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MCC-05-22-1099Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 425 NE 105TH ST, Miami Shores, FL 33138 Contacts Permit NO.: MCC-05-22-1099 Permit Type: Mechanical - Commercial Work Classification: A/C Replacement Permit Status: Approved Issue Date:05/10/202z Expiration:11/10/2022 Parcel Number 1122310430010 EDW A MCCARTHY-ARCHBISHOP Owner PERFECT AC SOLUTIONS Contractor 9401 BISCAYNE BLVD, MIAMI SHORES, 33138 RIMAI BARRIENTOS Business: 3057580539 MPINDER@SRLSCHOOL.COM 4662 SW 74 AVE, MIAMI, FL 33155 Mobile: 3862593056 Business: 7865129165 perfectacsolutions@gmail.com Description: AC CHANGE OUT EXACT MINISPLIT 1.5 TON Valuation: $ 3,97Inspection Requests: 0,00 SERVER ROOM 305-762-4949 Total Sq Feet: 0.00 or�m��uuuou� Fees Amount Application Fee -Other $50.00 CCF $2.40 DBPR Fee $2.08 DCA Fee $2.00 Education Surcharge $0.80 Permit Fee $88.95 Scanning Fee $9.00 Technology Fee $3.47 Total: $158.70 Payments Date Paid Amt Paid Total Fees $158.70 Credit Card 05/10/2022 $158.70 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOLwork. AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws :onstruction and zoning. Futhermore, I authorize the above named contractor to do the work stated. tho ized Signature: Owner / Applicant / Contractor / Agent Date �A\� May , 2022 ����>� 4 \ S�- �\� �"� Page 2 of 2 Miami Shores Village EF T1.4-RED Building Department MAY 02 2022 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Byl Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 i I BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING FBC 20Zo q Master Permit No. m Sub Permit ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING Q MECHANICAL Ej PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 425 NE 105th St City: Miami Shores County Miami Dade Zip: Folio/Parcel#:11-2231-043-0010 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type; Flood Zone: i City: M;MV i 5�A()VV-i State: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Perfect AC Solutions Address: 4662 SW 74 Ave City: Miami State: Fl- BFE: FFE: 7865129165 33155 Qualifier Name: Rimaj Barrientos Phone#: 3058782207 State Certification or Registration #: cad 815027 Certificate of Competency #2." DESIGNER: Architect/Engineer: Phone#: Address: City: State: _ Zip: Value of Work for this Permit: $ 3q }C) 00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of work: AC Changeout exact Minisplit 1.5 Ton (server room) Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ I DI-7 Q TOTAL FEE NOW DUE $ I Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 flrst 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 O rAGENT The foregoing instrument was acknowledged before me this �,")— day of (4 1 20 ZZ by -�vr 1Nho is personally nown t me or who has produced as Identification and who did take an oath. NOTARY PUBLIC: Sign: Print: _CaoriS 'Qavio bnii A Seal: .•...... ra01 ne c�u�eeu APPROVED BY W COMMISSION N HH 158450 EXPIRES: July 18, 2025 Signature CONTRACTOR The foregoing instrument was acknowledged before me this dayof. 7642r t l . 20 2 Z. by wh ersonally knoavn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign Print: i.vs Seal: t/ Plans Examiner Notary Public � State of Florida Commission My Comm. Expires Nov 3, 2024 d through National Notary Assn. Zoning (Revlsed02/24/2014) Structural Review Clerk Eligible for Federal Tax Credit. r FFHRI ficate of Product Ratings Certifiedeference Number: 8718495 Date : 04-28-2022 Model Status :Active CU-A-CB-O (Mini -Split Heat Pump, with Remote Outdoor Unit Air -Source, Free Delivery) Outdoor Unit Brand Name: FUJITSU Outdoor Unit Model Number: AOUI8RLXFWI Indoor Type : Mini -Splits (Non -Ducted) Indoor Model Number(s) : ASUI8RLF Rated as follows in accordance with the latest edition of AHRI 210/240 - 2017 with Addendum 1, Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), btuh :18000 SEER :20.00 EER (A2) - Single or High Stage (95F) : 13.30 Heating Capacity (H12) - Single or High Stage (47F) : 21600 HSPF (Region IV) : 10.50 Sold in?: USA, Canada ...... ...... . . .. .. .. . .... .... .... ..... .. .. . .. ...... T"Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; ORtnew modals that are being marketed but are not yet being produoed.'Production Stopped Model Status are those that an AHRI Certification Program Participant is no longer aroilly'jllb BUT is still selling or offering for sale. Ratinos that are aaomoanied by WAS indicate an involuntary re -rate. Tha new Dublished rafirw is shown alone with the orevious fi.e. WASI retina. DISCLAIMER AHRI does not endome the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of arty kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed In the directory at www.ahridirectory.Org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI. This Certificate Shall only be used for Individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole Or In part, be reproduced; copied; disseminated; entered into a Computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and Confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION & REFRIGERATION INSTITUTE The information forthe model cited On this certificate can be verified at www.ahridirectory.org, click on"Verify Certificate' link makelife better - and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which Is listed above, and the Certificate NO., which is listed at bottom right. ©2022Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 132956304309206067 7'C ijV�, DMiami Shores Village Building Department CIWAY 0 2 ZQZZ 10050 N.E.2nd Avenue BY: Miami Shores, Florida 33138 Tel: (305) 795 2204 Fax:(305) 756.8972 AIR COCW P CEMENT DATA q PERMIT NUMBER: MC oZ —ml 1 This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being City: Miami Shores Village 025 NT_ IOC sT County: Miami Dade Zip Code: 3 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means: YES ❑ NO 0 ARHI Sheet Attached: YES ® NO ❑ Contract Attached: YES UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER AHU or PKG. UNIT MODEL# �L COND. UNIT MODEL # v ( T-- \L% :Z( • 6Oo KW HEAT �P.\ , Goo J FA.w (' s NOM TONS A AHU _1 CU j� PKG 1) M.C.A AHU (CU PKG AHU I CU JO PKG 2)M.O.P AHUZJ CU.ZO PKG-,,,, .,^ AHU:? 00 CU_)_p PKG 3) VOLTS AHU.)q CU IA0 PKG, PKG UNIT / / PKG UNAT.. / / - EER/SEER 2U"j YES NO ;K REPLACING REPLACING DUCTS YES • .. X. YES NO Y REPLACING THERMOSTAT YES YES NO X NEW4"CONCRETE SLAB YES *..NO .K:•• YES NO X NEW ROOF STAND YES •:"FJO X ' YES NO NEW RETURN PLENUM BOX YES NO i�:•. 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): d(_f1EAy_E<L 3. Voltage of Circuit (208/240/480): d-AO 4. Size Disconnecting Means: Contractor's Company Name: T r'F =L uk W 1 Phone: ' () - S 12 —q (G S State Certificate or Registration No. CA(_ \Z(S O 2�- Certificate of Competency No. c A c ( So z-T Signature - _ -- Date: :I - 14 - 2U 2Z (Qualifier's slgnaw (Revised02/24/2014) to d' k�q.. LAJCSolutions 4662 SW 74th Ave Miami, FL 33155 (786) 512-9165 / (305) 783-7696 PerfectACSolutions@gmail.com Invoic( , DATE 04/19/2022 ....... ...... ................_ ........._.. _ _. INVOICE# 9708 .................................._......_. TERMS Due Upon Receipt DUE DATE 04/19/2022 I BILL TO ! St. Rose Of Lima Catholic School 425 NE 105th St Miami, FL 33138 JOB# DATE PO/REF# 19218 04/19/2022 Job Charges SERVICE LOCATION Michele Pinder Server Room 425 NE 105th St Miami, FL 33138 Qty Rate Total Server Room Unit 2. Option 1 Installation of a 1.5 Ton Mini Split by Fujitsu, with Freon R410A. Installation includes: new digital thermostat. Reconnect low and high voltage wiring. New drain line, New refrigerant lines. Hurricane Tie 1.00 Downs for Condensing unit. Warranty on Compressor 5 years, 1 year parts, as per manufacturer,. Warranty on Labor by us the Installers 1 year. Lead 5 Business days. Costs of Permits are NOT included. Should they be required, costs to be reimbursed to us. 1.00 I Note: Permit Application is still being processed. Fees to be added later . Job Subtotal Job Total CUSTOMER MESSAGE Invoice Total: i I Deposits (-): Payments (-): Total Due: $3,970.00 $0.00 o ° ° s0 0 0000°0 0 0 0 0 0 0 0 °°°° 0 0 0000 000000 ° ° °° o0 0 0 0 0 0 0 o r ° o ° 00 O $3,970.00 $0.00 $°3°,.9d70.00 j f 0.00 ° ° 0 °�119� 0 000 0 00 0 000000 0 0 0 0 O $3,�7&ob 0 0 0 0000 0►.)0 0 :0 0 0 0 0 0 0 ° 00 ° $3.97&0D 0 ° $.q.6 O 00 0 0 O O 00 0 O o ° ° ° 0 00 Eligible for Federal Tax Credit. Certificate of Product Ratings AHRI Certified Reference Number: 8718495 Dale: 04-28-2022 Model Status : Active AHRI Type: HRCU-A-CB-O (Mini-Spld Heat Pump, with Remote Outdoor Unit Air-Souroe, Free Delivery) Outdoor Unit Brand Name: FWITSU Outdoor Unit Model Number: AOUI8RLXFWI Indoor Type: Mini -Splits (Non -Ducted) Indoor Model Number(s) : ASUI8RLF Rated as follows in accordance with the latest edition of AHRI 210240 - 2017 with Addendum 1, Performance Rating of Unitary - Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), btuh : 18000 SEER : 20.00 EER (A2) - Single or High Stage (95F) : 13.30 Heating Capacity (H12) - Single or High Stage (47F) :21600 HSPF (Region IV) : 10.50 Sold in?: USA, Canada . . .... .... .. .. .. ..... ... ... ... . .... .... . . ...... .. ..... t"Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND Selling or offering for sal@; OR -new moJWs that are being marketed but are not yet being produced."Productfon Stopped' Model Status are those that an AHRI Certification Program Participant is no longer proa1lc415 BUT Is still Selling or offering for sale. Ratings that are accompanied by WAS indicate an involuntary re -rate. The new published reline is shown alone with the previous (i.e. WAS) retina. DISCLAIMER AHRI does not endorse the product(S) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly dIwIalms all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, In whole or in part, be reproduced; copied; disseminated; entered into a computer database, or otherwise utilized, in any form or manner or by any means, except for the user's Individual, personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION & REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.aliridirectory.org, click on "Verify Certificate" link we make life better' - and enter the AHRI Certified Reference Number and the date on which the certificate was Issued, which is listed above, and the Certificate No., which is listed at bottom right. 02022Air-Conditioning, Heating, and Refrigeration Institute FERTIFICATE NO.: 132956304309206067 r { t Douglas Ruggiano, P.E., P.A. 10059 SW 156 h Avenue Miami, FL. 33196 786-210-0881 Reference: Product Certification Statement Rooftop Mounted Mechanical Equipment Fujitsu Outdoor HVAC Unit (Group 3) Model Nos.: AOU30RLXB; AOU36RI.XB AOUI8RLXFWI, AOU24RLXFWI AOUI8RLXFWH; AOU24RLXFWH AOUIBRGLX; AOU24RGLX; AOU30RGI,X; AOU36RGLX AOUI8RLX; AOU24RLX; AOU36RLX AOU36RLXFZI AOUI8RLXFZH; AOU24RLXFZH Based on the manufacturers cut sheets for the referenced rooftop equipment, I have performed a wind load analysis to determine compliance with wind load criteria set forth by 2017 Florida Building Code Mechanical Section 301.15. Florida Building Code Building Chapter 16 and ASCE 7-10. Analysis results demonstrate that the equipment without retrofit is structurally adequate to withstand wind loads at the specified mounting heights for Exposure Categories identified in Table 1. This wind certification includes anchorage of equipment with 5/16" diameter anchors at the four base mount locations. Anchor material strength shall meet or exceed ASTM A307 requirements. Specifications for anchor attachment to host structure and certification for structural adequacy of host support structure is not included and shall be done by others. For analysis results, refer to Summary of Results at the end of the structures report associated with this certification. TABLE 1 Design Wind Speed Max Mounting Height Above Natural Grade (ft) Kz Exposure C Exposure D 120 Soo 5o0 2.47 130 500 500 2.11 140 500 400 1.82 150 275 180 1.58 160 160 85 1.39 170 85 40 1.23 175 65 30 1.16 180 so 20 ° ° .10 186 37 15 .03 190 35 Ground Mount Only ° .99 200 18 Ground Mount Only 0.89 `t1111111/111�I J . O N E 40 No 51497 •�� 40 69 a i STATE OF •: O• • O R t • 1 G s ' ....... *-0 ,TO� NAL & Dotillas J. u�o, P.E. Florida License No. 51497 0 0 00•0 000000 o e ee o0 eoeeee 0 e • o 0 0 0 0 0 oe o 000 0 0 0000 Goo 0 0 0 00 O 0 oe• o s ee•o eo 0 0 0 • • eo 0 00 0 0 o e o eo 00 0 e o • e e0 • o • 0 0 0 0 0 0 0 a 0 0 0 0 0 0000°0 • o 00000 0 0 0 0 • 0 0 000e00 0 e 0 000000 0 0 oeoese • e f WIND LOAD ANALYSIS AND STRUCTURAL CALCULATIONS FOR WIND CERTIFICATION OF ROOFTOP MECHANICAL EQUIPMENT FUJITSU OUTDOOR HVAC UNIT (GROUP 3) MODEL NOS: AOU30RLXB; AOU36RLXB AOUI8RLXFWI; AOU24RLXFWI AOUI8RLXFWH; AOU24RLXFWH AOUI8RGLX; AOU24RGLX; AOU30RGLX; AOU36RGLX AOUI8RLX; AOU24RLX; AOU36RLX AOU36RLXFZI AOUI8RLXFZH; AOU24RLXFZH Prepared By: Douglas J. Ruggiano, P.E. License No. 51497 10059 SW 156 Avenue Miami, FL. 33196 786-210-0881 AUGUST 2020 t������iii�i��� C�it o;• :?/ s-o 00 • o No 14a99edoo :�.o'�yo r oo e e �Oeo s O O e O e 0 i 00 ST ONO j��: o . e 0 0000 � q�00 S••.....1.• g,`� �� 0 0 'fill o ° gf1�14- 0 0 e0 0 ee 0 00 0 e e e 0 00 00e000 . 0 e 0 0 e 0 0 0 O O ee0eoe O O 00eoo 0 0 0 0 0 0 0 000000 0 0 0 00eaeo 0 0 eeeeee 0 0 )ouglas Ruggiano, P.E., P.A. Des. By: DJF )esign Computations Date: 8/14/202( Wind Load Analysis forRooflop Mounted Equipment Equipment: Fujitsu 0.75 - 2.0 Ton Chassis Model Nos: AOU30RLXB; AOU36RLXB AOUI8RLXFWI; AOU24RLXFWI AOUI8RLXFWH; AOU24RLXFWH AOUI8RGLX; AOU24RGLX; AOU30RGM AOU36RGLX AOUI8RLX; AOU24RLX; AOU36RLX AOU36RLXFZI AOUI8RLXFZH; AOU24RLXFZH APPracimate Weight of Unit (wtt o) wtunit := 134.1bf Length ofUnit 04 Le := 35.5-in Width of Unit (We} We: = 13-in Height of Unit (V. He := 32.7•in Mount Hole spacing Along Length (M14.� Mamt Hole spacingAlong Width (MHW): MHL 25.6•in MHW := 14.6-in Cam Weight at Point (R(HA) Rd1A :_ wtunit Rd1A = 33.5•1bf 4 Caner Weight at Point B (RdlB: Comer Weight at Point C (RdIC): Caner Weight at Pont D (RdID): Material Dom• Ultimate Tensile Shength of Cold Famed Sheet Metal Casing m Contact with Screw Head (Fuld: Ultimate Tensile Srength of Cold Famed Sheet Metal Casing Not m Cadact with Screw Head (Fug: Ultimate Strength of Metal Fasteners (Fug Yield Strength of Metal Casing (Fy) wtumt Rd1B :_ Rd1B = 33.5.1bf 4 0000 0 0 0 0 0000 e000°• e e o Wtue 00 0 0 000 • RdIC:= RdIC= 315Jbi.o °e0° o 4nrt s eeooe• oeo•se o • 00000 0000 0000 e • ���t�}L� • o o e � Ynit 006 00.0 00000 RdID:= RdID= 31ijbte •e 0 00mee 4 0 0 0 0 0 00 oe o 00 00000 • 000000 0 0 e o 0 0 o • • 0 0 oe e 0 0 0 0e0eo Fulcase := 43•ksf 00 e • ° e e oe Fu2case := 45•ksi Fug := 50•ksi Fy := 30-ksi Douglas Ruggiano, P.E.. P.A. Des. By: DJR Design Computations Date: 8/14/2020 Calculate WindLmd (PerASCE 7-10) Building Risk Category (Bpzo: BldgRisk := 111:V" Design Wind Speed (Vr V := 186 mph Mamting Height above Grade M H := 15 • ft EXpCat := "D" Velocity pt essmre exposum coefficient at height from ground to Kz := 1.03 G,entroid of Equipment Topogaphic Factor (K,�. Kzt := 1.0 Directiamlity Factor From Table 6-4 (Similar Shuchm) (Kd): Kd := 0.90 Ultimate Design Velocity Pressure Evaluated at height z of the Ceruroid of the Effective Area (qzULT): gzULT:= 0.00256•Kz'Kzt-Kd'V2.psf gzULT = 82.1•psf Allowable Design Velocity Pressure Evaluated at height z ofthe CenWd of the Effective Area qz:= gzULT'0.6 qz = 49.3•psf Lateral Pressure Coefficent GCflat := 1.9 Uplift Premae Coefficent GCfup1:= 1.5 Lateral WuidRemue (p�. plat := gz'GCflat plat = 93.6•psf Uplift Wind Pressure (p„ply pup, := qZ GCfupl pap, = 73.9•psf Projected Ama Normal to Wind (An): An := Le -He An = 8.1 • ft2 0000 Projected Area Parallel to Wind (Ap): Ap := Le We 02 a Ap = 3.2•ft 00 ° e 0 0 00ee oeee 0 0 000 0 ° 0 0 0 000000 ° eoeeee 0 00 0 00eeee 0 0 0 o.o• 0 0 oeo° o.e.ao •o.e e 0 0 0 0000 00000 oe..00 e e 0 0 00 . 00000 00 .0 o o • 0 00 eeeeee o0oeo0 o . o 0 e 0 0 0 ° 00 0 00eeoo e o 0 o s e o o 00 0 0 00 o e e000eo 00 0 o s 0 o e 0 00 2 of 9 V )ouglas Ruggiano, P.E., P.A. Des. By: DJF )esign Computations Date: 8/14/202( Calculate the WindLoadReactions W Unitto Curb (Refer toF-owe I) Fh:--" Plat'An Fh = 0.8•kip Fup = pupl•Ap Fup = 0.2•kip He Fh'— 2 F up Rw1A := - 2•MHW 4 RwIA = 0.4•kip (Downward) He Fh' 2 F up Rw1B := - Rw1B = 0.4•kip (Downward) 2•MHW 4 He Fh' 2 F + RwIC := 2• W 4p RwIC = 0.5•kip (Upward) He Fh' 2 F up Rw1D := + Rw1D = 0.5•kip (Upward) 2•MHW 4 Calculate Combined Reactions at eachAnchorge Location (head +Wind x FSstab): Vertical Reactions: RtotA := Rd1A + Rw1A RtotA = 0.4•kip RtotB := Rd1B + Rw1B RtotB = 0.4•kip oeee RtotC := RdIC -RwIC e 0 RtotC =-f.4•�cip0 e e e ° 00 e ° e e e o RtotD := Rd1D - Rw1D e see e e o RtotD = Ao4- W ' ° e e o ° ° ° ° ° eeeee Horizontal ease a°ee e e 000000 e 0 e e e e e e° eeee00 ee a ° 00000 0 00000 F h hor �- e 0 e ° ° 00 0e ° ee R = 0.244p ee ° hor 00000 ° ° 4 e e e o e eo 0 e oeeee Therefore, with the assumption of 4 anchor points 0 0 e (1 at each corner of the unit); eac�i Fl%prage �o ° o 00060 curb and corresponding building support components must be designed to withstand the Uplift: ° e 0 ° Reaction of RtotC = -0.4 kip and a Horizontal Shear Reaction of Rhor = 0.2 kipL l Douglas Ruggiano, P.E., P.A. Des. By: DJR Design Computations Date: 8/14/2020 A� Wlnd Direction PL A e r_ wove WQ/J �Ottffffffffffi m z F„ AC Uni x m b oRD or Re RA or Re FIGURE I SEC rton/ A -A 0000 O e 0 0 0000 000004 0 0 0 e 00 o e o00 e s e o 0 00eoe0 oe a eeeeel 0 0000e0 e e 4 o eoeo e000 oeoo e 0 o e e oeoe eseo oees0 0 oee000 00 0 00000 0 0 0 0 0 06 00 a 60 000003 0 oee000 e 0 0 0 0 0 0 00 o sesee 0 o e e o 0 00 e 0 0 0 o0000 eo a o0 0 0 0 o s 0 00 3ouglas Ruggiano, P.E., P.A. Des. By: DJR )esign Computations Date: 8/14/202C Calculate No. of Fasteners Req'd for Panel No.1 AuachnwntDaf• Nominal Screw Diameter (O. } screw 0.157•in Thread Series, threads per in (unc� unc := 14 Affective Shear Stress Area of Screw (Av): 2 AV •= � .(�screw _ 1.2269 -in Av = 0.0038 _in 2 4 in unc Thickmess of Metal Casing in Cantact with Screw Head (tl): t 1 := 0.0276 • in Thickness ofMetal Casing Not in Canted with Screw Head (Q2 t2 := 0.0276 • in Casing Thickness Ratio (rc� rc := t2 rc = 1 tl Panel Length aVm� Lpan:= Le = 35.5•in Panel Width(Wp,� Wpan = We = 13•in Calculate NominalSkeanper Fa WnerBased on Bewftfor rc <-- LO (P*cwd: Pnsl := 4.2• t134screw'Fulcase Pnsl = 0.343•kip Pns2 := 2.741•(Oscrew Fulcase Pns2 = 0.526•kip Pns3 := 2.742•4)screw'Fu2case Pns2 = 0.526•1cip Pnscase:= if(Pnsl :9 Pns2,if(Pnsl <— Pns3,Pnsl,Pns3),if(Pns2 S Pns3,Pns2,Pns3)) P11Scase 0.343 -kip 000e 0 ° o 0 0 0 0 *Gob 000000 Calculate Nominal Shearrper Fastener BasedonShear CWwity ofScrew (Pkrs f e 00 e 00 e e o 0 Pns FuEris•A screw e ns SCreW ° 0000 a 6660 o 6000 e e e e e e CaleuWeAllomible ShearperFastener (Pas): 0 0 0 00 0 0 0 o eoe e0000 Pns0 e o00 e 0 0 e e 0 0 0 0 e e u o e nbrg := 3.0 Pasl := case brg 00 oe Pasl = 4�114.1tbP o o e ee o 0ea ee a o ooeee e 0 eee.. ) j 3 nsscrew o e 0 0 0 e e o 0 0 0 o oe e oeoeo _ �— Pas2 := Pas2 = 0.044•kip 0 o o o e 0 e screw 0.40screw Do Pas := if(Pasl 5 Pas2,Pasl,Pas2) Pas = 0.044•kip Calculate Total Uplift on Pawl (FV: Fupl := pupl•Lpan•Wpan Fup1 = 0.2•kip Calculate Total Na of Screws Regrdred (Now,): L l Noscrewsl ceil Pas NoscrewsI = 6 )ouglas Ruggiano, P.E., P.A. Des. By: DJF )esign Computations Date: 8/14/2021 Calculate No. of Fasteners Req'd for Panel No. 2 AttachmentDazw Nominal Screw Diameter (cA ,� (Oscrew 0.157 • in Dia of Hex Head: ahead 0.42- in Thread Series, threads per in (urc� unc := 14 Affective Tensile Stress Area of Screw (N. 2 screw 0t9743 At :_ �r — — -in2 At = 0.006-in2 4 in c Thickness dMetal Casing in Ca Ud with Screw Head (tl). tl := 0.0276•in Thickness ofMeW Qsing Not in Caritact with Screw Head (t2� t2 := 0.0276•in 'Casmg Thickness Ratio rc rc := Q rc = 1 tl Panel Length Lpan := He = 32.7-in Panel Width(Wpffll): Wpm = We = 13•in Calculate Nominal Tension orPullout per Fastener Based on Bearing (Pnt,,.d: Pntl := 0.8542-(Oscrew-Fu2case Pntl = 0.166•kip Pnt2 := 1.541 4head-Ful case Pnt2 = 0.782-kip Pntcase := if(Pntl <— Pnt2,Pntl,Pnt2) Pntcase = 0.166•kip CalctdateNominal Tensile orPulloutper Fastener Based on Tensile Cagw&y ofScrew Pn tccrew •• F ufas' At Pn c- 0.300-kip tccrew 0006 °0e0e e °000= . e ° 00 O e eo0 �p�j�'`�Q * ) ����j�f� CalculateAllvwable i Wlot per FaWner (AW): 0 0 0 O O O :a** 0 0 0 0 0 0 O o O °° O O O 00004 O Pnt flbrg:= 3.0 Patl :_ case brg Patl = 0.933 ldp 0 eopo 0 0 0 0° 0000 a e e e e 0 0 0 0 0 0 O 0 O O O 0 O O e p 0 0 0 1 Pn tccrew 0o 00 0 00 0000 n = Pat2:= screw = Pat2 = 0.320160 e e 0.40 screw 0 e 00 ° 0 e p Pat := if (Patl :5 Pat2, Patl, Pat2) e o Pat = 0.660rdpo 0 00 0 0 e 0 e 0 00 0 00 00 Calculate Total Horizontal Force on Panel (Fhd: Fhoriz p laf Lpan' Wpan Fhoriz = 0.276 • kip Calculate Total Na of Screws Required (Now,): Fhoriz Noscrews2 ceil Pat Noscrews2 = 6 0 0 0 0 ° 0 0 0 0 O O )ouglas Ruggiano, P.E., P.A. Des. By: DJF )esign Computations Date: 8/14/202( Calculate No. of Fasteners Req'd for Panel No. 3 AttachmentDaft: Nominal Screw Diameter pmw� = 0.157 • in 0.42- in screw •• 1?ia ofHex Head head '_ Tbead Series, threads per in (unc� unc := 14 Affective Tensile Stress Area of Screw (At) 2 At it 40screw — 0.9743 -in2 At = 0.006•in2 4 in unc Thickwss ofMetal Casing in Ca tact with Screw Head (fly: tl := 0.0276•in Tlhiclahess of Metal C'asirg Not in CAntact with Screw Head (t2� t2 := 0.0276 • in Casing Thickness Ratio (rc}: rc := t2 rc = 1 tl Panel Lergth Lpan:= Le = 35.5-in Panel Width(W : Wpan := He = 32.7•in Caku&e Nominal Tension orPullout per Fastener Based on Bearing (PW..): Pntl := 0.8542-(Oscrew-Fu2case Pntl = 0.166-kip Pnt2 := 1.5•t14head-Fulcase Pnt2 = 0.782•kip Pntcase:= if(Pntl <— Pnt2,Pntl,Pnt2) Pntcase= 0.166•kip Calculate Nominal Tensile orPWoutper Fastener Based on Tensile Capacity of Screw Pntscrew �= F°fas' At tccrew o 0.300 •kip ° ° e e e e ° CalculateAllowable Prdloutper Fastener (Pat): o ° .00° ° ° o eee e PntcaSe �brg �= 3.0 Patl := nbrg eee.oe Patl = 0.0u•kp °e000° ° eseo °0000° e ° a a ease t� 1 n'SCteW oee000 0 0 0 e 00 as a o e o a 06 16 0000 screw �= Pat2 := Pat2 = 0.IIQ-NR o 04 001 ° 0.40screw e ° m e ° e eee ° Pat := if (Patl <_ Pat2, Pat1, Pat2) Pat = 0.015 1 p o e o 0 ° ° ° ° 0 0 0 o .. . Calculate Tad Horkontal Force on Panel (F�j: 0 0o %open := 30% Fhoriz plat-Lpan-Wpan-0 — %open) Fhoriz = 0.528-kip Calculate Tad Na of Screws Required (No.,,,,): Fhoriz Noscrews3 ceil Pat Noscrews3 = 10 )ouglas Ruggiano, P.E., P.A. Des. By: DJF )esign Computabons Date: 8/14/202( CheckAdequacy of Base Plate and Anchorage Hardware AAWhmentDaf• Nominal Bolt Diameter(eft) (Obolt:= 0.3125•in Affective Bolt Area (Aee 2 ±4holt Ae ff : •in2 4 in Ae ff = 0.077• in2 BoltMaterial :_ "ASTM A307 or Greater" Allowable Tensile Strength (F�: Ft = 20• ksi Allowable Shear Strength (F,,� Fv := 9.9• ksi Bolt Shear Capacity (V u): Vall := Aeff'Fv = 0-8-kip Bolt Tension Capacity (Td): Tall := Aeff•Ft = 1.5-kip Owck"Adequacy with WindPerpendicukvtoLongSMe Number of Bolts Provided to resist Tension (NoBolt.s, , . NoBoltsprovtens := 2 12RtotCl tbolt tbolt = 0.4• kip NoBoltsprovtens Number of Bolts Provided to resist Shear (NoBol ): NoBoltsprovshear := 4 2•Rhor vbolt:= vbolt = 0.1-kip NoBoltsprovshear eeoo CSR bolt + vbolt bolt,— o e e e ease CSRbolt a 041�i 0 # 0 e e e e oeseq° a e ° Tall Vall 00000• or a O e eeee0 q sooega e Checkbolt := if (CSRbolt <_ 1.0, "OK" , "NG" sees o000 CheckboltCR a CW ° e e e 0 ° 0eeeoo oe a O e e e 0 0 000.00 W obese Check Base Me e o o e a oe o0 0 0o s000so 0 06000 ° 0 Width of Base Plate: e o o bbp := 2�• in e ° o ° ° 00 ° e o ° "' Thickness Thickness of Base Plate: e 0 0 b ° ° e tbp := 0.041-inq 00 0 wool ° arm := 1.5in MomenlArm: Calculate Effective Section Properties of Base Plate (Unit - Inches) b t lhflange 11 12 di I d2 Al A2 ybar y1 y2 Itotal Stotal Atotal 2 0.047 0.66 1.73E-05 0.000902 0.6365 0.3065 0.094 0.0288 0.631 0.029 0.631 0.042611 0.06753 0.122811 )ouglas Ruggiano, P.E., P.A. Des. By: DJF )esign Computations Date: 8/14/202! Amx Section Modu M Shear Suess: Allowable Bending Suess Allowable Shear Stress fb fV 2 CSRbp :_ — + — = 0.6 Fb FV CheckBasePlate := if CSRbp <— 1.0, "OK" , "NG11 = 110K" Summary of Results: BuildingRisk := BldgRisk = 11IV'1 DesignWindSpeed := V•mph = 186•mph ExposureCategory := ExpCat = "D" MountingHeight := H = 15•ft Number of Panel Fasteners Provided By Manufacturer: PanelNa 1: Noscrews.stdl 8 Panel Na 2 Noscrews.std2 8 Panel Na 3: Noscrews.std3 10 Ax := 0.122811 •in2 Sx := 0.06753 • in3 t'� fb tbol = 10•ksi Sx fV •— tbolt = 3.6•ksi Ax Fb := 0.6•Fy = 18000 psi Fv := 0.4•Fy = 12000 psi Number of Panel Fasteners Required By Analysis: Panel Na 1: No = 6 screvX, 0 ° ° Panel Na I° ° °V °°°° 6 screws2o o 0000 00 O O 0 b 0 O 000000 00 O 0000 Panel Na 3: o �oscrews3a= 10 o e O ° ° °0001 0 0 O 0 Pmtell'Qste% I.IIGL' • oaov ovo0 00 :0 000000 00 O OOe • 0 O GOOD checkp = if(No > No "OK" "NG" } _ "OK" ° ° ° 0 0 ° 0 anell = screws.stdl — screwsl p0s0o0 O ° o e O tl Il 1 it f/ f1 O O O O O *seed checkpanel2 if �Noscrews.std2 NOscrews2 OK , 'NG = OK e e ° ° ° °° ° 0 0 o seoo oe o 00 O o checkp if (No > No "OK" "NG") = "OK"° ° ane13 �= screws.std3 — screws3 � � ° 00 Eq►*nsent Tie Down toSWortBy Others: BoltMaterial = "ASTM A307 or Greater" TieDownBoltDia := Obolt = 0.3125•in CSRbolt = 0.4 CSRbp = 0.6 0 ° ° O 0 0 0