Loading...
EL-15-625 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-240739 Permit Number: EL-3-15-625 Inspection Date: August 05, 2015 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: ASAAD, REDA AND NADIA Work Classification: Low Voltage Job Address:576 NE 97 Street Miami Shores, FL 33138- Phone Number (240)988-8661 Parcel Number 1132060171510 Project: <NONE> Contractor: ATLANTIS ELECTRICAL CORP Phone: (305) 5514043 Building Department Comments LOW VOLTAGE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comment Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 August 05, 2015 Page 1 of 1 777, �sµO1 s°moi Miami Shores Village .Pst _YF EI@Ctf Cell-Re6Idti[tt r 10050 N.E.2nd Avenue NE ..�. u n Woftfc Claf;rcat► f Il0ltaj0 Miami Shores,FL 33138-0000 y— Phone: (305)795-2204 Per»1 ",,OWED 3t261�Q15 Expiration:iration: 09/22/2015 lsst��a�t�. Project Address Parcel Number Applicant 576 NE 97 Street 1132060171510 Miami Shores, FL 33138- Block: Lot: JAMES HURLEY Owner Information Address Phone Cell REDA AND NADIA ASAAD 3701 JONES BRIDGE Road (240)988-8661 CHEVY CHASE MD 20815- 3701 JONES BRIDGE Road CHEVY CHASE MD 20815- Contractor(s) Phone Cell Phone ATLANTIS ELECTRICAL CORP Valuation: $ 300.00 (305)551-4043 Total Sq Feet: 00 Type of Work:LOW VOLTAGE Available Inspections: Additional Info: Inspection Type: Classification:Residential Review Electrical Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# EL-3-15-54873 DBPR Fee $2,00 DCA Fee $2.00 03/20/2015 Credit Card $ 50.00 $64.60 Education Surcharge $0.20 03/26/2015 Credit Card $64.60 $0.00 Permit Fee-Additions/Alterations $100.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $114.60 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 author.ze the above-named contractor to do the work stated. � March 26, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 26,2015 1 Miami Shores Village Building Department MAR 2p Z015 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 _ INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2010 BUILDING Master Permit No. IRc- �2- (�• Z� PERMIT APPLICATION Sub Permit No. e--A ❑BUILDING TLF 'I ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade zip: Folio/Parcel#: ('3zo(0 '1zA_-'• 1,�_l 0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: ,,\Construction Type: Flood Zone: kM BFE: c FFE: ��� OWNER:Name(Fee Simple Titleholder): 1)(Nk-QUk �C7y P-\Z� Phone#:mF e) • $ ou K• .I Address: 9—+6 /Sg C4 ST- City: State: r__t Zip: 33 r 319 Tenant/Lessee Name: N\A__ Phone#: Email: /��, CONTRACTOR:Company Name: P, (�,PC 77_r- Phone#: Address: 12-S/03 S;� F-P Ita-2 City: t�kl rVM\ State: Zip: 331 Qualifier Name: 624d`1c SjjVC &�� Phone#: 7� ` 6 State Certification or Registration#: �� ��Cx� �C(� _Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Voo Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New // ❑ Repair/Replace El Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ /me°mV CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. � II Signature Signature _U "L OWNER or AGEA< CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of t-N4 4- 20 Lr,by �day of f-�V�lL-t_4� 20 J by I � / " _ �J(L�Z� ,who is personally known to CIS L6 who is sonal y known me or who has produced�� pN L.6— as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign-LLSign: 7Z� Print if E18609JJ Print: Seal: EXPIRES March 10.2016 Seal: 016b APPROVED BY +41— Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 1� * Joe 4 GERALD F. DE MARCO, ARCHITECT TH SHEET NO. OF 7241 SW 16S STREET—SUITE E MIAMI, FLORIDA 33157 CALCULATED BY DATE ' (305) 255-2999 CHECKED BY DATE SCALE : .c-c .. n ... . _. .... .. f r � , _ ry c,t I,u"" �� � ,, - `�✓,ty�C3 'ZEA.� ��, + _ �J la ,pry s . .... its..,bUr1�� 4 10 Ads Adllk MESON. ITY API%a P, i p } t l _ �ea<.��� f GERALD F. DE IWIARCC, ARCHfTECT JOB 7241 SW 1168TH STREET REET—SUITE E SHEET NO. OF MIAMI, FLORIDA 33157 CALCULATED BY— �r'2a', DATE (305) 255-2999 ` CHECKED BY DATE SCALE 6JLC ....... w_ "(t ALI— i. ... ..n. _._ _ ... n p ' t 1:9J�lil� 'u e SCJ�; 'l2 �J.0 ..... -117-7 t a wA� x �. F t^' '1 ..... .... .. .... .. s. ,�o_!� _ 11511 A I 7 ' — ] 0 " °\eaA .� . tag / ,_—®+ | > • JOB GERALD F. DETHMARCO, ARCHITECT SHEET NO. OF 7241 SW 168 STREET-SUITE E MIAMI FLORIDA 33157 CALCULATED BY DATE (30S) 255=2999 CHECKED BY DATE SCALE I jI I ^� 1 y I ` • r Project Name: Abourizk-Assad Residence OID L-L Location: Miami Shore Florida By: LH COfJY Start Date: 7/9/2013 Comments: Ao G:\00-Projects\1329_ASAAMwindload.wls AboUrizk-Assad Residence July 19, 2013 ASCE7-10 Local Information Wind Dir. Exposure 1 C 2 C 3 C 4 C Basic Wind Speed: 175 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. WLS4--[1.4] Copyright©2020 SDG, Inc. Page 1 of 24 Ahourizk-Assad Residence July 19, 2013 ASCE7-10 Section - Main Section Enclosure Classification: Enclosed Wall Length(ft) Overhang(ft) 1 69.8 2.0 2 19.2 2.0 Top 3 69.8 2.0 W2 4 19.2 2.0 W1 �A B W3 Eave Height: 10.6 ft Parapet Height: 0 ft Parapet Enclosure: Solid W4 Roof Shape: Gabled Front Right Roof Slope(:12) A&B 3.0 A B W1 W4 W3 W4 W3 �W2 WLS4 --[1.4] Copyright©2020 SDG, Inc. Page 2 of 24 Alxo6rizk-Assad Residence July 19, 2013 ASCE?-10 Section - 1 Enclosure Classification: Enclosed Connected to: Main Section Connected to wall: W3 Position on W3: 30.8 ft Top W2 Wall Length(ft) Overhang(ft) ------- A 1 30.2 0.0 W1 W3 2 17.2 2.0 3 30.2 2.0 B 4 17.2 0.0 1N4 Front Right Eave Height: 10.6 ft Parapet Height: 0 ft B A Parapet Enclosure: Solid W1 w4 w3 W4 W3 W2 Roof Shape: Gabled Roof Slope(12) A&B 3.0 WLS4 --[1.4] Copyright©2020 SDG, Inc. Page 3 of 24 Abourizk-Assad Residence July 19, 2013 ASCE7-10 Section - 2 Enclosure Classification: Enclosed Connected to: Main Section Connected to wall: W3 Position on W3: 5 ft Top W2 Wall Length(ft) Overhang(ft) 1 26.3 0.0 W1 W3 2 27.8 0.0 3 26.3 0.0 4 27.8 0.0 W4 Front Right Eave Height: 11 ft Parapet Height: 0 ft Parapet Enclosure: Solid W1 W4 W3 W4 W3 W2 Roof Shape: Flat __ c Page 4 of 24 WLS4 [1.4] C•»yri'ht�212• SSG, Inc. y Ahourizk-Assad Residence July 19, 2013 ASCE?-10 Section - 3 Enclosure Classification: Enclosed Connected to: 2 Connected to wall: W4 Position on W4: 12.4 ft Top W2 Wall Length(ft) Overhang(ft) 1 29.7 0.0 W1 W3 2 23.0 0.0 3 29.7 0.0 4 23.0 0.0 W4 Front Right Eave Height: 11 ft Parapet Height: 0 ft Parapet Enclosure: Solid W1 W4 W3 W4 W3 W2 Roof Shape: Flat WLS4 -- [1.4] Copyright©2020 SDG, Inc. Page 5 of 24 Ab-ourizk-Assad Residence July 19, 2013 ASCE7-10 Section - 4 Enclosure Classification: Enclosed Connected to: 2 Connected to wall: W4 Position on W4: 2 ft Top W2 Wall Length(ft) Overhang(ft) 1 12.4 0.0 W1 W3 2 10.5 0.0 3 12.4 0.0 4 10.5 0.0 W4 Front Right Eave Height: 11 ft Parapet Height: 0 ft Parapet Enclosure: Solid W1 W4 W3 W4 W3 W2 Roof Shape: Flat WLS4 --[1.4] Copyright©2020 SDG, Inc. Page 6 of 24 Akaourizk-Assad Residence July 19, 2013 ASCE7-10 Section - 5 Enclosure Classification: Enclosed Connected to: Main Section Connected to wall: W3 Position on W3: 61 ft Top Wall Length(ft) Overhang(ft) W2 1 5.7 0.0 W1 W3 2 9.3 0.0 3 5.7 0.0 W4 4 9.3 0.0 Front Right Eave Height: 11 ft Parapet Height: 0 ft Parapet Enclosure: Solid W1 W4 W3 W4 W3 W2 Roof Shape: Flat WLS4 --[1.4] Copyright©2020 SDG, Inc. Page 7 of 24 Abobrizk-Assad Residence July 19, 2013 ASCE7-10 Composite Drawing 2 ------ l 2 3i 9 4 �I D 7 11 ' 5 E 1 A B I Ll 6 12 � � a F 13 22 18 23; 14 21 H 19 20 17 G 15 16 4 WLS4 --[1.4] Copyright©2020 SDG, Inc. Page 8 of 24 Abourizk-Assad Residence November 27, 2013 ASCE7-10 Components and Cladding Input Component Description Wall/Roof I Surface Label I Zone Span(ft) I Width(ft) I Area(sqft) Door 1 Wall 1 (All) 7.0 3.0 21 window N (side lite) Wall 1 (All) 6.5 1.0 14.08333 window A Wall 1 (All) 6.2 4.3 26.18 Window B Wall 1 (All) 9.3 5.3 48.5625 Window A Wall 4 (All) 6.2 4.3 26.18 Window C Wall 20 (All) 4.3 3.0 12.75 Window D Wall 20 (All) 4.3 2.0 8.6 Window O Wall 16 (All) 6.2 4.3 26.488 Window P Wall 15 (All) 3.0 1.2 3.48 Window F Wall 15 (All) 3.0 4.3 12.75 Window F1 Wall 14 (All) 3.0 4.3 12.9 Window E Wall 13 (All) 2.6 7.0 18.2 Door 9 1 Wall 13 (All) 6.0 7.0 42 Window G Wall 12 (All) 5.3 3.2 16.59 Window H Wall 5 (All) 4.3 7.2 30.43 Window(bath) Wall 5 (All) 2.0 3.0 6 Window M Wall 9 (All) 2.0 3.3 6.5 Window(M.bath) Wall 8 (All) 2.5 3.3 8.125 Window(M.bath) Wall 9 (All) 2.5 3.3 8.25 Door 10 Wall 13 (All) 5.2 7.0 36.4 Door 14 Wall 20 (All) 2.5 6.7 16.8 Door 13 (garage) Wall 17 (All) 12.0 7.5 90.0 WLS4--[1.4] Copyright©2020 SDG, Inc. Ahourizk-Assad Residence November 27, 2013 ASCE7-10 Components and Cladding Output Component Description Surface Zone z(ft) q(psfl GCp GCpi ExtPres(psfl Net w/+GCpi (psfl Net w/-GCpi (psfl Door 1 1 4 12.5 56.6 0.94 0.18 53.2 43.0 63.4 12.5 56.6 -1.04 -58.9 -69.1 -48.7 5 12.5 56.6 0.94 53.2 43.0 63.4 12.5 56.6 -1.29 -73.0 -83.2 -62.8 window N (side lite) 1 4 12.5 56.6 0.97 0.18 54.9 44.7 65.1 12.5 56.6 -1.07 -60.6 -70.8 -50.4 5 12.5 56.6 0.97 54.9 44.7 65.1 12.5 56.6 -1.35 -76.4 -86.6 -66.2 window A 1 4 12.5 56.6 0.93 0.18 52.6 42.4 62.8 12.5 56.6 -1.03 -58.3 -68.5 -48.1 5 12.5 56.6 0.93 52.6 42.4 62.8 12.5 56.6 -1.25 -70.8 -80.9 -60.6 Window B 1 4 12.5 56.6 0.88 0.18 49.8 39.6 60.0 12.5 56.6 -0.98 -55.5 -65.7 -45.3 5 12.5 56.6 0.88 49.8 39.6 60.0 12.5 56.6 -1.16 -65.7 -75.8 -55.5 Window A 4 4 12.5 56.6 0.83 0.18 47.0 36.8 57.2 12.5 56.6 -0.92 -52.1 -62.3 -41.9 5 12.5 56.6 0.83 47.0 36.8 57.2 12.5 56.6 -1.13 -64.0 -74.1 -53.8 Window C 20 4 12.5 56.6 0.98 0.18 55.5 45.3 65.7 12.5 56.6 -1.08 -61.1 -71.3 -50.9 5 12.5 56.6 0.98 55.5 45.3 65.7 12.5 56.6 -1.36 -77.0 -87.2 -66.8 Window D 20 4 12.5 56.6 1.00 0.18 56.6 46.4 66.8 12.5 56.6 -1.10 -62.3 -72.4 -52.1 5 12.5 56.6 1.00 56.6 46.4 66.8 12.5 56.6 -1.40 -79.2 -89.4 -69.1 Window O 16 4 12.5 56.6 0.83 0.18 47.0 36.8 57.2 WLS4--[1.4] Copyright©2020 SDG, Inc. Ahourizk-Assad Residence November 27, 2013 ASCE7-10 Components and Cladding Output Window O 116 14 112.5 156.6 10.83 10.18 147.0 136.8 57.2 Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/+GCpi (psf) Net w/-GCpi (psf) Window O 16 4 12.5 56.6 -0.92 0.18 -52.1 -62.3 -41.9 5 12.5 56.6 0.83 47.0 36.8 57.2 12.5 56.6 -1.13 -64.0 -74.1 -53.8 Window P 15 4 12.5 56.6 0.90 0.18 50.9 40.8 61.1 12.5 56.6 -0.99 -56.0 -66.2 -45.8 5 12.5 56.6 0.90 50.9 40.8 61.1 12.5 56.6 -1.26 -71.3 -81.5 -61.1 Window F 15 4 12.5 56.6 0.88 0.18 49.8 39.6 60.0 12.5 56.6 -0.97 -54.9 -65.1 -44.7 5 12.5 56.6 0.88 49.8 39.6 60.0 12.5 56.6 -1.23 -69.6 -79.8 -59.4 Window F1 14 4 12.5 56.6 0.88 0.18 49.8 39.6 60.0 12.5 56.6 -0.97 -54.9 -65.1 -44.7 5 12.5 56.6 0.88 49.8 39.6 60.0 12.5 56.6 -1.22 -69.1 -79.2 -58.9 Window E 13 4 12.5 56.6 0.86 0.18 48.7 38.5 58.9 12.5 56.6 -0.95 -53.8 -64.0 -43.6 5 12.5 56.6 0.86 48.7 38.5 58.9 12.5 56.6 -1.18 -66.8 -77.0 -56.6 Door 9 13 4 12.5 56.6 0.80 0.18 45.3 35.1 55.5 12.5 56.6 -0.89 -50.4 -60.6 -40.2 5 12.5 56.6 0.80 45.3 35.1 55.5 12.5 56.6 -1.06 -60.0 -70.2 -49.8 Window G 12 4 12.5 56.6 0.87 0.18 49.2 39.1 59.4 12.5 56.6 -0.96 -54.3 -64.5 -44.1 5 12.5 56.6 0.87 49.2 39.1 59.4 12.5 56.6 -1.19 -67.4 -77.5 -57.2 Window H 5 4 12.5 56.6 0.82 0.18 46.4 36.2 56.6 WLS4--[1.4] Copyright©2020 SDG, Inc. - Abourizk-Assad Residence November 27, 2013 ASCE7-10 Components and Cladding Output Window H 15 14 112.5 156.6 10.82 10.18 146.4 136.2 56.6 Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/+GCpi (psf) Net w/-GCpi (psf) Window H 5 4 12.5 56.6 -0.91 0.18 -51.5 -61.7 -41.3 5 12.5 56.6 0.82 46.4 36.2 56.6 12.5 56.6 -1.11 -62.8 -73.0 -52.6 Window(bath) 5 4 12.5 56.6 0.90 0.18 50.9 40.8 61.1 12.5 56.6 -0.99 -56.0 -66.2 -45.8 5 12.5 56.6 0.90 50.9 40.8 61.1 12.5 56.6 -1.26 -71.3 -81.5 -61.1 Window M 9 4 12.5 56.6 1.00 0.18 56.6 46.4 66.8 12.5 56.6 -1.10 -62.3 -72.4 -52.1 5 12.5 56.6 1.00 56.6 46.4 66.8 12.5 56.6 -1.40 -79.2 -89.4 -69.1 Window(M.bath) 8 4 12.5 56.6 1.00 0.18 56.6 46.4 66_8 12.5 56.6 -1.10 -62.3 -72.4 -52.1 5 12.5 56.6 1.00 56.6 46.4 66.8 12.5 56.6 -1.40 -79.2 -89.4 -69.1 Window(M.bath) 9 4 12.5 56.6 1.00 0.18 56.6 46.4 66.8 12.5 56.6 -1.10 -62.3 -72.4 -52.1 5 12.5 56.6 1.00 56.6 46.4 66.8_ 12.5 56.6 -1.40 -79.2 -89.4 -69.1 Door 10 13 4 12.5 56.6 0.81 0.18 45.8 35.7 12.5 56.6 -0.90 -50.9 -61.,1... -40.8 5 12.5 56.6 0.81 45.8 35.7 56.0 12.5 56.6 -1.08 -61.1 -71.3 -50.9 Door 14 20 4 12.5 56.6 0.96 0.18 54.3 44.1 _6.4.5 12.5 56.6 -1.06 -60.0 -70.2_. -49.8 5 12.5 56.6 0.96 54.3 44.1 6.4:5 12.5 56.6 -1.32 -74.7 -84.9_._ -64.5 Door 13 (garage) 17 4 12.5 56.6 0.75 0.18 42.5 32.3 52.6 WLS4 --[1.4] Copyright©2020 SDG, Inc. A�ourizk-Assad Residence November 27, 2013 ASCE7-10 Components and Cladding Output Component Descriptionj Surface lZone z(ft) I q(psf) I GCp I GCpi I ExtPres(psf) Net w/+GCpi (psf) Net w/-GCpi (psf) Door 13 (garage) 17 4 12.5 56.6 -0.84 0.18 -.47.5 -57.7 -37.4 5 12.5 56.6 0.75 42.5 32.3 .52.6 12.5 56.6 -0.96 -54.3 -64.5 -44.1 WLS4--[1.4] Copyright©2020 SDG, Inc. Abourizk-Assad Residence July 19, 2013 ASCE?-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # Surface z (ft) q (psf) G Cp I GCpi Ext Pres (psf) Net w/+GCpi (psf)l Net w/-GCpi (psf) 1 Windward Wall 10.6 56.6 0.88 0.80 0.18 39.8 29.7 50.0 Overhang Top 12.5 56.6 -0.03 0 -1.5 12.5 56.6 -0.54 -26.9 Overhang Bot 10.6 56.6 0.80 39.8 2 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 3 Leeward Wall 12.5 56.6 0.88 -0.50 0.18 -24.9 -35.1 -14.7 4 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 5 Leeward Wall 12.5 56.6 0.88 -0.50 0.18 -24.9 -35.1 -14.7 6 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 7 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 8 Leeward Wall 12.5 56.6 0.88 -0.50 0.18 -24.9 -35.1 -14.7 9 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 10 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 11 Leeward Wall 12.5 56.6 0.88 -0.50 0.18 -24.9 -35.1 -14.7 12 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 13 Leeward Wall 12.5 56.6 0.88 -0.50 0.18 -24.9 -35.1 -14.7 14 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 15 Windward Wall 11.0 56.6 0.88 0.80 0.18 39.8 29.7 50.0 16 Windward Wall 11.0 56.6 0.88 0.80 0.18 39.8 29.7 50.0 WLS4--[1.4] Copyright©2020 SDG, Inc. Page 13 of 24 t AbLourizk-Assad Residence July 19, 2013 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # Surface z (ft) q (psf) G Cp I GCpi I Ext Pres (psf) Net w/+GCpi (psf) Net w/-GCpi (psf) 17 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 18 Windward Wall 11.0 56.6 0.80 39.8 29.7 50.0 19 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 20 Leeward Wall 12.5 56.6 0.88 -0.50 0.18 -24.9 -35.1 -14.7 21 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 A Windward Roof 12.5 56.6 0.88 -0.18 0.18 -9.0 -19.2 1.2 12.5 56.6 -0.82 -40.8 -51.0 -30.7 B Leeward Roof 12.5 56.6 0.88 -0.54 0.18 -26.9 -37.1 -16.7 C Roof 0 to 6.2 * 56.6 0.88 -1.30 0.18 -64.8 -74.9 -54.6 6.2 to 9.3 * 56.6 -0.70 -34.9 -45.1 -24.7 0 to 9.3 * 56.6 -0.18 -9.0 -19.2 1.2 D&E Roof 0 to 6.2 * 56.6 0.88 -1.03 0.18 -51.3 -61.5 -41.1 6.2 to 12.5 * 56.6 -0.81 -40.3 -50.5 -30.2 12.5 to 17.2 * 56.6 -0.59 -29.4 -39.6 -19.2 0 to 17.2 * 56.6 -0.18 -9.0 -19.2 1.2 F Roof 0 to 6.2 * 56.6 0.88 -0.90 0.18 -44.8 -55.0 -34.6 6.2 to 12.5* 56.6 -0.90 -44.8 -55.0 -34.6 12.5 to 25.0* 56.6 -0.50 -24.9 -35.1 -14.7 25.0 to 27.8 * 56.6 -0.30 -14.9 -25.1 -4.8 0 to 27.8* 56.6 -0.18 -9.0 -19.2 1.2 G Roof 0 to 6.2 * 56.6 0.88 -0.92 0.18 -45.8 -56.0 -35.6 6.2 to 12.5* 56.6 -0.88 -43.8 -54.0 -33.6 12.5 to 23.0* 56.6 -0.52 -25.9 -36.1 -15.7 0 to 23.0 * 56.6 -0.18 -9.0 -19.2 1.2 WLS4 --[1.4] Copyright©2020 SDG, Inc. Page 14 of 24 Abourizk-Assad Residence July 19, 2013 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # Surface z (ft) q (psf) I G Cp I GCpi I Ext Pres (psf) Net w/+GCpi (psf)l Net w/-GCpi (psf) H Roof 0 to 6.2 * 56.6 0.88 -1.30 0.18 -64.8 -74.9 -54.6 6.2 to 10.5 " 56.6 -0.70 -34.9 -45.1 -24.7 0 to 10.5 " 55.6 -0.18 -9.0 -19.2 1.2 This is load case 1 in ASCE 7-05 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. WLS4-- [1.4] Copyright©2020 SDG, Inc. Page 15 of 24 Abourizk-Assad Residence July 19, 2013 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # Surface I z (ft) q (psf) IG CpGCpi Ext Pres (psf) Net w/+GCpi (psf) Net w/-GCpi (psi) 1 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 2 Windward Wall 11.0 56.6 0.80 :40.3 30.1 50.5 11.8 56.6 0.80 40.3 30.1 50.5 12.5 56.6 0.80 40.3 30.1 50.5 13.0 56.6 0.80 40.3 30.1 50.5 Overhang Top 12.5 56.6 -0.90 0 -45.3 Overhang Bot 12.5 56.6 0.80 40.3 3 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 4 Windward Wall 11.0 56.6 0.89 0.80 0.18 40.3 30.1 50.5 5 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 6 Leeward Wall 12.5 56.6 0.89 -0.35 0.18 -17.6 -27.8 -7.4 7 Windward Wall 10.6 56.6 0.89 0.80 0.18 40.3 30.1 50.5 Overhang Top 12.5 56.6 -0.03 0 -1.5 12.5 56.6 -0.54 -27.2 Overhang Bot 10.6 56.6 0.80 40.3 8 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 9 Leeward Wall 12.5 56.6 0.89 -0.35 0.18 -17.6 -27.8 -7.4 10 Windward Wall 11.0 56.6 0.89 0.80 0.18 40.3 30.1 50.5 11 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 12 Windward Wall 11.0 56.6 0.89 0.80 0.18 40.3 30.1 50.5 13 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 14 Leeward Wall 12.5 56.6 0.89 -0.35 0.18 -17.6 -27.8 -7.4 WLS4 --[1.4] Copyright©2020 SDG, Inc. Page 16 of 24 Abourizk-Assad Residence July 19, 2013 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # Surface z (ft) q (psf) G Cp I GCpi I Ext Pres (psf)l Net w/+GCpi (psf)l Net w/-GCpi (psf) 15 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 16 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 17 Leeward Wall 12.5 56.6 0.89 -0.35 0.18 -17.6 -27.8 -7.4 18 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 19 Leeward Wall 12.5 56.6 0.89 -0.35 0.18 -17.6 -27.8 -7.4 20 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 21 Leeward Wall 12.5 56.6 0.89 -0.35 0.18 -17.6 -27.8 -7.4 A&B Roof 0 to 6.2 * 56.6 0.89 -0.90 0.18 -45.3 -55.5 -35.1 6.2 to 12.5 * 56.6 -0.90 -45.3 -55.5 -35.1 12.5 to 25.0 * 56.6 -0.50 -25.2 -35.4 -15.0 25.0 to 69.8 * 56.6 -0.30 -15.1 -25.3 -4.9 0 to 69.8 * 56.6 -0.18 -9.1 -19.3 1.1 C Roof 0 to 5.7 * 56.6 0.89 -1.30 0.18 -65.5 -75.7 -55.3 0 to 5.7 * 56.6 -0.18 -9.1 -19.3 1.1 D Windward Roof 12.5 56.6 0.89 -0.13 0.18 -6.5 -16.7 3.6 12.5 56.6 -0.67 -33.8 -43.9 -23.6 E Leeward Roof 12.5 56.6 0.89 -0.49 0.18 -24.7 -34.9 -14.5 F Roof 0 to 6.2 * 56.6 0.89 -0.90 0.18 -45.3 -55.5 -35.1 6.2 to 12.5 * 56.6 -0.90 -45.3 -55.5 -35.1 12.5 to 25.0 * 56.6 -0.50 -25.2 -35.4 -15.0 25.0 to 26.3 * 56.6 -0.30 -15.1 -25.3 -4.9 0 to 26.3 * 56.6 -0.18 -9.1 -19.3 1.1 WLS4--[1.4] Copyright©2020 SDG, Inc. Page 17 of 24 Abo.urizk-Assad Residence, July 19, 2013 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # Surface z (ft) q (psf) I G Cp I GCpi I Ext Pres (psf)l Net w/+GCpi (psf) Net w/-GCpi (psf) G Roof 0 to 6.2 * 56.6 0.89 -0.90 0.18 -45.3 -55.5 -35.1 6.2 to 12.5 * 56.6 -0.90 -45.3 -55.5 -35.1 12.5 to 25.0 * 56.6 -0.50 -25.2 -35.4 -15.0 25.0 to 29.7* 56.6 -0.30 -15.1 -25.3 -4.9 0 to 29.7 * 56.6 -0.18 -9.1 -19.3 1.1 H Roof 0 to 6.2 * 56.6 0.89 -1.30 0.18 -65.5 -75.7 -55.3 6.2 to 12.4 * 56.6 -0.70 -35.3 -45.4 -25.1 0 to 12.4 * 56.6 -0.18 -9.1 -19.3 1.1 This is load case 1 in ASCE 7-05 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. WLS4--[1.4] Copyright©2020 SDG, Inc. Page 18 of 24 Abourizk-Assad Residence July 19, 2013 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 # Surface z (ft) q (psf) G Cp I GCpi I Ext Pres (psol Net w/+GCpi (psf) Net w/-GCpi (psf) 1 Leeward Wall 12.5 56.6 0.88 -0.50 0.18 -24.9 -35.1 -14.7 2 Side Wall 12.5 56.6 -0.70 -34.9 -45.1 -24.7 3 Windward Wall 10.6 56.6 0.88 0.80 0.18 39.8 29.7 50.0 Overhang Top 12.5 56.6 -0.03 0 -1.5 12.5 56.6 -0.54 -26.9 Overhang Bot 10.6 56.6 0.80 39.8 4 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 5 Windward Wall 11.0 56.6 0.88 0.80 0.18 39.8 29.7 50.0 6 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 7 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 8 Windward Wall 11.0 56.6 0.88 0.80 0.18 39.8 29.7 50.0 11.8 56.6 0.80 39.8 29.7 50.0 12.5 56.6 0.80 39.8 29.7 50.0 13.0 56.6 0.80 39.8 29.7 50.0 14.4 56.6 0.80 39.8 29.7 50.0 Overhang Top 12.5 56.6 -0.90 0 -44.8 Overhang Bot 12.5 56.6 0.80 39.8 9 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 10 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 11 Windward Wall 11.0 56.6 0.88 0.80 0.18 39.8 29.7 50.0 12 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 13 Windward Wall 11.0 56.6 0.88 0.80 0.18 39.8 29.7 50.0 WLS4-- [1.4] Copyright©2020 SDG, Inc. Page 19 of 24 Abourizk-Assad Residence July 19, 2013 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 # Surface z (ft) q (psf) G Cp I GCpi I Ext Pres (psf) Net w/+GCpi (psf) Net w/-GCpi (psi) 14 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 15 Leeward Wall 12.5 56.6 -0.50 -24.9 -35.1 -14.7 16 Leeward Wall 12.5 56.6 0.88 -0.50 0.18 -24.9 -35.1 -14.7 17 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 18 Leeward Wall 12.5 56.6 0.88 -0.50 0.18 -24.9 -35.1 -14.7 19 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 20 Windward Wall 10.6 56.6 0.88 0.80 0.18 39.8 29.7 50.0 Overhang Top 12.5 56.6 -0.03 0 -1.5 12.5 56.6 -0.54 -26.9 Overhang Bot 10.6 56.6 0.80 39.8 21 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 A Leeward Roof 12.5 56.6 0.88 -0.54 0.18 -26.9 -37.1 -16.7 B Windward Roof 12.5 56.6 0.88 -0.18 0.18 -9.0 -19.2 1.2 12.5 56.6 -0.82 40.8 -51.0 -30.7 C Roof 0 to 6.2 * 56.6 0.88 -1.30 0.18 -64.8 -74.9 -54.6 6.2 to 9.3 * 56.6 -0.70 -34.9 -45.1 -24.7 0 to 9.3* 56.6 -0.18 -9.0 -19.2 1.2 D&E Roof 0 to 6.2 * 56.6 0.88 -1.03 0.18 -51.3 -61.5 -41.1 6.2 to 12.5 * 56.6 -0.81 -40.3 -50.5 -30.2 12.5 to 17.2 * 56.6 -0.59 -29.4 -39.6 -19.2 0 to 17.2 * 56.6 -0.18 -9.0 -19.2 1.2 F Roof 0 to 6.2 * 56.6 0.88 -0.90 0.18 -44.8 -55.0 -34.6 6.2 to 12.5 * 56.6 -0.90 -44.8 -55.0 -34.6 WLS4 --[1.4] Copyright©2020 SDG, Inc. Page 20 of 24 Aboi�ri,zk-Assad Residence July 19, 2013 ASC E7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 # Surface z (ft) q (psf) G Cp I GC pi I Ext Pres (p7so w/+GCpi (psf) Net w/-GCpi (psf) F Roof 12.5 to 25.0 * 56.6 0.88 -0.50 0.18 -24.9 -35.1 -14.7 25.0 to 27.8 * 56.6 -0.30 -14.9 -25.1 -4.8 0 to 27.8* 56.6 -0.18 -9.0 -19.2 1.2 G Roof 0 to 6.2 * 56.6 0.88 -0.92 0.18 -45.8 -56.0 -35.6 6.2 to 12.5 * 56.6 -0.88 -43.8 -54.0 -33.6 12.5 to 23.0 * 56.6 -0.52 -25.9 -36.1 -15.7 0 to 23.0 * 56.6 -0.18 -9.0 -19.2 1.2 H Roof 0 to 6.2 * 56.6 0.88 -1.30 0.18 -64.8 -74.9 -54.6 6.2 to 10.5 * 56.6 -0.70 -34.9 -45.1 -24.7 0 to 10.5 * 56.6 -0.18 -9.0 -19.2 1.2 This is load case 1 in ASCE 7-05 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. WLS4--[1.4] Copyright©2020 SDG, Inc. Page 21 of 24 Abo'urizk-Assad Residence July 19, 2013 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 # Surface z (ft) q (psf) G Cp I GCpi I Ext Pres (psf) Net w/+GCpi (psf)l Net w/-GCpi (psf) 1 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 2 Leeward Wall 12.5 56.6 -0.35 -17.6 -27.8 -7.4 3 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 4 Leeward Wall 12.5 56.6 0.89 -0.35 0.18 -17.6 -27.8 -7.4 5 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 6 Windward Wall 11.0 56.6 0.89 0.80 0.18 40.3 30.1 50.5 7 Leeward Wall 12.5 56.6 0.89 -0.35 0.18 -17.6 -27.8 -7.4 8 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 9 Windward Wall 10.6 56.6 0.89 0.80 0.18 40.3 30.1 50.5 10 Leeward Wall 12.5 56.6 0.89 -0.35 0.18 -17.6 -27.8 -7.4 11 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 12 Leeward Wall 12.5 56.6 0.89 -0.35 0.18 -17.6 -27.8 -7.4 13 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 14 Windward Wall 11.0 56.6 0.89 0.80 0.18 40.3 30.1 50.5 15 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 16 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 17 Windward Wall 11.0 56.6 0.89 0.80 0.18 40.3 30.1 50.5 18 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 WLS4 -- [1.4] Copyright©2020 SDG, Inc. Page 22 of 24 Abourizk-Assad Residence July 19, 2013' ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 # Surface z (ft) q (psf) I G jCp GCpi Ext Pres (psf) Net w/+GCpi (psf)l Net w/-GCpi (psf) 19 Windward Wall 11.0 56.6 0.89 0.80 0.18 40.3 30.1 50.5 20 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 21 Windward Wall 11.0 56.6 0.89 0.80 0.18 40.3 30.1 50.5 11.8 56.6 0.80 40.3 30.1 50.5 12.5 56.6 0.80 40.3 30.1 50.5 13.0 56.6 0.80 40.3 30.1 50.5 Overhang Top 12.5 56.6 -0.90 0 -45.3 Overhang Bot 12.5 56.6 0.80 40.3 A&B Roof 0 to 6.2 * 56.6 0.89 -0.90 0.18 -45.3 -55.5 -35.1 6.2 to 12.5 * 56.6 -0.90 -45.3 -55.5 -35.1 12.5 to 25.0 * 56.6 -0.50 -25.2 -35.4 -15.0 25.0 to 69.8* 56.6 -0.30 -15.1 -25.3 -4.9 0 to 69.8 * 56.6 -0.18 -9.1 -19.3 1.1 C Roof 0 to 5.7* 56.6 0.89 -1.30 0.18 -65.5 -75.7 -55.3 0 to 5.7 * 56.6 -0.18 -9.1 -19.3 1.1 D Leeward Roof 12.5 56.6 0.89 -0.49 0.18 -24.7 -34.9 -14.5 E Windward Roof 12.5 56.6 0.89 -0.13 0.18 -6.5 -16.7 3.6 12.5 56.6 -0.67 -33.8 -43.9 -23.6 F Roof 0 to 6.2* 56.6 0.89 -0.90 0.18 -45.3 -55.5 -35.1 6.2 to 12.5 * 56.6 -0.90 -45.3 -55.5 -35.1 12.5 to 25.0* 56.6 -0.50 -25.2 -35.4 -15.0 25.0 to 26.3 * 56.6 -0.30 -15.1 -25.3 -4.9 0 to 26.3 * 56.6 -0.18 -9.1 -19.3 1.1 G Roof 0 to 6.2 * 56.6 0.89 -0.90 0.18 -45.3 -55.5 -35.1 6.2 to 12.5* 56.6 -0.90 -45.3 -55.5 -35.1 12.5 to 25.0* 56.6 -0.50 -25.2 -35.4 -15.0 WLS4--[1.4] Copyright©2020 SDG, Inc. Page 23 of 24 Abourizk-Assad Residence July 19, 2013 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 # Surface z (ft) q (psf) I G Cp I GCpi I Ext Pres(psf) Net w/+GCpi (psf) Net w/-GCpi (psf) G Roof 25.0 to 29.7* 56.6 0.89 -0.30 0.18 -15.1 -25.3 -4.9 0 to 29.7 * 56.6 -0.18 -9.1 -19.3 1.1 H Roof 0 to 6.2 * 56.6 0.89 -1.30 0.18 -65.5 -75.7 -55.3 6.2 to 12.4* 56.6 -0.70 -35.3 -45.4 -25.1 0 to 12.4 * 56.6 -0.18 -9.1 -19.3 1.1 This is load case 1 in ASCE 7-05 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. WLS4 -- [1.4] Copyright©2020 SDG, Inc. Page 24 of 24 JOB GERALD F. DE MARCO, ARCHITECT SHEET NO. OF 7241 SW 168th Street, Suite E P � MIAMI, FLORIDA 33157 CALCULATED BY DATE (305) 255-2999 CHECKED BY DATE SUMMARY OF MINIMUM DESIGN LOADS GRAVITY ROOF LIVE LOAD 30 PSF DEAD LOAD 17 PSF ------------- TOTAL 47 PSF (Flat roof - Ceiling) WIND - (IN ACCORDANCE WITH ASCE 7-10) V = 175 mph CATEGORY II EXPOSURE C MAIN WIND FORCE RESISTING SYSTEM ROOF -75.7 PSF + 10.0 PSF D.L. _ -61.7 PSF (37.0 PSF - ASD) * WALLS - +50.5 PSF (+30.3 PSF - ASD) * -45.4 PSF (-27.2 PSF -ASD) * COMPONENTS AND CLADDING DOOR "1" ZONE 4: +63.4 PSF -69. 1 PSF (+38.0 PSF -41.5 PSF - ASD) ZONE 5: +63.4 PSF -83.2 PSF 1+38.0 PSF -49. 9 PSF - ASD) WINDOW (DOOR SIDE LITE) ZONE 4 : +65.1 PSF -70.8 PSF (+39.1 PSF -42.5 PSF - ASD) ZONE 5: +65.1 PSF -86. 6 PSF (+39.1 PSF -52.0 PSF - ASD) WINDOW "A" - SURFACE 1 ZONE 4 : +62.8 PSF -68.5 PSF (+37.7 PSF -41.1 PSF - ASD) ZONE 5: +62. 8 PSF -74.1 PSF (+37..7 PSF -44 .5 PSF - ASD) WINDOW "B" ZONE 4 : +60. 0 PSF -65.7 PSF (+36.0 PSF -39.4 PSF - ASD) ZONE 5: +60.0 PSF -75.8 PSF (+36.0 PSF -45.5 PSF - ASD) WINDOW "A" - SURFACE 4 ZONE 4: +57.2 PSF -62.3 PSF (+34 .3 PSF -37.4 PSF - ASD) ZONE 5: +57.2 PSF -74 .1 PSF (+34 .3 PSF -44.5 PSF - ASD) , WINDOW "C" ZONE 4: +65.7 PSF -71.3 PSF (+39.4 PSF -42.8 PSF - ASD) ` ZONE 5: +65.7 PSF -87.2 PSF (+39. 4 PSF -52.3 PSF - ASD) ` WINDOW "D" ZONE 4 : +66.8 PSF -72.4 PSF (+40.1 PSF -43. 4 PSF - ASD) ZONE 5: +66.8 PSF -89.4 PSF (+40. 1 PSF -53. 6 PSF - ASD) WINDOW "0" ZONE 4: +57.2 PSF -62.3 PSF (+34.3 PSF -37.4 PSF - ASD) ZONE 5: +57.2 PSF -74.1 PSF (+34.3 PSF -44 .5 PSF - ASD) WINDOW "P" ZONE 4 : +61. 1 PSF -66.2 PSF (+36.7 PSF -39.7 PSF - ASD) ZONE 5: +61.1 PSF -81.5 PSF (+36.7 PSF -48. 9 PSF - ASD) WINDOW "F" & "Fl" ZONE 4 : +60.0 PSF -66.2 PSF (+36.0 PSF -39.7 PSF - ASD) ZONE 5: +60.0 PSF -79.8 PSF (+36.0 PSF -47. 9 PAS - ASD) WINDOW "E" ZONE 4: +58. 9 PSF -64.0 PSF (+35.3 PSF -38.4 PSF - ASD) ZONE 5: +58. 9 PSF -77.0 PSF (+35.3 PSF -46.2 PSF - ASD) DOOR "9" ZONE 4: +55.5 PSF -60. 6 PSF (+33.3 PSF -36.4 PSF - ASD) ZONE 5: +55.5 PSF -70.2 PSF (+33.3 PSF -42. 1 PSF - ASD) • WINDOW "G" ZONE 4 : +59.4 PSF -64.5 PSF (+35. 6 PSF -38.7 PSF - ASD) ZONE 5: +59.4 PSF -77.5 PSF (+35. 6 PSF -46.5 PSF - ASD) WINDOW "H" ZONE 4 : +56. 6 PSF -61.7 PSF (+34.0 PSF -37.0 PSF - ASD) ZONE 5: +56. 6 PSF -73.0 PSF (+34 . O PSF -43.8 PSF - ASD) WINDOW - BATH ZONE 4 : +61.1 PSF -66.2 PSF (+36.7 PSF -39.7 PSF - ASD) ZONE 5: +61.1 PSF -81.5 PSF (+36.7 PSF -48.9 PSF - ASD) WINDOW"M" ZONE 4: +66.8 PSF -72.4 PSF (+40.1 PSF -43.4 PSF - ASD) ZONE 5: +66.8 PSF -89.4 PSF (+40.1 PSF -53. 6 PSF - ASD) WINDOW (M. BATH) ZONE 4: +66.8 PSF -72.4 PSF (+40.08 PSF -43.44 PSF - ASD) ZONE 5: +66.8 PSF -89.4 PSF (+40.08 PSF -53. 64 PSF - ASD) DOOR "10" ZONE 4 : +56.0 PSF -61. 1 PSF (+33. 6 PSF -36.7 PSF - ASD) ZONE 5: +56.0 PSF -71.3 PSF (+33. 6 PSF -42.78 PSF- ASD) DOOR "14" ZONE 4: +64.5 PSF -70.2 PSF (+38.7 PSF -42.12 PSF -ASD) ZONE 5: +64.5 PSF -84 . 9 PSF (+38.7 PSF -50.94 PSF -ASD) DOOR "13" ZONE 4: +52. 6 PSF -57.7 PSF (+31.56 PSF -34 . 62 PSF -ASD) ZONE 5: +52. 6 PSF -64.5 PSF (+31.56 PSF -38.7 PSF -ASD) *ASD Loads are derived applying 0. 60 load factor for wind per ASCE 7-10 1329-asaad-loads Nott n f ri tmi j s Notice of Preventative Treatments a to (As required by Florida Building Code (FBC) 104.2.6) 7&4& ;V ae lad, (305) 274-5541 Permit # //-:230 s• 33 �Gs Address of Treatment or Lot/Block of Treatment is t Date Time Applicator ©iy:S 7S' C(a S!� --Zig Product Used Chemical used (active ingredient) Number of gallons applied Percent Concentration Area treated (square feet) Linear feet treated CC"- Stage of treatment (Horizontal, Vertical,Adjoining Slab, retreat of disturbed area) As per 104.2.6 - If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line. A Authorized Signature License# JB846 's's i9 C(' 7 76 c �' c Y ENGINEERING aEcCORP. \ WWW.DYNATECHENGINEERING.COM Miami, February 3, 2015 GIs Mr. Orlando Iglesias ORONI CONSTRUCTION 1 14040 Northwest 67th Court Miami, FL 33168 Re: Renovation/Addition @ 576 Northeast 97th Street Miami Shores, FL Dear Mr. Iglesias: Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on February 3, 2015 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done, prior to construction to verify subsoil conditions. Underlying soils below test levels must be verified to prevent future settlements. (DEC) was not authorized to perform supervision and certification of the building pad preparation. This is not a pad certification. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, storm gutters discharging at footings, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re- compacted and re-tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction test results. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, 1^S S u" �� ��4� Wiss Naamani, P.E. ~ DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 X Special Inspector No. 757 ` v < . Certificate of Authorization No.: CA 5491 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(30S)828-7499 FAX(30S)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM 'OPEC ^D E CCORP. WWW.DYNATECHENGINEERING.COM MOISTURE-DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: February 2, 2015 CLIENT: ORONI CONSTRUCTION PROJECT: Renovation/Addition 0) ADDRESS: 576 Northeast 97th Street, Miami Shores, FL CONTRACTOR: Oroni Construction MATERIAL DESCRIPTION:_ Tan sand w/rock fragments SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb.Hammer and an 18"drop ASTM D-1557. % MOISTURE DRY DENSITY 5.5 103.4 6.9 105.9 9.5 108.1 110 14.0 106.8 D 15.6 104.6 R 108 Y 106 D E Optimum Moisture 11.1 Percent I I A N 100%Maximum Dry Density 108.7 lbs./cu.ft. 104 S %Passing'/ Sieve 93.3 Percent I 102 T Y Sampled By:JA 100 Tested By:JA Checked By:WN Ec 8 10 12 14 16 Kpectively subm,' ed, As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization ?' for use,publication of statements,conclusions or extracts from or regarding "3" to our reports is reserved pending our written approval h� ATECH ENGINEERING CORP. Oi da Reg.No. 39584 �,,' �ificate of Authorization No.: CA 5491 2 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM / EC N E HENGINEERING�D E CCORP. W W W.DYNATECHENGINEERING.COM FIELD DENSITY TEST OF COMPACTED SOILS DATE: February 2, 2015 CLIENT: ORONI CONSTRUCTION PROJECT: Renovation/Addition nu, ADDRESS: 576 Northeast 97th Street, Miami Shores, FL CONTRACTOR: Oroni Construction Test No. 1 Location: North side of interior trench underslab Test No. 2 Location: Center of interior trench underslab Test No. 3 Location: South side of interior trench underslab Test No. 4 Location: West side of rear terrace underslab Test No. 5 Location: East side of rear terrace underslab Description of Material: Tan sand w/rock fragments TEST NO. 1 2 3 4 5 DEPTH 10" 10" 10" 12" 12" FIELD DENSITY 107.4 107.1 108.0 107.6 108.3 MOISTURE CONTENT % 7.6 6.9 7.3 8.7 8.5 MAX. DENSITY IN THE FIELD % 98,8 98.5 99.3 98.9 99.6 COMPACTION REQUIREMENTS 95% 95% 95% 95% 95% % OF MAXIMUM 100%MAXIMUM DENSITY (LAB) 108.7 108.7 108.7 108.7 108.7 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS *Please note this is not a pad certification.A soil boring must be performed to determine subsoil conditions below the tested compaction layer prior to construction. Respectfully submitted, Sampled By:JA Tested By: JA a Checked By: WN V, S3 VA- 1ssAIn:. aamani,P.E. DYNnal ENGINEERING CORP. l torida-lg- No. 39584 4e _*a of Authorization No.: CA 5491 *A density test determines the degree of compaction of the tested layer3Ornaterial only. li�-Ue `shall a density test replace a soil bearing capacity determination. A soil boring test must be provided by client,prior to construction to verify spbsorl cb`r� t4��s, As a mutual protection to the clients,the public and ourselves, all reports are submitted as the confidential property of clients, and authorization"bi"Po fQW.' *of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. 3 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM EC