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RC-17-1993 �o 70 ts�J µ;.Vi-�rr`�' • � �/7-a 4 y. V lk r, r �' ., - ' Ids' s.. .. Y _ ,. • , z - �µ t-; ��?a r n. �•�+.:--..•�,':•..�.. 7. .e�.�..o.�.-...: moi+. e_ _ ��:, "` .. :. SA r 5.1 S `. ' , ...,yq.'-- �,,,. +�-r t ^- ire�. R►^• �§i�•�-+e•r'y�'e'Tyif �4'"^s„^. � : ! ��- r .tee. r J . f WIND LOAD CALCULATIONS Ini FOR 1430 NE 102nd Street . . .... ...... Miami Shores, FL 33138 '• •• •• ...... .... ...... SUBMITTED TO "•• ••••• .. .. .. . ...... . . . . ••.•.• CITY OF MIAMI SHORES FLORIDA PREPARED BY VM2 CONSULTING ENGINEERS INC 4732 SW 74th Avenue Miami, FL 33155 Phone: 786-355-8071 ""Hrpumigprpgryr September 1, 2017 PN VlZC :jR s ENS No.56988 STATE OF ✓r O Juan Vizcarra .....�•' ��' ,��`` O P.E. # 56988 � NAI��,�,� ,��►��„00” S.I. # 6998581 i LIGHT METAL GAGE WALL DESIGN �✓ DATE: 9/1/2017 1430 NE 102nd Street SECTION DESIGNATION: 6005250-97 Single INPUT PROPERTIES: Web Height= 6.000 in Steel Thickness = 0.1017 in Top Flange = 2.500 in Inside Corner Radius = 0.1526 in Bottom Flange = 2.500 in Yield Stress, Fy = 50.0 ksi F Stiffening Lip= 0.625 in Fy With Cold-Work, Fya = 56.2 ksi Punchout Width = 1.500 in Punchout Length = 4.000 in Wall Solver Design Data-Simple Span •�• •" """ Wall Height 10.00 ft Deflection Limit L/360 • Lateral Pressure 68.00 psf Axial Load 0 Ib """ "'• •••••• Stud Spacing 16.0 in • .... .... :so*** I .... •... ..... Check Flexure • • Load Multiplier for Flexural Strength = 1.00 �' ""' .. .. .. . ...... Flexural Bracing: KyLy = 48.0 in • Cb= 1.00 • Me= 27067 Ft-Lb My = 9023 Ft-Lb Me >= i78 Mir...:. ""•• Mc= 9023 Ft-Lb Sc/Sf= 0.96 Mmax= 1133 Ft-Lb <= Ma = 5187 Ft-Lb •0; Check Deflection Deflection Limit: U360 Load Multiplier for Deflection = 1.00 Maximum Deflection = 0.106 in Deflection Ratio= L/1127 Check Shear Vmax=453 Ib (Including Flexural Load Multiplier) Shear capacity reduced for punchouts Va= 3805 lb>=Vmax Check Web Crippling Rmax=453 Ib(Including Flexural Load Multiplier) Web Crippling capacity reduced for punchouts End Bearing Length = 1.00 in Ra= 1614 Ib>= Rmax, stiffeners not required VWN s N0.56988 S TE .o ' er • �,. •:��`, ALE G "ASCE710W.xls"Program WIND LOADING ANALYSIS-Wall Components and Cladding Per ASCE 7-10'Code for.Buildings of Any Height Using Chapter 30:Wind Loadstomiponents and Claddin Job Name: 1430 NE 102 St Subject: Job Number: Originator: Checker: Input Data: Wind Speed,V= 175 mph (Wind Map, Figure 26.5-1 A, B or C) Bldg. Classification= _II (Table 1.5-1 Risk Category) Exposure Category= D '(Sect.26.7) B Ridge Height, hr= 18.00 ft. (hr-he) be** Eave Height, he= 19.00 ft. (he-hr) • • roe • • Building Width= 55.00 ft. (Normal to Building Ridge) • •••• • Building Length= 65:00 ft. (Parallel to Building Ridge) •�• •• •••• ....:. Roof Type= Gable (Gable or Monoslope) •• •••• Topo. Factor, Kzt= 1.00 (Sect. 26.8&Figure 26.8-1) • •••. Direct. Factor, Kd= 0.85 (Table 26.6-1) •••••• •....• ..... Enclosed?(Y/N) Y (Sect. 26.2&Figure 26.11-1) •• • •••. ..:..• Hurricane Region? _Y 6•'• • .. . ...... Component Name= 1Nall (Girt, Siding,Wall, or Fastener) hr ••• K iB • ••• • Effective Area,Ae= 10 ft. (Area Tributary to C&C) Resulting Parameters and Coefficients: +�• • ••• Elevation •• Roof Angle, 6= 1428 deg. Mean Roof Ht., h=1 14.50 ft. (h =(hr+he)/2,for roof angle>10 deg.) Wall External Pressure Coefficients, GCp: GCp Zone 4 Pos. = 1.00 (Fig.30.4-1) GCp Zone 5 P. = 1.00 (Fig.30.4-1) GCp Zone 4 Neg. _ -1.10 (Fig.30.4-1) GCp Zone 5 Neg._ -1.40 (Fig.30.4-1) Positive&Negative Internal Pressure Coefficients, GCpi(Figure 26.11-1): +GCpi Coef.= 0.18 (positive internal pressure) -GCpi Coef._ -0.18 (negative internal pressure) If z<=15 then: Kz=2.01*(15/zg)^(2/a) , If z> 15 then: Kz=2.01*(z/zg)^(2/a) (Table 27.3-1) a= 11.50 (Table 26.9-1) zg= 700 (Table 26.9-1) Kh= 1.03 (Kh = Kz evaluated at z=h) Velocity Pressure: qz=0.00256KZKztKdV2 (Sect.27.3.2, Eq.27.3-1) qh= 68.65 psf qh=0.00256KhKZtKdV2 (qz evaluated at z=h) Design Net External Wind Pressures(Chapter 30): For h-60 ft.: p=qh*((GCp)-(+/-GCpi)) (psf) For h> 60 ft.: p=q*(GCp)-qi*(+/-GCpi) (psf) where:q=qz for windward walls, q=qh for leeward walls and side walls qi=qh for all walls(conservatively assumed per Sect.30.6.2) 1 of 3 9/1/2017 6:06 PM "ASCE710W.xis"Program r Wind Load;Tabulation for WaIMom orients&Cladding`"" Component: z Kh ' qh, p=Net'Design Pressures_psf) ft:) (ps :_ Zone 4{+ Zone 4(-) Zone'5 + Zone 5,(- Wall' 0 1.03 68.65 81.01 -87.88 81.01 -108.47 15.00 1.03 68.65 81.01 -87.88 81.01 -108.47 Tor,z=hr: 18.00 1.03 68.65 81.01 -87.88 81.01 -108.47 SERVICES LOADS: +51 psf -55 psf +51 psf J--68 psf ..... .... ..... .. ...... wwwwww .... ........... ............. .. ............... ........... For z he: 11.00 1.03 68.65 81.01 -87.88 81.01 -108.47 F orz,=h:l1 68.65 1 81.01 87.88 81.01 -108.47 Notes: 1. (+)and(-)signs signify wind pressures acting toward&away from respective surfaces. 2.Width of Zone 5(end zones),V= 1 5.50 Ift. 3. Per Code Section 30.2.2,the minimum wind load for C&C shall not be less than 16 psf. 2 of 3 9/1/2017 6:06 PM "ASCE710W.xls"Program Wall Components and Cladding: e , l • • • • • • Wall Zones for Buildings with h<=60 ft. •• •• •• • ••••,• 1 i 1 1 � � I X I I 5 I i 1 I e rt 1 i { / g a i WALL ELEVATION Wall Zones for Buildings with h>60 ft. 3 of 3 9/1/2017 6:06 PM t Q zC %=I- • Q � • 2> MIAMMDADE Ml- COUNTY PR C ONT SECTION 805 26 S L Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) M 1 'da 175-2474 'BOARD AND CODE ADMINISTRATION DIVISION 7 - 315-2599 NOTICE OF v/econom . ECO Windows 9114 N.W. 106"Street, DAT E..�.._.___- Medley,FL 33178 APpRovF.n- SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction'materials.The ' documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdictiore( J}. 0000.. 'This NOA shall not be valid after the expiration date stated below.The Miami-Dade County 1PAduct Cpptol Section •• (In Miami Dade County) and/or the AHJ (in.areas other than Miami Dade County) reser;&the rig0htufo.have tbys••; product or material tested for quality assurance purposes. If this product or material failSoffi•}taform in tke accepted 00 .. manner, the manufacturer will incur the expense of such testing and the AHJ may immddigte ly revpke-rJodify,•o0r 0 suspend the use of such product or material within their jurisdiction. PERA reserves W right td"voke Oil•• acceptance, if it is determined by Miami-Dade County Product Control Section that thig prQ.net or ma 'iAl fails td meet the requirements of the applicable building code. 000000 0 • This product is approved as described herein,and has been designed to comply with thexlo?i4 Building bode, •. _ 0000.. including the High Velocity Hurricane Zone. 0'•••• DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. 0..0 0 • APPROVAL DOCUMENT:Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entranceboor (L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by ALrFarooq Corpor"ation,dated 02/13/12 and last revised on SEP 04,2015,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitation: 1. See Single or Double.Door Design Pressure(DP)ratings in sheet 2 .See Single or Double Door DP ratings with sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The max door leaf width shall not to exceed 37". See locking options 1 &2 in sheet 7_1. 2. Laminated glass types G1 and G2 are limited to.090'-Kurarary's Butacite PVB and glass type G3 is limited to Insulated laminated glass w/.090"Solutia interlayer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state'and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. , ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety., INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0402.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No. 15-0603.13 MIAMFDADE COUNTY Expiration Date: March 20,2019 ' Approval Date: October 15,2015 ',�_v,\%4 Page 1 F , y j ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 1 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015,signed and sealed by Javad Ahmad,P.E. F B. TESTS(submitted under file 912-0402.03) 1. ' Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBG TAS 202 C •••••• 9994 3)Water Resistance Test,per FBC,TAS 202-94 •• 4)Large Missile Impact Test per FBC,TAS 201-94 •••••• ••••• 9999:. 5)Cyclic Wind Pressure Loading per FBC,TAS 203✓W • • 9999.. 6 Forced Ent Test,per FBC 2411 3.2.1 TAS 202-44.0• •••••• • Entry � .. •9999 9999. along with marked-up drawings and installation diagram of an aluminum OW&w ciug FrencA�por, •• ••• prepared by Hurricane Engineering&Testing,Inc.,Test Report No. ...... •099 9999.. HETI-12-3357,HETI-12-3358,HETI-12-4003,HETI-12-4003 and HET11=0027dated 03/16- .• 26/12,all signed and sealed by Rafael E.Droz-Seda,P. E. • .909.9 9999.. Note:The above referenced test reports have been revised by an addendum letteg dated,TPne 29,20129. issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Sedaop.E. r C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(5te Edition), prepared by Al Farooq Corporation,dated June 02,2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (Former E.I.DuPont DeNemours& Co.,Inc.for the`Butacite®PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)(former Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51h Edition)and letter of no financial interest, prepared by Al Faroo'q Corporation,dated 06/02/15,signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E. Droz-Seda,P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA 012-0402.03,expiring 03/20/19. 2. Test proposal,dated 10/14/11 and 02-21-12 approved by PERA. haq I.Chanda,P.E. Product Control Examiner NOA No. 15-0603.13 Expiration Date: March 20,2019 Approval Date: October 15,2015 E-1 I i MIAMI-DIAD MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 4 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). .... This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Plot Contra•••• Section(In Miami Dade County) and/or the AHJ(in areas other than Miami DadeCouaty)re'eme-the right to have this product or material tested for quality assurance purposes. If this pkb(tete or material fails to•••.. perform in the accepted manner, the manufacturer will incur the expense of suclIM90tIg and the•AHJ may• immediately revoke, modify, or suspend the use of such product'or material within flie+ir juri&&8fibp. RER r reserves the right to revoke this acceptance, if it is determined by Miami-Dade bounty Product Contrbr: Section that this product or material fails to meet there requirements of the licab •b j Udin c da••• *0000 p q PP lc. 9� g 4... ...... This product is approved'as described herein, and has been designed to compl3t avilh the Florida Building .- Code, -Code, including the High Velocity Hurricane Zone. . . .. . ...... DESCRIPTION: Series"Eco-Guard 300"Aluminum Fixed Window--L.M.X. .'. ;, •• APPROVAL DOCUMENT:Drawing No.W09-20,titled"Eco-Guard Series-300 Alum Fixed Wojv. • (L.M.I.)",sheets 1 through 5 of 5,dated 03/23/09,with revision D dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant f LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: 'Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this 'entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA revises NOA#14-0317.03 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0715.10 aM1AMK)MAQEMC0=UNTY Expiration Date': June 17,2019 U M3 15 Approval Date: September 03,2015 L�j Page l R r k Eco Window-Systems,LLC. w NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED - ' A. DRAWINGS 1. Manufacturer's die drawings and sections. , (Submitted under NOA#09-0413.08) 2. Drawing No W09-20,titled"Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5;dated 03/23/09,with revision D dated 07/08/15,prepared by Al-Farooq Corporation,.signed and scaled by 3avad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 • 2)Uniform Static Air Pressure Test,Loading psi'F33C TAS 202-94 •••., • 3)Water Resistance Test,per FBC,TAS 20-94.- along 0294;along with installation diagram of a 97 1W'wide x 961/8"hrf Et:b-Guard series 3CA•••; aluminum double fixed window,prepared by Hurricane Enginpi1qV" &Tes��ri Inc*100:0* Test Report No.HETI-08-2192A,dated 01/15/09,signed and.sealedby Cbio F. ••;••• Font,P.E. (Submitted under NOA#09-0413.08) •• •• •••• ...... 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 2ti'):9.4 • ' 2)Cyclic Wind Pressure Loading per FBC,'SAS 203-94:'...:. •••••• along with installation diagram of a 97 1/4"wide x 96 1/8"tdgbil� Gu jI4 series 349••• aiuminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2192B,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0413.08) . 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 Y along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guard series 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& t Testing Inc.,Test Report No.HETI-08-2193A,dated 01/15/09, signed and sealed by Candido F. Font,P.E. (Submitted under,NOA#09-0413.08) 4. Test reports on: l)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guards 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No. HETI-08-2193B,dated 01115/09,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#09-0413.08) t 5. Test reports on: 1)Large Missile Impact Test per.FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 47 5/8"wide x 96"high Eco-Guard series 300 aluminum triangular top fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No: HETI-08-2194,dated 01/15/09, signed and sealed b Candido F. Font,P.E. (Submitted under NOA#09-0413.08) ' Manuel Per E. t Product Control E a er' NOA No. 15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 t E-1 r r f Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 6. Test reports on: 1)Air Infiltration Test,per,FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 50 5/8"wide x 63 1/4" high Eco-Guard series 300 - aluminum fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No. HETI-08-2195A,dated 01/15/09,signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 0000 • • j•••• 0000•• C. CALCULATIONS _ •.•• • 1. Anchor verification calculations and structural analysis,compl�fiRgwith FBGSth 9 0;0 t Edition(2014), dated 07/08/15,prepared by Al-Farooq Corporation,signed and ••..: sealed by Javad Ahmad,P.E. 000000 •••' • 0000 0000 0000. 2. Glazing complies with ASTM E1300-09 •00.00 0000 0000. • { 0000 0000 0000.. D. QUALITY ASSURANCE :00:9: 1. Miami-Dade Department of Regulatory and Economic Resodrees(`RER): 0•; •••• • • .. . E. MATERIAL CERTIFICATIONS •• 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray.America,Inc.for thea "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-511 Edition(2014),and of no financial interest,dated July 8,2015,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. i G. OTHER 1. Notice of Acceptance No. 14-0317.03, issued to Eco Window Systems,LLC for their Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I., approved on 04/10/14 and expiring on 06/17/19. 1 r Manue Pe ez, .E. Product Control am' er NOA No.15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-2 A F f t MIAMI-DADS MIAMI-RADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street'Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) v.mlamlawde.gov/econo Eco Window Systems,LLC ' 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by'the Authority Having Jurisdiction(AHJ). ••••• This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Prdddct Contra?••;• Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dad&, .pppty)reserve the right to have this product or material tested for quality assurance purposes. If this pu4wL or materjal fails tie • perform in the accepted manner, the manufacturer will incur the expense of such esling and'IbA AHJ mV••• immediately revoke, modify, or suspend the use of such product.or material witbin,air jurisdictiah. RFA... reserves the right to revoke.this acceptance, if it is determined by Miami-Dade-Oognty Pro%A-Contrel...' Section that this product or material fails to meet the requirements of the applicabld WIding cede* ....•- This product is approved as described herein, and has been designed to compf,014the Florida Building •. Code,including the Hi. Velocity Hurricane Zone.. g ••••• a g � t3' DESCRIPTION: Serres Eco-Guard 200 Aluminum Horizontal Rollin Wrndowr L.Atl, . V000: APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw.(L.M.I.)"sheets i through 7 of 7,dated 02/24/09,with revision E dated 07/15/15,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear,a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise a noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has-been a revisionor change in the materials, use, and/or manufacture of the.product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,' Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by, the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0317.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. t NOA No.15-0728.05 M AMWADE COUNTY Expiration Date:,May 27,2019 t ' ' Approval Date: September 03,2015 812��5 Page 1 r Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA#09-0312.08) 2. Drawing No W09-12,'titled"Eco-Guard Series-200 Alum.Horiz. Rolling Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS •••• 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading:pe;FBC,T'�4S W2-94...... 2) Large Missile Impact Test per FBC,TAS 202....-94 •••, •; 3) Cyclic Wind Pressure Loading per FBC,T:49-IM-94 4)Forced Entry Test,per FBC 2411.3.2.1,and.TAA 202—J4 along with marked—up drawings and installation diagram of a-akwhinunf si;W8 hung.... window,prepared by Fenestration Testing Laboratory,Inc.,Te4ftport No;••• 06:600 i FTL-7635,dated 12/09/14, signed and sealed by Marlin D. Bfin%bn,P.O.•" •••••• (Submitted under previous NOA#14-0317.01) • . . . . ...... } 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per ABC T%S 202-94 3)Water Resistance Test,per FBC,TAS 202-94 • 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing, Inc.,Test Report No.HETI-08-2226A,dated 01/15/09,signed and sealed by Candido F.Font; P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 20394 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports bn: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2227,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under,NOA#09-0312.08) Manue ere ,P.E. Product Cont of Ex finer NOA No. -0728.05 Expiration Date:' May 27,2019 Approval'Date: September 03,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED iI{ B. TESTS (coNTuium) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum I horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A, dated 01/15/09, signed and sealed by Candigq F; Font, P.E. - • 0000 0000.. (Submitted under NOA#09-0312.08) •••• ' •• • , •• . . } 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201:94 " ' •••••• 2) Cyclic Wind Pressure Loading per FBC,'It4D.103-94 •• 0 0 0 0 along with marked-up drawings and installation diagram of a'X=alumfula"• ••••• horizontal sliding window,prepared by Hurricane Engineering&-Testing, km?Test..:..' Report No. HETI-08-2228B,dated 01/15/09,signed and seated by CandfdeeF.Font,••••• 0000.. P.E. . . (Submitted under NOA#09-0312.08) •••••• 7. Test reports on: 1) Large Missile Impact Test per FBC,TAS%r-TA ... •'••; 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 •• along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2229,dated 01/15/09,signed and,sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 , along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2230A,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9., . Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2230B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under N04#09-031.2.08) ' a "010-7— Manuel P ez,P.E. Product Control xa iner NOA No-IS- 728:05 Expiration Date:,, May 27,2019 Approval Date:' Septmber 03,2015 E-2 r 4. e Eco Window Systems,LLC. _ f NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 51h Edition(2014), dated 07/08/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) • . . 6666 6666.. E. MATERIAL CERTIFICATIONS •• •• • 4 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray AvIs;M.j Inc.fbt their ••••'• "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring jZ/11/16,.:. •••• 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ai iurW,Inc.Ur.*hir ,•• "SentryGlas®(Clear and White)'Glass Interlayers"dated-8JA55/15,expif*on ' 07/04/18. ..:. 6 0 0.0 0 ' 66666• � •. F. STATEMENTS 0 0 :000%0 1. Statement letter of conformance, complying with FBC 51h Edjtiod(2014} d of n$'• •; financial interest,July 8,2015,signed and sealed by Javad Ahmad,P.E. •• G. OTHER 1. Notice of Acceptance No. 143-0317.01, issued to Eco Window Systems, LLC for their Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I.", approved on 04/10/14 and expiring on 05/27/14. r i Manuel a z,P.E. Product Contr 1 aminer NOA No. 5-0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 a f i ' A + M IAM I-DADE AIWA11-DADE COUNTY,FLORIDA ' V PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 I BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2$99 NOTICE OF ACCEPTANCE (NOA) ww%v.mlamidade.aov/economy Eco Window Systems,LLC 9114 NW 106 Street Miami,Fl 33178 f SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority .... Having Jurisdiction(AID). This NOA shall not..be valid after the expiration date stated below. The Miami—Dade CouiiD7*Product Control Section(In Miami—Dade County)and/or the AHJ(in p�,[1 areas other than Mi� * Coa0n�y0reserve • the"right to have this product or material testedfor quality assurance purposes. if tl4s.product o4 material • -fails to perform in the accepted manner,the manufacturer will incur the expense of cuah testing and the AHZ'•'•; may immediately revoke, modify, or suspend the use of such product or material-%vitkin their fxpisdiction..... RER reserves the right to revoke this acceptance, if it is determined by Mia"-.19nee County-Product• ••• Control Section thafthis product or material fails to meet the requirements of the applit;Able buitdiht code. •••••• This product is approved as described herein, and has been designed to comply Hill tale FlorideBuilding Code,including the High Velocity Hurricane Zone. •' :..:. DESCRIPTION: Series"ECO—Guard Clipped"Aluminum Tube Mullion--I•.AQ " APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "Aluminum Tube Mullion",Mets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al—Fatooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:.Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the perfonnance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami--Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I and evidence pages E---1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. - s, NOA No. 14-0529.16 fl�IAWaADECIDUNTY �C, sExpiration Date: October 23,2019 NOMMt Approval Date: October 23,2014 Page 1 P r I y . Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED -. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M1441, Series titled "Aluminum Tube Mullion", sheets 01 through 09. of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation,signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 0000 2) Uniform Static Air Pressure Test,Loading2)er.Fj1C,TSS2d2-94.0•e 3) Water Resistance Test,per FBC,TAS 202-94 .. ... . 0 . along with marked—up drawings and installation diagram aPl.p.Flipped.aluminum000. mullion at fixed windows, prepared by Hurricane Engineering.&Testing,I>;c., Tecr 0 0 0: Report No. HETI-08 2192A, dated 01/15/09, signed and sealvdeeb Canaide•1'. Font,•••• P.E. ..0. 0000. . 0000 00 00 . 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 10 1.�N 0 0• 2) Cyclic Wind Pressure Loading per FBC,TAS'213-94. 0.00; along with_marked—up drawings and installation diagram -of a► clippdd'ANninwn mullion at a fixed window/a single hung window,prepared by l-fuli.cane I igeerwg see: & Testing, Inc., Test Reports No.'s HETI-08 2192B and HETI-08-2166C, both dated 01/15/09,signed and sealed by Candido F.Font,P.E. 4. Test reports on: 1) .Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion single hung`window, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08--2166A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying witht FBC 2010 and FBC 5th Edition (2014), prepared by Al Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad,P. E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). , .E. MATERIAL CERTIFICATIONS 1. None. Jaime D.Gascon,P.E. Prodnct Control Section Supervisor NOA No. 13-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E--1 a Eco Window Systems,LLC t NOTICE Or ACCEPTANCE: EVIDENCE SUBMITTED 1 _ F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5"' Edition (2014), issued by Al—Farooq Corporation, dated 05/23/14,signed and sealed by Javad Ahmad,P. E. 2. Department of State Certification of Eco Window Systems,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S.Browning,Secretary of State. f 3. Laboratory compliance letter for Test Reports No.'s HETI$;2192A, HETI-08-2192B, y `HETI-0S 2166A and HETI-08-21660, all '.Wjitd ley. i Hurricane' Engineering & Testing, Inc., dated 01/15/09,-sign;d an&•sa tiled by •' Candido F.Font,P.E. •••'•• 4,0 • ' *20000•••'• 4. Proposal No. 08-0236 issued by the Product Control, dategd66/04/08j.s"i�led thy...; E Manuel Perez P. E: • G. OTHERS •• •• •••• •••••• 1. None. '. .. . . . ...... i x 1 Jaime D.Gascon, . Product Control Section Supervisor NOA No.14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 i E-2 f � + MIAMI•DADE bIIAHII-DARE COUNTY PRODUCT CONTROL SECTION + DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidnde.aov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable ries and regulations governing the use of construction; materials. The documentation submitted has been reviewed and accepted by Miami-Dade C=4 RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the-ALthority..... Having Jurisdiction(AHJ). •• •• • This NOA shall not be valid after the expiration date stated below.The Miami-Dade lQditty Pro ttct Contrdl•••0• Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dad8rd$d'ty)reserve the riglL...; to have this product or material tested for quality assurance purposes. If this proddct•or material.fails to • perform in the accepted manner, the manufacturer will incur the expense of such tgsto and the Am may.:..• immediately revoke, modify, or suspend the use of such product or material witlLiO•Ult jurisjljCtJon. REQ,• reserves the right to revoke this acceptance; if it is determined by Miami-Dade.Couaty Product Control Section that this product or material fails to meet the requirements of the applicable bu11&ng code. . ....:. r. This''product is approved as described herein, and has been designed to comply witlrthe Flariaaoguildim • } Code,including the High Velocity Hurricane Zone. •• ••• • ' DESCRIPTION: Sbries"'Eco-Guard 100"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-08,titled"Eco-Guard Series-100 Alum. S.H.Wdw. (L.M.I.)",sheets I through 6 of 6,dated 02/12/09,with revision C dated 02/06/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,F.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant a LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, { model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. - RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this 130A as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. j ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. I INSPECTION: A copy of this' entire NOA shall be provided.to the user by the manufacturer or its distributor's and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOAH 13-0206.04 and consists of this page 1 and evidence pages E-1 and E72,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. hilAMt pAbE GOUN7Y i 1: NOA No.14-0317.02 Expiration Date: April 08,2019 Approval Date: -April 10,2014 Page I t r ' t I t z Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-08,titled"Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.L)", sheets 1 through 6 of 6,dated 02/12/09,with revision C dated 02/06/14,prepared by ' Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS .... 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading;3e.F$C, 2-94••••;• 2)Large Missile Impact Test per FBC,TAS 20I-94 .•'.•. •. 3) Cyclic Wirid Pressure Loading per FBC,'I*AJ 1.1 3-94 ••• •••• 4)Forced Entry Test,per FBC 2411.3.2.1, and.TAS 202-M.. ...... along with marked up drawings and installation diagram-of an al x inurri single hung..•. window,prepared by Fenestration Testing Laboratory, Inc:,TM Rgport N(;••• ••••• 00 FTI-7635,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E."•' 000 s o• 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94••'•; •, •• •••0:• I 2)Uniform Static Air Pressure Test,Loadingper FBC TAS 202-94 . . 3)Water Resistance Test,per FBC,TAS 20Y940 : •••• ; :00**: 4)Forced Entiy Test,per FBC 2411 3.2.1 and TAS 202-94 '• along with installation diagram of a 106.1/2"wide x 76"high ECO-Guard Series 100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No. HETI-08-2166A,dated 12/15/09,signed and sealed by Candida F. Font,P.E. (Submitted under NOA#09-0224.07) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 { 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 106-1/2"wide x 76"high ECO-Guard Series 100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-2I66C,dated 12/ 15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0224.07) ` 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water`Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3'.2.1 and TAS 202-94 along with installation diagram of a 53-1/4"wide x 76"high ECO-Guard Series 100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-216$,dated 12/15109, signed and sealed by Candido F. Font,P.E. (Submi ted under NOA#09-0224.07) ' Manu P.E. Product Coi rol Exa finer a NOA .14- 17.02 Expiration Date: April 08,2019 Approval Date: April 10,2014 E-1 Eco Window Systems,LLC. { NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CON'T'INUED) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagrampf a 53-1/4"wide x 76-1/4"high ECO-Guard Series 100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc.Test Report No.1BETI-08-2170, dated 12/15/09,signed and-`sealed by Candido F. Font,P.E. •• • t (Submitted udder NOA#09-0224.07) ' . ...• 9999.. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complyij}g with Ff,G;�010, ;••••; dated 02/24/14,prepared by A1-Farooq Corporation,signed afid.wled b�Jzvad •9 9 9 9 • Ahmad,P.E. 90,910. 19999 9999. 2. Glazing complies with ASTM E1300-09 •' '• '•" "•'• 9999.. . . . .. ........ D. QUALITY ASSURANCE •••••' 1. Miami-Dade Department of Regulatory and Economic Resoursss(AER)••• E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13;expiring on 12/11/16. ' F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010, and of no financial interest,February 24,2014,signed and sealed by Javad Ahmad,P.E. 2. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon,P.E.,Chief,Product Control Section. • j G. OTHER 1. Notice of Acceptance No. 13-0206.04,issued to Eco Window'Systems, LLC for their Series"Eco-Guard 100"Aluminum Single Hung Window—L.M.I.",approved on 05/02/13 and expiring on 04/08/14. I E t Manuel P.E. Product Contr Et317.02 finer NUA N 1 Expiration Date: April 08,2019 Approval Date: April 10,2014 E-2 1. I i a SCIS Home Lop In user,Registration Hot Topics Submtt'Surcharge ? Stats&Facts Publications FBC Stall SCIS She Map Links Search da Product Approval t USER:Public User Product Aommal Menu i product or Application Search>Application List>Application Detail I ' FL# FL14569-117 UN Application Type Revision Code Version 2014 Application Status, Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived O •••• • • •••• •••••• .Product Manufacturer )ELD-WEN •••• . •• • • I Address/Phone/Email 3737 Lakeport Blvd *00:00• •• •• •••• • Klamath Falls,OR'97601 (800)535-3936 •••••• • • • fbclgjeld-wen.com •••• •••• • • Authorized Signature Kaede McLaughlin *0000* •••• •• •• fbcl@jeld-wen.com • • • •• •• •••• •••••• • Technical Representative 3ELD-WEN Corporate Customer Service • • • � Address/Phone%Email 3737 Lakeport Blvd. •••••• Klamath Falls,OR 97601(800)535-3936 • custo •• ••• customerserviceagents@jeld-�ven.com • .• • • • • Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies i Compliance Method Certification Mark or Listing Certification Agency National Accreditation Management Institute Validated By National Accreditation&'Management Institute k F I ReferencedStandard and Year(of Standard) Standard Year TAS 201 1994 I TAS 202 1994 TAS 203 '1994 I Equivalence of Product Standards Certified By Product Approval Method MetKod 1 Option A Date Submitted 11/11/2015 I l k Date Validated 11%13/2015 Date Pending FBC Approval Date Approved 11/20/2015 DateRev§ed 06/36/2017 Summary of Products i FL# Model,Number or Name Description 14569.1 Contours Steel,,Wood Edge Full Lite Door,Outswing,6'-0"x 6'-8" Limits of Use Certification Agency Certificate, Approved for use in HVHZ:Yes FL14569 R7 C CAC N1006255-R7 Certificate.oa Approved for use outside NVHZ:Yes Quality Assurance Contract'Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure:+60/-60 Installation Instructions Other:Product must be installed per manufacturer FL14569 R7 II 3WO509-03 Installation,odf instructions as stated on drawing 3WO509-03 Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3392.odf Created by Independent Third Party:Yes 14569.2 Contours Steel,Wood Edge Full Lite Door,Inswing,6'-0"x V-8" ` Limits of Use Certification Agency Certificate •0000 •• • Approved for use In HVHZ:Yes' • •••••• Approved for use outside HVHZ:Yes Quality Assurance Contract Fatem Date •• . •• Impact Resistant:Yes 06%30/2019 • • • • Design.Pressure:+60/-65 Installation Instructions •••••• •• • •••••• Other: FL14569 R7 11 1W0509-04 IsstallaNw.odf Verified By:Hermes Norero 7371Q •••••• Created by Independent Thirdya y:olQs •0000• • • Evaluation Reports 0000 •••• ••••• FL14569 R7 AE PER3393.odf_ • • 0000 Created by Independent Third Party:Yes • •••••• • 14569.3 Contours Steel,Wood Edge Full Lite Door,Outswing,6'-0"1"Ire• • •• Limits of Use Certification Agency Certificate • ;.••0• 060000 Approved for use In HVHZ:Yes F K-R i' f • • Approved for use outside HVHZ:Yes Quality Assurance Contract x4i t n Date,.• • ••••; I Impact Resistant:Yes 09/30/2019 • • Design Pressure:+50/-50, Installation Instructions •• Other: FL14569 R7 II 3WO509-01 SS 2015-07-02.odf ^. Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3391.odf Created by Independent Third Party:Yes r 14569.4 Contours Steel,Wood Edge Opaque Door,inswing/Outswing;w/or w/o Impact&Non- Impact Rated Glazed Sidelites,12'-0"x 6'-B" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes " FL14569 R7 C CAG NIOII062 N1011062.01 Certificate.odF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure:_N/A Installation Instructions Other: FL14569 R7 II 3W032012FL Installatiori.odf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3321.odf Created by Independent Third Party:Yes 14569.5 Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,-w/or w/o Impact&Non- Impact Rated Glazed Sidelites,8'-4"x 8'-0" Limits of Use CerEtficationAgency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI011061-R1 Certikate.odf " Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure:+45/-45 Installation Instructions Other: FL14569 R7 I1 )W072012FL Installation.odf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3322.odf Created by Independent,Third Party: Yes 14569:6 Contours Steel,Wood Edge Opaque Door,Outswing,w/or w/o Sidelite, i a Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C - Certificate.Ddr Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes < 08/31/2019 Design Pressure:N/A Installation Instructions Other: FL14569 R7 II S-2104 Installation,ndf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3398.pdf Created by Independent Third Party:Yes 14569.7 Contours Steel,Wood Edge Opaque Door,Outswing,w/or w/out Sidelites,8'-11"x 8'-0' Limit's of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C C11011096,01- Approved C NI011096-R1-N10i1096,0 - Approved for use outside HVHZ:Yes R1 Certificate;bdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:N/A 08/31/2019 Other: Installlation Instructions FL14569 R7 11 S-2108-01,ndf Verified By:Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3832.Ddf Created by Independent Third Party:Yes •••• I • • • • •••• •••••• ` Badc Nex •• • I •• • • • Contact U£::2601 Stair Stone Road.Tallahassee FL 32399 Winne:850-487-1824 •••••• The State of htwida is an AA/EEO employer.'Coovrkitit 2007-2013 State of Flor'6.::PrNacv Statemem::Accessiblli`1y' l5IoA a!nt::Refund Statem•rM ••••• • • Under Fkxida law,email addresses a2 public records.if you do not want your e-mail address released In response to a publkweoad•r•quest,'do not•eadeel•ccronlc ••••• mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.467a1395.*Pursuant to Sattion 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department wlahen ommil address if wery•a►e one.The •••••• emails provided may be used for official communication with the licensee:However email addresses are public record.If you do not wish to supply a personal address, • please provide the Department with an email address which can be made available to the public.To determine If you are a wcfnfet Sneer Chapter 455,RS.,please • click here. • • • • Product Approval Accepts: •••••• ®®®ER® ••• •••••• - Credit Card ••• safe I 1 i t l ` I ( f 398 East Dania,Beach Blvd. BUILDING DROPS. Suite 338 ( ) A Perfect Solution in Every Drop Dania Beach, FL 33004 # - 954.399.8478 PH Certificate of Authorization:29578 954:744.4738 FX contact@buildingdrops.com I� Product Evaluation Report Of 4 } JELD=WEN, inc. Contours Steel Door, Wood Edge x 6'-8" Opaque Outswing Impact Door'Units With & Without Non-Impact Sidelites �. 0000 for : 0 69*0 F 0000.0 0 00 0 0.0.00 6009:. 0000.: Florida Product Approval 0000 0000 :••••: 0000 0000 00006 *0:00: 0000 0000. Report No. 3398 00.00• 0000 0000.. :0 0:0: � 0000.. Current Florida Building Code 0, •••• .. . 0000 0 0 Method: 1 —A (Certification) ••• v - Category: Exterior Doors` Sub —Category: SWinging Exterior Door Assemblies Product: Cdntours Steel Door, Wood Edge Material:' Steel/Wood Product Dimensions: 107"X 81.25"(Maximum) t Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 .. y Prepared by: ��9-,,.•�'' •F,p '% Hermes F. Norero, P.E. • 0 Florida Professional Engineer#73778 _ * 7 Date: 02/02/2015 T T � Contents: �,� ' L P;••�<v Evaluation Report Pages 1 —4 � Digitally signed by Hermes F.Norero,P.E. ��riii1010 Reason:I am approving this document Hermes F. Norero, P.E. Date:2015.02.1812:18:39-05'00' Florida No:73778 \\ BUILDING DROPS Date: 02/02/2015 © A Perfect Solution in Every Drop Report No: 3398 Certificate of Authorization:29578 Manufacturer: JELD-WEN,Inc. k k- Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies t Compliance Method: State Product Approval method(1)(a) Product=Name: Contours Steel Door,Wood Edge 107"X 81.25" (Maximum) 0000 Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E (FL#.73778)for J%Q WEN,inc., based on Method 1a of the State of Florida Product Approval, Florida'De0a4fh*t of Bu!%jri and ,• Professional Regulation-Florida Building Commission.' •••••• •• 0000:. k 0000.. i • 0000.. Hermes F. Norero,P.E.does not have nor will acquire financial interest in t'hV wnpanv• ' 000. 0000 000 k manufacturing or distributing the product or in any other entity involved in the approval process of0• • r 00000 the product named herein., • .. .. .:.. 0000.. This product has been evaluated for use in locations adhering to the current Florida B4ildi.n&Code.P••• • r. 0000.. See Installation Instructions S-2104,signed and sealed by Hermes F. Norero P.C.(FL#734i7>>. for ' specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be.beyond wall dressing or stucco. 3. When used in,areas requiring wind borne debris protection this door product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non-Impact sidelites do re4uire`an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building 1 Code. S. Site conditions that deviate from the details of drawing S-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S-2104 for siie and design pressure limitations. l . Hermes F. Norero,V.E. Florida*No.73778, Page 2 of 4 1 . i BUILDING DROPS Date „ © Report No 3398 5 � A'Perfect Solution in Every Drop Report No: 3398 Certificate of Authorization:29578 • r Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with`the Florida.Building Codefior manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute,Inc. (FBC Organization#QUA1789). { Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 • 4444 r • v466 0000•• Referenced Data: •6 ,. 60 • 00 0 4.{004 00 . 0.00400 1. Product Testing performed by Certified Testing LabpWtpry,Inc. (FBC Organization4444 4444# TST1577) :0000: Repor #:CTLA696W, Report Date: 11/01/2001 •••• 0000 ••••• * 04.60• 6606 00000 w •• .. .4.. 400000 2. Quality Assurance 4 4444.. National Accreditation and Management Institute ..4 000* (FBC Organization M QUA1789) 4 4444 4444.. , 4 6 3. ,Component Material Testing of Dylite Expandable Polystyrene by '• ' Intertek Testing Services NA,Inc. ASTM E84-08 { Report#:3113726SAT-001 R1 Report Date:03/13/2009 Equivalence of Test Standards: { Various test standards have been evaluated for differences in.test methodology,if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN, inc. has tested their products to the following test standard edition(s): r . i 1) ASTM E84-08 i Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) : ASTM E84-09 r, After review of the above mentioned referenced standards and editions,it has been found that no significant technical changes have been made to the test standards that would affect the results:All referenced standards have been found to be equivalent.All materials test results meet,minimum requirements of the current FBC including HVHZ provisions., j Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 I i I- BUILDING DROPS A Perfect Solution in Every Drop Date: 02/02/2015 { ® Certificate of Authorization:29578 Report No: 3398 + 4 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of sufficient-length to achieve a minimum embedment of 1.50"into the wood substrate. I B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is employed,use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient lehgth to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,�s3/16" diameter ITW Tapcon type concrete screw anchors of sufficient lepgth to%bigA minimum embedment of 1.25"into concrete or masonry. •..• .. .• 000.00 ** & 0000.. Refer to Installation Instructions(S-2104)for anchor spacing and more det5ns'bf the installation ;•.,,; requirements. • • . 0000 0000 0000. 0000.. 0000 0000. � •• •• •000 0000f0 Design Pressure: Design Pressure •••••• xX,OXXO X,OXO,x0,Ox,•• •, •••• Outswi. Positive 57 PSF* Positive PSr* •}•••• • Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design k pressures. F a , k d Hermes F. Norero, P.E. Florida No.73778 Page 4 of 4. f 1 - - NOTICE OF PRODUCT-CERTIFICATION 'gyp ; Company: JELD-WEN Exterior Doors Certification No.:, NI011082-R1 % ',`•. 3737 Lakesport Drive Certification Date: 05/01/2012 Klamath Falls,OR 97601 Expiration Date: 08/31/2019 e r Revision.Date: 05/05/2015 Product: "Energy Saver/Contour" Opaque Wood-Edge Steel Door w/or w/o Sidelite (wood frame) CSMkMrI� Specification: TAS 201/202/203-94 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments X O/S Opaque 3'2"x 6'10" +66/-70 10.0 psf Yes CTIA-696W Sinle Max Panel Size:3'0"x 6'8 g Installation Details:S-2104 1-8 OX/XO O/S Door-Opaque 41519 x 6'10" +66/-70 10.0 psf Door-Yes CTLA-696W Max Panel Size:3'0"x 6'8" Single w/Sidelites Sidelite-Glazed Sidelite-No Sidelite DLO:6"x 53"(1/8"Tempered Glass) Installation Details:S-2104 1-8 OXO O/S Door-Opaque 5'10"x 6'10" +66/-70 10.0 psf Door-Yes CTLA-696W Max Panel Size:3'0"x 6'8" Single w/Sidelites Sidelites- Sidelites-No Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Glazed Installation Details:S-2104(1-8) XX O/S Doors-Opaque 6'3"x 6'10" +57/-57 8.55 psf Doors-Yes CTIA-696W DoubleMax Panel Size:3'0"x 6'8" Installation Details:S-2104 1-8 OXXO O/S Doors-Opaque 8'11 x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696W Max Panel Size:3'0"x 6'8" Double w/Sidelites Sidelites- Sidelites-No Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Glazed Installation Details:S-2104(1-8) .. . . . . . . .. National Accreditation& Management Institute,Inc./47i4 Geqr�e._ Q j* gmorial Highway/Hayes,VA 23072 Tel: (804)684-512NFay.;X8e4X 684}512 ..• T NAMI AUTHORIZED SIMATURE: : - . % . . . . . . . ... . . . . ... . . ... 0 . 0 ... . . I VEPCCO CONSTRUCTION AND MANAGEMENT CORP RECEIVED 11881 Hermitage Drive Plantation,FL 33325 AUG 0 41017 TEL:(954)980 5786 VEPCCO Email:vepcco@gmail.com CONSTRUCTION 6 MANAGEMENT CORK Q,44-, CUSTOMER NAME: IGNACIO VILLANUEVA PROJECT NAME: TOTAL RENOVATION CUSTOMER ADDRESS: 600 NE 53RD St MIAMI FL 33137 PROJECT ADDRESS: 1430 NE 102 ST MIAMI SHORES CUSTOMER PHONE: (917)703.6010 FOLIO#: 11 3205 024 0230 CUSTOMER E-MAIL: IVSUCRE�GMAIL.COM SALES PEERSON: Rodotfo Vera DATE: 8/6/2016 Approx Time of Construction:_2.5_3.0 months after permit TOTAL$: $100,317.97 We would like to THANK YOU for the opportunity you giving VEPCCO CONSTRUCTION AND MANAGEMENT CORP,to present this proposal for the construction of your Interior Renovation to a single family home at the above reference location. We will provide all necessary labor,materials,equipment,supervision and management,except as noted below,to perform all required work show below. Item Qty unft Description Total Cost General Conditions GC Labor/Disposal ,Dumpster included Portable Toilet Insurance Exclusion and Clarification.Initials: Master Permit and Trade Permits Fees paid by Owner Permit Processing By Others Parking,Job site supplies,Blueprints,Telephone,Project Management and supervision personnel are included. First Aid and safety included. Sub-Total $4,090.59 Structural DEMO Sum Labor for Demo existing finishes,bathroom,drywall as per plans $3,623.53 Three(3)crew men for 7 days MASONRY WORK 112.00 Sf Close with CMU blocks exisitng opening for family room,include fill cells for walkin closet $987.95 1.00 sum Fill cell for french door kitchen $2,588.24 WOOD 48.00 U. Provide new wood steps for acess to backyard $1,279.99 Provide New plywood in bathrooms due to plumbing work $388.24 Sub-Total $8,867.94 D alMnish/Paintin FRAMING,DRYWALL AND FINISH 964.00 SF Provide drywall new partitions as per plans $5,670.59 432.00 SF Provide new drywall sheeting $1,778.82 STUCCO 112.00 St Stucco work,similar to existing $1,000.00 1.00 Sum Stucco repairs due to window replacemente $1,176.47 INTERIOR AND EXTERIOR PAINTING $9,243.29 4.496.00 Sf Painting interior,premium paint,flat walls 2,325.00 Sf Painting interior,premium paint,flat in ceilings 3,000.00 Sf Paint exterior,premium paint,exterior satin Sub-Total $18,869.18 Impact Windows and Doors 1.00 sum IMPACT WINDOWS AND DOORS $14,415.29 Sub-Total $14,415.29 Thermal Protection INSULATION OR THERMAL PROTECTION $1,470.59 1.00 sum R-4.2 paper insulation on exterior emu wails 1,620.00 st R-19 Batt Fiberglass to ceilings Sub-Total $1,470.59 Flooring/Wall Covering FLOORING 2,152.00 sf. Install engineered wood in floors $6,329.41 163.75 sf. Install ceramic/porcelain tile in bathroom floor $2,594.12 296.00 sf. Install ceramic/porcelain file in shower walls $4,178.82 BACKSPLASH 1.00 sum Install backsplash in kitchen $352.94 BASEBOARD 492.00 Lf. Install wood baseboard 1x6 $1,881.18 Sub-Total $15,336.47 Cabinetry,Carpentry and Millwork KITCHEN CABINETS 1.00 sum Provide kitchen cabinets as per plans $8,500.00 1.00 Sum Provide Counter top $1,600.00 INTERIOR DOORS 7.00 Ea. Provide and Install interior swing door for bedroom&bathroom.Include door knob. $2,035.41 1.00 Ea. Provide and Install interior pocket door for walkin closet and master bathroom.. $385.26 8.00 Ea. Provide and Install interior bi-fold doors 72"x 80"for closets $2,184.98 EXTERIOR DOORS Provide new garage metal door(http://www.homedepot.com/p/Steves-Sons-36-in-x-80-in- Ea. Premium-Flush-Primed-White-Left-Hand-Outswing-Steel-Prehung-Front-Door-with-4-in-Wall- 1.00 STFL-PR-36-40LH/205365906) $713.93 Provide new Main entrance door http://www.homedepot.com/p/JELD-WEN-36-in-x-80-in- Ea. Mission-Prairie-Impact-Rated-Camber-Top-Primed-Premium-Steel-Prehung-Front-Door- 1.00 JW1667-00667/202036085 $701.40 Sub-Total $16,120.97 Electrical Work- ELECTRICAL WORK as per plans $12,500.00 New electrical system includes new panel,new desconnective for a/c,newoutlets and switchs, reccessed high hats,TV,phone jacks,new trim,undercabinets lights LED,smoke detectors and ONQ Box. Do not inclued interior or exterior lamps or sconced Do not include arc fault circuits breakers(AFCI) Sub-Total $1,250.00 Mechanical Work MECHANICAL WORK as per plans $7,647.06 Supply and Install Air Conditioning System: Scope of work:Installed new 4 Ton 16 SEER.Installer 2 new exhaust fan,roof cap& wall cap, 16 return&supply and line of refrigeration The proposal includes materials,permits fee,labor,and taxes. Equipment and materials warranty will be according to each manufacturer's Contractor shall provide 1 year labor warranty Sub-Total $7,647.06 Plumbing Work PLUMBING WORK as per plans $10,588.24 PLUMBING FIXTURES Two(2)Toilets http://www.homedepot.com/p/KOHLER-Cimarron-Comfort-Height-the- 2.00 Ea. Complete-Solution-2-piece-1-28-GPF-Single-Flush-Elongated-Toilet-in-White-K-11451- 0/100658777 $548.85 Ea. One(1)bath tub hftp://www.homedepot.00m/p/Bootz-Industries-Aloha-5-ft-Right-Hand-Drain- 1.00 Soaking-Tub-in-White-011-2364-00/100389008 $168.68 3.00 Ea. three(3)shower valves and head spout $944.12 Sub-Total $12,249.88 TOTAL $100,317.97 RECEIVED Residential Appraisal Report Frlew 0531171 AUG 04 2017 Thepuposedth'sapprasal"sbprwici3thedwt wthaae&le cpnmd ttedAimdvelted seatjed prcpery,ase herded reed thegprasat C&otNarnoriandedtlso Rich Michaud GtreARM82 OL.Com QatAddm 9413 Aston Gardens Ct.#101 clyParkland sane FL zp 33076 Addtiord itaxild s The Fearon Team-Keller Williams Aaix d Us For Resale Purposes ftertyAlless 1430 N.E.102nd Street City Miami Shores sails FL 21p 33138 OrnedFutk pocrdLucd1e Clum CaW Miami-Dade Miami Shores Bay Park Est.Amd. PB56-86 Lot 6 Block 3 " Assessors!'wais 11-3205-024-0230 Tax Year 2016 RETab$5645.95 WotartoxiNarre East Miami ShoresRlaace53-42-05 Cams Tract 12.06 PrmeftPkWAmrjsW Fees teaseirvid Oda daa3ft rawarcir Ocid Oddnot reveal ' wks(rUasfesdit ixfttee bthedle&iedsedit PrimSalefrrardw. D49 Not Applicable Rice Not Applicable s Public Records Ardysisdpdesaborbuds istorydthast)*dVainly(ardcwpaatiesales,Igpicable) There were no prior sales found for the subject property within the past three years. OsiVs.aptiasardco ti asdmedtechedaedtteappraisal As of the date of inspection,the subject property was listed in the local Muttiple Listing Service-MLS.MLS#810335927 listing $775,000.See attached addendum for the subjects MLS IMnq history. Neghborhoodch—awbincs On Unh HouslnpTrsnds OnsUna Housing Preewd Lend Use% lnralim Q liter a6uba WRM Values WIncracarn LKI stable WiDadirwo PRCE ACE Cne-IM 100% BAO OO-19% 2:x75% ltder2996 Oarnard&Wy LjSwtaw In631arce Qer 24114 % (3aeCtI lFkdd 1XISIale I I Sow Tire lldsr3rttts 36mts O.er6nths 530 taw 4 M +wit % NBOWtnodgrndaies The subject is situated in an established residential 4,000 FIM 70 Qmradel % neighborhood.See text addendum for neighborhood boundaries and description. 750 Red 65 Oho % NJ_4tahwd0ascr"m The neighborhood employment and economic market appears stable.Employment and market preferred amenities are within a reasonable distance and offer market appeal to the residential properties.No adverse or detrimental land use was observed. i MMOMdbO s(uft"9pperttameabMeaaduwrs) The sub' ' s neighborhood values appear to be stable. Rrralvio s Irregular Ara 11,200 S .Ft. shwe Approx.Rectanaular View Average/Residential Ciassilicatim R-22.5One Fami Gw&#roed rb N/A sthettgestardbrtuse dthe%Wpg3ertyEsinpraed(aaspcposedper*sardsa*ntias)thepresertrae? W Yes U Pb IN), N/A utilities Public other dsnxi Other dsecdbe OH-Ater ovemaus–T Public Privets Public V"ar creat As aft (mss XLi 83ftySam Septic Aky None StOrmas There were no adverse site conditions observed. GENMALCEgcHp tCN FaNATICN O(1H4CtiCESCRpnCN netoles RWERCR nates tilts Mae UaewAmurit QwulaSab JXjQraWSnw PanitimVi91s Concrete/Average Roar Tile&Ca Av #d soles 1 Rtl Basarat Upaweasone Bteia wft CBS/Average VMS Plaster/Averaae T Oct. Ad. W&DIrdUt Basarert Area 0.0000 sit a Pool arkm S-Tile&BUT/Avg TdmFiisn Wood/Average XlRaxsed I jLkdwQrsL BesenatRdsh N/A%Q toss Aluminium/Av . BathFm Tile/Average Ranch Rnp WncbwTym Awning/Average BallrWmaod Tile/Average Yea BA 1950 The subject property has both SarnSasrhutaw None caramm LJNom EMBTwAwrYrs125 Crawl Soace.Slab Foundation Sm*m Yes/AV a #dCas 4 Attic I I Nae H33fiMIXIFMII 11-W 11 lRxLwt Merles s#O MeWaxweAsphaft Stair stairs Ctla I Flt Electric s#0 Fere Rear #dCbrs 2 Roil Sam Cerial Ar Pdiot7edc Rear Rxdr None #d Cas 0 Fristed F9eted id�idel Oda Pad None Other Shutters AIL Ri 9tAiri s Upmosal LJm=w* tAhAtasivrow Ualar dsa6e Firisfedareaabove oorta9s: 6 Fban 3 Bedoars 2 2,077 ftmFestdQ=LW@NweQacla Adifiad Feehres Covered entry,large rear covered/screened patio,accordion storm shutters for all windows 1/2 bathroom in the garage. OmretsoHhe Irrpraereds The subject property is in avers a condition with no items of immediate repairs noted.See text addendum for additional comments. 1 uroMrrMse®Zil®Dww mit 7?kt.0pyrydO�/a,eFW AmlmmrPee Al Rite Rand Rp l d4 UWrl osrea RIp0e9/mekslL P%M 11=4 Residential Appraisal Report Fie%0531171 FEATLFIE SLEECIF 00WAFiABLESALENa1 OCWAPAELESALE NI2 00IVPARAdES4EN13 1430 N.E.102nd Street 1532 N.E.104th Street 1096 N.E.97th Street 1099 N.E.97th Street Adckm Miami Shores FL. 33138 Miami Shores FL. 33138 Miami Shores FL. 33138 Miami Shores PMW*tD&Wd0.20 Miles North 0.40 Miles Southwest 0.40 Miles Southwest Sale Price $ 0 S 695,000 is 630,000 S 615,000 Salepaboamuv.At® $ 0.00 sq R $ 314.48 sit ft I $ 319.80 sat S 342.81 R Public ReoDrds/Realquest Public Records/Realquest Public RecordstRealQuest Wtica6m s MLS#At 0204921 DOM:165 MLS#A10159470 DOM:102 1 MLS#A10075957 DOM 142 VALLEADJUSTMBJFS DESWIPFICN UMMPfICN s 0®QVPfKTJ s DESCRPnCN -S SaleaFienarp Cnv.$382,250 Cnv.$567,000 Cnv.$417,900 Ctnoessiors. None None None WedSdaTsre 03/2017-Closed 03/2017-Closed 09/2016-Closed Locabon Interior Site Interior Site Interior Site Interior Site Lemdridf:6-9rroe Fee Simple Fee Simple Fee Sime Fee Simple See 11,200 SQ.Ft. 8,850 Sq.ft. +11 800 7 950 .ft. +16.300 8 47 .ft. +13,600 view Avg./Residential Av JResidential I A ,/Residential I Av ./Residential 1 Story Ranch 1 Story Ranch 1 Story Ranch 1 Story Ranch armycioxonintinn Avg1CBS Avg/CBS Avg/CBS Avg/CBS ActLd Age 1950 1970 No Ad' 1947 No Ad' 1950 011001 Average Gd/Remodeled -25.000 Av a Average AtmeGada Tdtl IRW Bea Tdel Bae Taal a" Tdd EBIa RranCaut 6 1 3 1 2 6 3 3 -10,000 6 13 1 2 5 3 2 OM Aire 2.077 soft 2.210 sa ft -13,300 1,970 sa fL 1 +10,700 1,794 R +28,300 Ferret&FwkW None None None None FlumsBelowGlade Fimiond LMY Average Average Average Average Central Central Central I Central Ermw efidei tars None Noted None Noted Fireplace -5,000 None Noted Gragacalport 2 Car Garage 2 Car Garage 1 Gar-Enclosed +10,000 1 Car e-Rr +5,000 PadwFUlloDadc Rr.Cov.Scr.PaW Rear Cov.Patio Rear Deck Rr.Cov.Patio Kitchen Standard Remodeled -30.000 Remodeled -35,000 Standard Nat + Is 66 500 + $ 3 000 + 46 900 A4(sW Sale Rice Net Adj. -9.6% Nt A4 -0.5% Wft 7.6% d am 13.0% 628,500 Oo s 12.2% 627 000 Go s 7.6% 661.9Q0 d sales OxwneonAmmach All comparable sales properties have been verified and represent the most recent sales of properties most similar to the subject property.Adjustments for differences between the subject property and the comparable sales are contributoiry values as measured in the market.The subject and comparable sale properties are compatible with the neighborhood and or market area. COSTAPPROACNTOVALUE ft w e armats Site value was estimated from the market by a market abstraction method. The Cost Approach to value is not intended for insurance purposes. Esn&%TISJFI-RCDIx,'f1LTICR foxi-NEw CPINCNCFSMVALLE........................................=$ 350,000 Suoedcostntta Knowledge of local/current building costs. DmIling 2,07784RO$ 215.00............=$ 446,555 QaIllyranakmaostsmine Average Blecheddadcost dda Current 84ROs ............=$ OmnasmCod Avaech lam korg am akUlailorr,civeclapm er- The Cost Approach to value includes a land and estimated 03apso3put 563 R O$ 100.00............= 56,300 _ replacement cost to construct at current prices a dwelling with TctEiEstinAedQ:d-new ............=$ 502,855 similar utility equal to the dwelling being appraised,using modem tees 0 Firldlael Bond standards.Physical.functional and external inadequacies,as E220 457 =$( 220,4571 measured in the market are deducted accordingly.The"as is" Deixecialad LaddIrrprwanarts................................=$ 282,398 value of the site improvements represent their contributory value. 'As4S'Vdwd-%e ................................=$ 5,000 The estimated remaining economic life is 35 years. INXATEDVALLEBVCC6fAFPROACN...................... =$ 637,400 INCOME APPROACH TO VALUE Fstinamd Mxft M9Aad Flet$ N/A XQ=Fkyt N/A 0 krdcaledlkka Fours SmnsydkmreAFprmdh(eGiir m patfor— rertard" The Income Approach to value is n applicable in the appraisal offs residential single family home. MelhadsandtechM ed:LXI SoleaCmperhonApproach FXI COSIAPmech LJ Inc—ApWokch Other: CbmssindrrEll ardkdyvWwarp"oKffdu*gRmnfor eiukualaWO%hbwe: Mot emphasis was giventothe Sales Comparison Approach,the most reliable method in the appraisal of a residential single family home.The Cost Approach to value is a supportive indicator to value. Fem Affimamrrels Equal consideration was given to all comparable sales. •Based on the scopeofwork,assumptios,6mitktgconditionsandappratseescerdficffibn,my(our)opinion of the deflned value of the mal property OW Is thesutyectofttdsnepm asof 06/01/2017 ,which is the etrective date of this apprabal,Is: ❑X single point s 637 000 0 Range$ to$ ❑Gm terthan ❑Less than $ Ttsaiva"WisnedesT6jedbeonpletionpapasand�eriio'orsmUeba$datApdheticdmdbo.thditkTpmerBfth bomoarpdK ❑%WtotteUoWngt)eksoranaaWmonthebas'sdaNaieboM mMmeatterepolsaareabastetehemmnpded ❑ slljadromeralawrg nae®a,AplaeLL.•a9aDlerl/wwetlMeamn 7HebmRpyelOaII5A18Kle BaAabnOnpeiltNrd.feo•1 Po912d4 tfAT')Q-WRR efmaf�lFV 1 CJI—••:wo•.w IRA M.MESSINGER-REAL ESTATE APPRAISER-PA. SAI Residential Appraisal Report Rehm 0531171 Scope of Work,Assumptions and Limiting Conditions Scopeof work is defined in the Uniform Standards of Professional Appraisal Practicess•the type and extent of research and analyses in an assignment'M short,scope of work is simply what the appralserdkl and did not do during the course of the assignment it Includes,but In not Mid to:the extent to which the property is Identified and inspected,the type and exfentof data researched,the type and extent ofanalyses applied to arrive at opin ions or conclusions. Thescops of this appraisal and ensuing discussion in this reportarespecifle to the needs of the client,other Identified Intended users and to the Intended use olthe report This reportwas prepared for the sok and exclusive use of the clentand otter identified poinded users for the Identified Into ad use and Ins use byany other parties is prohibited.The appraiser is not responsible for un aut orUed use of the report Theappralser9 certification appearing In this appraisal report is subject to the following conditions and lo such other specific conditions as we setforth bythe appraiser In the report All extnaordinaryaasumrtions and hypothetical corditiom arestated in de reportand might haveaffeeted tie assignment results. 1.TteapameswresroreW=Ukyfonrihasdalegolrelsealfe* thepnoperty raI orMethaell,nordrsthea{>prais�rrendaatytpilonasblhelM$Wicit's ffiRrnedbbegfodardmalieMe.Thepntpalysapprasedasduo unclrraRoorstlleafnaship. 2 Arydethnftmportneystnwapo&ntednwumardskrfufadariyba9a4f 1eE1dainasefngRepcpely Ilettpalsafffinedarosi>veydthepcperly. 3 The aPR iisrut m4itedbgtete4<roryaappear incorthrni dlimU adegieaP hrdaenebCepcpeA'nq,85tlorcuiessamaperts6haebean peVbusty rrnade IteeOo. 4.fel fl u aP.rcraypat d ttemdai d this repat,mgt dhw rrBd i di3ed(aduftcaduslors esbQa pcpaty�du&Iheide ttyd7eaRase+.Pndesauel dsigndbrG o0 1lrmv hWich0eappra. sconnededt,sholbeLwdfr&Vpuposesbyw m bit CededaddherktmWtsasasd 3tTednVsreport,rurstripbemrte)Ndby arpebthepntr6ctttayn adcaLLskp,Pdc feldiors,ress,sales.or v0sf rreda,vitint thevrltm cosat d tieapeser. 5 The aryasaMnot dscloaetheoutet ditaTrasalreporttriesre" byappkradeb worm pedednttetMamRad3dsdRdumardAppraisalRathke. a tlmratiol estin ardapiiasfu isfedloft ri ardoatainedntereport wdie ,wered�IredfromsoaSmBdaedr le andlrebtt debueardmied. Fbsetia,roreepasbiiyku raoaydschfarsfisniMedtotheaPa. seeim adbytheayraisa. 7 TheapasaassurTMlidItereaenotWei Oruq>paatwdb dthapapertysbaot.Qshckrs,WtchyaOradalni3eorlem%du le The apaisaassumes n rK)raW EtRyfoslnccaxkc ,afaraoieskgorVsftWidenWberegifredbdsoo"schladas.ThsayrasalsnotanatNana'kleseesratdtlepoprlyad dnddrotbeooisolet assrh a neap snttem*Etkndreelpapalyadsndahorrenaedor.buldrgmrtrades,shdrr4ugkes asirilarlo C.ulcsdlsnJseroted Thaapalm d'grottoMctlleiteavetypedfielddaav�arsdlheldrdiYrndadtoseekarddsmiapcparyndia:t&The Vo*gdttepcpayardaynpoanaisstaprperosd deudcpi gancpkimdlhe,dfnedvdred the poprty,,gventtehtadad raed aisassgriat.9atarats regidrgaadimae h®ed m aAacedaeveliasay.The 4pasatitinsrospeard ragrdngsaesirduirp,but rot In hktrdetimseularait,bsernertrroskrepodene;`hooddestraftig(odher)iseats,Peg ite9dla4 radnga,lmdbmWpirt,nddaautauenUesm UiessdherrsekdiaWnednericalslsterswerenota**Wont,ted Thisappa. reportsinldnrtbensedlo I I ethemrffiiondttepcpalym1rdatesbthepaa3mrabeanedd*ct&IhedlentsirwWardaooragedberrploygrelfsd epetsbi�edarda aresdoornoem.lnegthemdtasaedsmnsectttecpFimdwWmeybealaoMd Unless otherwise noted.the appraiser assumes to components;that constitute the subject properly Improvement(s)are fundamentally sound and in working order. Arylieftiolthapcpeitybythe4palmvasktoneadlydaanedeaen 1liessdhaysenukAMlsadawdspecommwaerctwmssed The appasaddrctnms fur hm IbowusrkW adds lens lid mW fesM 0e YmAi gd the prg3ety. 9.AMasesksaMfgtgpoYffiralamctfiorsnd 1 iDampldimdnasoacfidim,faeisad0aalfonaehmedon eamugiUmtdschw, lnta4akeaknor aarsWl beomipaletfiypeft. 10L lire[ssthe iiaffid lsectft rasa)specificalyindud3s ssesd pcpalyirslrammsage.to dakintrbeueedlrarhprpsm FEprodfdimo Rephoanatm4figue;lsednthemetapmdnaefavaluetimpupowsmy.gtenthal rsedtheaeignio The Definitional YakeuEdiriftasigrrartsunlikely lobBcrosdatalhlhe&frttmdk, r WaketopcMtynsraceaorengaAm 11.The ACI General Purpose Appraisal Report(GPAR")Is not Intended for use In transaclionsget require a Fannie Mae 1004IFreddle Mae 70 tomo also known as the Uniform Residential Appraisal Report(URAR). Addhtioml Comments Related To Scope Of Work,Assumptions and Umrdng Conditions RaSmJUYV/O ebeR®Dleldwro,mmn 1tA nCwv%ftQM MM;aRt�Qa Mrr��dt�framMM1 P4P3d4 1X1c—r RrptnelmAalMR�I�4 gt?�.n�� tr. Residential Appraisal Report AleN> 0531171 Appraiser's Certification The appraisers)certifies that,to are beat of the appraber's knowledge and ballet: I-Thastaternar6dfed—takiedi ft reutarehmadaried. 2 Therepnedaelyses,4*ia4admrksasaebNadaybytherepaWamnpiomardhrdtgomM sadastheappmber'spasuel,krpatial,adu6ased prdeWel a eliGM cp4ias,ad00101eas 3 Lite;sdti rmmstaad,seer{p-asalesropreseicrpioepecliketrteeAiisiepcio" disttest4edd0fispeporlandtasropasordktaetvmmespedbthepatles wwdyed 4.iteapionasa has robasvdh respect bthepcpaythat is theatled d ft reports tothepade;irmt ed Wthiftes igrral 5 ThBappra'sdsegparatinftisassUTrutvmrctomtrgrtlpandMlcpkgargmmrgpredEU,.inedmaft fi Thairasa5oarpuuabmfcrompletmVtisas;ignat'srdcciUUgtrgmf cladoprsforitw&gdapredAmr edveke0dsediminvakettafaarsthecased ltediet,ffearroutdthevekiac;iris;the atlakrraidastgrteledreap,ortheeoarrermdas lsegietsoetdaedlylothekieidedused itis ' . 7 Thegpasa'sae)emcpkias,admrhaasvaedayek daddtsrWtesbomP{graselRadice. S.UhlemolhaviserdAthe ' lesnedeapersaelkcpatimdthepnpaysetL5ltest(eddCisrrpat 9.Unless;noted bdWroaepatd3dsgdratn3elpcpefly . assistaoebtheapprasasigigf cerlketim 90icedreeiprepalygpaisalass5'arcapaid3dty. Additional Certifications: Definitionofvatue: ®Marketvalue ❑ottwVslue: Sated Ddrilm 20162017 USPAP A type of value,stated as an opinion,that presumes the transfer of a property(i.e.,a right of ownership or a bundle of such rights), as a certain date,under speciliic conditions set forth in the definition of the term identified by the appraiser as applicable in an appraisal. Comment:Forming an opinion of market value is the purpose of many real property appraisal assignments,particularly when the client's intended use indudes more than on intended user.The conditions included in the market value definitions establish market perspectives for development of the opinion.These condition may very from definition to definition but generally fall into three categories: 1.the relationship,knowledge,and motivation of the parties(i.e.,seller and buyer); 2,the terms of sale(e.g.,cash,cash equivalent,or other terms;and 3 the conditions of sale(e.g.,exposure in a competitive market for a reasonable time prior to sale). A034WCFTFEPROPI YAPPRAKffi 1430 N.E.102nd Street Miami Shores,FL 33138 EFFEC 1VEWEOFT1-EAPPRAISPL 06/01/2017 APRi41SEDVX.ECFTFESEH,TPR33ERN S 637,000 APPRAISER /� SUPERVISORY APPRAISER 391011- /l� l 9ggire htrre: Ira M.Ie isinaer Nene ompayrt3me: Ira M.Messinger-Real EffiteAppraiser-PA. Ompaylsbrm OrrpayAdless: 2110 N.E.207th Street arnperypdirew Miami,FL. 33179 Telsploretirber: 305-935-3727 TelephoreNnba: ErreiAd'Y®s: ImmAppraiseraAOL.Com ErralAddress: sateCert7irfiont Cert.Res.RD#527 9ate0ahTicalimt a Ucerset - or Lice se# or Ote(dasote): sate t. Sale: safe FL EpkatimDated Ca fica11m0Uoerse: Eokatim0atedCalifi®tlmalioeiax 11/30/2018 Da1ed3ggue Wted9gdireardRaloat 06/02/2017 DaledRaperlyVlaft Dated RcpertyMawU 06/01/2017 DBgw d properly vieakg Degeedprapaty4easg 0kteivand0dedar ❑BkricrOly ❑Did rut pesorelyview ®ktaiaad Esaior ❑Eeata only, ❑im nal per. yview nm.mira�a.+eea soa.em�.aimmn � ma..ocrVcoaa�e�n..r+rM.i�mm.wnr{yw�rrry a 4d4 W*MG9a9H¢® ffkW AW14a �J� +cw®.aa•�rn� IRA M.MESSINGER-REAL ESTATE APPRAISER-P.A. [Y = 14 ADDENDUM CEent Ride Michaud File No.: 0531171 ProoerW Address: 1430 N.E.102nd Sheet Case No City:Miami Stmres State: FL Zip: 33138 EXTENT OF APPRAISAL PROCESS This appraisal is based on the information gathered by the appraiser from public records,other identified sources,inspection of the subject property and neighborhood,and selection of comparable sales within the subject market area.The sources and data are considered reliable.When conflicting information was provided,the sources deemed most reliable has been used.Data believed to be unreliable was not included in the report nor used as a basis for the value conclusion. FUNCTION OF APPRAISAL The function of this appraisal is for resale purposes. TAXATION AND ASSESSMENTS The appraised property is assessed by the County Property appraiser.The following data is recorded in the Public Records: OWNER OF RECORD:Lucille Clum LAND ASSESSMENT: $369,558 TAX YEAR:2016 IMPROVEMENT ASSESSMENT:$176,441 TAXES:$5,645.95 TOTAL ASSESSMENT: $545,999 EXEMPTIONS:Homestead/Widow CONTRACT OF SALE AND LISTING DATA The subject property is not under contract for sale.The subject property is listed for sale. Listing Price: $775,000 Listing Agent:Keller Williams Realty Boca Raton NEIGHBORHOOD The subject's neighborhood is an area of the city of Miami Shore situated just north of N.E.91st Street, south of N.E.105th Street and is bordered by Biscayne Bay to the east and Biscayne Blvd.(Route 1)to the west. Comments:This neighborhood consists predominately of detached 1-2 story single family homes, typically of CBS construction that range from average to good quality of construction and condition. There were no adverse neighborhood influences observed. SITE The subject property is serviced by a septic system.This is common for the subject's neighborhood as a sanitary sewer system is not available to homes in this area.The subject property site,utilities,street access and improvements are common and customary for this neighborhood. IMPROVEMENTS The interior and exterior of the subject improvements have been physically inspected and the gross living area measured by the appraiser.The appraisers observations,such as changes to the original structure,upgrades or physical,functional and external inadequacies if any,are as follows: The subject property is dated with an older kitchen,bathrooms,flooring and windows.A new buyer would most likely update the home to meet today's current design standards.At the time of inspection the subject property was in average condition with no items of immediate repairs noted. COST APPROACH The Cost Approach includes a land value analysis and estimated replacement cost to construct,at current prices,a building with utility equivalent to the building being appraised,using modem standards.Physical,functional and external inadequacies,as measured in the market,are deducted accordingly.The"as is"value of the site improvements(driveway,landscaping,etc.)represent their market contributory value as measured by a paired sales analysis.The Cost Approach is considered a supportive indicator of value. INCOME APPROACH Residential properties are not typically purchased as an income producing property,therefore,the Income Approach is not applicable to this appraisal. AddaArm Page 1 d 3 ADDENDUM . Client Rich Michaud File No•0531171 Property Address: 1430 N.E.102nd Street Case No City:Miami Shores State: FL Zip: 33138 SALES COMPARISON The comparable sales utilized in this appraisal report represent the most current sales of properties located within the subject's market area that are most similar to the subject property,including:3 bedrooms and gross living area. Comparable sale properties were observed from the exterior only unless otherwise stated.Land size, gross living area,room count,amenities and financing were taken from public records and or other reliable sources available to the appraiser as stated and are assumed to be correct.When necessary, comparable sales are adjusted to the subject property for differences as observed by the appraiser. Adjustments as measured and supported in the market of contributory values. The following indicated adjustments,if any,require further explanation and statement why the comparable sales were used:All comparable properties were arms length sales and none were an REO or short sale. The comparables were adjusted for the added value of the subject's larger site size.All properties are a 3 bedroom home with the comparable sales were adjusted for their difference of gross living area and total number of bathrooms.Comparable#1 was adjusted for the added value of it's superior remodeled interior features,including:bathrooms,flooring nd kitchen.Comparable#2 was adjusted for the added value of it's remodeled kitchen.Other items adjusted in this analysis were:extra feature of a fireplace and covered parking. There were no other adjustments required to the comparable sales.When estimating the subject's market value equal consideration was given to all sales.The Sales Comparison Approach to Value is considered a good indicator to value. PREDOMINATE PRICE The subject's estimated market value is within the parameters of the predominate price of homes that recently sold within the subject's neighborhood. PROXIMITY The comparable sale properties should be located within the same or nearby competing neighborhood(within one mile)of the subject property to reflect similar positive and or negative locational characteristics.The comparable sales are located within the desired one mile proximity from the subject property. DATE OF SALE Comparable sales#1 and#2 date of sale are within the desired six month time period.Comparable sale #3 date of sale is three months older than the desired six month time period,however is within the acceptable twelve month time period.No time adjustment was warranted. BRACKETING The subject's gross living area is bracketed by the gross living area of the comparable sales.The subject's estimated value is bracketed by the unadjusted sales price of the comparable sales. GROSS,NET and LINE ADJUSTMENTS The comparables required high adjustments due to the combined condition,gross living area and kitchen adjustments. INTENDED USE/USER The intended user of this appraisal report is the client.An additional user is identified by the appraiser. This report contains sufficient information to enable the client to understand the report.Any other party receiving a copy of this report for any reason is not an intended user,nor does receiving a copy of this report result in an appraiser-client relationship.Use of this report by any other party(ies)is not intended by the appraiser. Continued-Next Page Pd&ndrrn Pape 2 d3 ADDENDUM Client Rich MKhaud File No.:0531171 Property Address: 1430 KE 102nd Sheet Case No Cdy:Miami Shores State: FL Zip: 33138 The intended use is to evaluate the property that is the subject of this appraisal for resale purposes. The appraiser certifies that I have not performed other services,as an appraiser or in any other capacity, regarding the subject property that is the subject of the work under review within the three year period immediately proceeding acceptance of this assignment. APPRAISER INDEPENDENCE The undersigned appraiser responsible for preparing the above referenced appraisal report does hereby certify the report was completed and the opinion of value developed is in accordance with USPAP Standards,and at no time did any employee,director,officer,or agent of the lender,or any third party acting as joint venture partner,independent contractor,appraisal company,appraisal management company,or partner on behalf of the;lender,influence or attempt to influence the development, reporting,result,or review of the report. The appraiser further certifies that at no time were they provided with or informed of any estimate regarding the subject property's value including but not limited to a borrower estimate of value, proposed loan amount,or loan to value ratio(LTV),except in the case of purchase transaction where according to USPAP Standard Rule 1-5(a)where the appraiser is required to analyze all agreements of sale,option,and listings of the subject property as of the effective date of the appraisal. PAGE 3of3 Ad*dm Page 3 d3 SUBJECT PROPERTY MLS LISTING HISTORY aiert Rich Michaud FileW.: 0531171 PmpettyAOY�ew.1430 N.E.102nd Sheet Case Kb.: Miami Shores State:FL Z :33138 Property History Vil ML# Status Price Date Agent Broker DOM R10335927 A $775,000 05/19/17 RML60608713 RMLS01617 05/31/17 '(c) 2017 10:01 AM SUBJECT PROPERTY MIAMI-DADE COUNTY PROPERTY APPRAISER-Printout Qiertt Rich Michaud RleNO.: 0531171 PIODertV Add eSS:1430 N.E.102nd Street Case No.: I CRY.Miami Shores State:FL 01Y.33138 P1operty Scarch Application-Miami Dade County- Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:5412017 s err* Prop"Information Fond 11-3205-024-0230 �'� 1430 HE 102 ST Propany Address: Miami Shores,FL 33138-2822 Omwr LUCILLE CLUM 1430 HE 102 ST t Melling Address MIAMI,FL 33138.2622 PA Primary Zone 1400 SGL FAMILY-3001.3250 SO Primary Land Ilse 0101 RESIDEN I UAL•SV4GLE -r N FAMILY:1 UNIT Salo l Baths/Half 31211 4� #• Floors It LWmg Unit 1 _rr1 Actual Area 3,148Sq.Ft Living Area 2,054 Sq Ft d)wted Ansa 2,517Sq.Ft Taxable Value Inion Don Lot Size 11,020 S0.F1 20171 20161 2015 rwrBenl 1s56 county Assessment Information Exemplicn Valve $50.500 950,500 550.500 Year 20171 2016 2015 Taxable Value f200,824 $185655 8193.844 Land Value 5396,598 5309.558 5336.207 School board Building Valu $175,183 - $175,183 $178,643 Exemption Varve 925,500 525,50DI 325,500 Valor _51,241 (1,258 51,020 Taxable Value 5225,824 5220,655 $218,944 Masai Vakm 5573.022 $545.989 _,..5513.870 city Axes+m Value $251,324 $245,155 $244,444 Etempbon Value 550.500 550.800 560,600 - Taxatte Valoa1 3=,8241 S195,11551 $193, Beneft information — Reglomt 11--rd Type 2017 2016 2015 ExemPtion Value 350.500 f50,500 550,300 Save Ow Homes Assessment Taxable Valva 5200,824 $195,655 &193.9441 Cap Reductim . $321,688 5299.844 5269.426 Homestead Exemption 125,000 $25.000 525.000 Sales Information Second Previous 325. PreviaSale Prica OR Roak-Pege Qualification De3wpbon Homestead 00(1 f25.000 525.000 10/7111977 $87,500 09824,2289 Salsa M1ich are quardrwd Wrdols lExernption 5500 5500 5500 Now Not all bene ft. are appaeeble to as Taxable Values(Le.County, School Board,City,Rogional). Short Legal Deserlp8on MLW,?SHORES BAY PK ESTS AND PB 56-66 LOT 6 BLK 3 LOT SIZE IRREGULAR OR 9824-2269 The 015w d an Property AWaisw is wntki mMy wdlana w O updaenp tha tax rok Thisusbaaa nay not relecl dna m sl oerenl Noonnollon am mo rd.The Property Apprarwr and M Covn9asawnaaruetabW.wwaltdiedaimarand Uaor AYrwmotath8p.6'rvxw.misrridpdn97eftwdMoamerasp htip:t/www.miamidade.gov/propLMsemch/- 612/2017 iert Rich Michaud File NoL: 0531171 • ..� Address:143.N.E.102ndCase • Miami Shores StaW.FL LY.33138 Beall best 1 1 � •. .1,«.�.:. a ��ry-j �Y3A'U y r ++ .. •... _ _ �_ d(` 5"Ci'��: •''may � " "o;cn si - + in �Me1� �� ,•.5 Cuff,�-+e d''•-ct�-_ `4� yea dst - � blect,, i `Z; + Suir �P-2 ti '"`��S`�'` = •ten T � - j j FLOORPLAN SKETCH ales Rich Michaud RleND.: 0531171 PmmW Address.1430 N.E.102nd Street Cage Na: City Miami Shores Slate:FL Z111 33138 Master C—ered/S—necl Bedr-m Patio Walk Master In Cl Bath Walk Room In a Family Dining IlMroom #2 Room Room Kltthm Bat G a Room Ar ss Wy #2 I G L1Nny Room O Foyer Bed7m D #3 r.s aozet COI• i � Eaay l N.E.102nd Street sra4Mr•u.s.� Comments: AREA CALCULATIONS SUMMARY LIVING AREA BREAKDOWN Code Dosix Doo Net Sia Nat Totals Breakdown SubbtaIs alai First Floor 2077.0 2077.0 First Floor GRR Garage 563.0 563.0 13.0 t 3.0 39.0 P/P Rear Covered Patio 456.0 456.0 ' 62.0 It 17.0 1054.0 5.0 z 40.5 202.5 19.0 s 17.0 323.0 1 7.0 It 20.0 140.0 7.0 z 45.5 318.5 I1 i t ,Net LIVABLE Area _ _ _(rounded)_ 20771 46 ttems ^v (rounded) 2077 PIAT MAP QiEft Rich Michaud File Na: 0531171 Property AdCl2SS:1430 N.E.102nd Street Case NO.: Miami Shores Slue:FL ZJX 33136 'W9V ° �r ♦:7 ff nuc._.. 0270 , �� 0070 0040 0090 }0700 0I10 0120 0.2Z,� 0230 ��r 0250 c 2W, � 0280 0290 0300 a�w � �, N�,y ''1°'� :7 �._::-M._,a.aM1✓.rv- . y.. ._ a.l•.n� /'6'Y .w/ 0180 Ot90 OTO 0110 11 0130 01 t,n0 0710. 0120 0 0100 Om A - oa a f ' J 1 oom t COso fo r a p� 0030 DO40 wl- I V jl z f n..p; Z 10090 mfr 0510 0150 r$ -';.�—'—.'ti4ffidta*��.- � •^_cl.t •� 1 6 1�7 D190 0180 ,a..0170. 0160 m 1300 0200 0190 K i — f0. a _ —A, 01fiD D77G 0140 0190 02DO 0250 n a,, axo p rs` Dt 0 3" z o1Do �,." ± °1101.`°, 0280 P, t �� & ib010 D 40 °Lh' OVA _ OMO raAc) p0090 pOC80 1 +y3 . 't'.ty aaa OD30 ST.�.___c.—_.�.st^:P. ..."`..^...�31i..;.�.FAF—• 1 0020 'n{'•. i _ 0050 a:•�.., r:,� t l A r 0010 0020 t 53Aai it • �0 Coto 104A m�u`' °::i., 0 0070' CDOI n°) t:. 1 04W LOCATION MAP aier-t Rich Michaud RI2 ND: 0531171 Properly Adckem-1430 N.E.102nd Street Case ND.: Miami Shores RAE FL Apr.33138 ��- �o _ T i LL.4GE JI I la JI 11S ST 145 �j . 114 T 114,. TeR +� � �1 4 3T Q TER 1 4 i T �I 113 S' $T J ST IST 112 ST 11?_ ST ch ¢ I "p � � " T 1 31. NE 1 NE 111 NE 32.110^ s TER r° Z NE c 110 ST 4 p 3f m 91 -NE —109= --ST—Q B� :ST °_ 1sT ~ X08 ' .BISCA YNE j�;toss MIAAff SFIO"RES STT ti I 5 ST GOLF ` 705 _m ` � DADE ` `Cti" ' 149 & - VALID4 5T-1 MIAMI SHORES V7 COUNTRY Q'CLVB LL l03 CoRW 1 } i ¢- (PRI VATEy~ 10STQ �J .,s 1 L.. ---'i,1y 100 ST , W ST w1 'ST Y MIA I. ---t' STmum 96 Comb 2 s M \/ I �C 2 J 95 a 3 g3 I'10 E5ST r% _ 7 I ° P a o� a� s4 ST.W 93 < m ST X= a B y 92 v o Aen Y 1 6 92 a ST> 5 �.� / A 4 91 1 TER 2 !J �../ ADF. -Co- 90 ST LAKE waaD BTER 89 1— T ( . < 89 m E v e y LAKF. BMW W Q I� T AflTIJIE>'1 -� @8 i ..•C� I 87 —� ST - � � DADS 86 ST 8z �-,� C��IBtt 85 ST N r VILLAGF, L1br1Tt 63 LA ST HARBQR 83 TER w ISLAND j -5T ^ 82ND 1 I TER 83 .Q/� � s 82 TER I OR -34 r" 1- 1 80TH l 3 ST ; j vILLa o PELICAN (Jw CAIlSE AY sn I` I 77 TERj----_.�. a¢ ac O¢ 8. "' >> > 7 Ti r ST 8 ry BAYSHORE Dft ` - _¢. N w OC 1 I F.z w ¢F w w 75 Iv ¢ ST S� qp 1 j w z j ¢ ZLU ¢ 74TH I¢ gr F11 NDRTH z i v O F z] z< _ 90� SGgN I BAY a BAY w c� C ¢F! ISLAQ-Q_ 72 D m 2 ST 5, 72ND bG TER ¢�p�p�Ci p ND m fER C—m- 77ST 1 ST y / IGE I HiBBLtg 11 69TH ST ntsaDx , i ST PALAi-!; SUBJECT PROPERTY PHOTO ADDENDUM Qierx: Rich Michaud File W..: 0531171 Property Address:1430 N.E.102nd Street Case ND.: Miami Shores State:FL Zip:33138 \\moi FRONTVIEWOF \- SUBJECT PROPERTY Apxaised Date:June 1,2017 Appraised Value:$637,000 REAR VIEW OF SUBJECT PROPERTY I t STREETSCENE w ADDITIONAL PHOTOS C1ierY: Rich Michaud Re No.: 0531171 Property AdCVe%:1430 N.E.102nd Street Case ND.: Cfty Miami Shores State:FL ZjY.33138 1430 r SUBJECT PROPERTY HOUSE NUMBER-ABOVE GARAGE INTERIOR-FAMILY ROOM ------------------ i ry INTERIOR-LIVING ROOM INTERIOR-DINING ROOM f I INTERIOR-KITCHEN INTERIOR-KITCHEN acenm�qn»n emza�nw.w,ommn aws ADDITIONAL PHOTOS Qieft: Rich Michaud File No.: 0531171 City Miami mShores 430 N.E.102nd Street State:FL Case NO MiSZ :33138 1 i' f i i INTERIOR-MASTER BEDROOM INTERIOR-MASTER BATHROOM 4 �w, KEPI I n. INTERIOR-BEDROOM#2 INTERIOR-BATHROOM#2 INTERIOR-BEDROOM#3 INTERIOR-GARAGE PmSmaiagPO eflrea®Z%®Dxrw.m,hmn PHIS COMPARABLE PROPERTY PHOTO ADDENDUM alert. Rich Michaud Fie No.: 0531171 Property Addess:1430 N.E.102nd Street Case NO Miami Shores State:FL 7 :33138 COMPARABLE SALE#1 1532 N.E.104th Street Miami Shores,FL. 33138 Sale Date:03/2017-Closed Sale Noe:$695,000 COMPARABLE SALE#2 1096 N.E.97th Street Miami Shores,FL. 33138 Sale Date:03/2017-Closed Sale Noe:$630,000 COMPARABLE SALE#3 1099 N.E.97th Street Miami Shores Sale Date:09/2016-Closed a! Sale PUCE:$615,000 y I APPRAISER'S LICENSE C]iert: Rich Michaud File Nb.: 0531171 Pr0(7Efty AdCYesS:1430 N.E.102nd Street Case Kb.: Miami Shores State:FL Zip:33138 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION FLORIDA REAL ESTATE APPRAISAL BD RD57• t} The CERTIFIED RESIDENTIAL APPRAISER Named below IS CERTIFIED j►r' Under the provisions of Chapter 475 FS. Expiration date: NOV 30.2018 MESSINGER,IRA M y 2110 NE 207 ST NORTH MIAMI BEACH FL 33179 ISSUED: 11,1=016 DISPLAY AS REQUIRED BY LAW SEO R L1611080003267 i I APPRAISAL INVOICE - - - - - - - 74.5" MAX. OA FRAME WIDTH 70.25" MAX-OA FRAME WIDTH 875" TYP. EN® Steel25' .75"TYP. 7A MULL 15.5" MAX. O.A. JELB36.625" MAX. D.A.OBAR' IYP, SIDELffE FRAME WIDTH CONTOURS STEEL DOOR,WOOD EDGE PANEL WIDTH 36" MAX' OA .875" 36" MAX OA 14" MAX. OA W/ASTR4GAL PANEL WIDTH TIP. PANEL WIDTH PANEL WIDTH 6',8"OPAQUE OUTSW/NG IMPACT DOOR UNITS WITH&WITHOUT NON-IMPACT SIDELITES > rue m GENERAL NOTES - - ® E]__ -Q _E0 - _ _ ® ® 1 INACTIVE ACTIVE 6" MAX. ? M 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING 80• 80" % / OA D.L.O. Z a Q L CODE AND HAS BEEN TESTED IN ACCORDANCE WITH HIGH VELOCITY HURRICANE MAX MAX. WIDTH W Y Cp ZONE HVHZ' REQUIREMENTS. OA OA. Q 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER PANEL PANEL 63.125" J LOADS TO THE STRUCTURE. HEIGHT HEIGHTMAX. LU � Qi = 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION H46A OA. -2.) r") ac a DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 81.25" 6 8125" 6ILA LLA D.L.O. DRESSING OR STUCCO. MAX p MAX G HEIGHT 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. OA ® O:A. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HVHZ" ZONES. SEE FRAME FRAME THE DESIGN PRESSURE CHART BELOW. HEIGHT HEIGHT 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS. ... 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED 'z FOR SIDELITES •..••; m 5 • 8. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE W SINGLE OUTSWING IMPACT;•• •.'2160oo Zn- CONFIGURATION. ••¢o A A B UNIT (0X0) W/ NON-141"t?" �,; ;• 0.625 0.75 0.625" " SIDELITES VIEWED FROM EXi'Ef�f()It epee!ti�� E- RESIDENTIAL INSULATED STEEL DOOR(Common to all Name conditions) DOUBLE OUTSWING IMPACT UNIT (XX) ••• 10••� • COMPONENT CONSTRUCTIONS: IEWED FROM EXTERIOR 107" MAX. OA FRAME WIDTH ••;••; ;'�•z o ••L+_, 37.75 MAX. O.A.O .875 .125' .75" MULL. 15.5' MAX. O.A. •• •• Face sheets: 24 o. 0.020 minimum thickness, Galvanized Steel A-525 FRAME WIDTH TYP, ..... a 9 ( � BAR TYP. SIDELffE FRAME WIDTH cn o o w W commercial quality - AKDQ per ASTM 620 with average minimum yield 36.625 MAX. OA 36' MAX. OA PANEL WIDTH . 36" MAX. OA 14' MAX. O A. •• strength Fy(ave.)=24,600 psi. 875" TYP. PANEL WIDTH PANEL WIDTH PANEL WIDTHSTRAGAL j • Core design: Expanded polystyrene with 1.0 to 1.25 Ibs./cf density, by 1> W/' •••• o•;a ;I •'• JELD-WEN, INC. D 0 0 0 Door Panel Construction: The active and inactive panels are constructed from o �'00 3 24GA. (0.020' min.) galvanized steel. The face sheet tops and bottoms are ® ® ® ® ® a- a 6" MAX a 'to a bent 90' over the top and bottom rails. The top LVL rail measures 1.67" INACTIVE ACTIVE > wide x 1.042" high. The steel bottom rail is roll formed 0.021'galvanized O.A D.L.O. y 5 3 H steel measuring 1.67' wide x 1.21' high. The sides of the face sheet are 80' 80" �� roll formed onto the LVL latch stile and Ponderosa Pine hinge stile which MAX. MAX. vv measure 1.67" x 1.07. The interior cavity is filled with polystyrene. The OA D.A. m m face sheets are glued to the polystyrene. PANEL PANEL 63.125" 0 0 Fixed Lite Const.: The sash is constructed from 24GA. (0.020" min.) galvanized HEIGHT HEIGHT MAX. LO N N :1 steel. The edges of the face sheet are bent 90' over the polystyrene coreg 6 OA W W W z and glued to it. The sidelite panels are routed to receive the ODL Lip Lite 81.25' 81.25' D.L.O. X E N Frames or the optional Trinity Light Frames. (See sheet 7 for glazing MAX. C D G HEIGHT W W W o o details.) The lite frames are sealed w/ QSD glazing compound on the OA O OA cn exterior. FRAME FRAME Frame Construction: The frames are constructed from Ponderosa Pine jambs HEIGHT HEIGHTcoo PIEmeasuring 1.25''wide x 4.5625' deep. The door"and sidelite head jambs � � � are mortised and butt joined to the side jambs and attached with (3) 16GAo 0 0 o zW z OOOfp W 2" x 7/16" crown wire staples. The units use a standard bump face Pemko Q threshold measuring 4.041" deep x 1.0" high. The threshold is attached to IU2 `:' 0 0 0 0 the frame with 3 16GA. 2' x 7J16' crown wire staples. ILL 11 DOUBLE OUTSWING IMPACT NNOS-- o . A UNIT�OXXO) W/ NON-IMPACT TABLE OF CONTENTS 0.625" 0.75 0.625' �� F O��I SIDEL/TES VIEWED FROM EXTERIOR w w o v m Q SHT DESCRIPTION SINGLE OUTSWING IMPACT UNIT (X) . 4, . DATE 9-11-01 R •. 'A TABLE: 1: _ _ : O SCALE N.T.S. 2 VERTICAL CROSS SECTIONS AND BILL OF MATERIALS _ Prepared By: DESIGN PRESSURE RA11NG-WHERE WATER 3 HORIZONTAL CROSS SECTIONS INnLmnON REGUIREMFlIf IS NEEDED M. BY: JWJ 4 HORIZONTAL CROSS SECTIONS AND NOTES CHK. BY: S. SAFFELL 5 ANCHORING LOCATIONS AND DETAILS SINGLE DOOR UNIT{X, OX, XO, 0X0) +66 psf -70 psf ?3 w' 6 ANCHORING LOCATIONS AND.DETAILS W/WO NON-IMPACT SIDEUiES O P : <U ow+wlHc No.: - DOUBLE DOOR UNIT(XX, OXX, XXO, 0)0(0) Digitally signed by Hermes F.Norero,P.E �i '� BUILDING DROPS, INC. S-21 7 GLAZING DETAILS .04 8 UNIT COMPONENTS W/WO NON-IMPACT SUM +57 psf -57 psf Reason:I am approving this document �i� ��se�+3��`�e Phone: 954-399-8478 D �ate:2015.02.1812:44. 49-05'00' 0. 29579 Fax: 954-744-4738 SHEE-r 1 of 8 — f — —0.75' MIN. — — — — CONCRETE/-- — — — — 0.75" MIN: —--T — — CONCRETE/ — -- — LTEM DESCRIPTION MAIFRIAL — — -- — — EDGE DIST. MASONRY 51 EDGE DIST. MASONRY 51 1 DOOR STEEL FACE SHEET 24G4. 0.020'MIN. STEEL 1.50" BY OTHERS 1.50' BY OTHER 2, FRAME HEAD FINGER JOINTED PONDEROSA PINE WOOD MIN. MIN. 3' FRAME HINGE JAMB FINGER JOINTED PONDEROSA PINE WOOD EMB. ~' =" "` 4 FRAME LATCH JAMB FINGER JOINTED PONDEROSA PINE WOOD 0,250 19 EMB. " . 19 5 4' x 4" BUTT HINGE ]2 a. BY HAGERSTEEL MAX. •: SHIM 20 20 6 9 X 1" PFH WOOD SCREW HINGE TO DOOR m 7 DOOR LATCH STILE LVL m pd 8- OUTSWING PEMKO BUMP FACE THRESHOLD -- ALUMINUM C1 L__ O 2 0.250" T / // 44 9 BRAD TRIM NAIL 16GA X 1" FOR MUWON CAP STEEL. Z Ft � A MAX. // 10 COMPRESSION WEATHERSTRIP FOAM W W 1 1 SHIM 32 11 DOOR TOP RAIL LVL SEE DETAIL 7 SEE DETAIL 7 12 DOOR BOTTOMRAIL STEEL ON SHEET 5 1 ON SHEET 5 13 DOOR HINGE STILE FINGER JOINTED PONDEROSA PINE WOOD M Q 31 14 110 x 1 314 PFH WOOD SCREW STEEL W t� _ EE NOTE 6 ON 7 a> >C a 17 SHE 4 29 SEE NOTE 3 ON 15 LOCK BLOCK FINGER JOINTED PONDEROSA PINE WOOD ]0 _ SHE 4 16 3116- ITW TAPCON ANCHOR W1 1 1/4- MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. cf DENSITY BY JELD-WEN FOAM 1.750" MIN 1.750" MIN. 18 INOT USED - PANEL THK PANEL THK. 36 19 2x WOOD SUB BUCK o WOOD 17 20 SHIM 0.25" MAX. THK. HIGH DENSITY PLASTIC OR GREATER - 21 KWIKSET 400 SERIES KNOB STEEL SEE NOTE 2 ON 23 22 KWIKSET TITAN 700 SERIES DEADBOLT NOT SHOWN STEEL •• 00 SHE 4 38 23 8 x 1 1 2" PLASCREW ODL LITE FRAME STEEL •"• ••" ""� ) 45 24 8 x 2' PFH WOOD SCREW STEEL •" " `' " ...•.• • •v"� ..f7�C " 25 8 x 2 1 2 PFH WOOD SCREW STEEL $N W 0.125 MIN. 47 26 10 z 1' PFH WOOD SCREW IMPERIAL ASTRAGAL TO DOOR STEEL a •�� *roe '-�- • GLASS THK. 27 110 x 2" PFH WOOD SCREW STEELGoe3 `Q Q N 28 MUWON CAP WOOD •• a a � INTERIOR EXTERIOR INTERIOR EXTERIOR 29 SILICONE CAULK CR LAWRENCE 33 C SILICONE •�$ �'z } -' " 81 „ •• •• . . 2O > its 30 GLAZING COMPOUND QSD BY ODL SILICONE :so:*: . 81.25" 80 .25" .25" MAX. 31 BRAD TRIM NAIL 16GA x 314* FOR 318' QUARTER. ROUND. STEEL a o o a 6a• MAX. MAX. SEE GLAZING OA O.A. 32 318' QUARTER ROUND SIDEL11E STOP WOOD O.A. OA DETAILS, SHEET v FRAME PANEL FRAME 7 PANEL 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MDF .. o a o HEIGHT HEIGHT 34 SCHLAGE KNOB SET F51 STEEL s� HEIGHT HEIGHT o 35 SCHLAGE DEADBOLT IB360 NOT SHOWN STEEL "o0 3 36 SIDELITE STEEL FACE SHEET 24GA 0:020' MIN. STEEL STEEL a io a . ., SEE NOTE 2 ON 37 37 1118" TEMPERED GLASS BY PPG - _ GLASS 5 '3 > 23 38 ODL LITE FRAME SG SPARTECH POLYCOM PP5530 C13 POLYPROP. �' > > '� SHE 439 PRESSURE TREATED MULLION BAR (314" x 4 9116 x 81 1/4 P.T. WOOD 40 ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL ALUMINUM " .. 38d � � 41 ASTRAGAL STRIKE PLATE BY IMPERIAL STEEL 42 YALE KNOB HERITAGE SERIES STEEL N N 1 36 43 YALE DEADBOLT HERITAGE SERIES NOT SHOWN STEEL 44 SIDEUITE FRAME HEAD, SILL AND JAMBS (FINGER JOINTED PONDEROSA PINE) WOOD 7 EE NOTE 6 ON 17 10 SHE 4 29 45 LITE FRAME BY TRINfTY FOR 112' I.G.U. POLYPROR 32 46 1 2' INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS �0 0 0R' _ EE NOTE 8 ON16 47 1 LITE FRAME BY TRINITY FOR I' GLASS POLYPROP. WWW EE NOTE_ 9 ON 1 3SHE 4 SEE 48 1' INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS � g I- 3 _ SHT. 4 6 00 0o z :" NOTE 3 49 LITE FRAME SCREW, 6 x 1 1 2' LONG PANHEAD BY TRINITY STEEL o 0 o Q zW W SEE DETAIL 7 50 GLAZING COMPOUND DOW 1199 SILICONE ¢ o 8 1'2 ON SHEET 5 ON SHT. 4 51 10 WOOD INSTALLATION SCREW W 1.50" MIN. EMBEDMENT STEEL ^o 0 0 0 44 \� 31 52 100OR LATCH STRIKE PLATE STEEL N o = N o o 625„ ��\� \��'\� 53 DOOR LATCH DEAD BOLT STRIKE PLATE �� / STEEL .. . „ •• ? . � �. DATE 9-11-01 1.25 ` 4' . 'r" • MIN. . 4 : .' ;• 7 • ' O Prepared By: SC&E N.T.S. 1.25" " CONCRETE EMB. „ CONCRETE/ _ * •. * _ DWG. BY., JWJ 2.50 MIN / 1.75 2.50 MIN. MASONRY MIN. MASONRY BY OTHERS = Q CHK. BY: S. SAFFELL EDGE DIST. MIN. EDGE DIST. T T EMB. BY OTHERS �p ��♦: DRAWING NO.: A VERTICAL CROSS SECTION tB VERTICAL CROSS SECTION '. aR�+.�, , �' .` BUILDING DROPS, INC. S-2104 WITH HIGH DAM THRESHOLD A7 SIDELITE SASH Sgp� �� q�i� s, Phone: 954-399-8478 F SM QA o. 29578 Fax. 954-744-4738 SHEET 2 of 8 SEE NOTE 4 SEE NOTE 7 ON SHE 4 25 19 20 4 52 7 1 15 21423 4 13 6 5 6 3 20 19 27 ON SHE 4 0 0 EXTERIOR EXTERIOR. Cc - - - - - — - - 1.750•-MIN. - V m0-va - Zccus' ch PANEL THK. °° O N ° WY � co Lu 2 CONCRETE/ MASONRY .•a BY OTHERS a 1 INTERIOR INTERIOR ° e • • ••W W •••••• 0.75" MI . \�. 51 10 1 17 17 1 10 51 �� 0.75"VIN.' '. W '• EDGE Ol T, °°. \\ SEE DETAIL 5 SEE DETAIL 5 // °.° EDGE bzr ..••.• . a . ON SHEET 5 ON SHEET 5 e �•• ,3 a a ;• Ze A d d " ...... ••O•z .. C� • � 0.250 MAX. C HORIZONTAL CROSS SECTION p .HORIZONTAL CROSS SECTION n a o LATCH JAMB TO BUCK HINGE JAMB TO BUCK 0.250 MAX. •• •• •• j S m W 1.50" MIN. SHIM SHIM 1.50" M1N. :•••'• o o w o CONCRETE/ EMBED. EMBED. •• �3 12 • MASONRY '..' : . $ * POO** BY OTHERS D v?� O SEE NOTE 1 26 40 0. 0- ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) ° a ON SHE 4 EXTERIOR 0.31" DIA x 9.0" LG. AT TOP & BOTTOM 5 3 17 15 1 7 40 52 7 1 15 21 42 34 U U INACTIVE EXTERIOR ACTIVE to N N SEE NOTE 2 6 o 1 SHE 4 � � W � oo� Xv INTERIOR- 10 C8 L 000c DETAIL 1 W W ASTRAGAL TO STILE ATTACHMENT N o 0 0 0 1.750" MIN NOTE. ITEM 24 NOT SHOWN THIS oW�N,PANEL THK VIEW'FOR ; �� •- ., DATE: 9-11-01 SEE DETAIL �:'• : O . SEE NOTE 4 24 1 ON THIS 10 1 17 _ 7 _ Prepared By scAIF: N.T.S. ON SHE 4 SHEET _ _ * : *- _ M. BY: JWJ 'fl T T CHK. BY: S. SAFFELL 4U (Z) .HORIZONTAL CROSS SECTION O DRAWING NO.: P • <v AT IMPERIAL ASTRAGAL '� �•.�" 04, , �� BUILDING DROPS, INC. S-2104 Phone: 954-399-8478 FBKC j Vt. 29578 Fax: 954-744-4738 SHEET 3` 07 8 71 - - -SEE NOTE 4 SEE NOTE 7 - - 3 24 44 28 9 4 52 7 1 15 214234 13 6 5 .6 3 28 9 44 14 ON SHE ON SHE 4 32 7EXTERIO 4 45 38 c SEE NOTE 3 1.750" MIN. ocft ON SHE 4 31 RIO PANEL THK. 36 17 m Cc 37 - FJC") � -+ N lb uj Cc) Mxlklk Juj a J � a ell INTERIOR / INTERIORE2 \\�. SEE GLAZING DETAILS, 36 / \_ 1 10 �� SEE NOT23 10 SEE NOTE 5 SHEET 7 ON SHE 4 25 \ ON SHT. 4 ••• SEE NOTE 6 // �� 25 SEE NOTE 5 1 17 17 1 / \�� 29 E NOTt 6 0• 0 ONSHT'4 ' .•�j '• ON SHE 4 29 / \ ON SHE 4 SEE DETAIL 5 0 0 0. • •C o .. 0 SEE DETAIL 5 b 0.750" ON SHEET 5 ON SHEET 5 0.750" SEE G1A7ATG 39 � UU •• ••• as • cn 39 i DETAILS, SW�EY ••�•� 0 '�X F HORIZONTAL CROSS SECTIONG HORIZONTAL CROSS SECTION ' • AT SIDELITE TO LATCH JAMB AT SIDELITE TO HINGE JAMB •••••• ;,� Z m 0000.. 0� � m 0 • • • tai W� (h �4•• ' • •• C, t>/ O • NOTES: CONCRETE/ SEE NOTE 3 0"0 0• O • 1. SPACING FOR ITEM 126 THE 110 x 1" PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY 51 19 20 4 31 ON SHT. 4 37 a •°° AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP: 1.0", 2.5; 4.0", 5.5", 13.0; a_18.0" & 26.0". BY OTHERS . to a- oa- 2. 2. SPACING FOR ITEM 123 THE 18 x 1 1/2" PLASCREW 1S AS FOLLOWS. 32 36 38 45 4 SEE GLAZING > Y x = ,1 TOP & BOTTOM. HORIZONTALLY. SIDELITE PANEL: 3.0" IN FROM EACH CORNER. DETAILS, SHEET 7 us ,� ON THE SIDES, VERTICALLY, FOR THE SIDELITE PANELS: 3.0; 13.0; 26.07, 3.9.0" 52.0" & 63.0" U, 3. SPACING FOR ITEM 131 THE 16GA x 314" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND ; o ITEM 19 THE 16GA. X 1" BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS • EXTERIOR o o W FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 318 QUARTER ROUND): 1.25 IN FROM EACH CORNER WITH e :. to N Ncn g (1) NAIL MID-SPAN. `' o ON THE SIDES VERTICALLY (FOR BOTH 318" QUARTER ROUND & MULLION CAP): 1.25" FROM EACH END & SIX MORE o o EQUALLY SPACED ON THE FIELD. a ° 9 6 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2" PFH WOOD SCREW. a•. 0.125" MIN. INTERIOR o 0 o z WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124, A 18 x 2" ° \ GLASS THK. PFH WOOD SCREW. ° �� 25asas W 5. SPACING FOR ITEM #25 THE 18 x 2 112" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, °a • w W SEE NOTE 2 IS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 23 ,r, N N N N 6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W ITEM 29 SILICONE CAULK ON THREE SIDES AND ° / ON SHT. 4 0 0 0 0 / # a . � H HORIZONTAL CROSS SECTION 318" QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 314" LONG. p I ELITE TO BUCK N o N o 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM #27, A #10 x 2" PFH SCREW. WHEN ATTACHING 0.75 ' MIN: a"e. �� 29 SEE NOTE 6 `%�ttfl��tP� •- Co � o 0 0 0 " EDGE DIST : . . . �• ON SHT. 4 `�� g F. � THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM J14, A 110 x 1 3'14 PFH WOOD SCREW. a 8. SPACING FOR ITEM 149 THE 16 ,x 1 112" PANHEAD SCREW (TRINITY- LITEFRAME) IS AS FOLLOWS: o; SEE DETAIL 5 .�� :'••• •. DATE: 9-11-01 SIDELITE UTEFRAME FROM THE TOP DOWN VERTICALLY: 3-257, 18.0625", 32.8125'; 47.5625" & 62.625". :° ON SHEET 5 �;' 7 Prepared-By: N.T.S. SIDELITE LITEFRAME TOP & BOTTOM. FROM THE LEFT. ONE (1) SCREW AT 4.4375Q d p MAX. Prepared DWG. BY. JWJ 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT ALENT PERFORMANCE CHARACTERISTICS CAN BE SHIM = CHK. BY-..S. SAFFELL USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 1.50" MIN. �O P :• w DRAWING NO.: 10. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTALLING INTO EMBED. '� �R�.� , �� BUILDING DROPS, INC. 5-2104 MULLIONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. - � � a Phone: 954-399-8478 FSK /fail 0. 29578 Fax: 954-744-4738 SHEEN 4 of 8 74.50," MAX. O.A. FRAME WIDTH 70.25" MAX. O.A. FRAME WIDTH SEE DETAIL 2 f ON THIS SHT. c SEE DETAIL 4 4.50" TYP. 9.00" TYP. c' ON THIS SHT. - " - - 16.00:" TYP. - - " - - - - - - - _.3:00" - 6.58" - . 6.00"TYP. - - V m o -- - 6.00 TYP. 12.503.00" 00" TYP.TYP. � SEE DETAIL 4 � � � N 00 TYP. CO ON THIS- SHT. W W u- CO 6 TYP. I I I=I I I 1-11 I I l • _ 6 TYP. - _ 7.375- -1 1 1 1 I I l I. 7.375" � � a • gL 51 1. W M � a 51 51 TYP. TYP. TYP. 31„ 5 - SEE NOTE 5 - - 3.1" ON SHEET 4 5 SPACES SPACES ® 13.85' �! ® 13.85" SEE DETAIL 6 SEE DETAIL 5 81.25" ON THIS SHE - - - 81.25" - ON THIS SHE - MAX MAX. O.A. VTYP. O.A. FRAME 5.50' ...... .'e $N I —FRAME 5.50"I I HEI HT — — •••••• •$ �u- :. HEI HT — — .... ... a a 0.-0 •••..• ••A.zo r. _ • • • J Z >- cr 31. .. .. .. S y31 00 m * m "• 36.625" 16 36.625 o 16 .. .� "' �:. 0 : ••• a� •••: TYP. II TYP. .. . j o€ 0 "Op 3 H I 1 1 x is Q a o_ 3.00" Typ-- 00" TYP. 00" TYP. 12.125" 3.00" WPJ 7.00" TYP. ~ 6.0 E 7.00" TYP. TYP TYP. .15MIN. 0 4 i C-SINK. LL N SEE DETAIL 3 ON THIS SHT. SINGLE DOOR WITH SIDELTTES ANCHOR LOCATIONS N - DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR VIEWED FROM INTERIOR 16 5125 1� cl 25 16 53 53 SEE NOTE 10 �\ 14 2 7 SEE NOTE ON SHEET 4 r 04 ^ N N N 7 SHEET 4 4 0 0 0 � \ \ DETAIL 7 No ^ No ^Q / \ 41 / o \ /� i i 1 `ES'F ��O��i�OUNTERSINK FOR INSTALLATION ANCHORS U-IW 4 m Q 5.50" 1 I 24 5.50" I I 24 25 :�` �':.••. •• �' DATE: 9-11-01 41 `, , • I SEE NOTE 7 ' _� Prepared By: SCALE: N.T.S. 1 \ 4 SHEET 4 _ * , : * = M. BY: JWJ CHK. BY: S. SAFFELL : 4 �- 52 V 52 % ••• P` ' �� it DRAWING NO.: T DETAIL 2 - ® HEAD JAMB DETAIL 3 - ® THRESHOLD DETAIL 4 DETAIL 5 DETAIL 6 '1�0 �R*�• ` BUILDING DROPS, INC. S-2104 9-8478 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB'& DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB � Phone: 954-39-4738 ��°tj �� ► o�. 2as�a Fax: 954-744-4738 sHEu 5 of 8 . 107.00" MAX. O.A. FRAME WIDTH o 37.75" MAX. O.A. rn m FRAME WIDTH m -� -SEE DETAIL 2 ON SHEET 5 Z oa 4.50" TYP. 16.41" TYP. SEE DETAIL 4 W Y uZ co pc 3.00" 00' TYP. 13.41" TYP. ON SHEET 5 " Q 00" TYP. 6.00" TYP. 6.00 p � 3.00' 00" 00 TYP. rn' W m 2 np SEE DETAIL 4 � M Y a 6 NP. 7.375' 6 TYP. 6 TYP. 7.375" ON SHEEP 5 �I �I � `• 51 51 51 _ TYP. TYP. TYP. — 6 55 NOTE 5 5 SPACES " • '•••z SPACES 31" SPACES 31 ••Q, o�' •••••• ® 13.85" 25 ON SHEET 4 ® 13.85 ® 11.54 _ _ so.* W �„• _ sea SEE DETAIL 5 _ •• '•• c �, ••o.•' 81.25" f ON SHEET 5 81.25" SEE DETAIL 6 •••••• **sea ON SHEET 5 3 Q Q •• 0000 .•. as oQ. MAX.- _ • a•� O A• w••• •• ; •• • FRAME5. �/ 25 FRAME " 1 0000•: 0•a�z �� HEI HT 5.50 HEI HT 5.50 .. .. .. S m = / � � _ _ 0000•• 0- 00 � V • • • s f� ud (p •• 31" 3TI 31" •o '*,moo•• • ate Q •••i 36.625" 6 36.625" a to a TYP. 16 �L �I TYP. � 5 � ►_-- �� U I I 1 _ W W 3.00" 3.00 00" TYP. 6.00 8.58" N o L 3.00' 7.00 TYP. ¢ 7.00" TYP. TYP. TYP. Ln g Z W W � 00� .- ■ f000 � L SEE .DETAIL 3 s s s z z ON SHEET 5 SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS w VIEWED FROM INTERIOR ^ N la-. N N N 0 0 0 DOUBLE DOOR WITH DOOR WITH SIDELITESANCHOR LOCATIONS ANCHOR LOCATIONS VIEWED FROM INTERIOR N o N o a . .fj �i� DAM 9-11-01 ' O Prepared By: SCALEN.T.S. 7 T T c CHK. BY: S. SAFFELL i •' - DRAWING NO.: 1(k O P . tv 0i •• ,r,,i, � BUILDING DROPS, INC. S-2104 Phone: 954-399-8478' - - CH % E FWE j � " �z9578 Fax: 954-744-4738 SHEu 6 of 8 17 50 30 37 • o 50 EXTERIOR . ca Cc 0.125" MIN. Z cc u5' M TEMP. GLASS W Y� Co HICKNESS uj It 0.50" ` INTERIOR GLASS BITE 17 29 50 29 46 50 38 23 SEE NOTE 2 ON SHT. 4 12 EXTERIOR 0.500" MIN. •••emu **be:* GLAZING DETAIL 1 GLASS THK. " o 0.125" TEMP. ac W �'��'�� 0.250 AIR' ...... .. m�ti ..w,.. ODL LITE FRAME SINGLE PANE GLASS SPACE •""' 3 Q 1/8" TEMPERED GLASS ." '•'� '•Q SPARTECFI '••• ••• oz •• •• POLYCOM PP5530 C13ts LLI :•� Z r • 38 ...... .cn o o L • 25" x .50 0.125" TEMP: •• `� ••'• INTERIOR 0.50 INTERCEPT GLASS •• o ••• GLASS STEEL SPACER o �: 3 BITE � - a 50 SEE NOTE 8 0_ a 17 29 29 48 50 45 49 ON SHT. 4 5 3 > > U � C1 V C01-1 W m W EXTERIOR 0.125" TEMP. GLAZING DETAIL 2 0 0 TRINITY LITE FRAME u') N N GLASS a 112 INSULATED TEMPERED GLASS o Z LUPOY EU-5007 1.000" MIN. 0.750 AIR SPACE GLASS THK. -_j -_j W W W .75" x .50" INTERC T L0.125." TEMP. ALL GLAZING CONFIGURATIONS O O O p W W INTERIOR " STEEL SPACER GLASS SHALL COMPLY WITH SAFETY ¢ " " GLASS GLAZING 'REQUIREMENTS OUTLINED ^ ^ o 0 0 0 IN FBC SECTION 2406. o •- N co " �`' BITEcv o N o oa 50 47 49 SEE NOTE 8 ` �S�F 0 �'i' c,, o v m Q ON SHT. 4 ., .p '. DATE: 9-11-01 GLAZING DETAIL 3` ;' 7 ' �_ Prepared-By: SCAM N.T.S. TRINITY LITE FRAME _ * : : * _ DWG. BY- JWJ 1" INSULATED TEMPERED GLASS = T T c CHK. BY: S. SAFFELL LUPOY EU-5007 i P .- S ♦ DRAWING NO.: l -P.-Etb �� BUILDING DROPS, INC. S-2104 Phone: 954-399-8478-=- --- -- FBK�r°j A 4Po. 29578 Fax: 954-744-4738` sH�r 7 of 8 1:670" � 1.670" 1.670" 1.670" � 4.5625" 2.188" 1:210" ///j/�// 1.000° 1.000" 1.042" 1.250" %��/� ll/ 0.750" A-L �_ // // /// o 01' �� 0.500" > v, -- = DOOR-BOTTOM RAIL - _ DOOR HINGE STILE _ _ _ _ _ _ _ - _ V-oD o 12 24GA (0.021' STEEL 13 FINGER JOINTED PONDEROSA ODOOR LATCH-STILE 11 DOOR O RAIL 2 3 WOOD JAMB ~ 0 � PINE WOOD LVL FINGER JOINTED ? a c'i 4 44 PONDEROSA PINEW W CO 0.513" 0.125' 3 � � W 1.645" 0.529" r _ .. " .......... 1:544" ;...... : ::. 1.544" 1.T2.621 0.380 0.500 ::................ 0.831 A I 0.530" 0.140 1.750. 1.750- 52" -�I ...' ...... 2.521 2.519 " W = • •. • • .'•6ag W '. 33 CORNER BLOCK FOR 10 COMPRESSION WEATHERSRTIP g-g*Ngl/12"Ll�.GTRINITY LITE FRAME 47 1" I.G. TRINITY L FRAME 38 8" S.G. ODL LITE o STEEL BOTTOM RAIL SCHLEGEL Q-LON QDS 650 POLYPROP. POLYPROP. POLYPROP. """ '§ v i'- - MDF x 3.0" LONG TRINITY PLASTIC LITE KIT MATERIAL TRINITY PLASTIC' LITE KIT MATERIAL ODL PLASTIC LITE KIT Mf ��lt „� �� •• 1.500" APPROVED UNDER NOA#07-0828.010828.01 APPROVED UNDER NOAL07-0828.010828.01 APPROVED UNDER NOA110��•01 •• z o •• • 1.250" 1.109" .. .. .boo cd S m t!' " 0.868 " •(n o o M _. 0.482 0.585" ® 0.375opo+W E w .,.. A 0.375" �� o a s ...: T --i 0.624 ® O QUARTER RUND .. oo" @4Ze" SIDELITE STOP " o 1.750 " 2.500" 1.736 0.675 ❑ " PINE 2.040 O O w a ASTRAGAL HAS TWO 0.3125"' O 2.137 1.012 a a Y = _ DIA. x 9" LONG BOLTS; O 1.375" O O 1 ON TOP, 1 ON BOTTOM ® 0 � v A O" A �---1 1.025" -I 1.381 0.097 -I 4.000" o T T W DOOR LATCH STRIKE PLATE DOOR LATCH DEAD - 0 0 ASTRAGAL�IMPERIAL ASTRAGAL STRIKEASTRAGAL PATE 52 MULLION CAP HAGER STEEL BUTT HINGE - o o W 40 6063-T6 ALUMINUM 41 (IMPERIAL 0.125" STEEL) STEEL 53 BOLT STRIKE PLATE 28 ( A ) 04" A A• 'n N N Z STEEL PINE 81.25 LONG x 4 x 0.097 THK. STEEL _ o W tz t 11.875" 1.710" � � ze cn to \ \ A 'O O�O % S E N�� 0.582" 1.000 W w W cc DIA. VARIES WITH t o 0 0 o z z O OO W W HARDWARE USED �j 4.041" ZA Z Q p // � �o 00 j UTS I G STANDARD BUMP FACE THRESHOLD N � -I-::>- 8 �� p4.000" {jWOOD o INSERT u- w o c, m � D /� / �� lV DAT: 9-11-01 �� ,' O � 7 • _ Prepared By: N.T.S. DWG. BY:. JWJ T T = CHK. BY: S. SAFFELL 411 • it DRAWING NO.: WOOD LOCK BLOCK �� R,+..Er , BUILDING DROPS, INC. S-2104 SFINGER JOINTED PONDEROSA PINE � � Phone: 954-399-8478 FBK QK o. zs51111 Fax: 954-744-4738 SHM 8 OF 8 s • 0000 cu 0000•• 0000 • • • • •• • •• 000000 • •• 0000•• " r • • • 0000•• •••••0. • • 0000 0000 • • • • •0000 0•00 •0•• •0.0• •00• •0.00• 6•0.00 0000 •• •• • • • 0000•• •0000• • • • • 0000•• •0000• • • • • •0 ol u U 53 1/8" 53-1/8- to o WINDOW WIDTH WINDOW WIDTH I a 47 3/8" 47 3/e' O ►- D.L.O. (FIX. LITE) Q.L.O. (FIX. LITE) 4 � a 6" MAX. 12" MAX, 6" MAX. 12" MAX. ¢ O � o 4 HEAD HEAD _ m HEAD HEAD j m! U CORNERS A ' CORNERS A s � U U LL o� D. 0 r II Ir II �y {� 11 If It II 11 II V it a0 Ai - SWEEP LATCHES 1L0 AT 12-1/2' D _ r> II ii II FROM ENDS �I II II 'n?• 00 r B N I IIS- -Coll I QWeI� } 1 1LiA Co _j I W +n Ci l i I I I I 1 00 to 6 Ij 11 jl 2 h 0 3 �I II II 3 J •••h e II II It B • J • fe ••• •••••• � � �o � li 11 • 3 L0 yj so 4FO M W M _j 11 �Iy II u0 0 1II ••• N Wto _jz •• •••••• } I • v • C II I F � 0� II C 11 • � � • • II z li II •• > a�l ••••• • � rn •• I 3�.�•• W 1104 •••••• • • FALSE MUNTINS NO ANCHORS AT SILL FALSE MUNTINS NO ANCHORS AT SILL . 10 ~' • (SURFACE APPLIED) (SURFACE APPLIED) • OPTIONAL 47 3/8' OPTIONAL 47 3/8" : • v► 3L.;� •••••• D.L.O. (VENT) D.L.O. (VENT) •• •7r •••••• SPRING LOADED LATCHES5 old- i•y • • 50 3/16" AT 7' FROM ENDS 50 3/16" 1 0 VENT WIDTH OPTIONAL TO VENT WIDTH w W rn '' SWEEP LATCHES ECO-GUARD SERIES-100 EQUAL LITES TMP UNEQUAL LITES (OR(EL TYPE) ALUMINUM SINGLE HUNG WINDOW � TYPICAL ELEVATIONS Z DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TESTED UNITS 4 i CHARTS SHOWN ON SHEETS 2. 0 yy o N W U APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE P S 5 COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER-DESIGN-PRESSURE FROM WINDOWS OR MULLION APPROVAL' - - WILL APPLY TO ENTIRE SYSTEM. N C4 h THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE > o 0 0 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY > a m U HURRICANE ZONE (WHIZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER o LOADS TO THE STRUCTURE. Engr: Jh�AO AHMAD PRODUCT REVISED $ I THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. i ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS I Clvlt, as complying with the Florlde ! iv EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FIAQQ PE ,�.t70592 Building Code r t!.(!i ° t e Acccptanco No "44 lc':', ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 1'i I-'114 Ex iratioa Dwe o o Y NOT PART OF THIS APPROVAL. t.- `'. ' Dy ��a�e�W-�06C t I o u A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ti•Fj -� � a'vliamt'Cotliral,` drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT W09-08 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL. MEET THE 1 ? `'• ' ` REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. }" sheet 1 of 6 EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS V � WIDTH WIDTH w DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF o GLASS TYPES _ GLASS TYPE GLASS TYPES a FLANGE DIMS. 'A', 'B' & 'C' FLANGE DIMS. 'A' 'B' & 'C' WIDTH_ HEIGHT EXT.(+) 1NT.(-) WIDTH HEIGHT EXr.(+) 1NT.(-) EXT.(+) IMT.(-) O -' 19-1/8' 75.0 90.0 19-1/8' 75.0 90.0 75.0 90.0 N tv iE 24" 75.0 90.0 j 24" 75.0 90.0 75.0 90.0 26-1/2' 75.0 90.0 26-1/2' 75.0 90.0 75.0 90.0 m 2 32" 26' 75.0 90.0 32' 50-5/8- 75.0 90.0 75.0 90.0 < 0 37" 3 75.0 90.0 ~ O u O 3T (4) 75.0 90.0 -75.0 90.0 w 40" 75.0 90.0 2 40" 75.0 90.0 75.0 90.0 0. = C 48" 75.0 90.0 48" 75.0 90.0 75.0 90.0 cn O►0 y1 53-1/8" 75.0 90.0 53-1/8" 75.0 90.0 75.0 90.0 0 0 0.Q 19-1/8" 75.0 90.0 19-1/8' 75.0 90.0 75.0 90.0 Z ro CD M Q � Ed. (� f N O 24' 75.0 90.0 �' 24' 75.0 90.0 _75.0 90.0 ry 3 d 28-1/2' 75.0 90.0 26-1/2" 75.0 90.0 75.0 90.0 O °r' {� { Z to 32" 38-3/8" 75.0 90.0 32" 63 75.0 90.0 75.0 90.0 z 37" (3) 75.0 90.0 37' (5) 75.0 90.0 75.0 90.0 Q W e1 40" 75.0 90.0 40' 75.0 90.0 75.0 _ 90.0 _ U 48' 75.0 90.0 EQUAL LITES 48' - - 75.0 90.0 a UNEQUAL LITES (ORIEL TYPE) zN 53-1/8" 75.0 90.0 53-1/8" - - 75.0 90.0 J rn 19-1/8' 75.0 90.0 19-1/8" 75.0 90.0 75.0 90.0 N J •• •�- 24" 75.0 90.0 r 24" 75.0 90.0 75.0 90.0 Y ••• V1 •• Do ••• :- 26-1/2" 75.0 90.0 m 26-1/2" 75.0 90.0 75.0 90.0j ••• r� ' • ••• • • • 32' �50-5/8" 75.0 90.0 < 32' 76" 75.0 90.0' 75.0 90.0 � �? a Z �•• .�� •• �••••� 37" (4) 75.0 �90.0 1 37' (6) - - 75.0 90.0 •• • v) �� ••••• 40" 75.0 90.0 40' - - 75.0 90.0 d } ••• • N • • 48" 75.0 90.0. O 48' = v 75.0 90.0 z ••• • I 3 �� .•..•• 53-1/8" 75.0 90.0 z 53-1/8" T5.0 90.0 { t') 19-1/8' 75.0 90.0 z ,•• • o_j � •. 24" 75.0 90.0 Q 26-1/2' 75.0 90.0 O �•• 3 •s in TO QUALIFY FOR SMALL MISSILE IMPACT RATING w 32" 63" 75.0 90.0 0 ED O p•Y z EXTERIOR PLY OF GLASS TYPE C MUST BE TEMPERED. 37" (5) 75.0 90.0 ww W rn m 40" 75.0 90.0 48" 75.0 90.0 Z 1/8" HEAT STREN'D. GLASS 53-1/8" 75.0 90.0 ca 5/16" AIR SPACE 19-1/8' 75.0 90.0 u) tj z w 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 1/8" HET STR£N'D. GLASS 00 24" 75.0 90.0 - Iz a 26-1f2' 75.0 90.0 w .090" INTERLAYER .090" INTERLAYER .090" INTERLAYER c 32" 76" 75.0 90.0 Q BUTACITE PVB BY 'DUPONT' BUTACITE PVB BY. 'DUPONT' BUTACITE PVB BY 'DUPONT' w o 5 a 37" (6) 75.0 90.0z 1/8" HEAT STREN'0. GLASS 3/16" HEAT STREN'D. GLASS ,1/8" HEAT STREN'D. GLASS y U 40" 75.0 90.0 z u 48" 75.0 90.0 6 z T 53-1/8' 75.0 90.0 +� SILICONE SILICONE r SILICONE y m DOW 899 Z m DOW 899 z m DOW 899 stn ern g in 16 ip 16 II II io 16 13 o 0 0 11 O1 I I °1 SETTING BLOCKS AT INSUL. LAM. GLASS i I� II NO11CH GLAZING BEAD LEG II II TO CLEAR BLOCKS _ Ert9r. JAVAD AHMAD PRODUC9'REVISED r o 8 F721 ( '}�] 21 86 21 FLA PE 1'70592 70592 as Bu{tdiug Code wit),Iho Florida p � � s. IIJ C.A.Nr; 538 AA�p�ce'NO 44� j r4 v of Y CARDINAL XL t` D ratio{n Data r p, NOTE: GLASS TYPE 'A' GLASS TYPE '18' EDGESPACER STEEL GLASS TYPE 'C' %� `` irr7 i y u / �.-�1.`J,1` By y •�'`'./ drawing no: r i A a Miami ude Produce Cagiryl}-i 9 GLASS CAPACITIES ON THIS SHEET ARE GLAZING OPTIONS � ; i i ;s� I x ; - r i BASED ON ASTM E1300-09 (3 SEC. GUSTS) WO9-O$ AND FLORIDA BUILDING COMMISSION :' DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 6 ANCHORS 0 1 BY I TYPICAL ELEV. FOR SPACING METAL TYPICAL ANCHORS 28Y`%OODBUCKw WOOD BUCK STRUCTURE SEE ELEV. FOR SPACINGOR 0a" • a v MIAMI=OAOE COUNTY APPROVED WOORE I 4 °' ° ' '"'a MULLION do MULLION ANCHORS o 5 a h `Q 4 a • Ica I a•• SEE SEPARATE NOA I O J V 0 1 � � 0 _ = Q �, a � cn � N � `A TYPICAL ANCHORS TYPICAL ANCHORS 0 SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING ()It y o It� ,l D $ .:IZMg ., Wel"L 0 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. = a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ; J o AND TRANSFER THEM TO THE BUILDING STRUCTURE. `� -i o ...1100 ...... 9 00 31k i ••OPTIONAL TO ... .� ' 0_4 '• 12 BOTTOM LATCH TYPICAL ANCHORS: SEE ELEV. FOR SPACING W ••8Go* " 314" DIA. TAPCON BY 'ITW' (Fu=120 KSI, Fy=92 KSI) •• •� •• a O 14 41 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •�� V) ya rn 5 1-1/2" MIN. PENETRATION INTO WOOD x 3 �� N •• • 3 W 4 14 THRU 1 BY BUCKS INTO CONC. OR MASONRY JE o o". 1 •' i X I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY v", Z W •••• • 3 W I 18 ' 21 DIRECTLY INTO CONC. OR MASONRY '•. 3 7. ...... 1-1/2" MIN. EMBED INTO CONC. OR MASONRY C-5 Q o.Y I v W at� � 114" DIA, TEKS OR, SELF DRILLING SCREWS (GRADE 5 CRS) w INTO METAL STRUCTURES t t- $ ; STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) o ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Q z X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o iEF Cal: 11 L INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") c a (NO SHIM SPACE) ° 6 I 11A _ _ TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. ryj N M < 15 1 18 2at � � � I INTO WOOD STRUCTURE = 1" MIN. a CO 2 1 INTO METAL STRUCTURE = 3/4" MIN. T 14A. 2 . V cam v CONCRETE Vc = 3000 PSI MIN. MASONRY fm = 2000 PSI' MIN. Engi: JAVAD AHMA4CIVIL PRODUCT REVISED 4 ° - t]n a FIA. PE /t 70592 a3 complying with t1m Y�GYfdfi o a v° •d• - ° . C.A N, 353$ Acceptanoe Building No c a a Expiration bale liq : L a 9 . t� v .Q e °. V) z t a 4 :$ SEALANT: ` �` ; `E.i•;.� °y ° ►;i 1i .N1t ,Pade Product Contra drawing no. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH I t't` JOINT SEALER. -' W09-08 sheet 3 of =6 ITEM If PART REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS w 1 FY101 1 FRAME HEAD 6063-T6 - o 2 FY115 1 FRAME SILL T 6063-T6 � o 3 �FY103 2 FRAME JAMB 6063-T6 4 FY104 1 FIXED MTG. RAIL 6063-T6 - 5 FY105 1 VENT TOP RAIL 6063-T6 - a CL - - 6 FY114 1 VENT BOTTOM RAIL 6063-T6 - g O U 7 FY107 2 VENT SIDE RAIL 6063-T6 - a 8 FY108 AS ROD. GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 8A FY109 AS ROD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 f- 88 FYI 10 AS ROD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - O W M MIAMI-DAD£ COUNTY '- CYR> APPROVED MULLION 9 FY116 2/VENT SASH STOP 6063-T5 - C a Q a SEE SEPARATE NOA TYPICAL ANCHORS -- C call SEE ELEV. FOR SPACING 11 FY113 2/VENT SPRING LOADED LATCH, AT 7" FROM ENDS 6063--T6 -- co G 11A - 1/ LATCH LATCH SPRING ST. STEEL - Q 3 12 T SL203P 2/VENT SWEEP LATCH, AT 12-1/2 FROM ENDS ZAMAK� SULLIVAN & ASSOC. i 17A #8 X 5/8' 2/ LATCH LATCH INST. SCREWS ST. STEEL FH SMS a 13 - 2/ LITE SETTING BLOCK EPDM - Li _ 14 j8 X 1' AS REQD. FRAME k VENT ASSEMBLY SCREWS CRS PH SMScli r. 14A #8 X 3/8" 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS U 15 E207 AS REQD. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAS v J • �1 1• to 00000 __ _ - _ _ _ 16 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB • • - - - -- - - - 18 W23181 AS REQD. FIN SEAL Y!'STRIPPING - ULTRAFAB •s .. an _---- - - - - 19 FY117 W 4/ VENT SASH GUIDE CELCON M&M PLASTICS •• w •on • • •••••• • 19A e6 X 3/8' 1/ GUIDE SASH GUIDE INST. SCREW CRS OH SMS TYPE 8 •� "� • • 20 F210 2/VENT SASH BALANCE - SUPERBOOST BY 8SI (n �oo WINDOW WIDTH o o WINDOW WIDTH — ("a• ••••• 20A 18 X 5/8' 1/ BALANCE BALANCE INST. SCREW - P FH SMS •• •1 3 rr -, •••••• 21 - AS REQD. GLASS SPACER SILICONE FRANK LOWE •• 19M O o M• � .' 22 - 1 5/16" BOX SCREEN OPTIONAL cn Z ,i-iS •••••• 23 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 3 TYPICAL ANCHORS Z r ••+••• SEE ELEV. FOR SPACING �j 0 h • • o U '-w w Wrnm � O1/4' MAX. 1/4' MAX. VENT WIDTH SHIMS 1/4" MAX. SHIM TYPICAL ANCHORS ig SEE ELEV. SHIAS FOR SPACING NfL C U 20 V o TYPICAL ANCHORS W c s SEE,ELEV. - "3 Q __ __ __ _ -=-- =- D ° FOR SPACINGNMI METALwo. Y W00B - - __ _ _ _ - STRUCTURE o SCREEN OPTIONAL-----OOD STRUCTU� 14 EXTERIOR o t 000 BUCKS 0 0 3 En9r JAVAD AHMAD PRODUCT REVISED 1 o a d CML as complying with The FIWISU �i N FLA PE ] 70592 Building Code c D.L. OPG. cl.A.N. 2538 Acceptance No Expiration Dato, 4e� A � t v a v a WINDOW WIDTH \` fy.2 �'i11 �� i oduc!•Conieo� drawing no. W09--08 sheet 4 of 6 U METAL w STRUCTURE o TYPICAL ANCHORS TYPICAL ANCHORS MIAMI—DADE COUNTY APPROVED rn SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING MULLION dt MULLION ANCHORS Z tp 3 SEE SEPARATE NOA O J -- U - - - IL O inIss $ � A � N � �' c' ALT. O�Q TYPICAL ANCHORS O SEE ELEV. FOR SPACING � ZV) U m .� J •..� J • • S ••w ••�••• • Cr 00 • Y • to 0• 4i W • F- •••••• ••• co • • a0 0th• • � s • • V) Z •,.d. . •••••• 1/4° MAX. D • • 3 3 • • SHIMS ALT. ••• Z ,^ •••••• 0 �C3 • • U �w a. w W 4 0cLn LA t�/1 TYPICAL ANCHORS W SEE ELEV. FOR SPACING °' U y U 7 U d z i O 0 +C .y189 ALT. " to in INSTALLATION DETAILS `PITH FLUSH FRAME ADAPTER •r9" JAVAo AHFAD PRODUCT REVISED N '`CML as compl�+ins with The Flaida N RA PE j 70592 building Code h /� S r, CAN. 35 5 Acce1 ante No .4 09 o Fr VIP. Expiration Do& IG a m u ;X4 � � d �oduct Contr9t i drawing no. t� 1 l - �' �1 W09 -08 3�' t sheet 5 of 6 2.750 Fes--,.281 �� V I W T W I U62 14 1 t rn 1.688 .750 .062 ( 14 �Q J 813 2.750 1.140 0o - , o Q FRAME HEADLI a 1.202 2.06, o 6 2.874 G a Q FRAME JAM8 I O a a .062 �{ 2.188 I N 1.375 I 519 .394 .130 I a i311p 1.001 , L6 z a Z 045 •803 050 .803 .045 .803 1.422 0 FIX. MEETING RAIL 6 �I 1.047 $A -d 1.047 se 1.oa7 - N 0 0 o g 1.340 GLAZING BEADS • `� J •�� •••••• [-1.434-1 • N • . • • 1.250 .062 2.063 _ •• N N •••v :••••: • 1.067 .062 1.140 14 •• } ••• p W 1,5 ••i••• • O � rn 1.140�I .621 • 3 tUM•N ••••�• 0 O •� • 5O VENT TOP RAIL 7 VENT SIDE RAIL / ;•• 3 •^ �••••s 2.Mr27 /./® � � O j8 - 0 47 w W rn ® c o v 2.773 < 1.254 1.445 ti zo 1.929 1.750 0i m c m _ o g L 41 W 0 1.140L.963- VENT CORNER p�j� ° 0 O VENT BOTTOM RAIL t 1 SPRING LOADED LATCH z 2.974 2 i m o o v .062 m 3.002 Eiig JAVAD AHMAD PRODUCT REVISED N o 1I4� ---2.6es� FRAME CORNERS DETAIL CML as complying with the Florida 3 i 1062 F1A PE CAN.;-,35385538 92 Building o 3 �J ; AcceptannoedeNo - -a o Expiration Dote ! $ s 500 �. .874 .769 Y 500 Miam et'Con ado Pyoduij r drawing no. 2 611 L 2.750 sr• v W09-08 Q FRAME SILL 23 FLUSH FRAME ADAPTER sheet 6 of 6 4 o i :u] qt Z j C 7C----- =��T----� – O O ++ -� f c fT--T----� 11� JI -7 I jr I I "HQll, 4.000 II II I _ 'II lII�TYPICAL 0 fs ZL I1 __7 w- _,�_1 -- I GLAZING PRODUCT eMh� Jt° _ J ___J �I II j r IlfVll & M I 1 r L 1.000 0 0 0L 'a_ - - TYPICAL � �3r WINDOW FRAME 1 JL_--r 1 II RjLij 1162 ul al 6.000 U Q W e! U 04 3.000 4.000 U Z .•.rr TUBULAR SHAPES • O0 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. - 2.000 ALLOY = 6063-T6 ; Q '• •• :• AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED ' -I' " "QQ` • IMPACT AND NON-IMPACT RESISTANT PRODUCTS. •• WLLI •••.:3 •••••• .•..•. RECTANGULAR ALUMINUM TUBE MULLIONS MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS •� cn •• ••••• HORIZONTAL .OR, VERTICAL •• •� 3 co M'N ""'• USING MULLION PROPERTIES ONLY O ::r ....•• NOTES SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SITES AND SPACING •• M. C3 c� I •: _ • •Z_ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • •+�+ •••••• REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • o •' ' ..••• HURRICANE ZONE (HVHZ). •• •_j O �•�•� • • ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS c ARE NOT PART OF THIS APPROVAL 0 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS: t 00 USE CHARTS AND GRAPHS AS FOLLOWS. v► STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS a MEETING ABOVE LOAD REQUIREMENTS. Engr: JAVAU AHMAO - STEP USE CONNECTION TO MULLION AS PER PRODUCT 4 CML j N APPROVAL. F CAN.t53t3 92 d USING CHARTS ON SHEEP 3 SELECT MULLION SIZE WITH Approwda,;c yML?q ►iterij STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 1101ikla 13uflklli C�= ;1 IN STEP 1 ABOVE. Uah; USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS NDA.'! ¢ i1il t•, '•. `�� Browing no. STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING A41 u,�I)rclkf h• ,r„i��n,� MORE THAN THE DESIGN LOADS SPECIFIED IN STEP T ABOVE. �'• M 14-01 sheet 1- of 9 3 1.000 125 .375 1.000 }�- 2.000�j� 125 2.000 125 2.000 .250 �� w I II o 1.000 �J 1.000 }� .125 0 I- z I I� 125 .375 Z o ul J • 125 .125 0 4.000 -.125 4.000 4.000 3.000 3.000 .125 Q; a 6.000 6.000 Ll I--L--j pOp M .375 .375 .125 .250 O a Q G 0 Ix = .9502 w\4 Ix = 2.0374 IN\4 Ix = 1.538 IN\4 Ix = 3.1878 m\4 Ix = 2.9762 m\4 �u F Sx = .6335 IN\3 Sx 1.0187 IN\3 Sx = 1.0254 IN\3 SX = 1.5939 IN\3 Sx = 1.4881 IN\3 1 X 31 X 4 1 X 3 1 X 4 2 X 4 Q � � STD. MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLION STD.- MULLION 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 (U o rn IX 8.2757 IN\4 IX = 15.2031 IN\a U) J Sx = 2.7586 m\3 Sx = 5.0677 IN\3 Z •J o • o0 • •J • • J ••�f► • 2 X 6 2 X 6 •• 'c W �•• ••••i• STD. MULLION HEAVY MULLION N 6063-T6 6063-T6 . .W }' Li-1Of .•�� : • D N F-OW ` •• RFs 3 tUM•� ••••• •N •• z �� •� • •. A 0 Q W m:2 �• .718 r-1.718--1 125 2125 125 2.125 125 TYP. TYP. /f;olmitird its c+on2lyirig%tiidi IIIc k' eirlf�131W�1n 2.000Duc,_. VDAIIm Ll :J P/ ui� 10 Pr c bnlm 5.500 5.500 Z+Y- 1QkAA Imo-2.000-moi o Nzn; NOTCH c OPTOPTIONAL 1/2' MIN. v _ Engr. JAVAD AHMADImCML IFIA. PE 11 70592CAN: 3538 r1/2" MIN. � 6 � a MIN. tAJLIJ aMAYdrawing no. ANGLE CLIP MULLION CLIP MULLION CLIP M14-01 6063-T6 6063-T6 6063-T6 - sheet 2 of 9 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) V WINDOW DIMS. I X 3 1 X 4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. 1 X 3 1 X 4 1 X 3 1 X 4 2 X' 4 2 X 6 2 X 6 WINDOW DIMS. 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 WIDTH (VI) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY MflDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD, STD. HEAVY 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 74.6 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" - - - 59.3 55.3 120.0 120.0 O 1. z 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 53.8 115.4 87.1 120.0 120.0 120.0 120.0 26-1/2" - - - 42.8 39.9 111.0 120.0 r p 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 47.5 101.9 76.9 120.0 120.0 120.0 120.0 ' 30' - - - 37.8 35.3 98.1 120.0 37' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37" 38.5 82.6 62.4 120.0 120.0 120.0 120.0 37" - - - 30.6 28.6 79.5 120.0 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 33.9 72.8 55.0 113.9 106.4 120.0 120.0 42" - - _ - 27.0 25.2 70.1 120.0 Y 48" 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 74-1/4" 29.7 63.7 48.1 99.7 93.1 120.0 120.0 48' 120" - - 23.6 22.0 61.3 112.6 C 54" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 Be 26.4 56.6 42.7 88.6 82.7 120.0 120.0 54" - - - 21.0 - 54.5 100.1 Q �} LL 60' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60' 23.8 51.0 38.5 79.7 74.4 120.0 120.0 60" - - - - - 49.0 90.1 V M 66' 112.5 120.0 120.0 120.0 120.0 120.0 120.0 66". 21.6 46.3 35.0 72.5 67.7 120.0 120.0 66" - - - - - 44.6 81.9 M O 72" v 103.2 120.0 120.0 .120.0 120.0 120.0 120.0 72' Y - 42.5 32.1 66.5 62.0 120.0 120.0 72" _ _ _ - - 40.9 75.1 0 L Q 19-1/8- 120.0 120.0 -120.0 120.0 120.0 120.0 120.0 -19-1/8' 51:5 110.4 ` 83.4 120.0 120.0 120.0 120.0 19 1/8'- 44.5 41'.6 115.6 120.0 -0 O 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 37.2 79.7 60.2 120.0 116.4 120.0 120.0 26-1/2" - - - 32.1 30.0 83.4 120.0 OR ii 30` 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 32.8 70.4 53.1 110.2 102.8 120.0 120.0 30" - - - 28.4 26.5 73.7 120.0 L6 z 1p 37" 120.0 120.0 120.0 120.0 1 120.0 120.0 120.0 37' 26.6 57.1 43.1 89.3 83.4 120.0 120.0 37" - - - 23.0 21.5 59.8 109.8 85 Q �y 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 23.4 50.3 38.0 78.7 73.5 120.0 120.0 42" - - - 20.3 - 52.6 96.7 ee11 48' 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' Be 20.5 44.0 33.2 68.8 64.3 120.0 120.0 48" 132' - - - - - 46.1 84.6 54" 114.8 120.0 120.0 120.0 120.0 120.0 120.0 54" - 39.1 29.5 61.2 57.1 120.0 120.0 Be - - - - - 40.9 75.2 U o 60" 103.3 120.0 120.0 120.0 120.0 120.0 120.0 60" - 35.2 26.6 55.1 51.4 112.6 120.0 60" - - - - - 36.8 67.7 1 ,°n' 66' 94.0 120.0 120.0 120.0 120.0 120.0 120.0 66' - 32.0 24.2 50.1 46.7 102.4 120.0 66" - - - - - 33.5 61:5 Z 1 72' 86.1 120.0 120.0 120.0 120.0 120.0 120.0 72" - 29.3 22.1 45.9 42.8 93.8 120.0 72" - - - - - 30.7 56.4 • 4 ••A •..• • 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 34.5 74.0 55.8 115.8 108.1 120.0 120.0 19-1/8' - - 34.3 32.0 89.0 120.0 • :E . 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 24.9 53.4 40.3 83.5 78.0 120.0 120.0 26-1/2" - - - 24.8 23.1 64.3 118.0• : H • • 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 22.0 47.2 35.6 73.8 68.9 120.0 120.0 30" - - - 21.9 20.4 ` 56.8 104.3 .W w 00" ••••; 37" 115.3 120.0 1 120.0 120.0 120.0 120.0 120.0 37' - 38.2 28.9 59.8 55.9 120.0 120.0 37" - - - - - 46.0 84.5 • P;00�� , ..:.. 42" 101.6 120.0 120.0 120.0 120.0 120.0 120.0 42' - 33.7 25.4 52.7 49.2 120.0 120.0 42" - - - - - 40.5 74.5 . .}�r '-. *0000 48" 50-5/8" 88.9 120.0 120.0 120.0 120.0 120.0 120.0 48' 96' 29.5 22.3 46.1 43.1 107.8 120.0 48' 144" - - - - - 35.5 65.2 C, Q.�•+p1 ••••0• 0 T 54" 79.0 120.0 120.0 120.0 120.0 120.0 120.0 54' - 26.2 - 41.0 38.3 95.8 120.0 54" - - - - - 31.5 57.9 •• 'Z Z � ' 00 3:� 00000 60" 71.1 114.5 115.2 120.0 120.0 120.0 120.0 60' - 23.6 - 36.9 34.4 86.2 120.0 60" - - - - - 28.4 52.1 • ' • 5 M� 66' 64.7 104.1 1 104.7 120.0 120.0 120.0 120.0 66' - 21.4 - 33.5 31.3 78.4 120.0 66" - - - - 25.8 47.4 .7 0 0 0 0 0•• 72' 59.3 95.4 96.0 120.0 120.0 120.0 120.0 72' - - - 30.7 28.7 71.8 120.0 72" - - - - - 23.7 43.4 QLLi • 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" - - - 81.3 75.9 120.0 120.0 W 26-1/2 88.1 120.0 120.0 120.0 120.0 120.0 120.0 1 26-1/2' - - - 58.7 54.8 120.0 120.0 ARCHES TO BE INSCRIBED 30' 77.8 120.0 120.0 120.0 120.0 120.0 120.0' 30' - - - 51.8 48.4 120.0 120.0 INSIDE RECTANGULAR SWIPE HORIZONTAL MULLION 37' 63.1 119.9 102.1 120.0 120.0 120.0 120.0 37" - - - _42.0 39.2 109.1 120.0 42' 55.6 105.6 90.0 120.0 120.0 120.0 120.0 42' - - 37.0 34.6 96.1 120.0 48" 63" 48.6 92.4 78.7 120.0 120.0 120.0 120.0 48' 108" - - - 32.4 30.2 84.1 120.0 VERTICAL PRODUCT 54" 43.2 82.2 70.0 120.0 120.0 120.0 120.0 54' - - - 28.8 26.9 74.7 120.0 MULLION p 60" 38.9 73.9 63.0 115.7 108.0 120.0 120.0 60' - - - 25.9 24.2 67.3 120.0 z 66" 35.4 67.2 57.3 1 105.1 98.2 120.0 120.0 66' - - - 23.6 22.0 61.2 112.3 GLAZING GLAZING J PRODUCT PRODUCT 72' 32.4 61.6 52.5 96.4 90.0 120.0 120.0 72" - - - 21.6 20.2 56.1 103.0 N 3 N GLAZING GLAZING PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). PRODUCT � v o a NOTE: W1 W2 MULLION SPAN L c MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. -(INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS Enyr: JAVAD AHMAO o CML j FLA. PE 1 70592 0 _ W1 + W2 + CJ,N. 3538' . Approved1Cn�i>��n><,'1YFC1$RC 2 a 8 � r Florida B ' ' v p U. u ur�tc d � • jf drowing no. Nil ME MULLIONS i' t Yr i1 G t`2 j M14-01 13 * � sheet ,3 of 9 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE o WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a 114b WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b I v 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 120.0 120.0 120.0 101.4 1.20.0 120.0 19-1/8" 97.9 120.0 _ 120.0 62.7 90.4 120.0 z j 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 114.2 120.0 120.0 73.2 105.4 120.0 26-1/2" 70.6 120.0 120.0 45.3 65.2 90.6 Q zo 30" 120.0 120.0 120.0 120.0 120.0 120.0 30" 100.8 120.0 120.0 64.6 93.1 120.0 30" 62.4 108.8 120.0 40.0 57.6 80.0 i 37" 120.0 120.0 120.0 101.4 120.0 120.0 37" 81.8 120.0 120.0 52.4 75.5 104.8 37" 50.6 88.2 120.0 32.4 46.7 64.9 G 42" 120.0 120.0 120.0 89.3 120.0 120.0 42" 72.0 120.0 120.0 46.2 66.5 92.4 42" 44.6 77.7 116.6 28.6 41.1 57.1 Q r 48" 38-3/8" 120.0 120.0 120.0 78.2 112.6 120.0 48" 74-1/4' 63.0 109.9 120.0 40.4 1 58.2 80.8 48" 120" 39.0 68.0 102.0 25.0 36.0 50.0 54" 108.4 120.0 120.0 69.5 100.1 120.0 54" 56.0 97.7 120.0 35.9 51.7 71.8 54" 34.7 60.4 90.7 22.2 32.0 44.4 ^ O 0 ,d IL 60' 97.6 120.0 120.0 62.5 90.1 120.0 60" 50.4 87.9 120.0 32.3 46.5 64.6 60" 31.2 54.4 81.6 20.0 28.8 40.0 ?V; � 72' 881.3 120.0 120.0 52.1 75.0 104.2 72" 42.0 73.3 109.9 26.9 38.8 53.9 72" 26.0 45.3 68.0 - 24.0 33.3 Q 0.Q 0 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 89.6 120.0 120.0 19-1/8" 89.0 120.0 120.0 57.0 82.1 114.1 q C 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 100.9 120.0 120.0 64.7 93.2 120.0 26-1/2" 64.2 112.0 120.0 41.2 59.3 82.3 Q 3d 30" 120.0 120.0 120.0 114.3 120.0 120.0 30" 89.1 120.0 120.0 57.1 82.3 114.3 30" 56.7 98.9 120.0 36.4 52.4 72.7 LL Z 37" 120.0 120.0 120.0 92.7 120.0 120.0 37" 72.3 120.0 120.0 46.3 66.7 92.7 37" 46.0 80.2 120.0 29.5 42.5 59.0 a Z 42" 120.0 120.0 120.0 81.6 117.6 120.0 42" 63.7 111.0 120.0 40.8 58.8 81.6 42" 40.5 70.6 106.0 26.0 37.4 51.9 W a 48" 42" 111.4 120.0 120.0 71.4 102.9 120.0 48" 84" 55.7 97.1 120.0 35.7 51.4 71.4 48" 132" 35.5 61.8 92.7 22.7 32.7 45.5 54" 99.0 120.0 120.0 63.5 91.4 120.0 54" 49.5 86.3 120.0 31.7 45.7 63.5 54" 31.5 54.9 82.4 20.2 29.1 40.4 N "60" 89.1 120.0 120.0 57.1 82.3 114.3 60' 44.6 77.7 116.6 28.6 41.1 57.1 60' 28.4 49.5 74.2 - 26.2 36.4 J to 66' 81.0 120.0 120.0 51.9 74.8 103.9 66' 40.5 70.6 106.0 26.0 37.4 51.9 66" 25.8 45.0 67.4 - 23.8 33.1 Z , •• ad 72' 74.3 120.0 120.0 47.6 68.6 95.2 72" 37.1 64.8 97.1 23.8 34.3 47.6 72" 23.6 41.2 61.8 - 21.8 30.3 • Vl •••da 0000:0 • 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120,0 120.0 120.0 78.4 112.9 120.0 19-1/8" 81.6 120.0 120.0 52.3 75.3 104.6 ••a • 26-1/2" 120.0 120.0 120.0 107.3 120.0 120.0 26-1/2" 88.3 120.0 120.0 56.6 81.5 113.2 26-1/2" 58.9 102.6 120.0 37.7 54.3 75.5 • 30" 120.0 120.0 120.0 94.8 120.0 120.0 30" 78.0 120.0 120.0 50.0 72.0 100.0 30" 52.0 90.7 120.0 33.3 48.0 66.7 •� w W •• i••••i 37" 119.9 120.0 120.0 76.9 110.7 120.0 37" 63.2 110.3 120.0 40.5 58.4 81.1 37" 42.2 73.5 110.3 27.0 38.9 54.1 • •� Vl �'�p••• ••••• 42" 105.7 120.0 120.0 67.7 97.5 120.0 42" 55.7, 97.1 120.0 35.7 51.4 71.4 42" 37.1 64.8 97.1 23.8 34.3 47.6I- 50-5/8* R • • • I- .$} ••••• 48" 50-5/8" 92.4 120.0 120.0 59.3 85.3 118.5 48" 96" 48.8 85.0 120.0 31.3 45.0 62.5 48" 144" 32.5 56.7 85.0 20.8 30.0 41.7 • • o O.%u h ..•••• 54' 82.2 120.0 120.0 52.7 75.9 105.3 54" 43.3 75.6 113.3 27.8 40.0 55.6 54" 28.9 50.4 75.6 - 26.7 37.0 • ;Z Z a ' • 60" 74.0 120.0 120.0 47.4 68.3 94.8 60" 39.0 68.0 102.0 25.0 36.0 50.0 60" 26.0 45.3 68.0 - 24.0 33.3 • 3 •••••• .•}�>•e 66" 67.2 117.2 120.0 43.1 62.1 86.2 66' 35.5 61.8 02.7 22.7 32.7 45.5 66" 23.6 41.2 61.8 - 21.8 30.3 0 j 7.} •••• 72" 61.6 307.5 120.0 39.5 56.9 79.0 72' 32.5 56.7 - 85.0 20.8 30.0 41.7 72" 21.7 37.8 56.7 - 20.0 27.8 �C) i • • 19-1/8" 120.0 120.0 120.0 119.5 120.0 120.0 19-1/8" Ld 108.8 120.0 1200 69.7 100.4 120.0 Q W g 26-1/2" 120.0 120.0 120.0 86.3 120.0 120.0 26-1/2" 78.5 120.0 120.0 50.3 72.5 100.6 TYPICAL ARCHES BE INSCRIBED ANCHORS INSIDE RECTANGULAR SHAPE 30" 118.9 120.0 120.0 76.2 19.7 120.0 30" 69.3 120.0 120.0 44.4 64.0 88.9 IyORS 37" 96.4 120.0 120.0 61.8 89.0 120.0 37" 56.2 98.0 120.0 36.0 51.9 72.1 HORIZONTAL MULLION 42" 84.9 120.0 120.0 54.4 78.4 108.8 42" 49.5 86.3 120.0 31.7 45.7 63.5 .1� GLAZING 48" 63' 74.3 120.0 120.0 47.6 68.6 95.2 48' 108" 43.3 75.6 113.3 27.8 40.0 55.6 VERTICAL PRODUCT 54" 66.0 115.1 120.0 42.3 61.0 84.7 54" 38.5 67.2 100.7 24.7 35.6 49.4 MULLION z o 60" 59.4 103.6 120.0 38.1 54.9 76.2 60" 34.7 60.4 90.7 22.2 32.0 44.4 �Q 66" 54.0 94.2 120.0 34.6 49.9 69.3 66" 31.5 54.9 82.4 20.2 29.1 40.4 GLAZING GLAZING cn �pAEiaL i PRODUCT PRODUCT 72" 49.5 86.3 120.0 31.7 45.7 63.5 72" 28.9 50.4 75.6 - 26.7 37.0 3 GLAZING GLAZING TYPICAL ALL LOADS ARE EXT.(+)/INT.(-). VT1'Ica PRODUCT PRODUCT ANCHORS G to L-IANCHORSI o NOT ' w1 W2 to MULLION SPAN _I ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS, TYPICAL MULLION ARRANGEMENTS d _ FOR_ANCHORS DESCRIPTION,-SEE SHEETS 5 THRU 9. £ngr. JAVAD AHNAD- r. T ^ 2 Wt + W (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) = 2 FLA PEI 70592 0 Approved as complying t+ifli ific CAN. 3538 0 a 11011da Bilildi C Aaic 14' a v • NOA/1_ � R�A1�`` ll yy A11 a r^prcxStttCont � I��IA�`°�' ` 3 �(�l drawing no. ANCHORS I;v,. - '' I , . M 14-01 o i - sheet 4 of TYPICAL ANCHORS TYPICAL ANCHORS � 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE \\ \\ \\ bONPCRI:T\ 0_ h Z ROR 0zi 1 A S ,elU t f M AL ST UC E £ a g 9 ITT qu 1 1 1 1 II II 8 � r~I N 1------------1 U II II 1 I I I FLOATING CLIP 11 I I 2 X 2 X 1/8" Or wG I I I I SNUG FIT INSIDE MULL U u ALUM ANGLE O o.a s /14.SIRS i. i #14 SMS _ _ i- i - 1-3/4" O.C. MIN. 1 1 1-3/4" O.C. MIN. I I Q .0 cl cl 4 PER CLIP 2 PER ANGLE a zw z U o in Z ••1� O • 3 .9! ANCHORS TYPE `A2' • '� •• ' TYPICAL ANCHORS: .. • 9999.. ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. w •• • • . � N... 00:090 1/4" OW. ULTRACONS BY 'ELCO' CONCRETE 1-3/4" 2-1/2" • 1+ 3 M•pi• ••••• (Fu-177 KSI, Fy=155 KSI) + 0 � • •• 1/4" 01A. SELF DRILLING SCREWS a n • METAL t/8" 3/4' • �3 Z (GRADE 5 CRS) •z _ 0 20 9,• • TYPICAL ANCHORS 3 Z:•� • • TYPICAL ANCHORS • 4 PER CUP (2 ON EACH WING) 2 PER ANGLE CONCRETE = 1�c = 3000 PSI MIN. •� M 900000 METAL - 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. • Q O '.t"03; ' 0 U w J• 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) W R 1 0o ANCHORS MAY BE HEX OR FLAT HEAD. 1 I U I I M AL S7 UC E :t `vufu - ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 1 1 I I I I I I I WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT,OR 1 1 NATER-WHITE METHACRYLATE LACQUER. 1 1 I II II 11 0 N c k --�--- -----------1 N -- 1 1 FLOATING CLIP 1111 I1 2 X 2 X 1/8" c 1 1 f 1 SNUG FIT INSIDE MULL L1 U ALUM ANGLE y I 1 I t #114 SMS I 1 /14 SMS t I 1-3/4" O.C. MIN. 1-3/4" O.C. MIN. 4 PER CUP 2 PER ANGLE +® � o 0 0 L � Z � t -iq - - — - - -- - -Engr:JAVAD AHMAD- 1 0 CML m . Approved as w1uplying%%ith 111e SCAN. 35 92 0 Florida Buildit^Co >a £ a flute 2" _ o _ TYPICALANCHORS TYPE `-A4' "aa� id�rr +^ ' � ?�;�° � � �4h� .,Jj E.u1�f drawing no. M14--01 5 - - - - - — - - - -- — - — - — - --- -- — - - - - - - - - - - - - - - sheet-5-of 9--'l- - - - 4.V 0 TYPICAL ANCHORS TYPICAL ANCHORS z %6 PER CUP (3 ON EACH WING) 3 PER ANGLE \ \ O 0 \ \\ \\R �� IRE (�` mUi3R I M ALSTUTIIEUW 0 �+ N e 1 1 ' d +® f+ + o �® ® ti i li if 0 ,0, \ _ -- ------ 1� II I I 0_ h I - I FLOATING CUP - - - _ t I t'I /2X X 1/8' p J SNUG FIT INSIDE MULL ' u ALUM ANGLE 3 N #14 SMS I I #14 SMS I I U. Z N 1-3/4" O.C. MIN. 1 1 1-3/4' O.C. MIN. I I 6 PER CUP 3 PER ANGLE Q as U o it (n J I Z ••wig a. • Q ••• 00 ,••••• • A • TYPICAL ANCHORS: v~i • } woe" ...... ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN.A2-1/2- 2- ' W • • 1/4" DIA. ULTRACONS BY 'ELCO' N rn • • s (Fu=177 KSI, Fy=155 KSI) CONCRETE 1-3/4" • lr. ?r �iy ••••• TYPICAL ANCHORS TYPE A6 � 1/4" DIA SELF DRILLING SCREWS METAL 1/8" 3/4" • DR Z • (GRADE 5 CRS) _ • CONCRETE = f'c = 3000 PSI MIN. • 3 � •o ' ' METAL = 1/8" MIN. THK. STEEL Fy - 36 KSI MIN. • Q �• • ' 1/8" MIN: THK. ALUMINUM (6063-T5 MIN.) W � ANCHORS MAY BE HEX OR FLAT HEAD. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHrTE METHACRYLATE LACQUER. c 0 L U y d 111 � C 0 0 N d O L � - _ Engr: JAVAD-AHMAD - CML FIA. PE j 70592 c n UYO�F060lJZ��AI$1 �4 CAN. 3538. notida t3edtd I c a 14 s L 13a1c t�lOAif ,�' My. ►i at Ii r fiV drawing no. WWI 3) '1,014 M14-01 - - - - - — - - - - - - — -- — — - — - - — — — — - - - (sheet-6-of-g:) - TYPICAL. ANCHORS TYPICAL ANCHORS 2 PER CLIP (i ON EACH WING) I PER ANGLE \ \ \\\+\\\ \ PILLED BLOCK O Z n O \ Q I Z R \ OR �. yl I 1 0 Uiu I i W OSTU s ii 0 p 1 \ lip, ` II II n' a LL 1 1 rL1 IIIjV a I�----------1 1 I L I I I I i FLOATING CLIP 11 11 2 X 2 X 1/8" a SNUG FR INSIDE MULLu U ALUM ANGLE O Q ��----` #14 SMS I I _ #14 SMS 1 I 1-3/4" O.C. MIN. I i 1-3/4" O.C. MIN. I I a .0 4 PER CUP 2 PER ANGLE il. x U5 aW � U o � I Z •• • 03 • Q in ..coo •.•••• _ '04 •• w •+ TYPICAL ANCHORS: ANCHORS TYPE `B2' w � ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. pe •• LJ + + • •••••• 1/4" DIA, ULTRACONS BY 'ELCO' MASONRY 1-3/4" 2-1/2" • � 0 fi�o • • (Fu=177 KSI. Fy=155 KSI) WOOD 1-1/2' 1" + NN++ +"" •• •moi (17M cm ••••• + O C::.- •••••• WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. Z In •• MASONRY - C-90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. • oS TYPICAL ANCHORS TYPICAL ANCHORS2q+.R IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW + :•••.: 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE + • M MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER • Q ULLJ OR Fl\ \ LOCK ANCHORS MAY BE HEX OR FLAT HEAD. THEM TO BUILDING STRUCTURE. W } 16}C\ LL7r0 BLOK CJI I I U U I I W D ST U E t s : o_ 1--------- I J j, 4 FLOATING CLIP j l I I 2 X 2 X 1/8" I I I I SNUG FIT INSIDE MULL U U ALUM ANGLE uvi I 1 I I 1 i I I #14 SMS I I #14 SMS I I 1-3/4" O.C. MIN. 1-3/4" O.C. MIN. jo 4 PER CUP 2 PER ANGLE U .N o c z � t i7 —En9r: JAYAD AHk%D CML Approved as amnplylug%%*1 dee FIA PE / 70592 CAN. 3538 Florida BaUdi g b b f)Atc 3/8" MIN. 2 7/8' a Id0A1{__ _ z. U. TYP. TYPICAL ANCHORS TYPE Boa mi 1 ,� Ca,110 ` 1 �rfh 1 2� - drawing no. '_� _- - - M 14-01 -- - - - - - - - - - - - - — — - — - - - sheet 7 of-9 - — VN W 0 I TYPICAL ANCHORS TYPICAL ANCHORS O z 4 PER CUP (2 ON EACH WING) 2 PER.ANGLE _ PQ \ \ I OR bLdCK O Q I 1 kVID T�IR I I I W OD ST U FE p r� p► � ii it a FLOATING CLIP I I 11 2 X 2 X 11/8- o I I I f SNUG FIT INSIDE MULL U U C N 1 It #14 SMS I I ALUM ANGLE $14 SMS ?j I _ 1-3/4. O.C. MIN. 1 1 1-3/4',O.C. MIN. 1 I `j• Z '� 6 PER CUP 3 PER ANGLE Q w U �O rn (A -! Vi Z ••••�• `t • Q [n •..4D •••••• • TYPICAL ANCHORS: •, H •,�'2 •..,:. ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. • �i] • • 1/4' DIA. ULTRACONS BY 'ELCO' MASONRY 1-3/4' 2-1/2' • 03 4 (Fu=177 KSI, Fy=155 KSI) WOOD 1-1/2' 1" • ', N i'•� ••••• TYPICAL ANCHORS TYPE 'B4b' •• Q• ''" """ WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. I ' MASONRY = C-90 HOLLOW FILLED BLOCK fm = •• _ J • / 2000 PSI MIN. � _z.* � •A IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW ; +�� M :•..•: MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER • J• `� • ' THEM TO BUILDING STRUCTURE. QW u ANCHORS MAY BE HEX OR FLAT HEAD. c 0 c U N N oO 1p O L � - - - - - - - - -- - En9r: JAVAD-AH - CVjL Approved 1s� !�1A u4b Oc FLA PE j 70592 Florida Bttifd' C.A.N. 3536 0 a Date NpA2 u fi �' r r_ drawing no. M14-01 - - - - - --- - -- - - - - - - - - - - - - - - - - - - - - - - sheet-$ of 9 - - - W 14 S SEE CHART FOR QUANTITIES TUBE MULLION I FF z Z N O � f ------- --------- ANCHOR: N0. OF a CHART SCREIYS X14 FH SMS TYPE A2 2 O LL 2/ SIDE TYPE A4 3 O 1 I TYPE A6 4 1/8" THICK ALUM CHANNEL I v ei LENGTH TO FIT SNUG INTO MULLION j TUBE MULLION O a Q g a 0 c _ TUBES MAY BE NOTCHED Q C AS SHOWN TO ALLOW INSTALLATION Z OF CUP ANGLE I I t CAULK JOINT AFTER ASSEMBLY Q W #14 FH SMS I 1-1/2" O.C. MIN. I I ACCESS HOLE SEE CHART FOR QUANTITIES I U o w J js ------- ------- ---- Z •••� • •• � W ~•• 0000•• ------ ----- ---- — — --- •• •• >- W •w • • -------- ------ — W t� 0000•• 1 -- —i i -- I —i T ; — —' •� � �i1•• 0000• THIS SCREW CAN BE I I I 00 �? O • INSTALLED IN EITHER 1 I #14 FH SIAS I I •• (, •• 0000•• DIRECTION 1 I 2 PER CUP 1 I I • • _Z -I 00 •• I 1 1` O.C. MIN. I I I I • �W 000000 Lj /� • M 0000•• LLJ W • 1--3/4" X 2" X 1/8" (FOR 28Y TUBE) 3/4" X 2" X 1/8" FOR (18Y TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL J1 METAL TO METAL CONNECTION o L U N . N #14 SMS SUBSTRATE Ed. = MIN. EDGE DIST. MIN. CL TO CL SPACING y ALUMINUM 5/8" 1/2" o v q d) O � C ,f e_ - — Enjr. JAJAD-AHMAD o, -� o CIVIL FIA. PE j 70592 0 MdYw w co ! h1 uft*q CJLN. 3538 "' a B '�1 thicY13a ro NOAf1 M! i ,vz a rs 6artit I r l` . drvwing no. M14-01 V sheet 9 of 9 72" 111" (2) ANCHORS AT MTG. 8 WINDOW WIDTH WINDOW WIDTH STILE ENDS TYP. N (4) ANCHORS REQD. FOR SIZES AND LOADS MARKED WITH 'e' ON SHEET 2 ONLY I 1 3 1/2" MAX. 4" p� 3 1/2' MAX. HEAD/SILL 4" 3 'ME z HEAD/SILL A 3" z HEAD/SILL q CORNERS " 0 Ix CORNERS 3 _ `` in v CORNERS 3 ��__\\ _ "'v I" N F , 11 CL -- . - - - - - - �1 1 , - I -1 , ,. 1 , - - - - &1 0 0 LL ob C 11 I I 1 I I I 1 CfO M 4 II II D tl II E 4 1� /. �I D I� /. �I /. I' /' '1 4 1I /. I� 4 gig , �I �� I� 4 �1 �� I� �� O (• 67 ax 10.3o 1 %/ I I %/ 1 G7 moo 9 I �/ 1 0 =__I1=G'�S�-= =_�1��1 __ 2 M Xy n O1_11r-_ =-_�L _'�1�-= / ` li:mil __ # w m O - Ii_�_(-�i1 LL 3 3 (,00••'cm 00.0•• ..... .. . ...... /_[ FALSE MUNTINS FALSE MUNTINS •••••• 31 1/4' 32 3/4' 32 3/4" 32 3/4" 0.00• ••••• • • (SURFACE APPLIED) (SURFACE APPLIED) •••• •••• u ••••• MAY BE USED D.L. OPG. D.L OPG. MAY BE USED D.L. OPG. D.L. OPG. • • 0.00• ••x 0000• 35 3/8" 36 7/8' ECO-GUARD SERIES-200 ••••• $ j• '' •••••• vENT WIDTH VE MT WIDTH00 ALUMINUM HORIZONTAL ROLLING WINDOW ;•• ' •••;;• TYPICAL ELEVATIONS .0—A DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER •• 1.04 ;••••; CHARTS SHOWN ON SHEETS 2. •• 2.1 jo o'0 • 3•L!-:ao THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 3 z i SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER O EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING U w J MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. 8 W a' LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 1/8" HEAT STREN'D. GLASS WILL APPLY TO ENTIRE SYSTEM. 5/16" AIR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8' HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'0. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY W HURRICANE ZONE (HVHZ). O Y .090' Interloyer .090' Interloyer .090" Interlayer N z n Butocite PVB SentryGlas WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER Q W 00 B 'Kuraro Americo, Inc.' By 'Kuraro America, Inc.' Butocite PVB LOADS TO THE STRUCTURE. � Y Y Y By 'Kuraray America, Inc.' 1 8" HEAT STREN'D. GLASS 1 8' HEAT STREN'D. GLASS ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS V / / 1/8" HEAT STREWD. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. $ a SILICONE SILICONE CARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOW CORNING 899 DOW CORNING 899 EDGE SPACER NOT PART OF THIS APPROVAL. a 3 GE SCS 2000 GE SCS 2000 ST. STEEL o ZzA LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ]co m p0 zmSIUCONE ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE.DOW 899 C c m u o m 22 r- 2 i :i is i i j MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 1 a rn ! ! ii ii ii i' ; ii • ,1 � REQUIREMENTS OF THE FLORIDA BUILDING CODE. l ii 3 F11-i I 23 i i i 23 CML Engr. JAV D AHMAD PRODUCT REVISED N N FLA: PE' 70 2 as complying with the Floridll 4- 10 10 0 C AJNJ6AccepBuildtance No -0 5 co o _~ i 29 B. irsltionbate Q)y I 29 AT 1/4 POINTS ON LITES 29 AT 1/4 POINTS ON LITES AT 1/4 POINTS SETTING BLOCKS AT By WIDERTHAN 36' ONLY WIDER THAN 36" ONLY 28 LAM. GLASS AND INSUL. LAM. GLASSALL SIZES Minm'Dade Product t..on drawing no. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 15 GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C'' W09-12 GLAZING OPTIONS sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (XO, OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) �V w W/O REINF. WITH REINF. W/O REINF. WITH REINF. W/O REINF. WITH REINF. � a GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE` GLASS TYPE GLASS TYPE WINDOW DIMS. A 'B' 'C' WINDOW DIMS. A 'A 'B' 'C' WINDOW DIMS. A 'A' 'B' 'C' O j WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(--) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 4 70.0 80.0 60.0 90.0 70.0 80.0 74" 26" 9 70.0 80.0 60.0 90.0 70.0 80.0 74" 26" 9 70.0 80.0 80.0 90.0 70.0 80.0 Q a 37" 26" _ 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4' (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" {3) 12 70.0 80.0 80.0 90.0 70.0 80.0 a! $ o O - 53-1/8" (3) 6 70.0 80.0. 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 d U 74' 8 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 _ 38-3/8' 38-3/8" � O LL 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 - - 80.0 90.0 70.0 80.0 0 a a 37" 38-3/8" 4 - 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 - - 80.0 90.0 70.0 80.0 V 53-1/8" (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 50-5/8` 0'Q�u M 50-5/8` 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (5) 0 Q 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 63" - OD 9 70.0 70.0 80.0 90.0 70.0 80.0 1% O n 37" 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) a w 3 e fA 53-1/8" (5) 6 70.0 80.0 60.0 90.0 70.0 80.0 106-1/4" 63" 12 70.0 70.0 80.0 82.6 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 Z M 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 111" (6) 12 70.0 70.0 80.0 80.4* 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 J g J 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9: 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 a 37" 66) 4 68.9 77.5 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" 6 70.0 70.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 '••• • 74" 8 70.0 70.0 80.0 80.4 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 84" 36' 9 70.0 80.0 80.0 90.0 70.0 80.0 • � •••' ••":' 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 R • • n 0 36" 4 70.0 80.0 60.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 1 OB" - - 80.0 90.0 70.0 80.0 ••; .z (/j • • • 24" � in ••••.• qg" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 •• CD 3- :C= W.0000� 0 • 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 84" �5) 9 70.0 70.0 80.0 90.0 70.0 80.0 ••• �- • ••••• 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96` 12 70.0 70.0 80.0 90.0 70.0 J00 •••4 70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 72" 60" :• ? V)00 :24" 9 70.0 70.0 80.0 90.0 70.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (6) • •� 3: °i • 48" 34) 6 70.0 80.0 80.0 90.0 70.0 80.0 108' 12 70.0 80.0 80.0 '90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL • N 00- ,I •••• 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 O NO. OF ANCHORS PER JAMB .Q Z .. .- ..4- 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 84" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 � }}.0 Y4" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 80.0 90.0* 70.0 80.0 O W 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 70.0 -80.0 87.6 70.0 80.0 1 () Q 48" �� 6 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL `'OV' W 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB (1/4W) (1/2w) (1/4W) 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 * MAX. LOAD FOR THESE SIZES IS -90.0 PSF 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 WITH (4) ANCHORS AT MTG. STILE ENDS V 36" 4 _ 70.0 80.0 80.0 90.0 70.0 80.0 48" (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 o c Y 60" 6 70.0 70.0 80.0 90.0 70.0 80.0 {t/3W) (1/3W) (1/3W) $ N W O 72" 8 70.0 70.0 80.0 87.6 70.0 60.0 33o O o n O OPERATING VENTS TO 8E 1/4 OF THE WINDOW WIDTH (n U A = NO. OF ANCHORS PER HEAD & SILL `" 0 CL ( ) = NO. OF ANCHORS PER JAMB °/ 'XOX' z ? " - - - - - - - -- * MAX. LOAD FOR THESE SIZES 1S -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS c y c n ci vi OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NOTE: o a •' ' N n GLASS CAPACITIES ON THIS SHEET ARE $ s s o 0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) c a m o W 'X0X' AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 0 Engr. JAVAD AAMPRODUCT REVISED CML `j c FLA. PE 70592 as complying with the Florida N = o _ C.4. 3535 Building Code 0 1AcceplunceNo 15#-028 4 aLEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE Ex im111ino aPJ 11-; FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL 0 20 9By 'XO OR OXO FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF Mi i adoProdacC ' drawing no. SEE SHEET 3 FOR DETAIL. W09-12 -- sheet 2 of 7 TYPICAL ANCHORS U 1 B SEE FOR SPACING ED DIST. N WOOD BUCK METAL 4 EDGCv. DIST: EDGE DIST. STRUCTURE MIAMI—DADE COUNTY APPROVED o M Z 0 e ° a MULLION do MULLION ANCHORS e d Q n a a 4 ° SEE SEPARATE NOA I gOWN O z a • _ .. •'•• . _ EDGE DIST. ` � O H I O + • ... o t 7 19 _ ( N 19 � m C) 1 • 9 TYPICAL ANCHORS TYPICAL ANCHORSC) TYPICAL ANCHORS .0 tv I I •I SEE ELEV. SEE ELEV. SEE ELEV. w 3 d `7 IS I II 'I FOR SPACING FOR SPACING Q w o I FOR SPACING � Z N= o 3C7 �_ Y '1 Q W Il i i I I• III , I WOOD BUCKS AND METAL STRUCTURE NOT BY ECO wow. I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM . .... ii I i i AND TRANSFER THEM TO THE BUILDING STRUCTURE. v U•00000 •• •• Jn •• J •• • I • II i' �I I I •••• •� •• • •••••• WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING ••• Z V) •W1 = 3/8 X 2-1/4" WEEPHOLES AT EACH END 1f4 DIA, ULTRACON BY ELLO (Fu=177 KSI, Fy=155 KSI) •••• •N EL .• ..... AND 37" O.C. MAX. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES. ig • 1 !I 'I SEALANT' 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) •••• p ••• • a G] .... X o % _ $ W ALL JOINTS AND FRAME CONNECTIONS SEALED WITH THRU 1 BY BUCKS INTO CONC. OR MASONRY g 3 000000 z o X I �I i li > JOINT SEALER. 1-1/4� MIN. EMBED INTO CONCRETE (HEAD/SILL) `i a ��i' •••• W I, I I 1-1/4- MIN. EMBED INTO CONC. OR MASONRY (JAMBS) •• II I I N • • DIRECTLY INTO CONC. OR MASONRY Z o q ry II � II III 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) O �o I U rw 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) o W 0) K'' I 1 1 w #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") li INTO METAL STRUCTURES s STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) o I ALUMINUM : 1/8 THK. MIN. (6063-T5 MIN.) N r I II II i �� t4 15 16 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o R o o S r 1 1 C o O P TYPICAL EDGE_DISTANCE al INTO CONCRETE AND MASONRY = 2-1/2" MIN. _ m a 2 N N -` - -m INTO WOOD STRUCTURE = 1" MIN. - 18 � �iaaaaW wU INTO METAL STRUCTURE = 3/4" MIN. 1=/lU N 13 M w \O B w \ vZi WOOD AT HEAD, SILL OR JAMBS SG =� 0.55 MIN. Q p n I 3 :jinn U. N W� e = CONCRETE AT HEAD, SILL OR JAMBS f c = 3000 PSI MIN. w o r m O W Onin "' C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN. ` o 26 I I _ g Engr.'JAVAD AHMAD v B o PRODUCT REV15SU ° ° 4• ° °. FLA PEML 70592 as complying with the Florida N ° I a _,d g I C N. 538 Building Code a Acceptance Ni .4 ,. e e a a• - d N - v• - ° EX 11'all Dale av v` I u 2��i O v c 4 \ I TYPICAL ANCHORS V I ' TYPICAL ANCHORS By °• 9 a SEE ELEV. ►. 18Y SEE ELEV. Mi ade Product' drawing no. W7 FOR SPACING WOOD BUCK I FOR SPACING W09-12 EDGE DIST. J EDGE DIST. sheet 3 of 7 1/4` MAX. 1/4• MAX SHIMS -1 SHIM CO O O 5 w BY BUCKS 21 g 7 C TYPICAL ANCHORS " a TYPICAL ANCHORS 17 ° ° SEE ELEV. F jL 1 SEE ELEV. _ a.- FOR SPACING O o 0 6 � - - FOR SPACING _ _ _ _ -- 25 0 v rest ki720 1 1 f 4` SCREEN OPT. ------- - - - - - METAL W EDGE DIST. STRUCTURE N TYPICAL ANCHORS EDGE MIAMI-DADE COUNTY APPROVED SEE ELEV. MULLION & MULLION ANCHORS h FOR SPACING SEE SEPARATE NOA Z 0 EDGE .. a :.• ' ° •. I 01ST. � w a e L,-I O 28in = 28 t=i► 28 0 h ALT. O a a � Nva TYPICAL ANCHORS TYPICAL ANCHORSSEE ELEV. SEE a 3 F FOR SPACING FOR SEPA ING LL z aW�� 0000 N J . J• .•.. 0000.. • . . l .. . .• .Ln ,. . • 0000 z N .. 0000•. ...: .3 p 0000•• ... W 0000 M ••• � tr•• � 0000• .. .1�� .••••. 0000 •� 3 -mm •• $ 0.0� � 0000:. D �.•.••I � a Jn . . Z ,� o 0000.. 1/4' MAX. •• U, �� 00 • SHIMS ALT. NN 3 z 'an 28 = O J TYPICAL ANCHORS U w J SEE ELEV. W W mm � FOR SPACING e_ n 4 . •1 j/4F . i = Zi � utrcw � � a 12 In N LA cod N o 0 TYPICAL ANCHORS WW' o SEE ELEV, FOR SPACING w n a N .4 Ol o oo a 10 z z z -D ' 4 oC 0 ALT. a;. 5- 28 o+a Nam in = rn INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVMLAHMAo PRODUCT REVISED a FU. PE 70582 as complying%vifh the Florida N o 3538 Building Code ;. S a CA f3u+ Acceptance No d o u LE iialion Dale $ �Ti)U 205 Miatdrawing no. W09-12 EDGE DIST. sheet 5 of 7 2.750 y 067 17EM PART f QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS u4ft w 1 FY201 1 FRAME HEAD 6063-T6 N I 3/16' V. 2 FY202 1 FRAME SILL 6063-T6 - M I 500 .71 �{ � / 1.434 I 3 FY203 1 SILL TRACK INSERT 6063-T6 Z 3 813 iv iv 4 FY205 AS REOD. MOV. FRAME JAMB 6063-T6 G J t�0 � ® H .062 5 FY10, AS REOD. FIXED FRAME JAMB 6063-T6 a .062 1'718 I 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - O o 0 - - 3.249_ - - - - .._ _ 1.140-moi � _ ._. 12 yy 7 FY105 I/ VENT VENT INTERLOCK 6063-T6 - .d A 0. U '^ 4 8 FY206 1/ VENT JAMB STILE 6063-T6 - L 9 VENT TOP BOTTOM RAIL STEEL REINFORCING 8 3 O TOP/ 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 = C 10 FY108 AS REOD. GLAZING BEAD (LAM. GLASS) 6063-T6 v 2'095 .519 .130 10A FY110 AS REOD. GLAZING BEAD (INSUL. IAM. GLASS) 6063-76 - 01 M S 1.140-1-1.610 1.250 _ �-� 11 - AS READ. REINFORCING BAR STEEL - O F p 12 - AS READ. REINFORCING BAR STEEL 71¢9 - - 045 .803 .045 .803 x N O1 FRAME HEAD 13 FY204 AS RTEOD. ADD-ON SILL RISER 6063-T6 USE AS REOD. Q W N L e 1 140 2.246 1.047 -�I 1.047 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - L16, M Q 't,► 062 15 FY209 2/ VENT ROLLER BRASS - Q W ri 1.1401.610 219 10 GLAZING BEADS � 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 #8 X 1- AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 1.344 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS •••• a .813 • J••••rn •••••• 19 W23181 AS REOD. FIN SEAL W�STRIPPING - ULTRAFAB . J In we O8 JAMB STILE 20 0300T190 AS REOD. BULB SEAL 4-LO14 SCHLEGEL •`•••.'� `• 1058 21 E207 AS REOD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 6;4§ • • • 2.063 22 E203 AS READ. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65t5 •••• i"••i W r+0i 3.876 078 2 501 F1.250 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE •• ^I .•• :**so* 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. ••• LW.••� *:so 25 #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS `• • • ;4 �T� �• ••• • V) • 1.140 1.340 26 WA2L 2/ WOW. WEEP VALVE - PREFERRED ENG. PRODUess!QTS �o M `• 062 8 6. r7 ,� •••••• 27 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL `i a'R•••I 2 In 500 L1.344-4 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL • 7:0LL j29 - 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A � Z• !,� 4� 2.750 7O MEETING RAIL w O2 FRAME SILL 4, ll W0): 2.188 1.314 v, r.250 1.422 ' 202 la i6 W L .340 .312 .062 u o < a C0 N �.1 N u Z 062 �m 000 1.375-1 O3 SILL TRACK O FIXED MTG. RAIL u .500 1.187 .750 c ar g o 0 0 0 062 � ca muow 062 m o .- 2.750 2.812 2.812 2.750 Engr: JAVAO AHMAD PRODUCT RBVIS$D u o 2.688 CML ` as complying with the FIorWN a FLA. PE � 70532 Building Code 062 C N. 538 Acceptance NoLfff �5 fl v a I?x iration Date jq *6 -g Y 500 .769 �° • v u t.874. I�.968 l (vSrli DadcProductContr2.611 drawing no. 6g7 ,.688 . t�I_ 15 W09-12 O MOV. FRAME JAMB 0 FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER sheet 6 of 7 U 17 17 M� N I rn 3 J W a Q 2 N o- 0 v ' o a4o s �� M a o 5Mj QulrfaF 0000 N v • • J ••••� 0000•• FRAME TOP CORNER •• . ••••. •• 0000 •�, V1 •• •ro 0000•• • z 0000 =3 C • Ln 0• • C 000•• •0• W ..•. 0 C }'"' .• •••.. [ENT TOP/BOTTOM CORNERS 000 - tr • • 0000 = lai/•�•4 0000• •00• _ N�M�-1r 0.00.0 17 •••• 3 to ton m 0. •Fi•••1 a • • j Ln 00 LL- .01-0 0000•• � 2 � J � 0 �WL. ..i w W 0)7- !a 7!a i" v) Ln LA a � iz W :+ ll0 0 0 Dz z Mz z -�, z y g N v1 CO 01 M ' r vi O '? Yu o 0 0 0 o Engr: JAYAD AHMAD PRODUCT REVISED N n c CMLFRAME BOTTOM CORNERns complying with the Florida N a FLA. 70592 Building Code o _ - CAME. 353(3 Acceptance No is �a.�� a ExpirationDate 18 Q ti h I Y p 2015 drawing no. W09-12 FIXED MTG. RAIL CORDER sheet 7 of 7 ec A kck 0 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'O. GLASS. 0 .090" Interloyer .090" Interloyer N Butocite PVB Butocite PVB By 'Kuroroy Americo, Inc.' By 'Kuraroy America, Inc. 0 ti 3 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. I n SILICONE 12 SILICONE 6 g z M DOW CORNING 899 m DOW CORNIN 99 N � 0 to 26 26 c� , c� / of I C Lf C T y ILA 14 8 4 8 &Qa8 o t,\ 1 34 _ _ 0 �1 _ N \ // \ // SETTING BLOCKS AT LAM. GLASS Q w REQD. FOR WIDTHS EXCEEDING 36" ONLY. 4 z g NOTCH GLAZING BEAD LEG TO J g J CLEAR BLOCKS aj GLASS TYPE 'G 1GLASS TYPE '432' v J � 1/8" TEMP. GLASS oin J 5/16" AIR SPACE g 1/8" HEAT STREN'D. GLASS W M .090" Interlayer We"••• Saflex Clear And Color Gloss • w } � •. .••••• By 'Eastman Chemical Co.' '.. (q . • 1/8" HEAT STREN'D. GLASS N • • ••• �+ 01 •••••• rn •••••• SILICONE •• 00 On Lo 3 o —000A • • i bo DOW CORNING 899 .. .� Z 31„•� ••, to 26 ST. STEEL "• "m 3 Z ''�' ••'•• METAL SPACER ••� O a 4•M •••••• m 15 C) �• • • V)i W mM k' ..•.•• 35 SILICONE SERIES 600 cr 1 1 7-7 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. / SETTING BLOCKS AT INSUL. LAM. GLASS o \ _ NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS V $ STAND ALONE SINGLE SIDELITE SEE SHEET 3. C9 N K SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. 2- o 41 LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GIASS TYPE 'G3' g APPLY TO ENTIRE SYSTEM. PRODUC r REVISED vUi sa nop/yl.g rdlb 1bc Florida 01& DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION b"■_Code 15-6L0.3•l3 RESISTANCE IS REQUIRED. AcceptoweNe e.MicsMw Dru�J—i619 N h f.�N O IS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE EMdfr-�tCeNtrd Ln 0 0 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY c m o HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. a ANCHORS SHALL BE AS LISTED SPACED AS SHOWN ON DETAILS ANCHORS _ THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Engr: JAVAD AHMAD EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. CIVIL FLA. PE 70592 N ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAM. 3536 � pq NOT PART OF THIS APPROVAL. n A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Ai S 2015 drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W1 2-08 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 9` 0 U 39 3/4" MAX. 76" MAX. 37 3/16" MAX. �uo FRAME WIDTH FRAME WIDTH FRAME WIDTH N :(a HEAD do SILL ANCHORS 0 AT STILE ENDS rr 12" (4) AT 3" O.C. 12" 12" ]+ W a MAXMAX N I " 5" EAN D 5" HEAD 5" MAX. HEAD Q�. p p 07- HEAD/SILL HEAD SILL CORNRS A SILL HEAD/SILL A _ SILL / F SILL Q U CORNERS �' CORNERS L � fl I CU h I 1 v 0 ti / / \ o � o C - - 7--- C -- --- \ 1Tr 1 Qw 3 a LL w uuN}} LOCK OPTIONS / LOCK OPTIONS / II #1 OR 12 / II #1 OR 12 \ Fi 11 Q � a� (OPTION 2 SHOWN) __ ____ (OPTION 2 SHOW _��_____ SEE SHEET 7.1 -- SEE SHEET 7. w �y _ aj aj po a i %� FOR DESCRIPTION / '/Y FOR DESCRIPTIOZtl 5 m W a fl.� m = N W s n = n II// DD = ri s o '�1/y ��. ^ o •/Y11f/ U o m 40 tL to 0) 6 ODI I �� w m J i�, i� � � a tp � i 1 N ' v J � ----L----- ® of -==--LL---- 9 �/ O N \----n----- ' m --rr-- --ii----- o U2 � II � \ II / II f- ••i \ II \ fl / _ II • N LLJ•ORB 0000•• -__�____ __ ___ __� ____ • v w • II\ 1� / II • a 1-� • • ••• �•y A 0000•• •0000• 1 I •• •� Z it. 60.00 • • ••• Q ♦•&� 00000 ACTIVE INACTIVE ACTIVE • Z o •• O44 0v 0000•• to �n • ``3 U �w•� •. SURFACE APPLIED m g SURFACE APPLIED to SURFACE APPLIED to cm • FALSE MUNTINS OR 26 15/16" �d FALSE MUNTINS OR _ 26 15/16" 26 15/16" �d ac FALSE MUNTINS OR 32 3/4" `� W m •• •••••• DECORATIVE GRILL D.L. OPG. t0 cot DECORATIVE,GRILL D.L. OPG. D.L. OPG. i0 0 DECORATIVE GRILL D.L. OPG. 1O u :•••• MAY BE USED MAY BE USED MAY BE USED •• . • • • KB 37" MAX. 37" MAX. • LEAF WIDTH LEAF WIDTH {X) (XX) (0) " STAND ALONE SINGLE SiDELITE °a o SEE SHEET 3 FOR CAPACITY g o La DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF v aII, a SINGLE DOORS (X) DOUBLE (XX) i� Ij a DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME FRAME LEAF FRAME PRO DUC 1'S with ahe WIDTH WIDTH HEIGHT EXT.(+) INT.(—) WIDTH WIDTH HEIGHT EXT.(+) INT.(—) M corpll111R wish the Florida 37" 98" 70.0 75.0 � OrCOdO a o b N N 39-3/4' 76" 37" 98" 70.0 75.0 AteeptawcIVO1rs'�06G3 3 N o 0 gap{rallor D,1 w o 0 0 •... .W" .� C a m U � a GLASS D.L.O. DIMS. -- Engr: JAVAD MMAD D.L.O. HEIGHT = FRAME HEIGHT - 11.125CIVIL N D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813- FIA PEV0592 c D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH -- 22.125-)/2 CAN. 3e $ a NOTE: 042015 v NOTE: GLASS CAPACITIES ON THIS SHEET ARE drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) EGRESS REQUIREMENTS TO BE REVIEWED AND FLORIDA BUILDING COMMISSION W� 2"08 BY BUILDING OFFICIAL. - - _ _DECLARATORY STATEMENT- DCA05-DEC-219— - - - - - - - sheet-2-of g- -- o _ RESIGN LOAD CAPACITY - PSF 148' MAX. � w DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS TESTED FRAME WIDTH co o STAND ALONE SINGLE SIDELITES (SEE NOTE BELOW) HEAD do SILL ANCHORS to I N SIDELITE SIDELITE WITHOUT SIDELITE SIDELITE WITHOUT WITH AT STILE ENDS Z FRAME FRAME FRAME FRAME CLUSTER OF (4) AT 3 O.C. WIDTH HEIGHT J REINFORCING WIDTH HEIGHT REINFORCING REINFORCING 6* (4) ANCHORS - 0 zd _ AT HEAD/SILL 12" (� W I INCHES INCHES EXT.(+) INT.(-) INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) 24 70.0 75.024 70.0 75.0 70.0 75.0 5- MAX. 3- Ix 30 70.0 75.0 30 70.0 75.0 70.0 75.0 HEAD/SILL T1'P. HEAD F IF /� SILL - 0 dMU36 82 70.0 75.0 36 82 70.0 75.0 70.0 75.0 CORNERS { �� '� �� /i CL 37 70.0 75.0 37 70.0 75.0 70.0 75.0 ` O F LL 42 •61.7 66.1 42 61.7 66.1 61.7 66.1 i� v t / I I 24 70.0 75.0 24 70.0 75.0 70.0 75.0 30 70.0 75.0 30 70.0 75.0 70.0 75.0 I I I I 1 1 O Q Q o 36 86 70.0 -75.0 36 86 70.0 75.0 70.0` 75.0 -il II / i 1 \ Q °�r` C N 37 70.0 75.0 37 70.0 75.0 70.0 75.0 --- It--- ---,i�1T--- I I \ -3d 42 61.7 66.1 42 61.7 66.1 61.7 66.1 II I 11 E 1 1 \ LL z IA 24 70.0 75.0 24 70.0 75.0 70.0 75.0 it 30 92 69.8 69.8 30 92 69.8 69.8 70.0 75.0 tE I I / \ - IL 36 64.1 64.1 36 64.1 64.1 70.0 75.0 37 63.3 63.3 37 63.3 63.3 70.0 75.0 W t \ ,�, Ln � N 24 63.3 63.3 24 63.3 63.3 70.0 75.0 1. O 11i/ I I�/ I I M �/ o �/ (� o 00 }I II �/ 11 ,/ J ,/ N J N 30 57.8 57.8 30 57.8 57.8 70.0 75.0 co I( I f 1 1 J 98 98 rn o __JL___-- --__lf1 I J 11 36 53.1 53.1 36 53.1 53.1 70.0 75.0 I�il =_--" ---- \----tt----- I 1 op 37 52.4 52.4 37 52.4 52.4 70.0 75.0- '3 5.0` REINFORCING AS READ. 11 \ 11 LO K OPA1110 S a ~ �••.?' II _ I 1 OR/#2 • •tal •• 0000•• SEE CHART / 11 1i\ I I (0 TFN 1 S 0 ) ••• (n 9t. �•aO • •• 11 11 1 1 SE SHEET .1 ... � r II II \ 11 F DESCRI 10 �' 3 m 0000•• 11 II \ I I ••• • t0 •N • • 1 " ' \ I I / •• 40 Q O�•01 0000.0 I I • • J p'e� 44I I •• • Z 3.5 0000• INACTIVE 1 1 ACTIVE ••0 •ry 3 Z0.0 N ••••• L �� • •co •• o 0000•• ,,� •ti .�j WP.00W J 39-3/4- MAX. (SINGLE} SURFACE APPLIED' I •••••• SINGLE SIDEUTE WIDTH SIDELITE WIDTH 76" MAX. (DOUBLE) FALSE MUNTINS OR 32 3/4- 1 1 26 15/16" 26 15/16" 2 :10 z N • • • DOOR FRAME WIDTH DECORATIVE GRILL O.L OPG. D.L. OPG. D.L. OPG. `O ; • • • •••• MAY BE USED NOTE: 37" PROIIUCf REVISED • FOR DOORS CAPACITIES SEE SHEET 2. LEAF WIDTH 1�Oiltet Codow�1�I� FOR SIDELITE CAPACITIES SEE CHART ABOVE. SIDELITE FRAME WIDTH 39 3/4- MAX. (SINGLE) Aaeptlmec No 1 C, • 7 u � 3 LOWER VALUES FROM DOOR OR SIDELITE CHART MAX. 76" MAX. (DOUBLE) 6aNirafHs D�hJ�� _ WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT DOOR FRAME WIDTH t ` ° a o �O X X O) llNciriF C�M�IRt y a $ a MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 y GLASS D.L.O. DIMs. N n n „ v O D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438- c <o o $ 0 8 N O I - - - - - - R - Engr: JAVAD AHMAD o - - CML N PE 1 70592 c AN. 3538 o a NOTE: r GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0 4 2015 drawing no. AND FLORIDA BUILDING COMMISSION W12_08 DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of 9� PROPERLY SECURED 2BY WOOD BUCK o 9/16" MIN. TYPICAL ANCHORS EDGE DIST. 1 BY WOOD BUCK OR 0 THROW BOLT EDGE DIST. SEE ELEVATIONS WOOD STRUCTURE PENETRATION FOR SPACING EDGE DIST. METAL o 4: ; R SEE NOTE SHEET 1 STRUCTURE cI •. :• ..p_ p , .+ _ a •;aba � EDGE I EDGE DIST. Z �Ld Ljj LAJU La Q Q 0 � � a a a a 25 I I N o y 0 W o N U. I I of vyi N ii vii 0 ham• V 0 ryei A 33 I I 26 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS I i SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS4 FOR SPACING _ -FOR SPACING FOR SPACING- - 0 a.-FOR N C IT a3LI I j I MIAMI-DADE COUNTY APPROVED II CLIPPED MULLION I I J O J j SEE SEPARATE N A I I Q Iu I I --------- -----_--�t _ c� C? o y J � 0 (no J o g � � � cc i U G O GLAZING OPTIONS W • SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS ' N 6 elm, �•'• '•"" o a FOR SPACING •• Lw� •• _ 1 BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 3 M��, •• v % W � MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER fn W4 •• o O 0 M •••• • #. d W THEM TO THE BUILDING STRUCTURE. •• Z ••• e. cn J H X ... .$ 3 �.r,. ..... • z� N W M TYPICAL ANCHORS: SEE ELEV. FOR SPACING ••. � O "�+ W.�- • 11A_ DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) ' '�N' W �. . • ...... INTO 28Y WOOD BUCKS OR WOOD STRUCTURES • • •••••• 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY PRODUCf REVISED 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) IN tanplylar With flit FTarld% 22 In 2 1-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) Lwdl"�Codt U a 3 AacpbtfteelYo 15_06o3•I g & N W DIRECTLY INTO CONC. OR MASONRY IL'ItrMM+Date jam- m 1? 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) g a. 7A 7 1-1/4" MINrLA . EMBED INTO CONC. OR MASONRY (JAMBS) I Cadtd of 2 J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) * O 33 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") N v N lV I I p I I 26 2 INTO METAL STRUCTURES v N g o W.t\ STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ` ° < m o ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) DOOR DETAILSC.cn (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)TYPICAL EOE DISTANCE Engr: JACMLAHMAD gg N \ S INTO CONCRETE AND MASONRY = 2-1/2" MIN. pN.3538 82 n : I .v. INTO WOOD STRUCTURE = 1" MIN. drawing INTO METAL STRUCTURE - 3/4" MIN. .). V 4. Mb $ $ ;; u EDGE DIST. TYPICAL ANCHORS 1/2- MIN. SEE ELEVATIONS WOOD AT HEAD OR JAMBS SG = 0.55 MIN. g no. THROW BOLT -'7 SPACING W12—D8 CONCRETE AT HEAD, SILL OR JAMBS f c c 3000 P51 MIN. PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN. -- - — - — — — - - - - -- - - - -- - — - - - - - --- - - - - - - -- - - -- - - - - - sheet 4 of g - - 1/4- MAX. 1/4' MAX. 0 CONCEALED FLUSH BOLTS D w SHIM O LEVERS AT STILE FACE O .SHIM 0D 0 3 16Y cli TYPICAL ANCHORS •• WOOD BUCKSEE ELEV.] FOR SPACING i6 ACTIVE LEAF F Z a . 26 13 iG OL G OL N a_ 24 Lu pV N v .N 0 19 TYPICAL ANCHORS C �i a r, } 2s . SEE ELEV. w i FOR SPACING G M �i 0 daa o - _ 25 23 EXTERIOR •v o a � i9 D.L.O. Q � METAL STRUCTURE 37" MAX. J (Zy MN SEE SPEC SHEET 4 LOCK OPTIONS Q W d LEAF WIDTH /1 OR #2 39 3/4' MAX. (OPTION'2 SHOWN) SINGLE DOOR FRAME WIDTH SEE SHEET 7.1 FOR DESCRIPTION 1/4" MAX. U o J m SHIM J Ln 1/4" MAX.• t SHIM_ . C °0° CONCEALED FLUSH BOLTS E !! W V) .. 3 LEVERS AT INSIDE FACE OFSTILE CONCEALED FLUSH BOLTS 2BY WOOD B CK TYPICAL ANCHORS LEPERS AT STILE FACE OR y W n SEE ELEV""` WOOD STR CTURE •••Y FOR SPACING 16 INACTIVE LEAF ACTIVE LEAF EE NOTE EET:1 ••LL •••• • •• `'� V}I �jr-•a0••• •• 26 13 26 ... (/1.1� .•.... a 24 •.. O . . . Q .+..uY • • .. Z NAIL ri 4.� ..... g z � O ` �O 0 .. to .. M ...... a Ld 0b W . r WS ��J.f ...... • • • a 23 • ...... .' 13 2S TYPICAL ANCHORS . . • • 9 11 10 SEE ELEV. • 19 D.L.O. D.L.O. FOR SPACING LEAF WIDTH LOCK OPTION #2 EXTERIOR $ SOB LEAF WIDTH o R 3W it 41 76" MAX. v° U DOUBLE DOOR FRAME WIDTH 0 ai rc PRODVC P REVISED 2 POINT LOCK ASSEMBLY-\ 4 POINT LOCK ASSEMBLY as complying whk iht Florida Aceeplsoce No 1 -D b •i C °'� N INACTIVE LEAF ACTIVE LEAF F.tplasllss Osie Zvii10 o 0 F �• Is � camu 26 IHw111 h�irtl Csrird N _ En9r: JAVAD MMAD CML L . I _- FLA PE 70592 c r f: :} 1 AN. 538 in aS Y cu U EXTERIOR drawing no. SE W12-08 DOOR DETAILS LOCK OPTION J1 sheet 5 of 9 U01 4. w TYPICAL ANCHORS o SEE ELEVATIONS 1/4" MAX H 1/4" MAX aY i FOR SPACING a EDGE D{ST. . _ SHIM SHIM aD 3 �. 5 18Y Z nnqs� e WOOD BUCK TYPICAL ANCHORS ... SEE ELEV. ~ �+ 0- FOR FOR SPACING 16 e O M U •22 a •it Q v 4 \ �i _ v p o' � g 2 : TYPICAL ANCHORS Q Q C >i - - - — - - _ SEE ELEV. o _ o _ -FOR SPACING - - - 04 to,0- w .. v Q"g � c 14 EXTERIOR KID •'' w M 4 D.L.0. Q METAL STRUCTURE SEE SPEC SHEET 4 42" AT 86" HT. 37' AT 98" HT. MAX. SINGLE SIDELITE WIDTH t�RODUC f REYISBD U o m cotapl!Mri w ltlw 1b!FbriBs N b"ag Code Aemlltract No lS-D Loa 3 g 0 B, wM.atc11� V w M GLAZING OPTIONS 18 RE NRFOORDCING �+ SEE SHEET 1 •• 12 SMS O SEE SHEET 3 • • •• ••.••• Ix- 1/4" MAX. O AND 11 F O.C.ROM ENDS ••• N �••• •• = a' SHIM ... 5 3 ••• • 3 t�� •••••• x 6 ••• •m Q 0r`1.v� • • Q a • Z ••��ng • • sJ 16 •• ��iY' ••••• J W 16 r ••• Z ••i••• w W I 26 13 •• ��.. ••••:• j 24 �•• U �L! -i •• TYPICAL ANCHORS L_ SEE ELEV. ,a , s FOR SPACING 23 $ 14 15 25 0 9 b;llx D.L.O. 19 9 D.L.O. C �, 3 as s N z 4 4A EXTERIOR LES WIDTH 39 3/4" (SINGLE) O 2 76" (DOUBLE) coy` e cl o MAX. DOORFRAME WIDTH SIDELITE WIDTH c MAX. UNIT FRAME WIDTH N - - - N - - Engr: JA AD•MMAD CML 22 \ F CAN.1538 92 0 0 iu c t u v drawing no. •v v TYPICAL ANCHORS 5 i d 215 EDGE DIST. SEE ELEVATIONS rr �rOV - _ FOR SPACING -— SIDELITE DETAILS — - - - — — -- — - — - -- - - sheet. 6-of-9 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS w 1 E601 — DOOR FRAME HEAD/SILL 6063—T6 — o 2 E602 — FRAME COVER 6063—T6 — N 3 E603 — DOOR FRAME JAMB 6063—T6 — Z j _ 4 E604 _ SIDELITE TOP &,BOTTOM FRAME 6063-76 — 4A E626 — SIDELITE 9' BOTTOM FRAME 6063—T6 Q cv a 5 E605 - SIDELITE FRAME JAMB 6063-T6 - ^� O g v 6 E606 - SIDELITE SLIP ON JAMB 6063-T6 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - p 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - Qj h 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 p M 9 E609 - LEAF HINGE STILE 6063-T6 - 0 0 r! Q E 10 610 - LEAF LOCK STILE 6063-16 - - - - - - - - - - 0 � �� 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - O N 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - Z y d 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 6063-T6 12' LONG Q 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 14A E109 - GLAZING BEAD (7/16' LAM. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 - mi U o 16 E616 - SNAP COVER 6063-T6 - `� J � J i 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN co N Cl co 18 - AS REQD. SIDELITE MULLION REINFORCING 6063-T6 - LJ LJ 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. � F) W n 20 F61202 -- FLUSH BOLT LEVER - SULLIVAN & ASSOC. • N Ur±* ****so.••••u 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. • 22 /12 SMS AS REQD. FRAME ASSEMBLY SCREWS - - VK. • s• 23 #12 X 3/4- - HINGE INSTALLATION FASTENERS - FH SMS 30 0 0000•• 24 - - 3/8" DIA. THREADED ROD STEEL __� 25 W11323 - PILE W SZ-0rri?TRIPPING WOOL ULTRAFAB ' �_ ' • v 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM •• e 3 Z}: ••:•• 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB •• !� p•d is v •000.0 28 - - GLASS 'SPACER SILICONE FRANK LOWE RUBBER CO. ••' U Lei! J • • Wp��. 0.00•• 29 E622 FLUSH BOLT CUP NYLON - 30 OL01RC - 131ACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK J80±5 31 DL01WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 X10 X 3/4' 2/ ADAPTER FH SELF DRILLING SCREWS34 - 2/ LITE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER2/ LITE SETTING BLOCK, 1/4' X 3/4' X 4" LONG EPDM AT 6' FROM EACH END, DUROMETER " 8 C 4y N r 2 4 W L 1 U SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. PRODUC r NBVISLID C Engn JAVAD AHMAD 11+ilml � �clCMttlol 1 0 CML I co FLA. PE U 70592 o M C N. 3538 a $ i r;l wing no. EP 2015 2-08 — -- - - - - - - = - - - sheet-7 of-9 - LOCKS: �� m OEMON AL OPTION silt: N ACTIVE LEAF: AUK LEAF:° 3 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE Z (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE DELTA 690 BY 'KWIKSET"LOCATED AT 39-1/4" FROM BOTTOM - a 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON 1 AND (1) AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM C n o THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' d LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL INACTIVE LEAF: MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE ^% 0 la 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' LOCATED AT 10-5/8" FROM TOP AND BOTTOM V ti 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MSCf VVVV 0 rl HEAD AND FRAME SILL INACTIVE LEAF: 0 t Q Q °� _ THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS 0 G ' LOCK LOCATED AT 42-1/2" FROM BOTTOM _ CONCEALED FLUSH -BOLTS BY 'SULLIVAN do ASSOC. - - - - .0 $1 r 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL .0 N MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE3 d a OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LL Z t� LOCK FASTENED TO STILE WITH (2) J8-32 X 1/2" FH MS Q I II +I 1ii _ N Lfj v 000 W i U W M • • (n so LL, • I II �/ // ••• • 4 0 •••••• \ 1 \ I I '/ / \ \ '' / ••• •o 0 on in �••••i •• • 0 r-•o.••I • • �•• Z � •ulsPRODU ••••. as colOPPPyIn winith lh Florida • $ 3 Z www=ri• 16 . co ..W„0j ...... pirMMwa Dart W 12 ...•:• ACTIVE- I INACTIVE I I ACTIVE ACTIVETT INACTIVE ACTIVE �t�K s • • Cfd •• • • • �••••: • S a o O U 2 c � W Od HINGES: -.7 7 3-1/2" X 7-5/8" X A22" THK. EXTRUDED ALUM HINGE - _ - Eng: JAVAD AHMAD n a CML I m PART #FD-107 BY SULLIVAN & ASSOC. FLA. PE 70592 3 HINGES PER LEAF AAA. . '3BOTTOM HINGE AT 10-1/4" FROM BOTTOMUsi uTOP HINGE AT 11-3/4" FROM TOP rCENTER HINGE AT MIDSPAN (38" O.C. MAX.)HINGES FASTENED WITH /10 X 1" FH SMS drowing no. (5) SCREWS AT HINGE STILE W1 2-08 (6) SCREWS AT FRAME JAMB - - - - - - - — - — — r — -P r — - - - sheet 7.1 of 9 - 4.000-----11-1.750 0 394 .130 519p07800 625 l = .803 ::U.045 .803 0>50 .803 .045 1.172 4.031 1.047 1.047078 Z ocI v I� F 4.750 oO G o v Fes--2.062� 14 GLAZINGBEAD is GLA t ' IGLASS isBEAD 15 G LAZINBEAD IL 6 1 DOOR FRAME HEAD/SILL 01.5071 1.so7 4.000-+{ -1-507-.4 W o I p&'a a 7 LEAF 'TOP/BOTTOM RAIL 0 ca ono 0 '•I2s Q 3 � � 4.719 078 4.781 3.719 .078 Q Z q � YI d 078 1.750 1.507 8.250 1.500 vJ 7.531 in F 312 o J .1 4.000 gau v 00 _Tl9 LEAF HINGE STILE 062 FROMIC f IR EVISM u toluply),ty with Iht Florida •.•M.r LLJ u. �1.750- .507-1 5.344 �nR C'T'S � }4.000 8 LEAF W'STRIP ADAPTER F ``paIS-_42A"' cs O � .094 �s�., •; � 3 �h� ;...:; SIDELITE TOP & BOTTOM FRAME MceCrw�d,• $ p o • 1.750 I I .442 •• Z 0 0.0 0 2.081 1.507 I6- �i .312 0 0 1.750 ... b 3 3 e•,� •...• . 329 .• i � 000000 v.078078 7a 9" BOTTOM RAIL 2 1.584 p 60 • W �.�. ...... 10 LEAF LOCK STILE 1.507 LEAF ALIGNMENT BRACKET 1.812 � �{.750� • 0000•• II 281 •• • • z FRAME COVER 5.344 : .078 375 f--.687 'a _ A f I� T U1 N UI (eIF 2.081 .125 125 050 1.197 1.507 1.750 1.574 3.781 3.719 !II 078 NI fill 11 4.000 LEAF CLAMP 1s SNAP COVER LEAF ASTRAGAL STILE 9.600 HINGE BACK-UP PLATE 8.281 0 °i .d N N 1.500 1.500 1.250 r to a o 0 8 .625 .719 •719 SIDELITE MULLION REINFORCING v c° < m u - .078 - - Engr. JAVAD MMAD n o _o CML j m 4.000 4.000 FIA. PE 70592 0 1.625 4.188 C.A.N. 538 e 078Ls-A 0 r 2.097 v v u 1,507 Fes-4.000- .1078- ' 78 AEO1 20'1J• drawing no. sW12-08 -3 = DOOR FRAME JAMB - --SIDELITE -FRAME-JAMB - - SIDELITE-9" BOTTOM-FRAME - 6 SIDELITE -SLIP ON JAMB - - - - sheet 8 of 9 0 22 22 00 o . 22 � N Z ° a LLI cl IL FE j 04-28 a iFS In F I f in C> (n co U W DOOR FRAME CORNER H �••.. W... 0000.. `. �Ep 9 •` kA SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER •• p C) �••..� p �.•. .. .,J Z ��J.•� 00090 Q 3r.0 colZ ..M. 000.0.9 •• iD fY.M •0000• F 0. 4 " -W._j 0 • V) W • .090.• . 000.0• monuc r miseo •• •• • astospVlesrrlth the Flo"Awepbwm NO .1 S7L _n La> ` � 7 19 � Uo 2 ckUd a ql 1 r 1� rn 111 1 \�Ijly 4) i 11�-� 111 �✓' pj n h of O O N O N C a m y N •_ Engr: JAVAD AMW x t ML 1 FLA. 70592 0 M CA. . 3538 51 5F ; 2015 drawing no. w12-o8 -LEAF CORNER - _ _ — sheet -9 of g _ I_ - I 1.608 2.688 WINDOW WIDTH N .062 � I 500 FALSE MUNTINS O.L. OPG. Z 3 769 (SURFACE APPLIED) 1.813rz T_.875 .--� OPTIONAL A ! 8 k a _[n 1.0 2.611 3 `° tr s f N 0 .062 {i � � V _ I FLUSH FRAME ADAPTER 01 }�—2.750 I I Q( c II It Q �t FRAME HEAD/SILL/JAMBCy o 4 II fl Qd <pg - � .750 � 81 FU.ao F2 II� II fl NN y t7 �_ x IL W F .050-4- J !1 II 0 GLAZING BEAD z u n II II 11 •••• •3 ••'•W ' II II ••••M W375 II II �••• •� v �••••� • —1!-----�I-- ••• ? �•• ••••• .050 i I I I •... it I • O3 ANCHOR COVER • O o'`i uwi ....:. 6• MAX. 12" MAX. o ?�z•_ • CORNERS HEAD/SILL 0 't 8 I V —0 - c��. W rn� � TYPICAL ELEVATION ECO—GUARD SERIES-300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER L 2 CHARTS SHOWN ON SHEETS 2. - GLASS D.L.O. DIMS. v o rc a APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE o D.L.O. HEIGHT WINDOW HEIGHT — 3.625" o m o COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER D.L.O. WIDTH = WINDOW WIDTH -- 3.625" a ti WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. °C _ LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM, - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m is o 0 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING-HIGH VELOCITY ` < m o HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 4 LOADS TO THE STRUCTURE. _ THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Eng►: AD AHMAD PRODUCT REVISED i m ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CIVIL N L as complying withtha F7o"rldll P a EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. CAM. x°592 1juildingCode �5"0212.10 � Acceptance No ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE po NOT PART OF THIS APPROVAL. Lx walion Date wl $ [��5 j A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. By MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 10 2015 Miami ade ucl drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W09—ZQ - - REQUIREMENTS OF THE FLORIDA BLDG.-CODE.. - -- -- -- - - _ - - - - sheet 1 of 5 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 8 3/16" ANN. GLASS 3/16" HEAT STREN'D. GLASS WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WINDOW DIMS. CLASS TYPE 'C' GLASS TYPE 'D' � N WIDTH (w) LENGTH (L) EXT.(+) INT.(-) ExT.(+) INT.(-) WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) 1NT.(-) rn . 090" Interlayer 090" Interloyer O Butocite PVB SentryGlas 24" 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 O j 6Y 'Kuraroy_Americo, Inc.' By 'Kuroroy America, Inc.' 30' - 75.0 80.0 80.0 90.0 37' 26" 75.0 80.0 80.0 90.0 J zd 3/16' ANN. GLASS 3/16" HEAT STREN'D. GLASS 36" 75.0 80.0 80.0 90.0 53-1/8" 75.0 50.0 80.0 90.0 42" " 75.0 80.0 80.0 1 90.0 74" 75.0 80.0 80.0 1 90.0 O O SILICONE SILICONE 48` 75.0 80.0 80.0 90.0 26-1/2' 75.0 8D.0 80.0 90.0 0 v DOW CORNING 899 DOW CORNING 899 IL GE SCS 2000 GE SCS 2000 54' 75.0 80.0 80.0 90.0 37' 38-3/8. 75.0 80.0 80.0 90.0 Ix p LL z as i Co 60' 75.0 80.0 80.0 90.0 53-1/8' 75.0 80.0 80.0 90.0 0 �j r I I I! I 68" 75.0 80.0 80.0 90.0 74" 75.0 80.0 80.0 90.0 V p • I I ` 4 i� I p 72" 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 4 off+ II Ij 5 ,rn II Ij 5 �� Q Q li !j AT 1/4 POINTS AT 1/4 POINTS 24' - 75.0 -80.0- 80.0 - -90.0 - 37" 50-5/8"- 75.0 80.0 80.0 90.0 0 - - - - - ii 98 ON LITES WIDER ij jj 8 ON LITES WIDER 30" 75.0 80.0 80.0 90.0 53-1/8 71.3 76.0 80.0 90.0 THAN 36" ONLY A 11 THAN 36" ONLY 36" 75.0 80.0 80.0 90.0 74' 71.3 73.1 80.0 90.0 3 g rn iLL x w= o 42" 48' 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 9D.0 03 48' 75.0 80.0 80.0 90.0 37' 63" 75.0 80.0 80.0 90.0 1 Q �+ #8 X 1-1/4" SMS 18 X 1-1/4" SUS 54" 75.0 80.0 80.0 90.0 53-1/8" 67.9 72.5 80.0 90.0 AT 3-1/2- FROM ENDS AT 3-1/2' FROM ENDS so' 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 r. AND 10" O.C. MAX. AND 10" O.C. MAX. -1 .•••••N 66' 75.0 80.0 80.0 90.0 37" 76' 75.0 80.0 80.0 90.0 GLASS TYPE C GLASS TYPE 'D 72' 1 75.0 76.6 80.0 90.0 53-1/8' 67.9 ses 80.0 90.0 . J .. :4,0 � • • GLAZING OPTIONS 24" 75.0 80.0 80.0 90.0 •••• •.. .8 ..••;• 30" 75.0 80.0 80.0 90.0 V) 36" 75.0 80.0 80.0 90.0 W •••• La "••.'a •••••• 42" S0. 75.0 80.0 80.0 90.0 �� •••• • •• • • • • 48' 75.0 80.0 80.0 90.0 • � •• � ••••• 54 66.8 71.3 60.0 90.0 .... In •• 60' 60.2 64.2 80.0 90.0 L • I 3i �p r- A ...... 66' 60:2 64.280.0 90.0 /� • He d� «i �••••� �•4 • • • W. WIDTH 72' 60.2 64.2 80.0 90.0 J % •• Yn' J• WINDOW WIDTH WINDOW WIDTH 3�`' r 24" 75.0 80.0 60.0 90.0 ,O i- - -, A 30" 75.0 80.0 80.0 90.0 3I36" 75.0 80.0 80.0 90.0 042" 72" 75.0 80.0 80.0 80.0 ILI 02WE) ..!r48 75.0 76.6 80.0 90.0 3 I I 3I z 54" 66.8 71.3 80.0 90.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED L - - J 60' 60.2 64.2 80.0 90.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 24" 75.0 80.0 80.0 90.0 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 30' 75.0 80.0 80.0 90.0 c to + CU N O N 38' �" 75.0. 80.0 80.0 90.0 o M o 0 0 42" 70.0 70.0 80.0 90.0 48' 65.6 65.6 80.0 90.0 N T z j 54' 64.3 64.3 80.0 90.0 & 24' 75.0 80.0 80.0 90.0 3 3 3 W. WIDTH 30" 75.0 80.0 80.0 9D.0 c y n n L J, - 75.0 76.2 Bo.o 90.0 NOTE: N o r , 42" 64.8 64.6 80.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE < m o WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH I I 48' 59.9 59.9 80.0 9D.o BASED ON ASTM E1300-09 (3 SEC. GUSTS). . 24" 75.0 80.0 80.0 90.0 ' r -` - �+ M11 3 !i 30" 75.0 80.0 80.0 90.0 Engr. JAVAD AHMAD108" PRODIJC7RBVISIED J36" 74.5 74.5 80.0 90.0 FlA AML X92as complying with the Flod&42" 61.5 s1.5 80.0 90.0 C.A.N. Building Code 3 33 AcceplanceNo (�� t5• �� p L J 24" 75.0 80.0 80.0 90.0 Sx iralion Date* j i 30' 120" 75.0 80.0 80.0 90.0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 36" 74.5 74.5 80.0 90.0 mvyct"adect drowing no. VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS JU 1 2015 SHOWN IN DOTTED=LINES AND-OBTAINING ALLOWABLE LOADS_FROM THOSE_SHAPES. _ W�9-2� _ sheet 2 of 5 1 By TYPICAL ANCHORS •t y 8 SEE ELEV. FOR SPACING METAL TYPICAL ANCHORS 2 D BUCK v WOOD BUCK STRUCTURE SEES ELEV. FOR SPACING OR �� o 14 MIAMI—DADE COUNTY APPROVED WOOD SF RE I a a .' •., o. n Q . a o. MULLION & MULLION ANCHORS e a 4 • " , a • • _•. •. SEE SEPARATE NOA Z ! O O Psi U JUL-il I;Ilan 11 a tt In a Q TYPICAL ANCHORS TYPICAL ANCHORS ago LL- - - SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING Q .0 I vj j! i; JGmQ • it I! �i WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS: SEE ELEV. FOR SPACING !i i! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) J.'•••� !i ! AND TRANSFER THEM TO THE BUILDING STRUCTURE. '•'• •••••• INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •.•• --I •• •� i! 1-1/2" MIN. PENETRATION INTO WOOD .' •I 0000 !i i -THRU 1 BY BUCKS INTO CONC. OR MASONRY WOE: d ;••• ii 1-1/4" MIN. EMBED INTO CONC. OR MASONRY �•..•: - ... :E DIRECTLY INTO CONC. OR MASONRY ••;• 00 J` 00:00' 0 i! !� 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o r •••••• W $ W ! i 8 3 �M .• 3 W #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) • GQ1 O rl $ c; :4� � INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/S'I•• Z INTO METAL STRUCTURES cl 3 z� !! !! STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) !i !� ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) o U �w (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) `8 W li li ii ii TYPICAL EDGE DISTANCE !i !i INTO CONCRETE AND MASONRY = 2-1/2" MIN. !i !i INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. A 3 II II !j !� WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. ° € o !I !I CONCRETE AT HEAD, SILL OR-JAMBS Vc — 3000 PSI MIN. _< a 4 0 !! !! C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 1500 PSI MIN. y i! i! :I :I z !i ii SEALANT: " ii ji 3 oom � R ALL JOINTS AND FRAME CONNECTIONS SEALED WITH R o 013 :I :I JOINT SEALER. o � � , N _ I I }.:- —'� • aa. En r: JJLAVNAD AHMAD lRODUCTodREVISED CML as complying with Ov0F 7lo1r5ia Qa FLAC2 building C° 538:a .1Q 705 "dI [ os ,• - I Acceptance Expiration Date ! 0 8 y aB_ I s y z v e I " 1 I TYPICAL ANCHORS Miami ado P[�odud' Browing no. TYPICAL ANCHORS +. SEE ELEV. FOR SPACING 1 Blf SEE ELEV. ��f 2 e WOOD BUCK FOR SPACING ,U� ZQ��1 09—GO -- -- sheet 3 of 5 ITEM # PART 0 READ. DESCRIPTION MATERIAL MANP./SUPPLffiR/REMARKS u v W - 1 FY301 2 FRAME HEAD/SILL/JAMB 6063-T6 - 0 N 2 FY302 AS REOD. GLAZING BEAD- 7/16" GLASS 6063-T6 - I 3 FY303 AS READ. ANCHOR COVER 6063-75 - THK.ALUM STRAP 6 O n 4 E203 AS READ. GLAZING BEAD BULB NEOPRENE ULTRAFAB 6 J 5 FL.B-50 1 GLASS SPACER - 1/8' HIGH SILICONE FRANK LOWE g 6 010 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS 0 7 FY12 -- FLUSH FRAME ADAPTER 6063-T6 OPTIONAL Q. 0 _ 6 - 2/ LITE ISETTING BLOCK EPDM DUROMETER 8515 SHORE A Q; a i oa o. a 3� � LLI z WELDED JOINTS j J�•..•o J ....� ..•... MIAMI—DADE COUNTY ••' • �~•• •.� •..•i• APPROVED MULLION RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MrrER CORNERS •••• SEE SEPARATE NOA TYPICAL ANCHORS ••• •M Lu . :•••• SEE ELEV. FOR SPACING �•*00* • s CORNER DETAILS •"• �� •. ...., .... (A M6d• •,••• „ , o _ O C) CO a - - - -- - - --- -- -- O �J• I � :._.._.._.:_:.-.._.._.: _ w 7� TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH 1/4" MAX 1/4' MAX. SHIM w N w 1/4' MAX. O SHIMS TYPICAL ANCHORS C n SHIM SEE ELEV. TYPICAL ANCHORS W �` o FOR SPACING SEE ELEV. c FOR SPACING 3 U — v rp METAL C STRUCTURE "a > _._.-._._._._._._._._._._.-._._._ WOOD 8 K R PRODUCT'REVISED M WOOD STRUCTU - � � - - -- - '� y Engr: JAVMLAHMAO - FLA. 70592 P9 complying with the Florida _ ° C A Building Code o 1 BY Acceplance No 1:2Z11;.z~o o 2 EXTERIOR P WOOD BUCKs Lx irationDaielq By D.L. OPG. Mi i ade Produce drowing no. 10 2015 W09-20 WINDOW WIDTH - - _ — - - � -- - - --- - - - - - sheet 4of 5 METAL STRUCTURE N TYPICAL ANCHORS TYPICAL ANCHORS MIAMI—DADE COUNTY APPROVED I SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS o ►' " I SEE SEPARATE NDA ?+ ti 3 A o G` � . : a . Nm IL m O d � p O n� ALT. g& Q o D TYPICAL ANCHORS SEE ELEV. FOR SPACING Z v) s Q 0W •••• N _j � O � v • •• • o •N� •.•••• to la! M • © . •••�• 1/4" MAX. �••• Z�? � i•.... SHIMS ALT. z :o • • eW rn� ' e Li t7i s I 4 '4 K e 4 p TYPICAL ANCHORS r, W WQ W SEE ELEV. FOR SPACING 4 H u U � U O O O z z 2 ' e e . ALT. is < moo INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Eng►: JAVAD AHMAD PRODUCT REVISED _ CML n o as complying with dw Florida `i ev FLA. # 70592. building Code C AP # 8 Acceptance No 15'O s o' Lgx station Data f R p > 0 7 9' n • I ripiCAL ANCHORS J 0 2415 MintaiProduct drawing no. SEE ELEV. FOR SPACING W09--20 - - — - - - - - - - - - - — - r - - - sheet 5 of 5 - - r Miami ShoresVillage g • �` �� Buildin Department AUG .,O g P 4 zor� ` 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 W -t-1 INSPECTION LINE PHONE NUMBER:(305)762-4949 S�l FBC 2011 BUILDING Master Permit No.��_ �� -Iaa3 PERMIT APPLICATION Sub Permit No. r7iBUILDING ❑ELECTRIC ROOFING REVISION EXTENSION RENEWAL M PLUMBING ❑MECHANICAL PUBLIC WORKS [_] CHANGE OF []CANCELLATION M SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ! p_; 1CY2_ ez-r City: Miami Shores County: Miami Dade Zig): Folio/Parcel#: k% Is the Building Historically Designated.Yes NO Occupancy type: Load: Construction Type: Flood Zone: BFE: FFE: � Y1ACin V►1 aVl�ttvA OWNER: Name(Fee Simple Titleholder): W V L 1r1A hone#: I 1+ t03 4 410 Address: 4x') V�_ cG;'> -5m City: !✓\%d✓xl State: '-L Zip: 75,5 %7` Tenant/Lessee Name: Phone#(a54)-60 Say: Email: 30r��10Q0�3P1 CONTRACTOR:Company Name: Phone#: ('n 5y0 Address: i t e*3 i by- city: State: Zip: 5 Qualifier Name: e0MLY;�-Z) 11jf9r'?_'0 State Certification or Registration#: 4:C:4C_- Certificate of Competency#: DESIGNER:Architect/Engineer. Phone#: Address: City: State: Zip: Value of Work forthis Permit:$ X e89' '40.000 Square/Linear Footage of Work: X 3 t 4G Sr Type of Work: ❑ Addition Q Alteration E] New ,❑ Repair/.Replace E] Demolition Description of Work: k 1VVQZ509-- 1 77 U-:)\0't0UJ5F uit� V-- Q0G� IJEv_) Specify color of color thru tile: u Submittal Fee$ Permit Fee$ 2, 100- CADCCF$ T2. 00 CO/CC$ r. Scanning Fee$ _ ' Radon Fee$ 9-1• UZ Dwit$ 3\• SO Notary$ )ET Technology Fee$ -Training/Education Fee$ 04 -op Double Fee$ Structural Reviews$ 123- CSO ( 0.0Z) Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) ow�r3SSC), OQ> Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address J City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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: 1 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 Signature - '�- 9 OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Zra day of20 1-4 ,by 25 day of 20 1-3 by iEr�G•CytkhJ A ,who is personally known to kZsito�_rQ 'vrapA. ,who is personally known to me or who has produced k•-kc-Osr as me or who has produced by as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC Sign: Sign: Print: P—iCAt e Print: jZlC�1 vt 4.14A'Y.Pl1�, Ricardo Dominguez ,,.` �r,,, Ricardo omingu Seal: aq' , Commission FF958686 Seal: r �� Commission# FF958686 =" `' _* = Expires:February 8,2020 �: :.xpires:February 8 2020 Aaron Notary �� '� Bonded th u Aaron Notary '% ale' Bonded thru qpttOf tP\O ilii####i#i#####iliiiiiii#####i#iiii#�*#i####iiiii##i#ilii#iiia######i APPROVED BY �r' Plans Examiner Zoning } Structural Review Clerk (Revsed02tMA014) / A. Settlement Statement U.S.Department of Housing O.MB No.2502-0265 and Urban Development B.Type of Loan I. ❑ FHA 2. ❑FmHA 3. ❑Conv Unins 6.File Number 7.Loan Number 8.Mortgage Ins Case Number 4. ❑VA 5. ❑Conv Ins. 6. ❑Seller Finance 17-0303 C.Note: This form is furnished to give you a statement of actual settlement costs. Amounts paid to and by the settlement agent are shown. Items marked "( .o.c.)"were paid outside the closinu;they are shown here for informational purposes and are not included in the totals. D.Name&Address of Borrower E.Name&Address of Seller F.Name&Address of Lender I Browsing4housing LLC,a Florida limited liability Lucille Clum CASH TRANSACTION company 9413 Aston Gardens Ct.#101 600 NE 53 Street Parkland,FL 33076 Miami,FL 33137 G.Property Location H.Settlement Agent Name 1 The Bauer Law Office P.A. Lot 6 Blk 3 Miami Shores Bay Pk 12000 Biscayne Blvd.,Suite 221 1430 NE 102 St North Miami,FL 33181 Tax ID:47-3533172 Miami,FL 33138 Underwritten By:Old Republic Place of Settlement I.Settlement Dale The Bauer Law Office P.A. 7118/2017 12000 Biscayne Blvd.,Salle 221 Fund: North Miami,FL 33181 I Summary of Borrower's Transaction K.Summary of Seller's Transaction 100.Gross Amount Due from Borrower 400.Gross Amount Dae to Seller 101. Contract Sales Price $675,000.00 401. Contract Sales Price $675,000.00 102. Personal Property 402. Personal Property 103. Settlement Charges to borrower $4,968.50 403. 104. 404, 105. 405. Adjustments for items paid by seller in advance Adjustments for items paid by seller in advance 106, Property Taxes 406, Property Taxes 107. Non-Ad Valorem Tax 07/19/17 lhru 09/30,17 $146.07 407. Non-Ad Valorem Tax 07/19!17 thru 09!30/17 5746.07 108, HOA/COA 408. HOA/CO.A 109, Special Assessment 409. Special Assessment 110. Other 410. Other 111, Other 411. Other 112. 412. 113. 413. 114, 414. 115. 415. 116. 416. 120.Gross Amount Due From Borrower $680,114.57 420. Gross Amount Due to Seller $675,146.07 200.Amounts Paid By Or in Behalf Of Borrower 500.Reductions in Amount Due to Seller 20). Deposit or earnest money $66,100.00 501. Excess Deposit 202. Principal amount of new loan(s) 502. Settlement Charges to Seller(line 1400) $45,970.00 203. Existing loan(s)taken subject to 503. Existing Loan(s)Taken Subject to 204. Loan Amount 2nd Lien 504. Payoff of first mortgage to loan 205. 505. Payoffofsecond mort Daae loan to 206. 506, 207. 507. los. 508. 209. 509. Adjustments for items unpaid by seller Adjustments for items unpaid by seller 210. Property Taxes 01/01117thru 07/18/17 $2,562.25 510. Property Taxes 01/01/17 thin 07/18/17 S2,562.25 211. Non-Ad Valorem Tax 511. Non-Ad Valorem Tax 212. HOA/COA 512. HOA!COA 213. Special Assessment 513, Special Assessment 214. Other 514. Other 215. Other 515. Other 216. 516. 217. 517. 218. 518. 219. 519. - 220.Total Paid By/For Borrower $68,662.25 520.Total Reduction Amount Due Seller 548,532.25 300.Cash At Settlement From/To Borrower 600.Crush Al Settlement To/From Seller 301.Gross Amount due from borrower(line 120) $680,114.57 601.Gross Amount due to seller(line 420) $675,146.07 302.Less amounts paid by!for borrower(line 220) $68,662.25 602.Less reductions in amt.due seller(line 520) $48,532.25 303.Cash From Borrower $611,452.32 603.Cash To Seller t $626,613.82 Section 5 of the Real Estate Settlement Procedures Act(RESPA) requires the Section 4(a)of RESPA mandates that HUD develop and prescribe this standard form following: •HUD must develop a Speeial Information Booklet to help persons to be used it the time of loan settlement to provide full disclosure of all charges ' borrowing money to finance the purchase of residential real estate to better imposed upon the borrower and seller. These are third parry disclosures that are understand the nature and costs of real estate settlement services; designed to provide the borrower with pertinent information during the settlement •Each lender must provide the booklet to all applicants from whom it receives or for process in order to be a better shopper, whom it prepares a written application to bonow money to finance the purchase of The Public Reporting Burden for this collection of information is estimated to residential real estate: •Lenders must prepare and distribute with the Booklet a average one hour per response• including the time for reviewing instructions Good Faith Estimate of the settlement costs that the borrower is likely to incur in searching existing data sources,gathering and maintaining the data needed,aid connection with the settlement. These disclosures are mandatory. completing and reviewing the collection of information. This agency may not collect this information,and you are not required to complete this form,unless it displays a currently valid O:'NB control number. The information requested does not lend itself to confidentiality. i Previous Editions are Obsolete Page I form HUD-1(3/86) Handbook 4305.2 File No.17-0303 ' L. Settlement Charges 700. Total Sales/Broker's Commission based on price $675,000-00 @6% _$40,500.00 Paid From Paid From ' Division of Commission(line 700)as follows: Borrower's Sellers 701. 520,250.00 to Keller Williams Realty Boca Raton Funds at Funds at 702. 520,250.00 to Florida Capital Really Settlement Settlement 703. Commission Paid at Settlement $0.00 540,500.00 800. Items Payable in Conneclim,with Loan 801. Loan Origination Fee % to 802. Loan Discount % to 803. Appraisal Fee to 804. Credit Report to 805. Lender's Inspection Fee to 806. Mortgage Insurance Application to 807. Assumption Fee to 900. Items Required by Lender To Be Paid in Advance 901. Interest from 7/182017 to 8/1/2017 a SO/day 902. Mortgage Insurance Premium for months to 903. Hazard Insurance Premium for years to 1000.Reserves Deposited With Lender 1001.Hazard insurance months« per month 1002.Mortgage insurance months @ per month 1003.Property Taxes months r @ per month 1004.Non-Ad Valorem Tax months @ per month I 1005.HOA/COA months r Q per month 1006.Special Assessment months @ per month 1007.Other months @ per month 1008.Other months @ per month 1011.Aggregate Adjustment 1100. TitleCharges 1101.Settlement or closing fee to Bauer Law Office P.A. $750.00 1102.Abstract or title search to Attorneys'Title Fund Services,LLC S125.00 1103.Title examination to 1104.Title insurance binder to 1105.Document preparation to Law Offices of Sulzberger&Sulzberger $1,000.00 1106,Notary fees to 1107.Attorney's fees to Benhayoun Law Firm $750.00 (includes above items numbers: ) 4�; x:a 1108"Title insurance to Bauer Law Office P.A. $3,450-00 (includes above items numbers: ) •,ta -%,. ..�,; 1109. Lenders coverage 50.001S0.00. 'Whiz, - 1110. Owner's coverage 5675,000.00/53,450.00 c : a Q 1111. Escrow fee to 1112. Wire/Courier Fee to Law Offices of Sulzberger&Sulzberger $0.00 $25.00 1200. Government Recording and Transfer Charges 1201. Recording Fees Decd 518.50:Mortgagor :Rcl to Clerk of Court $18.50 1202. City/county taxlstamps Deed :Mortgage to 1203. State tax/stamps Decd$7,050-00:Mortgage to Clerk of Cant $4,050.00 1204. Tax certificates to 1205. Courier/Messenger Fee to 1300. Additional Settlement Charges 1301. Survey to PropLogix POC$375.00 1302. Municipal Lien Search to Lien One $170.00 1303. Water Final Bill-Escrow to Miami Dade Water&Sewer Utilities 5700.00 1400.Total Settlement Charges(enter on lines 103,Section J and 502,Section K) $4,96850 $45,970.00 1 have carefully reviewed the HUD-I Settlement Statement and to the best of my knowledge and belief,it is a true and accurate statement of all receipts and disbursements made on my account or by me in this transaction. I further certify that 1 have received a completed copy of pages I,2 and 3 of this HUD-I Settlement Statement. Browsing4housing LLC,a Florida limited liability company Lucille Clum By:Ign cio Uuava,Manager SETTLEMENT AGENT CERTIFICATION The HUD-1 Settlement Statement which I have prepared is a Cue and accurate account 2p�w the funds to be disbursed in accordanC� - / /7 S ment Agent Date Warning:It is a trine to knowingly make false statements to the United States on this or any other similar futm. Penalties upon conviction can include a fine and imprisonment. For details see:Title 18 U.S.Code Section 1001 and Section 1010. Previous Editions are Obsolete Page 3 form HUD-I(3/86) Handbook 43052 1 Electronic Articles of Organization L17000075802 FILED 8:00 AM For April 04 2017 Florida Limited Liability Company sec. Of State jafason Article I The name of the Limited Liability Company is: BROWSING4HOUSING LLC Article II The street address of the principal office of the Limited Liability Company is: 600 NE 53RD STREET MIAMI, FL. 33137 The mailing address of the Limited Liability Company is: 600 NE 53RD STREET MIAMI, FL. 33137 Article III Other provisions, if any: ANY AND ALL LAWFUL BUSINESS Article IV The name and Florida street address of the registered agent is: IGNACIO VILLANUEVA 600 NE 53RD STREET MIAMI, FL. 33137 Having been named as registered agent and to accept service of process for the above stated limited liability company at the place designated in this certificate, I hereby accept the appointment as registered agent and agree to act in this capacity. I further agree to comply with the provisions of all statutes relating to the proper and complete performance of my duties, and I am familiar with and accept the obligations of my position as registered agent. Registered Agent Signature: IGNACIO VILLANUEVA Article V FLED 8 00 AM The name and address ofperson(s) authorized to manage LLC: April 04 2017 Title: MGR Sec. Of 15tate IGNACIO VILLANUEVA jafason 600 NE 53RD STREET MIAMI, FL. 33137 Signature of member or an authorized representative Electronic Signature: ABRAHAM BENHAYOUN I am the member or authorized representative submitting these Articles of Organization and affirm that the facts stated herein are true. I am aware that false information submitted in a document to the Department of State constitutes a third degree felony as provided for in s.817.155, F.S. I understand the requirement to file an annual report between January 1 st and May 1 st in the calendar year following formation of the LLC and every year thereafter to maintain "active" status. SHORE AVG 932 Miami shores Village ' sell "NIB � Building Department b,, ''4 10050 N.E.2nd Avenue F�ORIDp' Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 Notice to Owner - Workers' Compensation Insurance Exemption ... .......... . ... . .. .. .... Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if- 1. f:1. The officer owns at least 10 percent of the stock of the corporation, or.in the case of ' an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida r Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this 23(d day of QC O)CC r 20 17 . By_1QY1QCIb \(' I IG►pUVa who is personally known to me or has produced I U 1 �%ve , 11 'e as identification. ,,0.+:Pyr; YANADYPRIEro MY COMMISSION#FF 214031 Notary: a. EXPIRES:March 25,2019 Bonded Thru Notary Public Underwriters SEAL: 1 Permit Na: R£-8-17-1993 Miami Shores VillagePermit Type:Residential Construction 10050 N.E.2nd Avenue NE ' 11 ' Work Classitrcetion:Addition/Alteration Miami Shores,FL 33138-0000P er, Permit Status. APPROVED Phone: (305)795-2204 FLORIDA Issue Date: 10/23/2017 Expiration: 04121/2018 Project Address Parcel Number Applicant 1430 NE 102 Street 1132050240230 BROWSING 4 HOUSING LLC Miami Shores, FL Block: Lot: Owner Information Address Phone Cell BROWSING 4 HOUSING LLC 1430 NE 102 Street (917)703-6010 . MIAMI SHORES FL 33138- i 1430 NE 102 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 70,000.00 VEPCCO CONSTRUCTION&MANAGE (954)980-5786 �, .... , ..,... .,w.. .... ,, Total Sq Feet: 3146 Approved: In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review. Final PE Certification Date Denied: Type of Construction:INTERIOR RENOVATION NEW WIN Occupancy: DrywallMiscellaneous Stories: Exterior: Window Door Attachment Front Setback: Rear Setback: Tie Beam Left Setback: Right Setback: Final Bedrooms: Bathrooms: Framing Plans Submitted:Yes Certificate Status: Insulation Certificate Date: Additional Info: INTERIOR RENOVATION NEW WIN Truss Insp Bond Return: Classification:Residential Columns Foundation Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Window and Door Buck Bond Type-Owners Bond $500.00 Fill Cells Columns CCF Invoice# RC-10-17-65425 Wire Lathe $42.00 10/23/2017 Credit Card $550.00 CO/CC Fee $50.00 $0.00 Review Electrical DBPR Fee $31.50 Bond#:3536 Review Electrical DCA Fee $21.00 Invoice# RC-8-17-64789 Review Building Education Surcharge $14.00 10/03/2017 Credit Card $2,343.50 $200.00 Review Building Permit Fee $2,100.00 Review Building 08/04/2017 Credit Card $200.00 $0.00 Plan Review Fee(Engineer) $120.00 Review Structural Plan Review Fee(Engineer) $120.00 1 Bond#:3536 Review Structural Scanning Fee $39.00 Review Mechanical Technology Fee $56.00 Review Plumbing. Total: $3,093.50 Review Plumbing F.Termite Letter F.Elevation Certificate Review Planning Declaration of Use 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 authorize the above-named contractor to do the work stated. October 23,2017 1 Permit ivo. RC-8-17-1993 Miami Shores Village t Permit Type. Residential Construction 10050 N.E.2nd Avenue NEWork Classification,Add ition/Alteration Miami Shores,FL 33138-0000 Peril 'i Phone: (305)795-2204 Permit Status:APPROVED ORIV issue Date- 1.012312017 F Expiration: 04/21/2018 M Project Address Parcel Number Applicant 1430 NE 102 Street 1132050240230 Miami Shores, FL Block: Lot: BROWSING 4 HOUSING LLC I — — W*M00M0MM0WNMMM� . . I Owner Information Address Phone Cell BROWSING 4 HOUSING LLC 1430 NE 102 Street (917)703-6010 MIAMI SHORES FL 33138- 1430 NE 102 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone VEPCCO CONSTRUCTION &MANAGE (954)980-5786 Valuation: $ 70,000.00 Total Sq Feet: 3146 Approved:In Review Available Inspections: Comments: , Inspection Type: Date Approved:: In Review Date Denied: Final PE Certification Type of Construction:INTERIOR RENOVATION NEW WIN Occupancy: Drywall Miscellaneous Stories: Exterior: Window Door Attachment Front Setback: Rear Setback: Tie Beam Left Setback: Right Setback: Final Bedrooms: Bathrooms. Framing Plans Submitted:Yes Certificate Status: Insulation Certificate Date: Additional Info: INTERIOR RENOVATION NEW WIN Truss Insp .Bond Re-turn Classification:Residential Columns ===J Foundation Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Window and Door Buck Bond Type-Owners Bond $500.00 Invoice# RC-10-17-65425 — Fill Cells Columns CCF $42.00 Wire Lathe CO/CC Fee $50.00 10/23/2017 Credit Card $550.00 $0.00 Review Electrical DBPR Fee $31.50 Bond#:3536 Review Electrical DCA Fee $21.00 Invoice# RC-8-17-64789 Review Building Education Surcharge $14.00 10/03/2017 Credit Card $2,343.50 $200.00 Review Building ,t]Due .00 00.00 Permit Fee $2,100.00 00 Review Building Plan Review Fee(Engineer) $120.00 08/04/2017 Credit Card $200.00 $0.00 Review Structural Plan Review Fee(Engineer) $120.00 1 Bond#:3536 Review Structural Scanning Fee $39.00 Review Mechanical Technology Fee $56.00 Review Plumbing Total: $3,093.50 Review Plumbing F.Termite Letter F. Elevation Certificate Review Planning Declaration of Use October 23, 2017 Authorized ign ure:Owner / Applicant Contractor Agent Date Building Department Copy October 23,2017 2 -7:r G7QACtO VI LLa�v�v� ��. -1� . (30�10 it-7'-' 11Z� 3 Q bill M -41 Z.;4m 4-t mv� OR 0'Olk INSPECTION RECORD ,- - © .POST ON SITE Permit NO. RC-8-1 7-1993 g Permit Type: Residential onstruction h Miami Shores Village . .ru.M 10050 N.E.2nd Avenue +` w r Miami Shores,FL 33138-0000 Work Classification:Addition/Alteration Phone: (305)795-2204 Fax: (305)756-8972 �t RiuA Issue'Date: 1,0/2312017 Expires:04/21/201 8 INSPECTION REQUESTS: (305)762-4949 or Log on at https:llbldg.miarriishoresvillage.conilcap REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests°must be received by 3 prnJor following day inspections. Residential Construction Parcel #:1132050240230 Owner's NAme:'IGNAC_ 10 VI'LLANUEVA r Owner's Phone: (917)703=6010 ' `} Total Square Feet: 3146 Job Address: ". Total Job Valuation: $ 70,0A jj IVIJW I ow 00.00 Bond Number: 3536 W -5060.09 111 -sm- ' �;fl F; K IS ALLOWED: '}i4i ONDAY THROUGH FRIDAY,8:00AM-7:00P,M. Contractor(i) Phonea r ATURDAY 8:00AM-6:60PM. VEPCCO CONSTRUCTION &MANA (954)98(` O WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. 4 BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. UV r� JI � I� NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. ITIS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUAED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORDSTRUCTURAL WINDOWS& - DOORS INSPECTION DATE INSP,. INSPECTION 1. , D E I S , INSPECTION _ ,DATE INSP Foundation _ 'Attachment ` Stemwall Rough Gcru, l - Slab T e Water Service Columns(1st Lift) 2nd Rough Columns4?nd-Lift.)• . - PUBLIC WORKSTo - Tie Beam f INSPECTION _ -DATE INSP Fire Sprinklers Truss/Rafters T - T Excavation Septic Tank ,Roof Sheathing, r Sewer.Hook-up T Bucks Roof Drains ` Interior FramingELECTRICALGas " Insulation INSPECTIONP.Tank a DATE INSP, L Ceiling Grid ,Temporary Pole {1'Nell Drywall 30 Day Temporary Lawn Sprinklers Firewall Pool Bonding _ Main Drain Wire Lath Pool Deck-Bon-ding 1 1- Pool Piping Pool Steel Pool Wei Niche Backflow Preventor Pool Deck_ a Underground- , Interceptor FiniF Tb! Foot r'" '•1 er ouAd Catch D--;-, Final Fence Slab Condensate Drains Screen Enclosure Wall Rough' HRS Final Driveway Ceiling ' Driveway Base ROU ! PLUMBING COMMENTS' Tin..Ca -T'-- p- v_ ._. _ �. _ •-� : . -Telep one'Rough?. Roof in Progress Telephone Final Mop in,Progress TV Rough ` Final Roof TV Final Shutters Attachment Cable Rough Final Shutters Cable Final Rails and Guardrails ,'Intercom Rough ADA compliance ;Intercom Fina! Alarm Rough 'INSPECTION DATE INSP Alarm'Final, Underground Pipe DOCUMENTS Fire Alarm Rough Soil bearing Cert - Fire Alarm Final :Rough Soil_Tr-eatment,Cert- Service Work With t •F!" "Elevation cu--,c / KJ `v'entilationRuasn'- ReinfUnit Mas CertELECTRICAL COMMENTS Hood Rough Insulation Certificate. _ A`Alk-40 T Pressure Test Spot Survey .� ' Final Hood (Anal Survey Final Ventilation Truss-Certification T ' Final Pool Heater STRUCTURAL COMMENTS - Final Vacuum MECHANICAL COMMENTS INSPECTION , JDATE INSP T Final Sprinkler Final Alarm- i , 's t