAL FACTORS FOR USE WITH HOST STRUCTURE VERIFICATION. 7. ALL FASTENERS TO BE ♦10 OR GREATER SAE GRADE 5, UNLESS NOTED OTHERWISE, CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH ANY APPLICABLE FEDERAL,STATE, AND LOCAL CODES. PROVIDE (5) PITOIS MIN PAST THREAD PLANE. 8. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 606146 OR 6005-T5. 9. ALL EXISTING CONCRETE SUBSTRATE SHALL HAVE MINIMUM Pc COMPRESSIVE STRENGTH OF 3000 PSI AS VERIFIED BY OTHERS. 10. ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE WITH FBC SECTION 2003.8.1.4 WITH WED FILLER ALLOYSMEETING ANSI/AWS A5.10 STANDARDS TO ACHIEVE 011114ATE DESIGN STRENGTH IN ACCORDANCE WIm THE ALUMINUM DESIGN MANUAL, TABLE A.3.6 WELD FILLER: 5383 ELECTRODES. ALL ALUMINUM CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE TOLERANCES, QUALITY AND METHODS OF CONSTRUCTION AS SET FORTH IN FBC SECTION 2003.2 AND THE AMERICAN WELDING SOCIETYS STRUCTURAL WELDING CODE-AWMINUM. MINIMUM WED IS )6• THROAT FULL PERIMETER FILLET WED UNLESS OTHERWISE NOTED. 11. THE CONTRACTOR IS RESPONSIBLE TO INSULATE MEMPFRS FROM DISSIMILAR MATERIALS TO PREVENTELECTROLr51s. 12, ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED 8 INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR 13. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES a APPELLATE PEES RESULTING FROM MATFR161 FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND MAT WHICH IS CANED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF MIS PLAN... 14. 'ME SYSTEM DETABED HEREIN'S GENERIC AND DOES NOT PROVIDE INFORMATION FORA 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 CONJUNCTION WITH THIS DOCUMENT. 15. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 16. AC STANDS SHALL BE LABEL CONTAINING: PRECISION ALUMINUM PRODUCTS, INC. DEERFIELD BEACH, FL FLORIDA pRODUCTAPPROVAL NUMBER V J FRANKL. BBOTARDO, P.E. Sl3TE FOeq: 44. RI leE 4A ET N 9 15 S a 1 6 15-2480 a rti 16 ••• • • •. • ••• ii• • • • _...•. •'_.• •.. ::•. • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • STAND COMPONENTS MEAN UNIT HEIGHT & STAND TYPE/COMPONENT SCHEDULE PART DESCR. STAND TYPE XHD HD STD HD FIXED O SR T BE (61 x Bl x 11) 2.00" x 2.00" x 0.093" - 1.25' x 1.25" x 0.093' 1.25" 0.093' x 1.25' x N/A O OUTER TUBE SIZE (B1x B1 xt1) N/A - - N/A N/A 2.00' 2.00" x 0.093" x 2 INNER TUBE (62 x 82 x12) 1.7S" x 1.75" x 0.125" 1.25" x 1.25" x 0.125" 1.00'- x 1.00" x 0.125' N/A O POST SIZE (00 X THK) 1.9" x 0.200' 1.9" x 0.145' 1.5" x 0.090" 1.9" x D 115" O BASEPUTE : SIZE (P1 X PI) 6" X 6' 5' X 5" .4" X 4' UP TO : 4" STAND HT 5" X 5' FOR 30" STAND HT 5" X 5" LEGEND: • "HD"• HEAVY DUTY • "STD" STANDARD • "XHD"• EXTRA HEAVY MAX FACE AREA CALCULATION DIRECTIVE: UAC SHALL BE USED TO ``"N"HEIGHT BMAXIMM AREAOF ANY MULTIPLE�IT CONFIGURATION. 4� Nc *; TE DUTY SS O SHALL BE UTILIZED FOR FIXED ASSEMBLY ONLY EXAMPLE CONFIGURATIONS: 2 UNITS:2 FRAME CONFIGURATION (450i MAX AC UNIT _ (MAW 1) h— W2-4 AC UNIT (H2xW2) 6' MAX RAIL SPAN —4 3 UNITS:3 FRAME CONFIGURATION W2—i (....... W1-- t_. W3 AC UNIT T— AC UNIT $ (H2xW2) AC UNIT) -r++ _ (H1xW11 1 (H3xW3) 6' MAX RAIL SPAN 4 UNITS:4 FRAME CONFIGURATION t--W1 � t—W3�— tW3 I y t—W4—t LAC UNIT T .......___. Z IN_H1xW1) N pC UNA I AC UNIT 1 AC UNIT a.i ) i (Haw2) (H3xW3) I (H4xW4) i 3 \ 4504r 16' MAX RAIL _4 MAX SPAN .. HEIGHT Nff HIPEr 16' MAX HEIGHT DIFFERENCE. i AC UNIT (H1xW1) AC UNIT (H2xW2) .........6..MAX .RAIL ............. r SPAN 16" MAX 16" MAX HEIGHT HEIGHT DIFFERENCE* [DIFFERENCE. _ AC LtiIT AC UNI ;(ti2xW" ); AC UNIT INIxV11) (113xW2) 1_6' MAX RAIL_ SPAN 16" MAX 16" MAX 16° MAX - HEIGHT r HEIGHT HEIGHT �q�pN DIFFERENCE. I DIFF VNCi.• QIFF�RE i E* • HER( . ... . !_ — •_ J_ •. _.•' A_ U'YiT.1_ ... • Y • ••• -• • -(H `hit � AC U I T rA •r nr ! • •A ow-.: • • t H2xWI x (h YS) i 110 NMO ••- • NOTE: THE NUMBER OF UNITS PER STAND CONFIGURATION MAY BE UNLIMITED PROVIDED THAT MULTIPLE UNITS CONFORM TO THE MEAN UNIT HEIGHT & MAXIMUM UNIT FACE AREA RESTRICTIONS UTILIZED IN THE DESIGN SCHEDULES. `tAj}.-4 • • 91'I • • *MAXIMUM ALLOWABLE HEIGHT - • DIFFERENCE BETW N ANY NIfS3N A MULTIPLE UNIT Cilt URARI I • RESTRICTED TOE • • • •• FORMULAS USED FOR DETERMINING MEAN UNIT HEIGHT & MAXIMUM UNIT }Alt AMtA: 1. CALCULATE THE MEAN UNIT HEIGHT BY THE FOLLOWING EQUATION: • TWO UNITS: • THREE UNITS: H1+112+H9 FOUR UNITS. H1+H2{H3+H4 • "n" UN7.TS: H1+H241,1 3+...Hn 2. CALCULATE THE MAXIMUM UNIT FACE AREA BY THE FOLLOWING EQUATION: • TWO UNITS: (H1xW1)+(H2xW2) • THREE UNITS: (H1xW1)+(H2xW2)+(H3xW3) • FOUR UNITS: (H1xW1)+(H2xW2)+(H3xW3)+(H4xW4) • "n" UNITS: (H1xW1)+..,(HnxWn) rr I EXAMPLE SCENARIO: 1 1. CONSIDER A FOUR UNIT CONFIGURATION WITH THE DIMENSIONS AS SHOWN BELOW. 2, CALCULATE THE MEAN. UNIT HEIGHT. FOUR UNITS: 1.11+H24H3+H4 29"+22"+25" • :•1 • • • • I • . 1 • • • • • • • • • ••• 11 3. CALCULATE THE MAXIMUM FACE AREA. • FOUR UNITS: - (H1xW1)+(H2xW2)+(H3xW3)+(H4xW4) _(20"x21')+(29"x25")+(22'x22")+(25"x27") 124' MEAN UNIT HEIGHT t1304 no • •• �1" I• • H • 3 11 • • • • • 1• • • • • • • Ole .• LL i TOTAL FACE AREA. 2304 in= 24" MEAN —`UNIT HEIGHT 1I yy N n � gyid�g as$$8 2 L i Og ammo •XnonsEwer 15-2480 I96 ••• • • •. • • • • • • • • •.• • •f •. ..: • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • "STD" STAND DESIGN SCHEDULES & STAND DIRECTIVE EXAMPLE. ;ALL r.. 1 10/ • .IN 24" STAND DEPTH: MAX FACE AREA (27601.s - 115201nX), FRAME QUANTITY (8-8 FRAMES) LOADTRASSFEA IMFORIIATION STRNKILNLE FOR USE WDH 651 vER1TrATmN ONLY- •* '.'.: • MAX . WAX FACE APO: 6 FRAMES : - UNIT To PRAISE MAX FACE AREA : 7 FRAMES RA110 MAX FACE 4R`A : 6 WANES - NM FACE AREA : 5 FRANK - ; STAND HEM WAX FACE ANCHOR TYPE: 10R 4 ANCHORS TYPE: 2 0R 3 ANCHOII TYPE::13* 4 ANCHORS TYPE: 2 0R 3 ANCHOR 77FE: 106 4 ANCHORS TYPE: 2 0R 3 ANCHOR TYPE: 10R 4 -T ANCHORS TYPE: 2 0R 3 MAX. SASE MAx BASE MIA(. BASE ENGINE ; EXPRESS,.CORPO 160 SW 1 AVE, SUU11t&06 DEERFIELD BEACH, FL 344 it(9M)MOM P.OM) 3340M3�i e: xeuwe a .000/, ENGINEERINGEXPRESS.cOMararAumains r. XP1GM , LIMA . HEIGHT AREA MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MAX MAX ALLOWABLE 1 ALLOWABLE JAMULL 1DAD i up, MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE 0,, MAX: NAk ALLOWABLE ! ALLOWABLE LATERAL LORD UP,,, I I MAX NAP ALLOWAet! ALLOWABLE wax LOM 1 i.,,,, . LUX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT - NAX MAX ALLOWABLE ( ALLOWABLE LATERAL LOAD CARDr NAX ALLOWABLE LATERAL LOAD . NAN ALLOWABLE tMIiFT NONENT(M) SHEAR(V) :: UPL1FT(T) I'll. '• h` 1!' 111.0 PST 87.6 PS • 111.0 PIT I 87.6 PSF 97.1 PRY 76.7 PST 97.1 PST 76.7 95F 13.2 95i I 65.7 95F - 85.2 5P 5.7 5P < 69.4 PSI, 54.7 PEE' 69.4 PST 54.7 PST 136.10 LB -PT 133.0 LE 456.8 L3 437.8 L6/ 74 " 67.3 PSF 689 PST . 117.3 PSF 1 66.9 PSF 76.4 P5F : 603 PSi 76.4 ISF : 60.3 P5F 65.5 PSF , 51.7 P5F : 65.5 P9F 51,7 PSi 54.E PSF 43.115F 54.6 P5F 43.1 PSF U-1 136.10 T 104.6 U 408.7 LS 425.5 LB N 30 - 3760 723 PSF 57.1 PSi 7L3 PST 57.195i 63.3 Phi 50.0 PST 63.3 Phi I 50.0 PST 54.2.95E 42.8 95F . 54.2 PSF 42.8 PST 45.2 PSi ' 35.7 PST 45.2 PST 35.7 PST 136.10 LB -FT 86.7 LS 379.513 419.113- • 41.1 4 7 PST 4L.1 32.5 PST 136.1013'TT 74. U 499.0 LB 471.1 LB: 18 6S9 PSF 52.0 PSF 65.9 PST I 52.0 PST 57.6 P6F I- 45.5 PST 57,6 PST : I 5.5 PST 49.4 PST I 9.0 PST 5.4 PST 39.0 PST PST 12.5 PSF PST 33. S4 533 PST 40.9 PST 5L8 PST 40.9 PST 5.3 VW 35.8 PSF 45.3 P5F 35.E PST 38.8 95F T, 30.7 P5F : 30.8 95F PSF 33.4 PST : 25_5 'SF 32.4 PST 25.5 PST' 136.10184T 104.6 LB 434.9 LB 451.711 42.9 PSF � 33.9 ►SF 42.9 PSF 1 7L9 PSF 3].5 P5i 1 79.E 05F 37.5 KF � 29.E PST _ 322:PSF -1I 25.4 P5F _30.7 32.2 PST I 2SA i4F 76.8 PSF � 21.2 PST 26.8 PSF 4 21.2 PSi 136.1013ff 86.T le 404T l8 M0.713 36 36.7 PST 29.0 PST 36.7 PST 29.0 PST 32.1 PST I 25,4 PST 32.3 PST 25.4 PST 27.5 PST I 21.7 PST : 27.5 PST 1 21.7 PST 22.9 PST i 18.1 PST 22.9 PST 18.1 PST 136.10 U-FT 74.21E 310.51E 433.8 LI ER ^ 48.6 PST 38.4 PST 48.6 PSF 38 4 PST 42.5 5F 33.6 PSF 42.5 PSF ) 33.6 PSF 36.4. PST 1 2E8 PST 36.4 PST i 20.0 PST 30.4 PST 1 24.0 PSF 30.4 PST j 24.0 PST 136.101E-FT L33.013 527.3 LB 504.3 LS 24" 38.2 PST 30.2 PSF 38.2 P5F 30.2 PST 33.4 PST 264 R 37.4 PSTI} 26.4 5T 28.7 PSF 22.6 09T • 28.7 PST 22.6 PST 23.9 PST 1- 183 PSF 23.9 95F ; Le 5T 336.10ID-1T 104.6 LS 461.0 L3 477.9 LB: " 36 -: 6300 in. 31.7 PST 25.0 P5F.-. 31.7 i5F 4_ 75.E PST ... 27.7 95T I 219 PST 27.7 PST 21.9 PST .... 23.7 PSF 1l.7 P5F 2.7,9E ... 1X.7 PST ... / ,%7// l/' / / 136.1013-FT 36.7 LS ... 422.9 LI 439.9 /S v 35" I 27.1 PST 21.45E 27.1 PST 21.4 PST 23.75E - 18.7 PST 23.75E 18.7 PST --Y1 ffi3:5T 16.05E 20.35E L6.05F /////j/ 7136.1018-FT 74.2 LB 797.11E 429.9 LS. 18 36.45E 20.8 PST 36.4 PSF 28.85E 779P5: : 75.25E 31,95E 1 25.2 ESE 27.35T 21.6PSF' 27.3i5T 21.6/SF 22.85T ': 1805E 22.85E ' 18.0 PST 136.10 LB -FT 133.013 556.618 537.6 LB 24" 28.75T 22.6 PST 28.75E ' 22.65F 25.15T 19.8 PST 25.15E 19.8 PSF 21.5 PSF 16.9 P5F: 2_1.S 5F I 16.0 PSi - / : - - /' J_' ry 136.301LF1' •..__11i.18 104_618 ..._ i87.213 981.518 �" y 42^ MOO p�:..----- 3.7 PST 1ST PSF _- 23.7 PSF ; 31.j P 70.6 PSF 16.4 !SF 20.8 PM 16.4 PST -- - 136.10 ibFT LICE L9 445.5 LB... 36 : 20.3 PST 16.0 PSF 20.3 PSF 16.0 PST ✓////?T�/77/71- // / 1384013-FT 74.218 415.6 L3 4203 LB 18 1 286 5E 21.0 PST 26.6 PST PST E 23.2 T 18.3 PST 23. 2 PST L87 PST _ . - 136.10 LB- 137 9 L6 589.8 LS 532.311 PRECISION ALUMINUM PRODUCTS, INC. ... 1339 SW 1ST WAY DEERFILED BEACH, FL 33441 PH: (954)-480-6919 ALUMINUM NC STANDS HVHZ & NON-HVH2 APPLICATIONS FLORIDA BUILDING CODE SIXTH EDmON (2017) PRODUCT APPROVAL FL#16921.1 20.9 PST _ r 16.5 E 5 209 PST I 185 PST .7 ., 1381C 18R 104.6 IS 513.4 L8 479.E L8 -^ 48" 11520 in. Vail LEGEND: 4 -DENOTES YAMS NOT APPROVED FORUSE DESIGN SCHEDULE NOTES: - : 1. PLAXIMUI CAI -DRAM FAR AREA SHALL OE DUAL TO OR LESS TIWI THE PLARIMR , ALLOwABLE FACE MG FOR EACX CON"GDMTION. 2. REFERENCE ANCHOR SCH'OIAE FOR ANCIgR TYPES U5T®1451EN. STAND EXAMPLE ("(THE FOLLOWING EXAMPLE ILWSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE WIND PRESSURE & UPLIFT FOR ANY GIVEN DESIGN MECHANICAL UNIT CONFIGURATION THAT CONFORMS TO THE DIMENSION RESTRICTIONS LISTED HEREIN. SEE SHEET 2 FOR MEAN UNIT HEIGHT & MAXIMUM _ SCHEDULE NOTES: FACE AREA CALCULATION DIRECTIVE. SEE SHEET 2 FOR COMPONENT SCHEDULE. SEE SHEET 9 FOR ANCHOR SCHEDULES.) MECHANICAL UNIT/STAND CRITERIA: _ zzS) 9"x2 UNIT ur : 1. MAXIMUM CALCULATED FACE AREA SHALL BE E)UM TO CONSIDER THE INSTALLATION OF 22' WIDE, (1)-25' TALL x 27" DEEP (4) MECHANICAL UNITS, (1)-20' TALL x 27" WIDE,(350 LB MAX WEIGHT) x 24' DEEP x 21 WIDE, INSTALLED WITH THE FOLLOWING - (1)-29" TALL x 24' DEEP x 25" WIDE,(1)-22' TALL x 24" DEEP x CRITERIA: - "x2UNIT J ri 5." I,.S { / 7J i 7`) : ORLESS TALL THE MAXIMUM ALLOWABLE FACE • NUMBER OF LEG FRAMES. STAND HEIGHT. STAND DEPTH. • HOST STRUCTURE TYPE. (5) FRAMES . 18"HEIGHT 24" STAND DEPTH SPREAD 3,000 PSI CONCRETE (A5 .. VERIFIED BY OTHERS).SCHEDULE - - - .._._ _ ... ..._ .. _.._ .. I ..... ,1 . I AREA FOR EACH CONFIGURATION. 2. REFERENCE ANCHOR FOR TYPES LISTED HEREIN.�,RANCHOR g 1.'.6- $ $ -A * " I E PROCEDURE: RESULT: 3. DESIGN VALUES IN PARENTHESIS REPRESENT CAPACITIES WHEN pi qq 'a C gg g C i5 qq E B 9p 1 DETERMINE THE MEAN UNIT HEIGHT FOR THE GIVEN CO FIGURATION SEE SHEET 2, CALCULATION DIRECTIVE STEP el FOR METHOD OF CALCULATING THE MEAN UNIT- HEIGIif CONFIGURATION HAS BEEN WORKED OUT IN THE EXAMPLE SCENARIO. (MEANU9QT HEIGHT . Z6 M) FOR CLARIFICATION, THIS _ : ' U E-DOWN DETAIL ARE USED. SEE DETAIL 5 ON i Cf01 2 DETERMINE THE MAXIMUM FACE AREA FOR THE GIVEN CONFIGURATION SEE SHEET 2, CALCULATION DIRECTIVE STEP *2 FOR METHOD OF CALCULATING THE MAXIMUM TOTAL CONFIGURATION HAS BEEN WORKED OUT IN THE EXAMPLE SCENARIO.••�••(MAXIMUM UNIT UNIT FACE AREA. FOR CLARIFICATION, THIS FACE AREA • 2304 NO) SHEET 9 FOR STRAP DETAILS. I II M € I I € I [[[ // 0l «y MB 881 2y8lli e 3LT1 l 3 LOCATE DESIGN SCHEDULE THAT APPLIES TO THE GIVEN CONFIGURATION SEE SHEET 3 FOR THE 20' NAND OEPT•HdWIT� A IVLXI3UMiA AR • P 0%2344 JO. FORA 2304 In1 MAX TOTALAINIT FACE AIR:A ON11l8" • • • • !TANG HQGHf WrII (5) SUPPORTING FRAMES, 69.4 PEP THE ALLOWABLE WIND LOADS ARE AS FOLLOWS: TABLE LEGEND: 4 DETERMINE THE MAXIMUM ALLOWABLE LATERAL & UPLIFT WIND LOADS '•• • NLLOWI<BLEI.RTLNLAL • • • • •• ALIOWABLEILJPI WIND LOAD: T wIND.183AD: 57.4 Pi* ( FROM TABLE ABOVE) C�--DENOTES EXAMPLE VALUE .:5 INSTALL STAND PER PERMISSIBLE ANCHOR TYPES AND VERIFY _ HOST STRUCTURE TYPE UTILIZE ANCHOR TYPES FROM DESIGN SCHEDULE /SS0CUTED WIT} THEAuOWABLE WIND VAWES:DETELMINED LISTING, ANCHOR TYPES 2 & 3 NAY 8E APPLIED FOR THIS EXAMPLE UTILIZE ANCHOR TYPE 2 FOR STANDS PER ANCHOR SCHEDULE AND DETAILS AS ILLUSTRATED ON SHEET 16: IN STEP 4. FOR THE TABLE CONCRETE HOST STRUCTURE TYPE. INSTALL _ : _ FOR USE WITH DIIRVEECRTIVE E COMM BEM* CONCLUSION: : - • • • • : • . . . . - 15-2480 6 MAXIMUM ALLOWABLE LATERAL DESIGN PRESSURE MAXIMUM ALLOWABLE UPLIFT DESIGN PRESSURE - 69.4 SF ¢ROI TABLCABOVE) • • • • • • • • 57.4 PSF • •:`�#••�- • • • • • 7 COMPARE TO SITE SPECIFIC DESIGN CONDITIONS WIND PRESSURE PROVIDED Y A LICENSED 1. ENGINEER1 PRESSURERREQUIREMENTS SHALL 8E EE N OR EQUAL R. ARCH ; OT HE IA AND ODED Ip1 CEDESIGN R ,I.LTI . SS SPECIFIC !' eol •.• •: • • • ••.. • • • • .. •. • ••- • • • • • 000 • • • • • • • • • • • • . • .. .. . • . •• •• 41400 . . . ... . • "STD" STAND DESIGN SCHEDULE CONTINUED P.1u , '4 .. N �,,,i logo TRANSFER INFORMATION TOR W •. •6�`. NSFERINFO NATION P 36" STAND. DEPTH: MAX FACE AREA (27601n4 - 116201n3), FRAME 4UANTITY (S-8 FRAMES ? : .. 011w3TH VERIFICATION SE i o,• 1 "_86' ,' Al•��'a, i 6 - i i FAQ FRAMo - . - - MAX FAQ AREA - UNIT TO : 7 FRAMES FIYM• RATIO MAX FA0EN¢4 : 6 FRAF415 . MAY FACE AREA- 5 FRAMES A ,..,,,0 SAX { mum MAX FACE MAX ARM ANCFOR TYPE: l OR :. : 8 ANCHORS TYPE' 20R 3 ANCHOR TYPE: 1 OR 4 : ANCHORS TYPE: 10R 3 ANCHOR TYPE: t OR 4 ANCHORS TYPE: 20R 3 ANCHOR TYPE: 1 OR ANCHORS TYPE: 20R 3 MAX. 645E N4X. easy MAX.660E FMX(,/ASE HE1G1W I 1 AREA MAY ALLOWABLE MAx ALLOWAOLE LATERAL LOAD wPT P4A'ALLOWABLE : MAX ALLOWABLE LATERAL LOAD IB3JFT MAX AIIDWABLE, !IA% ALLOWABLE LATERAL LOAD UPLIFT MAX *ioowsBli MAX ALLOWABLE :LATERAL I0A0 UPIJR MA%Al1DWABLE MAY - , ALLOWABLE LATERAL LOAD . UPL/fT NA%AtIOWAtLE MAX ALLOWABLE LATERAll1MO 1MLIFT MAX ALLOWABLE MAX LATERALtMD 1I: upwrE I WAFT MAX AtLOWA4U 'um :. NTERN-IOMD ALLOWABLE VPIHT N011.47 (M) SXBARM URiFT R) F$:i 0C)' - *'. ` �� ..,- ,.� 18" 1036 PSF 81,6 PSF /03.6 PSF. I 81,8 PSF 90,6 PSF 1 71.5 PSF : 90.6 05P • 71.5 PP 77.7 PSF 61.3 KF TF.7 PSF : 61.315F 64.7 PSF ! iI.t KF 64,7 PSF 1I S1.1 PSF 136.10IAR iN,1 U 3115 93 - U : N" 31.6 PSF 64.4 PSF 81.6 PSF- PSF 71.4 PSF 56.3 PSF - 71.4 F - ' 56.3 PSF PSF64., 612 PSF '' 4B3 P9 69.2 PSF , 46.E 51.0 PSP 40.2 PSF 51.0 PSF 40.2 PSI 136.101B-FT 97.7 U 275.0 USH� `1 ENGINEEl1 01 `� ._ EXPRESS.. r:. os. , CORPORATE OFF(CEY 160 SW 12th AVE, SU 6 DEERFIELD BEACH, FL 3ji hcE9)354 1 A (454)OREM i, V, E: MELLOSPOONEERINGEORESE.COM ',, ENGINEER1NOEXPRESB.COM COM NOO MOS 14 ". 30 • 2M0 h1 PSF - 53,5 ;SF 67.8 PIP . 53.5 PSF I 59,3 F ,. 46.8 PP- 59,3 PSF 464 K MP 50.8 P !1 40.115F : 50.8 KF ! 40.1'PSP 423 PS, 1 33.4 PSF 42.3 PSF I 33.4 PSF 136.1018 T 61.213 2532 U 251,9. 36 • .9 53.2 PSF 45.9 PS, : - 59,2 PSF 45.9 PSF 50.915E 40.2 PSF 50.9 PSF 40,2 KF: 43.6 PSF , 34.4 PSF 41.6 R5P 34.4lSR MA P5P 2/.7 PSF : 36.4 PSF ie.) 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DEERFILED BEACH, FL 33441 PH: (954)-480-6919 C v 5 C :H q Q1 " 4�y1 LL J G F. a E`] q dd6"' � - 7 FRAMES MAX FACE ARPA.: UNIT TO FRAME 6 FMME5 PATIO MAX FACE AMA : 5 FRAMES : MAX FAQ AREA : 1 PRIMES . 5fAN0 CLEAR NE10097 MA4 MEAN MIT XflGMi MAY MQ AREA MAX FAQ ARM 41403R TYPE: 10R 4 : !LAX MAX ALLOWABLE IAUAWFBIE LATERAL LOAD I UPLIFT : ANCF)OKTYPE: MAX Al1AWABLE LATERAL LOAO - 2 OR 3 MAX ALLOWABLE UPI-IFT ANCHOR TYPE 1MAIL MAX ALLOWABLE LATERAL IDAD I 1OR4 ALLOWABLE . UPLIFT ANCHORS TYPE 3OR3, , ( MAX MAY ALLOWABLE ALLOWABLEE LATERAL LOAD UOUPT .. ... ANCMORTYT'8: 1 OR 4 • : -,._.-__• MAx MAX ALLOWABLE i ALLOWA•E. LATERAL LOAD : UR2FT ANCHORS TYPE: 20R3_ ...... MAX MAX ALLOWABLE ALLOWABLE LATERAL LOAD UPi1R ANCHOR ME: ..._.. MAX AUDWABLE LATERAL 10A0 I OR. MAX ALLOWABLE U/UPT _ ANCFLO85 TYPE_ 203 3 _ mu MAX ALLLOWASI ALLOWABLE LATERAL LOAD ! UPLIFT 1 MAX. BASE MOM ENT (PT) MAX, BASE SMEAR M MAX. 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MAX MAX ALLOWABLE LATERAL LOAD : A WIIri, _ANCHORS MAX MAX ALLOWABLE LATERAL LOAD i ALLOWABLE MAX ALLOWABLE LATERAL LOAD 1 MAX ALLOWABLE FT FAX MAX ALLOWABLE ALLOWABLE LATERAL LOAD 1 UPUR MAX. MAX At1bWABLE ALLOWABLE LATERAL LOAD . Ian. MAX At10WABLE LATERAL LOAD MAXA ALLOWABLE I R NM MA%ALLOWABLE ,ALLOWABLE LATERAL 1040 UPLIFT 1 MAX 16?XALLOWABLE !Al1)521' UTHUL tAAO ! UPl/Ff ENT (M) SMEAR WIIR (T) OMVM(C) 6 ! 1133 PSF 594.75E 1133 PSF..._ 894 PSF 97.5 PSF 97.1 765 PSF 972 PSF : 76.6 PSF 80.9 PSF 1 63.9 PSF . PS _ 63.9 OF _ - , _ 64.7 PSF 51.1 PSF 64,7 KF 51.1 PSF 136.10 L6PT 124.1 U 312.7 U 303.7 U - i 14 "- •' - 99 2 PSF 70.4 PSF $9_2 SF ,, 70.4 PSF PSF 1 60.4 PSF 76.5 PSF .. 60.1 PSF•7 � � _ _80.9 6340 Pi. 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LB--_.. 96.7 UE 4257 LB 4387 LE ._- T 1.._ 17.4 154J / / , 15.9 PSF j M.0 PP45.E PSF 76.O PSF 38 0 062 1 •MO 30.0 PSF 464 , 39.0 P5P 30.4 PSF 1.PSF5 24.0 F 30.4 P52 1 24.0 i 228 454 18.0 3F : 218 PSF 130 P5F/. 136.101644 233.0 L8 559,4 L8 527613 21 I - 368 PSF 28.3 PSF 35.8: PSF 24.3 PSF 29.9 PM F 23.6 PS7 29.9 PSF : 23.6 PSF 23.9 34 ! 18.8 PSI 23.9 3F : 16.E PSF 236 201E-47 204.6 LB 490.0 LB 470.3 LB l 43 5040 FMB 39,7 PSF 23.4 PSF 29.75E 29.4 5F 3t7 5i 19.5 PSF 2t.J PSf 19.5 5f ��/ /) T %T%� �j//.�� _ 236.10 PS-Ff B6 7 LB 86.7 H] s l6 U3 130.t LB i ~� 36 -yl- 25.45F- 1 20.O PS4 ...... 25.I PSF 20,O 5F 21.2 PSF '-16.7 P5F 2425E T 16.7 PSf _ _ _/) / : / .. / ... ... 36 10 L8R LB 43BA LB 430.2 Le 18 : 33 2 767 26Z PSi 33Z' SF 26.2:PSF 27 3 51 21.8 754 27.7 PSF , 21.E PSF 22.2 54 17.5 767 : 211 PSF . 17.5 5F 1J6 10 U344 133,0 LB 592,6 LB 537.2 L8 24 26 1 PSF 20.6 P6F 261 75 20,6 5F 21.E PSf 27.2 76F 21.E 3F 17,2 044 ' / 7 536 10 L&R 104.6 LB 516.2 L8 476 212 . 4 " 6911 Mi -- -_1 21.E P5f -. il.i 3f _ , _ _ 21.E 5F 17.1 PSF - . .. // / �'l__ - _ „ ��j �� __ .. f .. j,j�_ j�/' _ _ - _. j.. 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AUAW46LE j ALLDWABL.E LATERAL LOAD _ LIPLIR .: MAX ALLOWABLE LATERAL LOAD :- 1, : ILA% ALLOWABLE 'LLCM. lIPl1R MA%. MAX ALLOWABLE 1 ALLOWABLE LATERAL LOAM 1 UPIIfT 1 MAX. 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ANFH495 TYPE. 2 OR 3 ANCHOR TYPE 1 OR4 ...LLO ........ ANCHORS TYPE 2 OR 3 _._... .. _...... MNf E . 8,4 MAX , mu MA%. 645E MAX . BASE CLEM HR3AYT 1 i UNIT . H"QMT i .. AREA ....0 MAX ALLOWABLE n.FNA% LATERAL LOAD (A UR ........ MA%AILOWAB0 LATERAL LOAD MAX E MAX ALLOWABLE LATERAL TOAD ,,tit.... : ! MA% MAY 801.1089 ALLDWA6lF LATERAL LOAD 1 UPLIFT -._._-r .___.. NA.X RMXALLOWABIF i AILOWABU LITERAL LOAD iR �__ NAk MA% 481E 449.0 ALLOWAEIE 1At£AAL LOADR. ( MAX MAX4E9411 40 ALLOW116Lf IATEML LMD UPIIR .O _. MAX ALLOWABLE MA% ALLOWABLE LATERAL LOAMR MOMENT SMEAR 1Wt1 RR) 9RA91TY (C) I0gg§ RJ Q lie , 6i R 8g 173.5 PSF ' 1369P54 L735 PP 136.91SF. 138,6 P54 109,55E 238445E i 10955E -1 t 15Fy_, I041P5� B 15P ..i-^ 69.45E S47 PSF 89457 54.7 PM 2MIO Ib1 2330 LB 461.E L3 437,61E F F MEG 6 y !i!i!i 6 ■• 11 Pig/ 4gp € i 326,53E I 10.2 PS434 1233 P54 10.4 PSF 66.13E 1093 PSF %,2 1 . - .615 5E 1 59F 2 131 P5f 45.E P5f 1 43 1 PSF . 136 1015R 104 6 ♦ 415.5 1E 24 " . 30 1L041n� - .513.13E 1__ 89.] PSI _• 113.1:3F 89.1 PSF .. 89.2 57 90A 5f :71.15F 90A PSF •I• ]I.1 505 7S _ __.67-• B P��yT� 5�i PSP A • 67� VSFr- Sr].b PSt• 4 454 iil PSi � • ]5.7 5f 45Z 5F • ! J5.] PSF SM.30 LB - FT 66.E LB T 3M.E lB..... 4,6 05 419.1 lE.... lb I %.8 5F 76.4 PSI 96.8 454 76,4 PM 77.4 3F 61.1 3F n.4 PST I 61.1jt, S5.0 P4 . 41411 P5� • • 51L5-PSI• �*45.8 5f 38.7 PSF , :30.5 3f 38.7 3F 30.5 5f : 136 20l6FT . 74.2 LB 365,0 L8 415.31E 102.9555 1 t133P 102.9PLF 41.35F� 82,3 PM : 6505E 82,3 PSF I 65.0P5TS 61.F5 • 415 PS•• ... • 61i1 S 4•73F 31.75E IL 32.55E.011088325957136*516-1703L019495,29.9 . ._: •24 111.11E 3l ". ..., 30 30 : 1460.n� 61.0 044 63.9 5F -__ I-'-_ 67.315E 53A 3F 61.0 PSf __...--- 67.3 PSi 63,9 P5F ,, .._. _.. 53.0 PSf ,,,. ,. 64.8 P5F .._ $3.7 3F 51 1 P57 4]A PSF W-0 PSF :-I 51.t 5F ._.-_-- i------. 53Z PSF 424 *Fa 48,6 do, 4 3•J P5• .----------� 1•!Pi �! P64 • 48.5F• 36,�SF • 40. 3i• • 2 054 2,.2 324 PSF i 25,5 5F32.E 3i 5 PSF - 13630 LDR 1_D4 6 0B _ 439 9 93 - I 22.9 3F 16.1 P$i66 PSF 11.13E 336.10 LDR 86.7 LO 4065 L0 451,0-18 - 140.71E % 574 3F 45.3 3F 57.E PSF 15.3 5i 65.9 PSF ' ' 36.2 PSF 15.9 PSF 38.2 3i 34.4. 754 ''; 27.2 PSF 34.E PSF f. PSP 22.9 3f I81 5f22.9 PSF 28.1 PSf 136.f0 l5R 74.2 LB 7E3.6 U 413.E LE 18 :: 76 095f 60.0 P9F 70.0 60.0 PSf 60.E PSF : 40.0 PSF 606 3P 18.0 457 {5.6-PSI ]6.0 754 45,6 54 1 36,0 5F 30.4 PM 21,0 PSF30.E PSF 24.0 PSI - 336 10 L6R i]J 0 LB $MA LB 50431E :St6 PM23.95yF�/�'16/85F. 011E ager >6 30 ]6 2520MF• 49.5PS4 .99.1 PSF 41.095E 3345E 19.5 PSF......... 42�PSF,3J.4 ]9.3087 PSi ]965! 739PSF ]1.3 PSI.... 26.75E ... ]963!: 31.33E 33.95E 26 _ 29.e: PSf 23.E PSF 211.OPSF _ 297754' _.. ,2713f 25E3f 1 20.0 rTy�27393�% 136.101E.94 ._867 US 428.O US ..,. // .�/ /7,� / // /7136,101E i1 74.21E .....402.1LE . 427.4LB 407,4L.3 `WF 15-2Oo SB : 57,03E 15.0 356 $7.0 PSP 45.0 PSf 15.6 PSF I60 PSF 44.6 PSF 05j�.15F 0 • 342: PSF 3 p��5+.(y�. • 31.2 5 37 22. 5F 180PSfY28 5f 18.0 PSI'. 33610 tB-R 133 0 LB 561.E LB I 53T b l6 i " ! 35,4 P34 - 44 8 3F 35.4 PSF 35.4 3F : 28.3 P9f 35.E 5F : 3 28 9 PSi 2�)Wp, AA-22.2 26.9 5F 2f: 116.10 L8•R id6 N 492Z LB 459.0 lE {2 360:In 37.1 PSF 1-29.3 PSF 27.13E 29.3 PSF 29.7 PP 33,4 PSF 29.7 57 ' _ -CI- P /' 53!6 254 22. 3F- 1•17, _ - 136 10 L8.44 96.718 449.6 L8 4381 LB .9 c E 6 J6 . 1 ... 31,8154 25.1 F54 33 8 P54 2Si' PSF 25.4 FM : 20.0 754 2S,4 PSF O / /'// / , / /,� /,y1•�- ;Z' L36,IO LDR 74,2 LB 420.7 LB 103,41E 328 3F 41.5 3F 32,E PSF 33.2 3F 26.2 F5F 33,2 3f Z6,2 Rei 28.9.3i �, i9.6 PS�y 454 1199S75F/�� 176 10 L8-R 13301B 59491E S15 8lB M67,...._.-20.1 • �' _ 36.10%244.99 104.6 4.2 __ 30 4� 4608 NF ]]OP54 li]5F 27.05E PSF If j ! � 23.1 PSP 18.3 FM 1121.3 615F 13.1 GSF01 Il�j/ � /J i/ // //! 1361015R LA 439.2 tb 4045 L8 • • • • • • :•: • • • :: • :• • • • ... • .. •:..:• •. ::.• '• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 36"'. STAND DEPTHI MAX FACE AREA MAX I STAND MEAN U Hfl10T NEIGHT. MAX FACE AREA "STD" STAND DESIGN SCHEDULE CONTINUED 11041n6 - 46061n6 FRAME 2-5. FRAMES LOAD TRANSFER INFORMATION FOR USE W11N STRUCTURE VE1UFICAT1011 COLT UNIr TO FRAME RATIO ANCHOR TYPE: 1 OR 4MAX MAX ALLOWABLE ALLOWABLE LATERAL LOAD ANr1NWS TYPE: 2OR 3 MAX MAX ALLOWAME ALL0IIABU LATERAL 1060 UPLIFT ANCHOR TYPE: MAX ALLO0A81E LATERAL LOAD 4 ANCHORS LLONA8IE UPLIFT 18 L301 36" 18• 24 %" 36 • 10 _ 24 30 18 24 • 30 • 1 " 16" 1104 n1 36 1860 611 2520 161.9 PSF 127.5 PSF 105.9 PSF 91.0 PSF 960 PSF 73.7 PSF 62.9 PSF ... 54.0 PSI MAX AL10WA6LE LATERAL LOAO : 2OR ANCHOR TYPE: 10114 : 6A6 - MAX ALLOWABLE A110WAB(E LATERAL LOAD UPLIFT 129.5 PSF 102.2 PSF 97.1 PSF tille!1'I JI. 66.9 PSF 63.5 P5F 57.4 PSF 54.6 PSF 63.E PSF 71.E P5F 75.8 PSF 59.7 P57 49.6 PSF 42.6 70F 70.95E 55.95E 55.8 FSF , 44.15E 46.45E j 3665E 39.893E 1 31.4 PSF 53.15E 41.95E 41.9 PSF _I 3705E 34695E . 2745F. 299 PSF ' 236OSP 36795E 30.6 PSF 30.5 YSF I 24.1 PSF 2535E ._ 200 PIP.,, 2185E i 17.2PSF: 42 3 460E 96.0 OSP 1 75.8 PSI' 76.8 Psi 60.6 PSF 75.7 PSi ! 59.7 PSF 60.5 PSF ` :47.8 PSF 62.9 PSF_ : 494 707 5E13 P57 : 39.7 57 __.. 94.0 Mr 12675E 422 PSF :34,15F 70.9 PSF : ' 55.9 PSF 55.85F J_ 44.15E 46.4 PSF t 36.6 5F 39.8 5F 31.4 PSF 56.7 PSF 44.7 PSF 44.7 PSF r' 35.25E 37.15E .: 29.3 PSF 31.85E ! 25.1 PSF 53.1 PSf 419 5F 42.5 5F 1 33.5 PSF 1.9 PSF {.. 33.0 PSF __-33.5 PSF 1 : 26.4 5F 346 P5F 274P0F ... 2705E _l_ 2L95F 7995E 2365E 11.95E I - 18.85F 38.7 5: 3D 6 75F 31.0 PSF 30,5 PSF 1 24.1 PSF 34.4 PSF : 19.3 P57 25.3 PSF 2605F 20.3 PSF i-16.0PSF 21.8 P5. • 17.2 PSF // 76.8 PST 60.5 PSF 50.3 PSF 43.2 PSF MA%:• ALLOWABLE UPLIFT MAX FACE AREA : 2 FRAMES ANCHORS TYPE: 20R 7 _. ANCHOR TYPE:1 OR 1 ANCHORS TYPE: l OR 3 MAX 820*00428 MAR ALLOWABLE ALLOWABLE • MAX ArAL1 Ale LATERAL LOAD ALLWUMJffAeLE LATERAL WAD UPLIFT LATERAL LORD 1D UR1Ff ]6:6 PSF :64.]PSF 51.1 FSF 61.75F. 51.1 PSF 766 PSF 60.4 5F 50.2 PSF 43.1 PSF 63.5 75F 54.65E 604PSF 51.0PSF 40.275E S1.0PSF 40.270E MAX. BASE MOMENT(M) 136.10la-FT 136.10 LbFT 50.21SP .423 PSF 33.4 PSF 42.3 PS1 4 33.4 PSF 136101E-R ' 36.4 PSF 28.7 PSF 36.4 PST. 1 20.7 PSF 13020 L6-OT 606 P5P 57.6 PSF 47.875E 45.451 39.7 PSF 37.7 PSF 34.1 PSF 32.4 P5F 4x5 PBF 366 707 29.7 P5F 44.7 PSF 42.5 PSF 33.5 5F 26.45E 29.3 PSF 27.E PSi 21.9 PSF 251 PSF 23.9 5E 18.6 5E 43.1 76F MAX. BASE MAX. SASE SMEAR N) UPL17r (T) 324:118 116.5 U 97.7 L8 280.0L 812 LB -- 258.21: S.... 69.7 U U 243.7 97.7 LH AN L6 81F UL6 -- 27i.e l! 69.71.11 2554 LB 3.3 70F 70.3 PSF 223 PSF 26.3 PSF 22.3 ' 136.101E-FT 124.1 L6 357.9 La .4 PSF 22.3 75F : 17.6 75F 223 5F 17.6 5F 336.10 16-FT 97.7 LB 3126 LE 274 F Se.65F 71%� ����/ CW iL3. =Tr $1.2 LB 2670U 31.55E ._. 11.95I_ 23.1 PSR,_ 2S1 FSF3L2 PSF f675F : 2L2 PSF 16.)SF .136.10 :370 124.11E 77661E 25: PSF 2L9 PSF 20.E PSf 16.4 PSF ?o6 PSF 18A PSF144tiffilriff ��� 1>3.10 U4T 69.7 L6 278.6 LS ®_ %O43 PSF �13.2 PST .• 399.3 La 13610 LEFT. '��N2L6 //%,//r , 1r��j��r���!����136101B-FT6LI8��ii.��4���4��136.IU la -Fr 1 LB 290.3 E 56.7 PSF 44.7 P5F 37.1 PSF 31.8 PSF 42.5 5F 33.5 PSF 27.8 PSF 24.4 PSF 20.3 PSF 45.470E 37.7 PSF 72.4 78I 42.5 PSF 33.55E 5 23.9 5F 45.5 FSF : 36.4 PSF 30.3 PSF 3B4 PST. : 30.3 SF 136.10 LS-FT 334.I LB 337.2 LB 35,6 70E 30.2 70F 23.9 70E 30.2 PSF E 23.9 PSF 136.16104T 29.7 {SF: 23.175f: 19.8 r5F ---- 25.1 P5F ! 19.8 SF 13.101E-7T 25.5 P5f : 21.6 PSF 17,0 PSF 21.6 PST. 1 17.0 PSF 1363015-71 -3 fiIAMES3 LOAD TRANSFER I6FORMATIOt4 FOR USE WITS HOST ER1 STRUCTURE V71UTION ONLY N-- SSAF9v vcr6n:. T.9: new Lau«"- - rav-•••• FA. ^^.... s - 3 4 I LOAD TRANSFER INFORMATION FOR USE WON HOST STRUCTURE VEN3f6UTION ONLY 40-71.1A1100 1 STAND 1 CLEAR HEIGHT 40er MAX MAN UNIT mE.K., 1n11w74A MAX FACE AREA rn4.c wwc.. Lac,.......- - p •-•..-.s_-...-" .: UNIT TO FRAME : MAX FACE AREA _S Fumes " . ._ . RATIO : MAX FACE AREA : 2 FRAME MAX. BASE SHEAR(V) MAX. BASE UPLIFT (r) MAX. BASE YNL6VEY(C) ANCHOR TYPE: 10R.4 ANCHOR TYPE• 2 0R 3 ANCHOR TYPE: I OR 4 AMCMOR TYPE: 2 OR 3 MAX. BASE MAX ALLOWABLE LATERAL LOAD: ! MAX 1 ALLOWABLE • . MAX MAX ALLOWA0U ALLOWABLE LATERAL LOAD . U7UFT : : •MAX MAX ALLOWABLE ALLOWABLE LATERAL LOAD I UPI.fFT MAX MAX ALL1WAd2 ALLOWABLE LA1 LATERAL LOAD L.,„: MOMENT'(M) : _. 18" N 7 552 RMt 3942 PSF : 153.35E 194.29SF 1 153_3757 129.55E : 1022 757 12955E 10225E 136.1015-FT 1?4118.,,,. 607,21r..8, 3160 18 1 2615 L8 2362U 233.01E .__.0_6. 127.1 PSF : 120.E 5I 133.0 PSF 1170.E FSF F 80.5 5I • � 10.5 F•F LSO tbli 1P.1 PSF :: 100.4 PSI 127,1707 f004 PSF 84 71SF 66.9 5F 1 84.7 PS .7 PSF 9• 64.7 PSF .9 . 1}U-g_ +12� ... #97i 7 L6 123j0p 697S0~ 159 718. 2452LB .. 336.7 LD 297 816 273313 2569 U. 232.1U.... 2321LS 25091E 249 3 t6 : _ 145.61E _ N37U IO "_... 36" 24 109.25E : 86.2 PSF 109.25E i 86.2 F5F 7265E 57.456 728PSF . •I 57.•P6 ,•3641I- 18 • .... .. 30" 930 nt 115.3 PSF 1 91.0 PSF 115.3 PST 9105I 76870F60.6 PSF • 76.E FS !..1.6Fl%....,0361�U"$.A*+24116•... _ _jr 71771 i P$F _ ,, 754 PSF 59.55E • 90.E 5F 71.757 _ .... 75.575E 39.5.15E 60 s 5F _ Or a PSF 50.3 PSF : 3975E • �� f fO S ISf -_at _6 _ 503 393!j7 �76.I�SB -1L34j{� LB 6N45f 51.1 PSF 64.673E - SL1:95F 4325E 14.175F 432P5F 345F 13S.10 LS- 36 30 .._ 1260 in. 8S15F_� 67./5F SS ! 67.1FSF 367(SF_,, 447FSF,_ 567 PST, 44.770E 136.10U-FY 124/U _.. 97.7 U 3594U 3311 U 27]6U ... 265.5 U . 6].O PSF j R9 PSF -.__.. 67.0 PSF C 52.9 PSF PSF 35.3 5E 44.7 3S2 70I t36.10!&4T 557P5F 4195E 55.770E 43.95E 57.7 31170E . . 29.3PSF 1757 37.1 PST__ 29.3 PSI 136.10L3FT 61218 ._.. 69]U 2638U ]btSU 2592U 1_ 2554U : 36 ...%.___ % 47.815E 31.7 'SF 47.85f 37.75E 31.8 PSF ! 25.1 j3i rg�ji 1 75.j5F Aii:L6-F7 J16 ' 24 -%,--+ 42 36" ' 1660 nt 63.870E 1 50.375E 63.65I . 50.35E 41570E I 33-5 7 9SF IIiI¢E S .SO LEFT : SEOlU 29DIU' _ 50.279E 41.7 5F_.. 1 39.75� ` 329 75E 50.25E 39.75F .......11.7 PSF ...._ 329 5F 33.6I5F 2]4 PSI ! 26. ': 21. .r 3ii.PSF 2751 P5F . S.4 PM 1 91.9 1361PU-7T .1361e 1B4T '4]7b 6B1 ]�E-_• -. a516 : 1241�.8 • 3564U _Ila { U _ • 4C1- if 40.61E 29I9U: 272.7 U . 267.0 LS' 3545E : 263 PSF 35.65E : 28.376E 23.95E 18.B vs, 25A5F rl 1LPPSF �36.11164 319.0 L6 ...., y.._1 ...30" 1 18• 2304 nt 46.55E 36.6 PSF - : 36.775F 20.975E ...._ 46.5FSF 36.75E 36.6VSF . 26.9 PSF 11070F 24.15E 24.4165F N 1 19.3PS91 31%00 24185E 1 514 MP I 19.•PSF 436.M18.7T 13•.10LB-FT 6Bf7U • 646.7LB 2962U! 2863 U: 236.E15 30.415F: : 2615E 24470F J 20.65E 30.45E 24.05E 20.35E 16.05E 20.35E�-! 1605E�• 26.1 P5F 120.6 PSF T/I//7TTIl 7'77l 5 / / / i+1w.10Lsn' �1-36.10 LS-Fr : 612 U 69.7LB 503.8U. 291.6U 36" TA81E J13771D: -OEAV IRS VALUES NOT APPROVED -FOR USE DESIGN SCHEDULE NOTES: 1. MAXIMUM CALCULATED FALL AREA SHALL BE EQUAL TO CR LESS TTVN THE MAXIMUM ALLOWAME FACE AREA FOR EACH CONFIGURATION. 2. REFERENCE A115005 SCHEDULE FOR ANCHOR TYPES LLST6010R0N. La 34 313.31 333.1 IS 3617U. 277.9 LE 365.8 LS 304.41E 295.2 U 267.0 LB 341.518 2962 L8 206.3 88 265.1 U P TECC PT R1T •_•�3 IN 4••4 1 i 1 1 Ra a 2 6 yG ODP/6Ewsepo ••0lere 15-2480 16 J ••• • • • • • • • • • • .• •--• -•• • • •- • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 060 • • • "HD" •• °PE L "4Q1� 10/ i; R 1• );a I . a 1 Y a549 A *'. STAND DESIGN SCHEDULE ! I LOADTRANSFER1„PDRMATIONFOR�E,NITHHOSk;‘1) ,>MY7i�, 24" STAND DEPTH: MAX FACE AREA (27601n2 - 11' 20152)F FRAME QUANTITY (S-8 FRAMES) : : 31RUCR9RE VERIFICATION : MRY FACE Ann ; 0 FMMES,: :; MAX fACE AREA : 7 FAAME5 UNIT 10 FRAME PATIO, MAX FARALI,'A : 6 9RANP.a MAY FACE AREA : S FRAMES :� . ` smith j MAX MEAN MAX MCE10R 4140404133.4 4 ANCHORS ANC HORS TITS: 20R 3 AMCNOO T PE: 1 OR 4 ANCHORS TYPE: 2 0R 3 ANCN0R TYPE: 10R 4 AIII"L•4 TYPE: 2 0R 3 ANCHOR TER: 1 OR 4 ANON7R5 TYPE: 2 OR 3 MAX, BAS E l9AX. BASE MAR •LSE ♦ 4 T CE1R l 65009T ' UNIT HEIGHT AREA RAY ALLOWABLE LATBUIIGD /HAY AL33W3ASLE UPLIFT - MA% MAY ALLOWABLE LAIERALLMO ALLOWABLE UPLIFT 1 L(AY MAX ALLOWABLE LATBUL LOAD j AtU 00WT P UR7F'T MAX ALLOWABLE .LATERAL LOAD MAz ALLOWABLE U9LiFT MAX ALLOWABLE LATERALLOAD MAx ALLOWABLE UPl$T 1 MAY MAXA/10MA81E LATERAL LOAD ALLOWABLE IIIIIFT MAX U1T9UL ALLOWABLE LOAD MAk ALLOWABLE UPL1R MAY MAX ALLOWABLE! : U7EML LOAD I AtH UPLIFT F• 910MTi7 (6) 5H6M (V) - - UPLIFT (T) 16 • 2040 FSF 157,696E 171.3 PS 135.3 3F 1732 PSF , 139.1 MP 193.0 3F • 1U.4 PSF 151.0 PSF 119.2 PSF 128.7 PSF 101.6 95F 325,E PSF 99.395E 107.3 PS I 84.7 P5F 246.9616-FT 241.2 L5 837.81E - .2 LB , N• IAA PS 125.0 9S 141.3 95P ) 111.5 96F 138.6 PSF . 109.4 95F 123.7 PSF 97.6 PSF' 118.8 PSF 93.6 PSF 106.1 9S 85795E 99.0 95F MI PSF 00.5 'SF L 69.9 PS 24690 L6-FT 199.81E 752.6 u - H 9L ` rnrr ry i� N• ID ' 2760In. 121.8 PS 96.3 PSF 120.6 3i 93.2 PSF 106.6 PSF 4 N,1 PSF 165.E PSF 1 83.4 PSF' 91.3 PS 723 PS 90.6 3F I 71.5: 95 76.1 PSF 60.1 PS _- 75.6 PSF L 59.6 PSF 729.161M 145,9 LB 6N.4 LI ,0 Ik ENGINEE 4 k.11P , EXPRESS r- : a , CORPORATE OFFICE, 1'0 160 SW 12th AVE, SUIT 6, DEERFIELD BEACH, FL 33 P(li7)75AME F 5M74)7540' ,,VVC E7 HELLOOOMINEERINGEXPRESS.COM • ENG1N' ENGINEE*INGEXPRESS.COM MR0'AVM M76 36 97.1 PS' 76.7 ►5f 97.1 PS: 76.7. PSF 850 95F I 67.195E 85.0 9S • . 67.1 PSF: 72.5 95F 57,5 PSF 72.8 PS 57.5 PSF 60.7 PSF 47,9 9S 60.7 PS 1 47.9 PSF 213.50 LO-FT 116.4 LB 572.610• '57 -i U.. 119.5 75F 94.3 PSF : 100.195E • 79.0 P5F 104 6 PSF 823 9S 67.7 PS 69.2 95F • 89.6 95F 70.7 PSF 75.2 PS 50.4 9S 74.7 9S A,9 PSF 627 PSF -} 1_ N 94.095F: 74,2 PS • 62.8PS i 65.395 62.295E I 64.9 PSI 72.5 PS ! 57.295E 70.5 FS 55.6 P57 62295E • 49.195E 50.795E 4643E 51.895E 49.5 PSF 246.901E-FT 289.2 L6 900.2 L0: 77( .4�," 54 1 . 30 " : f650 In. 72.3 PSF 5).O KF : MB KF 55.43E 63.2 95E - I 49.9 95E 620 PSF I 48.9 PS • 54.2 95E 42895E 53,2 PSF 12.0 0P 45.1 PSF 356 95 44.3 95E 1 35.0 PSF 229.10 16-FT 1459 LB 664.9 L8 649.6 1 • 1 IM 36 57.6 95E 45.3 95 37.6 95, 1 455 PS 50.4 95E ' 39.8 PSF 50.4 PSF I 39.8 95F • 43.2 PS 34.1 PSF 43.2 PSF , 34.1959 %,O PSF 28.4 PS 360 3E ` 28.4 95E 213.A 1.8-R 116.4 LS 601.7 La 603.7 U - 36 88.2 PSF 69.6 95F 728 PS • i 57.5 PSF 77.2 PSF 150.9 PSF : 63.7 95F 1 50.3 PS' 66.1 PS S2.2 PS 54.7 9S 1 43.115F 55.3 95F MPS; 415 PS 456 PSF - 1 36.0 95E 246.901E-R 241.3I8 960.5 u 104.8 Le : N • 69.4 PSF- 546 9S 60.3 PSF : 1 47.6 PSF 60.7 PSF 47.9 KF 52.8 PS I 4L7 PSF. 52.0 95F 41.195E 45.3 P5f 1 15.7 PSF 43.3 34.2 PS 37.8 PSF JI 29A KF 246.90 LW* 189.E La 617.61E 756.E L8 36" 30 6300 Na 573 PST 42.195E Sl.J PS i 40.8 PSF 46.7 PSF I 368 PSF 45.3 PSF ' 35.7 PS 40.0 PS 3L6 PSF 368 1 30.6 PS 33,3 3F 26.3 PS _.. 32.4 PSF 25.5 PSF .... 219.1018-T 145.9 U 721.4 LB686.11E 36 , 425 PS: 33.6 PS 42.515 • r 33.6 PS 37.2 PSF I 29.1 PSF • 31.2 9S ; 19.1 PS 31.9 PSF 252 PS 31.9 95F I 252 95r 26.6 PSF 21.0 PSF ... 266 PSF 21.0 PSF 713.50 LHT 116.4 U 650.81E 632E U 1 U 65,8 PS- 52.03E 53.8 PS . ( 42.4KF 57.6 PSF I 45.5 PSF 47.195 I 37.2 PS. 49.4 PO 39.0 PST : 40.495P i 31.9 PSF 41.2 PSF 32.595E 33,7 PS 26.695P 246.30111-FT 240.6 LB 10160LB 8633 L8 N : 52.0 PSF. 41.1 3F 44,7 PSF S PSF 45.5 95F 4 35.9 F . 39.1 PSF ! 30.9 ?SF 39.0 95F 30,8 PSF 33.5 9S ; 265 PSF 32.5 PSF - 25.6 95F 28.0 95F 22.1 PSF 246.90 LB -FT 169.6115 895.0 L8 804.3 U 4 u „ ]D , M00 ma 40.0 95F` 31.6 PSF 28.4 PS 30.3 PS 35.0 95F I 27.6 9SF 33.6 PSF 26.5 95F- 30.0 PSF 23.7 PSF 25.0 PSF 22.7 95F 25.0 PSF 19.7 PSF 240 95F , 18.9 PSF 229.10 LB -PT 1459 L0 757.91E 722.6 LB ' 36" I1.93i: 25.295 - 31.995E -351PS 27.995 t 21.0 PS 27.995E 21.0 PS 23.975E 169 PSF : _.. 23.995f I 10.9 PSF 77 77-7 7/ 777 777//l/// 213,50L8-FT 116.4 L8 659.9 L0 639.413' 26.7 PSF 240 PS? 29.0 PSF 1 I4 37.9 PSF 29.9 PS • 32.2 PSF-) 25.4 P5F JI.2 95F 262 KF 28.2 PSF I+ 22.2 PO 28.4 PST 22.4 ►SF 24.2 !SF } 9.1 PSF 23.7 PSF 18.7 95F 20.1 KF--'777 1155.99 PSSFF 246.901E-fi 189.8 LB 942.5 L8 65L8 LB 13530In. PSF 2 • 23777777/7�77777/7I 1643E 7/ {,/ / / / 1116.41E 652.5 % 231 PS- 18.395E • 23.275E t 18,315 20.33E 160'SF 20.3'SF ! 160P* Y/T%%%%%% 213.Au-FT 6890u. LB 36" STAND DEPTH: MAX FACE AREA (27601n0 - 11520148)7 FRAME QUANTITY (5-8: FRAMES) - LOAD TRANSFER 11011C INFORMATION UNB VERIFICATION FOR USE ONLT WITH MOST I PRECISION ALUMINUM PRODUCTS, INC. 1339 SW 1ST WAY DEERFIL BEACH, FL 33441 PH: (954)-480.6919 <i Li p < Zv .y ry E N a $ ..1:18 J LL i 1 4 g V7 < 9 U g MAY _. MAX FACE AREA' 8 FRAMES ' : MAX FACE AREA' UNIT 30 PRAMS 7 FRAMES RATIO. MAX FACE AREA : 6 FRAMES : MAX FACE AR A 1 5 FRAMES - STAND MEAN 16LY FACE ANCHOR TYPE: 1 OR 4 ANCHORS**, 2 0R 3 ANCHOR TYPE: 1 OR 4 ANCHORS NPE: 2 0R 3 ' ANCHOR TYPE: 10R 4 • A8ICI4ORS TYPE: 2 0R 3 ANCHOR TYPE: 1014 AN1/OR5 T9R: 2 06 3 MAX. BASE MAX 165E MAX. BASF MAY. SASE- ,,.........,„,,,.IUNITHEIGHT. AREA MAX ALLOWAOIE MAY ,-..1 to,. A UPLIFT 7.AX AUAWA81E MAY LATERAL LOAD A Bu MAX ALLOWABLE MAX LATERAL LOAD A UPLIFT. MAX ALLOWABLE:I lARRAL LOAD "AA A UPWA6tE MAX ALLOYYAStE1 41AA UTESAL LOAD ASP MAX ALLOWABLE1 942 LATERAL LOAD 1 MAX LATERAL ALLOWABLET MA% LOAD L' ABLE MAX ALLOWABLE MAX LATERAL LOAD I ALLY MOMENT (9) SMEAR(V) 11PlIPT (T) GRAVITY IC7 18 " 187.9 PSF: : 1483 PS 172.7 95F : 136.4 95F 1644 PSF 1 129.8 95F 151.2 PS ' 119.4 PS' 140.9 PS 111.275P 329.7 PSF : 302.4 PSF 117.4 95F 1 92.7 9S 108.2 PS. 1 05.4 PSF 246.9018fit 225.1 L8 576.3 L0 41101E , 24 • 148.0 95F. : 116E PSF 142.0 PS : 112.1 PSF 1293 PSF 922 95E 124.4 PS �96.2 95F : 111.0 95 87.6 PSF 106.7 P5F 1 04.7 PS 925 95 73.0 PS 89.0 95E ! 70.2 3E 244.90 US* 177.3 U 510.2 LB 435.2 U Y 24" 30 " 2760 in a 129.0 PSF 97.1 PSF 121.3 PO i 95.7 FSF 107.E 95F 04.9 PSF 106.2 PSF I 43.B PSF 92.2 PSF 72.8 PSF 91.1 PSF 71.9 95F 76,8 PSF 60.6 05F 76.0 PSF : 60.0 PSF 246.901E-FT 147.3 LB 470.6 U3 433,5 LD_ _ 76" 1 105,6 PSF 83.3 PSF 105.6 PSF 83.3 95F 924 PSF ' 72.9 PS 92.4 PS 729 PSF 79.2 PSF 62.5 K9 79.2 95F I 62.575E 66.0 PSF - 52.13E , 66.0 !SF S 52.1 P 246.901E-FT 126.5. LB 444,3 L8 433.5 LB 11I S PSF88.0 95E 80 1.E 1015 PSF 95 PSF 97,5 E 77.0 F MA PSF j 70.1 PSF : 83,695E 66.0 PSE 76.2 PSF PSF MP 550 PSF63.6 69.7 E PSF 50.2 PSF 246.90 L&HR 225.1 a 613.8 L8 • 478 516 :. N t 87.8 PS^ 69.3ISF 83.6 'SF-66 0 PS M.8 PS 60.7 PSF -• 73.2 PSF 57.8 KP • 03.9 PSF320 PSF62.E PS 19.5 PS 54.9 95F /9.3 PS 52.3 PS 41.3 PSF 216.90 LB -FT 171.3 LE 539.7 LB • 464.! U 30 " 30. 1 4650 : 57.6 PS 71.4 FSF_ 564 PSF 63895 __ 50.43E 62.53E 49.4PSF _ - 43.2 PSF 53.675E : 42.3 PSF 45.6 f5F '. 36.0 PSF 44.7 PS. I 35.3 P6F 246.901347 147,3LB 495.2 L8 458.1LB. M.. _-730PSF - 627 PS 49.5 75F 62.6 75F- • 49.4 95E 54.8:KF 43.3 PSF 54.8 9F : 43,2 95F ....54.73E 47.0 9S I 37.195E 47.0 95F I 37.1:9F 39.195E 30.915E 39.1 IV - 30.9 PSF 246.90 a -FT 116.5 LB 4654 L8: 454.61E 18 PSF F 60.9 95F 74.1 PSF: P5F 720: PSF PSF 56.8 F 64.9 PSF , 51.2 PSF 61.7 PSF 467 PSF 53,7IISF 43.9 PSF 51.4 PSF 40.6 PSF • 46.4 PSF - 36.6 PSF 246.90 LB-FT225.1 LB 641.3 LB 516.1 l8 - _ ' N 64.8 'SF51.2 PSF 61.2 95F: 46.3 PSF 56.7. PSF44.8 PSF - 53.5 PSF ' 423 PS 48.6 95E 38.4 PSF459 Kf . 36.2:959 40.5 PSF 33 0 PSF : 343 PSF ' 30.2 PSF 246.901E-FT 177,31E 569,3 LB 494.3 U5 30 36 • .� N. 53.8 PSF ' 42.5 PSF 52.3 9S: 43.3.95E 47.1'' PSI 37.2 9S 45.8 9S I 36.2 KF 40.4 PSF 31.9 9S 39.3 95F I 31.0 95F 33.6 PSF 26,5 PSF 32.6 95F " 259 PSF 246.90 u-FT 147,3 LB 519.7 LB : 482,7 LB 36 95 46 2 F. 36 5 PSP 45.9 P 362 PSF S' 40PSF9 31.9 PSF - 40.2 PS 327 PS: 34.7 PSF ' 27.4 PS PSF F I 27,2 PS 28.9 PS 226 PS • 28.7 95F 22.7 PSF 246.901890 126.51E 486.5 LB: 475.7 LB 18" 61.7 PS, I, 487P5F 550 PS: 1 43.4 PSF 54.0 F59 1 42.6ISF - 46.295E _ 3609F.._ 46.3PSF ....: 36.5 PS .__ 41.3 PSF- ..326'PSF -1- 30.K 5F - 30.43E : 34,53K F. ! 27.2F 246.90L84T 225.11E 688.9 u • 5536l8 N ' 48.6 PSF S 36.4 9 ._._.... 45.5 95F-. 35.9 95F 42.5 95F 23.6 PSF 39.8 PSf 33.4 PSF 36.4 PSF 268 PSF 34.1 PSF 95E 30.4 PSF 24.0 PSF • 28.5 PSF . 22,5 PS 246.90 U4T 177.3: La 5980 LB523.9 L9 r 30 43 " J : K 40.4 F. , 31.9 P5f 39.0 95F , PSF F 35.3 PSF 27.9 F 30.1 PSF I 26.9 PSF. _, 30.3 PS : 23.9 PS 29,3 95F 1 23.1 PS 25.2 PS 19.9 95F 24.4 PSF • '. 19.2 PSF 246,90164T 147.3: L8 544.3 LB 507.2111 • 36 " I .8 34.7 95F 1 27.4 PSF 34.2 PSF : 27.075E 30.3 PSF 23.9 3F 29.9 95F 23.6 PSF: 26.0 PS I 20.515E 25.7 PSF , 20,3 PSF 21,6 PSF 17.1 3F 21.4 95F • '. 16.9 PS 246901E47 126,5 LB 507.E L6 496.1 L8 SB " 354 9S ' 38.0 PS 39.9 PSF - 25.9 KF PSF PSF : 28.8 PSF , 22.7 PSF • 21.0 PSF 33.7 PS? 29.E KF 73375E ` 28.1 PSF . 17.5 PSF '- 20.6 PSF �16.2 PSF - 2469022E-FT 177.318. 7ffi4l8 553_4 L8 N" - 30 _1 •.-1 N 11520 IAA _ ..._35A PS ,- 38.0 PS 29.4 PS 23.2 MP 1299SF 25.i 95F � 159:KF 23.2 95E _ 11.3 31.b75FPSF �24.SKi_-,__ 25.3 PSF 24.5 20.3 3F MBPS " 221 PS 24.7 PSF I 19.5 PSF _;.., ... 26.6 PSF Ii1.O PSF 22.1 'SF ! 17.4 PSF 227427PSF 19.5:PSF 21.2 PSF 16.7 PSF % 1/J 1213F.. .;. 1)S3F /%J/%/J/J/ - 20.6 PSF I 16.23E /7/7, 77TF7/� y. 216.901D-fT 246.90 9-FT 377.3 t8 147.31E _ 6281u 560.9 L6 - 36• I - 25.3 PS I 19.9PSF : 24.83E ' 19,5: PSF 22.195E 174 PS 21.73E j L7.1 PSF //// /////////// /////P/ ! I// / ' / / / .// / / / /1/ / 246.9018-FT 126.51.11 528.71E 479.3LB 24 " STAND DEPTH: MAX FACE AREA (2208111R - 92161n!)Y FRAME QUANTITY (4-7 FRAMES) L04O : TRANSFER INFORMATION FOR USE WIN MOST ! STRUOURE VERIFICATION ONLY w $��t1 E MAX FACE AREA :7 FRMffi MAX FACE 4RA UNIT TO 6 FRAMES • FRAME RA110 _ : MAX FACE AREA : 5 FRAMES : MAX FACE AREA : 4 FRAMES 1 g� F j MEAN - HEIGHT UMR : I XE(GNT. ! : .MAY FACE AREA _- ANCI4OR TYPE: 1 00 4 _. :-.... MAY ALLOWABLE MAY - LAMM. LOAD ALLOWABLE UPL1fT ANCM085 TYPE: _.__-_. MAY ALLOWABLE LATERAL IRO 20R 3 !NX ALLOWABLE UPUfT ANCHOR OW: MAX ALLOWABLE LATERAL LOAD 1.OR 4.... ::119Y Au�1ABLL UPLLFi ANCHORS TYPE: 2 M 3 .... _... ...._ _- MAX. ALLOWABLE MAY LATERK LOAD ;ALLOWABLE UPLIFT ._ _.._ANCHOR TYPE: 1014 - J MAX ALLOWA6lE MAY LATERAL WAD 'A3LOWABLE. UPLIFT - _._ANCHORS ME: 2 OR 3 _.�.___..• BLAB ALLOWABLE MAX RATERµ LOAD ! ALLOWABLE UPL1R : ANCHOR TYPE: 1 OR 4 MAX ALLOWABLE' "A" .. LATERAL LOAD ALmin.IF min. ......._ANCHORS TYPE: 2 OR 3 MAY ALLOWABLE 1"'A _ LATERAL LOAD Al1AWA0lE UM1fT 629E MOMENT(") - MAX.8421 SHEAR(V) .. MAR, UPLP7(T) MAY. M5E G"WY'(C) R(q iSIS , 1111 E S g - 8 a le ' '' 200.095E 157.83E 1873 PST 147.93E 90.83f 149.0 PSF - 160,7KF 1M8KF 157.3VSF_ ' 124.295E 134A OSP 1105.8 PSF 125.83E .99.33E ,._ 107.3 PSF M.73F 246.9011FFT N12u 8N,9 L6 _ 68121E _ 1,.. - `--) ... - 1 6, PSF 136.E 3F .. 1545IS 7 121.43E 148. 1485 PS 3-----'- 117.295 132.595E 104,695E 323.7 PSF 1 97.795E 310.575E I el:i 75F 99.0IS Ml PSF B0.5 PSF 69.9 PS ]46.90 t8iT IB9.8U ]Si.eU 661.91E 1 24 . 30" I -M"- I : - 220E In.iiiig 1332 P5F I 106195E 106.3'SF . 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' 21.0 95E 263 PS-. 21.0 PSF 213.50 u-FT 116.4 L8_ 632.01E 632.8 LB _ armorl raesms erase ' 38" 1 :: ,....,..5L3.PSi }1 96,E 9S . 56,995E 44.9PSf__ 58.E !SF J 48.9PSF 46.4 PSF 38,6PSF^_ -_- 6L.7 95F 46615E 48.7 75E 38_5PS.__:419PSF : _ 50.195E 39.18P5f v,1P�'. • 95•5 PSF ( 990.6 75E _. 42 1 PSF .1 33,2.9N _ • 349*0S 1.77.ii. . 241.2 95E I., 3225 PSF .._ 32.5PSF ;' 25.6PS _._ 33.7 95F: 4. 26.6 PS 29.0PSI . 22,1PSF 246.301R'4T 246.90L8-FT 240,610....- 1K.816 1016.916 496.2ie.......iu.3LB:... st3.3 U 15' 480 ...- 42 6720 Ma 1 •- 43.7 PS 1 34.5 PS 41.9 95F : 33./.1 PSF 3).5 PSF 29.6 PS ... 36.0 PSF : •4 Pft ....sdb_P6R _l ..g•: •11.2 3F . 7� PS` • 30.0 Kf� 1.22Y 25.0 PO :. 19.7 PSF 2244.00 05PT ' 38.9 PSF 229.9 u-FT 145.9 LA 759.1 L8 722.6 u. %fin 34.99E ! 27.5!SF ' 34.9 PSF 27.595 29.995 23.6 PS 1 29.915E I 23.WSi •24.9 P5[ 1 : • 24.a3F •1.19. 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PS 213 PS % 17.2 95E 228 PS 0 PS ' 31.6 9S /"i77 // /// 17./ T// / i�! //- 229.9 tE-FT A��KF � 213.50 LB -FT N5;9 u 116.4 LB 795.75 ]95.5 tB' 690.21E n3.1 U 646,0 U. • • • • • 9 61. • ...'• • • . • • • • • • • • • • • • • 96 • • • •• •• • • • •• •• • • • • • • • • • • • I : 11HD" STAND DESIGN SCHEDULE CONTINUED j( 1OD1uN5f�;;„;�,USE ,,;Mp6� �',� i ►.� _ id. r i 36 :STAND DEPTH: MAX PACE AREA 22061n2 - 9216hs FRAME 4-7 FRAMES : : _ STRUCTURE VERIi1GTI0N ONLY sc."- MAX: MAX FACE AREA: 7 FRAMS - .. UNIT TOFRAME NAYFAGSXX5'6ESSEC RATIO BMX FACE AREA :5FRAME :: F . 13CiE lOj I/ /i 6 37¢� y v , - momA% MFA(>; ANCHOR TOTE:1014 AMOIDRS TYPE: 7Y ANCHOR PE:SOR4 : AN04065 TYPE: TORT ANCHOR TYPl: SOFT♦ : ANCHORS TYPE 2063 :ANCHOR TYPE :f08.4 ANCHORSTYPE: 2043 MA%1SNGR 685! MAX.YMIF7 M1. cLeM 1 war ' 'lima AREA in MAX ALLOWABLE I A% ALLLXMABLE LAISPAL LOAD I up., - MAX ALLOWABLE LATERAL WAD INWAX ...pm...pmALLOWABLE UPLIFT MAX ALLOWABLE : LATERAL LOAD I :. MAX UK1i MAX ALLOWABLE LATE AL LOAD: M ALLOWABLE U Mup.„.: MAX ALLOWABLE LATERAL LOAD MAX : pa...LP up.,.LABK - MA% IRA% ALLOWABLE ALLOWABLE , TLOAD ; up., MAX ALLOWABLE 1ATEPAL LOAD MAX ALLOWABLE up., M NA% E : MAX ALLOWABLALLOWA0E LATENT. LOAD LOAD ':,, ..„ MOM¢RMAX.BASE (M) MEASE : (n riRA * i : f 200.0 PSF 11571126E 188.9 PSF : 149.1 PSF 176.1 PSF i 139.0 PSF : 162.0 PSF 327.9 'SF 146a f5F 115.9 KF 135.16SF 106.7 !SF 117.4 "SF j 92.7 PSF 106.2 PA ' 85.4 PSF 246.9013-FT 225.1 l8 575.4 L8 - .4 L8. 34 ' 1619 PSF, u7.6 FSF : 135.3 PSf : 122.4 PSF 139.7 PSF I 1095 PSF 171.2 FSF : i SOS.1 PSF _ 115.6 PSP I _ 91.3 PSF _ 11L1 FSF 8] 7 KF _ . _ :92.5 KF 73.0 FSF _ M:O ISF ]O.2 FSi 316.901E-R 177.3 LD_ __ SSIA 11 -"�f " I1a:_ ._ rTw T ` _ _ 70` N"- -2�W� ,,, 4 S. ..._.. 13/.S 'PST' 'IO6.2 Ki 372.6 PSF: 201.7 FSF 117.3 PSF •91.0 RP : l3lJ PSF :; 39.8 PA %.t K: 75.4 PSF 94.E KF 71.9 PSF 76.E PSF I b06 KF l6A PSF 60.0 PSF N6.%IB+T 14).]I3 4733 le L4 36 - 13.53 PSF 1 91.2 PSF 113.5 KP 913 751 99.0 PSF 76.1 PSF 99.0 PA I 78.3 P•vF 82.5 PSF 65.3 PSF 82.5 26F 63.1 PSF 663 PSf I 513 PSi 66.0 PSF 52.175F 216.90 U-FT_ 1$.5 US 443.5 LB 1 CORPORATE OFnCE 0 SW 12th AVE, SU EERFIELD BEACH, FL 31 .:-.:P:rys4)u+.aro P(ss4) i4S43 E: .001ri�'' ENOINEERINGEEPRESS.COM 16 I . 121.9 61F 96.3 PSF : 110.9 PSF 87.6 PSF 104.5 PA :82.5 PSF : 95.1067 I 75.1 PSF 17.1 P5F i 60.7 PSF : 79.4 P5F 62,6 65F .69.7 26F 1 55.0 26F : 63,6 PSF ' 50.2 PSF 246.9011-FT 225.1 LB 613.016 471. ' • 211 %.1657 75.8 PSF 91�F • 72.1 P57 62.3 'SF : :63.0 PSF 7/A 75F I 61.9 PSF 68.6 PSF ; 54.1 PSF 65.4 PSF 51.6 PSF PSF 54.9 F 43.3 PSF : 52.3 PST I 41.3 PSF 246,901E-R 177.31B 340.91E 464'p ,1, 711 ..� 30"' 37Z0 N' 79.6 PSF 63.0 PSF: ]8.1 PSF 61.7 PSF 661 PSF ; 51.0 PSF 67.0 PSF 519 PEP. 57.0 PSF45.0 PSF _. 1 55.9 PSF� M.1 PSF :0.6 PSF j 360 PSF M.1 PSF : 35.3 PSF 248.50 U-FT 117.3 LB 4%.t LA 458.1 J f 36 " ` 68.5 PSF ; 54.161E : 60.4 PSF : 54,0 PSF 58.7 PSF i _- 46.4 PSF : 58.7 PSF ' 46.3 F 443 PSF 30.6 PSF - 43.9 PSF I 34.6 F -39.1 PSF 1 30.915E 19.1 PSF ':. 30.9 PSF 246.9019-R 126.5 LE 1E 466.6 454.6 La 1 1S " 90.0 PSF I 710 PSF 83-0 PSF • 64.0 'SF 77.1 PSF 60.9 PSF 69.5 PSF 54.9 PSF 64.3 25F I 50.7 PSF 58.0 61F 1 45.7 PSF 51.4 PSF ' 40.6 PSF 46.4 61F i 36.6 PSF 246.901641 2251 LB 652.5 LB 516.1 L8 24' 70.9 05P $6.0 PSF 66.9 PSF : 52.8 FSF 60.E P5F : 48.0!SF 57.3 PSF 45.3 PSF 50.6 PSFPA40.0 F- 47.E PA37.7 PSF 40.5 PSF • 32.0 PSF 38.3 'SF 30.2 PSF 246.901E-FT 177.3 LB 570.5 LB 495.3 Ll .....i ]6"' : 5040 In.: 58.9 PSF 463 PSF : 52.2 PSF 45.2 PSF 30.5 PSF 39.8 PSF : 49.1 PSF 36.7 26F 42.5 PSF 1 773 PSF _. 10.9 PSF 3 i 32,3 KF -3 PSF J.6 y M 65F 5 F 25 R 8 26 ! 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LOAD TRANSFER STRUCTURE INFORMATION VERIFICATION FOR USE OIa1 WITH HOST PRECISION ALUMINUM PRODUCTS, INC. 1339 SW 1ST WAY DEERFILED BEACH, FL 33441 PH: (954)-480-6919 n oo v N - N 001 d Ijl f`�F 1`{- S a 'Uy X _ -- I MAX MAX FACE ARIA : 6 FRAMES MAX FACE AREA UNIT TO FRAME 5 NAMES RATIO MAX FACE AREA : 4 FRAMES MAX FACE AREA 3 FAAM65 ',.srmo 1 MEAN MAX FACE ANCHOR TYPE: 1OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE: 1 OR 4 A8060PS TYPE: 2 OR 3 A8CMOR TYPE: 1 OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE. 10R 4 ANCHORS TEE: 2 OR 3 MAX. BASE MAX.. BASE MAX. SASE MAX. SASE MEISMIT UpR HEIGHT • 1 AREA I MA% MAX AVOWABLE LATERAL LOAD ALLOWABLE I UPLIFT ` MAX MAX ALLOWABLE 1 LATEAL U340 'ALLOWABLE i UPLIFT 1 MAX MAX ALLOWABLE LATER. LOAD ALWwAMI•LATERAL UPIIFf �. MAX MAX ALLOWABLE LOAD (ALLOWABLE UPLIFT MAX ALLOWABLE LATERAL LOAD MN(' ALLOWABLE UPLIFT MAX ALLOWA6IE KM• LATERAL WW2 ALLOWABLE UPLIFT - t4AX MAX ALLOWABIl LATERAL LOAD .ALLOWABLE UPIIF! •.__-MA7t..,..... MAX ALLOWABLE LATERAL LOAD ALLOWABLE IlPl1FT MON64R(M) SMEARM UPLIFT (� GRAVE"(C) 18 200.0 85F f 357.8 PSF 200.0 PSF 1 157.8 PSF 200.4 PSF 357.E PST 170.4 26F I 140.9 P5F 167.8 PSF 132.5 PSF 1419 PSF . 112 8 PSF 125.6 IMF .. 99 3 65F 107.3 25F 94 71 SP 246 90 L8-FT 241 3 L8 63] 0 LB 684.2 LB 21 -__..... 3%.0 65i 1563 PSF S76A 75F 139.1 PSF ..___.._.__ 165.0 7SF 330.3 06F U7.1 PSF 116.1 PSF S12.065F 1012 65F 17_. 117.! 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I18 FSF 0 0 KF 23.1 P5F: 0 0 PA 213.5018•17 116,4 LB 66171E 628.218. 18. 45_8 PSF . 36.10A - 45.8 65F ; 36.1 PSF `_ 45676E 361 65F 40.2 PSF ; 31.8 PSF ... 39.4 PSI 31.1 PSF ... 32.2 65F 25.4 PSF 29.6 PSF . 23 3 PSF 24.2 25F 19.1 KF ��"� 242.50 US FT 236_9 LB 3057.4 LB 913.4 LB 34" 46825E 361ISF - 90365E V 21.7 PSF 39,5 PSF 31.2 PA 33.5 PSF - : 264 PSF 31.6 PSF 24.9 PSf ]6.825i 2L3 PSF 23.)PSf 20._. 16361E 20.180E 15.9 PSF 216.901E-R iB9.8lB 9130LB 851t18 I0' I +a 6912 h3 36.4 PA : 28.8 PSF 29.165E : 22.9 PSF 34.6 PSF 1 27.3 PSF 30.4 PSF :24.0 PSF 29.E PSF.-.... 7.. 22.9KF..•--- 24,206E ' 19.106E : 2B9 PSF _ ' 22.7 KF 24.3 PSF _ }- 19.2 PSF 24.226E-1119.1 PSP f/////T/////////J/'//////V/7///�/i///h- 23.1 PSF 33.2 PA ' /'//1 �/ {/�c/ 1 ,F/ 229.3016FF 313.5018-FT 145,9 L8 116.4 LB 797.21E 691.91E 725.3 LB 637.01L 36" STAND DEPTH: MAX FACE AREA (16561n9 - 69121n2)7 FRAME QUANTITY (3-6 FRAMES) : : - : LOAD TRANSFER tNf017A7104 FOR 115E WIN MOST 571WLTY6E VERIFICATION ONLY G ,A ,A 14 1g $6 a @ 3p¢6(� fill j MAX 3AX FACE AREA : 6 FRAMES - UNIT TO FRAME MAX FACE AREA : 5 FRAME - RATIO MAX FACE AREA : 4 FRAMES WAX FACE AREA : 3 FRAMES: :: : : ..'AD MGM MAX FKE ANCHOR TYPE: 1 OR s AROMA TYPE: 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCHOR$ TYPE: 2 00 3 ANCHOR TYPE: I OR 4 A6CHTA5 TYPE: 2 OR 3 : ANCHOR TYPE: 1 OR 4 ANCHORS TYPE: 2 OR l MAX: 8A53 MAX BASE MAX. BASE MAX. SASE B1 @ @- R( C iS �q - C ��kL p■ 1 j N UNIT HEIGHT AREA LATERAL L Al m 1157.8 �X. LATERAL LSE : M : )AX LATERAL LOAD 11311 AL AABIE MAX ALLOWABLE LATERAL LOAD MAx 0. MAx mAX ALLOWABLE I � LATERAL LOAD .. MAX ALLOWABLE TERAL LOAD NAX MAX ALLOWABLE NAX T91AL LDAD ALLOWABLE wax - MUTEPAL LOAD MOMENT (MI SMEARM .. UPLIRm GRAVITY(0 441a6:' S6:„ 200.0 25? 95F 200.0 PSF . 357.8 06F 195.7 PSF 15,15 PSF 179.9 PSf 142.0 PSf 156.5 P% 1 123.6 PSF 144.1 PSF 113.7 PSF 117.4 PSF - 92,7 OSP 106.2 P5F 95.4 PSF 246.901E-1. 215.11E 576,91E 441.0 Ul ; 1850 P5F 146.E PSF_ 153.7 P5F 1213 PSF. 177.4KF: : 110.165E 151.5 P5Fa 119_665T 154.2 P% 1217KF 1283PSP 11011 PSF 147.9Ki 126.3KF ' 116E PSF 9 7 SF4 173.306F_1. 97.4PSF '�12.5.6f I_60�PSF 118.5 PSF_____ 9].5Kf �__141.1 KF•«79.8 PSF : 92.5KF 73.0KF ,76.876E I60.6KF 119.0 PSF 70.2KF 76.076E R 60.0KF 24690L8-FT 246.901b7 177.3L8 147.313 513.01E 473.4 La __ 435.2 La30 UI5 Li tt i : / ! ! . tilDE165E •r 16i iE G F 8■■!! 131025/ 104.261E 332.0 PSF 1 106206E 110.006E 86.E PSF 1f0.0 PSi �16.B PSF •8.0 %f • �.1 r.O PjF 69.4 PSF -66.0 PSf: 511 PSF 66.0 PSF 51106E 246.%lbiT 120.5L8 447.11s 433SLAj it 139.4 PSF : 310.011SP 1 126.7 PSF 100.061E 116.i 26F 1 91.7 KF 105.7 PSF •63.4 PSF 02.9 PSIy • 43.3 AEF : B v.6 ! 66:8 Kf . 69.7 76E 1 35.O PSF 63.6 06E 50.275E 246.901E R 225.1 LB 614.6 L6 478.5 La , 24 •" P5F_F 86.7 P5F : 104.4 P5F : 82 475E 91.3 Kf t . 7.2 65E 87.0 PSF . 607 PST , • /3.296F • 9T.Br6I , • 7 p�F55.0 PSF 54.9 KF ' 43.3 PSF 52.3 KF 41.3 PSF 246.9016R 177.31E 512.51E 16491E . 27%109.8 _._ 93_206F -.- #_ 72.025? 89285E 704 PSF 76.006E 160.0 PSF 74461E ' 3670SP __410_6$5 •-i_..`0.0.gp7 • :.•..... •6PSF 47:065F 45.6756 ._ 36.0 PS, _.. 44.7 PSF , 35.3PSF 246901E-T 3473 La 496.0 LB 458.11E 36 - 78.3 06SF F � bl.a P 18.7 PSF : 613 25F 65.3 PSF � PS 515 F 65.2 75F •5.1 PSF • • i2.2 K` . 41i PSF � 2 T;F' 432 PSF 39.1 KF 30.9 PSF 39 1 F j 30.9 ISF K 246 90 LE-R M 1.3 LB 480.21E 4546 iB 18 ^ i 102.9 PSF 61.2 PA 92.6 61P : 73.1 PSI 857 PSF 67.7 PSF 77.2 PSF 60.9 06F 60.6 PSF , 54.1 PSF • B,! 46.8 PSF 534 PSF 40.6 PSF K.4 PSF 1 36.6 PSF 246.9013•FT 225.1 LB 654.11E 516.1 US 24. _1 ,- 810.95F L 64.0 PSF 76.4 PSF ' 60.3 PSF 67.5 PSF : 53.3 PSF 63.7 PA 50.3 PSF 54.0 PSF '- 42.6 PSF ' 53.0 PSF 403 76F .40,5 25F 32.0 P5F ...._.............. 38.3 KF ... 30.2 75F 246:90 L647 ._.. ..__ 177,3 LB 572.1 L6 .......___.-. 494.3 LB %„. 30 3T80 M+ 63.3 PSF 311 PS, : { 65A PST : j 31.E PSF . 561 PSF A.l R ,..._. ..._. 94.5ISi 4JA PSF M.9 PSF 35A PSF _...... 43.E PSF 34:1 PSF 71.E PSF 16.5 KF 2619 8 72.E PSF: 25.9 PSF 2A6.90 t8-R 347:7 LB 5215 L8 1817 L8 meow •17BAI9 Ems" 57.8 PSF 45.6 P56 : 57.3 PSF 1 45.2 PSF 44.2 PSF 34.0 65f 47.8 PSF 37.7 PSF 38.5 PSF I-2a 30.479� 38.3 PSF 1 30.2 PSF 22.85F '9 75F E 21.7 PSF 217 PSF 246.9018kT 326.5 LB 489.3 LB 475.718. 77.1266 : 60.9 PSF • 68.7 70? ; 54.2 PSF 61,3 PSF I 50.7 65F 573 PSF • 45.44_. 51.4 402� PSF 45.9 KF 36.2 06F 365 PSF 30.4 PSF 34.5 PSF ' 27.2 06F 246.90 TB -FT 225.1 LB 691.7 LB 553E 18 15-2480 24 - 60.E PSi i 48.0 61F 566 Fs, : ' 44.8 Pa 50.6 PA I ' 40.0 PSF - 47A PSF•. • 37A W.5 321) PSF - 37Ti6F '1 29.9 PSF 30.4 OSP : 24.0 PSF : 28.5 PSF: 22.5 06F 246.90 LB -Fr 177.3 LB 601,7 LB 523.9IS- 30 _ 1 u 7040 WI. 50.5 PSF 1 39.8 P5F 467 61F , 38.4 PSF 42.3 PSF 33.2 PSF 40.6 PSF. • 32.0 33.6s`5F • 5 PIF 1�2.5 �F • �;6 PSF :35.2 PSF :: 19.9 PSF : 24.4 PSF: 19.2 PSF 216.90 36-FT 14]:l LB 547.3 LB 507.2 lD SCAM 35 1 43.3 PSF 34.2 PSF 7 42.7 76F ' 33.7 PSF 361 PSF 23.5 PSF 1 35.6 80F • 26.1 .-I� .�7776666 - `E1-8 P - -14 •1 211.5 PSF 21.6 PSF i 17.1 PSF I1.4 PSF 16.9 KF 246.901B-FT 126.5 L6 510.41E 4968,E . { 56.1 PSF 1 44.2 KF 49.6 PSF 1 39. 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BASE M . - MEIGNF , HEIGHT • j - AREA MAx MAX ALLOWABLE ALLOWANt LATERAL LOAD ! UIIJFT MAX *LW" 106LA LATERAL LOAD . . MAX- I ALLOWABLE I { { :: NAX IIAX ALLOWABLP A. ORME1.E LATERAL LORD I : , �L1Ff MAX ALLOWABLE : LATERAL LOAD MAX ALLOWABLE up, i IRA)(: MAX Al10WA00 j . ALLOWABLE LATERAL LOAD ' UMIIT , MA% Mr ALLOVlANE ALLOWAGL ATERAL LOAD I U .T MAX MAX ALLOWABE �' ALLOWABLC 1ATEHAL LOAD min. 1{ MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE IIPLw,. ROOMY (9) SHEAR (V) UPLIFT (T) GS% _ _ * 18 1 2010 Kr ! 1371 PS, 200A PSF : ! 157.8 PSF 200.0 PS, : 157.8 PSF : 200A PSF 1574 PSF 180.8 PSI 1149.0 ISF 160,7 !SF I 1261 'SF 125.8 PSF ! : 99.3 PSF 107.3 PSF 84,7 PSF 246.901D•PT 241.2 L8 838.9131 f9 C err /TF (71 N'_,1 200.0 P5F 157.E P5F 2001 PIP : 1157.8 PSF 190.0 PSF 154.3 PSF 176.4 PSF 8.3 PSF 148.5 OSP T 117.3 PSF 1321 KP , 109.E PSI "'- 99.0 PSF 76.1 KP tt.5 PSF 69.9 MP 246.90US-FT 189E LB 755.5 LB Z4" 11041Ra L%.3►SF_-ISO_2 PSF • r 119.E PSF IR.4 PSF : 15.9KF PSF 1189 PSF f1.1KF 90.i PSF 1U.191F __I 89:31-5 ___:76,1/SF :60.9 PSF 75.EPSF ' $6FSF 239.015-FF IAALA 6531LA y� S7 • ra .. EXPRESS, CORPORATE OFFICEi: r D SW 12th AVE, SUIT ila EERFIELD BEACH, Ft 354J •. P. f/S4) ME* R 1554335VOM3 b/ Hf A0Hi ,, 4L ENOINEERIN EEPRE95.00M CRT CIPNAH1RRE ]6' i I31.9 PSF 3191 PSi ISCS/9F 1511 PSF• • 319.t PSF 321A PSF '..95.9 P5P LUA f2i4 PSF � 95.9 PSF 91.1 PSP � 7L9 95i 91.3 PSF ' 71.9 P6f 60.] PSF .: 17.9 06F 60.] PSF 47.9 PSi 233.9D LA-R 316:4 LA 577.7 LA 5]! _ _ 18" I _ 142.9 PSF ' 112.8 PSF 142,9 Psi ; 112.8 PSF 142.9 PSF { 1121 PSF 125.1 PS1 96.7 PSF 112.0'.PSF + 88A PSF : 93.9 PSF Y 74.1 PSF 74,7 PSF .: 58.9 PSF 62.7 PSF 49.5 PSF 246.901S.FT 2422 L8 899.2 L6 744. 24 142.9 PSF 112.8 Psi 1292 PSf ' 102.0 PSF 1173 PSF : 92.8 P5F � 103.4 F PS 826 PS9 88.1 PSF • 69.6 PSF . 77.6 PSF 1 61.3 06E 5R7 PST ! - 46.4 PSF 51.6 PSF 40.9 PSF 246.901bF7 189.815 S02.9 L8 700.4 L 30" 30" ! 11160 Ma'. 1i3.9 PIO - , 892 KF 1303 PSF { 1 87.2 PSF 90.3 PSI ! 71.3 PSF 88.4 06F 691 KF 67.7 PSF I 533 KF 66.4 PSF i 524 PSF :45.1 PSF i - 35.4 06F 44.3 PSF 35.0 PSF 229.10 L5-FT 144.9 L8 689.9 L5 649.6 US 7 A i 36" ' 90.11SP I 71.1 PSF 90.1 PSF ! 71.1 PSF 72.1 'SF i 56.9 PSF 721 KF 56.9 PSF 54.0 PSF I 416 PSF - 54.0 PSF ' 42.6 'SF 36.0 PSF i - 78.4 KF 76.0 PSF 213.4 PSF 213.5013-FT 116.4 L6 606.8 L6 603.710: ft ` 97 lose ' 108.8 PSF 97 1 PSF I 19.7 PSF 971 Fs, i 87.0 PSF 90.9 PSF 711 PSF 12.7 KF * 65J PSF - 68.3 ►SF I 53.9 PSF -55.I PSF _ - 43.5 Psi, 45.6 PSF 36.0 PSF 246.90 LA -FT 241.211 965.5 L8 604.8 LB 21 9]3 PSF j 85.E PSF 94.1 PS y 74.) !SF 86.7 PSF I 6R5 KF : ]SA PSF 59.5 PSF 65.0 KF ; SIJ PSF : 36.E PSF N:6 PSF '43.1 PSF _.+_ 34.2 PSF 37.8 KF 29.8 PSF M8.9011-Ff 1191 LB 652.E L8 756.8 LB -- 36' 30 3526 Na t3_3 95F65_1 PSF. 1 S0.7 PSF i 63.7 KP 66.7 PSF 52.6 PSF 64.E P1F 51.0 KF 50.0 PSF ' 9.5 PSF : 443 PSf 4 38.3 PSF .... 33.3 KF 26.3 PSF _.. 32.4 PSF 25,5 PSF 229.10 /5-FT _.. 145.9 LS._._ ... 726.4 L6 666.1 L9 _. 36 66.5 PSF ' 52.3 PSF - 66.5 Phi 31$ PSF ....... _ 52.3 PSF '. 410 KF 53.2 PSF 110 P5F 79.9 PSF I 71.5 PSF 9.9 PSF ! 71$ PSF 366 VSF I , 21.0 PSF 26.E PSF 7L0 Ki 213.50 1.8-Ft 116.4 l/ 635.9 l0 872A L8 1B2 67 5 P5P ft.,. PSF PSF , 66.3 PSF Ens PSF 64.9 PET 67.2 'SF 53.0 PSF 61.7 KF 4 48.7 PSF : 50.4 PSF . 79:8 PSF 41.2 PSF :. 32.5 PSE 33.7 PST: 26.6 P5F 246.3011-FT 240.6 LB 1019.719 663.3 US 34 67 5 PSF 64.2 PSF _67.5 67 5 KI 55.0 PSF 65.0 PSF ' 513 PSF 55.8 PSF 44.1 PSF 48.8 PSF 38.5 PSF 4L9 PSF • 33.1 KF 32.3 PSF .' 25.6 KF 28.0 PSC 22195i 246.001&FT 189.811 900.1 L1 804.3 LA 42" 37601Aa . 1 1//////// �5011-R 36 49.806E 9.3 PSF 49.8ISi 39.3 OSP 39991E 31.5 PSF 39.9 PSI 31.5 PSF 29.9 P50 23.6 PSF 29.9 PSF ! 27.6PSP V/////4 //// 116A1B 665.015 616.9 L1 ]8" 45.6 PSF I 36.1 PSF 45.E PSF 1 36.111SP 45.8 PSF 36.1 PSF 45.E PSF 36.1 PSF 44.3 K7 ` 350 KF 36.2 PSF • 28.E PSF 2A6 SF,.....,,,f 23_3 PSF.............. 24 ;2 PSF 19.1 Mt 242.50 LSPT 236.9 LD 105R7 I8 931.4 LB 458 PSF j 36.1 PSF KS PSF 36.1 PSF 45.8 KF ! 36.1 KF : 461 PSF 31.7 PSF 35.5 PS 2R0 ►SF 30.3 Ki 23,8 KF 27.7 PSi ' 39.7 PSF 20.3 %% 15.9 KF 246.90 0540 189.0 LB 9415 LS 851.8 LS t 39 N 4608 Ma 45.6 PSF 1 36A PSF • 43.2 PSF i 34.1 KF 16.4 PSF 1 28.8 PSF 34.6 PSF 27.3 PSF 27.3 PSF 1 226 KF : 25.9 PSF I 20:5 KF / /{) 77F // . 7 _{/ 229.10184T 145.91B 799.4 L6 714.111 1 36" 1 36.3 PSF 25.7 PIP %-3 PSF 38.7 PSF 29.2 PSF I 22.9 PSF 29.1 PSF 229 91F 21.6 PSF t 17.2 PSF 2L6 PSF L 17.2KF / / // ' / i7 1/ 7 - 213.90 LB -FT 116.411 696.1 LB 646.013-... . 36". STAND DEPTHS MAX FACE AREA (1104463 : - 46081n.), FRAME QUANTITY (2-5: FRAMES) - LOAD. TRANSFER INFORMATION FOR USE WMH MOST STRUCTURE VERIFICATION ONLY PRECISION ALUMINUM PRODUCTS, INC. ....1339SW1STWAV DEERFILED BEACH, FL 33441 PH: (954).480-6919 ALUMINUM NC STANDS HVHZ & NON-NVHZ APPLICATIONS FLORIDA BUILDING CODE SDCTH EDITION (2017) PRODUCT APPROVAL FLE16921.1 j i MAX PACE AREA : 5 FAME - MAY FACE AR_T : 4 FRAME UNIT TO FAME A110 565 FADE AREA : 3 FRAMES - MAX FACE AREA : 2 FRAME AX STAND HEAII - AX PACE ANCHOR TYPE: 1 OR 4 ANCHORS: TYPE: 2 0R 3. ANCHOR TYPE: 1 OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE: 10R 4 AN0BON4 TYPE: 2OR 3 ' ANCHOR TYPE: 1 OR 4 ANCHORS TYPE: 2 OR 3 MAX. BASE MAX. 895E MAX. BASE MAX. RASE ' CLEAR I HEIGHT Limn NIGHT AREA MAX ALLOWA6LE• AX LATERAL LOAD :A310WABlE UPLIFT MAX ALLOWABLE I MAX LATERAL LOAD �AOWABLE UPLIFT MAX ALLOWABLE I AX LATERAL LOAD ALLOWABLE ::IIKffT MAX ALLOWABLE LATERAL WAD I MAX ALLOWMIt UPl1R MAX ALLOWABLE ' MAX !Amu. Lao IAOWABLE U0.IFT MAX Al1OW'ABLE LATERAL LOAD f AX A1117LVMLE CAPLET MAX ALL0WA61E I - AX LATERAL LOAD iA110WA81E URSFT NAX MLOWABIE mAx LATERAL LOAD ALLOWAME UFLIIf . MOMENT (M) SHEARER UFLL0T (T) GRAVITY (C LA " 200.0 PSF : 157.8 PSF 200.0 KF: I 1573 PSF 200.0 PSF I 1571 PSF 200.0 PSF 1571 OF 176.1 PSF • 19.0 PSF 162.0 PSF 127.9 PSF 117.4 06F I' 92.7 MP 108.2 PSF : 85.4 Kf 246.901641 225.1 L8 575.4 Le 441.0 SS " 200.0 PSF : 157.8 P5F - 200.0ISi ) 1571 PSF 185.0 PSF : 146.1 PSF 177A PSF 140.1 PSF 138.7 PSF t 109.5 KF 133.2 PSF I 105.1 PSF 92.595E r 73.0 PSF 89.0 PSF ! 702 PSF 246.9016-:T 177.3 LB 513.0 LB 433.2 L0 -24 1 24 '30" 1204 Mal 192.2KF 151.7 PSF 19.2KF: I 119491E 153.7 KF 121.3 PSF 151.595E 119.695E 115_3:KF t 920ISF 113.791E { 89.8 PSF 76.1 KF y 601PSF MO PSF I MO PSF 246.90L3-FT 147.3 LB 475.7 US 433.5 LB: 76 " 165.0 PSF i 130.3 91f 165.0 PSF j 1303 PS, 132.0 PSF 104.2 PSF 132.0 PSF ! 101.2 91F 99.0 PSF • 79.1 PSF 99.0 OF !, 76.1 PSF 66.0 KF • ' 521 PSF 66.0 PS0 1 52.1 PSF 246.90124T 126.5 LD 449.4 LB 433.5 LB 156.4 PSF ! 123.5 PS6 156,4 PSF ; 123,5 PSF 139.4 PSF 110.0 PS F 126.715E I 100.0 KF 104.5. PSF : 87.5 ;SF 95.1 PSF { 75.1 PSF 69.7 PSF : 55.0 PSF 63.6 PSF ' 502 PSF { 246.901E 2.-FT 5.1 L8 616.6 LE 470.531 137.3 PSF i 108.3 P5f 1304 PSF r 1010 PSF 109.8 P5F F : 66.7 PSF 104.4 P I 62.4 PSF O 82.3 65,0 F 78.4 PSF , 61.9 PSF : 54.9 PS, ' - 43.3 PSF 52.3 PSF 4L3 PSF 24E101S.PT 177.3 LA 5441 LB 46t 1 LA 70:" I M 1660 a - 114.0 YSF ! 90.0 PSF 111.5 MP i S&0 95F 91.2 PSF 72.0 PSF 89.2 Kr 70.4 PS, 68.4 Kf 54.0 PS, 67.0 PSF ' 529 PSF 45.6 PSF ' : 36.0 PSF 44.7 PSP I 35.3 066 246.90 LA -FT 147.3 LB 500.2 L5 458_105 36:" 1 97.9 PSF 77.3 PSF : 97.7 PSF 77.1 PSF 7&3 91F ! ' 61.E 91F 7&2 PSI 61.7 PSF 55.7 PSF 46.4 PSF 58.7 PSF I 46.3 PSF 39.1 PSF '. • 9 9 PSF 39.1 PSF 1 30.9 PSF 246.901i+T 126.5 LA 470.5 L6 454 616 18 ' t - 101.5 PSF &05L 1„913 PSF 102.9 PSF �. 81.2 PSF 92.6 PSF - 73.1 ISF 77,1 F5F i 60.9 PSF 69 5 95F 54.9KF -5L4 PSF :•40 6 PSI /6.4 KF . 3R6 KF 246.90184T 225.1 LB 656.4 LB 516.1 LH 24 30 " 1 j „ _ ,4-PSF 101.3 E 80.0 PSF 64.2 FSF 66.4 PSF : _ _d1L _ 95.4 PSP 75.3 PSF 81.7 PSF : I, 64.5 PSF BLO KE4._ 64.0 PSF 67.3 PSF I521 PSF 76.4 05E 60.3 PSi 65.4 PSF 51.6 PSF �_ 60.8 06E 48.0 PSF 50.5 PSF , 91 PSF . 57.3 PSF 45.3 PSF 49.1 PSF 34,7 PSF : 40.5 06E 32 0 PSF 33;6 PSF :. 26.5 PSF 38.3 Kr 30.2 PSF 32.11 PSF • 25.9 PSF 246.901E-FT 24610111FT 17231B 147.3 US 574 311 52911le` 494 71E N2 7 Le _ 72.3 PSF � 57.0 PSF 71.E KF 56.5 PSF PSF 57.E i I � 45.E F 57.3 F • I 43.2 PSF 43.) IS,34.2 PSF- 43.0 KF PSF F -2&PSF F 1 PSF 3lF 28.7 Ki 22.7 PSF 24RB-F 90 LT 326518 191t8 E 473.7 LB IS 614t5F J6.1 Bld Ki 67.6 KF 77.1 PSF j :60,9 SW 68.7 PSF : 1 54,2 P5F 57.8 05E 45.6 PSF 51.6 FSF 40.715E 36.5 PSF : 30.4 PSF 34.5 K6 27.2 PSF 246.901E-6. 125.1 LB 693.9 LB. 553.611 14^ 76.0 05F 60.0 PSF 71.0 PSF 56.0 PSF • 60.E PSF , ' 480 PSF 56.8 PSF � 44.E PSF 1 45.6 KF : 36.0 PSF 42.E PSF 33.] PSf 30A PSF _ 14.0 KF 26.5 KE 22.5 PSf 246901E-PT 177.3 LB 603.91E 523.9 L8 30 ' s2' 3360 Ma 63.1 PSF 49.E 'SF - 60.8. PSF L 48.0 PSF 50.5 PSF '39;8 PSF 48.7ISE 38A PO -- PSF 1 29.9. PSF 36.5 KF 2&B PSF -I5.2 06F :' I9.9 KF 24.4 PSF 19.2 PSF 246.9011-FT 247.3 Le 549.4 LB S07.2 LB { 36 _I I : yi 541 P$f { 42191P - 534 PSF 12.195E 47.3 PSF � • 712 PSF 42.7 PSf 33.7 PIE ......37.8 33.5 OF • 25A PO 3 Y. 711 PSF 25.3 PSS 226 PSF .' 17.3 PSF 21.1 PSF • 169 95F 216.901E-FT 126.5 l8 5I2.7 l/ t% S lH IB " : 56.1 PSF ____I _44.2 PSF ... 56_1 FSF . 44 2.09E 561 PSC 44.2 PSF 49.6 PSF . 39.1 PSF 412 PSF 4 333 PSF 37.2 PSF 29.4 PSF 26.L PSF ..,.-22_2PSF1 ' 24_9 PSf 19.6 PSf 246.9011-R 225:1 LD 726.9 LB 591.1 LB - I 24 =; 48 ": 4600 82 55PSF 43.7 KF- 46.0 Kr.4 i 363 PSF 51.3 PSF. 40.5 PSF 44.0 PSF • 34.7 KW 44 3 PSF 1135.0 PSF 36195E . 29.0 PSF .... 41.1 PSF 32_4 PSF 35.2 PSF 27.8 PSF 37.2 KF 26.2 P 27.E KF � 21.8 30_8I M.3 PSF PSF I 26.4 PSF • 20.9 PSF 22.1 PSF 0i.5 PSI � / 20.6 KF 262 PSF /�/r/ / / / //346.901E-F7 246.9011-F7 177.3 LB 147.3 L8 633.51B 573.9 US486.8 553.4 US LB_... ! 6"... 39.5 PSF I 36.2 OF : 38.7 KF : 30.5 PSF 31.6 PSF : - 24.9 PSF 30.9 PSF ' : 24.4ISP 23.7 PSF i 1&7 PSF : 23.2 PSF 18.3 PSF / i / / 246.901E-R 124 5 LB 533.E ID 472.9 LB, 424"STAND DEPTHS MAY FACE AREA (552int - 2304152), FRAME Q0.ANT (2(2-3 FRAMES N LOAD TRANSFER 16F004478341 R FC USE WITH HOST. ._ STRUCTURE 9ERIFXATION ONLY • MAX UNIT TOFlNME I4AX FACE AREA . 3 FAMES RATIO. -": MAX FACE ABM 2 FAMED 5 00 pi :-.4 yy A b $r k STAND MEAN _ tux FADE ANCHOR Tin. 10R 4 ' ANCHOR TYPE. 2.0133 _1___ _-� : ANCHOR TAPE: 10R 4 . ANCHOR TYPE 2 DR 1 ... MAX. BASE MAX. BASE MAX. 6.45E MAX. BASE 1 _ CLEARmAx UNR HITM HEIGHT FRl'A _ • AX-: MATAL LOAD 1 ALLOWABLE i A1"1 LA3F0AL LOAD A TAME PIAE �LLM I AILOW� AAA � EALLLLOA ALLY MOMENT(M) SHEAR(V) UM.IT(T) GRAVRY(C) : 0' F 4S I !sill ' j IA - 200.0 P5F 1357.6 P5F 200.0 PSF 157.E KI 200.0 PSF 3571 KF 200.0 PSF � 157.8 PSf 1% 10 LB-Ff 1916 Ll7 .... 667 1 L6......... 913 7 u...... DESIGN '� 1 V€€ 4 R it .T. i c � LI 12 C R S .T. R ! [. 6 N DNDR _ f a ■■[■[■77 0 6 ■ 5 1615* .11 24 200.0 PSF • ' 157.8 PSF 200.0 PSF • 157.8 **SF 298.0 Kr • 156.3 PSF 176.4 PSF 19.3 PSF 246.90 LB.PT 189.819 755.5 LB 594.41E SCHEDULE NOTES: • 24' . : : 352 Ma 200.0 PSF . 1 157195E 700.0 Mr 157 8 PSF 152.2 PSF ' 120.2 PSF'. 150.7 KF 111 9 P5F 229.10114T 145.9 LA 65L2 LB 545.6 LA 182.2 95E ' 1 143.8 PSF 1622 PSF 147 6 P56 121.4 61• i• 5j.i♦P5P .321.4 9 2 3.5019-PT 116.4 LB 579.21E 507,1 LB L. MAXLMUm SHALL CALCULATED BE EQUAL TV PACE AREA OR LS4511401 18 " --24" - it29 PSF 1429 FSF 1 232_3 PSF �j 132.8 PSF 113.9 PSF 112E PSF 1429KF 112815E 142�91F 112. jPSF•� 1 117i PSF 92.aPSF. �35.' � 7 ... �iO3. 6 23 l8-Ff y26644B•FT 230.81E 1894 I1..... 63.513 .... 802.9 LB 650.71E 641.9 LA THE RUMP' ALLOWABLE FACE . 30 • _30 99 91a PSF i 107.0 PSF 132.3 PSF 104 6 P5P 90.311W.....• 43.).P5P4 • ...•8R4 F 9.6ts, 29.101YFT 1453 LO 691.4 LB 512.1 LB 2. RERPFNCE ANCHOR SOIEDUIE FOR `) - %" _115.5 108.1 PSF 7 85.3 PSF 108.3 PSF• 85.3 OF -72.1 PSF,. , 56. /SF • •72.] 5: ` O F 2,3-50 LB+T 116.4 LB 600.3 LB 536.2 LA AFR210R TYPES LISTED F S1104. 19.E ISF 1W.6ISf Y PSi • 90. �..�,�)L89$F 146�LA•R 24L2LA %70LA 737.3LS : 24' 97 1,S5E_.. 102.7 PSf Ps9F_89.1 KF :96.7 r5F ,• 02.655E • •64.6 1 �59.5�3 729 90 (1-FT 199.E LS 824 I LA 619.63 LB 36' 1260 Ma y7.1 PS, ... � 79.0 PSf 79.0 .91 96.E ISf 7&1 KF • 74.4 T :66.715f I 516 PSF 6/.6 PSF 1 SSA PSF 010 279 101147 L45 9 U ]D.9 LB 61/.61D 79.E PSF 63PSF 0 PSE 63 49115E 66.7 PSF 42.0 PSF 16490E 53.2 PSF 1 42.0 PSI 2135013-F7 1161 LA 637.41E 565.3 LA . LERIiiFIP LA'.-j 673_5$ .4 97.3 PSF 675E . 79.5PSF '55_55E 67.255E 530 PSF 2456018-F7 239.9 LB 1026.61E 793.7 LB �9,9 p 15" 2480 • �- 24 11 5 CSF._..... 77.6 P3f 86 0 MO 05.015L, 51.3 PSF 1 55.E 44.1 P5L 246.90 L6R 189.8 L8 90L6 LB 736.8 LB - 42" _.. 30 " : -36' 1680 in. . _ . _67 -, 67 5 P5F 39.8 KF .. 59_2 9�^.F I 47.2 PSI .-OZSl0P _73_PSL. 59.6 i6.,,, 7 PSF KV (- 4720f .•.1j 0_'_51�95f •Y 9.5 M. • 39p PS1 • 315KP 1 +4]. -..• 1,._ 37.5 P$F 9 Ks 315 So•23iR0LET • 229.11P.1-'f 145.9 LA 116.413........666.51E 7NA 1E 6553 LI 594.4 LB ... d - 18" I 45.E PSF $6.1 PSF.... 45.8 PSF , 76.1P5P O5.8 KF_ PSF• 45 PSI • I. 36.A5'F 4 187*0 LIFT I83 4 LB 521.3 LB 666.41E .: ®Q 8 V , - Zt` 43.806E 36.1 PSF 15.E KF.._ I 'l6.1 PSF-.,_4'.�Kf •,• 36.�Kf', 40. PSF. i•31.7 P��231�O11PfT 18341H 913.0 LB 760.1 LD N 2304 N1a I5.1 PSF I 38.1 PSF..._ 45.8 FSF 36.1 PSF PSF 28.8 KF" • 31. PSF•� 27.3 f5F__■ 229R0 LIFT 145.9 LB 797.2 LE 691.61E !: 36" 43.6 PSF� 34.4 PSF 43.6 PSF • 34.4 PSF •T6.4 -: 29.1 PSF - 229 PSF B.... 29.1 PIP : i 22.31 2L)5!LA•FT 1161 L8 695.6 LB 623.5LA • • • • • • • • • • • • • •- •--• • '•.--. -- • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • "HD11 STAND DESIGN SCHEDULE CONTINUED LOAD TRANSFER INFORMATION FOR USE W1M HOST \ � , //' 36" STAND 'DEPTH: MAX FACE AREA (5521na - 23041ns), FRAME QUANTITY (2-3 FRAMES) .. STRUCTURE YEAMICAT1EN ONLY ��� : \, lIAX UNIT TO FRAME MAX FACE AREA : 3 'NAMES - R4710 MAN FACE ARV : 2 FRANS : 'tO/ * Q'� L7/2 549 .1. 7S STAND MEAN MAI FACE ANCHOR TYPE: 10R 4 ANCHORTYPE: 20R3 ANCHOR TM: I OR 4 ANCHOR TYPE: 20R3 MAX. SASE MAX. BASE MAX.BASE MAX. BASE OlAR H930R ANT H9fal7 AREA NAX MAK ALLOWABU LAT6AL LOAD I UALUpup-1• MAX MAX ALLOWABLE I LATGAL LOAD (MUFF MAX MAX Al10WABLE ! • UTL#ALLOAD . ALLOWABLE ' ( MAX MAX ALLOWABLE U191AL18Ao UPUFr ALWWAl1E MOMENT(PO S4wW N) .. UPLIFT .. GRAVITY(C) 4.: _ * . 16 200.0 PSF 1 157.E PSF 200.0 95F : 157.9 PSF ' 200.0 PSF ' -157.8 PSF 200.0 PSF 257E ISE 210.2011F7 191.6 LA 491.4 LS 3211E. 0 ^^ "r I 20 " 200.0 PSF 1 157E PSF 200.0 PSF'. 157.E PSF 185.0 PSF j-346.1 PSF 177.4 551 - : 140.1 PSi 240.901E-F7 177.3 LE 513.0 LE 367.7 LB T •.` 24 5514. 200.0 PSF r 1f7.6 PSF 200.0 PS? : 157.8 959 153.7 PSF ' - 121.3 PSF - 351.5 PSF - ' 119A PSF 246.90 LB -FT 347.3 LE 473.4 LB 366.0 LB • -1 ENGINES i `-:I , EXPRESi3? F f CORPORATE OFFICE,- 7 160 SW 12th AVE, SU 06 DEERFIELD BEACH, FL • r(w»M1e00 REEOse0e05 , l E: .CIx'(/,• ENGINEERINGEXPRESS.COM =WPYIM TIME DESIGN >6 196.0 95F ( 156.3 PSF 193.0 PSF 1563 PSI 132.0 PSF 104.2 PSF 132.0 PSF ! 104.2 PSF 246.90 L8p7 1265 LS 450.91E 366.0 LE !/ISO ,�T . SCHEDULE NOTES: 18 156.4 PSF ; 123.5 PSF 156.4 PSF 1 123.5 95F 139.4 P5F '110.0 PSF 126.7 95F 4 100.0 PSF 246.90 W 7T 225.10 616.619 411.01D / `.. f� 26' 156.4 95F , 123.5 PSF 156.4 PSF 123.5 PSF 109,S PSF 86.7 PSF 304.4'SF - 82.4 PSF 246.901611 177.3 LB 542.3 LS 397.3 LB // k3S 1. MAXIMUM CALCULATED RACE AREA 7p • 1 p" 9p In' 1%A PSF j 106.0 PSF133.7 PSI: 1 105.6 PSF 91.2 PSF ! : 72.0 PSF 89.2 KF 70.4 PSF 246.901E-F1 147.31E 501.7 LB 390.6 LS /// 1 A! TO OR THE MAXIMSHALL RE UM ALLOWABLE 115511.Ni FACE Jb " 117.5 PSF ! 92.8:F5F 317.1 PSF 925 PSF 78.3 KF ' : 6L9 PSF 78-1 PSF 61.7 PSF 246.90 L6-T 1265 L3 472.4 Ll 387.1 LE AREA FOR EACH CON FIGU AT1ON. 16 : i 5 453f,,._ : 121.E KF jI 115 4 Fs, L 109.5 PSF 102.9 PSF I 81.2 F : 92.6 PSF 73.1 PSF 246.9019-7T 225.1 657.9 LE 448.6 LB 2. REFERENCE ANCHOR SCHEDULE FOR 24 -' 98.0 PSF 114.5 PSF 90.4 PSF 81_0 PSF ; : 64.0 PSF } : 76.4 PSF 60.3 PSF 246.90 L84T 177.3 LB 575.8 U3 426.E LS ANCHOR TYPES USS50698EM. p i 1260 ____..13A..KF _1 10f A 5i 79.7ISF .___.._.._. %0 PSF �. 77.3 PSF 67.3 05f : 53.1 05F 65A PSF 1 51.E PSF 346.9018+T 1113 u ..__._. 5263 IS 415.218 50' i 86.7 PSF 1 611S PSF 85.9 PSF • I 67.E PSF 57.8 PSF ! 45.6 PSF 57.3 PSF : ' !-45.2 P5F 246.901E47 12551E 491.11E 408.2 LB 18 " I 811 P5F I, 91.3 PSF 81.4 0$L__1 61.3 95F 77.15E ! 60.9 PSF • 68.7 PSF 1. 54.2 PSF 246.90 LEFT 225.1 LS 695.41E 466.11E 24' ' ' n.0: PSF 81.4 P5F' 67.2 PSi 60.E 95F 1 48.0 PSF 56.8 PSF 1 44.8 PSF 246.90 L8-77 17].3 LB 605.4 L8 456.41E - p • _ al' 1680 ire31.4PSf 75.7 KF 1 59.E IMP 13.0 PSF 57.6 PSF 50.515E i : 39.8 PSF . 46.7 PSF : 38.4 P5F 246.9018.F1 147.3 LB 550.9 LB 439,71E _ { 65.0 PSF :, 51.3 PSF 64.005E . 50.595E 43.305E t • 34.2 PSF • 42.7 PSF : 1 33.7 PSF 246.9016f'1 126.5 LS S14.2 LB 429.31E it __ 56.1 PSF �__44.2 PSF 56.1 PSF . M.2 PSF ..._2957 56.1 PSF i 44.2 PSF _ . 49.6 P5F . 1 39.1 PSF _..__._ -_ ... 246.1018-7T 224.4 LE 726 9: LB _ ...._-__... 522.2 211 __ 56.1 PSF 43.6 PSF 56.1 P5F 41.7 95f 36.8 PSF 29.0 PSF 4PSF • 35.2 PSF : 27.8 05f 246.901B4T 01641 147.3 LS 5712.1E 464.3 LB L 30 70 " , 2384 M3 552 05F � 43.E PSF ' 5T.8 PSF - 1 41.7 'SF 30.t PSF T• 39.0 PSF 35.2 PSF - 27.8 PSF 246.901B-FT U7.3 LB 575.415 464.3 LA 36 " . 47.4 PSF 37.405E 46.4 PSF - 36.6 05f 316 PSF : • 24.9 PSF 30.9 PSF : T 24.4 FSF 246.90 L5-FT 126:5 UB 535.3 L5 450.413 1 "XHD" STAND DESIGN SCHEDULE : .............:D11L.______:...._.........._.__._USEW1...HH_._T__.:.. LOAD igANSFER INFORMATION POR USE'NITN HOST PRECISION ALUMINUM PRODUCTS, INC. 1339 SW 1ST WAY DEERFILED BEACH, FL 33441 PH: (954) 480-6919 ALUMINUM A/C STANDS. HVHZ & NON-HVHZ APPLICATIONS FLORIDA BUILDING CODE SIXTH EDITION (2017) PRODUCT APPROVAL FLt16921.1 24" STAND DEPTH: MAX FACE AREA (2760Ina - 115201na), FRAME QUANTITY (5-8 FRAMES) - :. STRUCTURE VERIFICATION ONLY I I, MAX - MAX FACE AREA _ - : 8 FRANK . UNIT TO FRAME MAX FACE AREA : 7 FRANK : - RATIO : : : : MAX FACE AREA : 6 'TAMES : : MAX FACE AREA : 5 FRAMES .. :: SI- I, 14MN MAX FACE ANOIOR:TYPE: 1 OR 4 ANCHORS TYPE: 2 0R 3 ANCHOR TYPE: 1 C3 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE: 10R 4 ANCHORS TYPE: 2 CR3 ANCHOR TYPE: 1 OR ♦ AMF5005 TYPE: 2 0R 3 MAX. BASE MAX. BASE MAX. BASE M4X. 6ASE HEIGNT 1I HEIGHT097AREA MAX MAX ALLOWAB E LATERAL LOAD A UPLOT�LL MAX MAX Al1OWA8LE LA79AL 1040 1 ALLOYJABIE MAX ALLOW/WEE LATERAL LINO .MAX A E _ MAX MAX ALLOWABLE LATERAL LOAD A UpurLE 1157.8 MAX : MAX AllOWABLE . LATERAL LOAD 1 AacmE MAN MAX ALLOWABLE ' LATERAL LOAD ! A LL - MAX MAN ALLOWABLE ' LATERAL LOAD i RiFi MAX ALLOWABLE LATERAL LOAD MAX A UA' IWMENT (M) SNEAK N) UM1FT (T) GAVRY(C) 16' 1 20G 0 PS' 57 8ISF 203.0 05f I 357.6 PSF 200.0 PSF 157.E PSF 200.0 PSF 95F 200.0 05F 1578 PSF 200.0 PSF 157.E PSF 181.6 PSF 143A PSF - 167.E PSF 132.5 PSF 311.9018FT 348.1 LB 1209.7 LS 927.4 LB 29 p. � 21 " 36 :2J60 M• 260.0 PSF 357.5 PSF 384.9 PSF t45.9 PSF 156.7 PSF 1 121.7 PSF 200.0 PSF 157E PSF 184.9 PSF 115 9 PSF - 156.7 NSF 121.7 !SF 197.5 PSF i 155.9 05F 161:] 05F 127.7 PSF -`_...__ il):1;SF t9S.2 5f 197.4 PSF 155.9 05f 161.715: S2].7 PSF, _. .._. 137.1 PSF T 200.2 PSF 169.3 PSF 133.6 PSF l3B.6 95F T 109 4 N3 175. 55 117.5 PSF 92.7 PSF 169.3 05F 1338 PSF _ 138.E PSF 199A Y5: 117.5 PSF 92.]5F 141.0 PSF 1113 PSF 115.5 PSF 913 PSF -._____ 97.9 05F f -7].] PSF 141.0 PSF 115 5 PSF 9],9 PSF 111.3 PSF 91.2 PSF _ 773 PSf 331.601847 J11.901B-F'F 711.90 1.27177 270.4. LB 211.41D 18],]U 1076.3 u 991.4 t6 971.9 U 865.61E 660.618 843.E <B 18 142.9 PSF112A PSF - 112.9 PSF i 112.E 05F 142.9 PSF 112A PSF 1I5.9 PSF 10].3 PSF L29.3 PSF : 102.1 PSF 116.6 PSF 920 PSf 107.8 PSF 85.1 PSF 97.3 PSP . 76.8 KF 311.901141 348.1 It 1100.5 LB' 1014.51E 24 133.9 95F 1 105.7 PSF 131.2 PSF 103.5 PSF 121:2 95f 92.5 PSF : 114.E ►SF 90.7 PSf 100.4 9 79.3 PSF %15 5F 777.8:PSF 83.7 PS, 1 66.1 PSF 82.2 PSF 64.9 PSF 311.30 LB -FT 270A:1E 1145.9 L8 953.4 LB JO" 4650 M+ 169.7 PSF t 36.6 PSF 109.7 PSF 866 FSF 96.0 PSF 75.8 PSF 96.0 PSF 75A PSF 62,3 PSF 64.995E 82.3 PSF I 64.9 PSF 610 PSF I :54.1 PSF 64.5 PSF 54.1 PSF 311.901847 221.41E 1046.1 Ul 916.01E 36 93.0 PSF 1 73,4 PSF 93.0 95F 73.4 PSF I 81.3 PSF 1 64.2 PSF 81.3 PSF j 64.2 PSF 69.7 PSF ' 550PSP 69.7 PST . 55.0 MP 561 PSF 45.8 KF 58.1 PSF 45.8 PSF 311.9016-FT 187.711 97811 LS 8908 LB 18 nor i. 100.5 PSF 97. S 70f : 864. PSI 971 P5F . 619 PSF 97 I I'SF . 71.4 PS? 95.4 PSF T' 75.3 PSF 84.195E : 664.KF 79.5 PSF 62.8 PSF 70.1 PSF 55.4 KF 311.901E-FT 346.1 LB 1392.2 LB 1101.518. I 24 ]8.0 PSF 9f.S PSI. 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ALLOWAOLE UPLIFT 1 RAµ MAX ALLOYABLE Al1AWABlE LATERAL LORD UPLIFT MOMRfT(M) : - SHEMM -: UPLIFT (n GRAVIT!(C) - ' 240075F 157.8PS 2000 PSF .. 1379 PSF 200A 70i 157.8 PS 200.0 PSF ! 157.6PSF _._. 200.0 FSF 157.E PSF _?00.0KF_-_ 157_895F 171.3 PSF t%3 PS .... .. 17t3PSF I1353PS ...... ..... 311.90 LtrF7 .... 328.5 LE __- 839.11E ... 5646LS- ...._._ 193.3 PSF ! 157E PSF •. .. 123.3 70F 152.6 PS 200.0 PSF 130.4 PS 1655.6 PS 1 157A PSF 167.E PSF 109.0 PS - 168.E PS 109.0 PSF 110.4 PSF 9 17 110 PS. 104.E 311.90 LB -FT 231.7 LI 663.5 Le 50.0 LB 30 21" 0`I 220BW - 193.3 PSF 152.6 MP : 1933 PS y 153.E PS 165.E PSF 170.E 70f 165.6 PS 1 10.E 70F 1J60 PSF 109A PSF 138.0 PSF 309:0 PS 110.4 PS 2 55 97.2 9S 4 59 • 110A 9S i 67.2 PS, ( 3t1.901e-R 111:T IE 683.51E 56101D % - 164.6 P5f 1 129.9 PS 164.6 057 - - 129.9 PSF 341.0 PSF 111.3 75E 1410 PSF 111.3 PSF 117.5 PSF 92.6 75T 117.5 P5F' 92.E PS 94.0 PS 74.2 PS 94.0 PSF 1 74.2 EX 31L90 Ls -FT 160.2 L0 610.31E 564.4 Le 18 : 156.4 PS i 1236 PSF 156.4 0S 123.5 95F 152.5 PSF 120.4 PSF : 152.5 PSI ; 10.4 PS 127.175E 100.3 PS - 117.1 PS 100.3 PSF 301.175E 80.3 PS 101.7 PS '. 40.3 PS, 311.93 u•R 328.5 LE 901.3 LB. 636.4 Us : 34 " 103 PS7 1 1011.9 PSF PS 109.9 75F 119.3 PSF94.2 PSF 119.3 PS 94.2 95F 99.4 PS 78.5 PSF - 99.4 PST 76.5 PS 79.5 05F 62.E PSF 79 5 KF 62.6 PS 311. 1BiT 236.9 L8 7119_6 LB _ 612.9 U_ i 70 3720117 .. iN.7 PSF 90.5 PSF 114.7PS 90.575f 943 PS 71.E PS 963 PSF'�)7.6lS B1.9 PS 64.7 PSF 819 PSF 647PS 65.5PS SL)TSF 65.5 KF 51]PSF 3tL0 LbR 211.7 LP )1tA LBS99.1u r-30 97.7 PSF 1 77.1 PST : 97.7 PS : 77.1 P5F 63.7 PS . 661 70F : 83.7 PSF : , 66.1 PS. 69.7 9S 55.0:PS - 69.7 PS 55.0 PS 53.E KF , 44.0 PS 55.E 9S i 44.0 PS 31190 LB -FT 180.21E 670.3 LE: 590 410 N 115.435E 103.7 PSF 115.4 ESE : 103.7 PSF 142E PSF : 66.9 PSF 112.6 PSF 88.9 PS 1 93.8 PS 74.0 PS 93.8 9S 710 70F 75 0 TSF H : 59.2 PS 754 PSF _ I 59 2 9S 313.90 LS-FT 3295 L3 956 2 LB - 691.118 N : 102.7 PSF EI 1 PSF • 102.7 PSF I B3 1 PSF N.1 PS 69.5 PSF MA PSF 69.5 PSF 73.4 PS 57.99 PsP 73A PSF ST 9 PSF SB.7 PSF 463 PSF SB.7 PSF N 3 PSF 3t1.90 LB-R 256.9 U t32 5 t1: 655 7 LE F ..-. l6" 0 ''. :SON IRA ...--_ 84.670f 668 PS - 846 FS 56.8 PSF __._ 72.5 PSF 57.3 PSF _..._ . �_ PSF 57.375F: _.._ ._. 60.4 PSF 47.7:►Sf - ..... 60470E . 4].]PSF 4Y3 PS ..._ . 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STRUCTURE INFORMATION 025123CAi1ON FOR LSE OILY W1111 HOST PRECISION ALUMINUM PRODUCTS, INC. 1339 SW1STWAY---- DEERRLED BEACH, R. 33441 PH:(954)-480.6919 VI Z .�•1 144E g Ss w 1' P1 .p lb '� lb LL WI W 11pgL <S i 9 W 2 9 7 1 - MAX - MAX FACE AREA :: _ : 5 FiHA146 MAX FACE AREA war TO: FRAME : 4 fRAMR RATIO MAX FACE : AREA :: :: : 3 FRAMES • • MAX FACE AREA : : 2 FRAMES : : STAND MEAN MAX FACE ANCHOR TYPE: 10R 4 AR0l045 TYPE: 2 0R 3 ANCHOR TYPE: L 064 ANCHORS T'PE: 20R 3 AROMA TYPE: 105 4 : ANCHORS TYPE: 20R 3 "-ANCHOR TYPE:: 1 OR 4 : ANCHORS TYPE: 2 OR 3 ' MAT(. 665E MAX BASE MAX. BAST WIR. EASE CLEARHEIGHT UNIT HEIGHT AREA j MAX MAX ALLOWABLE ! ALLMAXBIE LOOM LATERAL LIMO . MAX MAX ALLOWABLE ' E LATERAL LOAD UPLBT : MAX MAX ALLOWABLE ARE LATERAL LOAD UM.1A -.- MA% : MAX ALLOWABLE ALLOWABLE UMINS- LATERAL LOAD- T MAX: MAX ALLOWABLE ALLOV/A31E: LATERAL 1040 I UPIhT MAX ALLOWABLE LATERAL LOAD .. 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MEAN MAX FACE _... ....... MAX FACE AREA ANCHOR TYPE: 1 OR 4 : S FRAMES ..._ ._..... ANCHORS AFC 2 OR 3 ___._.... .MAX FACE AREA ANCHOR TYPE: 1 OR 4 UNIT TO FAME : { FRAMES .. .. _..... ANCHORS TYPE: 2 OR 3 RATIO .. . ...... .. MAX FACE ANCHOR TYPE: 1 OR ♦ AR•A : J FRAMES ' AMCHORS . TYPE. 2 OR 3 ........ MAX FACE AREA ANC11O1 TYPE:-1 OR 4 : 2 FRAMES ... ANCHORS TYPE: 2 OR l _ MAX. BASE MAX. BASE _ MAX. BASE MAT. SASE NE319rt LOUT - HEIGHT AREA LAX MAX LATERAL LOAD ' 6 i Ku TERAL IO4O A l ' 'MAX LATERAL LOAOALLOWABLE 1 ALLH i /SAX : LATERA1 0 MAX D•E I ALLOWABLE UPl1FT : - MAX' la MAX p ' ALLOWABLE ERASER MAX LATEEN. LOAD ALLOWAB0 1ON371 '' MAX MAX ALLOWABLE I LATERAL LOAD . At'u..m.IE U0.171 MAX : MAX TMK LOAF ALL. • UPL371 110MENT(M) .. 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PSE 62. 653 PSF 0•PS� 563 BF ! 44,4 PSF 55.7 25F 44.0 PBF 310.901E-2T 328.5 LB 1016.81E 745.9 LE 15-2480 1...2/:....1 .._...BL4FSF �•� .... .__BLOKE BIAPu�-7.6Psf-- _-6:.'IPSF_... -- 9uPSF 69S5F ...41.i.P5F... _.._..J3i..•...._ eL4P5f.• 66.0-F _.._ 660 F ZZ2.9 06:QPSf (•32:1PSF ..__..25 MOPSP ij4.7Psi MOPSF 31iVSF ii1:9U48•Ff 256.91E EA2tE 69LSt8 „- 42 : 336oW 1.1.419E-, 61_090F__ 77.2g* 71.E KF PSP_ PSF 725KF.•_ 1.48.7 31A $P • %� 46� 362BP 28.E PSF 362. PS, 28.E OAF - 311.901bFT Sll;7 t8 ]9J31E 6N 818__ 'CALM IXI` 76 `- -) 6L6 1 712 05E 61.0 'SFMP 672:S ..__ - 46.3 4 PSf M D PSF - _ 61105E T 48 8 • .... 46J-(..6:1>SF - �7 306 PSF 30.9 BF ! 24.4 PSP 30.9 PSF: 1 N.4 PSF 311901B-F'7 160.2 LH 734.3 LB- 650S LB - 18 ' U_ 561'SF /SF 54..195F. 44.215E 56.1 PSF ...44.2 MP _ 56 56.1 P5P 44 2 ?SF - S6.1 PSFa. 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MAX •UNIT MAX FACE AKA : 3 FRANC/ TO FFIAME RATTO - - ' MAX FACE A8 : 2 FRA'' FAWNS STAND NM HIAX FACE ANCHOR TYPE: 10R 4 ANCHOR 7YP! 2OR 3 ANCHOR ]YPE: 10R 4 ANCHOR:7YPE: 2 0R 3'. MM. BASE MAX- BASE NAX- use MAX, BASE �:: CLEAR HF1491 two XQp17 AREA MAXALA LATERAL PAX ME upLip7 TER LOAD WAX AL 97 LATERAL LOAD WAX M ALLOWABLE ,. LATERAL LOAD WAX Y MOMENT(PO SPEARfY) UNVT(T) - GMVITY(CI _ 3B 210.0 PM 157.E P59 200.0 PSI 157.E FSF 200.0 PSF : - 157.E P5F - 200.0 P9F i 157.5 PSF 171.701E-27 1926 L 667.11E 503.71E 24 200.0 PSF 151.E PSf 200.0 PSF 157.E P. 200.0 PSF 157.8 PSF . 200.0 75F i 157,8 PSF 221.001E-FT 191.61E 76290 599.6 LE • E XPR E� `=1:EXPRE _ Q� CORPORATE OFFICE: - T 160 SW 12th AVE, SUIT 1, 5 DEERFIELD BEACH, FL s7ZF.4. p.(9NI RAOEIo F: (9DQ S444 E: rvy',, ri/ EELLO ENEREER(PRE39ESSop 'Y( COX Of/CEI 999C 24 " 5521» 200.0 PSF 157.8 PSF 202.0 PSF L57,8 PSF 200.0 PSF 35PSF200.0 PSF { 1AA PSF 269,90 U4T 01,6 LE 858.E U 195.41E . - -I ...36 200.0 PSF 157.E PSF MOD PSF 0.0 PSF 157.8 PSF 195.8 P5I : _. 154.6 95F : 195.8 PSF I 154,E PSF 311.901E -FT 187.7 US 934,7 LB 776.3 /�(� //, DESIGN (5 ' 142.9 PSF 112.8 PSF 1429 PSF 112.8 PSF 1429 9SP . 112,E PSF 142.9 PSF 11211 PSP 206.80111F7 230.E LB 863,51E 650.7 U L 7] SCHEDULE NOTES: 142.9 PSF 112,E PSF 143.9 PSF : 112.5 F 14294F : - 112.8 F PSF .. 1429 PSF T 1E PSF 32 266.20 LB -FT 230A LE 979.0 U 766.11E . 30"_ 93 142995E 112.E PSF 142.995E 112.5 P. 137.1 P57: 108.395E : 137.195P ' 108375E 311.9018-7T 221.41E 1049.6 LB 845,5IA 1. MAOMIWCKC80170 SNAIL FACE AREA SE EQUAL TO OR 1E55 THAN 36 142.9 PSF 1128 PS7 142.995E 112.8 PSF . 116.2957 91.7 P57 116.2 PSF 927 PSF 311.900-17 147.7U 951.6 L8 823.3LB THE MAXORF4 ALLOWME FACE I9 " 571 LSE_ 1A3 PSF 97 195E 157.4 P57 97,17S7 125.E PSF 97,1 PSF 110.4 P. 311.901.19Pf 348.1 U 1395.01E 1034.0 U AREA FOR EACH CONFIGURATION. " 97 Kf 95F 97.i PST ': 1K,3 PSF P PE 7.6 9►SF 97.f P% 93.6 PSF 311.% LB -FT I70.4 La 1220.1 U 9A.5 U 2 : REFERENCE ANCHOR ANCHOR SC/ADM! FOR TYPES TYPES LISTED HEREIN. ...:. ... %.. - %" 3260 XF ._..- _t 97.1955F. _1464 1/9.9ISF 47.1 1. 119.9 PSF _�1.1 97.KF ... - :79.9 PSF9).3 _._.- PSf ...... . j_ 79.9 PSF 111.90 LA -FT ... ___ 221A LB11%.] U _-__.. 903.9 LB .. . %' 97.1 KF 101.6 PSF !Asp 9).1 Fs, 101,6 PSF 85.6 P59 : 67,7 PSF 65.8 PSF 67.7 PSF 311,90 liR 187-7 LB 1032.3 LB 870.2 LB It .07 51g 109.3 95F 67 5 95F 109.3 PSF ,62,5,p; p 94.2 MP Amifss 80.9 PS, 311.901A-F7 346.1 LE 1482.113 1121.11E ...3i .., - 6].53�_.__SOA) MP 0.1m........:. 30l 2 Psi......... 67.5 P.SF _:...... 73.3 75F ...59.9 67s FSP 68.6 PSF lat.% LA -FT 290.1 U 1254.0 U 1031.1 U_ _ - 42 "......( 16801nA _- 675➢SF 89.9 PSF 47 5 PSF 89.9 PSF 64.33E' PSF -. 67.3 Kf. 59.9 PSI 3t1.90 LB -FT 221,4 U 1164.1 LE 959.3 LA - . % • )fi.2 PSF 76.3 PSF 643 PSF 50.E 95F 643 75F ' 50.8 95F 311.90U-FT 189.1 U 1079.2 L6 937.1 U . : 16 " PS 45.8 F 36.1 P57 45.8 PSF 36.195P 45.6 P59 : 5.195E 45.E PSF . 36.1 PSF 114.301E-F'7 183.4 LB 821.3 LB 648,4 LB _.._--, 24 " 458 PSF 30195F 45.5 95F 1 PSF 45.E -%.i NSF a56 PSF 36.1 F 331.5 L0-FT 383.E U 933.0 LB760.1 LB 45.E PSF 36.195 _ 45.E PSF 30 %.1 PSF 45.E 95F ' 797E 36.1 P. 46.E PSf . 36./ PSF 25.20 U-FT 183.4 U 1009.7 U 851.81E 36' ' 45.E P5F 36.1 PSF 45.8 95F : 36.1 PSF 45.5 PSF 36.1 PSF 45.E KF : { 36.1 PSF 304.701.847 183.4 U 096.4 U 913-5 U - - 367 STAND DEPTH: MAX FACEAREA (5521n0 - 23044n3)P FRAME QUANTITY (2-3 FRAMES) LOAD TRANSFER t97ORMA3RM FOR USE WITH HOST STRUCTURE YERRTCATRY2 ONLY PRECISION ALUMINUM PRODUCTS, INC. ..... .... 1339 SW 1ST WAY. DEERFILED BEACH, FL 33441 PH: (954)-480-6919 ALUMINUM NC STANDS HVHZ A NON-HVN2 APRSCATIONS.:. FLORIDA BUILDING CODE SIXTH EDITION (2017) PRODUCT APPROVAL FLS16921.1 . MA1t - MA% PACE AREA 13 MOMS UNIT TO FRAME RATIO MAX FACE AREA: 2 FRAME . STMD I NEAR HQ( FAIT ANCHOR TYPE: 1054 ANCHOR TYPE: 2 OR 3 ANCHOR TYPE'. 10124 ANCHOR TYPE: 2 OR 3: MAX, 9.45E MAX, 8.45E NAX. 015E MAX. BASE �M HE21R UNIT HEIGHT AR61 MRA MAX NLOIYMIE I ALLOWABU UTERAI. LOAD UPLIFT MM ALLOWABLE i LATERAL LOAD (., MAX 4LLOWABIE UPUfT NAX MAY AttOWA6LE I ALLOWABLE LATERAL 1.M0 � VRIF7 MM NAX ALLOWABLE ALL01PA81E UTI3AL LOAD UPLIFT MONENT(M) SHFAA (7) V91051 (Tj GRAVITY (C) 16:" 200.0 PSF 157,8 PSF 290.0 PSF: 1A.6 PSF 200.0 P57 - tS7.9 PSF 200.09SF 152E PSF 181.901&FT 191.61E 491.4 I8 325.0 LB 24" 2010 95F 157.E PSF 200.0 PSF j : 15).8 PSF 200.0 95F I--157.8PSF T 200.0 PSF 157A PSF 232.601E-FT 191.6'. LB 555.315 391.91E '30" 34" � 53 M1. 200.0 F 157.E PSF 95 300.0 PSF i .351.E PSF 200.0 PSF - ( 157.E PSf 0.0 PSF.. 159.E PSF 262.301E-FT 191.6: 619.3 U 455A LA 200.0 PSF 157,8 PSF 200.0 PSF'' 157.8 P. 188.1 PSF - ; 01.5 NSF __1tB 08.1 75F 148,5 95F 311.9010-ET 180.21E 641.91E 492918 13 " I 156.4 PSF : 123.5 95E 156.4 93E I 123.5 PSF 156.4 OSP . I 123.5 'SF 156.4 PSF:: 1 123.5 75E 239.90 1B-FT 252.6 U 693.5 LB 453.1 LB - -14_"-1"-! 156.4 PSF 123.5 PSF 156.4 PSF 123.5 P. 131.4 PSF 123.5 PSF i%,4 KF : ' 103.5 'SF 311.90IbR 211 6 L8 771.7 LB 537,3 L8 30" 71l" 930 h� : 15.a 95F ( 127.5 PSF 15.495E I : :123.5 P. 131.1 PSF . 303.5 PSf 1 : 131.1 P51'. lOJ.599F Iti.%lM 211TU TL0,4U 531.80 : - ...._.6........' %^ : 15.a P$F i 123.5 PSF 15.1 PSF i. 1ZL575F 112695f S.1 PSF ilf.6 PSF86.195E 3t1.%tB-FT UO.IU 671.91E 572.9U 3154PSf 157.9 PSF 115,4 PSF I - 157A 95F 115.4 PM. i 138.5 PSF 115.13E ' 118.5 PSF 311.%U-7T 328.5 L8 959.8 L8 623.61E 1114.1PSF 754 I.114.6KF 111495E 92.995E : i1,7797 : 92795E 311.9018-F7 25.93E 839,51E 588.21E p" 1260 Ma -325d15F 31x.495F 114.695E 115.4 PSF i-if4.6 70.4 PSF %.7 PSi 76.4 PSF %.7 PSF : 76.1 PSF 711.90U•FT 211.10 759.5U %].Old 36" SHA4959 i 97.6 PSF 115.49SF 1. 97.675E 82AP,i I 65.095E 82.4 PSF:: ' 65.071E 311.90LB-FT 150.2 L8 705.7 L5 553.01E ... 18: 133.3 PSF RLktS4 1313 P57... ', 589 P. : ' 87.7 PSF 31L%U-FT 328.5 LB 1018.31E _678.4 LB 30 ____8L4.E$E _1_ ME _._.}{, I. 104.375f _.._6LS1g 6L495F 593PSF _sy4P5F ,7 5P5F :_?93 PSF 311.90 LB -FT 211.7 L8 ... 794.8 LE 6013 LB R 30 1680 R1' ...634 sp ...1W35 8Y 4 KP 859 PSF 414m- 51.46E es.9 PSF n s PSF 57.3 PSF 7vs PSF : 57.3 PSF 7a3.%iE•FT 211.7 LB 194.E IE 60731E 36 81.4 95E 73.2 F. 824 PSf 1' 73,291E 628 PSF :I 44.8 PSF : 61 995E : 48.8 95E 311,411 LB -FT 180,2 LE 775,81E 583.0 La 18'. I 56.1 PSF { 44,2 PSF PSF 1: 44.2 95F 56.1 PSF . 44.2 PSF _ 56.1 PSF 44.2 9S 20.00 U)-F7 224.415 726 91B 522.2 28 56.2 PSF 1 44.2 PSF ..__56.1 56.195F 1.44.2PSF 5.195E ,442 P5F 561 PSF:: , 4.1275E 272.300-FT 224A LA 801.71E 2]a in 56.195E I M,295F 56.1 PSF : 44.295E 52,9 PSF 41.7 F PSF 52.9 PSF 417 PSF 313,18-FT 211.7U __59J0IA 126.3 LB 637.E18 __ S,1 95E i 44.2 PSF 56.1 PSC 1. 44.2 PSF 45.0 955 1 35.5 PSF 45,0 95F 353 PSF 311.90 LB.FT 160.2 U 762.11E 613.1 28 "FIXED HD" STAND DESIGN SCHEDULE $ S d 8a 1"� Z i f ill fill 411" STAND DEPTH: MAX FACE AREA (27601n3 - 115201n.), FRAME QUANTITY (5-S FRAMES) LDAo iRA5180 IMPOIWATON E10 USE 7WHOST STRUCTURE 9ERNICAT10N ONLY 1 1 MM FACE 8 FRAMES .. " MAY FACE AREA : 7 FRAM S UNITTDFRAMEM710 • MAX FACE A : 6 FRAMES • MAX FACE AREA . 5 MANES pp i q D 2 __ q S ' ill M4A STMD MEAN NAX FACE AREA' ANCHOR TYPE: 1 0R 4 ANCHORS TYPE, 2 OR 3 ANCHOR TYPE: 1 OR 4 ANCMORS TYPE: 2 0R 3 ANCHOR TYPE 1054 ANCHORS TYPE: 2 OIL 3 ANCHOR TYPE: 1 OR 4 ANC310R5 TYPE: 2 OR 3 : MM. use NA% BASE MAX. RASE NA%. BASE R f GEAR MEIGNT UNIT MQGNT AREA MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE UPLIFT MM ALLOWABU I M. IATI9AL LOAD I ALLOWABLE MAY ALLOWABLE LATERAL LOAD -' M"3 ALLOWABLE tlNl7T MAX ALLOWABLE LATERILL LOAD NAz ALL0WA8fE - MAX ALLOWABLE M4X: UATERAL LOAD ALLOWABLE •♦ • MAX ALLOWABLE ". NAY LATERAL LOAD : 0LLOW'ASLE U959 MAX ALLOWABLE T. MAX wow LOAD M2OWABIE tNU95 MAX ALLOWABLE : MAX LATERAL LOAD ALLOWAIL8 U.693 MOMENT,(M) SNEANty) URNS (1) GMVIT(C) $gyy5522 ACS! 2■ O 4• l! 6 s a q 190.5 PSF 150.495E 14f .8 PSF IN6PSF 2,695 168.7 PSF 13L6 PSF 157.3 MP 4.2PS: ;212 PSP .._ 8 1 PSI 55 9 • 13,9 PSF •• 106,5 PSF " 119.0 PSF . 94.0 PSF 1iL5IMF 1 88.E 75F 24690 UL-FT 2289LB 479.91E 340.7U i 3q .... 150.1 PSF 118,5 PSF ... .. .H 1471PSF : 116.675E 1313 PSF 103.E 95F _ 129.395E ?DKF 5 • BP'� • IF 11�.99 87.5 Ki_ 93.E PSF 740 PSF - 92S PSf 710PSF 246.90 LLfT i)98 U 420A IB ^342.OU_ �'_.....� 24 ]8 ' 2760 M" ]24.6o5R 109 0 PSF %.4 PSF 84 4 95F 124.61Ni... Ss4 KF 107.0 PSF 84.4 K7 109.0 PSF 93.6 PSF 80.1 PSF 73.9 PSF 109A 95F 93,6 957 KF: I 7 . jji�9� • .5 _'" A 6 P6" -_ �.3 P�' • V* 73 815E • •e(!-2 95: • 63.3 PSF 77,9 PS5 61 5 PS; .... 66.E PSF 526 PSF 77.9 PSF : 61.5 PSF 66B PSF ' S2A PSF 2K 90U FT N6.%LLfC 1493 U 128.1 U 353,8 U 759.5 U. 344.2 U 346.6 U 18 137 0 PSf 69 0 950 • 89 2 PSF 70.3 P6F' 106.E 95F 67.5 KF ---5).O KF 681 KF 5915E 77.9 PSF -78.195E 61.5 PSF : 926 PSf 76,2 95E �3 75f I PSF'. d �1' �,9 _._ 9 PS 't 52:1•PSF •• �4 95F 62.7 'SF _ • 6194 99O • 1 51.6 95E 70.6 PSF 55.7 KF 5.6 PSF : 43 9 75: 66.2 75F ' 52.3 95F 59.5 95E 4J.0 75F 246.90 U-FT 2K.%U-Pr 228.2 L 179A U 506.4 U. 442.5 U: 369.21D %tA U : ,' %«i 99075E 54PSF )4.0 PSF y_58.4 PSF N:]PSi. -S1.i 95F 64.7K7 1 511KF. 55.5 PST._.+43.8PSF 555 PSF 46.3 PSF :._36.5 PSF K.2 PSF %S KF..._2K.90 --- LB -FT 149,3 t8 403.5U 362.9U ���i i ■4 : 36" i 63.5PSF� 50.195E 63.595E 150.175E 55.5KF 43.6PSF .. 55.5PSF 143.895E 47,6P. l 37.6PSF _43.8KF . 37.6 KF 47.6P5F T. 39.6 PSF 313ISF 39.695F- 3LI PSF 2K %UR 128:1U 3755 U' %2.JU ' 18 83.4 PSF 65.6 PSF 724 PSF 61.198E 720 PSF 57.6 PSF : 67.E PSF 53.5 PSF: 625 75F I 49.4 P. 5,1 9 I 45,9 PSF 53,1 PSF i : 411 P5F 48.5 95f 36.3 PSF 2465016-FT 2281 U 534.9 U 3397.7 U R 24 " 65.7 PSF 529 P. _1 63.8 PSF j_ 5.4 PSF 57.5 PSF 45.4 75F : 55.9 95F 44.1 95F _W1-3)J 49.3 95F .1 3L9 PSF 47.9 PSF _1._ 37.8 PSF 41,3 95F : 32.4 95F 40,0 75F. { 31.5 PO 246.90 LP» 179,81E K50 U' 186.91E'. - j 36 % 6300 tiH 54,6 PSF 43.1 PSF 54,6 PSF 43.1 P. 47,7 95F 37.7 PSF 47.7 PSF 7 40.9 MHO i 32 95F �.� 40. i 2.3 PSF ._._ . ... - 34.1 95F . 26 975E .__.-_ 34.1 935 26.9 PSF 246 9028-ET 149.3 U 422 2IA 341,6 U ... 35. ..... 46.5 95E .._ 3J.016F -._ MA PSF 3).O 98F _.__.. a1.0 PSF n.3 PSF 41.0 !IFS• 35.1 SF • I �.79�F R 1 PSF 19.1 95E 221 PSF 293 PSF . 23.175E 295.51E-FT I28.1 U 3915 U- 3M7 LB 10. 625 95F 49.1 PSF 57.6 KF 455ISF 59.7 PSF :4]3 PSF : 50.4 75F • 1532 8 PSIIKO B! i'.O R6P 2 L PSF 39.3 95F 30.6 PSF__ - %.l 95E. za.5 PSF IK.90lB-FF 2M.I U 565.5 U- 426.3 U •y5p 24.. K.3 PSF 389 KF 41.5 PSF 37.5 PSF 43.195E : 34,0 PSF 41.6 P. ]2.8 P8• 3•3 31•'F •G9 P5 1j.1 27 $. 2 PSF 30.E KF NJ PSF i9.B Kf: 23.5 P. N6.9016ff 179.E U K7.5 U- K9.4 U r ' L!) ) F\1.[!/(! 16 ^ 30 I 96 , 6400 W2 40.9 P5F 353 Ki 323 PSF _... 2].) 95F : K,7 PSF r 321 !SF ...._.. 3..__.- _ 1 75. t /SE I 27.7 PSF 35A P5F 30.7 75F : 28.2 PSF : 24.2 PSF 35.6 PSF • i •28 1 95• _ _ 30.7 95F •: 34.3 Pa , 1 30.7 �F • i _ j4 31 . 30.3 PSL T 20 PSF 30. 2 1 P5F •1 -1 B PSF �09 25.6 PSF 20.2 KF 21.9 PSF : 11.3 75f 253 PSF - : 20.1 PH I1.9 PST 37.I PSF 246.90 U-77 246.901E-FT 1493 L 12t:1 U 439.8 U: W7.6 U: 400.2 L 391.7 U 45.6KF 36.075E 41.795E : I 32.9 PSF 399 PSF 31595E 36.50g I 28.895E 34.271E I•M]KF 22.4 PSE :.12.575F 16.1P 17.0 P% 245.90 LB -FT 279316 LB 431.9 U' 7�• 35995E 28.395E 34,4 PEE ; 27.2 P0F..,.. 324P5F ;24.8 PSF 30.1 PSF 23.895E � 26.995E 21.20 � IBA PSF 32.1 PSF : ' l).) PSF :1 2L6 PSF: : 17.0 PSF IK-%LIFT iJ9A U 939.9 509.E U- 4319 U 7 K 31520 RY _ _.. ...._ -- 29.E PSF : 27.5 PSF .._ 29.5 95F 23.3 P. 26.1 PSF 206 95F _ _ : 256 PSF 20.4 PSF 224 PSF 1 17.6 PST ; 22.1 KF P. {/ /) ///j/j/J// /! /J,]'7' / 2465018-F7 149.3l 451251E:... .3%A L8 .._ 25.695P 20.2P5F' 25.6 P5F' 20.2 PSF 22,475E : 17.7 PSF : 22.455E : I 17.7 PSF ///://�.17///' t!-�1-23 /////y %f// / /I / / / • // / / / / 240.9D (347 128.fU 413.616 77221.0 • • • • • • • ' W. • : • • • ' • • •.... •... •....' •: •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • "FIXED HD" STAND DESIGN SCHEDULE CONTINUED PlIANK L: .ke i i i i i m*1)166656E6 DOEPIMAT106 FOR USE WITH HOST 1\1 48" STAND DEPTH: MAX FACE AREA 22081nt - 92161n' FRAME AMITY 4-7 FRAMES : .. STRUCTURE VERIFICATION ONLY• �/i' ♦.... ,. 1g PE O MAX - MAX FACE AREA ' 7 FRAME .. MAX FACE AMA � 6IMAIES UNIT TO FRAME RATIO FAIN.. MAX FAMLR : 5 FRAME - MAX FACE AREA : 4 FRAME :: STAND j MEAN MAX FACE' ANCHOR TYPE: 1 O14 ANCHORS TYPE: 20R.3 ANCHOR TYPE: 1 OR 4 ANCHORS TYPE: 2 OR 3 ANCHOR TYPE: 10114 : Ammamas TYPE: 2 OR7 )iNCNOR TYPE:106{ AXONOIC LYRE:3OR3 : MAX. LW MAX. 9ASf MAX, dISE Cb1R UNIT ;HEIGHT HE�IT AREA MAX ALAL LO.9LE LATERAL LOAD NAX ALLOWABLE UPUFf MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE uIi1R I '.AWN MAX Al1LN4'ABLE IALLdYABIF LATERAL LOAD I WLIPT MAX ALLOWABLE OTAAL LOAD MAX ALLpVA81E up, MAX ALLOWABLE LATERAL LOAD MAX AIDWAAE up.„, MAX MAX ALLOWABlE:A4DWIW.E LATERAL LOAD ; um* MAX LATERAL ALLOWABLE LOAD : MAX Al1DWABlF UPLIFT 4 MAX ALLOWABLE LATERAL LOAD MAX ALLOWABLE up„, MOMENT IN) .. SMEAR O0 :: UM.IFTm �..I,, -EW( tcl '\O * LO 200.0 AP'. 157.8Ki 1964P5f 1SS1KF 174.E PSF ! 141AKF 168.5f5F . 133.0 PSF. 14t-8KF 117.5 PSF 140.5 PSF 110JPSF 119.0KfT "CO IV 112.5Kf- p.8 PSF 246_9018•R 228,2La 471,91D: 713_._ � - II • 164.1 KF �,6 KF 161.I PSF ' L17.4 KF � 140 ] KF- t 111.0 PSF 138.5 PSF 109.3 PSF 117.2 KF 925 FS 115 5 PSF 91.2 PSF 93.8 NSF 760 PSF - 925 PSi 720 PSF 216.9016-fT 179A LL 421.2 U. r " QU ' 1 ROLL N 1208 W t%.3 PFii 107.E KF i)63 PSF : 1076 PSF Ilbd PSF 922ISf _ - I16t PSi 92.3 PSf : 97.a KF .._.__7 76 • PSF _._-.__.. 97.4 PSF _ 76.6 PSi Tl.9 PSi :61.5 PSF ..._____.. 77.9 PSF 61.5 MP 246.% LB -FT 149.3:LA_._ 385.018: t8 : O W W -`� � ' !/ - • �{ , LL _ • W = S . r>C 3 € Y! .0 01 a N 9 '1 111 N ri C O W W 40 36 : 117 0 AP 924 PSF I17.0 FSF 92.4 PSF 1003 P511 79 2 KF 100.3 PSF 79.2 PSF : 83.6 PSF 6,0 PSF 83.6 PSF : 66.0 P5P 6G! BP 528 PSF 66.8 PSF : 52.8 PSF 246.90 LB•FF 128.1IA 360.7IS 18 : 123.6 PS: 97.6 MP 115.6 PSF 92.3 PSI 106.0 PSF 83.6 PS 992 PSF 70.3 Kf 88.3 KF 69.7 P5F 427 PSF : 653 KP 70,6 PS : 55.7 PSF 66.2 PSF 52.3 Psi 246.90 U147 228.2 LB 509.6 LB 9)4KF„ 769 PSP 952 PSF 75.1 PSf.._. U-S PSF 659KF 111.665E 64.4 PSF- 696KF 54.9 PSG 6LPSF ; 53.7 PSF 55.6 P MP 43_9 PSF 54.5 PSF• 43.0 SSP 246.9018•6T 1798 LB 443.713 . ]0' 30 JT20 nF ..... 0PSF F. 63.8 PSF 89.9 PSF: 6]dKF __1 _ 69.3 PSF 54.7 PSF 89.3 PSF 54.7 PSF 57.6 PSF 45.61'S 57.0 PSF 45.6.Kf 6.2 PSF '' 36.5 PSF 61 PSF : 365 PSF 26.901841 149.3.1D 63.7 LB 362. 36. 69,4 F: K SAS 69.4 PSP. 54.9:PS? 59.5 PSF ! 47.0 PSI 39.5 MP 47.0 PS, 49.6 PSF 39.1 PSF 49.6 PSF PSF F 39.6 PSP 31PSF F 39.6 F ' 313 PSF 246.% IE4T 1211.118 376.71. 3' -/,�� 362711 1 18 ; KF - 72.0 PSF 64.7 PS ea. 8 PSF 74.2-P5F i 61.7 PSF 726 KP 57.3 PS 65.2 PSF 514 PSF 60.5 PSf ; 47.8 P9P 52.1 Kf 41.1 PSF : 465 PSF,___383 PSF 246.90 L8-PT 228.2H3 538.1 LB t 397.718 i N 7 _._912 )1.9 Ki 56.7 PSF 698 PSi , 55.1 PSF 618 PSF ': 6K _6 F 59.8 PSF T47.2 PSF 51.3 KF 40.5 PS49.9 PSF �_39.4 PSFILI _... 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I6 102 4 PSF ! 80.8 YSF 102.1 PSF ' 60.6 5F _. 68.2 PSF 53.9 5F 66.2 PSI' 53.8 PSF 246,9016FT 1493 L3 427.7 LB 314.1 LB 36" 1 87.9 FSF : 69.3 P5F 81.95E I 69.3 PSF 58.65E - !-. 46.2 PSF 556 PSP 46.25E 246.90 LB -FT 121.1U3 398.1 LB 311.2I - M " ! 30,OI . ....... 9A 9 PSF .......1 105.9 PSF B655F I 7305E ... RB P P$F 1, 97.3 PSF . I 702 P5F 89.4 5F 6165E - . 70 6 5E -, 48.65E 62.2 5F 594 PSF 64.9 PSF 46.95E 246,9015-FT 2469016FT 236_1 LB 1798 L6 572.0 11 494018 35117 L8 3419LB N 1 02" 30 " 1 -36 76.8 P9 • 60 6 P9 _._ 659PSF 5205E _36.6PSf 76 2 PSF : 60 1 P9 _.. 65.95E I 52A PSF ... 512 PSF 4395E 40.4 PSF ._. t .... 3465E - 50 8 P9 .._. ... 139PSI' 40 I PSP ... .74615E 246.90 u47 .... 2469018-FT 149 3 LB .._. 128.1u 446.4 LB sN lu 332-7 LB ---3272u_-- 18 --21 -, 04 -]p" 36' '. 1920 N 75.7 05F 1 _59.8 PSF 631E {985F 5 75.7 PSI' 59 8 5F 631 PSF 1985E- 65.4 PSF1 54.0 PSF 4{95F 3515E 62.5 PSF 13.0 P9 49.3 PS? PSF 246.90 LIIF7 2i69018dT 226.2 LB 179.8 0.851280.3 596.5 LB 337,3 LB 7644t8 560PSF M 2P6f... 46.0 PSF 71.95 552 PbF.... • 436P9. ... PSF 18.O F 3].95F E � 294 PSF .. 3735.. . 32.0E 5 15.3E 5 We .... 32.0 5F 29.1. PSF 35.35E U-F 246.90 T 216.90 -FT U U 9.3u 12B.iu 1651u 430.I 18 18 351 t .... 3 43.1u . • • ••. •• •.• • • .•• • •• .••• • • • ••• .4 • • • • • • • •.. • • • • • • • • • • • • • •• • • • •• • • • • •• • • • • • • • • • • • • • • •• • • • • • • ••• • • • 0 •..• • • • • • OP • • • • • •• • • • • • •• • z .-1 • • '... • _.. .• . •..• . • • • . • • • • • • • • • • • • • • • • •• •• • • • •• •• 4•• • • • 0•• • • 1 FRAME ASSEMBLY & UNIT TIE -DOWN DETAILS: GALV. BOLT FULLY TIGHTEN TO REFUSAL "C" CHANNEL RECTANGULAR TUBING )4' CHANNEL TO TUBE PROVIDE FILLET WELD FOR FULL VISIBLE CIRCUMFERENCE OF PIECE ®TO PIECE DOR© ROUND TUBING El) FRAME ASSEMBLY DETAIL 7/8" (T'P.) 4 ANCHORS PER PLATE -� (SEE ANC HOR SCHEDULE) BASE PLATE 1<a \ HOST STRUCTURE. PER Jz // ANCHOR SCHEDULE"�/� 7/8" TYP. EDGE 5'45'xi" BASE PLATE (4) 3`'0 SAE GRADE 5 THREADED RODS WITH %.0 MIN. WASHER AND LOCKING NUTS, TYP. UTILIZE LOCKING NUT EACH SIDE OF ALUMINUM ANGLE, TYP. (2) 3'x3"xWW" 6061-T6 CONTINUOUS ALUMINUM ANGLE TO MATCH BASE PLATE FOOTPRINT ABOVE. 071112E (1) ANGLE EACH SIDE OF ANCHOR ROW, SEE SIDE VIEW FOR MORE DETAILS. 1 r-ROUND TUBING 3 ) FRET WEIR POSTCIRCUMFERFULLENCE TO BASE PLATE BASE PLATE DETAIL i-BEAN MUST BE PARALLEL TO TRUSSES FOR THIS DETAIL —� ADJACENT POST ASSEMBLY, TYP. STAND DEPTH PER ----DESIGN SCHEDULE I ROUND TUBING WOOD; ADD (4) 36"0 LAG SCREW, );"0 MIN. WASHER, 314' MIN. EMBED, I" MIN. EDGE DISTANCE STEEL: ADO (4) %`0 THRUBOLT,% 0 MIN. WASHER AND LOCKING NUT. UTILIZE (2) TOP AND (2) BOTTOM, TYP. EXISTING W000 TRUSS MEMBERS (G.0.55 MIN.) OR }(' A36 MIN STEEL (INTEGRITY BY OTHERS), TYP. 1/2 MAX BERM A/C UNIT MOUSING (8) • 14 316 SS SHEET METAL SCREWS TD 22GA (0.031") MIN STEEL HOUSING PER ANGIE 4"41-1/2'x14GA (0.0281 A36 MIN. STEEL CLIP W/ (2) 1/40 316 SS BOLT W/ NUT & 0.75' 0.D WASHER TO I -BEAM. MIN (4) TIEDOWN CUPS PER UNIT, (1) PER CORNER ISOLATOR PADS (BY L MANUFACTURER) BEYOND. MIN. 4 PER UNIT A/C UNIT TIE -DOWN DESIGN PROFESSIONAL OF RECORD SHALL VERIFY CAPACITY OF HOST STRUCTURE 3" ASSUMED ROOFING FINISH MAX BY OTHERS/ HOST STRUCTURE BASE DETAIL SEE DESIGN SCHEDULES FOR REACTIONS PER EACH POST, AS ILLUSTRATED HEREIN, TYP. BASEPLATE REACTIONS FOR ILLUSTRATIVE PURPOSES ONLY 7/8" TYP. EDGE PLATE •• ••• • • • • • • •• • UTILIZE L•CKNIG NWT MOO/ ALUM•I•M ANGLE, TYP. • -ROUND TUBING (4) %"0 SAE GRADE 5 THREADED RODS WITH 3,"0 MIN. WASHER AND LOCKING NUTS, TYR, ANCHOR SCHEDULE FOR USE WITH DETAIL 3 ON THIS SHEET ONLY ANCHOR TYPE HOST I ANCHOR DESCRIPTION STRICTURE; M /1413/8'0 SAE GRADE 2 GALVANOED BOLTS W/.. ST®. !NUT 8 3/4"0 M W. WASHER TO STRUCTURAL A36 'STEEL MEMBERS (3/16' ORT HOST TF4GO .SSA-- =21 ,--._..._...... 7(4) 114"0 POWERS WEDGE -BOLT CONCRETE ANCHORS ':OR EQUIVALENT WITH 5/8"0 MIN. WASHER. 2-1/2" CONCRETE'ELREDLENT 8 3' MIN EDGE DISTANCE, 2-1/4' SPACNG !PER'STD' BASE PLATE. 3.114' SPACB4G PER 'HD' BASEPLATE. 4-1/4' SPACING PER -MD' BASE PLATE. 3❑ ® `USE DETAIL SO. USE DETAIL 3/6 FOR GROUND MOUNT WOOD ONLY WHEN APPROVED BY EOFL431.1ILDNIG OFFICIAL I(SEE NOTES BELOW)....- ...... _. (4) S/'IB" SAE GRADE 8 SHEET ANAL SCREWS:. STEEL 1WITH 3/8'0 MIN. WASHER TO STRUCTURAL A36 STEEL MEMBERS (3/16' MIN HOST THICKNESS) ANCHOR NOTES: IT IS UP TO THE INSTALLER TO ENSURE THAT THE HOST STRUCTURE IS SOLID AND CREATES A FIXED CONNECTION WITH THE AC STAND IN THAT ROTATION IS STRICTLY PREVENTED. IF THIS IS AT ALL IN QUESTION, THE BUILDING OFFICIAL SHALL REQUIRE A SITE SPECIFIC EVALUATION TO ENSURE STAND STABILITY ALTERNATE BASE PjAT4gA, SECTION A -A (SIDE -VIEW) ATTACHMENT AT "�f(�ODD�TEE! • • • • • • • • TRUSS MEMBERS • • • ••• ; • • •.; ; FOR USE AS AN ALTERNATE ATTAO(�ENTMETNl 0. AUANC IOR *PESO • • • ON DESIGN SCHEDULE TABLES. SITE FTC GN RECOMBIENDED.• • • : • EXISTING TRUSS MEMBER (2) 3"431,)¢• 6061-T6 ALUMINUM ANGLE TO MATCH BASE PLATE FOOTPRINT ABOVE. 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE FOR EACH ANCHOR. 3. ALL CONCRETE SUBSTRATE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI: CONCRETE SUBSTRATE THICXNESS SHALL BE GREATER THAN OR EQUAL TO 1.5xANCHOR EMBEDMENT. INSTALL CONCRETE ANCHORS TO UN -CRACKED CONCRETE ONLY. 4. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES ROOFING FINISHES. 5. WHERE EXISTING STRUCTURE IS WOOD TRUSSES, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD TRUSS MEMBERS, NOT INTO PLYWOOD. a 2 14 r. S 1 3 i 1 1 a 1 a Op conomBmpeu4.844BN 15-2480 IMAM Egg 16 •• • • • • • '• •. •- ♦ • • • ••• • • • • • • • •• •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• Adam Carrico 1151 NE 99th St. Miami Shores, FL 33138 SKETCH OF SURVEY SCALE: 1" = 20' • • • r • r r r • r • • r • Install 22 KW generator on new heavy duty prefab pad & alum stand min. 10' from side and rear property line. Existing 6' fence will screen generator from view Generator exhaust will be min. 10' from all windows, doors, vents, and 'TR. 1/2' Install 200 amp ATS Proposed elevation from top of aluminum stand for generator is 9.01' Flood Zone AE 8 FP. 1/2' dam, 0 FPL Meter 1-STORY c 7 23.5` PARKWAY 22' PAVNE'NT (70' TOTAL R/a., PER rHs P AT) N • • • • • • •• • ere •••• •4 • • • . • • • • Install 5(iu ga9on • LP tank below• :• • ground mtn' 10' •• from side and rear property line, min. 10' from house, min. 10' from any sources of ignition. N.E. 99th STREET 1# rrif. COPIES 1KREOF W T 1'4E SIGNATURE AL RA!S ) SEAL Or SJRV£YOR & Y.APPER. * &.qt?d. rPoad P• line %!+•D..forr3 Ike iIV, -.raw Ste Odor 6ar. eel 2 of 2 • • •• • •• • • • • •• • •• •'• • • • ••• • • • • THIS SUR NOT VAUD ANO THE A FLORID SKETCH OF SURVEY SCALE: 1" = 20' • • • • •• • • • .. • • • •.• • • •• Y,--....Y..........Y_Y�Y—Y.* x 5 ..Y—,—x—Y-14..----Y--Y—Y—Y—Y—Y- - olo :lb FIR. 1/2' i 5' ALLEY / 9' PAVEMENT i 1 NO.ID 75.00 • •—•••1 err • ••••• Efts 4 NOti• • • • •• • • . •• 4' WALL, LOT-17 (10 BLOCK-178 sLI CONC. SLAB 9.66' ai CONC. O 9.77 43, FlP. 1 /2. NO.I0 // /. LOT-18 BLOCK-178 • ELECTRIC / METER•1f 11.77 11 80' 0 15.70' ro 1-STORY BUILDING #1151 FFE: 9.89' 28.10' - 12.40' CONC. I I (TYPICAL) n CONC. DRIVE 75.00' t23.5' PARKWAY 15.83' 0 14.60' • • •.•• e '3. •LOT-19 I•• BLOCK-178 •• •e••• • s. • FlP. 1 /2- �1 NO 5116 22' PAVEMENT (70' TOTAL R/W. PER THIS PLAT) N.E. 99th STREET OR THE COPIES THEREOF ARE LEGEND T THE SIGNATURE AL RAISED SEAL OF —a—Owhead Msn lie SURVEYOR & MAPPER. —11— Wood Fe ce x — Cnonfnk Foa P �c-Esisting Elevations B.Moto Slater -Catch Basin r0.. =Pow Pole 0 =tight Pde F.DH. .Found 0ri1 Hole FARA =Found Nail le 0isc. FIR. =Found Iron Reber Sheet 2 of 2 • • • • • • • • • • • • • • • • •• • • • • U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. OMB No. 1660-0008 Expiration Date: November 30, 2018 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, anglalbuilding owner. SECTION A — PROPERTY INFORMATION P.ORJN URANCL!oeMPAN'Pbn• Al. Building Owner's Name Adam Carrico Policy (lumber.••:•. •. • • • • A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1151 NE 99th Street c drtiOgray NAIL NLTrMger: • • . • • •• City State Z'IP Code • • • Miami Shores Florida VW:'. A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) • • • • Parcel ID: 11-3205-018-0070 '.•' •• •. • . . A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. 25.866927°N Long.-80.174904°W Horizontal Datum: ❑ NAD 1927 x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 2000.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 8 c) Total net area of flood openings in A8.b 1020.00 sq in d) Engineered flood openings? ❑ Yes A9. For a building with an attached garage: a) Square footage of attached garage x No 0.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0.00 sq in d) Engineered flood openings? ❑ Yes x No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES . 120652 B2. County Name MIAMI-DADE COUNTY B3. State Florida B4. Map/Panel Number 12086C : 0306 B5. Suffix L B6. FIRM Index Date 09-11-2009 B7. FIRM Panel Effective/ Revised Date 09-11-2009 B8. Flood Zone(s) AE B9. Base Flood E evation(s) (Zone AO, use Base Flood Depth) 8 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes x No Designation Date: IJI CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1151 NE 99th Street Policy Number: City State ZIP Code Miami Shores Florida 33138 Company NAIC Number • • • • •• SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED .... . • • • • Cl. Building elevations are based on: ❑Construction Drawings* ❑ Building Under Construction* • �x Finished Construction , *A new Elevation Certificate will be required when construction of the building is complete. •... •. •. • • C2. Elevations — Zones A1—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, ARA1—A30, PO/AH AR/AO! • • • Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Riooenlr enter meters. Benchmark Utilized: MDCBM: B-400; Elev: 8.28' Vertical Datum: NGVD 1929 • • • • • • • • Indicate elevation x • datum used for the elevations in items a) through h) below. • • • • • • NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: • . . • , Datum used for building elevations must be the same as that used for the BFE. • • • Check a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 9.89 • x •. • • ; the m2asdrrMent used. feet ❑ meters b) Top of the next higher floor N/A ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ❑ feet ❑ meters d) Attached garage (top of slab) N/A ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 8.02 (Describe type of equipment and location in Comments) x feet meters ❑ f) Lowest adjacent (finished) grade next to building (LAG) 7.61 x feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 7.82 x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 7.61 x feet ❑ meters SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect I certify that the information on this Certificate represents my best efforts to interpret statement may be punishable by fine or imprisonment under 18 U.S. Code, Section Were latitude and longitude in Section A provided by a licensed land surveyor? x authorized by law to certify elevation information. the data available. I understand that any false 1001. Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number Andrew Snyder, P.S.M. LS5639 Digitally g y signed by Irew WIWI } S der .*.*.•. ' ' .% lel 8.06.05 15:49:04 -04'00' Title Surveyor& Mapper Company Name Landtec Surveying, Inc. Address 600 Fairway Drive #101 City State ZIP Code Deerfield Beach Florida 33441 Signature Date Telephone Ext. 06-04-2018 (561)367-3587 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) Section C2 E - A/C unit is located on the (right side, left side, front or rear) of the building. Highest crown of road elevation: 7.88' Elevation of proposed generator location: 6.51' Equipment used: Topcon Latitude and Longitude derived from Google Earth. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1151 NE 99th Street Policy Number: City State ZIP Code Miami Shores Florida 33138 Company NAIC Number • • • • SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT RgQUII1ED) • • FOR ZONE AO AND ZONE A (WITHOUT BFE) • .• For Zones AO and A (without BFE), complete Items El—E5. If the Certificate is intended to support a complete Sections A, Band C. For Items El—E4, use natural grade, if available. Check the measurementiosed. enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters LOMA riLOMR-F request, • • In Puerto Rico only,. ; ' the•elevation is abeve•or below... • • • • • • • • • : ❑ above or .❑ below the SAG.: • • • • b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters • r above orj below the LAU.. • i •• • • 9 (see pages 1-2 of Instructions), ❑ above or ❑ below the HAG. ❑above or below the HAG. ❑ above or ❑ below the HAG. with the community's certify this information in Section G. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters E3. Attached garage (top of slab) is ❑ feet meters ❑ E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Florida Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1151 NE 99th Street Policy Number: City State ZIP Code Miami Shores Florida 33138 Company NAIC Number .. • • •""• SECTION G — COMMUNITY INFORMATION (OPTIONAL) :..• '. • A • • • • The local official who is authorized by law or ordinance to administer the community's floodplain managttllart ardinanc2•can comple t • •' Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign betow.Olieck the measurement• used in Items G8—G10. In Puerto Rico only, enter meters. .... • • • • • ; . . ...• •••• G1. ❑ The information in Section C was taken from other documentation that has been signed and saalecl.by a licer s d•surveyor,.:.•' engineer, or architect who is authorized by law to certify elevation information. (Indicate the sgt,ittg ?id date3 Qttteetlevatipp • • �, data in the Comments area below.) • G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued of comrryit)i-slued B ')' •' or Zone AO. • •• • •• • • • , G3. ❑ The •following information (Items G4—G10) is provided for community floodplain management purposes. ' • •' •' G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ G8. Elevation of as -built lowest floor (including of the building: G9. BFE or (in Zone AO) depth of flooding at the G10. Community's design flood elevation: New Construction ❑ Substantial Improvement basement) ❑ feet ❑ feet ❑ feet ❑ meters Datum building site: ❑ meters Datum ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS ELEVATION CERTIFICATE See Instructions for Item A6. OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1151 NE 99th Street Policy Number: City State ZIP Code Miami Shores Florida 33138 Company NAIC Number • • • • • • • • • • If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photogrtl5hsbelow•attpbing to the•• instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, iforeglie , "Right Cide•View" end• • "Left Side View." When applicable, photographs must show the foundation with representative exarripls9 of the flood openings or • vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Contic►iat on Page.... • : ` • • • ; • • • • •• • • • • •• • • • • • •. • • • • •• • Photo One • Photo One Caption Front view Photo Two Photo Two Caption Rear view FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS Continuation Page OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1151 NE 99th Street Policy Number: City State ZIP Code Miami Shores Florida 33138 Company NAIC Number •••• • • ••••a • • • • • If submitting more photographs than will fit on the preceding page, affix the additional photographse�Qvi..ldentifyillsp�otogra hi.. with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left. -Side View." Alen applicable, photographs must show the foundation with representative examples of the flood openings or vents, andicaled in Sect& A8. ' •••• •••• • • • • • •••• •••• • •• • • • • • • •• •• •• • ff • • • • • • • • • • • • • 1 • • • •• • •• • • o • • • Photo Three Photo Three Caption t���`" Photo Four Photo Four Caption FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 ouAt.n xttet Quality Steel Corporation AG/UG Propane Tanks • IMENSIONS AND SPECIFICATIONS Kr r WATER CAPACITY riVNlr,n1C: DIAMETER (OD) nVv�rr�nvvnvr HEAD TYPE v'•✓�v,... OVERALL LENGTH .. •.-- 1. OVERALL HEIGHT --, _____ LEG` WIDTH _ LEG" SPACING WEIGHT (lbs.) "QUANTITY FullLOAO PER$1ACX `120 wg. ` 24" Ellip. 5'-8" 3' 1'-1 1/2" 2`-10 1/2" or 3 -11 260 108 j 96 16 112 `250 wg.._ 30" Hemi. 7'-10" 3'-8" 1'-5" 4'-11" 480 54 9 `320 wg. 30" Hemi. 9'-7" 3'-8" 1'-5" 5' _ 620 45 9 , 500 wg. 37 1/2" Hemi. 10' 4'-2" 1'-8" 5' 950 37 130 8 16 1000 wg. 41" Hemi. 4 16' • 4'-S" 1'-8" 10'-1" 1,800 17 I 15 6 15 1450 wg. 46 1/2" Ellip, 17'-4" 4'-11" 1'-9" 11'-7" 2,650 12 4 1990 wg. 46 1/2" Ellip, 23'-11" 4'-11" 1'-9" 16' 3,520 8 4 1 Dimensions and specifications hown are approcunate. individual vessels may vary • Leg spacing +/- 2'. Leg widths and sparing may vary based on mfg location. Check with your salesperson for details. 120, 250, 320wg. standard tanks • no holes in legs (one center hole on request) 500 and 1000 wg. standard tanks • 2 holes 16' on cen;et. 1450 wg and up as sRcwn above. • full load and stack quantities vary by shipping location. Check with your salesperson for details. General Specifications - Conforms to the latest edition of ASME Rules for Construction of Pressure Vessels, Section VIII, Division 1. Complies with NFPA 58. - Rated at 250 psig from -20' F to 125' F. All vessels registered with National Board. - Two service options available: Option 1: Ready -to -bury underground option, coated with either powder coated phenolic epoxy finish or liquid applied epoxy primer coat followed by urethane top coat, supplied with composite AG/UG dome. Option 2: Aboveground option, coated with either powder coated TGIC polyester finish or liquid applied epoxy primer coat followed by urethane top coat, supplied with steel AG/UG dome. - Ali vessels are shipped vacuum pre -purged to enable simplified first fill of the vessel. Updated June 30, 2015