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WS-05-22-1374Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-05-22-1374 Permit Type: Windows/Shutters Work Classification: Window/Door Replacement Permit Status: Approved Issue Date: 06/24/2022 1 Expiration:04/25/2022 Parcel Number 375 NE 94TH ST, Miami Shores, FL 33138 1132060136120 ontacts lames and Summer Williams Owner STRANGE & STRANGE CONSTRUCTION Contractor 375 NE 94 ST INC Home: 9044025787 schaferl0@yahoo.com ALLEN STRANGE 1325 SW 87 AVE, MIAMI, FL 33174 Business: 3059156581 ALLEN@STRANGECONSTRUCTIONS.CO M Des cription: ONE NEW IMPACT WINDOW INSTALLED IN NEW Valuation: $ 3,500.00 Inspection Requests: OPENING I 305-762-4949 Total Sq Feet: 131.00 Fees Amount Application Fee - Other $50.00 CCF $2A0 Change of Contractor $145.00 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.80 Scanning Fee $3.00 'echnology Fee $2.75 'Nindows/Shutters Fee $60.00 Total: $267.95 Building Department Copy Payments Date Paid Amt Paid Total Fees $267.95 Credit Card 10/24/2022 $145.00 Credit Card 05/31/2022 $50.00 Credit Card 06/24/2022 $72.95 Amount Due: $0.00 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. LWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws raqulatiog-egnstruction and zoning. Futhermore, I authorize the above named contractor to do the work stated. N Authorized Signature: Owner I Applicant / Contractor / Agent Date October 24, 2022 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Of11 T, 1000%w ZTA' FBc Zo'ts� Master Permit No. K- 0 5 22-- 1 3 % / Sub Permit No. \JQ 3 ' 0 S- ZZ- %_3 %el QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL CHANGE OF ❑ CANCELLATION ❑ SHOP RCONTRACTOR DRAWINGS JOB ADDRESS: 3 —77 NE AyA S+- City: Miami Shores f County: Miami Dade Zip: 33I3 g Folio/Parcel#: 11 —3 2 06- OG — t.p 12-0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 5 U?Affleyf A 7 me 0.,nA 3 Phone#: /Dq' qb a _5 7 77 Address: r 2 City: �_W_mi LS holey State: T L Zip: 3 31 ✓ 9 Tenant/Lessee Name: IJ Z A Phone#: Email: CONTRACTOR: Company Name: STRANGE & STRANGE COSTRUCTION INC Phone#: 3059156581 Address: 1325 SW 87 AVE MIAMI FL 33174 Email: ALLEN@STRANGECONSTRUCTIONS.COM Qualifier Name: ALLEN J STRANGE . Phone#: 3059156581 State Certification or Registration #: CGC1528687 Certificate of Competency #: C&C. DESIGNER: Architect/Engineer: A% rx P - Phone#: qys— zd3-- 3 w Address: 7D 6-d ! v w YAP 0-50 City: P� nQ , State: Zip: 3 3p) Value of Work for this Permit: $ 35 bb • Q-0Square/linear Footage of Work: 54ss�c Type of Work: ❑ Addition ❑ Alteration ❑ New 91 Repair/Replace ❑ Demolition Description of work:. Oz2 (\?.c u i (honC'+ L'O t0aaw -in Clew nw, Specify color of color thru file:_ Submittal Fee $ Scanning Fee $ Technology Fee $, Structural Reviews $ Permit Fee $ DCA Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ P&Z Review $ . Bond $ _H oe TOTAL FEE NOW DUE $ (Revised04/05/2022) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the 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 a-DalmVA A 0 W N ER or AGENT The foregoing instrument was acknowledged before me this day of ID On l , 20 21i by uAn!0ft is personally known to me or who has produced F� DAVVL as identification and who did take an NOTARY PUBLIC: Signature 1 CONTRACTOR The foregoing instrument was acknowledged before me this 04 day of C�lllcp� by is personally knownto me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: ARLENIS SILVhKA Print: ' • `• MY COMMISSION If Seal: EXPIRES: March6,2024 Seal: ter. �y�zv APPROVED BY Plans Examiner Structural Review Notary Public • State of Florida Commission 9 GG 962673 Ay Comm. Expires Feb 26, 2024 .d through National Notary Assn. Zoning Clerk (Revi5ed04/05/2G22) Permit. Number: iNs " OS -ZZ - ) 3 `7 y Owner's Name (Fee Simple Title Holder): -Jq#xs tv Summer 1fU{1 rya S Phone: ��� you-��8� Owner's Address: 3 7 SS Nif y S 4- City: -,�Li 5he)rZ-3 State:.. ft - Zip Code: 3 31 .lob Address (where work is being done): 395 Nr 9917", S} City: Miami Shores State: . Florida Zip Code: 33 / 3 8 Contractors Company Name: l�� COAUCA'jQ2( Phone: 30S Bid - �D Sa i � Address: 16 / /U5 )3 9 %,e City: 1-a am i State: L Zip Code: 3 3181 Qualifier's. Name: Le <Ae r �Se ri Uc. Number. C6C ) S D 51 to . Architect/ Engineer of Record, Name: Address: City State: Phone: Zip Code: ik Describe work: D 11e- & eu) .1 m aQj . ! wi Yv i0dw 1 rvsT1'1zLe-6 i 1 I ,u,0,v eAC n i NOW 1 hold fthe Building OfRdal and the Miami Shores Aflew ass of 0 1 In r� � cP�:FP�en� can c�fae fio -fur o,,eor fr6u�. Signature 1,16 Owner / AgeM I A it f Engineaer The foregoing instrument was aknowledged The foregoing instrument was aknowledged before me this LIday of OL1 •2027 by &MM"Aw UIUOXAe-1 who is personally known to me or who has produced 14L.-- M Wtol as indertification. Notary Public: Sign and Seal:: ;: t • ;,: MY COMMISSION # GG 950477 EXPIRES: March 6, 2024 of is°c`• 'bonded ThN Notary Public UnderwMers before me this 30 day of Z , by Who is persona#ji known to me or who has produced Notary Public Sign and Seal: as indendrication. ���t� III#!/ VivlenneYao '���•PUe��''' Cornm.:HH22200 M.• • �-cr 31, 2026 %. ' = Expires: Jan. f Florida %�;o�i` Notary Pudic -State o �A R .� ti � r t 4.^. �� � , �:� w`'r . ..a..; �'>�=w..i .: �K• .Z . %� 1 . - � �r G'. . r���. -. t.e. ,�^+� 2 �t':�: n�• l�:>� �' ::1�•� �. .,^J5'-�, _ .)r'..3'�. .'7 •.. „: 1:�� `�`;;: Y �4�;s.�f�3.:12�'.".._�•'s•"Ec�.N•...�+,4.��4i!'�"f'.'''�+:'�'_' ._ r r. '."+N 'trt,��i r,..5• Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit No.: WS-05-22-1374 Permit Type: Windows/Shutters Work classification: Window/Door Replacement Permit Status: Approved Issue Date: 06/24/2022 Expiration: 12/26/2022 Farrel N„mher 375 NE 94TH ST, Miami Shores, FL 33138 1132060136120 Contacts _. James and Summer Williams Owner Arco Construction Corporation Applicant 375 NE 94 ST LESTER JENSEN Home: 9044025787 schaferl0@yahoo.com 1665 NE 137 TER, MIAMI, FL 33181 Business: 3058926507 arcoconstruction@aol.com Other: 3058926507 Arco Construction Corporation contractor LESTER JENSEN 1665 NE 137 TER, MIAMI, FL 33181 Business: 3058926507 arcoconstruction@aol.com Other: 3058926507 Description: ONE NEW IMPACT WINDOW INSTALLED IN NEW Valuation: $ 3,500.00 Ins ection Re nests: OPENING Total Sq Feet: 131.00 ;,_ , Fees Amount Application Fee - Other $50.00 CCF $2.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.80 Scanning Fee $3.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $122.95 Payments Date Paid Amt Paid Total Fees $122.95 Credit Card 05/31/2022 $50.00 Credit Card 06/24/2022 $72.95 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. 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. Futhennore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent June 24, 2022 Page 2 of 2 Miami Shores Village ENTERED Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 MAY 31 2022 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ---t ----- FBC 20 BUILDING Master Permit No. QC-05-2-2-i3-7t PERMIT APPLICATION Sub Permit No. W s - U5 -22-' 13-14 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 22-�2` TL Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BEE: FEE: Tenant/Lessee Name: Email CONTRACTOR: Company Name: 1Z (..rJ �.n'fJGi' .Z V t✓1 i 0 n) toPhone#: Address: t2k? 'G (oN Sk- State:c Zip: City: � i_ o� � -7 Qualifier Name: J C'� l r 'Z !I f=f\1 Gi &L Phone#: State Certification or Registration #: C'� ( ��� i �+ Certificate of Competency #:� 2 /� DESIGNER: Architect/Engineer: GT2VJ Af-\ Phone#: 5nG- ^ 02 J 'I3k7 Address: Cj 0 M k1 �j T 910 —City: , Lr State:1--C�Zip: of Value of Work for this Permit: $ !7 �p0 ®=�� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Otj 9- u E � jW �'A Cl 'W ( N 70 tti i Al '2, T 1",U,)C-D I N5 MFH� Specify color of color thru tile: Submittal Fee Scanning Fee $ Technology Fee Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the 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 l yItlr� U) xis! V.4 - OWNER or AGENT The foregoing instrument was acknowledged before me this q day of l�-1a y 20 Vt by 5Zyn Xy .S �II�%gN►S. who is personally known to me or who has produced r—L OL.. as identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was a�cnowledged before me this 31 day of M2:t::� 20 ZZ by 1at'L 5.0-n who is personally known to me or who has produced • L bn`U-e rs L l , as identification and who did take an oath. NOTARY PUBLIC: Sign: �i^�" . Sign: 1 �n Print: y Y r Print: V (V � i Notary Public, SLrts of Florida '+ riR ..... "u � VivienneYao Seal: Commission# GG 273249 Seal: - _i,srM COmm.:HH222410 ^b Comm arPr,s 0`i 3I. 2022 " a• — Expires: Jan. 31, 2026 1..1t 31 Z0222* m �s P Notary Public • State of Florida APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.aov Insaection requirements for: Windows, Doors, 5 eii his ar Fixed Glass (dadding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing In -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection is for the verification of conformance with Product Approval (NOA). Acknowledge nt! ji vL�c71 V17 r-- Qualifier/Owner S' tore Date Print Nam For Forms and Applications dick here: httt . /bide. miamishorgsvillaize.com WebLink/Browse.asax?id=118WO&dbid=)&reoo=Mia miShoresVi la . Page 1 of 4 E NTER.E D MecaWind v2336 Software Developer: Meca Enterprises Inc., www.meca.biz, Copyright (12018 MAY 81 7.022 Calculations Prepared by: Calculations Prepared For: Client: Office Date: May 25, 2022 Project 8: 2219779-02 BY: Designer: Edward A. Landers, P.E. Location: 375 NE 94th Street, Miami hores„ Description: Wind pressures FileLocation : C:\Users\ealan\OneDrive\Documents\2219779-02.wnd c ;4 w E Basic Wind Parameters m S, Wind Load Standard = ASCE 7-16 Exposure Category = D 0 m LL o Wind Design Speed = 175.0 mph Risk Category = II o, W m Structure Type = Building Building Type = Enclosed c � rn m General Wind Settings m u v Incl_LF = Include ASO Load Factor of 0.6 in Pressures = True w c c DynType = Dynamic Type of Structure = Rigid m '-° m NF = Natural Frequency of Structure (Mode 1) = 1.000 Hz Eo.d Zg = Altitude (Ground Elevation) above Sea Level = 0.000 ft Bdist = Base Elevation of Structure = 0.000 ft owpoc L SDB = Simple Diaphragm Building = False N c,.,o n Reacs = Show the Base Reactions in the output = False o v uv,0 - MWFRSType = MWFRS Method Selected = Ch 27 Pt .� o•> j c `m f NCDut MM Topographic Factor per Fig 26.8-1 Topo = Topographic Feature = None Kzt = Topographic Factor = 1.000 Building Inputs RoofType: Building Roof Type = Hipped W : Width Perp to Ridge = 45.000 ft L Length Along Ridge = 60.000 £t EHt : Eave Height = 10.250 ft Hip Ridge Hipped Length = 40.000 ft RE : Roof Entry Method = Slope Slope Slope of Roof = 3.0 :12 Theta : Roof Slope = 14.04 Deg Par Is there a Parapet = False Exposure Constants per Table 26.11-1: Alpha: Const from Table 26.11-1= 11.500 Zg: At: Const from Table 26.11-1= 0.087 Bt: Am: Const from Table 26.11-1= 0.111 em: C: Const from Table 26.11-1= 0.150 Eps: Overhang Inputs: Std = Overhangs on all sides are the same OHType = Type of Roof Wall Intersections Const from Table 26.11-1= 700.000 ft Const from Table 26.11-1= 1.070 Const from Table 26.11-1= 0.800 Const from Table 26.11-1= 0.125 = True = None Main Wind Force Resisting System (MWFRS) Calculations per Ch 27 Part 1 h = Mean Roof Height above grade = 13.063 ft Kh = Z < 15 ft [4.572 m]--> (2.01 * (15/zg)^(2/Alpha) (Table 26.10-11= 1.030 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor per Table 26.6-1 = 0.85 Zg = Elevation above Sea Level = 0.000 ft Ke = Ground Elevation Factor: Ke = e^-(0.0000362*Zg) [Table 26.9-1) = 1.000 GCPi = Ref Table 26.13-1 for Enclosed Building = +/-0.18 RA = Roof Area = 2835.55 sq ft LF = Load Factor based upon ASD Design = 0.60 qh = (0.00256 * Kh * Kzt * Kd * Ke * V^2) * LF = 41.19 psf gin = For Negative Internal Pressure of Enclosed Building use qh*LF = 41.19 VO;Ib1, it qip = For Positive Internal Pressure of Enclosed Building use qh*LF = 41. �$'ai��•C A. Gust Factor Calculation: Gust Factor Category I Rigid Structures - Simplified Method G1 = For Rigid Structures (Nat. Freq.>l Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm = 0.6 * Ht Izm = Cc * (33 / Zm) 0.167 Lzm = L * (Zm / 33) Epsilon file:///C:[Users/ealan/AppData/Roaming/MecaW ind/SelectedAnaly sis.html a O v N =E7.818 ft -S.,t91 O, _ >3G,dfl9 fig, i R+ RI�\`4' ; 5/25/2022 . -I,- ... Q = (1 / (1 + 0.63 * ((B + Ht) / Lzm)^0.63))^0.5 G2 = 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) Gust Factor Used in Analysis G = Lessor Of G1 Or G2 MWFRS Wind Normal to Ridge (Ref Fig 27.3-11 h = Mean Roof Height Of Building RHt = Ridge Height Of Roof B = Horizontal Dimension Of Building Normal To Wind Direction L = Horizontal Dimension Of building Parallel To Wind Direction L/B = Ratio Of L/B used For Cp determination h/L = Ratio Of h/L used For Cp determination Slope = Slope of Roof Roof LW = Roof (Leeward) Roof_WW = Roof (Windward) Roof = Roof +/-X Coeff (0 to h/2) (0.000 ft to 6.531 ft) _X Roo£_X = Roof +/-X Coeff (h/2 to h) (6,531 ft to 13.063 ft) Roof X = Roof +/-X Coeff (h to 2h) (13.063 ft to 26.125 ft) Roof_X = Roof +/-X Coeff (>2h) (>26.125 ft) Sofit -Y = Overhang Sofit -Y iENTEx .-IIy 0.931 = 0.891 MAY 31 ZOZ2 = 0.850 BY: = 13.063 ft = 15.875 ft = 60.000 ft = 45.000 ft = 0.750 = 0.290 = 14.04 Deg _ -0.47, -0.47 _ -0.06, -0.57 _ -0.18, -0.9 _ -0.18, -0.9 _ -0.18, -0.5 _ -0.18, -0.3 = 0.8, 0.8 Cp_WW = Windward Wall Coefficient (All L/B Values) = 0.80 Cp_LW = Leward Wall Coefficient using L/B = -0.50 Cp-SW = Side Wall Coefficient (All L/B values) _ -0.70 GCpn_WW = Parapet Combined Net Pressure Coefficient (Windward Parapet) = 1.50 GCpn LW = Parapet Combined Net Pressure Coefficient (Leeward Parapet) _ -1.00 Wall Wind Pressures based On Positive Internal Pressure (+GCPi) - Normal to Ridge All wind pressures include a load factor of 0.6 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf psf ----- ----- ----- ----- ------------ ------- -------_____-- 10.25 1.030 1.000 41.19 0.18 20.60 -24.92 -31.92 45.52 9.60 Wall Wind Pressures based on Negative Internal Pressure (-GCPi) - Normal to Ridge All wind pressures include a load factor of 0.6 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf psf ----- ----- ----- ----- ----- --------------- ------ -------------- 10.25 1.030 1.000 41.19 -0.18 35.43 -10.09 -17.09 45.52 9.60 Notes Wall Pressures: Kz = Velocity Press Exp Coeff Kzt = Topographical Factor qz = 0.00256*Kz*Kzt*Kd*V^2 GCPi = Internal Press Coefficient Side = qh * G * Cp-SW - qip * +GCPi Windward = qz * G * Cp WW - qip * +GCPi Leeward = qh * G * Cp LW - qip * +GCPi Total = Windward Press - Leeward Press * Minimum Pressure: Para 27.1.5 no less than 9.60 psf (Incl LF) applied to Walls + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface Roof Wind Pressures for Positive S Negative Internal Pressure (+/- GCPi) - Normal to Ridge All wind pressures include a load factor of 0.6 Roof Var Start End Cp_min Cp-max GCPi Pressure Pressure Pressure Pressure Dist Dist Pn_min* Pp_min* Pn max Pp_max ft ft psf psf psf psf ----------- ------ ------ ----- _____-------- -------- -------- Roof LW N/A N/A -0.470 -0.470 0.180 -9.04 -23.87 -9.04 -23.87 Roof_WW N/A N/A -0.060 -0.570 0.180 5.31 -9.52 -12.54 -27.37 Roof X (+X) 0.000 6.531 -0.180 -0.900 0.180 1.11 -13.72 -24.10 -38.93 Roof X (-X) 0.000 6.531 -0.180 -0.900 0.180 1.11 -13.72 -24.10 -38.93 Roof X (+X) 6.531 13.063 -0.180 -0.900 0.180 1.11 -13.72 -24.10 -38.93 Roof X (-X) 6.531 13.063 -0.180 -0.900 0.180 1.11 -13.72 -24.10 -38.93 Roof X (+X) 13.063 26.125 -0.180 -0.500 0.180 1.11 -13.72 -10.09 -24.92 Roof X (-X) 13.063 26.125 -0.180 -0.500 0.180 1.11 -13.72 -10.09 -24.92 Roof-X (+X) 26.125 45.000 -0.180 -0.300 0.180 1.11 -13.72 -3.09 -17.92 file:///C:/Users/ealan/APPData/RoamingfMecaWind/SelectedAnalysis.html 5/25/2022 Page 3 of 4 ENTEM -11D Roof_X (-X) 26.125 45.000 -0.180 -0.300 0.180 1.11 -13.72 -3.09 -17.92 MAY b Sofit_-Y N/A N/A 0.800 0.800 0.000 28.01 28.01 26.01 28.01 Notes Roof Pressures: BY.,, Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward Edge cp Max = Largest Coefficient Magnitude Cp--min = Smallest Coefficient Magnitude Pp_max = qh*G*Cp_max - qip*(+GCPi) Pn_max = qh*G*Cp_max - qin*(-GCpi) Pp min* = qh*G*Cp_min - qip*(+GCPi) Pn_min* = qh*G*Cp_min - qin*(-GCPi) F ON = Overhang X = Dir along Ridge Y = Dir erpendcular to Ridge Z = Vertical * The smaller uplift pressures due to Cp_Min can become critical when wind is combined with roof live load or snow load; load combinations are given in ASCE 7 + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface MWFRS Wind Parallel to Ridge (Ref Fig 27.3-1) h = Mean Roof Height Of Building = 13.063 ft RHt = Ridge Height Of Roof = 15.875 ft B = Horizontal Dimension Of Building Normal To Wind Direction = 45.000 ft L = Horizontal Dimension Of building Parallel To Wind Direction = 60.000 ft L/B = Ratio Of L/B used For Cp determination = 1.333 h/L = Ratio Of h/L used For Cp determination = 0.218 Slope = Slope of Roof = 14.04 Deg Hip_End = Hipped End Coeff (0 to h/2) (0.000 ft to 6.531 ft) = -0.18, -0.9 Hip_End = Hipped End Coeff (h/2 to h) (6.531 ft to 10.000 ft) = -0.18, -0.9 Hip_End = Hipped End Coeff (>2h) (>50.000 ft) = -0.18, -0.3 Roof = Roof Coeff (0 to h/2) (0.000 ft to 6.531 ft) = -0.18, -0.9 Roof = Roof Coeff (h/2 to h) (6.531 ft to 13.063 ft) = -0.18, -0.9 Roof = Roof Coeff (h to 2h) (13.063 ft to 26.125 ft) = -0.18, -0.5 Roof = Roof Coeff (>2h) (>26.125 ft) = -0.18, -0.3 Cp_WW = Windward Wall Coefficient (All L/B Values) = 0.80 Cp_LW = Leward Wall Coefficient using L/B = -0.43 Cp_SW = Side Wall Coefficient (All L/B values) = -0.70 GCpn_WW = Parapet Combined Net Pressure Coefficient (Windward Parapet) = 1.50 GCpn_LW = Parapet Combined Net Pressure Coefficient (Leeward Parapet) = -1.00 Wall Wind Pressures based On Positive Internal Pressure (+GCPi) - Parallel to Ridge All wind pressures include a load factor of 0.6 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf ------ ----- psf ______--- ----- 10.25 ----- ----- ----- ---- ------- 1.030 1.000 41.19 0.18 20.60 -22.59 -31.92 43.18 9.60 Wall Wind Pressures based on Negative Internal Pressure (-GCPi) - Parallel to Ridge All wind pressures include a load factor of 0.6 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf --- psf ___------ ----- 10.25 ----- ----- ----- ------------- ------- 1.030 1.000 41.19 -0.18 35.43 -7.76 -17.09 43.18 9.60 Notes Wall Pressures: Kz = Velocity Press Exp Coeff Kzt = Topographical Factor qz = 0.00256*Kz*Kzt*Kd*V^2 GCPi = Internal Press Coefficient Side = qh * G * Cp_SW - qip * +GCPi Windward = qz * G * Cp_WW - qip * +GCPi Leeward = qh * G * Cp LW - qip * +GCPi Total = Windward Press - Leeward Press * Minimum Pressure: Para 27.1.5 no less than 9.60 psf (Incl IF) applied to Walls + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface Roof Wind Pressures for Positive 6 Negative Internal Pressure (+/- GCPi) - Parallel to Ridge All wind pressures include a load factor of 0.6 Roof Var Start End Cp_min Cp_max GCPi Pressure Pressure Pressure Pressure Dist Dist Pn min* Pp min* Pp -max Pp_max ft ft psf psf psf psf ------------ ------ ------ ------ ------ --------------------- ---------------- file:///C:[Users/ealan/APPData/Roaming/MecaWind/SelectedAnalysis.html 5/25/2022 PageeT4 of4 Hip_End (-X) 0.000 6.531 -0.180 -0.900 0.180 1.11 -13.72 -24.10 -38.93 Hip_End (-X) 6.531 10.000 -0.180 -0.900 0.180 1.11 -13.72 -24.10 -38.93 ti,ia�i a Hip_End (+X) 50.000 60.000 -0.180 -0.300 0.180 1.11 -13.72 -3.09 -17.92 Roof (+Y) 0.000 6.531 -0.180 -0.900 0.180 1.11 -13.72 -24.10 -38*. Roof (-Y) 0.000 6.531 -0.180 -0.900 0.180 1.11 -13.72 -24.10 -38.93. Roof (+Y) 6.531 13.063 -0.180 -0.900 0.180 1.11 -13.72 -24.10 -38.93 Roof (-Y) 6.531 13.063 -0.180 -0.900 0.180 1.11 -13.72 -24.10 -38.93 Roof (+Y) 13.063 26.125 -0.180 -0.500 0.180 1.11 -13.72 -10.09 -24.92 Roof (-Y) 13.063 26.125 -0.180 -0.500 0.180 1.11 -13.72 -10.09 -24.92 Roof (+Y) 26.125 60.000 -0.180 -0.300 0.180 1.11 -13.72 -3.09 -17.92 Roof (-Y) 26.125 60.000 -0.180 -0.300 0.180 1.11 -13.72 -3.09 -17.92 Notes Roof Pressures: Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward Edge Cp_Max = Largest Coefficient Magnitude Cp_Min = Smallest Coefficient Magnitude Pp_max = qh*G*Cp_max - qip*(+GCPi) Pn_max = qh*G*Cp_max - qin*(-GCpi) Pp_min* = qh*G*Cp_min - qip*(+GCPi) Pn min* = qh*G*Cp_min - qin*(-GCPi) OH = Overhang X = Dir along Ridge Y = Dir Perpendcular to Ridge Z = Vertical * The smaller uplift pressures due to Cp_Min can become critical when wind is combined with roof live load or snow load; load combinations are given in ASCE 7 + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface Components and Cladding (C&C) Calculations per Ch 30 Part 1 h/W = Ratio of mean roof height to building width = 0.290 h/L = Ratio fo mean roof height to building length = 0.218 h = Mean Roof Height above grade = 13.063 ft Kh = Z < 15 ft [4.572 m]--> (2.01 * (15/zg)^(2/Alpha) {Table 26.10-11= 1.030 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor per Table 26.6-1 = 0.85 GCPi = Ref Table 26.13-1 for Enclosed Building = +/-0.18 IF = Load Factor based upon ASD Design = 0.60 qh = (0.00256 * Kh * Kzt * Kd * Ke * V^2) * LF = 41.19 psf LHD = Least Horizontal Dimension: Min(B, L) = 45.000 ft al = Min(O.1 * LHD, 0.4 * h = 4.500 ft a = Max(al, 0.04 * LHD, 3 ft [0.9 m]) = 4.500 ft h/B = Ratio of mean roof height to least hor dim: h / B = 0.290 Wind Pressures for CSC Ch 30 Pt 1 All wind pressures include a load factor of 0.6 Description Zone Width Span Area 1/3 Ref GCp GCp p p Rule Fig Max Min Max Min ft ft ft sq ft ---- ------ ----- psf ------ ----- psf ------ ----------- window 1 ---- ----- ----- ----- 5 5.000 1.330 6.65 No 30.3-1 1.000 -1.400 48.61 -65.08 Area = Span Length x Effective Width 1/3 Rule = Effective width need not be less than 1/3 of the span length GCp = External Pressure Coefficients taken from Figures 30.3-1 through 30.3-7 p = Wind Pressure: qh*(GCp - GCpi) [Eqn 30.3-1]* * Per Para 30.2.2 the Minimum Pressure for CSC is 9.60 psf [0.460 kPa] {Includes LF} file:///C:/Users/ealan/AppData/Roaming/MecaWind/SelectedAnalvsis.html 5/25/2022 V22/2i12? Florida Building Code Online db'r BCIS Home Log In User Regetrabon Hot Topics Submit Surcharge Stats & Facts Publications contact us SOS Site Map units Search ENTERED Product Approval USER:Prod Public User Prynnmval Menu > vroduct or Aool canon Search > Application List MAY 3 12022 lays---- Search Criteria Refine Search Code Version 2020 FL# 21461 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL <na—h Oumdfa _ Ann14nll..nc 1=P iyp-q Manufacturer Validated ey Status FL21461-R3 Revision E.S. Windows, Inc. IAVAD AHMAD PE, INC. Approved History Category: Windows (786) 390-6725 Subcategory: Fixed ,ma.,. w ur vern. µµ„you uy ,auuw of utc"mw/m um wnnnro,un n n.'. contact Us,:: 2WI Blair Some Road, Rllahaseee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EE0 employer. Coovdaht 2007-2013 Stale of Florida.:: Privacy Statemen[ :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850A87.1395. "Pursuant to Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the oepartment with an email address If they have one. The smalls provided may be used for official communicaum with Me licensee. However email addresses are public respond. It you do not wish to supply a personal address, please provide Me Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, RS., please click tlLrL. Product Approval Accepts: M Credit Card Safe r_I A1..)r I-7 r' . .1, Tic sabmlttal har, bean re„Ic..,crj ter coniormanc,o with de3t d Ir.fcrin ucr in gcorltr=ct docur. ants. Accurec v n; - IJ-3 S�L.';1 Tlt i CS, SarCt ucf � � Y nr,,cautio•t m t' 005, s.:,,u­nco of constructio• parformance of SJ�far,.S itir'nc . :.I aCj-'at0d cc; re i s ra, d LI Rcvis_, and Pe3ubm SuiTmli+;,I PJn. Date ` https:/Aw.floridebuilding.org/pr/pr_app_lst.aspx try 2/22/2021 Business & SOS Home I tog In User Registration Hot Topics ®Product Approval dbpr USER: Public User Florida Building Code Online yl' - Submit surcharge surfs A Facts Publications Contact Us BCIS site Map unl s Search ENTERED ProtlucL Apgreval Menu > Pmbtict or 611l-LtOn Search > A2QUCation Llst > Application Detall FL a Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL21461-R3 Revision 2020 Approved E.S. Windows, Inc 10653 NE Quaybridge Ct. Miami, FL 33138 (305) 624-7775 achamorro@eswllc.com Jalal Farooq veronlca@afceng.com Manuel Perez 10653 NE Quaybridge Ct. Miami, FL 33138 maph@bellsouth.net Windows Fixed 8Y: MAY 31 2022 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the JEW Farooq Evaluation Report Florida Ucense PE-81223 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/16/2025 Validated By JAVAD AHMAD PE, INC. Validation Checklist - Hardcopy Received Certificate of Independence • r 7. a u t L�• t u L r r. Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code https:llwww.floridabuilding.org/prlpr app oh.aspx?param=wGEVXQwtDgtgHSolOoKvoV3SaMZbnLGzUTA5TAVLgYwWGJOwOxoYw%3d°/a3d 112 PJ22/2021 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/13/2020 08/13/2020 08/22/2020 10/13/2020 MAY 31 'rO'Z BY: 2 - FL # i Model, Number or Name Description 21461.1 Series ES-ELS50 Aluminum Fixed Large missile Impact resistant aluminum fixed window. Window Limits of Use l Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL21461 R3 II SS - ES-EL150 FX (LMII DWG W16-76 f20201.Ddf Verified By: Jalal Farooq PE # 81223 Design Pressure: +80/-305 Created by Independent Third Party: Yes Other: See drawing W16-76 for span vs. load combinations Evaluation Reports and Installation details. FL21461 R3 AE SS - ES-EL150 Alum FW (LMDI E 2020 pdf Created by Independent Third Party: Yes 21461.2 Series ES-EL150 Aluminum Fixed Non -Impact resistant aluminum fixed window. Window Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL21461 R3 II SS - ES-EL150 FIXED ALUM WDW (raj) - DWG 20-61Fodf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Jalal Farooq PE # 81223 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: See drawing 20-61F for span vs. load combinations Evaluation Reports and installation details FL21461 R3 AE SS - ES-EL150 Alum FW f NIl-PAE 2020 Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Caovdaht 2007-2013 State of Flmdda.:: privacy, statement:: Accessibility Statement :: Refund Stablumen[ under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a publicrecords request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to section 455.275(1), Florida solves, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email acidness If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Department with an email address which on be made avallable to the public. To determine If you are a licensee under Chapter 455, F.S., please click hue , Product Approval Accepts: ® U W Ed E Crent-, Caid Safe https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtgHSolOoKvoVi3SaMZbnLG2UTA5TAVLgYwWGJDwOxoYw%3d%3d 2/2 ENTER D M by 6 r <<7 aq AL-FAROOO CORPORATIGIU- -r- .■ CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 21461 Detailed Product Description: Date: 8/7/2020 Manufacturer: E.S. WINDOWS, LLC Manufacturer Address: 3550 NW 49 STREET. MIAMI, FL 33142 Model Name: SERIES ES-EL150 FIXED ALUMINUM WINDOW Maximum Load: +80 PSF, -105 PSF (Large Missile Impact) Installation Drawings # W16-76 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. For maximum sizes, combination of span vs loads and anchor type refer to installation drawings. Comparative analysis used X Yes _ No Mandatory Tests (Tested in accordance with AAMA 301/I.S.2/NAFS/TAS-202) Test Description Test Location Test Report Date Test Report # Test Sealed By Blackwater Testing, Inc 11/14/2016 BT-ESW-16-004 Constantin Bortes, P.E. 4/23/2020 FTL-11027 Air Infiltration ASTM E283 Leakage g Fenestration Testing 4/30/2020 FTL-12002 Idalmis Ortega, P.E. Laboratory, Inc 4/30/2020 FTL-11035 Blackwater Testing, Inc 11/14/2016 BT-ESW-16-004 Constantin Bortes, P.E. ASTM E331 OR Water 4/23/2020 FFL-11027 ASTM E547 &TAS Penetration Fenestration Testing 4/30/2020 FTL-12002 Idalmis Ortega, P.E. 202 Laboratory, Inc 4/30/2020 FTL-11035 Blackwater Testing, Inc 11/14/2016 BT-ESW-16-004 Constantin Bortes, P.E. 4/23/2020 FTL-11027 ASTM E330 & TAS Uniform Static Air 202 Press. Fenestration Testing 4/30/2020 FTL-12002 Idalmis Ortega, P.E. Laboratory, Inc 4/30/2020 FTL-11035 Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) Test Description Test Walton Test Report Date Test Report# Test Sealed By Blackwater Testing, Inc 11/14/2016 BT-ESW-16-004 Constantin Bortes, P.E. FBC 1626.2 Large Missile 4/23/2020 FTL-13027 (TAS 201 & 203) Impact &Cyclic Fenestration Testing q/30/2020 FTL-12002 Idalmis Ortega, P.E. ANSI Z97.1 Laboratory, Inc 4/30/2020 FTL-11035 Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2020 Florida Building Code. Evaluation Report Engineer: F'gR00 Jalal Farooq PE # 81223 ; F' ?omo! . ' \2; '�.S70NAt• be�',�O Sealed:8/7/2020 AI-Farooq Corporation EB # 3538 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afoeng.com ENTERED HEAT STREN'D. GLASS 3/16' HEAT STREN'D. GLASS .090' Inlerloyer .090' InteHayer T.H.1 PVB Tmsifol INS 8Y 'Mummy America. Inc.' 9y 'steeray America. Inc.' OR OR 090' InteHayer .090' Id " Wer —SmtryGlas SenLryGlas 8,,'Kammy America, Inc.' By'K.my MleH . Me.' OR 090' Interlayer 090' Intact $.As. Clear And CObr alas. Salle. Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemkal Co.' OR OR OJS' Inleafter .075' Intetlayer Sa6¢. CP tYN PET Case Salle. CP With PET Core By 'Eastman Chemical Ca. By 'Eastman Chemical Ca.' 1/4' HEAT M N'D. GLASS pp F 3/16' HEAT STNEN'D. GLASS SILICONE SILICONE \NIL J95 ii OOWSIL 9NSTANT GLAZE 111 M2 _ j: DOWSIL 795 = V / !i it ODO SL STANT GLAZE III eq 7 ATUI/� NIS ON LOES 8WIOER SB THAN ' ONLY 'A' V \ AT�1 4 PINTS ON UTTS �;/MOM THAN 36' ONLY GLASS TYPE 7/16' OVERALL LAM. GISS CLASS TYPE 'R' 7/16' IhERML UM. GLASS —1/8' TEMP. CLASS; 5/32' TEMP. CUSS 5/16' MR SPACE 5/16' MR SPACE 1/8' HEAT STREN1O. GLASS 5/32' HEAT STREN'D. GUSS .ON" Interlayer .090' Intarloyer Tmrilal IND mmm PM 8R'KummY America. Inc.' BOyR'K mahs, America, Ins.' .090' Int.day 090' Inlvicne, Sent'Cl.. 'Karomy ScAtgGlo. BY America. Inc.' OR Kummy Annedc0, Inc.' .090' InlerWyer OBR 090' InUHayN ByAa. Char Prb Color Gkn Salle. Clear Mtl CObr Glass R'Eastman Chemical Co.' ll� 'Eastman Chemical Co.' 0J5' Intarlaysr R .0J5' Interlayer SaOee CP with PET Care 8y'Eastman Chemical Co.' Saflee CP With PET Cn a 'Eastman SRy By Chemical Co.' Olmh t/4' H5. CLASS 5/32' HEAT SrREN'D. CUSS (1/e' X 1, SILICONE �.I 90W 1 J95 SWOONE �a COWSR J95 M2 DOWSIL NSTANT GLAZE RI I:. 3 3 M2 CO 9L INSTANT GVSE III I, i m t I EA E4 Me AT I/4 POINTS Me AT 1/4 POINTS ALL 512E5 ALL SIZES GLASS TYPE 'At GLASS TYPE 'Di' 7/8' O.E;vLL INEUL LAM. GLASS 7/8' OVERALL INSUL LAM. GLASS L A h tin g °�N olog 0 5/18` AIR SPACE CONSISTING OF �B�pG G LL z SPACER: 'HEUMA' LOW PROFILE ALUMINUM SPACER o F eS a BY 'LINCERMANN GMBH' a m F AROUND THE PERIMETER OF THE GLASS. PERIMETER SEA ANT, � SILICONE DOW CORNING 791 J Gr 9nnn TEMP. GLASS -5/16' MR SPACE 1/8' HEAT S1REN'D. CUSS .090' Imenayer Tmaifol PVE By'Kamroy Amerk. Inc.' ON, Wade... SenhyGbs By Kar.my Am.0'., Inc.' OR .NO' InleHayer SaIM. Caner And Color Gloss By'Eaehman Chemical Co.' OR 075' Inlarlayer Sofle. CP With PET Cam By 'Eastman Chemical Co.' r1/8' HS. GLASS l M4 AT 1/4 POINTS ALL SZES GLOSS TYPE. 'EI' 7/8' OJERALL INSUL LM1. GLASS Sealed:8/132020 FL #21461 ASC6N8p� �� m n I I. N0. 81229 — ,4aI a a E 1R �/`� drawmq no. ;�,, W16-76 BNTERED 1/8' HFAT STRFN'0. OV$6 .090' In18Noyer SmlryOloe By 'Kumroy AmerkO, Inc.' 1/1' NEAT $RiEN'0. GLASS i � SILICONE i OOWSIL )95 i AT 1/e POIN3 ON UTES WIDER THAN 36' ONLY GLASS TYPE. 'AA' 7/16- OVERALLL 1A11. GU HEAT S REN'D. CLASS 3/IB' HEAT S1REN'0. CV55 090l Inlerloyer 0baft,r BY 'Kamm" q c ico, Inc.' sen0' ry 9oe BY 'Kummy America. Inc.' 1/4" HFAT QREN'D. G S SLCON 795 O%lLE z In S In 3/IB' HEAT SfREN'0. GLASS SILICONE �� �OOWSIL )95 s TENP. GLASS -5/16- MR SPACE 1/8' HEAT STREWD. GU By . Inlerloyer Senlry°Iae 8y KummY Ar^ericw, Inc' 1/4' HS. G S U S / u /4 MA AT 1PDINfs ALL SUM GLASS TYPE 'AAi 7/8' OVERALL INSUL. LAN. GV S INT$ . POON LaES am/ E]V AT 1/4 Mq ON UTES - (EA THAN 36' ONLY Y3 WIDER THAN 36' ONLY GLASS TYPE '9E' 7/16' OVE1bLL1 LAN. GLAss GLAZING OPTIONS Inlerloyer O q v ray America, Inc.' F� Q � 3/16- NEAT SIREWD. G S ° �µ S IX ON OOW 11- 795 1444� ¢ C FC 02 1/1 POINfS ON IREs LL zo J u 9 ER T Jr ONLY Sealed:8/13/2020 • �+ Na 6f22228 ` drawing 6 W16-7 FL #21461 Gk$5t,,aSSPm^yX75Ydya>£BXt��`6,SYmNkeSXmNki58r5S�S$: SNm75 S geg x$888:$dSB,'F$$S$SS$8$88$$$SS8S$? 1,i �s e w o 0 0 0 o e x n b dt b o b u e b $$$ »S$$SN$$$$uS$$$$$.^o$$$$SSRFw u b B b o L o e b b b b b bbo o b b b o b oil L_ _ JWw00tY LENCiM g J i`— W IENCIH W. IENCiH W. LFNCiH 'l E GI to ,I J f I C7 6zo W� r—W. "� " 0 r =D rnp I f �£ L J V1y£m no a escri on N ES-EL150 FlXED ALUMINUM WDW. (L.1 E.S. 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FOR SPACING i scc s"tau+Aii `r"v>Piiw"ni•,,,"' i I z � I EDGE INV. IIn Q 2 °g TN H °c n MIC/.L ANCHORS clog SFE E . 0 al � K FOR SPICING 6r viQ HWOOD[14t BUCKS AND METAL STRUCTURE NOT BY 'ES. WINDOWS C yp MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM < aim F AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELM. MR sPAcuTc � IJ4" DIA, TAPCON BY 'RW' (FU-12T1 M, FY-100 K91) ; 1/4" DIA. ULTRACON+ BY 'DEWALT' (Fu-194 KIN, y-IIB KSD 3 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN, PENETRATION INTO WOOD (HEAD/SILL/JAMBS) z hA mll THRU 1BY BUCKS INTO CONIC. OR MASONRY fy 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) Ct w 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) a yl a DIRECTLY INTO CONCRETE OR MASONRY x (3 < ^> i 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o R 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) 1/4" DIA TENS OR SELF DRILLING SCREWS (OWE 5 ORS) I N N INTO F.B.C. APPROVED MULLIONS w LJ J n 2 k OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE P.ATEO OR PMNTED) TYPICAL ° EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. c INTO WOOD STRUCTURE - 1" MIN. IMO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD. SILL OR JAMBS SC - 0.55 MIN. M CONCRETE AT HEAD, SILL OR JAMBS Tc - 3000 PSI MIN. 0 a C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. ° Nn 81223 NICK Sealed:811312020 drawing no. FL #21481 IIII �1T11111A ahaet 4 of 9 IN IMI) RUCK RVG U=RE $R anp ME s n vPt N i O �i R� m klum iTl q� 3 0 2 � R�g 8 A� i i G 3 g� % a R Sri 31 ME IR o - %% o n aelc II_�Is renslon$, ES-EL150 FIXED ALUMINUM WDW. (LM.I.) AL-FAROOQ CORPORATION a no ae .... on QIGINEEMR6PNODUCf DEVElOPMEM s ' wew In• - I• E.S. WINDOWS, LLC sssD surasromv�surre a2D ■ N 3550 N.W. 49 STREET MUIMI, FANIDA R93TR (CA.N. 1539) c a. M. ruro MIAMI, FL. 33142 lo.lsOB11R4RaoR egx.PmliNM! V io m P a�. 5y. TF3. (GGS) 9 515, FAX. (5G5) M-5158 COMP-ANL W15-15E5 0 L 3550 N.W. 49 STREET MIAMI, FL 33142 l (] ) M-5151 FAX. 838-5158 AL-FAROOQ CORPORATION ENGINEERS & PROD= DEVEIOPMEM S SONSUOR8 SURE1 ... MORIDA W173 (CAW3538) ENTERED r TPKAL ANCHORS y ILLU5IRATNE T. DOS. ONLY OR INT. MASHES SEE Q .. WRONGWRONGNO �Yi 1� e NOT BY ES. WOW. s s Z o TYPICAL ANCHORS • SEE ELEV. FOR SPACING F � 010 W000 SCREWS (GRADE 2 GRS) z a INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INFO WOOD ALT. Q s 0 0 $Q /f0 TEKS/SMF DRIWNG SCREWS Q G AT 6 FROM ENDS A•D 12 O.C. VAX. F3 C 8 - 1/4' MAX J R GAP MIN. 3 p 3 � Rz z © J W O a E6 ALT. w N c n F E o<i x /Io TEKS/SELF ORIUJNG SCREWS o 2 8 (N AT 6 FROM ENDS I AND tz D.C. MM. IO (� 3 i _ IA aoj M�I� TYJN� ANCHORS EXTERIOR `o FOR SPACING JIO TEAS/SELF DRILLING SCREWS WINDOW WIDTH c AT a FROM ENDS Q AND 12 O.C. Mk)(. © o u ES AT. 1 ,F 3 INSTALLATION DETAILS WITH FIN FRAME ADAPTERS `• Nu 61223 = a • SEE SHEETS 4 h 5 FOR WINDOW DUALS t4.81 3 TrPIm ANCHORS Sealed:8/13/2020 m ' CV:� '�" � drawing no. W16-76 SEE EIEV. MR svuwc FL #21461 r 8/ A TAB /llll 111tT1 sheet 7 of 9 BNTBRBD MAY 31 ?022 REM d PART / REOD. DE9CWPfION MATERIAL YANP./RUPPLR:R/RLYARIf9 Et FS-0.f6t 1 FRWE 606]-T8 f2 ES-EL132 AS flEOD. FRAME SCREW COVER 606]-T8 - E{ ES-0.111 AS R00. OLA2W0 BFAD (WAIL LAM. 01A4) 6pe3-T6 - EM ES-ELi16 AS R00. CU2M0 BEN (WAIL LAM. CLASS) BO6J-TB - E5 ES-EL112 AS PEOD. fL1AH FFNIE ADAPTER 80W-Tfi - EB ES-EL115 AS RE00. FLUSH fRAME AONRER YIRH FlN 8083-Tfi - EJ ES-0.110 AS ROD. GIAZING READ (>/18' LAM. CU55) 8063-TB - E]A ES-0.123 AS R00. CIA2INC BEAD Q/ID' LAM. OLA55) 8003-Tfi M1 dB X 1' - fAAME ASSEMBLY FASTENERS Sf. STEEL PM SMS NZ ER-SOOBA AS RE00. E%IERWR BULB CASKET AUCANE OUROMEIER BOSS SHORE A M2A 0.1W-G02 AS flE00. E%IERIOR tFAF G/Slffi SILICONE OUROMETFR 60SS SHORE A M2B ES-H-J{0-fA5 AS REDO. EXTERIOR WEDLE GASKET SINCONE WflOMETER 65t6 SHORE A MJ BO-3)JA 2/ lRE SEIRNO BLOC% AT I/4 POR115 (LU1, CLASS) AMCONE WROMEIER BDSS SHORE A N{ 0.100-BOl 2/ LRE SEIiINO BLOCK AT I/1 P0elIS (WAIL tµ. CUSS) SK,CONE WNONfifR BOSB SMME A MS OB % 1' iWSH/FlN FRNAE ADAPTER PSBFNBLv FASTENERS ST. STE0. M SMS �2.91) 4wv b 93J .050 n@yp I.382 Ly Q 6t, h A M1 8pW` E1 FRAME C o C Sip w0 2T/ O u u o _ I9I a E2 FRAME SCREW COVER Q $ F 2.85]— y L D� 5oD Bu 3 z FLUSH FRAME ADAPTER j J J J W Q 1,428�1 O y a 30 1.500 L W QQ I NNSR .500L 6. 25 W W y] � as �2.J00 Es FLUSN FRAME ADAPTER WITH FIN 80 c I1 IIIII ) ICE o , F.4o qq .519� .519y�--y r.f35 �(r.05] . `'�P: •.-�Qk ,' g ASO �J1 .82� .623 .625 .625 _ .. Na 81223 SO 9>{ .9]{ 082 .B)4 .2 9>{ : • : �] -_ y .Y �' ♦ 202 .202 202 202 Sealed:8/13/2020 � �� drawing no. E1 ]A E{ Eu FL #21481 GLAZING BEADS ) u IILI` sheet 8 of 9 f m m Ol \ lnrun5l un do1.: 1\-ae-1e fB'�1910"H 'IS Fl%ED ALUMINUM WDW. (L.M.I.J AL-FAIRNI CORPORA710 a u p MISS e9 On FHOINFERS&PRODUC�DEVELOPMHM ! .m.: 1/]•-r E.S. WINDOWS, LLC sseo suNser oRlve. wrrE azo f' m °0 3550 N.W. 49 STREET Nl W 6LDRIDA M' (ca.N. sH9HJ `+ o I a. y. nRa MIAMI, FL 33142 riL (aoHlzeauDo vAxlamlaaaaeis (555) M-5151 PAR. (J05) 55H-5156 CDMP-ANL Wt6-]66 ENTERED ES—EL150 FlUD ALUARNUM WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 3 AND 3.1. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS U'. F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. TYPICAL ELEVATION I'ANGE FRAMES TYPICAL ELEVATION FLANGE FRAMES WITH FLUSH ADOPTER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (M EDITION)/2020 (]TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HMAZ). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE OMGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHAI1 BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO SM I./METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE =17/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS THIS PRODUCT APPROVAL IS GENERIC AND GOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SFAUNG AROUND OPENING MR WATER INFiLTMRON RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ME TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL DESIGN LOADS SHOWN ME BASED ON 'AUMWMLE STRESS DESIGN (ASD)'. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECRON 1709.9.3 OF FLORIDA BUILDING CODE. LAEIEUNG TO COMPLY WITH SECTION 1709.9.2. a MAY 3 12029, E,. WINDOWS WITH FIN FRAME ADA I LIMITED M (L TYPES 'A', 'N', '9', '01' & 'n' ONLY DAYLITE OPENINGS: D.L.O. HEIGHT = WINDOW HEIGHT - 3,125' D.LO. WIDTH WINDOW WIDTH - 3.125' WINDOWS WITH GLASS TYPES 'AA', 'BB' & 'Mi' COMPLY WITH REQUIREMENTS OF ANSI Z97.1. THESE WINDOWS ME RATED FOR LARGE & SMALL MISSILE IMPACT, SHUTTERS ME NOT REQUIRED. Seelea:e(1312020 FL #21461 WC .. MILL SE fANRO. 1.. IF USE OF l P.E.O. ENGINEG O e. ILINe AS A W M ENNNEER RI TIE P'M ENONE£R S SUS07 i0 Th UPIER ME SPEfJFlC pUMN45 RW REOM. Me Me S W BEAR TE MYE MO tlM9ML . M9 S TUAE MB P0.V®]WL ENP M OF RFLgiD . PRFPII¢O 0. Lie I Av;; p M Z3"' 3i La Ga ds Orowin9 To. W16-76