Loading...
WS-10-312NOTICE OF COMMENCEMENT A RECORDED COPY M.ff BE POSTED ON THE JOB SITE AT TIME OF FIRST F u -wICI1 PERMIT NO.I. 3 VO 3 �a T A X F O LI O N O . 11-22.3 1 - 0 1 S " 0 " 1 STATE OF FLORIDA COUNTY OF MIAMI -DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and street/address: 28 1, NE 10'7 S-1re e-� M I acv,► Shc.r-c 3) 5 2 `L2 p� t32 Fil t�s't 1 n� To 1�ASA'DF N ASPQ T �1 AIvy' 2. Description of improvement: tau. w I AA o os, emrs 4. Contractor's name and address: '(Z AD 6 S 4 . F1 ar;_clo. LLC 13 ' G + . „ ) SE o►cti L 5. Surety: (Payment bond required by owner from contractor, if anFA @r PLo tiA, ER_ $ ' CEP 1FY Mat tit 1,3 Name and address: odcM I Nei ,l':1 a Amount of bond $ _ Aar 6. Lender's name and address: 111111111111 111111111111111 11111111111111 1111 CFH 2010RO186605 OR Bk 27220 Ps 30601 (iras) RECORDED 03/19/2010 12 :46 :14 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE 3. Owner(s) name and address: M 0` 4 i h ' Po 1 i f i 13 E t o } } 3 1 t Interest in property: Name and address of fee simple titleholder. 7. Persons within the state of Florida designated by Owner upon whom notices • 'o er d • uments ay be.ser_v provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713,13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a erent da - 1 • - : ified) Signatu of • wner 1 Q p o4 5cD3VL. II" me; Ict WI Print Owner's Name V) ?6111 Prepared by a'73`i Rsnproo Wit.. t 1 33 Sworn to and subscribed before me this 25 day of i . 2010 . Notary Publi _ Print Notary's Name 1 My commission expires'' ) 11- -1 1 ) 113 61 -38 8104 PAGES NOTARY PUBLIC - STATE OF FLO :r) rase: Nicole Ryan Commission #DD654128 BONDED Txsu ATLANTIC BONDING CO..INC. Protect Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Parcel Number 286 107 Street Miami Shores, FL 1122310130450 Block: Lot: VICKI POLITI Phone VICKI POLITI 286 NE 107 ST MIAMI BEACH FL 33161 -7063 Valuation: Total Sq Feet: $ 16,000.00 0 Contractor(s) RAD OF SOUTH FLORIDA INC (954)786 -8525 Phone Cell Phone Type of Work: WINDOWS & DOORS No of Openings: 18 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $9.60 $3.20 $280.00 $12.00 $12.80 $317.60 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Pay Date Pay Type Amt Paid Amt Due Invoice # WS -3 -10 -37151 03/30/2010 Check #: 34425 $ 317.60 $ 0.00 Expiration: 09/22/2010 Applicant CeII Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment 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. March 30, 2010 Date March 30, 2010 1 Inspection Number: INSP - 146062 Permit Number: WS -3 -10 -312 Scheduled Inspection Date: June 15, 2010 Inspector: Bruhn, Norman Owner: POLITI, VICKI Job Address: 286 NE 107 Street Project: <NONE> Contractor: RAD OF SOUTH FLORIDA INC Building Department Comments REPLACE WINDOWS AND DOORS Pass e �/ 1 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 145186. CREATED AS REINSPECTION FOR INSP- 143980. CREATED AS REINSPECTION FOR INSP- 143099. CREATED AS REINSPECTION FOR INSP- 139678. CREATED AS REINSPECTION FOR INSP- 136573. FRENCH DOORS FASTENERS NOT N.O.A. PERMIT WAS REQUESTED TO REPLACE DOORS WITH FRENCH DOORS, BUT NO DOORS INSTEAD WERE EXISTING WINDOWS. POSSIBLE ELECTRIC ROUNDING. JR 4/1/2010 PROVIDE FILLED CELL INSPECTION. NB 05/11/10 Same comments NB In progress inspection, cell cut out with no rebar. reschedule NB C June 14, 2010 Miami Shores, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1122310130450 Phone: (954)786 -8525 Page 25 of 25 Inspection Number: INSP - 139678 Permit Number: WS -3 -10 -312 Scheduled Inspection Date: May 11, 2010 Inspector: Bruhn, Norman Owner: POLITI, VICKI Job Address: 286 NE 107 Street Miami Shores, FL Project: <NONE> Contractor: RAD OF SOUTH FLORIDA INC Building Department Comments REPLACE WINDOWS AND DOORS Passed Failed Correction Needed Re- Inspection Fee May 10, 2010 ,5 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Inspector Comments CREATED AS REINSPECTION FOR INSP- 136573. FRENCH DOORS FASTENERS NOT N.O.A. PERMIT WAS REQUESTED TO REPLACE DOORS WITH FRENCH DOORS, BUT NO DOORS INSTEAD WERE EXISTING WINDOWS. POSSIBLE ELECTRIC ROUNDING. JR4/1/2010 D c,a4 ,/6" e& # /it . Parcel Number 1122310130450 Phone: (954)786 -8525 Page 13 of 30 1?;I° BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): \Building ) Roofing Owner's Name (Fee Simple Titleholder) V 1 C.I� -1 -pa r► ¥ Phone # 1�'� 1 `S lo t. Owner's Address 2 B 1 S-Fr -cad- t City (N 4 7A.m. i S vv S t a t e Zip ) 6 ) Tenant/Lessee Name Phone # Job Address (where the work is being done) 28 tp ) 0'1 S ¥Y K2. I- !Ji City Miami Shores Village County Miami -Dade Zip 33 1 to 1 FOLIO /PARCEL# 1 122 3( 0 1 304 5 0 Is Building Historically Designated YES NO Contractor's Company Name D 0 S i► h FL "IA f, . Phone # 4'4 1$ (, v s l 5 Contractor's Address 21 3 q pi 6 lei, ( ,--E- City , Ory a 6c-In Uln State FL- Zip ' ( Qualifier Name 12.0 ly(_,/} ('Gf A Phone # S t a t e Certificate or Registration No. 5 C. 13 ) 1 COO Certificate of Competency No. Architect/Engineer's Name (if applicable) E \1 Mme. ALAI; Apt Phone # 6 1S -10 1 B `} - LcLc) Value of Work For this Pe Describe Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 sass Permit No. WS — 3 - I 0 -5 )'2_ Master Permit No. Square / Linear Footage Of Work: ['Alteration ❑New ❑ Repair/Replace ❑ Demolition DIN ten. &Cowv perm.- 4 W s- 3 — ) 0 -112— * * * * * * *** *** **** ** * * * * ** *** *Fees** * *** ** *, rat * *, *** * *** ** * * * *** *a*** *** *** * ** Permit Fee $ CCF $ CO /CC Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ 6 0 . rra Total Fee Now Due $ 1 � ° 00 See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certed copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature C Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this J ) day of ,20 , by , day of A ?( ,201 , by clA , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: S' Print: Print: Ivjc2 l.P (Revised 07/10/07) NOTARY PUB 1 q � Y PUBLIC • STATE OF FLORIDA rf , ;Commission #DD654128 My Commission Expires: My Commission Expires: e- 5 T l ATLANTIC BONDING CO., INC. r******* *, *** **, *** **** ** ter *** ** ** *** ******** * *, ** * **** *, *, ** *, * * * * * * * * *** * ** *** ** *, **, *** ** *a, *** ** ** ** APPLICATION APPROVED BY: /Jl / � 7 /e ' ��Yt�L�if• Plans Examiner f �jia , ,_ Zoning 1-(37 1/2 x 51 3/8) SH #3 #4 1 -(37 x 51 3/8) Case #5 1-(37 1/2 x 39 1/4) SH #6 1 -(37 x 51 3/8) Case 1-(37 1/2 x 51 1/2) SH MARTIN POI*, 286 N Mean of Height 15 ft Windloads based on 2007 FBC Figure 6-3 Worst Case Soe,larao • • Zone 4= + 42.7 -$g.3 •••••• ▪ Zone5 =+ ! •••.•• •F 0 .:Wnd!peed • ▪ • • •• • • • tt 6 a • , °r • .,"7 \_ O. for zone is • #2 (72 x 80) FD (72 x 80) FD #1 #8 :kipo.ro hf H i I t Jai 15 IK ®" ' -1' 6 Comer Distan c 4.8 •( .fh tfte'r of theial ;%t'bsults but not less than 3 feet) Note: any opening within the comer distance from any comer falls in a Zone 5 #16 #14 1 -(52 x 26) HR #17 GUEST HOUSE §303RWIED M , 1 ? 0 BY: #15 1 -(24 3/4 x 18 3/4) HR 1-(95 1/2 x 25 1/2) HR � r' i�,������m': Shores "v 1- (371/2 x 51 3/8) SH #13 MAIN HOUSE 1- (371/2 x 39 3/8) SH #12 1-(37 1/2 x 51 3/8) SH #11 2 -(37 5/8 x 63 3/4) SH #9 1 -(1 x 4) Mull 2 -(37 5/8 x 63 1/2) SH #10 1-(37 1/2 x 39) SH 1 -(1 x 4) Mull 1-(46 1/2 x 47 3/4) SH #18 1-(37 1/2 x 51 1/2) SH qPPn0� /1 t) BY DATE ZONING DEPT 7i/3 i1/0 15I DC DEPT c'/d I� SUBJECT CO COMPLIANCE WITH ALL FEDERAL STATE AND'.:C.UN iY RULES AND REGULATLC'r • . • . : : • .• •: •••• • • • • • • • • • • • • • • • • • • . • . • • • . • • • • • • • • • • .•. •• • • • • • • • • • • • • • • ••• • • • • Fill dells in INlstit Wall with Grout From Concrete •i-ler4rf8 Slab. • l einforetdVth 0 b • 1 5 IAebar gm* : • bndtpoxied into Header and Slab (Min. 4 ") Existing Masonry Block Wall Remove Existing CMU Wall Under Existing Window- Opening to Accommodate New Door .'✓• '•, • . • • .•..• °:•• •• SI •• •• • • • .•• •• • 74" • . Existing Reinforced < ° ° Concrete Header • Existing Reinforced • ' ° Concrete Slab Is ° . e • • II 11 11 0 lr IL -1r— JL =-r— _IL =-11- JL -- 11 II I II F II II _�iL_ __J _IL —L —_JL _ —__JI Fill Cells in Existing Wall with Grout From Concrete Header to Slab. Reinforced with (1) #5 Rebar, Drilled and Epoxied into Header and Slab (Min. 4 ") Existing Masonry Block Wall TYPICAL OPENING ELEVATION NOTES: • Fasten All 1" x PT Wood Bucks (If Any) to Rough Opening with Y4' Tapcons @ 16" o /c, 4" from Ends (Min. 1 Embedment into Concrete). • Install New Doors in Accordance with Specific Miami -Dade NOA. • New Bucks Shall Extend Beyond the Interior Face of the Door Frame Such that Full Support of the Frame is Provided and Bucks will Adequately Transfer the Loads Imposed upon Them to the Surrounding Structure, Meeting the Requirements of the HVHZ, Chapter 16, FBC 2007 (150mph, 3 -sec gust, Exposure C). CATEGORY Engineering Services, Inc. 1600 S. Federal Highway. #207 Pompano Beach, FL 33062 (954) 784 -6991 NEW DOOR Politi Residence, 286 NE 107 St, Miami Shores, FL Dwg: #AAW P1100409 Sheet 1 of 1 By: ME Date: April 9 , 2010 Emma T. Mellinger, P.E. FL PE #50049 CA #25854 Inspection Number: INSP - 136573 Permit Number: WS -3 -10 -312 Scheduled Inspection Date: April 01, 2010 Inspector: Grande, Claudio Owner: POLITI, VICKI Job Address: 286 NE 107 Street Miami Shores, FL Project: <NONE> Contractor: RAD OF SOUTH FLORIDA INC Building Department Comments REPLACE WINDOWS AND DOORS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments N.( V RMA A- ap l fi t) e) ; c 'rt. . c) 7 A!'© bDD WR.e. '; . (Z. 20 09G . March 31, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1122310130450 Phone: (954)786 -8525 Page 9 of 23 Pi k 1 t) B PERMIT APPLICATION FBC 2004 Permit Type (circle): Tenant/Lessee Name Phone # Job Address (where the work is being done) 2 to N E 10 S+r -e,e4 City Miami Shores Village County Miami -Dade Zip 331 1 1 FOLIO / PARCEL # 1) — 2251 - 0 y O Is Building Historically Designated YES NO Contractor's Company Name 1 S o NA. } l T 1_L C Contractor's Address @1 N y\/ S -F City Povvvp Gs. f1 n eg-OC 1 State 'FL Qualifier Name 2.0 State Certificate or Registration No. Q6(9 41 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ (¢ , 2.0 0 , o v Type of Work: DAddition Describe Work: Submittal Fee $ Notary $ Scanning $ la.00 Bond $ Structural Review. $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DAlteration W1 b‘4S Permit Fee $ Training/Education Fee $ Radon $ Electrical Plumbing Mechanical DPBR $ Master Permit No. Zip V Certificate of Competency No. Phone # ,'Repair/Replace Total Fee Now Due$ 311 See Reverse side -> pe3RVIOD MAR 0 Y 2010 BY: Permit No.jS 60 1 31 Phone # Q159 '1 g b $ 5"x-5 Roofing Owner's Name (Fee Simple Titleholder) ffl y-1-i A + V i L1LV) P � j 1 Phone # C, �j 'J a 1, VS Owner's Address $ (p N E 1 O 1 S -� r�-G2 )- / 5 0S . - X(01€(19 • City m i A rn 1 Q hrprc S State - FL Zip 31 Phone # '34/ O l 2 Square / Linear Footage Of Work: ❑ Demolition " CCF $ " `, (00 CO CC 3`20 Technology Fee $ 1 Zoning $ Code Enforcement $ Double Fee $ Bonding Company's Name (if applicable) Bonding Company's Address City State 1\ 1(L Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING ' TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged The foregoing instrument was acknowledged before me this 2s day of ��iko , 20 1 a , by V.fdt ' P has who is personally known to me or who has - D L ' As identification and who did take an oath. NOTARY PUBLIC: Si Print: +fist My Commission Expires I.�1 ■.l (Revised 02/08/06) NOTARY PUBLIC • STATE OF FLORIDA ,.v. Nicole Ryan Commission #DD654128 �.. 11 BONDED THRU ATLANTIC BONDING CO., INC. APPLICATION APPROVED BY: A iif, J /v Signature Contractor The foregoing instrument was acknowledged before me this day of -Fe-L, ,2131 , b ik C.a i i-1 who is personally known to me or who has produced as identification and who did take an oath. S ( NOTARY PUBLIC: NOTARY PUBLIC - STATE OP P'l.ORMA Ni cole Ryan ' Commission #DD654128 1 2/M - vr•ir L L VIED THRU ATLANTIC BONDING CO.. INC. , 2011 Print: N C4l2/ My Commission Expire 1,721 t Plans Examiner Engineer Zoning Permit No: 10 -' 4,2 Job Name , 2010 Norman Bruhn CBO 305 - 795 -2204 Building Critique Sheet /&mss /Led v j 44( M iami Shores Vuvage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Lqi 1 56S'1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. 1-(37 1/2 x 51 3/8) SH #3 #4 1 -(37 x 51 3/8) Case #5 1-(37 1/2 x 39 1/4) SH #6 1 -(37 x 51 3/8) Case 1 -(37 1/2 x 51 1/2) SH #7 MARTIN POLITI 286 NE 107 STREET MIAMI BEACH, FL 33161 Mean Roof Height 15 ft Windloads based on 2007 FBC Figure 6 -3 Worst Case Scenario Zone 4= + 42.7 -46.3 Zone 5= + 42.7 -57.2 Exposure C Windspeed 140 2 (72 x 80) FD Mean Roof Height is 15 x 0.4= 6 Width of building is 48 X 0.1= 4.8 Corner Distance (Exterior zone 5) is 4.8 (72 x 80) FD #1 2- (375/8x631/2)SH 1-(37 1/2 x 39) SH 1 -(1 x 4) Mull #8 (smaller of the above results but not less than 3 feet) Note: any opening within the comer distance from any comer falls in a Zone 5 #9 #16 #14 1 -(52 x 26) HR p©MW/Erii, " KR0i2010 BY:-..-- ------ #17 GUEST HOUSE 1- (371/2 x 51 3/8) SH #13 MAIN HOUSE 1-(37 1/2 x 39 3/8) SH #12 ••. • • • •••• ••• 1 -(24 3/4 x 18 3J44 1-(46 1/2 x 47 3/4) SH #18 1 -(37 1/2 x 51 1/2) SH 1 -(95 1/2 x 25 1/2) HR SH gd Miami Shores Village • • • •••••• • • •••• • • ••••• 000000 • • • ••.••• • • •••••• • • APPROVED ZONING DEPT BLDG DEPT SUBJECT TO CCMPUANCE WITH ALL FEDERAL STATE AND CC UN',Y RULES AND REGULATIONS 1 72 in i 80 in 0; 40.0 sq.ft. -46.2 psf 423 psf 2 72 in 30 in 80 in 40.0 . 4 A -46.2 psf 42.3 psf o j r i S1 in ; 13.5 SqJt. 1 -60.4 psf 45.6 psf 4 1 37 , in „IL 51 in -60.6 psf iL_45.6 psf 46.4 psf 4 S 38 In I 39 in K 10.3 sq.ft.I 1 4 v -50.3 psf t 6 37 in I 51 in 13.1 • o ... I -60.6 psf 45.6 psf . 6- 1 ii -60.3 psf 45.5 psf - _ 7 38 h 52 1n L13.7 sqit. / 38 in 39 in I 10.3 sq..ft. I -50.3 psf 1 40.4 psf 9 38 in I 64 In 16.9 sq.ft. 4 v• -48.8 psf l 1 44.9 psf 10 38 in 64 in 16.9 sq.ft I v r -48.8 psf 1 44. p sf EX Wind Pressure Calculator 1 of 1 http://www.engexp.com/ca1cu1ators/ASC ASCE 7-05 Com Date: March 18, 2010 POLITI Contractor: AAWD Project Info: 33,333,3,- 43_ I ENTER (31 Double Click or Drag: Enter Minimum Bldg Dimension: 48.0 ft Building Mean Roof 146 MPH I Height Presets .1. -t+444-t FL Contour Map: 3d• d..3 d " e , r sr 777 7 g !.„4„ Bldg. Classification: Enclosed Enter Notes Here> 206 NE 107 STREET Job #: EERING 160 SW 12th Ave #106, Deerfield Beach, FL 33442 PHONE:(954) 354-0660 F onent & Claddins Pressure Calculator Hover HELP: E202050m, 0 www.engexp.com Copyright 20101, Peak Wind Velocity st)i 0 us contour Map: Zone Width (a): 4.80 ft. e 0.85 1.00 fig00-110=. 0 t 13.4 Deg • (4.0:12) Pitch 0 Multiple Opening 0 Single Opening E Description Width 0 Height Area Zone° Neg Pressure0Pos Pressure NOTES: Design Is In accordance with ASCE 7-05 and the 2007 Florida Building Code. Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express. Results are based on contractor-supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. 1 ..Lif.41C4T1I5 qh = 39.37 psf Kh = 0.85 Kzt = 1.00 I = 1.00 Gcpi (+1-) = 0.18 EA1W • :( 4) . 2 .- EX Office Siivq Cator Valid Only with Raised Page 1 of 1 Frank L. Bennardo, P.E. PE0046549 Cert Auth 9885 11:00 AM v2.0 01/15/10 ......... 3/18/2010 11:00 AM 11 38 in 51 in q 4 vt- g.. 13 5 sft ' ' ' -49.5 psf 1_45.6 psf 12 38 In 38 in 1 1 39 in i 10.3 =Lit., 4 .50.3 psf j -60.4 psi 1 [ 46.4 psi 4S.0 psi 13 i 51 in 13.5 sq.ft. , v.. K 26 In 10.0 sq.ft•; 1 . -62.2 psf it 46.5 psf 46.5 psf 15 25 in n I 10.0 sq.ft.! 4 ' -50.4 psf 16 38 in 52 in 13.7 .1 ■,i r, yi* -60.3 psf . .. 45.5 psf I --„,-; 44.8 psf 7 17 96 in 17.3 . -58.9 psf 18 47 in 48 in 15.7 sq.ft.1 i 49.0 psf 4 . psf 12 in - l2in 10.0 ' i - - f 12 in 12nJ r 10.0 stilt. 'III ' EX Wind Pressure Calculator 1 of 1 Project Info: 286 NE 107 STREET 160 SW 12th Ave *106, Deerfield Beach, FL 33442 PHONE:(954) 354-0660 FAX(954) 354-0443 ASCE 7-05 Component & Cladding Pressure Calculator ,ta Date: March 18, 2010 Job -#:1Poim 2 Hover HELP:0 Contractor: AAWD ENTER r: ` Double Click or Drag: Enter Minimum Bldg Dimension:1 48.0 ft 146 MPH Peak Wind Velocity (3 Sec. Gust) l us Contour Map: Building Mean Roof Height 115.0 <Enter Notes Here> Presets 4 FL Contour Map: te9011r0 Bldg. daesiflrafinni ' ll "";;;=:'";":'2:;:;'-'''';;';4 i �klg. Ca EXBAgHLea -C4 Roof Slope: 0 1.00 0 www.engexp.com Copyright 2010 Zone Width (a): 4.80 ft. Oirectionatity Fedor Kd 0.35 t 18.4 Deg 1(4.012) Pitch NOTES: Design Is in accordance with ASCE 7-05 and the 2007 Florida Building Code. Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express. Results are based on contractor-suppfied data and shalt be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. http://www.engexp.comicalculators/ASCE705CC.cfm qh = 39.37 psf Kh = 0.85 Kzt = 1.00 I = 1.00 Gcpi (+/-) = 0.18 Local EX Office (Clear -Form) Valid Only with Raised Page 1 of 1 Entry Mode: 0 Multiple Opening 0 Single Opening Description Width 0 Height Area Zone* Neg Pressure,Pos Pressure Frank L. Bennardo, P.E. PE0046549 Cert Auth 9885 ENC3INKERINQ 1100 AM v2.0 01/15/10 EXPriFeS' 3/18/2010 11:00 AM # Opening Location Size NOA Number NOA Design Pressure Rating Opening Required Pressure Rating Egress Requirement Shutter Requirement Width Height ( +) psf ( -) psf ( +) psf (- psf Yes No Yes No "1 72 80 09 - 0825.04 70 -80 4 .7 6.3 Yes No V2 72 80 09 - 0825.04 70 -80 4 .7 6.3 Yes No ' 3 37 1/2 51 3/8 08 - 0527.12 80 -90 4 .7 -57.2 Yes No 4 37 51 3/8 08 - 0204.05 85 -85 42 7 -57.2 Yes No 5 37 1/2 39 1/4 08 - 0527.12 80 -90 42./ ' 6.3 Yes No 6 37 51 3/8 08 - 0204.05 85 -85 42. r 7.2 Yes No 7 37 1/2 51 1/2 08 - 0527.12 80 -90 42. - 7.2 Yes No V8 37 1/2 39 08 - 0527.12 80 -90 42 -4 .3 Yes No / 9 37 5/8 63 1/2 08 - 0527.12 80 -90 4 7 -4 .3 Yes No 10 37 5/8 63 3/4 08 - 0527.12 80 -90 4 .7 -4E .3 Yes No / 11 37 1/2 51 3/8 08 - 0527.12 80 -90 4 .7 -5 .2 Yes No /12 37 1/2 39 3/8 08 - 0527.12 80 -90 .7 -4 .3 Yes No / 13 37 1/2 51 3/8 08 - 0527.12 80 -90 4 .7 _ -4 .3 • • •• Yes No 14 52 26 09 - 1008.06 70 ••• 41.1 • .: . • • •4 .7• • • • • • •'� 3' . No No 15 24 3/4 18 3/4 09 - 1008.06 70 • • • -90 ■ 4 7 -5 .2 No No 16 37 1/2 51 1/2 08 - 0527.12 80 • ••• : :-90: •• ••• • 4 .7 * • • • • • 3 : �•� . • Yes : No / 1 17 95 1 /2 25 1 /2 09 - 1008.06 70 • . • .• e -90 • ••' .7 .. -4 .3 No No / 18 46 1/2 47 3/4 08 - 0527.12 80 • -'V? • • • • ; ••• • • ; 1.3 : Yes No Address: 286 NE 107 Street Contractor: All American Windows and Doors PRODUCT APPROVAL REVIEW FORM Lot: 10 Block: 13 • • • . _ • •• •• • • • •• .• •.. • • ••• • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: MIAMI•DADE COUNTY APPROVED . ries 1000 Aluminum Single Hung Window — . MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve.thViight to have this product or material tested for quality assurance purposes. If this product or• material °Mt to perform in the accepted manner, the manufacturer will incur the expense of such testing and the Al'IJ 1 y immediately revoke, modify, or suspend the use of such product or material within their jaCiSdiction. 11QRA reserves the right to revoke this acceptance, if it is determined by Miami -Dade Cotlflff toduct QgutIoI Division that this product or material fails to meet the requirements of the applicable buildi9 code. '••••• This product is approved as described herein, and has been designed to comply with the ; I nclq,Building •; • Code, including the High DESCRIPTIO • • • •• •• • APPROVAL DOCUMENT: Drawing No. W03 -56, titled "Series -1000 Alum. Single Hung V(lindow; ••••• (L.M.I.) ", sheets 1 through 6 of 6, dated 07/31/03 with revision F dated 04/23/08, preparel byAi Farooq. • • • • Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product C"orlbrot Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division, 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 and following statement: "Miami -Dade County Product Control Approved" or the Product Control Seal, 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 Official. This NOA revises and renews NOA # 07- 0928.14 and consists of this page 1 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. 08-0527.12 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 Page 1 •• 0 0 0 0 0 0 • • • • • • • • • • 0 • • 0 • • • • • • • • • • • • • • • 000000 • • ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -56, Sheets 1 through 6 of 6, titled "Series -1000 Alum. Single Hung Window (L.M.I.) ", dated 07/31/03 with revision F dated 04/23/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 •" • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 102 -;14 • • • • along with marked -up drawings and installation diagram of series 2000 alumia i.: . ...... • sin hung window, prepared by Fenestration Testing Laborator�,11 t:Re N ;,.,. • FTL -5337, dated 01/25/08, signed and sealed by Michael Wenzel; . . . • • (Submitted under previous NOA #07- 0928.14) • .... • • 2. Test reports on: 1) Large Missile Impact Test, per FBC, TAS 201 -�,,.. •• 2) Cyclic Wind Pressure Loading, per FBC, TAS 2Q3. • • • • along with marked -up drawings and installation diagram of an alia single hula • window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. • • HETI -05 -1953, dated 04/25/05, signed and sealed by Ivonne Ghia,•P. ; .. • F.• • • • • • Is (Submitted under previous NOA #05- 0720.01) • • • • 3. Test reports on: 1) Air Infiltration Test, • • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 • p ) t, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1448, dated 04/22/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under previous NOA #05- 0720.01) 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, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3820 dated 06/09/03, signed and sealed by Joseph Chan, P.E (Submitted under previous NOA #03- 0910.03) E -1 Manuel Pe .E. Product Control . xam er NOA No. is !. 7.12 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3806 dated 06/09/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC z6d$ and 2007, prepared by AI- Farooq Corporation, dated 04/21/08, signed tad sealid� •. •.:. • Humayoun Farooq, P.E. Complies with ASTM E1301r- -a2f04 •• D. QUALITY ASSURANCE ••••• • ..... 1. Miami Dade Building Code Compliance Office (BCCO). ••••• • • • • • • ••. . • _••••• E. MATERIAL CERTIFICATIONS • • • • • 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours Co. tee; • • . - ... for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring 40104/12. ••••• ...... 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co.,'k of • • for their "DuPont Butacite PVB Interlayer" dated 01 /05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated April 18, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated April 18, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report No. FTL -5337, issued by Fenestration Testing Laboratory, Inc., dated February 13, 2008, signed and sealed by Michael Wenzel, P.E. 4. Proposal #07 -3815 issued to ES Windows LLC by BCCO Product Control Division, dated 12/18/07 signed by Manuel Perez, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0928.14, issued to ES Windows LLC for their Series 1000 Aluminum Single Hung Window — L.M.I., approved on 05/08/08 and expiring on 11/06/08. E -2 Manuel Pe Product Control Ex NOA No. 08-0 2 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 _ — — 9T I - %' - // _ — - // 2 1 1 1 1 r 47 1/8' D.L. OPO. 49 15/18 VENT WIDTH 53 1/8 1/8 ANN. GLASS .090 INTERLAYER 'DUPONT SENTRYGLAS PINS' 1/8 ANN. GLASS GLASS TYPE 'A' SILICONE DOW CORNING 795 1/8 HEAT STREN'D. GLASS .090' INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8 HEAT STREN'D. G GLASS TYPE 'B' SILICONE DOW CORNING 79 5/32' HEAT STREW!). GLASS .090' INTERIAYER 'DUPONT BUTACTTE PVB' - 1/8° HEAT STREN'D. GLASS EUCONE DOS CORNING 795 7r 1/8 HEAT STREN'D. .090 INTERLAYER 'DUPONT BUTACRE PVB' 1/8 HEAT STREN'D. GLASS TYPE 'C' SILICONE DOW CORNING 795 GLASS TYPE 'D' GLASS TYPE 'E' GLAZING O PTIONS GLASS .090' INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8' HEAT STREW!). GLASS SIUCONE DOW CORNING 795 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED VENT WIDTH 53 1/8' WINDOW WIDTH TYPICAL ELEVATION (STD. SILL) SERIES -1000 ALUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE 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. THIS PRODUCT HAS BEEN DESIGNED AND 1t ILO TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). BY W000 BUCKS THE STOTHER�' ST.BE .L D.�WEI Y : TRANSFER ANCHORS SHALL BE AS � • • • A�NN EMBEDMENT TO BASE MATERIAL i B�WNI .DR E SSING•OR'STJ000. • ANCHORING OR LOADINI; CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS 11 USED IN DESIGN CIF ANCHORS INTO WOOD ONNY. • • • •. • • • • • • • MATERIALS INCLUDING BUt•NO ' TO STEEL/MLTAL f ME BiT0 • CONTACT WITH OTHER As! LAR ` TERI S SMALL REQUIREMENTS • OF 2004 /2007 FLORIDA. •81 . • ° • SECTION 3..4, • • • • • • 1 • ••• • • • • ••• • • • • • ••S • • • • • • • • • •• •• • •• • •• ••• • ••• • • 0 -1 Emir; OR. HUMAYOUN FAR000 STRUCTURES FIA. PE i 1BS87 CAN. 3538 JUN 0 3 2008 10 MAX. HEAD /SIU ii WINDOW WIDTH TYPICAL ELEVATION (HI -RISE SILL) 6' MAX. HEAD /SILL CORNERS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PBODUCr REVISED •s rnm07919 wD0 the Nforlda Baldlag Mumma o 00 -o5 Dale YO'ily , 7i , • J./ Product ' m m 8 a 0 A 9 4 e ta_, drawing no. W03 -56 ieheet 1 of 6 ) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS; ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning.' "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature chc 05/13/03 NOTARY Sign: Print: My Commission Expir Owner or Agent �1 The foregoing instrument was acknowledged beforj ��m�e,.this 4 day of r � Cl ya)20 C by An Ian i 0 t C:i who is personally own to me or who has produced As identification and who did take an oath. *************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Atlantic Bonding Co., Inc Signa The fore day of who is p NOTARY PUBLIC: Vargas 984 3,2007 Print: ent was ackno 2062 b rsonally known to me or who has produced , Er-1.) as id- . cation and who did take an oath. My Commission Expires: 23 e;Q Exp Jan 21, 2008 ' ov�P Bond a Atlantic Bonding Co., Inc. ******************** * * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** ans Examiner Engineer Zoning UNEQUAL LITES (ORIEL TYPES) WINDOWS -- DESIGN LOAD CAPACITY - PSF (8I -TUBE SILL) WINDOW DIMS. STANDARD TOP RAIL HEAVY DUTY TOP RAIL MASS TYPE 'A' GLASS TYPES 'D', 'C', 'D' & 'E' GLASS TYPES 'B', 'c', 'D' & 'E' WIDTH 800(47 EXT.( +) INT.( -) EXT.( +) 1NT.( -) EXT.(+) 1NT.( -) 19 -1 /8' 28 -1/2' 37' 42' 49 53 -1/8' 50 -5/8' (5) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 74.0 80.0 90.0 80.0 90.0 19 -1 / 28 -1/2' 37' 42 49 58• (5) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 19 - 1/8' 28 -1/2' 37° 42' 63 (8) 70.0 80.0 80.0 80.0 80.0 90A 760 60.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 19 -1/6' 28 -1/2' 37' 88' 70.0 80.0 80.0 90.0 80.0 90.0 (6) 70.0 80.0 80.0 90.0 80.0 90.0 - - - 80.0 90.0 19 -1/8' 28 -1/2' 74 -1/4' 70.0 80.0 80.0 90.0 80.0 90.0 (7) 70.0 80.0 80.0 90.0 80.0 90.0 WINDOW DIMS. EQUAL MTES WINDOWS DESIGN LOAD CAPACITY - PSF (HI -RISE SDI) STANDARD HEAVY DUTY TOP RAIL TOP RAIL GLASS TYPE GLASS TYPES GLASS TYPES 'A' '8', 'c', 'D' & 'E' '8 ' . ' c ' . '0 ' & '0 ' WIDTH 18 -1 /8' 28 -1/2' 37' 42' 49' 53 - 1/8' 18 -1/8' 26 -1/2' 37' 42' 49 53 -1/8 18 -1/8' 28 -1/2' 37' 42' 49 53 -1/6' 19 -1/8' 28 -1/2' 37' 42' 49' 53 - 1/8" 19 -1/8' 28 -1/2' 37' 42' 48' 53 -1/8' 19 -1/8' 26 -1/2' 37' 42' 49 53 -1/8' 18 -1/8' 28 -1/2' 37' 42' 49' 53 -1/8' 19 -1/8' 28 -1/2' 37 42' 49' HEIGHT 29' (3) 38 -3/8' (4) 50 -5/8' ( 58' (5) 83' (8) 88' (6) 74 -1/4' ( 80 ( EXT.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 ' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 1104-) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 90.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 ■ C 80.0 80.0 80.0 80.0 80.0 80.0 7 80.0 80.0 80.0 80.0 80.0 80.0 900 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 C 80.0 80.0 80.0 80.0 80.0 60.0 80,0 EXT.( +) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80��90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 800 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1 NT.( -) 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 900 90.0 90.0 90.0 900 80.0 90.0 9 0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 ExT.( +) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 800 80.0 80.0 80.0 80.0 800 80.0 80.0 80.0 80.0 80A 80.0 80.0 80,0 80.0 6 80.0 800 • 80.0 1 NE( -) 90.0 90.0 90.0 90.0 90.0 90.0 81.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 900 90.0 90.0 900 90.0 900 900 900 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 900 • Q0.0•• 90.0 80,0 • •90.0 80.0 . 90.0 •• 90.0 • NO. IN PARENTHESIS INDICATE NO. OF' ANCHORS PER JAMB. TD LIMIT EXTERIOR( +) LOADS TO 70.0 PSF FOR S. SILL. • • • • • • ••• • • • •• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• 0 • • ••• • • • ••• • • • •• • • • • • • • • • • ETD. TOP R6U IN PARE N T HESIS I NDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. SILL. HEAVY DITTY TOP RAD, • • 4[It ol REVISED • • Enge: Wt ER/9TROC1U CAROOQ as cor.43,y4 g with 118 Plea*: FI.Ad / 18557 - J4ir.� C94e `JS38 R Aorapt:. ,: No 1 : - • NOTE: : mart ilia Date . EYAr, -'. • GLASS CAPACITIES ON THIS SHEEP ARE A lie .,_,.. , ,_ • L• • • • 'BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) ' "' "I'''^ .• :AND FLORIDA BUILDING COMMISSION • x . /2 8: 1 8 A k 8 0 a drawing no. W03 -56 (sheet 2 of g ) J 1YPICAL ANCHORS SEE ELEV. FOR SPACING 4 I BY W000 BUCK kg * r ttPv •• �• • L • • • 9 • • • • • •• ••• •• • . •,•• •• • • • • • TYPICAL SEE FOR SPAWN, SV.O.EV. _ TVICAL FOR�0.0 • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEVS. FOR SPACING MIAMI —DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA � TYPICAL ANCHORS SEE ELEVS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sEE ELEV. FOR SPACING 1/4" TAPCON. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1— WOOD THRU 18Y BUCKS INTO CONC. OR MASON 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CON 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY • 14 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) ($ IttL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 3/4° MIN. INTO METAL STRUCTURE m 3/4" MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. WEEPHOLES; W1 = 1 - 1/2° X 3/16 WEEPHOLES AT 4" FROM EACH END W2 = 1 -5/ 6" NOTCH AT EACH END Enar: OR. MiaoUN FAROOQ STRUCTURES FIA. PE i 18957 CAN. X578 PRODUCT REVISED es samplytag with the Fled.% Baktbas 01110 Asa ittf= Re 9 i • Date .1 ar • iRxlePFadast JUN 0 3 2008 drawing no. W03 -56 (sheet 3 of 6 ITEM 0 PART 0 REOD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMAREB 1 ES1001 -1 1 FRAME HEAD 6063 -75 - 2 ES1002 -1 1 FRAME SILL (STD.) 8083 -T5 - 2A E51101 1 FRAME SILL (HI -RISE) 6063 -15 - 3 ES1003 2 FRAME JAMB 6063 -T5 - 4 ES1005 -1 1 FIXED MTG. RAIL 6083 -16 - 5 ES1004 -1 1 STD. VENT TOP RAIL 6063 -T6 - 5A 652004 1 HEAVY DUTY VENT TOP RAIL 6063 -76 - 8 651006 -1 1 VENT BOTTOM RAIL 6063 -16 - 7 851007 -1 2 VENT SIDE RAIL 6063 -T5 - a 651008 -1 AS R00. GLAZING BEAD 6063 -T8 - 9 ES1009 -1 2/VENT VENT LATCH 0 6' FROM ENDS 6063 -T5 - 10 ES1012 1 /LATCH LATCH SPRING ST. STEEL - 11 651010 AS REGD. GLAZING WEDGE SOFT PVC - 12 #8 X 1' 20 FRAME & VENT ASSE118LY SCREWS CRS PH SMS 13 ES1011 2/VENT SASH CAM CELCON - 14 43820 -187 AS RECD. PILE W'STRIPPNC WITH PLASTIC FIN - AMESBURY OR EQUIV. 15 43828 -187 AS RECD. PILE W'SIIamING WITH PLASTIC FIN - AMESBURY OR EQUIV. 18 - 2/ VENT BLOCK & TACKLE BAUWCE SERIES 120 BY BSI 17 - 2/ VENT SPIRAL BALANCE - - 18 01013 -1 2 SASH STOP - - 19 ES1505 - FU1SH FRAME ADAPTER 6083 -T5 OPTIONAL 20 - 1 5/16' BOX SCREEN - OPTIONAL ALT. TYPICAL ANCHORS SEE ELEYS. FOR SPACING MIAMI -DADE COUNTY APPROVED MUWON & MULWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING . .. • • • • • .. • • • • • • • • • •• ••• •• • • • •• • • •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • ••• • ••• • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • •• •• ••• • • • ••• • • Fnrp: OR. HUMAYouN P56000 sTRUCTURES RA. PE # 16557 CAN. JUN 0 3 2DON 1 C a aP z 0 0 0 a 5 a drawing no. W03 -56 (sheet 4 of 6 ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • vna J,%Ad/ • 0 FRAME HEAD MEETING RAIL 328 ass .843 tt GLAZING WEDGE 0 FRAME SILL (STD.) 2.188 -1 .813 r- 2.330 F 1.242 .062 I�i.34a —d FRAME .IAMB .930 1.400 VENT LATCH GLAZING BEAD 0 VENT SIDE RAIL 0 FRAME SILL (HI —RISE) 0 STD. VENT TOP RAIL 2.063 ••• • • • • • •• • • • • • •• •• • • • •• 2.190 sea 4 • •I • • • 4• • • � c.263 • • • • • • .I 0 FLUSH FRAME ADAPTER • • • • • • • • • • VENT CORNER DETAIL FRAME CORNERS DETAIL Emir: OR. HUMAYOUN F89001 R.A. STRUCIURES PE 18567 CAN JUN 0 3 2000 PRODUCT DEVISED mmmptging*ffi/bo Ikeidge BMW Cada Matpattaca No ! ; / , M Data 2 (41 CC a 0 Z J 6 0 U m b • .--Z drawing no. W03 -56 (sheet 6 o 8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • 9 • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM BATH TUB UNIT • FEE UNIT FEE ITEM SPACE HEATERS UNIT FEE ITEM SWITCH OUTLETS BIDET LIGHT OUTLETS CENTRAL HEATING DID RECEPTACLES A/C (WIN) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR MAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT/3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 FP COOLING TOWERS WATER CLOSET MOTORS OVER 100 the VIOLATION INDIRECT WASTES- A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS 'HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMAING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS .SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4` TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN Lath ® r4•t -� 9 DISCHARGE WELL b v DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING f ADDENDUM TO BUILDING PERMIT APPLICATION ( APPLIC gION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SI ._.".1 ' NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to. revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hi V • ' - _ - - _ . DESCRIPTI ! Series 5000 Outswing Aluminum Casement Window — L.M. APPROVAL . . : i awing No. W08-08, titled "S -5000 Alum. Outswing Casement Wdw. (L.M.I.) ", sheets 1 through 5 of 5, dated 01/23/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.B., bearing the Miami -Dade County Product Control Approval stamp with the %gtice of Acceptance number and approval date by the Miami -Dade County Product Control I�ivisipn. •,...• MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ' • • • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com LABELING: Each unit shall bear a permanent label with the manufacturer's name or to pily, state Ai' following statement: "Miami -Dade County Product Control Approved" or the Product (gratjgl Seal, 111,4§i otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filedi e •••• • • • • re h ••••• • • • no change in the applicable building code negatively affecting the performance of this /MM. • TERMINATION of this NOA will occur after the expiration date or if there has beenre's nor c,hangg in the materials, use, and/or manufacture of the product or process. Misuse of this NOA,ps aaa,endorsefl8$fdf • any product, for sales, advertising or any other purposes shall automatically terminate this ■OS,. Failusert • 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 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0204.05 Expiration Date: April 3, 2013 Approval Date: April 3, 2008 Page 1 • • • • • • • • • • • ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -08, Sheets 1 through 5 of 5, titled "S -5000 Alum. Outswing Casement Wdw. (L.M.I.) ", dated 01/23/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5336, dated 11 /16/07, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 1/15/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemors & Coq,., jrle. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expki�An 12‘11/W. F. STATEMENTS •••• • • •••• • • • . . • • • • •• • • • • • • • • •• •• 1. Statement letter of conformance, dated January 15, 2008, signed ind'sealed by • • • Humayoun Farooq, P.E. • 2. Statement letter of no financial interest, dated January 15, 2008, sigfled'and sal :41> Humayoun Farooq, P.E. .... 3. Laboratory compliance letter for Test Report no. FTL- 5336, issued by Fenestration Testing Laboratory, Inc., dated December 7, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. None. E - I Manuel Per Product Control Exa er NOA No. 08- 0204.05 Expiration Date: April 3, 2013 Approval Date: April 3, 2008 SERIES 500Q ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT /CASMT OR CASMT 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 SmILM. THIS PRODUCT HAS BEEN DESIGNED AND TtSItU TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDMON INCLUDING HIGH VELOCITY HURRICANE ZONE (M41Z). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 10 TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONOmONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATQNALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. m J c WINDOW WIDTH SN(:1 F VFNT WDW, 1/8' HEAT STREN'D GLASS .090' INTERIAYER BUTACITE PYB BY 'DUPONT' 1 /8' HEAT STREN'D GLASS SILICONE DOW CORNING 795 • • ••• • • • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • • • .•. • • • •• • • • • • • • • • LURFACE oPPUED • • • • • • IIPLSG VUNTINS • • n _ • • • • • • ITIoN • • • `1 • • • • • • • • • r • 24 • • • -• •Y i • • ••. •3 •• m • • •- ) • • • •� /• II )6 o• • )• • j • • ,ti •( \ � 11 / 30 5 /8' D.L OPG 35 7/8' VENT WIDTH 1 74 WINDOW WIDTH 3 \ ii rt \ ,1 \ U \ }}N?� \ 1. / 11 / 11 DUAL VENT WDW, 30 5 /8' D.L OPG 35 7/8 VENT WIDTH MAXIMUM DESIGN LOAD RA N =+ 85.0 PSF (FOR SIZES SHOWN ABOVE OR ) — 85.0 PSF THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Ent.. Ea HUMAYOUN FARMS STRUCTURES ..;.r n _.,_ ^ . ,,o . , ol CSC RA PE 7 18557 Ft.e.ec Oa:. x ,. a: CAN. 7SJ8 O, �NOAk_Qa- NOTE: / �` I z:1 J 3 � 1a1 GLASS CAPACITIES ON THIS SHEET ARE /•� /! BASED ON ASTM E1300 -02 (3 SEC. GUSTS) 6 ZOOa AND FLORIDA BUILDING COMMISSION � 2 DECLARATORY STATEMENT DCAOS— DEC -219 V Z F1 1 .o 0. 8 drawing no. W08 -08 sheet 1 of 5 • •. • • • • • • • • • • • • • • •• •• • • • • • • • • ••• • • . • • • • ••• • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHOR SEE ELEV. FOR SPACING TYPCAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • • • • • • • • • • • • • WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; ME ELEV. FOR SPACNG 1/4 TAPCON$ INTO 28Y WOOD BUCKS OR W000 STRUCTURES 1 — _.�Pla •1. • ° ��i THRU 1 BY BUCKS INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090% INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8 THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAI EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2 MIN. INTO W000 STRUCTURE = 3/ MIN. INTO METAL STRUCTURE = 3/4° MIN. SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. SINGLE VENT WINDOWS DUAL VENT WINDOWS • • ••• •• • • • • • • • • • • • • • • ••• • • • • •• • • •• •• • • • • • • • ••• • • • • • • • • • • • • • •• Engr: DR. NUMAYOUN FAR000 STRUCTURES FL0. 1 Y 18657 CAN. �uSJB JAN 2 8 2008 Approved av complying era the Fineirin %kW C Date a'.! •D1 NOA@ sT.lSifleXiLI[dL z g aRvis 3 !.1: 8 8 1 drawing no. W08 -08 Sheet 3 of 5 ) ITEM PART / OOANTYTY DISCRIPTION MATERIAL MANS. /9UPPLWR/SSM6 68 1 ESS001 -5 1 FRAME HEAD 6063 -76 - 2 ES5001 -6 1 • FR* BILL • • • • 6083 -78 - 3 ES5001 - 3 1/ VE* HI 47u, • • • • -. .. E . MB -tATM1 SIDE • • • • 8083 -78 6063 -7B - ... ` - _ 5 ES5001 -4 1/ �� _ ES5002 -I 1/ Wl* a . • RAIL • • • • 8083 -78 - 6 1155002 -2 1/ VENT VENT BOTTOM RAIL 6083 -T6 - 7 E55002 -3 1/ VENT VENT SIDE RAIL -HINGE SIDE 6083 -T6 - 8 _ 155002 -4 1/ VENT VENT SIDE RAIL -LATCH SIDE �/e8 • SIE :. :1 /r i ° • FROM BOTTOM) GIjZNO • • • • 610 • 6063 - 78 6083 -T8 6063 -T6 - - - 8 ES5004 -1 2/ VENT 10 1151008 -4 AS REOD. 11 ES1010 145 RED. Guam "a •� - �T - • • son Plc - 12 - AS REOD. ' -1 NOW ASS ABLY 'CREWS .1141 • • - 810 X 1 -1/2" PH SMS 13 - 2/ SNUBBER SNUBBER INSTALLATION SCREWS - #8 X 1/2" PH SMS 14 E55008 AS RE00. OUTER WEATHERSTRIPPING NEOPRENE - 15 ES50058 AS RE00. INNER WEATHERSTRIPPING NEOPRENE - 16 PJS40 -SS AS 81100. CORNER LOCK - SULLIVAN & ASSOCIATES 17 30158 2/ VENT 4 8AR HINGES-HEAW DUTY - TRUTH HARDWARE 18 - 3/ HINGE HINGE MOUNTING SCREWS AT FRAME - 810 X 1/2' PH SMS IBA - 4/ HINGE HINGE MOUNTING SCREWS AT VENT - 810 X 1/2' PH SUS 18 23 SERIES 1/ VENT SINGLE ARM OPERATOR (AT 8-1/2' FROM ENDS) - TRUTH HARDWARE 20 - 4/ OPER. OPERATOR UOUNIING SCREWS - #10-24 X 3/8' PH SMS 21 30175 1/ OPER. 13-3/4" LONG TRACK ST. STEEL TRUTH HARDWARE 22 - 2/ TRACK TRACK MOUNTING SCREWS - #10 X 3/8' PH SS SUS 23 - 1/ VENT LOCKING HANDLE - SULLVAN & ASSOC. 24 - 2/ VENT LOCKING CAM (AT 11-1/2" & 50 -1/2' FROM BOTTOM) - SULLIClAN & ASSOC. 25 - 2/ LOCK LOCK MOUNTING SCREWS - #6-32 x 1/2 PH MS 26 ES5013 1/VENT LOCK HANDLE/CAM CONNECTOR - 1/4' x 1/2' AWL BAR 27 1155011 2/ BAR CONNECTOR SCREWS - CUSTOM 28 0S- 200K -SE 2/ VENT KEEPERS (AT 12' & 51" FROM BOTTOM) ST STEEL SULLIVAN & ASSOC. 29 - 2/ KEEPER KEEPER mom= SCREWS - #10 X 3/8" PH SUS OPTONAL 5/16" BOX SCREEN - - 31 ESSO14 - 1 - DRIFT RESTRAIN CLAMP, 8' LONG 6063 -76 AT MIDSPAN OF VENT 32 - 3/ CLAMP CLAMP MOUNTNG SCREWS - 810 X 1/2" PH SMS 13 1155009 2/ VENT ANT SAG SKATE, 2' LONG NYLON /CELCON M&M PLAaIICS 34 - 2/ SKATE SKATE MOUNTING 5CREKS - 8 x 1/2' PHSMS 35 - 2/ ASSY. TANDEM LATCH SPACER - - 36 ES5003 -1 1 IMPOST 6063 -T8 37 ES5010 AS ROD. IMPOST b,DFWER 8083 -76 3.030 0000 0000 p--- - 2.125 1 1.218 .691 FRAME IMPOST IMPOST STIFFENER 2.081 62 I 2.530 I I 11—.1 147 ' 062 .837 GLAZING BEAD • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • ••• 6 • • • 6 • • • • • • • • ••• • • • • ••• Eng1: 09. NUMAYOUN FAR000 STRUCTURES RA PE # 18557 CAN. 3538 JAN 2 8 2008 V Z 8 J 1 3 1 I 1 6 J k drawing no. W08 -08 (sheet 4of 5 ) IMPOST CORNER VENT CORNER • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • •• • • • •• • • ••• • • • c c 8 0 1 drawing no. W08 -08 ) 10 c 0 u v c 1 (sheet 5 of 5 3 8 MIAMI.DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, LLC 10653 N.E. Quaybridge Court Miami, Fl. 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami —Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Product Control Division (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zo - DESCRIPTIO APPROVAL DOCUME / , ... „��� :, R �„ it renc, aq�s• l , sheets 1 through 7 of 7, prepared by Al— Farooq Corporation, dated 06/10/04 iu}d tasj revised, on . 08/14/09, prepared by AI— Farooq Corporation, signed and sealed by Arshad Vigar, . bgarin g de. • • • Miami —Dade County Product Control Renewal stamp with the Notice of Acceptance numb€» and expiration date by the Miami—Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •••• •••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or • . •' • • • following statement: "Miami Dade County Product Control Approved ", unless otherw,isa d herein. • • • REVISION of this NOA shall be considered after a renewal application has been filed and there ha's�,eeg• • no change in the applicable building code negatively affecting the performance of this lorodu at. • • • • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or'chaxge • 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 renews NOA No. 07- 0828.09 and consists of this page 1 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. 01i 8'0" Outswing Aluminum French Doors w/ wo Sidel tes — MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.2ov/buildingcode • • .... . .. . • NOA No. 09- 0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 Page 1 • • • • • • E. S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 -51, titled "Series -3000 Alum Outswing French Doors (LMI)" sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 06/10/04 and last revised on 08/14/09, prepared by A1- Farooq Corporation, signed and sealed by Arshad Viqar, P. E. B. TESTS 1. 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 aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5164, dated 08/01/07, signed & sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0828.09) 2. 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 •••• along with marked -up drawings and installation diagram of aluminum outswirig• • • French door, prepared by Fenestration Testing Laboratory, Inc.,'�est Import rfio.;s FTL -3947 and FTL -3955, and dated 02/04/04, both signed ands 8d by Ed ifi do J. Largaespada, P. E. (Submitted under previous NOA No. 04- 0712.02) • •••• • • • • • C. CALCULATIONS • • • • •• • •• • 1. Anchor verification calculations and structural analysis, comply FBC 20b7, prepared by Al- Farooq Corporation, dated 08/14/09, signed and ieale�iby Arshad � • Viqar, P. E. • • • Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami -Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. E -1 c-Y 4(:4C Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 E. S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 3. TREMCO Part No. TR- 14271E EPDM exterior glazing gasket complying with ASTM C864 Option II exceptions, ASTM D412 1600 PSI, D395B 22 HRS 158 °F. E. STATEMENTS 1. Statement letter of conformance and no financial interest, dated December 30, 1997, signed and sealed by Humayoun Farooq, F.E. 2. Laboratory compliance letter for Test Report No. FTL -5164, issued by Fenestration Testing Laboratory, Inc., dated July 31, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0828.09) 3. Proposal No. 06 -0411 issued by BCCO, dated February 06, 2006 and July 31, 2007, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 07 -0828.09) 4. • Laboratory compliance letter for Test Report No.'s FTL -3947 and FTL -3955, issued by Fenestration Testing Laboratory, Inc., dated March 22, 2004, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 04-0712.02) .... • • G. OTHERS • • • •••• 1. Notice of Acceptance No. 07- 0828.09, issued to E. S. Windows,•EE g? for theif Setts "3000 Aluminum Outswing French Doors w / wo Sidelites ", approved b$' ?0/25/07 and expiring on 09/16/09. • • • • • • • • • • .... •••• E -2 • • ••.• • • • Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 • • • • • • • • • • • •. • • • • • • • • • •. • •••• •