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RC-13-340 (3)Miami Shores Village Building Department 3UN 2 5 2013 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tei: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER (305) 7624949--- FBC 20/0 BUILDING Permit No. PERMIT APPLICATION Master Permit No. C Permit Type: BUILDING ROOFING JOB ADDRESS: 165L-� ti k, 1(& . City: .Miami Shores County: Miami Dade zip: Folio/ParceW Is the Building Historically Designatedi Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): t I Jy l Address: �`I city: _� <<,tnn k s 1l� state:—C- Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: City: State: Zip: Qualifier Nan• Phone#• State Certification or Registration # Certificate of Competency #: Contact Phone#. Email Address: DESIGNER: Architect/Engineer Phone#: -3- 3-3 ("0-- n"6'2 - TOTAL '°- Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAddition OAlteranon ©New _OR i jj/Rep ce Description of Work:. ✓ `� ` �(i!� w) 1_ D 1 Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Ci CCF $ CO/CC $ ❑Demolition DBPR $ Bond $ _ Technology Fee $ + TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address a 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 Fi ECI`RICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 approvand a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this ' The foregoing instrument was ac)mowled ed before me this day of -7- � . 20 by '��'c"-,r– � day of `✓�'n who is personally own to me r who has produced who is perso yknown me or who has produced As identification and who did take an oath. as identification and who did take an oath. PUBLIC: NOTAPA PUBLIC: sign: i rlint•:7> My Commission Expires;_, MY COMMISSION # EE 066066 EXPIRES• April 1, 2015 Bonded Thr, Notary Public Underwriters jSign: y� WM VEG-A m Commission MY COMMISSION # EE 066066 y r UPIRES: APOI 1, 2015 Bonded Ther Nfty Public Undenwilers APPROVED BY �- r� Y Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06d10/2009)(Reviwd 3/15/09) Miami Shores Village Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fait: (305) 756.8972 ,q r �4o -A . PERMIT #: DATE. 1� I, L, contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: 0-�-S From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: to contio�e permitting process. Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Permit No: ( CA 3 —3 Y'0 Structural Critique Sheet X13 ®� v4- fi ;D SPEC -c° P't SI--Z-� 2P 4`10 0 10 -frig) '-ro vSc STOPPED REVIEW Plan review Is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets In the re -submittal drawings. Mehdi Asraf Miami Shores Village Building Department 90050 N.E2nd Avenue, Miami Shores, Florida 33135 JUN '� 013 Tel: (305) 7952204 Fax: (305) 756.8972 To INSPECTION'S PHONE NUMBER (305) 7624949 - BUILDING V1PermitNo. PERMIT APPLICA SWI[PermitNo. Permit BUILDING ROOFING JOB ADDRESS - City: Miami Shores County: Miami Dade Zip: Folio/Parcelk Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Tidehoi lder): ^it fy %-�Phone#. l~ 210 —V1351 1 Address: City State: -V Zip: Tenant/Ussee Name: Phone#: Email: CON Addri City: QualifierName: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone# Email Address: DESIGNER: ArchitectlEngmeer: Phone#: Value of Work for this Permit: $ 1 1 J'" 0 3 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alterarytiiown ❑New ❑ e lace Demolition Description of Work: !CQ Submittal Fee $ Permit Fee Scanning Fee $ Radon Fee $ CCF $ COJCC $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address OW . f --a a 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be apAoved and a reinspection fee will be charged. ll Signature �i lam/ Signature Owner or Agent _ The foregoing instrument was acknowledged before the this The foregoing instrument was acknowledged before me this- / day ofrl 1— . 20 /.3 by 1144", !!L/= 1 � �y of d 6�1 .2Q , by �. 5 '< v who is personallw�wor who has produced who is perso �Ylmowneto or who has producedAs identification and who did take an oath. ation and who did take an oath PUBLIC: Sign: Print: My Commission APPROVED BY (Revised 3/12/2012)(Rev: MY COMMISSION # EE 066066 EXPIRES: April 1, 2015 Bonded Tin Notary Public Underwriters Plans Examiner Structural Review i/15/09) Sign: v Print: !7'J My CommissionYom. ; :*? DAMAY IVEGA MY COMMISSION # EE 066066 EXPIRES: April 1, 2015 °f„F°• • Bonded Thm Notary Public Undmw ters � ��8#��R�RHa���SB���Haia�Sskffi�R�k84ie#�Rdaa&�$��R#�4�D�tArAi��R�# Zoning Clerk 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 Apply is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has comme prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construct this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS,1M.PiLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... FIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approvedwo a reinspection fee will be charged. Signature / —� Signature /" Owner or Agent Contractor The foregoing instrument was acknowledged before me this day of, 20L2) -,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY Sign: Print: My Commission ERM52--VOW'ARV t - "3'x ""r 1.-1., COMMIISSIO� #)'�6>� geE?Mffi:Nw®bef12,2014 FLNdmvDiea = Am= C& The foregoing instrument was acknowledged before me this ?a. day of i , 20 j -5L, by E&A"fd 3" Vlalk94 , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My CommissioN OMOSSI I)D94 A nL,i*w- EXPIRES: December6,2013 ft*dTlnuNorNftUn Wfts sk��ksksk�Ia�a�k��k�ksla$asls�Ia�C�ks�sk�R�a�k¢kik:k�Fs�k�k�kak�Ia:k�k��k�k�k�k�k�k�Ia�a�asla�ksksksk�k�k k�k�k�kakak�Ia�ksk�k�kXa�esIwksk�sk�kiksksksksIssk�kskak:kat:kik$a�kak0�gs:k�kakalwksIss$�a=kaIe�afaaIaBcaIa�eIc:RBwk�k APPROVED BY ✓7 Plans Examiner Zoning Structural Review Clerk (Revised3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) 5 01 In costa 0 co include demolition, raw and pert&ffi-4, ,, obm Jowl which an to be included "ff ailth must be attached) PROPERTY.O.WNM* a_• ni Shores Village ethe f lZin and the ` The costs of :YU9 oy In 'shown on the ' WSr cost (include those donated), labor (including v;luni4�&� 14 -' -A. 41 - lista - tgement, and a3fd'pkbff`X of h6flig-0 -66 is of ided is attached for your reference. (A Copy bfthe°Coi.fftct rptmrr'. # ADDRESS: FOLIO NUMBER: FLOOD ZONA: BASE FLOOD it Vih6N: " VREEBOARD: EAST OF FL.CCCt:- COST OF PAST DIPROVEMINTS (12 -MONTHS): COST OF PROPOSED RKPRQVE.MENTS: C.) TOTAL qJMUjA*k COST 6fEMOVEMIENTS (past and proposed): JT71�', tjr. VALUE OF PRINCIPAL STRUCTM(attach appraisal): OWNERS SIGNATURE: Ir PLANREVEEWER: PLAN REVIEWER SIGNATURE: DATE: SUBSTANTIAL EVIPROVEME] (NOTE. • THIS LIST ISINTENDED FOR t ITEMS TO BE INCLUDED ALL SiAkd, R y INCLUDING �� Foundations Includ�infi91- $ Spread footing, Continuous footing, EXtefior wa'Its,"ging •.[M•Sv, ,onv Beams, Tie Beams,Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows/Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Wails, Columns Drywall, Ceilings, Built in Fumiture, Cabinets, Varsities • All Fixtures Flooring, Tile, Carpet, §tone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans We ter _Systems including Softeners/Filtration Created on June 2009 'a ISNOTALL INCLUSIVE) All Labor andy other SNts associated with �N� ngxnent / $uperyislon - Equivalent cost for. Donated Materials Volunteer Labor (including oV brs and friends) Any Improvements Beyond Pre=difkdged Condition, including; Utility Upgrades Code Upgrades g; ; 1„',EMS TO BE EX�UE Plans and Specifications Survey; Costs . ; . ! d ; - Elevation Certificate Costs Permit fees Items not 6o sicteieW)to'b 'REAL Property Rugs, Furniture, Refrigerator, O i' a ImproverY9e ts, I`nclu ing; Landscaping bks Patios ` Fences Yerd.lights Sheds Gazebos Irrigation Pool MAR 0 8 2013 `- NECAWind Version 2.1.0.7 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com • Date : 3/7/2013 Project No. : Candela112712 Company Name : Arvelo & Assoc., Inc. Designed By : A.A. Address : 4848 SW 74th Ct. Description : Llerena residence remodeling City : Miami Customer Name : Candela Group State : F1 Proj Location : Miami , Florida File Location: C:\Program Files\MECAWind\LLERENA REAR ROOF STRUCTURE.wnd • Directional Procedure Open Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category - D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 ' Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 • Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 3 : 12 Slope of Roof(Theta) = 14.04 Deg L: Roof Hor. Width = 12.00 ft D: Roof Length along Ridge= 39.00 ft Ht: Mean Roof Ht = 12.00 ft Type of Roof = Pitched Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 7.20 ft lzm: Cc*(33/Zm)^0.167 = 0.19 Lzm: 1*(Zm/33)^Epsilon = 537.36 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.94 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Figure 6-18B Open Building -Pitched Roof %111If11;al! �0 36966 S1'AT6 0,`,' : RD ARVELO & ASSOCIATES, INC. BRA AHAM ARVELO, P E. 4948 SW 74 CT. MIAMI, FL 33989 PE#36956 CA#0007329 S1# 0667 0 L Gamma = 0 degrees, Clear Wind Flow Load Cnw Cnl Windward Wind Pres. Leeward Wind Pres. Case psf psi --------------------------------------------- ------------------ A 1.100 -0.390 38.515 -13.655 B 0.110 -1.110 3.852 -38.865 Gamma = 180 degrees, Clear Wind Flow Load Cnw Cnl Windward Wind Pres. Leeward Wind Pres. Case psf psf • --------------------------------------------- ------------------ A 1.100 -0.390 38.515 -13.655 B 0.110 -1.110 3.852 -38.865 Notes: 1) Cnw- Net Pressures (contributions from top and bottom surfaces for windward roof surfaces. Notes: 2) Cnl- Net Pressures (contributions from top and bottom surfaces) for leeward roof surfaces. Gamma = 90 degrees, Clear Wind Flow Length Along Roof Angle Load Cn Wind Pressure Along Ridge Ridge of Roof (Theta) Case psf psf ----------------------------- ------------- ------------------------- <=12.0 Theta<=45 deg A -0.80 -28.011 B 0.80 28.011 >12.0&<=2*12.0 Theta<=45 deg A -0.60 -21.008 B 0.50 17.507 >2*12 Theta<=45 deg A -0.30 -10.504 B 0.30 10.504 Notes: 1) Cn- Net Pressures (contributions from top and bottom surfaces). Notes: 2) Plus and minus signs signify pressures acting towards and away top roof surface, respectively. , yep6 9� - ATS sem' 4$48 SW 74 CT. ZOA X19. FL 33159 PE436956 + lA#U' " --1 SI* 0I' j" M MECAWind Version 2.1.0.7 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date : 3/7/2013 Project No. : Candela112712 Company Name : Arvelo & Assoc., Inc. Designed By : A.A. Address : 4848 SW 74th Ct. Description : Llerena residence remodeling City : Miami Customer Name : Candela Group State : F1 Proj Location : Miami , Florida File Location: C:\Program Files\MECAWind\Llerena Doors & Windows.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure - No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 3.69 : 12 Slope of.Roof(Theta) = 17.08 Deg Ht: Mean Roof Ht = 13.14 ft Type of Roof = Hipped RHt: Ridge Ht = 15.67 ft Eht: Eave Height = 10.60 ft OH: Roof Overhang at Eave= 2.00 ft Roof Area = 3689.00 ft^ 2 Bldg Length Along Ridge = 84.50 ft Bldg Width Across Ridge= 29.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 7.88 ft lzm: Cc*(33/Zm)^0.167 = 0.19 Lzm: 1*(Zm/33)^Epsilon = 543.49 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.94 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems a !� ��`� ��^'' • � ' . �� 'moi 36956 = STATE O' ,A"30c : : ��7 Z 14 OF! M B Kh: 2.01*(Ht/Zg)^(2/Alpha) - 1.03 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 41.19 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 3689.00 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 84.5 ft wall (Normal to Ridge) O Wall Cp Pressure Pressure --------------- +GCpi (psf) -GCPi (psf) ----------- ------ Leeward Wall -0.50 ----------- -24.92 -10.09 Side Walls -0.70 -31.92 -17.09 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -Gr-pi +/-GCpi ---------------- ------ ----- Windward 15.67 1.04 ----- ------- ------- ------- --------- 1.00 41.51 20.81 35.64 45.73 Note: 1) Total = Leeward GCPi + Windward GCPi Roof Location Cp +GCpi(psf) -GCpi(psf) ------------------------------ Windward - Min Cp ---------- -0.55 -26.67 ---------- -11.84 Windward - Max Cp -0.07 -9.87 4.96 Leeward Perp to Ridge -0.54 -26.32 -11.49 Overhang Top (Windward) -0.55 -19.26 -19.26 ti °" Overhang Top (Leeward) -0.54 -18.91 -18.91° j Overhang (Windward only) 0.80 28.01 28.01 VA MWFRS-Wall Pressures for Wind Normal to 29 ft wall (Along Ridges®- Wall Cp Pressure Pressure +GCpi (psf) -GCPi (psf) Leeward Wall -0.25 16.32 -1.49 AWkL;0 & J4�S 4848 SSC? EiRIPvs1Pa8, R 33456 PE#36958 OO;Y '71 Side Walls -0.70 -31.92 -17.09 Wall Elev Rz Kzt qz Press Press Total ---------------- ft ------ ----- psf +GCpi ----- ------- -GCpi ------- +/-GCpi --------- Windward 15.67 1.04 ------- 1.00 41.51 20.81 35.64 37.13 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge -------------------------------- 0.0 ft to 6.6 ft 6.6 ft to 13.1 ft 13.1 ft to 26.3 ft 26.3 ft to 84.5 ft l CP Pressure Pressure +GCpi(psf)-GCpi(psf) - ----•-- ---------- ---------- -0.90 -38.93 -24.10 -0.90 -38.93 -24.10 -0.50 -24.92 -10.09 -0.30 -17.92 -3.09 `���eaor�rrrasa il v$� 10, p1ClL 's0c Byy ES, ma 8 Sart! 74 ARVELo RE' CT dl/ LAPLf, F -L 33156 PEO86965 Ce`t'ti +i7'T37 819',1637 MECAWind Version 2.1.0.7 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date : 3/7/2013 Project No. : Candela112712 Company Name : Arvelo & Assoc., Inc. Designed By : A.A. Address : 4848 SW 74th Ct. Description : Llerena residence remodeling City : Miami Customer Name : Candela Group State : F1 Proj Location : Miami , Florida File Location: C:\Program Files\MECAWind\Llerena Doors & Windows.wnd Roof not { shoxm 4 N;55 a Hip Roof 7 < 0 <= 27 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a .Load Factor of .6 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256 *VA 2*Khcc*Kht*Kd = 1.03 41.19 psf -1oQ1QCM1ArEa INC. HAARVEL 4646 8W 74 CT ®L 3155 PE*36956 'Gjk*Llo()+121 51# OT67 Width of Pressure Coefficient Zone "a" = 3 ft Description Width span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------- Window 8.90 4.20 37.4 1 0.39 -0.84 23.29 -42.13 Door 3.00 8.00 24.0 4 0.93 -1.03 45.84 -49.96 Sidelights 3.00 8.00 24.0 4 0.93 -1.03 45.84 -49.96 Garage Door 8.00 16.00 128.0 5 0.80 -1.01 40.55 -48.98 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256 *VA 2*Khcc*Kht*Kd = 1.03 41.19 psf -1oQ1QCM1ArEa INC. HAARVEL 4646 8W 74 CT ®L 3155 PE*36956 'Gjk*Llo()+121 51# OT67