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DGT-07-23-1712Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 „issue Date: 07/27/2023 Location Address Parcel Number 172 NE 110TH ST, Miami Shores, FL 33161 1121360040460 Contacts Permit NO.: DGT-07-23-1712 Permit Type: Decks/Gazebos/Trellises Work Classification: Pergola Permit Status: Approved Expiration: 01/29/2024 FRANCISCO AGUIRRE Owner HOM ENTERPRISES LLC Contractor 172 NE 110 ST, MIAMI SHORES VILLAGE, FL 33161 RAUL GONZALEZ Other: 7862714832 9910 NW 80 AVE 21, HIALEAH, FL 33016 Business: 3059841505 aldo@homenterprisesllc.com Inspection Requests: Description: ALUMINUM PERGOLA Valuation: $ 14,000.00 305-762-4949 Fees Amount Application Fee - Other $50.00 CCF $8.40 DBPR Fee $4.88 DCA Fee $3.25 Education Surcharge $4.20 Gazebos, Trellises and Pergolas Fee $275.00 Planning and Zoning Review Fee $70.00 Scanning Fee $15.00 Structural Review ($60) $60.00 Technology Fee $32.50 Total: $523.23 IN Total Sq Feet: 400.00 Payments Date Paid Amt Paid Total Fees $523.23 Check # 944 07/27/2023 $473.23 Check # 921 07/11/2023 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNER IT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regul ti g ion and zoning. Futhermore, I authorize the above named contractor to do the work stated. -7/ Au orized Signature: ner / Applicant / Contractor / Agent Date July 27, 2023 Page 2 of 2 It A iami Shores Village RIECRUVE�D BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC Building Department 11 1, z023 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 7S5-2204 Fax: (305) 756-8972 z d------ INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20ZO Master Permit No..b�'TT-nj- Z3 1-712— Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR _ DRAWINGS JOB ADDRESS: -7: E. I I r0 ` (1 t A'I( 3 j I,4I City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1 ( Zi 3(0 - CClq - OL( b c) is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): t at /Z1 Pho'�ne#: -76 a Address: i � o✓ f- i 1 d City: 0 (.J j 14'0 ru "'5 State: Tenant/Lessee Name: Email: Zip: - .? % � / Phone#: '� Y G - �1 1 I CONTRACTOR: Company Name: r t o �� _�� �r1'_�i�^�� Phone#: 7O T f9 2 4- %So Address: S✓i ►),j A,oUr`&( 2- Email: A L>7oL-�—O N,o ^j 'c.2 f?`-5 LLC �coI r Qualifier Name: A Gffj ttj 2-4 L�Z Phone#: 70 F - <3 9 t- (S� S State Certification or Registration #: 6 C.� on SI 1:7 / Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address City: Value of Work for this Permit: $ mot-, o O Square/Linear Footage of Work: State: Zip: A&,a Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: f1' L V I I IJ y I �f 1- 6 o 4- a Specify color of color thru tile: Submittal Fee $ S-, W Permit Fee $ % �.� .s CCF $. LO Scanning Fee $ I S - W DCA Fee $ 3 • L,!� DBPR $ `-4 - Technology Fee $ -3 2 • 'jam Training/Education Fee ; Structural Reviews$ 60•U) CO/CC $ Notary $ ?16' Double Fee $ P&Z Review $ 70- LIB Bond $ (Revised 04/05/2022) TOTAL FEE NOW DUE $ HI 3. 23 c Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 OWINEP, 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, CONSUI..T WITH YOUR LENDER OR. AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMM ENCEMENVY 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. Alsc, 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 WNER or AGENT The foregoing instrument was acknowledged before me this a(3k" day of �J� , 20 2:1 , by 4 6ci 1!L/ewho is personally known to me or who has produced ` as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: _ (�(� cq Seal: LUIS ENRIQUE CANGA PINA Commission # HH 057822 Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of 20 23 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: 1 Print: lickj---- Seal: ,;dYP LUIS ENRIQUE CANGA PINA Commission # HH 057822 ;po ' Expires October 28, 2024 ••.•Rp1.•. 8=W TW TOY Fain Insurm N0 *******4J*V4Mfnat*n'ww%"' 4!w- *******W!******#* *********** APPROVED BY \1 —I IW) / Plans Examiner ************* O71W Zoning Structural Review (Revised04/05/2022) Clerk Property Information Folio: 11-2136-004-0460 Property Address: 172 NE 110 ST Miami Shores, FL 33161-7046 Owner FRANCISCO AGUIRRE ROSAMARIA CHANG .......... Mailing Address 172 NE 110 ST MIAMI SHORES, FL 33161 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/1/0 Floors 1 Living Units 1 Actual Area 1,808 Sq.Ft Living Area 1,784 Sq.Ft Adjusted Area 1,671 Sq.Ft Lot Size 9,300 Sq.Ft Year Built 1940���� Assessment Information Year 2023 2022 2021 Land Value $520,568 $325,169 $267,742 Building Value $122,317 $122,317 $93,242 XF Value $3,280 $3,317 $3,354 Market Value $646,165 $450,803 $364,338 Assessed Value $345,342 $335,284 $325,519 Benefits Information Benefit Type 2023 2022 2021 Save Our Homes Assessment Cap Reduction $300,823 $115,519 $38,819 Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description COLLEGE HEIGHTS PB 42-8 LOT 15 BLK 2 LOT SIZE 75.000 X 124 OR 12015-879 1283 1 Generated On : 7/11/2023 Taxable Value Information 2023 2022 2021 ............. County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $295,342 $285,2841 $275,519 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $320,342 $310,284 $300,519 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $295,342 $285,284 $275,519 Regional Exemption Value $50,0001 $50,000 _ T$50,000 Taxable Value $295,342 $285,284 $275,519 Sales Information Previous Sale Price OR Book -Page Qualification Description 01/07/2015 $325,000 29465-1778 Qua[ by exam of deed 12/01/1983 $78,000 12015-0879 Sales which are qualified 05/01/1976 $45,500 00000-00000 Sales which are qualified 09/01/1973 1 $40,000 00000-00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp:/twww.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/Apps/PA/propertysearch/ 7/11/2023 ;rCak �F I� STRUCTURAL CALCULATIONS rl® pr r JUG 1. 1 2oi6 (BASED ON FLORIDA BUILDING CODE 2020, 7th EDITION) L ALUMINUM ROOF FOR: AGUIRRE RESIDENCE 172NE110ST COPY MIAMI SHORES, FL, 33161 PROJECT NUMBER: A23077 PREPARED BY j STR�CI=�, ,,— tr L J'L Masood Hajali, P.E. APPROVED_ LIC NUMBER: 82038 CALC ENGINEERING LLC 2000 NW 89 PL UNIT%10� lupy°geeee® DORAL FL 331472'--6'�-'W - Z., °moo EJo. 82038 •@ CC STATE 01 �' JULY 2023- •, 1� , fist' DAT*b-- Cak �n fu�e�u9 TABLE OF CONTENT ALUMINUM ROOF FOR: AGUIRRE RESIDENCE 172NE110ST MIAMI SHORES, FL, 33161 PROJECT NUMBER: A23077 1. WIND ANALYSIS...................................................................................................1-3 2. COLUMN ANALYSIS.............................................................................................4-5 3. BEAM ANALYSIS..................................................................................................6-8 4. DEFLECTION ANALYSIS..........................................................................................9 lJL/�LCi PROJECT: INSULATED ROOF CLIENT: AGUIRRE RESIDENCE PAGE: 1 >zzyutP�g ADDRESS 172 NE 110 ST, MIAMI SHORES, FL, 33161 DESIGN BY: SA --- ✓ JOB NO.: A23077 DATE: 07/06/23 REVIEWBY: MH INPUT DATA County: Miami -Dade County Surface Roughness (B,C, of D) C Note,( B for Urban& Subsuban areas. C for open terrain with scattered obstructions D for flatunobstructed areas arid water surfaoes% Exposure category (B, C or D, ASCE 7-16 26.7.3) C Note.(B for h<301t& Surface Roughness-. B. C for nor Bor G. D for Surface Roughness=D) Importance Category (I,II,III,IV) (ASCE 7-16 Table 1.5-2) II Importance factor (ASCE 7-16 Table 1.5-1) Iw = 1.00 Basic wind speed (ASCE 7-16 26.5.1 or 2015 IBC) V = 175 mph Topographic factor Ki = 0 Topographic factor K2 = 0 A _..- - Topographic factor Topographic factor 7-16 26.8 & Table 26.8-1) K3 = Kr = 0 1 Flat (ASCE Building height to eave h, = 9.000 hri _ ft I € ��,` _ _ _ he Building height to ridge hr = 9.250 ft i M! Building length L = 12.000 ft Building width B = 11.00 ft r'' /L Roof angle e = 0.0 Rad= 1.3 Degree Enclosure Classification (Open, Partially Enclosed, Enclosed) Open Open=A building having each wall at least 80 percent open, Effective area of components A = 100.38 ft' Foundation thickness t= 4 inch DESIGN SUMMARY Max horizontal force normal to building length, L, face Max horizontal force normal to building length, B, face Max total upward force Foundation Area = 5292.54 lb = 4405.01 lb =-6318.92 lb = 261 It, lower foundation thickness allowed ANALYSIS Velocity aressure qh = 0.00256 Kh K,r Kd V2 = 56.64 psf where: qh = velocity pressure at mean roof height, h. (Eq. 28.3-1 page 298 & Eq. 30.3-1 page 316) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 28.3-1, pg 299) = 0.85 See ASCE Table 28.3.1 Kd = wind directionality, factor. (Tab. 26.6-1, for building, page 250) = 0.85 See ASCE Table 26.6.1 h = mean roof height = 9.13 It 60 ft Heigh limit [Satisfactory] (ASCE 7-16 26.2.1) < Min (L, B), [Satisfactory] (ASCE 7-16 26.2.2) Velocity Pressure Exposure Coefficients, Kh and Kz Table 28.3-1 Terrain Exposure Constants Table 26.9-1 Height above ground Exposure level, z B C D Exposure a zg (ft) a b a It m 0-15 0-4.6 0.7 0.85 1.03 B 7.0 1200 117.0 0.84 1/4.0 20 6.1 0.7 0.9 1.08 C 9.5 900 1/9.5 1.00 1/6.5 25 7.6 0.7 0.94 1.12 D 11.5 700 1/11.5 1.07 1/9.0 30 9.1 0.7 0.98 1.16 Exposure b c I e zmin (ft) 40 12.2 0.76 1.04 1.22 50 15.2 0.81 1.09 1.27 B 0.45 0.3 320 1/3.0 30 60 18 0.85 1.13 1.31 C 0.65 0.2 500 1/5.0 15 D 0.8 0.15 650 1/8.0 7 Notes: 1. The velocity pressure exposure coefficient Kz may be determined Notes from the following formula: zmin= minimum height used to ensure that the equivalent height Z is greater For 15ft<_zszg For z<_15ft of 0.6 h or zmin. Kz=2.01 (Z/zg)A(2/a) Kz=2.01 (15/zg)A(2/a) For building with h<zmin, Z shall be taken az zmin. Note: z shall not be taken less than 30 feet in exposure B. 2. a and zg are tabulated in Table 26.9-1 3. Linear interpolation for intermediate values of height z is acceptable 4. Exposure categories are defined in Section 26.7. Design pressures for MWFRS P = qh [(G Cp,)-(G Cai )] where: p = pressure in appropriate zone. (Eq. 28.4-1, page 298). 16 psf (ASCE 7-10 28.4.4) G Cp r = product of gust effect factor and external pressure coefficient, see table below. (Fig. 28.4-1, page 300 & 301) G Cp i = product of gust effect factor and internal pressure coefficienl.(Tab. 26.11-1,page 258) 0.00 or 0.00 JUL. 1 1 2023 a =width of edge strips, Fig 28.4-1, note 9, page 301, MAX[ MIN(0.16, 0.1L, 0.4h), MIN(0.04B, 0.04L), 31 By.3.00 ft G__D_ PROJECT INSULATED ROOF a& CLIENT: AGUIRRE RESIDENCE PAGE: 2 [/j(,{j( 79 ADDRESS 172 NE 110 ST, MIAMI SHORES, FL, 33161 DESIGN BY: SA JOB NO.: DATE, 07/06/23 REVIEW BY: MH Wind Analysis-.. or 'ow-nse Building (FR70using nvE O a Procedure, Bas-eg—on ASCE 7-2016and ENCLOSED SIMPLE DIAPHRAGM LOW-RISE BUILDINGS Condituions: 1- The building is a simple diaphragm building as deft ned in Section 26.2. ok 2. The building is a low-rise building as deft ned in Section 26.2. ok 3. The building is enclosed as defi ned in Section 26.2 Not good 4. The building is a regular -shaped building or structure as defi ned in Section 26.2. 5. The building is not classy ad as a O exible building as defi ned in Section 26.2. 6. The building does not have response characteristics making it subject to across wind loading, vortex shedding, instability due to 7. The building has an approximately symmetrical cross-section in each direction with either a Oat roof 8. The building is exempted from torsional load cases as indicated in Note 5 of Fig. 28.4-1 The wind pressures are obtained directly from a table Area(square feet Case A Case B- B= 0 B= 0 C= 54 C= 72 E= 33 E= 33 tU f H= 33 H= 33 MEAN ROOF HEIGHT (FT) EXVUSUKE B C D 15 0 1 21 .4 20 .00 9 5 0 .3T.-6T- 30 1. 0 1. 0 1. 35 1.05 1.45 1.70 Main Wind Force Figure 28.6-1 En( Si Basic Wind Speed (mph) Roof Angle (degrees) Load Case 160 fW 150 1 0 250 2 300 to 450 2 180 0- 0 150 1 ling System - Method 2 Design Wind Pressure Buildings d Design Wind Pressure, Ps30 (i Horizontal Pressures A B C 21. 6.9 .8 1 300. 1.0 6.9 34.0 6.2 7.5 0.9 8.2 Figure: 28.6-1 ASCE 7-2016 sure B at h=30 f zones D I E WALLS AND ROOFS Vertical Pressures F I G Pressure wall & Roof onzon a ps ==> Wans vertical (pst)==> Roots Wind Speed Load case A B C D E F G H 175 1 58.927-30.613 39.083-18.11975-70.75475-40.2325 -49.308-31.18775 175 2 0 0 0 0 0 0-4.1528 0 A for Exposure B=1 ANUL C PROJECT: INSULATED ROOF CLIENT AGUIRRE RESIDENCE PAGE: 3 Lim uJulPe7u1 f CONTRACTOR 172 NE 110 ST, MIAMI SHORES, FL, 33161 "" ✓ DATE : 07/06/23 p = ptable(EAF)(RF)Kzt Eq (30.7-1) RF = effective area reduction factor from Table 30.7-2 EAF = Exposure adjustment factor from Table 30.7-2 Reduction Factor Surface Area Minus Plus 1 30 -0.9877551 N/A 2 18 -3 -0.99510204 N/A 3 9 -1 N/A 4 54 45 -0.82 -0.97306122 5 27 -0.92 -0.98959184 ore re uctlon as he ormu a oes not consider the lociarithmic axis wdudronFecrors ElrecnvewindAma . «: ene<sewmare. na ,TM rx. 1, r..i NA I NA DESIGN BY: Ali REVIEW BY: Masood 10ansard Roof Roof and Wall Pressures - Cornponents and Cladding ExposureAdjustment Factor 15v xposure nsnnen actor 1m 1 ( xp xp 1rr. 160 0.6011 1i!3 150 0805 1176 Ex rozure6 ''. 140 0.801 10iie iwsure p roc r 130 0.796 1.121 120 0.702 1125 .Q w ,g 170 100 0.78E 0 701 i M 1.132 I eo 0768 1.141 m 70 0.760 ! 1-7 60 0.751 1.15 50 0.741 1.171 . 30 0.713 1.183 '... 20 0.692 1.201 m 10065 15 1 0.677 1.27E 0.]0 O.li O.bc OMB At � t..x, 5 Ito 1..5 11< 1]S Exp.-,Adjustment Facto 0 Tnhln in 7-7 ACr.F n7-201R rnnnnnnontc and r:l-Minn Fvnnct- r V (mph) 160 180 h(ft) Roof Form Load Case Zone Zone 1 2 3 4 6 1 2 3 4 6 Roof 1 -74.7 -117.3 -159.8 -51.1 -93.6 -94.6 -148.4 -202.3 -64.6 -118.5 Flat 2 NA NA NA 51.1 51.1 NA NA NA 64.6 64.6 Gable Roof 1 -55.8 -93.6 -140.9 -60.5 -93.6 -70.6 -118.5 -178.3 -76.6 -118.5 15 Mansard Roof 2 32.2 32.2 32.2 55.8 51.1 40.7 40.7 40.7 70.6 64.6 1 -51.1 88.9 -131.5 -60.5 -93.6 -112.5 -166.4 -76.6 -118.5 -79.8 Hip Roof 2 1 32.2 32.2 32.2 55.8 51.1 40.7 40.7 40.7 70.6 64.6 Roof 1 1 -65.3 -114.2 -145.6 -60.5 -93.6 -82.6 -106.5 -184.3 -76.6 -118.5 Monoslope 2 27.4 27.4 27.4 55.8 55.8 34.7 34.7 34.7 70.6 70.6 Pressure (psf) Load case 1 (psf) -66.90-112.26 1 -93.95 1 -72.581 -112.28 Load case 2 (psf) 38,68 38.575 38.575 66.9 61.225 Design Wind Pressures Screen Enclosures for 18/14 screen Table 2002.4, n(Mph) cal Pressure on Screen ur aces ical Pressure on !)oil Surfaces 10 12 14 1 1 Horizontal Pressure on Winward Surf, 11.4 13.2 15.8 18.5 1 21.1 23.8 26.4 ori26.7 Hzontal Pressure on Leeward Surf. 8.8 11.4 12.3 13.2 15.8 18.5 21.1 21.4 JUL 1 71 202J -M dalfth Cuu,� PROJECT: INSULATED ROOF CLIENT: AGUIRRE RESIDENCE PAGE: 4 Llly[%lPl`i$[/T� [J _ ADDRESS 172 NE 110 ST, MIAMI SHORES, FL, 33161 JOB NO.: DATE : 07/06/23 DESIGN BY: REVIEW BY: Ali Masood Column height Column Spacing Deal Load Roof Column Axial Load Tension Column Axial Load Tension Moment End conditions Select Column Section X-axis support (L Preliminary) Weak -axis support (Purlins Spacing) Modulus of Elasticity Safety Factor width Web Thickness Flange Thickness Allowable Moment Beam Depth Channel Flange Width Open -channel Properties (one side of SMB) Channel Flange Width used for buckling Web Height used for buckling Member Flange Width Total Area Web Area Flange Area Torsional Constant Section Modulus_xx Section Modulus_yy Radius of Gyration_xx Radius of Gyration_yy Bending Capacity Open Channel Properties in Weak Axis channel -width in buckling Channel Height Center of Gravity to Outer Fiber Distance Channel Moment of Inertia Radius of Gyration Design Method Material Aluminum Alloy 6005-T5 or 6061-T6 Welded Aluminym Alloy Ultimate Tensile Stress Yield tensile Stress Yield Compression Stress Ultimate shear Stress Yield Shear Stress h_col 9.000 ft S_col 12.875 ft I 2 psf check P_col_Ten -1009.078 lb P_col_Comp 1150.703 lb 1158.026 Ib.ft Fix -Fix Ld 108 in Lb 154.5 in in E 10100 ksi S. F. 1.95 b 6 1n t_w 0.125 in t_f 0.125 in Area 2.938 in^2 I_xx 16.906 in^4 1_yy 16.906 in^4 Ma 90.16 kip.in d 6 in be 6 in bf 6 in hw 5.75 in bm 5.75 in 2.938 in^2 Area -web 1.438 in^2 Area_flange 1.5 in^2 1 25.34741 S_xx 5.635 in13 S_yy 5.635 in13 r_xx 2.399 in r_yy 2.399 in Fb 58.76 ksi bcf 5.875 in do 5.9375 in C1 1.555 1n C2 4.445 in lyc 5.435423 in^4 r_yc 1.92 in Area Channe 1.477 in12 Allowable Stress Design No Ftu 38 ksi Fty 35 ksi Fcy 35 ksi Fsu 24 ksi Fsy 20 ksi b I d tw tf A I ix I Sx I rx S2X4 2 2 2 2 2 2 2 4 4 2 3 3 3 3 3 4 4 4 4 4 5 5 4 5 6 7 8 9 10 4 4 4 3 3 3 3 3 6 7 8 9 10 5 5 0.046 0.050 0.050 0.055 0.072 0.082 0.092 0.250 0.125 0.050 0.125 0.090 0.250 0.125 0.090 0.05 0.055 0.072 0.082 0.092 0.125 0.25 0.100 0.116 0.120 0.120 0.224 0,306 0.374 0.250 0.125 0.050 0.125 0.090 0.250 0.125 0.090 0.12 0.12 0.224 0.306 0.374 0.125 0.25 0.782 0.917 1.022 1.229 1.847 2.357 3.013 3.750 1.937 0.701 1.431 1.088 2.750 1.431 1.088 2.044 2.4574 3.6946 4.714 6.025 2.437 4.75 2.000 3.644 5.660 8,472 16.557 27.16 42.282 8.828 4.854 1.4228 1.9672 1.5488 3.49479 1.9672 1.5488 11.32 16.9434 33.114 54.32 84.564 9.661 17.911 1.000 1.510 1.944 2.425 4.441 6.123 8.462 4.414 2.427 0.649 1.3115 1.0328 2.3299 1.3115 1.0328 3.888 4.8508 8.882 12.246 16.924 3.864 7.165 1.600 1.993 2.354 2.626 2,994 3.395 3.746 1.534 1.583 1.425 1.1724 1.1934 1.1273 1.1724 1.1934 2.354 2.626 2.994 3.395 3.746 1.991 1.942 S2X5 S2X6 S2X7 S2X8 S2X9 S2X10 4X4X0.25 4X4X0.125 2X4X0.05" Hollow 3X3X0.125 3X3X0.09 3X3X0.25 3X3X0.125 3X3X0.09 DEL S2X6 DBL S2X7 DBL S2X8 DBL S2X9 DBL S2X10 5X5X1/8 5X5X1/4 6X6X1/B 6XGX3/16 6X6X1/4 6 6 6 6 6 6 0.125 0.1875 0.25 0.125 0.188 0.25 2.938 4.359 5.75 16.906 24.573 31.745 5,635 8.191 10.582 2.399 2.374 2.35 f PROJECT: INSULATED ROOF CFl JUL 1 i 2023 PROJECT: INSULATED ROOF CIENT AGUIRRE RESIDENCE PAGE: 6 iz.yGs.F�ulu/ ADDRESS 172 NE 110 ST, MIAMI SHORES, FL, 33161 DESIGN BY: SA JOB NO.: A23077 DATE : 07/06/23 REVIEW BY: MH 41lowable Span design Horizontal Design Pressure (Windward): pw_wall 0 psf Horizontal Design Pressure (Leeward): pl_wall 0 psf Roof Pressure (solid roof) 30 psf rattig Geometry .... _. _ Atall height (eave height): heave 8.160 ft -enter to center spacing mansard frames: Spacing 7.000 ft Horizontal force applied inward on Columns: w_col 0 kip/in Horizontal force applied inward on Beams: w_beam 0 kip/in nduced beam moment from windward on column: M_col_center 0 kip.in nduced beam moment from windward on column: M_beam 0 kip.in Induced beam moment from windward on column: M_col_side 0 kip.in Select BeamProperties Section 2X8X1/8 X-axis support (L Preliminary) Ld 108 in Weak -axis support (Purlins Spacing) Lb 84 in Flange Support Spacing_stitching 1 in Modulus of Elasticity E 10100 ksi Safetv Factor S.F. 1.95 Allowable Stress Design (ASD) Load Combinations: D= Dead Load, L= Live Load, W= Wind Load Load Combinations: 1-D Eq 16-8 FBC 2-D+L Eq 16-9 FBC 3- D+W 4- D+0.75L+0.75W 5-0.6D+W Eq 16-12 FBC 6-0.6(D+W) Eq 16-15 FBC s va...IA V "'.�►' JUL. 1 d 202.3 INSULATED ROOF PROJECT: AGUIRRE RESIDENCE PAGE: 7 �rZ9u �J`i, CONTRACTOR '172 NE 110 ST. MIAMI SHORES, FL, 33161 - DESIGN BY: SA DATE: 07/06/23 REVIEWBY: MH Thickness ,e Thickness 411owable Moment 3eam Depth Channel Flange Width Dpen-channel Properties (one side of SMB) Channel Flange Width used for buckling Neb Height used for buckling Member Flange Width rotal Area Aleb Area -lange Area rorsional Constant Section Modulus-xx Section Modulus_yy 2adius of Gyration xx 2adius of Gyration_yy Open Channel Properties in Weak Axis channel -width in buckling Channel Height Center of Gravity to Outer Fiber Distance Channel Moment of Inertia Radius of Gyration Area Channel b 2 in t_w 0.125 in t_f 0.125 in Area 2.4375 inA2 I_xx 17.4502 inA4 I_yy 1.87207 inA4 Ma 69.8008 kip.in d 8 in be 2 in bf 1.875 in hw 7.75 in bm 1.75 in 2.438 inA2 Area web 1.938 inA2 Area flange 0.5 inA2 1 5.59035081 S_xx 4.363 inA3 5_yy 1.87207 inA3 r_xx 2.675641 in r_yy 0.876373 in bcf 1.875 in do 7.9375 in C1 0.254 in C2 1.746 in lyc 0.25954643 inA4 r_yc 0.46 in Area Channel 1.227 inA2 b d tw 2X6X1/8 2 6 0.125 2X7X1/8 2 7 0.125 2X6X1/8 2 8 0.125 2X8X1/4 2 8 0.25 DBL 2X8X1/8 4 8 0.125 D8L2X8X1/4 4 8 0.25 4X10X1/4 4 10 0.25 3XBXI18 3 8 0.125 DBL 2X6X1/8 4 6 0.125 DBL 2X7X1/8 4 7 0.125 D13L3X8X1/B 6 8 0.125 S2X4 2 4 0.046 S2X5 2 5 0.050 S2X6 2 6 0.050 S2X7 2 7 0.055 S2X8 2 8 0.072 S2X9 2 9 0.082 S2X10 2 10 0.092 2X2X0.046" Hollow 2 2 0.046 2X3XD.05" Hollow 2 3 0.050 2X4X0.05" Hollow 2 4 0.050 3X3X0.125 3 3 0.125 3X3X0.09 3 3 0.090 Double 52X10 4 10 0.092 2X5Xo.125 2 5 0.125 Double 2X5X0.125 4 5 0.125 2X10X1/8 2 10 0.125 3XSX1/8 3 8 0.125 3XGX1/8 3 2 2 6 9 10 0.125 0.125 0.25 2X9X1/8 2X10X1/4 Allowable Stresses Allowable Axial Tension Flat elements in uniform tension F_btf 19 ksi Specification 3.4.2 Flat elements bending in their own plane F btw 28 ksi Specification 3.4.4 Allowable Axial Compression _. ...... Member Buckling k 1 assume most severe case Slenderness in xx axis Sx=kL/r_xx Slenderness_xx 40,3641595 Slenderness in yy axis Sy=kL/r_yy Slenderness_yy 95.8495983 Maximum Slenderness Slenderness -max 95.8495983 Maximum Allowable axial stress Fcm 5.56 ksi Member Elastic Buckling Fec 10.85 ksi ADM Eq. 4.7.4-3 Member Buckling between stitch screws (beam half) (ADM 3.4.7) -0.5 k_channel Slenderness -channel Slenderness_chann 1.08694437 Maximum Allowable axial stress Fch 20.06 ksi Local Web Buckling Specification 3.4.9 Slenderness web Slenderness_ web 62 Maximum Allowable axial stress Fcw 7.92 ksi Local Elastic Buckling, Web - Fcrw 10.1 ksi Specification 4.7.1 Local Flange Buckling Specification 3A.8.1-: Slenderness flange Slenderness -flange 30 Maximum Allowable axial stress Fcf 2.19 ksi Local Elastic Buckling, Flange Fcrf 4.3 ksi Average: Web/Flange Local Buckling Fca 6.74387464 ksi ADM 4.7.2 Buckling Elastic (ADM 4.7.4) = n`E/(kL/r)` ksi (Eq. 4.7.4-3) Fec 10.8502695 ksi .al and Member Buckling Interaction Fcr 4.3 ksi Specification 4.7.4 Frc 2.98 ksi ximum Allowable Axial Compressive Stress and Corresponding Axial Load '. Fc 2.98 ksi Fa 7.27 kips1 „u�hlc [frccccc Buckling Specification 3.4.14 ess major axis xx Slenderness-xx 95.8185502 Fbcx 21 ksi --.rjr. vi :! JUL i 1202o� Ga�C PROJECT: AGUIRRE RESIDENCE izyuz���uirt� CONTRACTOR 172 NE 110 ST, MIAMI SHORES, FL, 33161 DATE: 07/06/23 Member Buckling between stitch screws Slenderness between stitch Slenderness_xx 2.17388873 Fbcxh 21 ksi Local Buckling Web Slenderness Slenderness —web 62 Fbcxw 23.76 ksi Local Buckling Flange Slenderness Slenderness —flange 30 Fbcxf 6.06666667 ksi Allowable Bending Moment per Section 4.7.3 (weighted Average Bending Strength): Dimensions Allowable Stress: Minor Axis Bending 3.4.4 Web Local Buckling 3.4.16 S=h/tw IF S <= 21 Then Fb,.,„, = 21 ksi IFS>21AND S<33Then Fb_=27.3-0.292*S IF S >= 33 Then Fes„„, = 580/S Flange Local Buckling 3.4.17 S=2bf/4 IF S <= 9.1 Then Fw = 28 ksi IF S > 9.1 AND S < 19 Then FbM = 40.5 - 1.41*S ksi IF S >= 19 Then Fw = 4930/Sz ksi Specification 3.4.18 Specification 3.4.15 By. — PAGE: 8 DESIGN BY: SA REVIEW BY: 'MH Allowable Bending Moment per Section 4.7.3 Ccf 3.875 in Ccw 3.75 in Cif 4 in Ctw 3.75 in Flange Group Moment of Inertia Flange Group If = 2[(b*tf3 / 12)+ b*tf If 7.75260417 inA4 Web Group Moment of Inertia Web Group Moment of Inertia Iw = 2[(1 Iw 9.69759115 inA4 Allowable Compressive Bending Moment: Mac 73.5813479 kip.in M,� = ((Fba*I1)/Ca)+((Fb *Iw)/C_) Allowable Tension Bending Moment: Mat 109.23355 kip.in M,, = ((Fby*If)/Cy)+((Fb.*W/C.) Maximum Allowable Major Axis Moment (Paragraph 4.7.3) 73.5813479 kip.in Section 4.7.3 Governed by Flange Compression Average Allowable' Bending Stress for 4.7.3 method - Major Axis Allowable Bending Stress per Section 4.7.3 '', Fbma 16.8665913 ksi Weighted Average for Web/Flang Local Buckling (Section 3.4): Fbcxa 13.0096203 ksi minor axis bending stress 73.581 ksi roved Bending Moment M,,, = Fb * Sy May 137.749 Kip -In JUL V; / mm i1i1111oolp, FOUNDATION NOTES: NEW 2'-6"X2'-6"X2'-9" SINGLE FOOTER UNDER EACH POST (SEE S-2 FOR DETAILS). UPLIFT CALCULATION: TRIBUTARY ROOF AREA = 228.25 SQ FEET WIND UPLIFT FORCE = 5706.3 LB WEIGHT OF FOOTING = 150X4X2.5X2.5X2.75 = 10312.5 LB TOTAL WEIGHT = 10312.5 LB > 1.67X5706.3= 9528.4 LB; O NOTE: CONTRACTOR CAN USE BIGGER SECTIONS FOR BEAMS 3-SEC PEAK GUST IN MPH AND COLUMNS DESIGNED BASED ON 6063-T6 ALUMINUM NOTE: ROOF PRESSURE (SOLID) : 30 PSF ANY ISSUES REGARDING DRAINAGE, LEAK, OR SEALANT BY THE CONTRACTOR 13'-9" EXISTING CBS r m n m r m Z 0 0 V FOUNDATION NOTES: % 1) ALL REINFORCING STEEL TO BE GRADE 60 WITH YIELD0. STRENGTH 40 KSI co 2) THE EXISTING SOIL MEETS OR EXCEEDS THE MINIMUM REQUIRED LOAD BEARING CAPACITY OF 1500 PSF. 3) SOIL IS MAIN COMPOSITION IS SANDY AND LIMEROCK 4) CONCRETE FOR FOOTING TO BE 3000 PSI MINIMUM. F, ' 6 5) FILL PLACED WITHIN 5'-0" OF THE STRUCTURE PERIMETER CONSIST OF CLEAN GRADED SAND IN MAX 12". 6) SPLICES SHALL BE 40 BAR DIAMETERS ALL AROUND THE CORNERS AND CHANGES IN DIRECTION. 7) CORNER BARS SHALL BE 40 BAR DIAMETERS IN EACH WAY. 8) MAXIMUM WATER -CEMENT RATIO BY WEIGHT TO BE 0.4. ATTACHED TO CBS WALL EXISTING CBS 24' ATTACHED TO CBS WALL 5 3 0 \1 O S S 3" INSULATED ROOF 3" INSULATED ROOF a_ 00 x co d. x a - a > w co (0.024 X 2LB) (0.024 X 2LB) o N N O w X(FL-7561) X X (FL-7561) N N N 1 = 2X8XYa BEAM 2X8XY8 BEAM 2X8XY$ BEAM 6X6X%" COLUMN PPLAN 9'-31' GENERAL NOTES: WIND PRESSURES HAVE BEEN DETERMINED BASED ON ASCE 7-16, WIND SPEED OF 175 MPH, EXPOSURE C. THIS STRUCTURE HAS BEEN DESIGNED AND MUST BE FABRICATED IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF FBC 2020. DESIGN CRITERIA OR SPANS (V BIGGER THAN STATED IN THE PLANS MAY REQUIRE ADDITIONAL CALCULATION AND CHANGE IN THE PLAN. - CALC ENGINEERING SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE THE WORK AND DESIGN UPON DISCOVERY OF ANY INACCURATE INFO PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. NO EXTRA LOAD IS PERMITTED TO APPLY ON THE STRUCTURE AT THE TIME OF INSTALLATION. - CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON ROOF INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY GREATER DESIGN CRITERIA. ALL FASTENERS TO BE #10 OR GREATER ASTM F593 COLD WORKED 304 STAINLESS STEEL UNLESS NOTED OTHERWISE. ALL ANCHORS FOR ALUMINUM SHALL BE SPACED WITHIN 2 TIMES DIAMETER END DISTANCE AND 2 TIMES DIAMETER MIN SPACING TO ADJUST ANCHORS. ANY EXISTING SIZE OF FOOTER OR SLAB TO BE VERIFIED BY THE CONTRACTOR OR OWNER. %J / - o FRONT ELEVATION -- JUL 112023 Z STRU OF{L tiY�IEVV _ j APPROVED o DATE w - .., O 04 O CV U m LL 3" x 0 024 x 2 - LB EPS PANELS (ALLDWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD (PSF) MAX ALLOWABLE SPAN (FT) L/90 L/120 L/190 L/240 10 19.33 18.95 18.31 17.66 20 1841 17.66 16.36 15.06 30 16,80 16.36 14,41 12,46 40 it-49 15.0b IZ.46 9.86 50 14.18 13.76 10.51 7.26 60 1257 12.46 8.57 4.67. 70 11.57 11.16 6.62 2.07 80 In6 9.86 4.67 - N uj (fl I - CD Z i C) = 6i 2­) 00 o U) LL 00 O U M Q Z W LL w o m W U) w z r C:) w ry z W O r, - w Q r f z U� O o U W N W Q _ Z U rn M Z rn m Z Z) O Of �04C6ED w W0- oM0Q Z Z z_ U cM CD U o>b -i W> J"w� p UZQ (1)Z W o 0 0 U QoO=ZQ U N 0 0- W U NOTE: ALL ATTACHMENTS REQUIRE MIN 1" EDGE DISTANCE 2X8X1/8 CARRY BEAM ATTACH 2X8 BEAM TO COLUMN W/ 1 3/4"X3"X7 3/4"X1/4" C CHANNEL (4) #14 TEK SCREWS EA SIDE MIN 1" EDGE DISTANCE 4) 3/8"X2" THRU-BOLTS I" EDGE DISTANCE "X6"X1/8" COLUMN 1 BEAMS TO COLUMN S2 4"X10"X1/4" ALUM. FLAT BAR @3' O.C. W/ #12'S . @ 4" O.C. EACH SIDE 2 Q w m 00 X N 3" RECEIVING CHANNEL W/ #14 X5" TEK SCREWS @ 6" O.C. (USE 1" WASHERS) (2) 3/8" THRUBOTLS MIN 1" EDGE DISTANCE HEAVY —� CHANNEL 1.75"X3"X7.75"X0.25" END CAP— a 2X8X1/8 SIDE BEAM ATTACHED WITH (4) #14 TEK CHANNEL ATTACHED ° SCREWS EACH SIDE TO POST WITH (4) ° 3/8" THRUBOLTS o o MIN 1" EDGE DISTANCE Yn 0 2X8X1/8 MAIN CARRY BEAM 6X6X1 /8 POST ATTACHED WITH (4) 2-) BEAMS TO COLUMN 414 TEK SCREWS EACH SIDE 1/4" PER FT.(MIN SLOPE) 0 _ 3INSULATED o ALUM. PANEL 0 __�_1/4" THICK Z BRACKET @ 16" O.C. ATTACHED W/ (2) #14 TEK SCREWS EACH SIDE 4"X6" SUPER GUTTER MIN 1/8" THICK #14 TEK SCREWS @ 8" O.C. TOP AND BOTTOM S2 BEAM TO INSULATED ROOF 1 Y4"X3"X7 Y4"V4" INTERNAL RECEIVING CHANNEL W/ (2) 3/"X4" TAPCONS (MIN 3 )/2" EMBEDMENT TO CONCRETE) AND (2) %"X3" THRUBOLTS 2X8X% BEAM JUL Zug ; • ° / h �`° N .;°o 0 co .... .`.5.. • 1 RECEIVING CHANNEL WITHco Z O a #12 TEK SCREW ® 8" O.C. ° a cn � TOP & BOTTOM `•_'•°�� 'r ., CONC.'TIE BEAM .•%' �EXISTING OR CBS FILLED CELL 0 0 ~ r- o z u-i 2 Ya"X 3" TAPCONS W Q Z ® 12" O.C. (MAX.) Q U cn 0� 3" INSULATED .a ❑ U) 120 ALUMINUM PANEL ,. 3 INSULATED PANEL TO CBS WALL S2 EXISTING CONC. °. TIE BEAM OR .:.. CBS FILLED CELL 2X2X% ANGLE (TOP OR BOTTOINI) W/ (1) %"X4" TAPCONS (MIN 3 %" EMBEDMENT TO CONCRETE) AND (2) #14 TEKS TO BEAM 5 BEAM TO CBS ATTACHMENT S2 - Roof is designed for 30 psf live load, L/120 for spans equal or less than 12' & L/180 for span more than 12' - All concrete (existing & new) shall have a min. compressive strength of 3,000 psi - All concrete anchors supporting columns shall be installed at least 3" from the edge of concrete and have min. 2Y2" embedment w/ min ultimate ten. strength of 60ksi - Contractor must insulate aluminum members from dissimilar metals to prevent elecrolysis - All aluminum structural component shall be of 6063-T6 alloy and be certified to comply with all applicable specification - Fasenter must have min Y2" head or be provided with Y2" dia. washers min - Bolts and all other fasteners shall be aluminum, non-magnetic stainless, & hot-dip/electro-galvanized steel/ double cadmium plated steel with coating for corrosion resistance 2/3 EMBEDDED AND PAINTED W/ BITUMINOUS PAINT NEW 2.5'X2.5'X2.75' DEEP FOOTER UNDER EACH COLUMN 3 #5 REBARS ON TOP 4 #5 REBARS BOTTOM EACH WAY 6 FOOTING DETAIL S2 S RUCrURAL REVIEI, APPROVED DATI 6" X6"X 1 /8" 0.125" 0.125" "2� 2 " X 8 " X 1 /8" NEW 6X6X1/8 COLUMN W/ MIN 22" EMBEDMENT 1 .'•• #5 REBAR (24" LONG) THRU COLUMN EACH WAY 3" clear cover required for rebars 0 ti O co N U M Q zw LLW ❑ m 2 U) Cr Z r O Q Z W-- = [- w W w ❑ Z O � Q Q r d z � I O H w 2 F- •• W o o N t) U co LL Z O No U) U) W N CO ❑W O rn ZZ rn�OZ (n 0(- :D N 00 m — m z0M°OZU Z 0 00 J 6O W LL Lu 0Z�W_w� U) UZQ ajZ W W ❑ �C) 00U Q C O� Z Q 0 cv ❑ a. W 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 .oONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. .......................................................................................... ■ BUSINESS NAME: { �`"(�� IZ BUSINESS ADDRESS: /ACITY ^ STATE ZIP 3 3/ BUSINESS PHONE: O `� �� f 5p S FAX NUMBER ( ) CELL PHONE IS'V QUALIFIER'S NAME: L z1'—qZFj QUALIFIER'S LIC NUMBER: e--- 15 1 "7 % 7 2 0 < LSE U.- 0 V-1 < WA z Ln D ca LL 0 z LLI 2- F- CL LU n < w LLJ 0 0 f-- z Z I tn a: < z E 0 U3 0� u C U- 00- Lij co Le" uj re F 1.4-1 0 z < Z o LL z 0 co zLij LU 0 z LD W 0 Lki 12L U -T 0 Lr) I(A r73 Lu u LL 4P, tn . LL W. > u I.... < ne 4- Lli CY ui 0 '00 LU m < Z- 0 N z Llj z lij '0" 'Q 0 0 < Q LU 0- X LLI > LA C. 0 4- 4A UP R/1 ®� ��� CEf1 i IP�I�sH 1 �. lL7ILj 1 1 INSURANCE DATE(t,IMIDDfYYYY) C6/09123 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVE ILY 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 POUCy(leS) must be endorged. If SUBROGATION IS WAIVED, subject to the teens and Conditions of the policy, certain Policies may requin a an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). I PRODUCER -- — CONTACT — - — South Pacific Professional Ins PHONE Arc o, Exg: t365)825-3535 No : (305 825 >G9a 500 K W. 49th Street E-MAIL " t i— 1 ADDRESS: sppinsurance@hotme Lcom Hialeah; FL 33012 INSURER S AFFORDING COVERAGE — Phone (3051825 3535 r 1J.... — _-- NAIC�_ Fax :305)825-5694 GRANANDA INSURANCE COMPANY INSURERA: INSURED HOM ENTERPRISES,LLC INSURER B :- INSURER C 9810 NW 80 Ave UNIT:8F INSURER D : -- _- Hlaleah,1`1_33016- ALDO@HOMIENTERPRISE (305)984-1!505 INSURERS' '- INSURER F : COVERAGES — — — - __ CERTIFICATE NUMBER:: - - ' REVISION NUMBER: THIS TO CERTIFY THAT THE POLICIES OF INSURANCE - STED BEL"V- HAVE BEEN IS�; : D TO THE IvSI,`I: D NANI.F.: ABOVE FOR -HE POLICY PERIOD IS 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 INSURANC 1 E AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOtiI NN MAY HAVE BEEN REDUCED BY PAID CLAIMS +11SR ADD! Sl1t3R TR TYPE OF INSURANCE r: ;R vOU P DLIi r r.,,:: nE R at''11CY EF; POLICY bXP f::'nniYYY`�I i,'11.'+ULNYYYYj LIMITS GENERAL LIABILITY a COMMERCIAL GENERAL LIABILITY T''r,l' TC] RI•'.. r. ❑ ❑ CLAMS -MADE J❑ OCCUR ""''nSLaiEpc..;,••-.,.a: S 100,00000 A N N 0185FLOO 187912-0 MED EXP (A,... one _ = 5a lj S 5,000.00 06/09/2023 06108/2024 ---- PERSONAL&ADVINJURY S 1,000,000.00 I GENERAL AGGREGATE : $ 2,0_00_.0_00.OD GEN'L AGGREGATE LIMIT APPLIES PER _ ; )UCTu .-COMP/OP AGG S 2,000,000.00 ElPCr, ICY ❑ ,Pj Cr ❑ .. .. ! S AUTOMOBILE LIABILITY ❑ ANYAUTO ALL OWNED BODILY INJURY (Per person) S ❑ AUTOS ❑ SCHEDULED AUTOS I BODILY INJURY tPer ❑ ❑ HIRED AUTOS NOWOWNED AUTOS tl(IY Uid. • . I $ ❑ UMBRELLA LIAR --❑ OCCUR I $ EACH OCCURRENCE S EXCESS CU1B (_ CLAIMS -MADE L1 DED — AGGREGATE __-- RETENTIGVc - ORKER5COMPENSATION ._.... . _..._.._.__ �. _.. AND EMPLOYERS' LIABILITY Y / N istY Llred __ . FR ANY PROPR rTORIPARTNERIEXECUTNE 01`1IC; E.L. EACH ACCIDENT 3 - ILTfIadBER EXCLUDED? I NIA (fynv t't, under E.L. DISEASE - EA EMPLOYE 3 II vnr ❑o::,nt:e undor lil `4;I?PTO\�Yr (11'Flt.`.i:iaie:tAlaso DISEASE -POLICY LIMIT DESCRIPTION OF OPERATIONS/ LOCATIONS I VEHICLES (Attach ACORD t011, Additional Remarks Schedule, u ntow spuce is reyulred) CGC1517779 CERTIFICATE HOLDER CANCELEA': ION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2 Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores. FL 33138 - -- -- - -- b AUTFCR;ZEE) REPRESENTATIVE ©1908-2310 ACORD CORPORATION, All rights reserved. ACORD 25 (2010/05) QF The ACORD name and logo are registered marks of ACORD Miami shores Village Building Department 10050 N. E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 114ULiVu Lu vwnUr — VVUFKerS %_#U111Pen5atiUn insurance r_xernptivn Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. k �1 Signat State of Florida County of Miami -Dade The foregoing was acknowledge before me this ZG day of Jy\`f , 20 23 By O A & Ut i21Z<� who is personally known to me or has produced �L- as identification. Notary:LUIS ENRIQUE CANGA PINA '' ' �_ '•: Commission # NH 057822 Expires October 28, 2024 SEAL: Bonded Thru Troy Fain Insurance 800.385-7019 HOM Enterprises LLC Date: -71 Z v ) 23 State of 1✓Li i`' P ,i County of q ND Before me this day personally appeared %� uL �='' 24 l 2 who,being duly sworn, deposes and says: That he or she will be the only person working on the project located at: Contractor Si nature Sworn to (or affirmed and subscribed before me this C3 day of 20 Z-3 By rl61 Ga�ulez Personally know / `— J✓ Or Produced Identification Type of Identification Produced T �— o:�PY^.'gig;; LUIS ENRIQUE CANGAPINA Commission # HH 057822 Expires October 28, 2024 ••,�F•F•�••• Bonded ThN Troy Fain Maurance 800.385-7019 Print, Type or Stamp Name of Notary