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WS-14-1119
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-213328 Permit Number: WS -5-14-1119 Scheduled Inspection Date: September 12, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: , Work Classification: Window/Door Replacement Job Address: 9035 NE 5 Avenue Miami Shores, FL 33138- Phone Number (305)219-8267 Parcel Number 1132060400040 Project: <NONE> Contractor: APC ENGINEERING ENTERPRISES INC Phone: (305)219-8267 rsunamg uepanment comments REMOVE OLD 17 WINDOWS AND 2 DOORS AND INSPECTOR REPLACE WITH IMAPCT RATED I COMMENTS False September 11, 2014 For Inspections please call: (305)762-4949 Page 12 of 35 Inspector Comments Passed 40 Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 11, 2014 For Inspections please call: (305)762-4949 Page 12 of 35 r Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: R6DINO JOB ADDRESS: q ®3 S 'ri • E Permit No. MAY 3 0 2014 BY: FBC 20 Master Permit No.& P/ `` /14? ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO >/ Flood Zone: OWNER: Name (Fee Simple Titleholder): 45C\y Phone#: Address: t 13'0 W • i 0 *'" 6tNr._ City: t At ea VN State: Zip: �� ® t Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: P! PG Ev,�o ,n -e,r � t n 4 %w 4 . Phone#: Address: '%( o w- ( O*u C City: 14 to. (°eQ H State: 1p . Zip: � 310 / C) Qualifier Name: ` 1)ay L J "-b i ? to 4 i (tZ Phone#: State Certification or Registration #: C.&C, 1 i P 1 Certificate of Competency #: Contact Phone#: 3D S -'Z L 97 6 7 Email Address:et V / qc' F✓J Gi / �' G o r'7 DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ ®� Square/Linear Footage of Work: Type of Work: ❑Addition nn OAlteration ❑New. , ORepair/Replace ODemolition Description of Work: (w M0 e 1 46'- ' a v' d a o yzx ae P ( 4cC %,, t 4 - to Z -1A A 12 A CA (L4 elo o 4--r--X a V1 11 t-j'n46L+r - 4th - Color thru tile: Submittal Fee $ Scanning Fee $ Notary $ Double Fee $ _ Permit Fee $ Radon Fee $ CCF $ CO/CC $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Structural Review $ TOTAL FEE NOW DUE $Ckg- Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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. a Signature Signature Owner or Agent Contractor s The foregoing instrument was acl wl ged befo;e m this day of , 20 _, by � C �- who i rson me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: MyC APPROVED BY RO My Commission Expires July 26, 2015 The foregoing instrument was acknowledgedk ore me this-9— day hisday of,20jby�LJt 64 PLA 1e eA who i rsonally know o me or who has produced as identification and who did take an oath. Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/04) NOTARY PUBLIC: Sign: / Le7 /r' IX/ W Print: �'RY 046 : -SANDY RO My Com _� ,z` •e • MERO •_ "mission # EE 116040 %yah nc�P�: My Commission Expires '40% July 26, 2015 Zoning Clerk GNOT& 7bbROM 1stltro 108WoymsaeZaMHMofaadmladdemcat COO. Amawspatdtoandbyihesewomnmagararesiwa Ream mffkd(AQ.c.'waalatdoum6thoaloata&"amshowuhuoib womaigund pawmandemnalWiadedintkot . D. NAME & ADDRESS Aiykay lavestntads B, LLC, a Flodde haired Liability Company OF BORROWER: 14125 NW SOdt Ave Supe 201, Mietmi Lake% FL 33016 E, NAME & ADDRESS Finland National Mortgage Assoolaft a/Wa Femde No . OF SBLLER: 14221 Aft Parkway, Suite 1000�DWh%TX 752$4 R NAMB & ADDRESS Bleck River Pattmra, LLC, a Ulab LftnW LiabWy Company OF LANDER: 8015 Olanwrid Drive. Park City, UT 84048 L SETMEMENT DAT$: 5/0612014 DISISURSEMM DATE: S/06l1014 J_ Smm "offlerrewmAnTra-"fl n 1C_ ammm" ofSeffatinTreesaedon 100. Groes Amount Dae From Borrvwm 400. Cross Amount Dae To Sellers 101. Loam mks Popp 319 401. Cot s" ON 319=00 102. FeMNA PMW 40L Personal 103.8eala wad obaW to bonowor 1 6 403. 104. 404. 108. 405. 106. teles to In Adi an 406 CRYAMP testes to 107. CMM taxes to 407. CoMY Sexes to 108. Assts to 40L A to log. Non Ad Valium MM14 to 9/3=14 409. Non Ad VWw= 30014 to 9/ OM14 110, 410. 111. 411. 112. 411 113. 413. 114. 414. 113, 1413. 116 416. 12L Grp Amount Dae From Borrowers 325,M.74 420. Gross Amount Dae To SAM 319,302.26 201. urea wd SOI. titcaaes eeahtahtrodtun 202 Mand ofow bRO s 302. Sestleotent maeuer 1 19.240.00 203. s taken to 2KSdWhWMcM9WP0IWY 303. &Aft Wants)taken sqVM to 25.0C Soo PapffIsML let. 205, 2M, 503. rqoff2nd ft La. S66. 34arPaid 207 507, Tax 2013 RETAXES POC 87891.94 los. SOL 209. $09. Adjustments For Items UnpoW By Saddam 210. CWtpwn taxes to 211. Canny taxes Ol/01/I4 to 0.4!06/14 Adjustments For Itema Umpatd By Sedeir 510, tenses to 511. county taxes Oi/01/14 to OSM4 5830 21L AMMMO to S12. Asussmeuts to 213. $ia. 214. $14. 215. 513. 216. 516. 217. 517. 218. SIB. 219. $19. 220. Total Paid By/For272,583.30 Borrowers 52& Total Reductions In AmountDoeSORM 21,823.30 301.4wssateoud due from bmrowar 12O 302. Less amnW d orhouawer 220) 525.727.76 601. Own Maluddno towfle 420 0 60t i ass rednotbas to amoixm loo eailm {Bao 19 21 303. Cosh (®FROM) �i'O) Borrowers 53,144.46 603. Cash 4OW) IOFROM) SdI- 297,47&96 S&4 -3S384910-1 Previam F.dmott is Meta HUD.1(340 Form No.181 RRA, HB4305.2 346 Page 1 of 3 SELLER'S ANDIOR BORROWER'S STATEMENT Fsaaw: 14-9526 I have carotltHy reviewed the HUD -1 Settlement Statement end to the best ofmy knowledge and be8ef, It is a true and accurate statement of ail receipts and d(SbUmateat8made on my account or by tae in this transaction. I fhnher certiijt that I have recaived a copy ofthe HUD -1 Seulerment Statement. Bonvworstputahasers Alykay Investments Ii, LLC, a Ftorlds Limited Liability Comptmy By: Sellers Fad ani ma ciation �kJ tuuri ere Chad Brown as Authored Signing Officer Of the Lava Office of Daniel C. Cormagra P.L, as Attorney -in -Fact for Federal National Mortgage Association (Fannie Mae) no HUD -I Settlement Statement which I have prepared is titre and accurate account of this trarxction. I have caused or will amus; the Am& to be disbursed in accordance with� „�„this em t Settlement Agent ' /� Pete: / t...t Madbel Rodriguez, Buyet's Title, Ina WAI2M0 It Is a crime to knowingly make Use statements to the United States on this or any other similar form. penalties upon conviction can include fine or imprisonment. For details teas Tide 18 U.S. Code Section 1001 and Section 1010. SELLER'S TAX INFORMATION SELLER'S CERTIFICATION OF TAXPAYER IDENTIFICATION MIMBER (substitute W 9) You arc required by Iain to provide the Settlement Agent (see block H) with your correct taxpayer idanGflcation number. If yen do not provide your Settlement Agent with your correct taxpayer identification number, you may be subject to civil or criminal penahies imposed by law in the Tax Reform Aa of 1986, under Intemal Revenue Code Sections 6045(o), 6676, 6712, 6723 and 7203. Under penalties of perjury, I certify that the number shown on this steamtem isZMYC., pa a numbeL,SSN Signed: National octgage Association aWs Fannie M Fr -m SSN 'litn6fild 08 AUUWV.W UWQ Officer Of file Law Office of Daniel C. Cwmwgra sisnRL. as Attorney -in -Fe d for Federal National Morfgage Association (Fannie Mae) Signed: Seller's Forwarding Address: 14221 Dallas Parkway, Suite.] Ow Daft TX 75254 PROCEEDS FROM REAL ESTATE TRANSACTIONS (substitute form 1099.5) The information contained below and In Weeks 1I G, H and I is important tax information and Is being supplkd to the Internal Revenue Service. If you are re bmi tonic a return, a noolgenee penalty orother Motion will be Imposed on you if this item is requited to be reported and the IRS determines that It 11011- not asnot been reported if this real estate was your principal rosidmc e, file Form 2119, Sale or Exchange of Principal Residence, forany gain, with Your income tax return; tar other transections, complete the applicable parts of Form 4707, Form 6252 mWor Sdnedule D (Form 1040). GROSS PROCEEDS: t 3191000A nCheck here If the Seiler received or will receive property or services as pan of the consideration, Real properly tax amounts reimbursed S _ p PROCEEDS ALLOCATION FOR MULTIPLE SELLERS When more than one sober is involved In the transfer of property, they may elect to allceere the Gross Proceeds between the named parties f cr the purpose of reporting such amounts to the Internal Revenue Service. This DOES NOT apply to a husband -wire relationship or to a pararerarnip. If the proceeds are allocated, the sum of the individual allocations must equal the total Gross Proceeds above. Use the space below or submit a shed listing name, address, taxpayer Ideadfl adon number, and allocation amount. Page 3 or3 rl\ - rn h 3 CA :b 0 lip 60 Do% I \ 41. x� I l — 0-10-7 • 02 420 B'? MAY 8 0 2014 PERMIT##. " Miami Stior� ll APPROVED ` DATE— ZONING DEPT BLDG DEPT SUBJECT TO CCMPL ANCE WITH ALL FEOEwu. STATE AND C CUMY MJLES AND REG NS x� I l — 0-10-7 • 02 420 B'? MAY 8 0 2014 MecaWind Std v2.2.4.6 per ASCE 7-10 Developed by MECA Enterprl.5'- , In,:. f:opyrighi. vrww,mecaenterprises.com Date : 5/14/2014 Project No. 14 -DD -05 Company Name : APC Engineering Enterprises, I Designed By LUIS M. ULLOA P.E. # 63909 Address : 2510 W 10 Avenue Description Wind Calculation City : Hialeah Customer Name State : Florida Proj Location 9035 NW 5 Avenue Miami FL 3313 File Location: J:\LMD Engineering\Projects\APC Engineering\windows and doors pressures\9035 NE 5 Avenue, Miami Shores FL 33138 2014-05-13\05-13-14.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) 0.01 Alpha = 9.50 Zg = 900.00 ft At 0.11 Bt 1.00 Am 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon 0.20 Zmin = 15.00 ft Slope of Roof 3.096774 : 12 Slope of Roof(Theta) = 14.47 Deg Ht: Mean Roof Ht = 12.00 ft Type of Roof = GABLED RHt: Ridge Ht = 16.00 ft Eht: Eave Height = 8.00 ft OR. Roof Overhang at Eave= 2.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 68.00.ft Bldg Width Across Ridge= 58.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Ha) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/L=)^0.63))^0.5 = 0.91 Gust2: 0.925*((1+1.7*lzm*3.4*0)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gust1 or Gust2 = 0.85 Table 26.11-1 internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (PffM-RS) - Ref Figure 27.4-1 L E3 Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(v)^2*I*Kh*Kht*Kd - 33.94 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 4354.13 £t^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 68 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -Gcpi (psf) --------------- ------ ----------- ------- Leeward Wall -0.50 -20.53 -8.32 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +Gcpi -Gcpi +/-Gcpi ------------------------------------------------------------------- Windward 8.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51 Windward 3.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51 Roof Location CP Pressure Pressure +GCP1(psf)-GCpi(psf) _______________________________________________.._________----------_..__-__- Windward - Min Cp -0.52 -21.11 -8.89 Windward - Max Cp -0.02 -6.69 5.53 Leeward North to Ridge -0.48 -19.96 -7.74 Overhang Bottom Side (Windward only) 0.80 23.08 23.08 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall 6 Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 14.5 Deg, h/l= 0.18 Note (6) Overhang bottom based upon windward wall Cp and GCpi = 0. MWFRS-Wall Pressures for Wind Normal to 58 ft .,all (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall CP --------------- ------ Leeward Wall -0.47 Side Walls -0.70 Pressure Pressure +Gcpi (psf) -GCpi (psf) ---------------------- -19.54 -7.32 -26.30 -14.09 Wall Elev Ka Kat Cp qz Press Press Total ft Pef +GCPi -GCpi +/-GCPi ------------------------------------------------------------------- Windward 16.00 0.86 1.00 0.80 34.41 17.29 29.51 36.83 Windward 8.00 0.85 1.00 0.80 33.94 16.97 29.19 36.51 Windward 3.00 0.85 1.00 0.80 33.94 16.97 29.19 36.51 Roof - Dist from Windward Edge cp Pressure Pressure +Gcp:L4-f)-Gcpi (psf) -----^----------------------------------------- ------------ Roof: , � Roof: 0.0 ft to 6.0 ft -0.90 32.07 19.86 000�111111111 Roof: 6.0 ft to 12.0 ft -0.90 -32.07 -19.86 ,�OJ�CJ M�• UQ p�I�� Roof: 12.0 ft to 24.0 ft -0.50 -20.53 -8.32 Roof: 24.0 ft to 68.0 ft -0.30 -14.76 -2.55.R%% •� ;•G E N S�c••q • �s���' Notes - Along Ridge *. No 63909 •* Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.18 e Wind Pressure on Components and Cladding (Ch 30 Part 1) X .0 STATE ORE ,W -ft' )NA1- 111111 UCL�11-le i ♦G S O,q �5- ♦♦ �••�•• 4i *: No 63909 4-0 10 STATE OF i� % \�e♦♦ , ONAL��`�,• A �/� I/11% Of 9 # fill'%% L.A.J.P -4-LQ Roof wt 1 1 t I 1 e I t ► shown 2r 1 :2 2: 1 '2 1 1 t t f 1 t I 4 f t I g 1 r i�m,m®gym t t GaMe Roof 6 go "moi•®..aw®ate a All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = = 4.60 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCP GCP Pof Pof ------------------------------------------------------------------------------- DOOR / WINDOW 1.00 1.00 1.0 4 1.00 -1.10 40.05 -43.45 DOOR 1 WINDOW 1.00 1.00 1.0 5 1.00 -1.40 40.05 -53.63 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd - 33.94 psf UCL�11-le i ♦G S O,q �5- ♦♦ �••�•• 4i *: No 63909 4-0 10 STATE OF i� % \�e♦♦ , ONAL��`�,• A �/� I/11% Of 9 # fill'%% ,V MIAM MIAMI—DADS COUNTY, FLORIDA ,a PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida33175 2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w►vw.miamldade.sov/r►eral Labrador & Fundora Corp dba V & V Windows 2355 W Oh Avenue Mkileah,.1+L 33010-1454 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 Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 Zone. DESCRIPTION: Series "300" Outswing 8'0" Glazed Aluminum Entrance Door - L.M. I. APPROVAL DOCUMENT: Drawing No. W10-08, titled "Series Aluminum Out -Swing Entrance Door (L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 with revision "C" dated 11/22/11, 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. LIMITATIONS: 1. The maximum positive exterior design pressure shall be + 66.30 psf where water infiltration requirement is needed. 2. Glass lite wider than 36" shall be supported with approved setting blocks or clamps per FBC requirements. 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 Official. This NOA revises NOA No. 10-0406.04 and consists of this page 1, 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. M1AMaDADECOUN"M NOA No. 12-0113.02 • . ��, Expiration Date: September 01, 2015 V17Approval Date: April 19, 2012 Page 1 Labrador & Fundora Cora dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1: Manufacturer's.die drawings and sections. (Submitted under previous NOA No 10-0406.04) 2. Drawing No. W10-08, titled "Series Aluminum taut -Swing Entrance Door (L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 with revision "C" dated 11/22/11, 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 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, Type "C" swing door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum outswing French door, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-0403.02-08, dated 01/18/10, signed and sealed by William R. Mehner, P. E., Henry Hattem, P. F. and`Edmundo J.-Largaespada.-P. E. (Submitted under previous NOA No. 10-0406.04) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2007, dated March 18, 2010, prepared by Al Farooq Corporation, dated 08/10/10, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-0406.04) 2. Statement letter of conformance and compliance with the FBC 2010, prepared by Al-Farooq Corporation, dated 11/21/11, signed and sealed by Javad Ahmad, P. E. 3. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/2011, expiring on 12/11/2016. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-0113.02 Expiration Date: September 01, 2015 Approval Date: April 19, 2012 E-1 Labrador & Fundora Corn dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2010, prepared by Al-Farooq Corporation, dated 11/21/11, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of no financial interest, conformance and compliance with the FBC 2007, prepared by AI-Farooq Corporation, dated 04/30/10, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-0406.04) 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega. (Submitted under previous NOA No. 10-0406.04) 4. Laboratory compliance letter for Test Report No. ATLSF-0403.02-08, issued by American Test Lab of South Florida, dated 01/18/10, signed and sealed by William R. Mehner, P. E., Henry Hattem, P. E. and Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 10-0406.04) G. OTHERS 2. Notice of Acceptance No. 10-0406.04, issued to Labrador & Fundora Corp dba V & V Window for their Series "300" 810" outswing Glazed Aluminum Entrance Door - L.M.L", approved on 09/01/10 and expiring on 09/01/15. -9�Lal Jalme D. Product Control Section Supervisor NOA No. 12-0113.02 Expiration Date: September 01, 2015 Approval Date: April 19, 2012 E-2 1/0- s mei a 1/5" HEAT STREN'D GLASS C090° INTERLAYER BUTACITE PVB BY 'DUPONT' r1/5" HEAT SIREN'D GLASS 20 \ 25 1 11 GLASS TYPE 'A' 5/10" OVERALL. LAM. GLASS HEAT STREN'D GLASS 090° INTERLAYER SUTACHE PVS BY 'DUPONT' r-3/18" HEAT S RENb GLASS 20 \ m • I: I 25 1 � GLASS TYPE 'B' 7/18' OVERALL LAM. GLASS GLAZING OPTIONS THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSWING ENTRANCE DOOR �, S SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2. SINGLE (O/X) AND DOUBLE (0/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. li $ SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 4. > SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES AND TRANSOMS SEE SHEET 5. $ 41 LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL 3 °O > z APPLY TO ENTIRE SYSTEM. 9vcv's DOORS APPROVED FOR IN WHERE WATER INFILTRATION �--� RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDLLION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 888 0 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER c a LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. °R B MATERIALS INCLUDING BUT NOT LIMITED TOELAL SCREWS, THAT COME INTO c a m v CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. era • Mgr. JA AFI U r q Rt;E 70-992 PRODUCTRGVLSED CAN.• 08 0p> withdm Plaiide Codo/^�. AtcoPmncoNo aeo �S drawing no. W10-08 sheat 1 aF 12 39 5/8" MAX. 78"MAX. 4� 1 FRAME WIDTH _.___---- RAM WIDTH � o 12" 12"MAX Z 3 5" MAX.A H ff 5" MAX.HEAGA HEAD yffi! /SILLERS PoI'L' I CORNHEADERS Ill CORN RS HEAD ANCHORS i \ AT STILE ENDS (4) AT 3" O.C. 0 a o JI ,� LL/ LL LI m M a0 O ACT{VE 1 ACTNE � 9tlAGTNE � �c c a' O gy�� 11> SURFACE APPLIED B SURFACE APPLIED B-� L� FALSE MUNniNS OR FALSE MUNTINS ORJ Val 3 ,[ DECORATIVE GRILL 26 3/4" MAX. 1° DECORATIVE GRILL 28 3/4" MAX. 26 3/4° MAX. fO $ Q MAY 8E USED D.L. OPG. MAY BE USED D.L. OPO. D.L. OPG. a = 38 3/4" MAX. 38 3/4" MAX. O LEAF WIDTH ---- LEAF WiM W (XX) g DOORS LOAD CAPACITY — PSP DOORS LOAD CAPACTfY — PSF c SINGLE DOORS WITHOUT TRANSOM (%) id DOUBLE DOORS WITHOUT TRANSOM (XX) GLASS TYPE GLASS TYPE C GLASS TYPE GLASS TYPE NOTE: DOOR DIMS. p' B• DOOR DIMS. A' 'B' GLASS CAPACITIES ON THIS SHEET ARE FRAME FRAME EXL(+) 9O'.(-) EXI'.(+) INI'.(-) g FRAME FRAME pR(t) pn(_) qR(+) (_) BASED ON ASTM E1300-04 (3 SEC. GUSTS) WOM WIDTH HEIGHT HEIGHT AND FLORIDA BUILDING COMMISSION o 0 7z° 96" 70.0 80.0 70A BOA DECLARATORY STATEMENT DCA05-DEC-219 39-5/8 88.3 78.8 m s 78" 88.3 75.8 88.3 75.8 ° 37^8/8 96° 70.0 80A 70A 80.0 $ o b Engr. ' CN0. U1AD N u 9 F Cmµ i 70892 pDtrCT'REVISED g ' '3,0.7,8 BUR" ,Ne it o2 ZolS' drawing no. N 19tim1 oPcad Coau9i'� W10-08 � sheet 2 of 12 39 5/8" MAX. 76' MAX. FRAME WIM FRAME WIDTH Z 35" 7t 5/16' Q LLD.L. OPG. 12" D.L. OPG. 12' F S" MAX. MNK5MAX. MAX' ALUM REINF. HEAD/SILL su COp CONs n SILL yA� o (2) ANCHORS (4) ANCHORS G7 h AT TRANSOM ENDS 30 AT TRANSOM ENDS' n o SINGLE DOORS n DOUBLE DOORS f - gash I I, II I II E w U i W 11 1 w N II 1 II i U W 44 > y.M \\ i H 1 i =m I ACTIVE �1 r INACTIVE __ ` SURFACE APPLIED B SURFACE APPLIED B u $ $ FALSE MUNTINS OR FALSE MUNTiNS OR Ed S3 DECORATIVE GRILL 28 3/4' MAX. tD $ DECORATIVE GRILL 26 3/4' MAX. 26 3/4° MAX. lug MAY BE USED WAY BE USED H 1C - D.L. OPG. D.L OPG. O.L OPO. 38 3/4" MAX. 36 3/4' MAX. NOTE: LEAF WIDTH LEAF WIDTH GLASS CAPACITIES ON THIS SHEET ARE (OLX) (O/XX) BASED ON ASTM E1300-04 (3 SEC. GUSTS) c m AND FLORIDA BUILDING COMMISSION '� B DECLARATORY STATEMENT DCA05—DEC-219 m DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF SINGLE DOORS tTITH TRANBora (o/x) DOUBLE DOORS DiT11 TRANSOM {o/aac) o Y GLA88 TYPE GLASS TYPE GLASS TYPE GLASS TYPE F r.--IAD AHMAD .i DOOR DIMS. 'A' 'B' DOOR DIMS. 'p' 'g' CMsl� WIDTH HEtGM EXT.(+) INIFRAME FRAME RAME'.(—) EXT.(+) WT.(—) WIDTH Hmu EXT.(+) INT.(—) EXT.(+) INT.(—) �CA.IJ�38' � RODUCTRwial Dlit, ,t'Ik �wuttu'urePt�ieO ^^ 37-5/8' 120" 70.0 80.0 70.0 80.0 72' 120" 7Q.0 60.0 70.0 80.0 i A NO 1+—D' f��✓2 39-5/6° 68.3 75.8 66.3 789 78' 86.3 75.8 88.3 75.6 S drawing no. iAd�PIVIGtctd�{���8 ' sheet 3 of 12 NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDEUTE CHART WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD CAPACTPY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS WITHOUT TRANSOM 145" FRAME WIDTH SIDEUIE WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPE 'A' GLASS TYPE 'R' SIDELUE SlDELITE 9IDRLITE SIDELFM W/0 REINF. W/ ALUM IMW. W/O REINF. W/ ALUM REM. EXL(+) IM.(-) Emw GIT.(-) EXT.(+) 04T.(-) w.(+) IM.(-) 24 28 32 36 40 80 70.0 80.0 70.0 B0.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0-- 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 28 32 36 40 84 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 _ 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 60.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 8D.0 24 28 32 38 40 80 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 7D.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 2470.0 28 32 38 98 78.8 70.0 80.0 70.0 78.8 70.0 80.0 70.0 71,2 70.0 80.0 70.0 71.2 70.0 87.4 87.4 70.0 80.0 87.4 87.4 70.0 80.o 80.0 84.1 64.1 1 70.0 75.5 1 64.1 84.1 70.0 80.0 NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDEUTE CHART WILL APPLY TO ENTIRE SYSTEM. 145" FRAME WIDTH CLUSTER OF31 12' 3' AT HEADC/ RS 12' 3/8' D.L OPG. 0 TV, SILL P 0. Alii \ x M o II 1 I - - ACTIVE I INACTBlE -- --- 1 SO j O SURFACE AP OR z yam$ FALSE MUNTWS DECORATNE GRILL 25B 3/4' MAX. 28 3/4' MAIC. v .S v a x MAY BE USED D.L. OPG. D.L OPG. SIDEUTE WIDTH38 3/4' MAX. MAXUSE ALUM REINF. AS PER CHART SEE CHART AT LEFT LEAF WIDTH o� C 4 M U Engr aAvao AHMAo pV�IL� L ;T a SCAN $838 owxrRymsm eRcot:;9omft UroFtodd6 do t A� If" t` 12 VGLASS NOTE:No CAPACITIES ON THIS SHEET ARE Rad,01.1 drawing no. BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION Prmlop 0_08 DECLARATORY STATEMENT DCA05-DEC-•219 .heat 4 of 1 DESIGN LOAD CAPACITY - PSF DELITES W/ SOIOLE OR DOUBLE LEAF DOORS W/ TRANSON SIDELITE WIDTH INCHES FRAME HEIGHT INCHES GABS TYPE 'A' CLASS TYPE 'B' SIDE M SIDELITE W/ STL RRINF. W/ STL REINF. EXT.(+) INT.(-) EXT.(+) BHT.(-) 24 28 32 36 40 98 1 70.0 70.0 80.0 80.6. 70.0 ..70.0 80.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 1 70.0 80.0 70.0 80.0 24 28 32 36 40 102 700 BOA 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 aO.o 70.0 80.0 _70.0 70.0 80.0 70.0 800 24 28 32 36 40 106 70.0 80.0 70.0 800 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 8D.0 24 28 32 36 114 70.0 80.0 70.0 80.0 70.0 80.0 70.0 70.( 80.6 70.0 80.0 80.0 70.0 77.4 70.0 77.4 24 28 32 38 120 70.0 73.6 700 73.6 70.0 70.1 70:0 70.1 68.8 66.8 88.8 66.8 83.9 63.9 83.9 63.9 NOTE: FOR DOORS CAPACITIES SEE SHEET 3. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. CLUSTER OF (9) ANCHORS FOR WAL ATiO INTO WOOD AND THRU WOOD BUCKS ONLY CLUSTER OF 6) FOR FOR ALL OTH INSTALLATIONS N a STEEL USE AS PER 31 71 5/18' D.L. OPO. ALUM REINF. 12" MAX, n SILL fLA.CAN. ' PEA 7 3850892 8 , NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 31 OF / I \ RBtTISBD M with ate Florida g `V S2 .� y P %S drawing no. eatro,' W'i 7;; sheet 5 of 12 W I I - ' •� ACTIVE INACTIVE a 26 3/4' MAX. 26 3/4" MAX. O.L OPG. D.L. OPG. 36 3/4' MAX. fLA.CAN. ' PEA 7 3850892 8 , NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 31 OF RBtTISBD M with ate Florida g `V S2 .� y P %S drawing no. eatro,' W'i 7;; sheet 5 of 12 TYPICAL ANCHORS SEE ELEVATIONS 9 16" MIN. • FOR SPACING BOLT s PENETRATION • "�''s . r . U i � T fl 20 a AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEv. FOR SPACING ]/-A" DIA TAPCON BY 'FNP OR (Fe=120 KSI. FY -92 KSI) .. ]/4" DIA. U TRACON BY ' CO' (Fu=177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 7 2 MIN. " TYPICAL. ANCHORS SEE ELEVATIONS T 1-1/4" MIN. EMBED INTO CONC. OR MASONRY FOR SPACING PENETRATION 1-1/4" MIN. EMBED INTO GONG. OR MASONRY SPACING FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEv. FOR SPACING ]/-A" DIA TAPCON BY 'FNP OR (Fe=120 KSI. FY -92 KSI) ]/4" DIA. U TRACON BY ' CO' (Fu=177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO GONG. OR MASONRY A14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE IMO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILT. OR JAMBS f e - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. SEALANTS: Eng..JAYAD AHOW FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL crv�L .. Fu PE ¢7Dg9a, CAN. METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. WEEPS; 3/16" X 3/4" WEEP SLOTS AT 3" FROM EACH END n V LM ca W DOOR DETAILS o 8 f3 R)CT REMM S �^ Vw%w(fh 010 Fbddm umcNO 12��t3.02 /$ drawing no. Pmacs>umi W10-08 sheet 6 of 12 /4 Mme. � © 0 1/4- MAX. lay o METAL . WOOD SUCK P. ¢ I a STRUCTURE 1 € Y 20 15 2 TYPICAL ANCHORS � p h , tl SEE ELEV. TYPICAL ANCHORS FOR SPACING SEE ELEV. & 6 Q FOR SPACING ,e Q 3 a o EXTERIOR° ` � e LL to to5 g 1 17 17 8 D.L.O. LEAF WIDTH O FRAME WIDTH -� i 1/4° MAX. SHIM � •� .� � o � SHIM Fj 1a' >+�, id `o °a OR WOOD UCK •p � OR>1 UCTURE JJ n 20 C� V. .' e TYPICAL ANCHORS+. SEE ELEV. +' FOR SPACING o SI(� ANCHORS 17 17A FOR SPACING LEAF WIDTH 7; IT �+ o FRAME WIDTH s Gam o ' O • o aw. JAVAO •® p 7oas2 rxonucrlativissn g � .UMMceNo &ozOJ$ y 5 drawing no. DOOR DETAILS ' W10-08 sheet 7 of � Q TYPICAL ANCHORSSEE FOR SPACING iY o Z 2t t � Q' to p&ao ci 7 e/7OW BOg" DO LT 10 PENETRATION t 2, MAX.' S o e. DO ONLY I I s jIle) > .gaN=� TYPICAL ANCHORS ^ e, . SEE ELEV. FOR SPACING D.LO. g FPME WIDTH u d N .- g<m., w ' Ems" �A,odAO • � � Fl c q w s 2 Pttontrcra ll, M �. k � 2�1t esanmPlYk,gtvNhltmI.7etida °b 12"0 113.02 � NOd Ol$ drawing no. TRANSOBrt D TAILS sheet $ of 12-1 TYPICAL ANCHORS �v SEE ELEVATIONS FOR SPACING 0 O#10 X 34" FH TEKS 21 AT 10 FROM ENDS ® $ h 1 AND 24° O.C. MAX. oaoO 10 �04p p lu cs a z�: TOM elm NMI J D.L OPO. D.L. OPO. a 21 4 o OK DOORS aIn 1/4" MA1(.• , #10 X 3�4° FH TEKS WITH R /M CAN NF WITHO RM EINFORCING DOORS W/ TRANSOM ARE WITH STEEL REINF. ONLY EW+ SHIM <' H AT 10 FROM ENDS O SEE SHEETS 4 AND 5 FOR CAPACITY co E jG AND 24" O.C. MAX. W is >� 1 8 it95� 7YPICALANCHORS 0 .—.— SEE ELEV:- ' • I I o FOR SPACING JL .. `• t D.L OPG. 4 D.L.O. c LEAF WIDTH -- FRAME WIDTH 0 21 i �Csmu 0 o . L � Fnor ,waao.a AQ d o e Inn \ FLA. C.aPNE.3838 'FODUCTREVISED g comptyingw4lt TmlIloriM if diagCodewimlM,f/i 02 TYPICAL ANCH RS SEE w I U—}�.0 8 FOR LA TAry g chest g of t 2 ACTIVEEAE: OPTION 8181: 3 POINT LOCK ASSEMBLY BY 'SULLIVAN AND ASSOC.' 7/16' X 3' THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW DOLTS ATTACHED TO LOCK BY CONNECTING RODS LOCK LOCATED AT 52-3/4' FROM BOTTOM LOCK HANDLE AT 49-1/2' FROM BOTTOM OPTION s2: CONVENTIONAL DOOR LOCKSET WITH HANDLE BY 'SULLIVAN AND ASSOC.' LOCATED AT 39' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCK BY 'SULLIVAN AND ASSOC.' LOCATED AT 46' FROM BOTTOM INACTNE LEAF CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-3/4' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 38-32 X 1/2' FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. JUNGLS: OPTION All 4-3/4' BALL BEARING HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/8' FROM BOTTOM RAI. TOP HINGE AT 11' FROM TOP RAIL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH #12-24 X 1/2' FH MS OPTION 82: 7-13/18' THREE PIECE HINGES 3 PER LEAP BOTTOM HINGE AT 8-3/8' FROM BOTTOM RAIL TOP HINGE AT 11' FROM TOP RAIL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH ®10-24 X 1/2' FH MS ITRM @ PART g RRQD. DESCRIPTION MATERIAL MANF./SUPPmm/REMARKS 1 2 V501 V502 3/ DOOR 1 FRAME HEAD/JAMB FRAME SILL 6063-T6 606346 --�-- - -- 3 V503 1 SILL COVER 6463-T6 - 4 8 V504 V505 AS REOD. 2/ LEAF SIDELITE STILE TOP AND BOTTOM RAIL_-- - -- 6083-T6 -6063-TB - - 6 V506 1/ LEAF HINGE STILE 6063-T8 7 V507 1/ LEAF LOCK AND ASTRAGAL STILE 6063-T6 8 V613 AS REOD. INACTIVE ASTRAGAL STILE 6083-T8 9 V508 2/ LEAF SWEEP ADAPTER 6063-76 - 10 V509 AS REOD. SIDELTTE ADAPTER 6083-78 -----_^- - -- 11 V511 AS REDD. GLAZING BEAD - 5/18' GLASS 6083-T6 _ -1 to 12 V517 _ IZ2 AS REDD. AS REOD. GLAZING RAD - 7/16' GLASS REINFORCING STIFFENER 8083 -TB 8083-T6 - - 12A - AS READ. I REINFORCING CHANNEL STEEL. 136 KSI 13 - 2/ LEAF 3/8' THREADED ROD SLEET - - - -- 14 - - 15 V514 2/ LEAF FLUSH BOLT SUPPORT ANGLE 6063-75 1-1/2• X 1-1/2• X 3/16• 16 - - 17 17A - - 3/ LEAF 3/ LEAF BALL BEARING HINGE ASSEMBLY 3 PIECE HINGE ASSEMBLY - 18 18 - AS REDO. IFIN SEAL PILE WEATHERSTRIPPING - 20 V516 AS READ. BULB WEATHERSTRIPPING SANTOPRENE DUROMEfER 60±5 21 #8 X 1/2' AS READ. GLAZING ADAPTER SCREWS ST. STEEL PH TEO, AT 2' FROM ENDS & Jr O.C. MAX. 22 #10 X 2' AS REOD. FRAME ASSEMBLY SCREWS ST. STEEL PH SMS 23 24 - #8-32 X 1/2' AS REDD. SIDE LITE ADAPTER SCREWS 2/ ANGLE SUPPORT ANGLE SCREWS ST. STEEL. ST. STEEP. - FFt MS 25 AS REDD. BUMPER SPACER SILICONE _ 26 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PTI SILICONE. ..CAN. 3g3g7489R araW+ng no. W14-08 4.000 078 1Y' 1. � 2.726 _ -• 4.888 .094 .828 1.750 o 2" L o o c ! *Y i a F 078 fYP. 05 m 4-3/4' 12.018 4.000�I o 0 0 �I� o 0 a 7 FRAME HEAD/JAMB-1 6 HINGE STILE 2 L a O 1.750 II 8.313 078 •07p. 8 .628 _#12-24 X 1/2' M MS CRS TPE 23 #10-24 X 1/2' FH MS CRS tYPE 23 77 17 aM n is IL 2 to .9841.750 3 PIECE HINGE BALL BEARING HINGE o 4000 3.500 4.888 078 �' � 4.000 1.210 ^" ' $ e INACTIVE ASTRAGAL STILE 125 TYR 3.832 3.782 w LL _ I .628•-�I 5 TOP & BOTTOM RAIL' 4000 1'750 078 �' 1.984 1.000 � >v� v P g9pS=� c33 F 1.500 oso .366 1.608 .094 5.313 s SWEEP ADAPTER 7 LOCK/ASTRAGAL STILE 2� 3.720 � 2.200 4.134 l _ b 082 .48s Typ. 2.281 4.176 1 STIFFENERS ° 3S 1.010 1.164 3 SILL COVER045 91.- 076 i1P. � 560 B $ -- .840 h2.163-.501 1.660 '563 4 SIDELITE STILE GLAZING BEAD - 7/16" GLASS P4-.JAVM �Mo Fta C g'7 5W I� 498 cA.N. '36.ie 1 FRODUMMM as complyh* o nwlth Fbtkb g 1.133 �I 078 I W ------4.000--W .062 I .814 �+ 1.313 .709 BufldhigCoda +pIla- V tt .609 1 �c�p�n /6 ® drawing no. 11Y_ Wi0-08 z FRAME SILL to SIDELI TE ADAPTER Mimi M& omr GLAZING BEAD - 5/16" GLASS, sheet 11 of 12 �4.,V z � J h Q U p Li LL % �y H '1 gid g f 0 13 J tl g Oo m ��a�m ' pper- 21 g t1 � 3t� Elli f3 z o 0 0 $ 0 • Eng,, JAYADAHMAD c.n. tS 2 nWDUCTREMED } yca� g=tt13�0 � pr15 � ! drawing no. W90-08 snaec t z or � 2 M1AMF R41111,11MIAMI—DADE COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY PRODUCT 805 CONTROL 26 R om ON AFFAIRS (PERA) 208 Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 .NOTICE OF ACCEPTANCE (NOA) _ www mtamiaad24U(nera/ ]Labrador & Fundora Corp dba V & V Windows 2355 W 4th Avenue Hialeah, FL 33010-1454 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 Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 Zone. TiESCRIPTION: Series "100" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W11-38, titled "Series 100" Aluminum Single Hung Window (L.M.I.)", sheets 1 through 7 of 7, dated 07/15/2011 with revision "A" dated 14/04/2011, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control 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, 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 Official. This NOA consists of this page 1, 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. Mi , a� ca couw7v !�� NOA No. 114907.03 r20,2016 L�tiiiI'f1�7 J Expiration Date: October 20, 2016 -ko t21�� Approval Date: October 20, 2011 Page 1 Labrador & Fundora Cory dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W11-38, titled "Series 100" Aluminum Single Hung Window (L.M.I.)", sheets 1 through 7 of 7, dated 07/15/2011 with revision "A" dated 10/04/2011, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS I. 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, Type "A" window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and per ASTM F 588-07 along with marked up drawings and installation diagram of single hung window, prepared by American Test Lab of South Florida, Test Report No. ATLSF 0913.41-10, dated 07/11/2011, signed and sealed by Julio E. Gonzalez, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-20 10, prepared by Al-Farooq Corporation, dated 08/04/2011, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass? Interlayer" dated 05/26/2010, expiring on 01/14/2012. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 09/08/2011, expiring on 12/11/2016. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC- 2010, dated 10/04/2011, signed and sealed by Javad Ahmad, P. E. r Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-0907.03 Expiration Date: October 20, 2016 Approval Date: October 20, 2011 E-1 Labrador & Fundora Corp dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED). 2. Statement letter of no financial interest, conformance and compliance with the FBC 2007/ 2010, dated 07/12/2011, signed and scaled by Javad Ahmad, P. E. 3. Laboratory compliance letter for Test .Report No. ATLSF 0913.01-10, issued by American Test Lab of South Florida, dated 07/11/2011, signed and sealed by Julio E. Gonzalez, P. E. 4. Proposal No. 09,1140 issued by Product Control, dated 08/17/2409, signed by Renzo Narciso. G. OTHERS 1. None. E-2 Q ��� , Jaime D. Gascon, Product Control Section Supervisor NOA No. 114907.03 Expiration Date: October 20, 2816 Approval Date: October 20, 2011 53 1/e" WINDOW WIDTPI —� 47 3/4" (SURFACE APPLIED) MAY BE USED THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE ' COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES W MODULES OF TWO OR MORE WINDOWS USING MLAM1—DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (WHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. !JIM 53 1/8° _ WINDOW WIDTH 47 3/4" D.L. OPG. 10 7/8" MAX, a °v II I. II II II 11 i ; I •, 11 11 ,I I II I 11 I 11 1 I li II I, it m - I I 11 47 1/8" O.L. OPG. -J-- Lm- � g z J 3 z H L%t _ 3 c fo OY m ti�to7� ER J�N�F i.T: JA1 Ap AHNAD T Q FL CMI. r moi$ C.AN38387�92 �8301161p3ydq�lY.�lit¢ b� NOA Mt 1 _ drawing no. W11-38 VYT 20f1shee(� t 1 of 7 EQUAL LITES ANN. GLASS 090° INTERLAYER EQUAL LITES WINI)OWS 1/8° ANN. GLASS SILICONE DOW CORNING 995 PECORA 896 8` HEAT STREN'D. (;LASS DESIGN LOAD CAPACITY - FSR 00 080" INTERLAYER BUTACIIE PV8 BY 'DUPONT' WINDOW DIMS. GLASS TYPE 'A' GLASS TYPES 'B' & 'C' CLASS TYPE WIDTH 14MW EXL(+) IW.(-) EXT.(+) MT.(-) EXT.(+) INT.(-) 19-1/8' 26-1/2` 37' 42" 48' 53-1/8" 26' (3) 60.0 60.0 60.0 6_0.0_ 80.0 50.0 75.0 - 75.0 -- 75.0 75.0 _- 750 75.0 _8DA_ 8aA 80.0 120.0 120.0 120.0 _ 60.0 60.0 75.0 75.0 81.0 60.0 60.0 - -75.0 75.0 80.0 120.0 120.0 60.0 60.0 75.0 75.0 80.0 120.0 19-1/8" 26-1/2" 37" 42" 48" 53-1/8" 38-3/8' (4) 80.0 60.0 75.0 75.0 60.0 120,0 60.0 60.0 75.0_ 75.0 80,0 120.0 60.0 60.0 7&0 75.0 80.0 120.0 _ _ 80.0 _ _ 80.0 75.0 75.0 80.0 60.0 60.0 75,0 75.0 80.0 120.0 P.0 60.0 80.0 75.0 75.0 80.0 _12 + 10.0 19-1/8" 28-1/2" 37" 42` 46` 53-1/8" 50-5/8' (6) 60.0 60.0 75.0 7&0 80.0 120.0 60.0 60.0 75.0 7&0 60.o 120.0 _ 60.0 60.0 75.0 75.0 80.0 120.0 60.0 60.0 75.0 75,0 BOA 120.0 60.0 80.0 75.0 75.0 80.0 120.0__ 80.0 80.0 75.0 7&0 80.0 120.0 19-1/8' 28-1/2' 37` 42" 48" 33-1/8" 56' (6) 60.0 60.0 75.0 7_5.0 120.0 _ _ _80.0 80.0 60.0 75.0 75.0 80.0 120.0 60.0 75.0 75.0 80.0 120.0 _60.0 60.0 60.0 75.0 75.0 80.0 60.0 60.0 _ 75.0 _75.0 _ 60.0_ 1 60.0 75.0 75.0 80.0 120.0 120.0 120.0 19-1/8" 26-1/2" 37" 42" 48" 53-1/8- 60" (7) 6_0.0 60.0 60.0 _ 60.0 _ 60.075.0 6D.D 7&0 75.0 -78.0 75.0 80.0 80.0 80.0 120.0 120.0 120.0 _ 60.0 00.0 75.0 7_5.0 80.0 80.0 60.0 7_5.0 75.0 80.0 120.0 120.0 80.0 60,0 75.0 75.0 80.0 120.0 19-1/6" 26-1/2' 37' 42" 48" 53-1/8" 63" (7) 60.0 60.0 75.0 75.0 120.0 _ _80.0 60.0 60.0 75.0 75.0 80.0 120.0 60.0 _ 604 _75._0 _75.0 _80.0 60.0 80.0 75.0- 75.0 60.0 -- 120.0 120.0 8D.0 60.0 75.0 75.0 80.0 120.0 60.0 60.0 75.0 75.0 80.0 120.0 19-1/8" 26-1/2` 37' 42' 48" 53-1/8'-- 72" (8) 60.0 --60.0 80.0 75.0 75.0 80.0 120.0 60.0 75.0 75A 80.0 12D.0 60.0 75.0 75.0 80.0 60-D-.- 120.0 _ 60.0 8D.0 75.0 75.0 60.0 12D.0 - - 75.0 75.0 80.0 - 75.0 75.0 80.0 120.0 120.0 19-1/8" 26-1/2' 37" 42" 48" 63-1/8' 74-1/4" (8) 80.0 80.0 75.0 75.0 80.0 120.0 60.0 60.0 78.0 75.0 80.0 120.0 60.0 80.0 75.0 - 75.0 80.0 120.0 _ ___ 60.0 60.0__ 73.0 75.0 80.0 - 75.0 _ 75.0 80.0 _120.0 120.0 _- -- 75.0 75.0 50.0 _ 120.0 19-1/8' 26-1/2' 1. 42' 48" 78" (8) 60.0 60.0 75.0 75.0 80.0 120.0 60.0 _ 60.0 75A 75.0 8D.0 120.0 _ 0 60.0 _ 6o._ 78.0_ 75.0 80.0 120.0 60.0 _60.0 75.0 75.0 80.0 - - 75.D 75.0 `60.0 120.0 12&0 75.0 75.0 60.0 12aa EQUAL LITES ANN. GLASS 090° INTERLAYER BUTACITE PV8 BY 'DUPONT' 1/8° ANN. GLASS SILICONE DOW CORNING 995 PECORA 896 8` HEAT STREN'D. (;LASS S 3/16" ANN. GLASS 00 erf GLASS TYPE 'A' 1/8` HEAT STREWD. GLASS 090` INTERLAYER BUFACITE PVD BY 'DUPONT' -1/8' HEAT STREMO. GLASS SILICONE DOW CORNING 995 PECORA 895 \ 18 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-OEC-219 NO!E N GLASS TYPE 'B' _ Z z 8` HEAT STREN'D. (;LASS P 3/16" ANN. GLASS 00 080" INTERLAYER BUTACIIE PV8 BY 'DUPONT' o 8 n V e1 3/16" ANN. GLASS Q Q g SILICONE co ING PECORA 89 895 0DOW Q:j !3� I! I J NO!E N GLASS TYPE 'B' _ GLASS TYPE 'C' GLASS. no 'D' GLAZING OP'T'IONS l:- JD.IC /� A16YCd A900Lipi p'I111 B1Q Pr iroT u b 2Qft �Y drawing no. W1 1-38 ,1.m+• nZIl Z all 8` HEAT STREN'D. (;LASS _ 090` WTERIAYER SE'NTR1'GLAS PLUS 'DUPONT' 'r > •a 8{ ,V r` - BY `o 31 gg 3/18" HEAT STREN'D. GLASS !3� SILIODNE �r-r-l= 9=F= t rDOW CORNING 995 GLASS TYPE 'C' GLASS. no 'D' GLAZING OP'T'IONS l:- JD.IC /� A16YCd A900Lipi p'I111 B1Q Pr iroT u b 2Qft �Y drawing no. W1 1-38 ,1.m+• nZIl NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 UNEQUAL LITES (ORIEL TYPE) .. � S Z z O rn T's o g>�r`� f2 E>1 Z igr. JAVAD ORK98 ,h p CML RA. PEN 70592 DAN. 3538, A!� DOA1PIpiggNLlidrawn9no% 0 2011 ' W11-38 UNEQUAL LITHS WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPES 's' & 'O' 1111098 TYPE WIDTH HEIOHr EXT.(+) iNT.(-) EXT.(+) ENT.(-) EXT.(+) ENT.(-) 19-1/8' 28-1/2" 37" 42' 48" 53-1/8" $0-5/8' (0) 60,0 60.0 78.075.0 80.0 120.0 80.0 _ 89.0 78.0_ _ 75.0 80.0 -60.0- 80.0 75.0 75.0 8010_ 60.0 80.0 75.0 75.0 80.0 12MO 120.0 120.0 60.0BO075.0 75.0 80.0 120.0 60.0 60.0 75.0 75.0 80.0 120.0 19-1/8" 26-1/2' 37" 42" 48' 53-1/8' 58' (8) 60.0 _ 60.0 $0.0 60.0 75.0 75,0 75.0 75.0 80.0 80.0 120.0 1 120.0 60.0 60.0 75.0 75.0 80.0 80.0 Bao 75 7&0 80.0 120.0 120.0 60.0 80.0 75.0 75.0 80.0 - - 75.0 75.0 80.0 120:0 120.0 19-1/8" 26-1/2" 37' 42" 48' 53-1/8" 60" (7) 80.0 60.0 60.0 60.0 7&0 780 7&0 7a0 60.0 80.0 120.0 120.0 80.0 60.0 75.0 7&0 80.0 120.0 _ 60.0 80.0 - 75.0 75.0 80.o 120.0 - - 76.0 78.0 80.0 - - 75.0 1-75.0 80.0 120.0 120.0 19-1/8" 28-1/2" 37" 42" 48" 53-1/8" 63" (7) 60.0 60.0 00.0 80,0 75.0 75.0 75.0 78.0 80.0 80.0 120.0 120.0 solo 600 75.0 73.0 80.0 60.0 SD.0 75.0 75.0 80.0 120.0 120.0 _ _ - 75.0 75.0 8010 - 75.0 75.0 80.0 _120.0 120.0 18-1/e" 26-1/2" 37" 42" $3-1/8" 72" (8) 80.0 60.0 75.0 7510 80.0 120.0 60.0 80.0 78.0 75.0 80.0 120.0 - 78.0 75.0 80.0 120.0 - - 7$.0 7$.0 80.0 120.0 _ - 80.0 - 80.0 _ 120.0 _ 120.0 19-1/8, 28-1/2" 37" 42" 53-1/8" 74-1/4" (6) 50.0 60.0 76.0 78.0 $0.0 120.0 00.0 80.0 78.0 75.0 80.0 120.0 _ _ 75.0 75.0 80.0 _ _ - _ - 75.0 75.0 80.0 _120.0 120.0 80.0 120.0 80.0 120.0 19-1/8" 26-1/2" 37' 42" 53-1/8" /8" 78" (8) 60.0 60.0 75.0 750 80.0 120:0 60.0 80.0 79.0 7_a0 80.0 120.0 - 71LO 80.0 120.0 - - - 80.0 solo 120.0 120.0 80.0 120.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 UNEQUAL LITES (ORIEL TYPE) .. � S Z z O rn T's o g>�r`� f2 E>1 Z igr. JAVAD ORK98 ,h p CML RA. PEN 70592 DAN. 3538, A!� DOA1PIpiggNLlidrawn9no% 0 2011 ' W11-38 ^ 4 <. ^ a \ TYPICAL ANCHOR —SEE ELEV. FOR SPACING r Y METAL STRUCTURE flu TYPICAL ANCHORS TYPICAL ANCHORS tHORS e y Q SEE ELEV. -SFS EM. . FOR SPACING FOR SPACING FOR SPACING CWOOD BUCKS AND METAL STRUCTURE NOT BY Y & V WOW. d MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM F AND TRANSFER THEM TO THE BUILDING STRUCTURE. �JI TYPICAL_®ICHORS: SEE EI EY. FOR SPAC NG 1/4" DIA. ULTRACON BY 'E�' (Fu -177 KSI, Fy®165 KSI) g INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY WW= Ii DIRECTLY INTO CONC. OR MASONRY c3 8 LL 1-1/4" MIN. EMBED INTO CONC. OR MASONRY fi a ai 2 ��a�Q� #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) � a i � 3 INTO MIAMI-•DADE COUNTY APPROVED MULLIONS (MIN, THK. - 1/8-) c� 0 - INTO -INTO METAL STRUCTURES o ? STEEL : 12 GA. (.105" THK.) MIN. (Fy = 36 KSI MIN.) I u� ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) � � (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL D DIST'ANC INTO CONCRETE AND MASONRY = 1-3/4" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. o CONCRETE AT HEAD, SILL OR JAMBS f'c ®3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MPI. WEEPHOLES: W1 = 3/16" X 3/4" WEEP SLOT AT 1-3/8 FROM EACH END o ro - SEALANT: O ALL FRAME AND VENT CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. _ r. JAVAD AHMAD •a FIA. PEE& 7 R2 S ...vw > .. ° ... CAN.. S38 °. '' o v ( • TYPICAL A`{<'CHORS dais Y' SEE EIEV.° •. iffy ry I FOR SPACING O Q3 WOOD BUCK GW drawing no. W 11-38 OCT45 2011 shy^ t a of 71 U `'K 1II M41MI-DADS COUNTY APPROVED II 1 MULLION & MULI.�N ANCHORS I f �' n SEE SEPARATE MCA TYPICAL ANCHORS 1 sy SEE ELEV. FOR SPACING WOOD DUCK O r p , s - ^ 4 <. ^ a \ TYPICAL ANCHOR —SEE ELEV. FOR SPACING r Y METAL STRUCTURE flu TYPICAL ANCHORS TYPICAL ANCHORS tHORS e y Q SEE ELEV. -SFS EM. . FOR SPACING FOR SPACING FOR SPACING CWOOD BUCKS AND METAL STRUCTURE NOT BY Y & V WOW. d MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM F AND TRANSFER THEM TO THE BUILDING STRUCTURE. �JI TYPICAL_®ICHORS: SEE EI EY. FOR SPAC NG 1/4" DIA. ULTRACON BY 'E�' (Fu -177 KSI, Fy®165 KSI) g INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY WW= Ii DIRECTLY INTO CONC. OR MASONRY c3 8 LL 1-1/4" MIN. EMBED INTO CONC. OR MASONRY fi a ai 2 ��a�Q� #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) � a i � 3 INTO MIAMI-•DADE COUNTY APPROVED MULLIONS (MIN, THK. - 1/8-) c� 0 - INTO -INTO METAL STRUCTURES o ? STEEL : 12 GA. (.105" THK.) MIN. (Fy = 36 KSI MIN.) I u� ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) � � (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL D DIST'ANC INTO CONCRETE AND MASONRY = 1-3/4" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. o CONCRETE AT HEAD, SILL OR JAMBS f'c ®3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MPI. WEEPHOLES: W1 = 3/16" X 3/4" WEEP SLOT AT 1-3/8 FROM EACH END o ro - SEALANT: O ALL FRAME AND VENT CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. _ r. JAVAD AHMAD •a FIA. PEE& 7 R2 S ...vw > .. ° ... CAN.. S38 °. '' o v ( • TYPICAL A`{<'CHORS dais Y' SEE EIEV.° •. iffy ry I FOR SPACING O Q3 WOOD BUCK GW drawing no. W 11-38 OCT45 2011 shy^ t a of 71 U `'K 1II M41MI-DADS COUNTY APPROVED II 1 MULLION & MULI.�N ANCHORS I f �' n SEE SEPARATE MCA II O O 1/4- MAX. SHIM rm WPICAL ' « i'rEtf1 FOR SPACING �7l7ELEVm P27— METAL STRUCTURE ----- •-_ _-- vEMr moTH _ _ D.L. OPG. 6"T) EXTERIOR D.L. OPG. (FOWD) ITEM PART 8 I QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/RRMAREB i Viol 1 FRAME HEAD 6063-T6 - 2 V102 _ 1 FRAb1E SILL 6063-T8 - 3 V103 2 FRAME JAMB 6063 -TS - 4 V104 1/ VENT FD(EO MTC. RAIL 8063-_T8 - IF V106 1/ VENT -- VENT TOP PVL_ 6063-T6 6 _Vice 1/ YEW _ VENT BOTTOM RAIL 6083 -TS 7 V107 2/ VENT VENT SDE -- 8 Vice _ ;W REDO. GLAZING BEAD 6063-T6 _ 8 V109 __ 4 _ SASH GUIDE NYLON _--� 10A - AS REGO. 1X4 STO. MUWON _ 6063-T6 108 -_ AS REOD. 1X4 CUSTOM MULLION 6063-78 12 _ SL203 2/ VENT SWEEP LATCH '--- ' -_ $aLWAN & ASSOC. 13 a8 X1-1/4' AS REOD. FRAME/VENT ASSEMBLY SCREWS - PH SMS 14 08 X 1/Y 2 BOTTOM RAIL LOWER SCREW _ PH SMS 18 e8 X 1/2' 2 LATCH INSTALLATION SCREW - OH SMS 16 is X V 4 _.. _ SASH GME INSTALLATION SCREW OH SMS 17 18 914SOU AS REOD. OLAZWG BEAD BULB_ _.. NEOPRENE ULTRAFAS, DUAL OUROMETER, T-SLOT=W, BUL9m73 19 9146W AS REOD. BULB SEAL NEOPRENE ULTRAFAB, DUAL WROMETER, T-SLOTm80, BULB®73 20 - AS MOD. FRAME SILL W STRIPPING NEOPRENE _21 192221220 AS REOD. _ FIN SEAL W'STRIPPING NWOL ULTRAFAB 22 - _ _ 2 SUPERDDOST BALANCESSYSTEMS __ INC. _ 23 #10 X 1' 1/ BALANCE BALANCE MOUMINO SCREWS FH SMS ___ 24 - 1/ BALANCE BALANCE CONNECTING CLIP —.�----- '--- 28$8 X 1/2' 2/ BALANCE CONNECTING CLIP SCREWS ____ OH 28 AS REOD. 8/18° BOX SCREEN OPTIONAL 27 2/ WOW. AS REOD. SASH STOP (3' LONG) _ RIGID PVC- - MAX. NS Ile SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING v. Z a� 02 Q 0, d O t�riS O tdm 0 4�- lz 2 Li z � e�ai g cga'�'r a> . e>3 J •aN2 Fs9l JAS WAO w •p 9 q s a F c.AN.363670692 ACdtNm Ft comlllYSosWlfhl� = �i Delo G LvoAa - 3 m - drawing no. igil I3y W11-38 .147-1 r- oea 7e1 1 .687 L/ GLAZING BEAD FRAME HEAD FIXED MEETING RAIL h-1.875- - .582 1.188tli—f I -wl .806 1— VENT TOP RAIL Q VENT BOTTOM RAIL •1.478—^� •S6 082I .601 b Q VENT SIDE RAIL O FRAME JAMB Ca) FRAME SILL 1.000 1.000 .313 .125 TYP. .128 4.000 4.000 Lj 1 X 4 1 X 4 STD. MlULLION CUSTOM MULLION v 6083-TB\'7 8083-T6 VE 13 NT TOP CORNER T 13 W I 13 FRAME. BOTTOM CORNER 69r.FLA. PE JAVAD AH �, •o Q CML �xyJ . �35A .7068z . Flartdc ^^ ingwtihtbt ' .� � NOAQ rate drawing no. lc�120,iiBr W19.-3$ UN -CLIPPED MULLIONS 1 TART ON THIS SHEET FOR SIDE 11Y SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. FOR SINGLE HUNG WINDOW CAPACITY SEE SHEETS 2 & 3. 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. TYPICAL FOR SERIES 100 S.N. WINDOW nD S 100 WINDOW F? G EXTERIOR _. WINDOW WIDTH _ MZ11a&L2N 2 OR 3 ANCHORS TYPICAL ELEVATION SID$ BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS WIDTH (W) _ _W 1 + W2 2 FLA, L #7059 2 Appmval uv aunPtYi08 wi01 Oro A4 - IConuot 0 0;6 '2011f1 arawing no. W11-38 MULUON LOAD CAPACITY - PSF WINDOW DIMS. 2 ANCHOlt8 AT EACH SIDB OF MUU. S ANCHORS AT RACE SIDE OF MULL I x 4 1 X 4 1 X 4 /X4 SPD. MULL CUSPOM NULL STU. NULL CUMM MULL WIDTH (W) LENGTH (L) INT.(-) INT.(-) INT.(-) WT.(-) 19-1/8" 28•-1/T 37" 42" 48" 53-1/8" 50-5/e' 120.0 120.0 120.0 120.0 120.0 ' _ 120.0 120.0 120.0 120.0 120.0 120.0 120.0 __ _ 120.D 120.0 120.0 120.0 1204 _ _ 120.0 120.0 120.0 ^120.0 120.0 ---120.0 120.0 19-1/8" 28-1/2" 37" 42' 48" 53-1/8" �, 120.0 120.0 120.0 120.0 _ 120.0 120.0 120.0 120.0 120.0-- -__ 120.0 - 120.0 _ _ _120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 _ 120.0 120.0 120.0 _ 120.0 19-1/8' 28-1/2" 37' 42' 48" 53-1/8" 80" 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 120.0 120.0 120.0 12D.0 120.0 120.0 120.0 120.0 120.0 120.0_ 120.0_ 118.7 118.7 120.0 120.0 19-1/8" 28-1/2' 37, 42' 4g" 53-1/8" " 120.0 _120.0 __120.0 120.0 120.0 1200 _120.0 120.0 _ !_ 1_20.0 120.0__ 1204 __ 117.8 117.8 120.0 120.0 120.0 110.8 -_ 110.8 - _- 1200 _ 1_20.0 107.1 107. 120.0 1204 19-1/E" 28-1/2" 37' 42" 48' 83-1/8" 72" 120.0 120.0 120.0 120.0 120.0 -120.0 - 120.0 _120.0 _ t0a.8 __ 104.8 _ _ 1204 _98.8 98.8 120.0 90.0 1204_ _ _ 120.0 _ 120.0 120.0 ---90.0 _ _ 88.9 85.9 tt7.9 120.0 19-1/8" 28-1/2" 37"74-1/4' 42" 48' 53-1/8, 120.0 120.0 -- _120.0 120.0 120.0 120.0 _120.0 120.0 100.8 100.5 120.0 120.0 _ 9_2.7 92.7 120.0 88.0 88.0 118.8 _ t20.0 120.0 81.9 81.9 109.4 120.0 19-1/8" 28-1/2" 37" 42' 48" 53-1/8' 120.0 120.0 120.0 120.0 120.0_ 120.0_ 120.0 120.0 _ 94.2 120.0 120.0 .-94.i _ 88.8 58.8 111.2 80.0_ -- �.0 - -_- _ 101.1 _ 75.9 75.9 94.9 _ 120.0 120.0 113.8 UN -CLIPPED MULLIONS 1 TART ON THIS SHEET FOR SIDE 11Y SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. FOR SINGLE HUNG WINDOW CAPACITY SEE SHEETS 2 & 3. 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. TYPICAL FOR SERIES 100 S.N. WINDOW nD S 100 WINDOW F? G EXTERIOR _. WINDOW WIDTH _ MZ11a&L2N 2 OR 3 ANCHORS TYPICAL ELEVATION SID$ BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS WIDTH (W) _ _W 1 + W2 2 FLA, L #7059 2 Appmval uv aunPtYi08 wi01 Oro A4 - IConuot 0 0;6 '2011f1 arawing no. W11-38