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WS-14-1658
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-216953 Scheduled Inspection Date: December 17, 2014 Inspector: Rodriguez, Jorge Owner: , Job Address: 150 NE 109 Street Miami Shores, FL 33161 - Project: <NONE> Permit Number: WS -7-14-1658 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (305)219-8267 Parcel Number 1121360090120 Contractor: APC ENGINEERING ENTERPRISES INC Phone: (305)219-8267 tswlamg uepartment comments REMOVE ALL THE OLD WINDOWS AND DOORS AND Infractio Passed Comments REPLACE WITH IMPACT WINDOWS AND DOORS I INSPECTOR COMMENTS False December 16, 2014 For Inspections please call: (305)762-4949 Page 7 of 45 Inspector Comments Passed 4!n Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 16, 2014 For Inspections please call: (305)762-4949 Page 7 of 45 BUILDING PERMIT APPLICATION EdBUILDING ❑ ELECTRIC Miami Shores Village -RECEIVED Building Department JUL 302014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 1Y: INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20� 0 Master Permit No. -�-t� I� �� O Sub Permit No. ❑ ROOFING ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS JOB ADDRESS: I S O /U E 10 q gk-- ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Folio/Parcel#: Is the Building Historically Designated: Yes NO - Occupancy Type: Load: Construction Type: N0U*6(t- Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Py kN Klr°i TN OeSTMf 0 Ts Phone#: Address: MOO NW '77 PwV*,f— City: M-%qyW l Laver State: k, Zip:3�vP� Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: P`- ty% 3i n ,e r i V% Phone#: 30 Address: "Z( S0 +r-� t ��H �yt- City: W, ALe4k State: Zip: 3701 b Qualifier Name: t>aV('. I -e" I % dL Phone#: �,� 'Z/ P 6 State Certification or Registration #: Cc -i: IS( 9A8 ;L Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 101 ° OK' • Square/LinearFootage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New �Repair/Replace ❑ Demolition Description of Work: _ At"eve e Q l 1 +4.e— o(cl a, ' j o c 2 S G�rod G��d�ce...(., l �.��Lt w�v► �aw� ct�, d �ao2s Specify color of color'thru tile: Submittal Fee $� ` g Permit Fee $_ Scanning Fee $ Radon Fee $ _ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 14 o 00 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature . 146A -r, OWNER or AGENT The foregoing instrument was acknowledged before me this day of o2 g 20 by Vie'(141-Q( who i ersonally known o me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Seal: SANDY ROMERO * * Commission # EE 116040 •.� P.r My Commission Expires °'O� p°`° July 26, 2018 APPROVED BY d7lrl / " ( (Revised02/24/2014) as Signature �V—J— :14 ±&�� CONTRACTOR The foregoing instrument was acknowledged before me this ')'th day of ft�l` P20 j , by 'ball, 4 Di , who iersonall n to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner Zoning Structural Review Clerk Ilti a a %O =REC � � IS o d r ?� c it r,• G. :;UIIJLCT TO COMPLIANCE WITH ALL FEDERAL ai � if ^,�^:I) COl IfJhd RUI-CS AND REGULATIONS O 10 Oft oro of 2% o 4 © •••• • • �- �� •••• i ••• • �•• /o / •••••• •• ��•••• • , Q �J •••:•• • to CP ZA «..: •••••• •••••t 1%•t•• /may 4ey ••�••� -0000 {►s�'i•• CP • • • • •••••• .. 8 1° � V MecaWind Std v2.2.5.0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 7/28/2014 Project No. : 14 -DD -22 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 : 150 NE 109 Street Miami Shores File Location: D:\LMD Engineering\Projects\APC Engineering\windows and doors pressures\150 NE 109 STREET MIAMI SHORES FL 33167\07-18-14.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 = 3.5 : 12 Slope of Roof(Theta) = 16.26 Deg Ht: Mean Roof Ht = 13.30 ft Type of Roof = HIPPED RHt: Ridge Ht = 17.60 ft Eht: Eave Height 9.00 ft OR: Roof Overhang at Eave= 2.00 ft Overhead Type OR w/ soffit Bldg Length Along Ridge = 64.00 ft Bldg Width Across Ridge= 55.00 ft Length of Hipped Ridge = 35.00 ft Roof Slope on Hip End = 27.54 Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 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)/Lzm)^0.63))^0.5 = 0.91 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient - +/-0.18 Wind Pressure Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 0000 • • 0000 0000•• •. 0• • 0 0•• • • 0.000 •006.0 • ••6••• • 0 • 0000•• 0.00 •• • • ,���MIi111dddd 06 60 •'•�••• 006800 0 . . t : .-..... go - • • •'• ' • .. 66•••6 0 STATE Of 110. : 11 Ea 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 = 4295.01 ft^2 Reduction Factor based on Roof Area 0.80 MWFRS-Wall Pressures for Wind Normal to 64 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 Bleu Ka Rat Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 9.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51 Windward 4.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51 0000 • • Roof Looation Cp Pressure Pressure 0000 00000• +GCpi(Pan -01pi(POE) • --------------------------------------------------------------------:� --8- 00• • Windward - Min Cp -0.45 -19.09 s • ria 67 • • • •r •• 00.00• Windward - Max Cp 0.05 -4.67 •00•:055 0 • • Leeward Norm to Ridge -0.53 -21.40 -9.18 •s00•• Hipped End (.00 to 6.65 ft) -0.90 -32.07 0**TV46 •• • 0 • 0 Hipped End (6.65 to 13.30 ft) -0.90 -32.07 0-40986 00 •• 00000 Hipped End (13.30 to 26.60 ft) -0.50 -20.53 0 • •0i�•� •00� •000• Hipped End (26.60 to 59.00 ft) -0.30 -14.76 0-2.95 0 • Overhang Bottom Sid® (Windward only) 0.80 23.08 ::2•jQjN&jt##j4r ••0:0• Notes - Normal to Ridge ON C.)►� •• ���/• 0 00 0 • Nate (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base Gales on Mean.�'SJ�• C EO•"T �� • • • + •000• Note (2) Wall & Roof Pressures = Qh*(G*C - GCPi) '% • •t),: • ! P 0••�ti A • Note (3) +GCpi = Positive internal Bldg Press, -GCPi = Negative Interall B',�g es� 00 Note (4) Total Pressure = Leeward Press + Windward Press (For + or - Z:C�,' wo Note (5) Hipped ends considered as parallel to ridge for all theta. Note (6) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 16.3 De;; hit- 0.21 * • Note (7) Overhang bottom based upon windward wall Cp and GCpi = 0. 6 _,Go i STATE Of MWFRS-Wall Pressures for Wind Normal to 55 ft wall (Along Ridge) i i : Kf% All pressures shown are based upon ASD Design, with a Load Factor of �8' 0 • '' wall CP Pressure Pressure +GCP3. (pef) -GCP1 (pef) --------------- ------ ----------- ----------- Leeward Wall -0.47 " -19.59 -7.37 Side Walls -0.70 -26.30 -14.09 wall E1ev R$ Kzt Cp qz Press Press Total ft pef +GCPi -GCp1 +/-GCpi --------------------------'---------------------------------- Windward 17.60 0.88 1.00 0.80 35.11 17.76 29.98 37.35 Windward 9.00 0.85 1.00 0.80 33.94 16.97 29.19 36.56 Windward 4.00 0.85 1.00 0.80 33.94 16.97 29.19 36.56 Roof - Dist from Windward Edge Cp Pressure Pressure +GCp1(psf)-GCP3(psf) ---------------------------------------------------------------- Roof: 0.0 ft to 6.7 ft -0.90 -32.07 -19.86 Roof: 6.7 ft to 13.3 ft -0.90 -32.07 -19.86 Roof: 13.3 ft to 26.6 ft -0.50 -20.53 -8.32 Roof: 26.6 ft to 68.0 ft -0.30 -14.76 -2.55 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.21 Wind Pressure on Components and Cladding (Ch 30 Part 1) t Q 1 1 j 2; 1 a 1 A a s 1 i+ 4/ ,til • • a6�-1 2 0000.• • .0000• All pressures shown are based upon ASD Design, with a Load Factor of .6 •6'••' Width of Pressure Coefficient Zone "a" = = 5.32 ft • 00 00 ••• • Description Width Span area Zone Max Min Max P Min P••• ft ft ft^2 GCP Gap psf pas • • -- -- -- ----------------------------------------- WINDOWS & DOORS 1.00 1.00 1.0 5 1.00 -1.40 40.05 -53.63 WINDOWS & DOORS 1.00 1.00 1.0 4 1.00 -1.10 40.05 -43.45 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd = 0.85 = 33.94 psf 0000 • 0 0000 ••• • • • 4 • • •0•• • • 0000 • • • 0000•• • 0000 • 0000 �'�SvP'!K WPI �4 b�:�•iG E 111 S ••:�'� *�►• No 439" '0 • w •r) 114 AIL •0•••• • • • 0000•• 0000•• • • • 0046•• • • •0080• • MIAMi•QADE MIAMI DADE COUNTY, FLORIDA o PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) _ •nrw.miamidade.gubera/ Labrador & Fundora Corp dba V & V Windows 2355 W 4"' Avenue II10leah,.IF1, 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 sheets I through 12 of 12, dated 02/24/10 with revision "C" dated 11/22/11, prepared by A-1— Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade Coupty.?roduct Control Revision stamp with the Notice of Acceptance number and Expiration date i2y the Miami-Dade..,ee. County Product Control Section.• ee • eee • • FISSILE IMPACT RATING: Large and Small Missile Impact Resistant. • • • • • • • • 609066 LIMITATIONS: 08:0 e • ...... 0000 1. The maximum positive exterior design pressure shall be + 66.30 psf where water W"ion r&#&11a&ent ..... is needed.e ...... .... ..... 2. Glass lite wider than 36" shall be supported with approved setting blocks or clam" erPBC re4,d*ements - e. e; e LABELING: Each unit shall bear a permanent label with the manufacturer's name oeg logo,, citx, state...::. model/ series and following statement: "Miami—Dade County Product Control ApWovee" unl4§ •dthtrwisee e noted herein. ...o i e eee . e RENEWAL of this NOA shall be considered after a renewal application has been filed and th8m has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION 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. NOA No. 12-0113.02 Expiration Date: September 01, 2015 ` �lZ Approval Date: April 19, 2012 Page 1 Labrador & Fundora Corn dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1: Manufacturer's -die drawings and sections. (Submitted under previous NDA No. 10-0406.04) 2. 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 At-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) Soso • SSSS SSSS.. C. CALCULATIONS s S S 1. Anchor calculations and structural analysis, complying with MC -7007, dated MarcAo 0 0 • 18, 2010, prepared by Al-Farooq Corporation, dated 08/10/10„ siined and sealed blo o • • : Javad Ahmad, P. E. 000000 0 0 SSSS SS0SS SSSS. SSSS.. (Submitted under previous NOA No. 10-0406.04) SSSS 0 SSSS. 2. Statement letter of conformance and compliance with the FHC' *2010, p0repared by • •: SSSS. Al-Farooq Corporation, dated 11/21/11, signed and sealed by Javt�d:Ahn ad, Ps E. Soso: 3. Glazing complies with ASTM E1300-04 0 0 0 0 0 0 .. SSSS.. y. D. QUALITY ASSURANCE *000 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. 12-01 13.02 Expiration Date: September 01, 2015 Approval Date: April 19, 2012 E-1 Labrador & Fundora Coro 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 Al 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.I.", approved on 09/01/10 and expiring on 09/01/15. 0000 Jaime D. Gas2bp, P. E. Product Control Section Supervisor NOA No. 12-0113.02 Expiration Date: September 01, 2015 Approval Date: April 19, 2012 E-2 . . 000. ..00.0 .. ... . .. . .00.00 0 0000.. 0000 0 . .. 0000 0000 ..... 0000.. 0000 0000. . . 0000 0000 0000.. . 000000 0 0 .. . . . . 0000.. 0000.. . . 00000. 0. . .000 0 0 goes Jaime D. Gas2bp, P. E. Product Control Section Supervisor NOA No. 12-0113.02 Expiration Date: September 01, 2015 Approval Date: April 19, 2012 E-2 1/8" HEAT STREN'D GLASS .090" INTMLAYER BUTACITE PVB BY 'DUPONT' 1/8" HEAT STREN'D GLASS SILICONE DOW 995 PECORA 895 20 \ 25 } A 1 � GLASS TYPE 'A' 5/18' OVERALL LAM. GLASS 3/18" HEAT SIREN'D CLASS .G90' INTERLAYER BUTACrrE PVB BY 'DUPONT' 3/18' HEAT STREN'D GLAS'S SILICONE DOW 998 PECORA 895 b 661 20 °' c� / 20 / \ -- 25 f 1 i � i �•i i i\ i i ! •! •• • • • • •• • 21 / r• ••• •• • • • •• GLAZING OPTIONS GLASS TYPE 'BGLAZING DETAIL 7/18" OVERALL M. GLA98•• • • AT SIDEIRPE/?WaQM • • • • • • • • • • • • • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • THESE DOORS ARE RATED FOR LARGE & SMALL MISSp.E IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE ()X) LEAF DOORS W/O TRANSOM SEE SHEET 2. SINGLE (0/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 4. SINGLE AND DOUBLE LEAF DOORS WITH SIDELTTES AND TRANSOMS SEE SHEET 5. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCTIY HURRICANE ZONE (HVHZ). 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. MATERNLS INCLUDING BUT NOT LIMITED TOM METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. lgmib arawmg no. 11 wi0-08 F SURFACE APPLIED FALSE 39 5/8' MAX. FRAME WIDTH GLASS TYPE GLASS TYPE 78' MAX. F E WIDTH 7o.0 1 80.0 70.0 80.0 12" B8" 88.3 1 75.8 88.3 78.8 B8.3 75.8 88,3 78.6 5' MAX. HEAD�SILL CORNERS A SILL 5' MAX, HEAD/SILL �•-. I A MAX FSfftu • • • CORNERS I i'"�`� • • ••• • •• I • •• •• ••• • • • n II \ • • • •• I I \ ••• • All • • • • • • • • • • • D • • / E • • • ••• ••• • n I u I y a W I N • W 110_• \\11117771 I \\11 I // SURFACE APPLIED B o 111 FALSE MUNTINS OR..JJJ ' DECORATIVE GRILL 28 3/4' MAX. 1° DECORATIVE GRILL 28 3/4' MAX. 28 3/4' MAX. MAY SE USED D.L. OPG. MAY BE USED D.L. OPG. 38 3/4' MAX. 38 3/4' MAX. LEAF WIDTH LEAF WIDTH (X) (XX) DOORS LOAD CAPACITY — PSR' SINGLE DOORS WITHOUT TRANSOM (X) GLASS TYPE GLASS TYPE DOOR DIMS. A' B' FRAME WIDTH FRAME EXT.(+) INT.(—) EXT.(+) WT.(—) HEIGHT 37-8/8• 7o.0 1 80.0 70.0 80.0 39-8/8" B8" 88.3 1 75.8 88.3 78.8 HEAD ANCHORS AT STILE ENDS (4) AT 3" O.C. N DOORS LOAD CAPACITY — PSF • DOUBLE DOORS WITHOUT TRANSOM (XX) • • GLASS TYPE GLASS TYPE DOOR DORS. 'A' 'B' FRAMEEFRAME..EXT.(+) WT.(—)WIDTH72' 7D.0 80.0 70.0 80.0 B8.3 75.8 88,3 78.6 ••• • • • • ••• • • • • • • •• • • • • ••• • •• • • • •• •• ••• • • • •• ••• •• • • • •• ••• • • • • • • • • • • • • • • • • • • • • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E13OO-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5—DEC-219 o i4r8 VAD CM N II E FLS t 70 2 RODUCTRBVISBD S as wmplyhl5 with Oto Plorlda AEON - u o2 o I iuo 2b1S 2p1` _ drawing no. N NtismlA aPmdu Control W� O_OS I �(--h---t727-1 (2 -- 39 5/8" MAX. 78° MAX. FRAME WIDTH FRAME WIDTH � � 3 M. 71 5/16° 0 D.L. OPG. 12" D.L. OPG. ;: a 5' MAIL MAX 5" MAX. �'" ALUM REINF. Q� CO�RN�ER�S F sLL HfO�RNERS I F SILL a Q�e (2) ANCHORS (4) ANCHORS (� 'c AT TRANSOM ENDS ao /—AT TRANSOM ENDS ry SINGLE DOORS n o H /�' / DOUBLE DOORS z L Q o $ o G a p G // / �p\/ �G0 Oil W I I YY i„6I J 1° II I O Y) cad''^. / I 4'.r§�a i \ it\li i / 41>�" 13 12 $ 1 Lu n I I I ACTIVE I i I i L—U---- I AcrWE INACTIVE 11 F SURFACE APPLIED B m�SURFACE APP \ / mCt FALSE MUNTINS ORS FALSE MUNTINSLIOR ED 6� o SSSyyy DECORATIVE GRILL 28 3/4" MAX. 1D $ DECORATIVE GRILL 28 3/4° MAX. 28 3/4° MAX. 1D g g a MAY BE USED MAY BE USED E K Dl- OPO. D.L -OPG D.L. OPG. 36 3/4° MAX. 36 3/4` MAX. g NOTE: LEAF WIDTH LFAF WIDTH -- GLASS CAPACITIES ON THIS SHEET- ARE (OLX) (O/XX) BASED ON ASTM E1300-04 (3 SEC. GUSTS) 4 a AND FLORIDA BUILDING COMMISSION • • • • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 B DOORS LOAD CAPACITY — PSF • • • • O stxcLE nooas wrrH TP.Axsoffi (o/x) • • • • • 4 GLASS TYPE GLASS TYPE • • • • • • • • • Engr AD AHMAD n u DOOR DIMS. 'A' 'B' FRAME ,FIA 'PE .7 70892 g m EXT.(+) INT.(-) EXT.(+) INT.(-) CAN: "a PRODUCI'REVLSBD 70.0 90.0 70.0 80.0 • • • • • •uiuftsTC�odo with �Fto3 75.8 68.3 75,8 • • • • • • Acmptm No • • • • • • ��1` S drawing no. • •• ••• ••• ••• ••• MlflmiD eFm AControl W10-08 sheet 3 of 12 • • • Df� LOAD CAPACITY ^PSF • •!�0 I,E � OR4 WITH TRANS (0/XX) • • • • GL46S TYPE GLASS TYPE DOOR OUdS. p• B' FRAME FRAME EXT.(+) INT.(-) EXI'.(+) INT.(-) I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WIDTH HEIGHT ° • 80.0 70.0 80.0 • 78` 120, • •86/ 75.8 68.3 75.8 I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDEUTE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDEUTE CHART WILL APPLY TO ENTIRE SYSTEM. 145" �y,,,,lj FRAME WIDTH 31 3/8° 3• 12" AT OF HEAD/SIL D.L OPG. O 7YP, SILL 2yG I$ 18 I ^RT v4 71N g0 /lI E I \\ W of 1$ ZZ LLgq I 3 M L 41 I x o 1 II I -t IVII II � O ACTIVE I INACTIVE So j a �mSB SURFACE APPLIED B G7 E DECORATIVENGRILL 26 3/4O -A" MAX. 26 3/4° MAX. 1O -9 Ho MAY BE USED D.L. OPa D.L. OPG. D SIDEUTE WIDTH ALUM REWF' MAX, 36 3/4' MAX. USE AS PER CHART SEE CHART AT LEFT LEAF WIDTH (OXXO) eRst� DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAP DOORS WITHOUT TRANSOM • SIDEUTE WIDTH INCHES FRAME HEIGHT INCHES GLOB TYPE 'A' OLASS TYPE 'B' SIDEL,TE SIDELITE SIDELITE SIDEUTE W/O REINP. W/ ALUM BMW. W/O REINF. W/ ALUM REINF, EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT4+) INT.(-) 24 28 32 36 40 80 70.0 80.0 70.0 80.0 70.0 80.0 70.0 60.0 70.0 Bao 70.0 80.0 70.0 BOA 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 70D 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 1 60.0 70.0 80.0 1 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 38 40 90 70.0 8D.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 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.o 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70. 1Bo.0 Tao 80.0 70.0 80.0 24 28 32 38 98 70.0 76.6 70.0 60.0 70.0 78.6 70.0 80.0 70.0 71.2 70.0 80.0 70.0 71.2 70.0 80.0 67.4 67.4 1 70.0 80.0 67.4 67.4 70.0 80.0 64.1 84.1 1 70.0 76.6 64.1 64.1 70.0 80.0 NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDEUTE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDEUTE CHART WILL APPLY TO ENTIRE SYSTEM. 145" �y,,,,lj FRAME WIDTH 31 3/8° 3• 12" AT OF HEAD/SIL D.L OPG. O 7YP, SILL 2yG I$ 18 I ^RT v4 71N g0 /lI E I \\ W of 1$ ZZ LLgq I 3 M L 41 I x o 1 II I -t IVII II � O ACTIVE I INACTIVE So j a �mSB SURFACE APPLIED B G7 E DECORATIVENGRILL 26 3/4O -A" MAX. 26 3/4° MAX. 1O -9 Ho MAY BE USED D.L. OPa D.L. OPG. D SIDEUTE WIDTH ALUM REWF' MAX, 36 3/4' MAX. USE AS PER CHART SEE CHART AT LEFT LEAF WIDTH (OXXO) eRst� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • •• • • • • ••• • •0. • • • • • • • • Engr:VM AHM O a O o CU F L PC 8 '13638 RODUCTRRVISSD g tl G.A.N. Se°t0?)y6tg wiUt theFloTldB • • • • • • • • NOTE: 8dirgC ccaplaace ONO �r • • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE .. • • • • • • • • • • • BASED ON ASTM E1300-04 (3 SEC. GUSTS) IL ' drowfng no. • •• • • • • • • AND FLORIDA BUILDING COMMISSION Q ProJuc C°rAra • • • 000 • • • • DECLARATORY STATEMENT DCA05-DEC-219 1 Q_Q8 sheet 4 of 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSR SIDELITES W/ SINGLE OR DOUBLE LEAF DOORS W/ TRANSO SIDEUTE WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPB 'A' GLABS TYPE 'B' BIDEIM SIDELITE W/ STL, MWF, W/ STL. RK"' EXT.(+) OJT.(-) EXT.(+) INI'.(-) 24 26 32 36 40 96 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 80.0 70.0 60,0 70.0 80.0 24 28 32 38 40 102 70.0 60.0 70.0 80.0 70.0 80.0 70.0 80.0 70D 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 35 40 108 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 6D.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 28 32 3s 114 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 7GA 80.0 70.0 00.0 70.0- 77.4 70.0 77.4 24 28 32 38 120 70.0 73.8 70.0 73.8 70.0 70.1 70.0 70.1 86.8 88.8 889 889 03.9 83.9 63.9 63.9 NOTE: FOR DOORS CAPACITIES SEE SHEET 3. FOR SIDEL(TE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDEUTE CHART WILL APPLY TO ENTIRE SYSTEM. CLUSTER OF (9) ANCHORS 31 FOR MSTALLATIONS INTO WOOD AND THRU WOOD BUCKS ONLY --_IDA CLUSTER OF (B FOR FOR ALL INSTALLATIONS N 71 5/18" D.L. OPG. ALUM REMIF.-1 12" ••• • SURFACE APPLIED • • ••• • • ZO 3 FALSE MUNTINS R $ Z U DECORATIVE GRILL Q 26 3/4" MAX ii IA I • • • • MAY BE USED • • • •• •• • • • •• I ••• D.L OPG. • D.L OPO. ••• • • STEEL REINF. 36 3/4' MAX. 1 I USE ACiNE MIACTME 1l ••• • SURFACE APPLIED • • ••• • • ZO 3 FALSE MUNTINS R $ Z U DECORATIVE GRILL Q 26 3/4" MAX • 28 3/4" MAX. • • • • MAY BE USED • • • •• •• • • • •• •• ••• D.L OPG. • D.L OPO. ••• • • STEEL REINF. 36 3/4' MAX. USE AS PER CHART LEAF WIDTH 30 • •• • • • • ••• • •• ••• •• • • • •• &W, �VADLAHW FLAPE 70892 1838. C.A.N. _ • • • • • • • fIOTE: • • • CLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • • •BASED ON ASTM E1300-04 (3 SEC. GUSTS) n • •• • • • • • *AND FLORIDA BUILDING COMMISSION • • • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • ZO 3 $ Z U Q • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ISTER OF� ILLCHORS d �o .a 0 drawing no. W10-08 Sheet g of 12 �4m(ui 31 3/8" ZO 3 $ Z U Q e��i L � h LLLL .V � Qili�t� J g 30 ISTER OF� ILLCHORS d �o .a 0 drawing no. W10-08 Sheet g of 12 TYPICAL ANCHORS PENETRATIDt4 run WIAWNU 1 BY WOOD BUCK a" ads TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING I 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. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA TAPCON BY_'ITV OR (Fw120 KSI, FY -92 KSI) 1/4" DIA, ULTRACON BY 'ELCO' (Fu.177 Km, Fy-135 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 CONC. OR MASONRY ,#14 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 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. •• ••• • • • • • •• t • • COpCRLTE AT HEAD, SILL OR JAMBS Ac - 3000 PSI MIN. • • • • • • • • �0 TII�.LOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. •• ••• to: • •S SEn9• AHWO r FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL FLA. PE -f METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. CAN. • • • • • • • j1TEEAS; • • • • • • • • • • • •3/i b'' X � 4; WEEP SLOTS AT 3" FROM EACH ENDose ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR DETAILS the FW6 4mov Z a� �o 0$ a VIN ON 4 drawing no. W10-08 1/4' MAK 1/4' MAX. SHIM © O SHIM Z i BY METAL a WOOD DUCK`. w STRUCTURE—,,,,--- T TYPICAL ANCHORS7: F SPACE ING ® . •. EE ANCHORS IL a Q FOR SPACING 0 4 ro > 3 EXTERIOR ' Q g 1 17 17A 8 D.L.O. 7 r� ` �• ' ' ll O LEAs WIDTH r, g FRAME WIDTH w 1/4' MAX. SHIM 1/ O s > > 28YWOOD U DCK y > 3 ,c OR UCTURE S 9 � O Y. TYPICAL ANCHORS•. � � � SEE ELEY. FOR SPACINGEcr S3 '3 18 ��F3 1 8 O.L.O. 7 8 SEE TYPICAL ELEYANCHORS 17 17A FOR SPACING LEAF WIDTH EX RIOR o „ � �— •• ••• • • • • • ••WIDTH 06 .' E�qr. JAYADD d s g ¢mLAHMA2 PRODUCT RMSM asa lying with dw 14crido • • • • • • • e 1lnDdlog Cods'uscpkmwNo ••• • • • • • • • ��V OfS -- -- • • • • • • • • • • • � drawing no. • • • • • • • • e • DOOR DETAILS ft , Comrol W —Qg sheet 7 of�Q ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TYPICAL ANCHORS �u SEE ELEVATIONS FOR SPACING p n ZZ . n " 0 Z� N lul VD 21 1 d 10 cy 2 J 1gi$� a O N g B,8• MIN THROW BOLT 10 PENETRATION 1 i Ile h". 2, REQD. AT �'— O 19 — -------'� r____ _______, 12 DOUBLE ONLY = ryDOORS ,30 a I I S 4> 20 z, I I 0' 2 i $ -9 y--r 19 TYPICAL ANCHORS • <, I SFE ELEV.. FOR SPACING o FRAME WIDTH ci J �+ a •• •.• . • • • • •. S k • • •• . • • . • �fA -<m— •o Ertgn JA AD AHNAD' • @ F'c ri39',e92 MODUcrxavlsen • • • • • • • 2 w,n�m8Gadwith Ole Florida : : 'NpV 2 Acc-pt ,w No 02 a • • • • • • • • • • • " Of$ rdmgwinno.Dylim,110aaeProdoace TRANSOM DETAILS nro, 10-0 B sheet 8 of 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• nn °.. �.. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/4• MAX.... TYPICAL ANCHORS n SEE ELLV: FOR SPACING 1 ♦ •4 O #10 K 34' FH TEKS �...,.,.. AA Z% Z a Ow h ppa � 9 M 046r, 0 TYPICAL ANCHORS • SEE ELEVATIONS • FOR SPACING • ° D.L. OPG. D.L. OPG. 4 w 6_. DOORS W/O TRANSOM CAN HE H • • • •• C� z {� O AND 24. O.C. MAX. S -a a 0 ;r �g<m� I nn °.. �.. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/4• MAX.... TYPICAL ANCHORS n SEE ELLV: FOR SPACING 1 ♦ •4 O #10 K 34' FH TEKS �...,.,.. AA Z% Z a Ow h ppa � 9 M 046r, 0 __._— LEAF . WIDTH_ --._ _ _ e, •• ••• • • • • • •• D.L. OPG. D.L. OPG. 4 w 6_. DOORS W/O TRANSOM CAN HE H • • • •• WITH OR WITHOUT ALUM REINFORCING #10 X 3 4° FH TEKS DOORS W TRANSOM ARE WITH STEEL REINF. ONLY AT 10�FROM ENDS N SEE SHEETS 4 AND 5 FOR CAPACITY z {� O AND 24. O.C. MAX. S -a a 0 ;r �g<m� I � �r 1 > I � •_R i� __._— LEAF . WIDTH_ --._ _ _ e, •• ••• • • • • • •• 6_. H • • • •• •• • • • • • • • • •• ••• �g<m� Epps JACAD,M AQ i. 1 FIA PE V0392 C 38 imply w n g • • • • .. • .0. • • : 1REVISED ib i do Florida °idis�cC�o o v • • • • • : : • • • .•• • • • : : ••• • 1 errs drawfo SIDELITE DETAIIS r •� W10—OS sheet 9 of 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • •• • •• •• ••• • • ••• • • LOCKS: 3 POINT LOCK ASSEMBLY BY 'SULLIVAN AND ASSOC! 7/18' X 3" THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOOK BY CONNECTING RODS LOCK LOCATED AT 52-3/4" FROM BOTTOM LOCK HANDLE AT 49-1/2' FROM BOTTOM OPTION 82: 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 INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.* 1/2' X 2' THROW SOUS 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. HINGES: 4-3/4' BALL BEARING HINGES 3 PER LEAF BOTTOM HINGE AT B-3/8' FROM BOTTOM RAIL TOP HINGE AT 11' FROM TOP RAIL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH #12-24 X 1/2" FH MS OPTION d2 7-13/18" THREE PIECE HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/6' FROM BOTTOM RAIL TOP HINGE AT 11' FROM TOP RAIL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH #10-24 X 1/2' FH MS ITEM # PART # no. DESCRIPTION MAT&RViL MANF./SUPPLIES/REMARKS 1 2 V801 V502 3/ DOOR 1 FRAME HEAD/JAMB FRAME SILL 6083 -TB 6063 -TB - ---- _2 - -' 3 --- V503 - 1 SIL COVER 8083-T6 - 4 V504 AS READ. SIDEI.ITE STILE 8083 -To - 8 V505 2/ LEAF TOP AND BOTTOM RAIL 8083 -TB 8 7 VMS V507 1/ LEAF 1/ LEAF HINGE STILE LOCK AND ASTRAGAL STILE 8083-T8 8083-76 - 8 V513 AS REQD. INACTIVE ASTRAGAL STILE 6083-T8 8 V508 2/ LEAF SWEEP ADAPTER 8083-T8 - 10 V509 AS REQD. SIDELRE ADAPTER 6083 -TB 11 V511 AS REQD. GLAZING BEAD - 5/18" GLASS 6083 -TB- 11A V517 AS REQD. GLAZING BEAD - 7/18" GLASS 6083-T8 - 12 V512 AS REQD. REINFORCING STIFFENER 6083 -TB - 12A - AS REQD. REINFORCING CHANNEL _STEEL 36 KSI 13 2/ LEAF 3/8" THREADED ROD STEEL - 14 - - - - 18 V814 2/ LEAF FLUSH SOLT SUPPORT ANGLE 6083-T5 1-1/2' X 1-1/2' X 3/18° 18 - - - - - 17 - 3/ LEAF 8ld.L BEARING HINGE ASSEMBLY - - 77A - 3/ LEAF 3 PIECE HINGE ASSEMBLY - - 18 - - - ----.. �- - 19 - AS REQD. FIN SEAL PILE WEATHERSTRIPPINGWSWOPRENE 20 V516 AS REQD. BULB WEATHERSTRIPPING UROMETER 8038 21 #8 X 1/2" AS REQD. GLAZING ADAPTER SCREWS PH TEKS. AT 2" FROM ENDS & 8' O.C. MAX.22 #10 X 2' AS REQD. FRAME ASSEMBLY SCREWS PH SM23 --24 - AS REQD. SIDE LRE ADAPTER SCREWS - #8-32 X 1/2' 2/ ANGLE SUPPORT ANGLE SCREWS FH MS28 ASREQD.BUMPERSPACER28 - SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PTI SILICONE. •• •e• • • • • • .•Ir Iv, • e . . . . . 0 Q . . 00 000 00 a Engr. JAVAD AF1ld 0 a .CML' FLA PE B 7089,2 .0PRODUCT RMSED • 000 • • • • A.N. 3538 • • • • • • • • • as wDlptyhlg with Ore Florida ... ... ... Cob L-ot! :02 0 • • • • • • • • • • • Ii, �Pta1�- W10-08 ••• • • • • ••. • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.000 .078 P. 1• 500 L 2.125 4.898 .084 626 1.750 0T8 ° L I° 0 ° 0 0 028 y„t� a Z 2.018 � ttP. 4.OD0 � ° �1/a, � S I I ° ° a-y/a- ° o 09 h i FRAME HEAD/JAMB 6 HINGE STILE 2 ° L° ACAS TYPE 24 X 3 2' � � 17 ° $12-24 X 1/2' FH MS CRS TYPE 23 17 8 o g 0. Q Q 777gjjj 00; 11 1 -6 1 p-1.750-�I I I 5.313 078 IYP. .829 1' -T 1.750 3 PIECE HINGE BALL BEARING HINGE O a.000 3,500 4.ggg I ��9. A78 1.210 $ 1YP• 4.000 125 :: 9 INACTIVE ASTRAGAL STILE IYP. 3.832 3.782 Q. .828 6 TOP & BOTTOM RAIL 4.000 • 26 628 7.750 078 1YP. 1.984 12 I o Cg � > a � 1.500 .080 388 1.000 z 0 ° > # $v 9$� .094 5.313' 1.808 7 LOCK/ASTRAGAL STILE 2509 0 2.200-13.720 SWEEP ADAPTER 1.134 082 .485 .0623-- P 1.910 2.251 L 4.176 t STIFFENERS id g R 7.184 078 TYP. 5.g6♦�0 2 0 moC s SILL COVER I • i• 1.575 7 64 .f.i.�\ •.• i . . ♦• • B0d6 - 2.163 . •. 4 SIDEUTE STILE♦ • • • • i 0 •♦ • • i • • GAZING BEAa - 7/�6" GLASS Ptg?; -JAM00 AH o ° d u .501 .088 1.660 .563 �- 078 0 496 • Al • �o,t ...R'scoh . {W`0 • . • '�_•jI • • • cNa. C-t.N ,�AB�� PRODUCTRBVI39D aacmnplgingwi0lgwFloild6 12-0 13.0 i /tfj i 1" `\' �r }a+ -- Browing no. -'{ 1.133 j^- I I _� ••• .082 .�. . II • • • 1.313 M- `tAj ..•'' �♦ w10-08 2 FRAME SILL .to SIDELITE ADAPTER GLAZING BEAD - 5/16" GLASS � o Ontro sheet 11 of 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ... . . . . ... . . / 3 0 m C s . . . . . . . . . . . .. .. . . . .. .. ... � . . ... a of t• O 001D . IaL � .d a 13 22 gVN2 K' , • • • •• O y�NN 6 N •• ••• • • • . . • • • • • . G Q m U •� •' Engr, JACK H614D o N Flt � 7a3B2 c.aPay. Maas it9DUCTI.SVI3l3� -pl�3o I g ^, ... • • • • • • • • • • •�V p I D M%Cab 9 16 drawing no. • • • • • • • • edorrodu�cbmro W9-08 sheet 12 0112 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . MIAMFDJAQE MIAMI-DADE COUNTY �■� PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 ]BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www mi midade ov/ rat 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. DESCRIPTION: Series 11200" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W10-26, titled "Series 200 Alum. Horiz. Sliding. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 04/23/10 with revision B dated 11/22/11, prepared by AI—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Prod0f Mitrol Revision stamp with the Notice of Acceptance number and expiration date by the Miarfi� Dade # o&%ty "' 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?M No, city Esta �e, � � • model/series, and following statement: Miami -Dade County Product Control App *o *M* ', unlesys�gt�ierwise :; • noted herein. . . RENEWAL of this NOA shall be considered after a renewal application has bees? f elpd. there has been 00 00 0000 • • 0. • no change in the applicable building code negatively affecting the performance orris Vbduct:... % """ TERMINATION of this NOA will occur after the expiration date or if there has ber17 a:revisionor.ahangd in the materials, use, and/or manufacture of the. product or process. Misuse of this NOA as an anc6sement 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 # 10-0824.05 and 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. r�ta�tiaaoEcav NOA No. 12-0113.01 • • Expiration Date: December 30, 2015 Approval Date: March 01, 2012 Page 1 Labrador & Fundora Corp, dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10 26, titled "Series 200 Alum. Horiz. Sliding. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 04/23/10 with revision B dated 11/22/11, prepared by Ai— 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, per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of horizontal slider, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-0126.01-10, dated 06/08/10, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA# 10-0824.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by Al—Farooq Corporation, dated 06/24/10 and revised on 11/21/11, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04 .... . . D. QUALITY ASSURANCE • • • • • • • • • • I. Miami -Dade Department of Permitting, Environment, and RgFA%pry A•ff T§iPERA1:: • E. MATERIAL CERTIFICATIONS • • • • • • 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont► me�emourt•&• O" I4* 0 • for their "DuPont SentryGlas® Interlayer" dated 08/25/11,expiring on.41/.14/l7... %.' 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont►D•VN6ou7r,5•BaCo., Itree•;• for their "DuPont Butacite® PVB Interlayer" dated 09/08/:1' bViring on' 12/11/16. '. F. STATEMENTS 1, Statement letter of conformance, complying with FBC-2007 aiiil F13C-201 07 and of no •' financial interest; dstedNevember 21, 2011, signed and sealed by Javad-Mad, P. E. 2. Laboratory compliance letter for Test Report No. ATLSF-0126.01-10, issued by American Test Lab of South Florida, Inc., dated 06/08/10, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA# 10-0824.05) G. OTHERS 1. Notice of Acceptance No. 10-0824.05, issued to Labrador & Fundora Corp. dba V & V Windows for their Series "200" Aluminum Horizontal Sliding Window — L.M.X., approved on 12130/10 and expiring on 12/30/15. ('01 Ma rez, P.E. Product ontrol xaminer NO .12-0113.01 Expiration Date: December 30, 2015 Approval Date: March 01, 2012 E-1 FAL (SURFM THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. WINDOW WIDTH 8' MAX 9" MAX. —�{I HEAD/SILL HFAD/SLL CORNERS .090" INTERLAYER BUTACITE PV8 BY 'DUPONT' BUTACBE PV8 BY 'DUPONT' SENTRYGLAS BY 'DUPONV ii u 3/16' ANN. GLASS 1/8" HEAT STREN'D. GLASS 3/18' HEAT STREN'D. GLASS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER n CHARTS SHOWN ON SHEET 2. SILICONE SILICONE DOW CORNING 995 DOW CORNING 995 SILICONE DOW CORNNG 995 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE PECORA 895 PECORA 895 PECORA 895 COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING it i s qq MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. m 22 i !i 22 t 5 22 ! !I LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL it ! ! WILL APPLY TO ENTIRE SYSTEM. L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITHTH • • REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDIN • • • it• • • • a w HIGH VELOCITY HURRICANE ZONE (HVHZ). SE MUNTiNS to to E APPLIh7) 32 5/8' 3r D.L.OPG. D.L. OPG. IY BE USED 'C' 38 3/4' LOADS TO THE STRUCTURE. • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 3/18" ANN. CLASS 1/8' HEAT STREWD. GLASS 3/to" HEAT STREN'D. GLASS SHUTTERS ARE NOT REQUIRED. 090''INTERLAYER .090" INTERLAYER .090" INTERLAYER BUTACITE PV8 BY 'DUPONT' BUTACBE PV8 BY 'DUPONT' SENTRYGLAS BY 'DUPONV SERIES 200 ALUMINUM HORIZONTAL SLIDING WINDOW 3/16' ANN. GLASS 1/8" HEAT STREN'D. GLASS 3/18' HEAT STREN'D. GLASS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. SILICONE SILICONE DOW CORNING 995 DOW CORNING 995 SILICONE DOW CORNNG 995 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE PECORA 895 PECORA 895 PECORA 895 COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING it i s qq MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. m 22 i !i 22 t 5 22 ! !I LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL it ! ! WILL APPLY TO ENTIRE SYSTEM. L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITHTH • • REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDIN • • • it• • • • a w HIGH VELOCITY HURRICANE ZONE (HVHZ). • to to to • • • • • • • • �f WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFEJ • GLP�3 'AYP➢ 'Ii'• • 'C' 'D' LOADS TO THE STRUCTURE. • • • • GLASS TYPE GLA5S TYPF ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS ENn `AAD AHMAD Ps EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. GLAZE NG OPTIONS Elva COMP1 8Wfth lu PE 9z e�wa�NCob ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE OE:ILS ••• • • • • • • • • • • • • cAN A,copgCode b accoRlenoaN°±J ARE NOT PART OF THIS APPROVAL. 000 • • • • • • • Uwioa Oldf� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLI•• • • • • : • • • TTY MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT CONE INTO • • 000 • • • • Miam eee P CONTACT WITH OTHER DISSIMILAR MATERIALS $HALL MEET THE REQUIREMENTS OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. , • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W10-26 A = NO. OF ANCHORS PER HEAD & SILL DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) WINDOW DINS. GLASS TYPES GIA9.4 TYPE A H' & 'C' 'D' WIDTH HEIGHT EXI'�(+) OJT.{-) EXT.(+) INT.(-) 26-1/2" 37° 53-1/8" 74" 29' 3 70.0 70.0 80.0 90.0 4 70.0 70.0 80.0 90.0 8 70.0 70.0 solo 90.0 6 70.0 70.0 50.0 90.0 26-t/2° 37" 53-11W 74' 38-3/6' 3 7OX 70.0 80.0 90.0 4 70.0 70.0 80.0 90.0 a 70.0 70.0 80.0 90.0 _ _ a 70.0 70.0-��s0.0 90.0 26-1/2' J7°a/a° 53-1/6' 74' 90.0 3 70.0 70.0 solo 90.0 4 70.0 70.0 80.0 90.0 6 70.0 70.0 Sao 90.0 8 70.0 70.0 80.0 90.0 26-1/2 37' 53-1/8• 74° 83' 3 70.0 70.0 1 80.0 90.0-- 4 70.0 70.0 80.0 90.0 6 70.0 70.0 80.0 90.0 6 70.0 70.0 80.0 s9.0 24° 36' 45' 60• 72" 24° 3 70.0 70.0 80.0 90.0 4 70.0 70.0 80.0 90.0 5 70.0 70.0 80.0 -90.0 7 70.0 70.0 solo 90.0 8 70.0 1 70.0 80.0 90.0 24• 36" 60" 72" 36' 3 70.0 1 70.0 60.0 90.0 4 70.0 70.0 80.0 90.0 6 70.0 70.0 90.0 90.9 7 70.0 70.0 50.0 90.0 8 70.0 70.0 B0.0 90.0 24' 38• 48' 60" 72• 48' 3 70.0 70.0 80.0 90.0 4 70.0 70.0 80.0 90.0 5 70.0 70.0 s0.0 90.0 70.0 80.0 7r70. 90.0 a 70.0 solo 90.0 24' 36" 48' 60' 72' so' 370.0 80.0 90.0 4 70.0 80.0 90.0 5 70.0 70.0 80.0 90.0 7 70.0 70.0 80.0 90.0 6 70.0 70.0 80.0 90.0 24' 36" 48' 60" 72' 63' 3 70.0 70.0 80.0 90.0 4 70.0 70.0 80.0 90.0 ___ 5 70.0 70.0 80.0 90.0 A = NO. OF ANCHORS PER HEAD & SILL DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. GLASS TYPES GLS TYPE A 'H' & C. 'D' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 108-1/4" Ill, 26' 8 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 74' 106-1/4" 111' 38-3/8' 8 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 74• 109-1/4' 111' 50-5/8• a 70.0 70.0 60.0 90.0 12 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 74' 106-1/4° 111' 83" a 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 $9.0- 72' 84" 98° 108" 36' 8 70.0 70.0 80.0 90.0 8 70.0 80.0 90.0 _70.0 11 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 72" 84" 96" 108" a 70.0 70.0 80.0 90.0 9 70.0 70.0 80.0 90.0 11 70.6 70.0 80.0 - 80.0 12 70.0 70.0 80.0 90.0 72" 84° g8" toe"' 60' a 70.0 70.0 80.0 9D.0 9 70.0 70.0 80.0 90.0 11 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 72" .84' 96" . 108" 63' 8 70.0 70.0 80.0 90.0 9 70.0 70.0 80.0 90.0 11 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 00.0 A = NO. OF ANCHORS PER HEAD & SILL 7 70.0 70.0 80.0 90.0 OPERATING VENTS TO BE 113 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH e 7o.D 70.o eo.a •o.a • • • • s • • e • • • • • • • • 'XOX' 'XOX' A a NO. OF ANCHORS PER HEAD & SIL! • • • • • • • • • •• • • • • ••• • (1/ ) (1/2W) B(113W)(2/3W))• • • • • •NOTE: • • • • %LASS CAPACITIES ON THIS SHEET ARE • • • e • • • • • • �ND D FLORIDA AS UILUING COMMISSION SSI EC GUSTS) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO 11E 1/3 OF•THE fIND'OW WID" DECLARATORY STATEMENT O MI SI DEC -219 'XO OR OX' 'XO OR OX' • • • • . • . • . . Enpn dAV� MAO PRODUCTRBVISBO p 3 'RA will) ftPlodit 1 3 Hn1" CID&7 Ampfm= No ! •0!!$ l �' 1z4P$8tfoa Datel 46 Q1� 1Hvtytami oa drawing no- - W10 -26 j (1/3W) (1/) (1/4W) =D � 7 70.0 70.0 80.0 90.0 OPERATING VENTS TO BE 113 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH e 7o.D 70.o eo.a •o.a • • • • s • • e • • • • • • • • 'XOX' 'XOX' A a NO. OF ANCHORS PER HEAD & SIL! • • • • • • • • • •• • • • • ••• • (1/ ) (1/2W) B(113W)(2/3W))• • • • • •NOTE: • • • • %LASS CAPACITIES ON THIS SHEET ARE • • • e • • • • • • �ND D FLORIDA AS UILUING COMMISSION SSI EC GUSTS) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO 11E 1/3 OF•THE fIND'OW WID" DECLARATORY STATEMENT O MI SI DEC -219 'XO OR OX' 'XO OR OX' • • • • . • . • . . Enpn dAV� MAO PRODUCTRBVISBO p 3 'RA will) ftPlodit 1 3 Hn1" CID&7 Ampfm= No ! •0!!$ l �' 1z4P$8tfoa Datel 46 Q1� 1Hvtytami oa drawing no- - W10 -26 j (1/41 (1/) (1/4W) =D � 7 70.0 70.0 80.0 90.0 OPERATING VENTS TO BE 113 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH e 7o.D 70.o eo.a •o.a • • • • s • • e • • • • • • • • 'XOX' 'XOX' A a NO. OF ANCHORS PER HEAD & SIL! • • • • • • • • • •• • • • • ••• • (1/ ) (1/2W) B(113W)(2/3W))• • • • • •NOTE: • • • • %LASS CAPACITIES ON THIS SHEET ARE • • • e • • • • • • �ND D FLORIDA AS UILUING COMMISSION SSI EC GUSTS) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO 11E 1/3 OF•THE fIND'OW WID" DECLARATORY STATEMENT O MI SI DEC -219 'XO OR OX' 'XO OR OX' • • • • . • . • . . Enpn dAV� MAO PRODUCTRBVISBO p 3 'RA will) ftPlodit 1 3 Hn1" CID&7 Ampfm= No ! •0!!$ l �' 1z4P$8tfoa Datel 46 Q1� 1Hvtytami oa drawing no- - W10 -26 lay TYPICAL ANCHORS SEE ELEV. FOR SPACING RED TO SILL SILICONE (PEEPHOLES: W1 - 3/4" X 1-1/8' WEEP SLOT AT 2' FROM EACH END WITH PLASTIC BAFFLE. W2 = 3/16" X 1-1/2" WEEP SLOT AT 2" FROM EACH END W3 = 1/8' X 1-3/4' WEEP SLOT AT MID WIDTH OF VENT. S. EiLNM: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PECORA 1215 SEAM SEALER. • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• • e K 1/8' K 3" LONG MR:. RAIL LOCATIONS ICN. A`f•ICHORS ELW 2 SPACING MIAMI -RADE COUNTY APPROVED I j MULLION & MULUON ANCHORS �I SEE SEPARATE NOA II :AL ANCHORS SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' OUT, U TRA •ON BY'E1 CO (FU -177 KSI, "155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6083—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO 13E PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'o — 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. 9r JA •u 0 CML Pi.ODUCTRBVISBD FIA. PE gg 70892 esc-noyiewotUeFW$ds CA.N. $ 38 BAcuD�dProBwm 0e h on Defy 1.5 By drawing no. W10-26 ,© sheet —.3-f 6 i ••• • • • • • ••• •• • • I • • •. A. �' V� > '• :AI. ANCHORS* • • : • •' •p. • -0 ELEV. SPACING • • "nn ae� • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• • e K 1/8' K 3" LONG MR:. RAIL LOCATIONS ICN. A`f•ICHORS ELW 2 SPACING MIAMI -RADE COUNTY APPROVED I j MULLION & MULUON ANCHORS �I SEE SEPARATE NOA II :AL ANCHORS SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' OUT, U TRA •ON BY'E1 CO (FU -177 KSI, "155 KSI) 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 CONIC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6083—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO 13E PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'o — 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. 9r JA •u 0 CML Pi.ODUCTRBVISBD FIA. PE gg 70892 esc-noyiewotUeFW$ds CA.N. $ 38 BAcuD�dProBwm 0e h on Defy 1.5 By drawing no. W10-26 ,© sheet —.3-f 6 i 1/4" MAX. VENT WIDTH V SH161-- 1/4" MAX. w N C O.L OPG. O SHIMS o TYPICAL ANCHORS 20 23 TYPICAL ANCHORS Z EV FOR SPC C-_....__ ❑ SEE ELEV FOR SPACING zaMETAL [(G�3 STRUCTURE .a gg O Oa B ------ SORE OPT 1BY D.L OPG. WOOD BUCKS Q 3t EXTERIOR v WINDOW WIDTH XO LAYOUT d _f __. 1/4' SHIM VENT WIDTH VENT WIDTH 1/4" MAX. �. p{pg, 7 O D.L. OPG. SHQdS c 0 WOOD BUCK 2023 TYPICAL ANCHORS D STRUCTU - 24 24 Av FOR SPACING <c ° 3 of A REENS 0 _-- ---- q 28 ---------- �. O.L OPG. WOOD BUCKS 8 WO EXTERIOR a v cup WINDOW WIDTH ° TYPICAL ANCHORS XOX LAYOUT SEE ELEV. ? FOR SPACING 6R 8 $ MIAMI–DA)E COUNTY APPROVED MULLION, & MUWON ANCHORS E• SIMAL•E IDA • • • • • • c v • • r - • • • I• °c • •i a m all 00 so see ,Jo I I I I En91 JA�LAHMAD PR0DUCTRBIi1SBD FIA, PE ,F 7 as complying with theBfw h • • • • j I I • CYN. 3Sa Building Code Accepomoc?,I. 1!2. ID11J. 01 i • I I •• ItationDate is 8 5 • •• L _�I __:-�------ By drawingno. TYPICAL ANCHOR$ Np ' . W10-26 SEE ELEV. FOR SPACING 5he0t +} Of (j • • • • • • • • • • • • •• •• • • • •• • ••• • • • 000 • • 988 082 jyp, .843 - .801 1.476 .937 .080 1.125 II .875 .906 k- .875 - VENT TOP/BOTTOM RAIL 1 (5) JAMB ADAPTER 2.053 .062 FRAME HEAD 082 TYP. 1.100 1ne7 1.12s 'j�a�''�c��j .era 1.775 .es7 .lea t3 SILL RISER 1.188 078 TYP. 2� FRAME SILL 1.420 .585 A.. .312 050 TYP. Q SILL TRACK 1 U JAMB STILE •128 2.828 F 2.003 Q 2.167 bflD -D 1.879 •BIS 1.139 1186 ALUMINUM BAR n MEETING RAIL FRAME JAMB 1.578 lh 'BI I ITEM PART (I QUANTITY DESCR0PTION MATERIAL MAW /SUPPLIER/REMARn 1 V703 1 FRAME HEAD 8083-T6 - 2 V202 _ 1 FRAME SILL 6063_76 _ 3 4 V203 V201 1 2 SILL TRACK FRAME JAMB 8083-T8 8083-78 5 V205 AS READ.FRAME JAMB ADAPTER WW -TS 6 V104 1/ VENT FIXED MTG. RAL 8083-75 _ 7 V204 1/ VENT VENT INTERLOCK 5083 -TB - 8 9 V209 V107 1/ VENT 2/ VENT JAMB STILE TOP AND BOTTOM RAL 6DS3_T6 6063_76 _ _ 10 V108 AS READ. GLAZING BEAD 6083 -TB - 13 - AS READ, ADD-ON SILL RISER 8083 -TB USE AS REQO, 14 - _4/ VENT ROLLER HOUSING &GUIDE CELLON - 15 V208 1 2/ VENT ROLLER BRASS - 18 V207 2/ VENT ROLLER PIN ST. STEEL AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 ®8 X 3" 2/ VENT FIX. RAL SILL SCREWS (SILL END) CRS P.H. SMS 19 - Ai-FlN SEAL W'STRIPPING ULTRAFAS 20 9146OU AS REQD. BULB SEAL (DUAL DUROMETER, T-SLOT�50, 8111.9=73) NEOPRENE ULTRAFAB 22 9143OU .AS READ. GLAZING MAD BULB (DUAL DUROMETER, T -SLOT -50, BULB -73) NEOPRENE ULTRAFAB _23 - - 2/ VENT SWEEP LATCH AT 8-1/2" FROM EACH END 24 #iX 3/4" 2/ LATCH LATCH INST, SCREW -STEEL PH SMS 25 - 2/ WOW. WEEP VALVE 26 - 1/ VENT 5/18' BOX SCREEN - OPTIONAL 27 i6 % 1/2" 2 BAFFLE INSTALLATION SCREWS PH TEKS T 1YP .-� .760 2.825- 8 $ FNED MTG. RAIL to •• ••• • • • • • •• 2m • 147 • • • • • • • • • •� m �-- • •• • . • • ••• • �g<m .865 • • • • • • • • • •082 TYP* • • • • • • • • • • 0 .887 Eogn JA AHMPD Cq+ PR0AUCTRRVISlR1 L B FLA. PE 70892 69 �PIY�oB�V111L1h6 f�lOdde •• • • CAN. BandlneCode GLAZING BF2D • 000 • • • .0. Aaeept'mM 0 k • • • • • • 8xpiielton Delo /S Ith 6 o W1 0-261 drawing Sheet 5of 6 i i i i i i i i ••• •• • • • •• •• ••• • • • ••• • 0 �jV o I 0 a p� F� O&a0 °��,MSI 3� W el� F VENT TOP/BOTTOM COR�� FRAME TOP CORNER $ v Li s y U IV pp�� O � i a<so:MW U 9� o �o_ vm ....... • •• • • • • ••• • /' a mt .Eng4i J AVP4AFWAD PRQDUCf REV1S8D •� g • FIA. PE 976692' da conlPlYinB wiUl IAeFleliQa 2S � 9i 18 • • • • • • • • CAN., 636 SulkIft Ce • • • • • • • • • cmpmma No 1 • • • • • • • • • • y'ucpimtion Date • • • • • • • • • • • • •• • • • • • • BY d FIXED MTC,. At COR;R • • • • • • • • • FMME BOTTOM CORN R M{emi FmdaM drawing W10-266 Cheat 6_. 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M® MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) _ _ w_ v WaMidadUov/ sera/ 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. DESCRIPTION: Series 1110011 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W11-38, titled "Series 100" Aluminum Single Hung Window (L.M.L)", sheets 1 through 7 of 7, dated 07/15/2011 with revision "A" dated 10/04/2011, 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? sfatg, model/ series and following statement: "Miami -Dade County Product Control Approvgd" Jess oth&%#ise now& • ; • herein. • • • • • ' RENEWAL of this NOA shall be considered after a renewal application has bepV.1J i and these has bvn no change in the applicable building code negatively affecting the performance of tW produc%. :" TERMINATION of this NOA will occur after the expiration date or if there has Wri a revisldn 81t chan'g'e: in the materials, use, and/or manufacture of the product or process. Misuse of this N A ss an ®ndorsement of 0 iI any Product, for sales, advertisingor any other purposes shall automaticallyto � P#I� �is NdA. Failureto 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-D;de. County*, Florida, followed by the expiration date may be displayed in advertising literature. If att� pdrtion of:Rh'NOA'is displayed, then it shall be done in its entirety. 0000 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. ' NOA No. 11-0907.03 �� Expiration Date: October 20, 2016 la 1211 Approval Date: October 20, 2011 Page 1 Labrador & Fundora Cora 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 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 "A" window, Grade 10, per FBC 2411 3.2.1, 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 0913.01-10, dated 07/11/201.1, signed and sealed by Julio E. Gonzalez, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, 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 Regula .. tor 6y Affairs tPERAT ... E. MATERIAL CERTIFICATIONS • • • • • 6666.. 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont.DeNgmoute 8� t o., I;Z • for their "DuPont Sentry Glass® Interlayer" dated OM672010, 'e'x�ihi 'ng 'o9i". 66.60. .. . 00000 01/14/2012. • 6666 6666 6666.. 2. Notice of Acceptance No. 114624.01 issued to E.I. DuPont.DaNemours & Co., Inc..' for their "DuPont Butacite® PVB, Interlayer" dated 69/d8%2011„ oejV, ing ern • * • 12/11/2016.0 *0 0so 6666.. • 6666 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 I Jaime D. Gascon, k. 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 5i1BMITTED F. STATEMENTS (CONTINUED) 2. Statement letter of no financial interest, conformance and compliance with the FBC-2007/ 2010, dated 07/12/2011, signed and sealed by Javad Ahmad, P. E. 3. Laboratory compliance letter for Test ':Report No. ATL -SF 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 08/17/2009, signed by Renzo Narciso. G. OTHERS 1. None. .9.9 . . 6666 6666.. .. 6666.. - .. 6666.. 6666.. 0 6. 0 666.. 6006 . 6666 6666 6666. 6666.. 6666 6666. 00 06 .606 66606. .9099. 6 . . 9 0 6 ...... 6660 . 0 . .9000. .. 6666 0000 Jaime D. GasconVTE. c Product Control Section Supervisor NOA No. 11-0907.03 Expiration Date: October 20, 2016 Approval Date: October 20, 2011 E-2 53 1/8 - (Swim MAY BE USED THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 100 ALUMINUM SINGLE HUNG WIND0�V 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 IN MODULES OF TWO OR MORE WINDOWS USING M1AM1—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 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION INCLII" • • • • • • • HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • • • • • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY T(# TRANS►9R • • • • • • • • 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 ANCHORS910T• WOO10 ONLY. • • • • • • • • • • • • • • • • • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, MT COMMIO INTO • • • • • • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS • 000 ••• • OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • C 53 7/8' WINDOW WIDTH .W u -W: -km e, b6 . r C.0.N. J6Je -� /fd1DfiVOd890Datpiyhlp W�lli19 (7j n P ,Q OCT ..$ 2011 Br �4V 0 O g U � h a � oa 0 rY��oa LZLaZ�6 461210 drawing no. W11-38 OPO. 10 7/8" 5" MAX. MAX. FifAO/SILL HE A SU CORNERS in II I, D I it h n it 11 -- ---- ------ --- IF it JJ II 8 II M W 1, 1 -- - - 47 1/B - u -W: -km e, b6 . r C.0.N. J6Je -� /fd1DfiVOd890Datpiyhlp W�lli19 (7j n P ,Q OCT ..$ 2011 Br �4V 0 O g U � h a � oa 0 rY��oa LZLaZ�6 461210 drawing no. W11-38 EQUAL LITES 1/8" ANN. GLASS EQUAL LITES WINDOWS .090° 1NTfsRLAYER ••• SUiCITE PVB BY 'DUPONT' • DESIGN LOAD CAPACTFY - PSF SILJCONE DOW CORNING 995 WINDOW DANS. GLASS TYPE 'A' GLASS TYPES 'B' & 'C' GLASS TYPE WIDTH HEIGHT E%T.(+) 1M'.(-) W.(+) INT.(-) EXP.(+) 1MT.(-) 10-1/8' 29-1/2" 1. 42" 48' 53-1/8' 26' (3) 60.0 60.0 60.0 80.0 75.0 75.0 75.0 ' 75.0 80.0 80.0 120.0 120.0 80.0 60.0 75.0 75.0 solo 120.0 60.0 60.0 75.0 75.0 80.0 120.0 80.0 60.0 75.0 75.0 50.0 120.0 80.0 60.0 75.0 75.0 80.0 120.0 19-1/8' 26-1/2" 37" 42° 48' 53-1/e 38-3/8' (4) 80.0 00.075.0 75.0 80.0 120.0 6D.0 - 80.0 7b.0 75.0 00.0 120.0 60.0 00.0 75.0 78.0 80.0 120.0 60.0 e0.0 75.0 78.0 80.0 120.0 60.0 80.0 75.0 75.0 80.0 120.0 60.0 60.0 75.0 78.0 80.0 120.0 18-1/8" 26-1/2" 37' 42" 48' 53-1/8' 50-5/8' (8) 00.0 60.0_ 75.0 75.0 boo 120.0 60.0 60.0 78.0 75.0 80.0 120.0 60.0 00.0 75.0 75.0 80.0 120.0 S0.0 60.0 1 75.0_ 75.0 80.0 120.0 Solo s0.0 75.0 75.0 80.0 120.0 60.0 80.0 75.0 78.0 80.0 120.0 19-1/8" 2e -1/z' 37° 42" 48' 53-1/8" 58' (8) 60.0 eo.0 75.0 75.0 80.0 120.0 60.0 solo 750 75,0 .0 120.0 60.0 60.0 75.0 75.0 80.0 120.0 80.0 60.0 75.0 75.0 80.0 120.0 00.0 60.0 75.0 75.0 80.0 120.0 80.0 60.0 75.0 75.0 80.0 120.0 19-1/8" 26-1/2" 37' 42' Or 53-1/8" 00' (7) 60.0 60.0 7" 75.0 80.0 120.0 60.0 80.0 75.0 75.0 80.0 120.0 60.0 6D.D 75.0 75.0 80.0 120.0 80.0 60.0 75.0 75.0 80.0 120.0 80.0 60.0 75.0 75.0 80.0 120.0 00.0 60.0 75.0 75.0 80.0 120.0 19-1/8" 26-1/2" 37" 42" 48' 53-1/8" 83' (7) 80.0 60.0 75.0 75.0 80.0 120.0 _ _ 60.0 80.0 75.0 75.0 60.0 120.0 60.0 60.0 1 75.0 70.0 80.0 120.0 60.0 60.0 75.0 ' 75.0 Sao 120.0 _ 50.0 60.0 70.0 75.0 80.0 120.0 60.0 60.0 75.0 75.0 80.0 120.0 19-1/8" 28-1/2' 37' 42' 48' 53-1/8" 72' (8) SO.O 60.0 75.0 75.0 60.0 120.0 80.0 60.0 75.0 75.0 80.0 120.0 50.0 60.0 75.0 75.0 0..0 120.0 _ 50.0 e0.0 75.0 75.0 80.0 120.0 - - 75.0 75.0 80.0 120.0 - - 75.0 75.0 80.0 120.0 19-1/8" 26-1/2' 37' 42" 45" 53-1/8" 74-1/9 (8) solo 60.0 60.0 80.0 1 75.0 75.0 75.0 75.0 8 . 86.0 1204 60.0 60.9-- 75.0 75.0 BO.S 60.0 60.0 75.0 75.0 86.11 12e "0 - _ 75.0 75.0 80.0 120.0 - - 75.0 75.0 80.0 120.0 19-1/8" 26-1/2' 37' 42' 48" 53-1/8" 78" (8) 60.0 60.0 75.0 75.0 80.0 120.0 60.0 00.0 75.0 75.0 ~80.~0 20.0 60.0 80.0 75.0 75.0 *A.0 • 120.0 60.0 -80.0 75.0 75.0 1 0'. .0 - - 78.0 75.0 80.0 0120.0 - - 78.0 75.0 80.0 120.0 EQUAL LITES S" ANN. GLASS _.090' MTERAYER BUTACITE PVS BY 'DUPONT' r3/16" ANN. GLASS z n a 4+ o Igo 8 h I <� g S°ti�� 995 3 0 i a Mill 0 'i z GLASS TYPE 'A' GLASS TYPE 'D' _ c4 O $ g $o 1/8' HEAT SiREMD. MASS 3/18° HEAT STREN'D. GLASS .090' INTERLAYER .090" INTEKAYER BUTACITE PV8 BY 'DUPONT' SENTRYGLAS PLUS BY 'DUPONT' 0 1/8' HEAT STREN'D. GLASS 3/18' HEAT STREN'O. GLASS I SILICONE SRXONE O DOW CORNING 985 DOW CORNING 995 PECORA 895 PECORA 895 m z h I I ! G9 ID 18 II �I CL ii R `o III Fwl III O o 8 C 8 F" a • • • • • • GLASS TYPE 'CGLASS TYPE 'D' a • • • • • • C Q • • • • • • • GLAZING OPTIONS EnOr JAYAOL A1AD ,PE. B 70962 i CAN. 638 ppplpyp0as ppmP1Y�E Whh WB s 8 .�`S P • • • • (�AG96 ®OPACITIES ON THIS SHEET ARE PaeLi° B ° �1l s 4 • • • �15E� QN ASTM E7 300-04 (3 SEC. GUSTS) 'PP3 • • • AND•FLQRIDA BUILDING COMMISSION LZ gno.••DECLARATORY STATEMENT DCA05-DEC-219 CT 5 2011 Icy -38 sheet 2 of 7)' ••• 1/8" ANN. GLASS • .090° 1NTfsRLAYER ••• SUiCITE PVB BY 'DUPONT' • 1/8" ANN. GLASS SILJCONE DOW CORNING 995 PECORA 895 F I N b S" ANN. GLASS _.090' MTERAYER BUTACITE PVS BY 'DUPONT' r3/16" ANN. GLASS z n a 4+ o Igo 8 h I <� g S°ti�� 995 3 0 i a Mill 0 'i z GLASS TYPE 'A' GLASS TYPE 'D' _ c4 O $ g $o 1/8' HEAT SiREMD. MASS 3/18° HEAT STREN'D. GLASS .090' INTERLAYER .090" INTEKAYER BUTACITE PV8 BY 'DUPONT' SENTRYGLAS PLUS BY 'DUPONT' 0 1/8' HEAT STREN'D. GLASS 3/18' HEAT STREN'O. GLASS I SILICONE SRXONE O DOW CORNING 985 DOW CORNING 995 PECORA 895 PECORA 895 m z h I I ! G9 ID 18 II �I CL ii R `o III Fwl III O o 8 C 8 F" a • • • • • • GLASS TYPE 'CGLASS TYPE 'D' a • • • • • • C Q • • • • • • • GLAZING OPTIONS EnOr JAYAOL A1AD ,PE. B 70962 i CAN. 638 ppplpyp0as ppmP1Y�E Whh WB s 8 .�`S P • • • • (�AG96 ®OPACITIES ON THIS SHEET ARE PaeLi° B ° �1l s 4 • • • �15E� QN ASTM E7 300-04 (3 SEC. GUSTS) 'PP3 • • • AND•FLQRIDA BUILDING COMMISSION LZ gno.••DECLARATORY STATEMENT DCA05-DEC-219 CT 5 2011 Icy -38 sheet 2 of 7)' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • UNEQUAL LITES (ORIEL TYPE) • •• • • • • ••• • •• ••• •• • • • •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE i • i • • • • • • • i • • • BASED ON ASTM E1300-04 (3 SEC. GUSTS= • • • • • • • AND FLORIDA BUILDING COMMISSION • • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 • • • 000 • • • • ••• • • • • .•• • . • . • • . • • • • •• •• . • • •• •• ..• • . . ... • . 'CML nA. FE 9 7002 CAN. 3538 � OCT 0 �Oti gpp[ov6de6� lyNgNtbthe l o� 03 B9 OrOwing no. W 11-38 UNEQUAL LITHS WINDOWS -TO DESIGN LOAD CAPACM - PSF WINDOW DIMS. GLASS TYPE `A' OLAS6 TYPES 'S' & `C' GUM TYPE `D' WIDTH NE10HT EXL(+) IW.(-) EXT.(+) 1N6(-) EXT.(+) INT.(-) 19-1/8" 26-1/2" 37" 42" 48° 53-1/6° 50-8/6" (6) 80,0 60.0 _ 78.0 75.0 80.0 120.0 60.0 60.0 75.0 75.0 120.0 _80.0 80.0 60.0 75.0 75.0 80.0 120.0 60.0 60.0 75.0 75.0 80.0 120.0 60,0 80,0 75.0 75.0 80.0 120.0 _ son 80.0 78.0 78.0 80.0 120.0 19-1/8' 26-1/2' 37' 42" 48° 53-1/8' 1" (8) 60.0 60.0 78.0 75.0 80.0 120.0 60.0 80.0 7b.0 _ 75.0 60.0 60.0 60.0 78.0 75.0 80.0 120.0 1 120.0 son _ 60.0 78.0 75.o No 120.0 60.0 60.0 1 75.0 1 75.0 80.0 120.0 - - 75.0 75.0 80.0 120.0 19-1/6' 26-1/2' 37' 42' 60' (7) 60.0 80.0 75.0 75.0 80.0 120.0 60.0 60.0 75.0 75.0 80.0 120.0 60.0 80.0 75.0 78.0 80.0 120.0 B0.0 60.0 75.0 75.0 80.0 120.0 75.0 75.0 80.0 120.0 7&0 1 78.0 60.0 120.0 99-1/8" 28-1/2' 37' 42" 48' 53-1/8' 63" (7) 60.0 80.0 75.0 75.0 80.0 120.0 60.0 80.0 78.0 78.0 B0.0 120.0 _ 60.0 80.0 75.0 76.0 80.0 120.0 BOA 60.0 75.0 75.0 80.0 120.0 _ - - 78.0 78,0 80.0 120.0 - - 750 760' 60.0 120,0 19-1/8" 26-1/2" 37• 42° 48• 53-1/8" 72' (8) Bon 60.0 75.0 78.0 80.0 120.0 _BOn 60.0 78.0 75.0 80.0 120.0 - 78.0 75.0 80.0 120.0 - 75A 75.0 80.0 120.0 _ _ _ _ 80.0 120.0 - - Bon 120.0 19-1/6" 26-1/2" 37* 42" 53-i/B' 74-1/4° (8) 60.0 60.0 75.0 78.0 80.0 120.0 80.0 60.0 754 75.0 80.0 120.0 - 75.0 1 754 Bolo 120.0 - - 75.0 78.0 80.0 120.0 80.0 120.0 - 80.0 120.0 19-1/8" 26-1/2' 37" 42" 53-1/6" 78" (8) 60.0 60.0 75.0 79n son 120.0 60.0 60.0 78.0 78.0 80.0 120.0 - - 78.0 75.0 80.0 120.0 - - - 80.0 120.0 80n 120.0 - - 80.0 1 120.0 UNEQUAL LITES (ORIEL TYPE) • •• • • • • ••• • •• ••• •• • • • •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE i • i • • • • • • • i • • • BASED ON ASTM E1300-04 (3 SEC. GUSTS= • • • • • • • AND FLORIDA BUILDING COMMISSION • • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 • • • 000 • • • • ••• • • • • .•• • . • . • • . • • • • •• •• . • • •• •• ..• • . . ... • . 'CML nA. FE 9 7002 CAN. 3538 � OCT 0 �Oti gpp[ov6de6� lyNgNtbthe l o� 03 B9 OrOwing no. W 11-38 i% -TO UNEQUAL LITES (ORIEL TYPE) • •• • • • • ••• • •• ••• •• • • • •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE i • i • • • • • • • i • • • BASED ON ASTM E1300-04 (3 SEC. GUSTS= • • • • • • • AND FLORIDA BUILDING COMMISSION • • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 • • • 000 • • • • ••• • • • • .•• • . • . • • . • • • • •• •• . • • •• •• ..• • . . ... • . 'CML nA. FE 9 7002 CAN. 3538 � OCT 0 �Oti gpp[ov6de6� lyNgNtbthe l o� 03 B9 OrOwing no. W 11-38 TYPICAL ANCHORS METAL V �v "' •. STRUCTURE QpQ jl MIAMI -RADE COUNTY APPROVED 11N W �"c p I I j SEE SEPARATE MOAANCHORS i t O -- '- - --- —11 Co�0 TYPICAL ANCHORS TYPICAL ANCHORS T7=,.,�,CAL HORS 8 Q Q SEE ELEV. SEE UO. EL. FOR SPACING FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WOW, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEv. FOR sPACING 1/4" DIA. ULTRACON BY 'ELCO' (F.-177 KSI, Fy-155 KSI) �� $ INTO 213Y WOOD BUCKS OR WOOD STRUCTURES g( 1-3/8" MIN. PENETRATION INTO WOOD CD THRU 1BY BUCKS INTO CONC, OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY LCL 0 DIRECTLY INTO CONC. OR MASONRY z 0 + 1-1/4" MIN. EMBED INTO CONC. OR MASONRY D3 g c c�� 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) � LL rt:5 INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") g !> ^ INTO METAL STRUCTURES `0'a STEEL : 12 GA. (,105" THK.) MIN. (Fy = 36 KSI MIN.) �i � I g ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) 99"ek�j (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE D(S' Af NCE 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 f'm a 2000 PSI MIN. V WEEPHOLES: W1 = 3/16" X 3/4" WEEP SLOT AT 1-3/8" FROM EACH END m 0 d g � O • • • • • •• I • • + • • • + SEALANT: 0 < • • • • • • — ALL FRAME AND VENT CORNERS, INSTALLATION SCREWS AT SILL • • • • • • • AND ALL METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. • • • • Engr, 'JAVCr&Akk1A0 FIA. PE p 70,592 S v _ C.A.K. 3838' a YOdl� y1R$Whh Ow • �`i " p `9'" • "•' '" TYPICAL ANCHORS do { tl • • *,' •' •^ • SEE ELEV. oil _$ • • • °' igy• • • I FOR SPACING NO .0 • • • WO* gU* • • 1 drawing no. • • • • • • ••• ••• • W11-38 OCT46 2011 sheet —4of 7 • •• •• • • • •• •• ••• • • • ••• • • MAX. TYPICAL. ANCHORS n LO O.L. OPG. i-� D.L. OPO. (FD(ED) • Ww!p WIOTH • s • • or PART ® QUANTITY DESCRIPTION MATERIAL MANX/SUPPLISR/RENARKS 1 V101 1 FRAME HEAD 8063—T6 — 2 V102 _ 1 FRAME SILL 6063—T8 - — 3 V103 2 . ..... 4 . ... FIXED MM. RAIL 6083—T8 8 V105 1/ VENT VENT TOP RAIL 6063—T8 — 6 V108 1/ VENT VENT BOTTOM RAIL 6083—T6 — ITEM PART ® QUANTITY DESCRIPTION MATERIAL MANX/SUPPLISR/RENARKS 1 V101 1 FRAME HEAD 8063—T6 — 2 V102 _ 1 FRAME SILL 6063—T8 - — 3 V103 2 FRAME JAMB 8083—TB 4 V104 i/ VENT FIXED MM. RAIL 6083—T8 8 V105 1/ VENT VENT TOP RAIL 6063—T8 — 6 V108 1/ VENT VENT BOTTOM RAIL 6083—T6 — 7 V107 2/ VENT VENT SIDE RAIL 6063—T8 — 8 V168 AS REQD. _ GLAZING BEAD 8083—TB 9 V109 4 SASH GUIDE NYLON ICA — AS READ. 1X4 STD. MULLION 6083—TB — 103 12 — SL203 AS READ. 2/ VENT 1X4 CUSTOM MULLION SWEEP LATCH 6083—T8 — — SULLIVAN & ASSOC. 13 88 X 1-1/4'1 AS READ. FRAME/VENT ASSEMBLY SCREWS — PH SMS 14#8 X 1/2° 2 BOTTOM RAIL LOWER SCREW PH SMS 18 88 X 1/2' 2 LATCH INSTAUA71ON SCREW — OH SMS 18 X _7° 4 SASH GUIDE INSTALLATION SCREW — OH SMS 17 18 914SW AS REOD. GLAZING BEAD BULB NEOPRENE UL7RAFAB, QUAL OUROMETER, T—SLOTm60, BULB -73- 19 9146W AS READ. BULB SEAL NEOPRENE ULTRAFAS, DUAL DURDWE"DR, T—SLOT=80, BULB -73 20 — AS READ. FRAME SILL W MIPPINO NEOPRENE — 21 W2221220 AS REQO. FIN SEAL W'STRtPPING WOOL ULTRAFAS 22 — 2_ SUPER8O05T BAIANCLS BALANCE SYSTEMS INC. 23 #10 X 1' 1/ BALANCE BALANCE MOUNRNG SCREWS — FH SMS 24 — 1/ BALANCE BALANCE CONNECTING CLIP — — 2S 28 ()6 X 1/2' 2/ BALANCE CONNECTING CLIP SCREWS AS REQD. 8/IV BOX SCREEN — OH SMS OPTIONAL 27 2/ WOW. AS REQIX _ I SASH STOP (3' LONG) RIGID PVC 1/4' MAX. FOR SPACING vlk. � v 0 w WOOD BUCKS a TORS Appmvod ea aamplytng wk& Atte A tl�BuD g LVDAe o/r o3 1 By z 19 I O Q Ito 0t a 05 eni 0Q� asa 9 � Tnvwtng no. wT 1-3s I- - .147 -11- 062 .781 I10821 1.51z 1'311 ,887 �31 O GLAZING BEAD 2.436- 2.877— FRAME .4382.877FRAME HEAD OO FIXED MEETING RAIL Q VENT TOP RAIL 0 VENT BOTTOM RAIL —1.478- 988 .062 .601 VENT SIDE RAIL 2 0 FRAME JAMB -^� O FRAME SILL two 1.000 .313 .125 TYP. • i • • • • 4.000 • a.ow* • • • a • • • • • • • • • • • • • • • • • • • .313 • • • • • • • • • • • • • • • • • • • 1 X 4: �• s•• 1 •X•4 i• ••• ®Smy MUI r IDN CUSTOM MULLION 6083 -TB 6063 -TS ••• • • • ••• • • T 13 FRAME BOTTOM CORNER Cir. .= .MAP FLA. PE A.78882 CAKbS38 Amoredaswmpiyingwftdo plodda Hatt Co flab O / qc� 2DIt ey drowning no. W11-38 --- - -- MULUON LOAD CAPACTI'Y - PBF • i V=OV DIMS. 2 ANCHORS AT EACH SIDE OF MM 3 ANCHORS AT HACH ME OF MULL 1%4 1X4 1%4 1 x 4 SPD. MOLL CUSTOM MOLL STD, MULL CUSTOM MULL WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) INT.(--) EXT.(+) INT.(-) DR.(+) INT.(-) 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" 29-1/2" 37' 42• 48' 53-1/8• Be" 120.0 120.0 120.0 120.0 _ _ 120.0 120.0 120.0 •. A. 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" 31 42" 48• 83-1/8' 50, 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 0.0 1200. 120.0 0.0 120.0 120.0 0.0 120.0 118.7 0.0 M120.01 120.0 19^1/8" 28-1/2" 37" 42" 48" 83-1/8" , 120.0 _ 0.0 120.0 12010 0.0120.0 120.0 0.0 120.0 117.8 0.0 120.0 1109 110.8 120.0 120.0 107.1 107.1 120.0 120.0 19-1/8• 28-1/2' 37' 42• 48" 53-1/8° 72, 120.0 120.0 12D.0120.0 _ 120.0 120.0 120.0 120.0 _1_04.8 _ _ _ 1049 120.0 120.0 98.8 98.8 120.0 120.0 90.0 90.0 120.0 120.0 85.9 85.9 117.9 120.0 19-1/8" 28-1/2• 37' 42° 48" 53-1/8' 74-1/4" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 100.5 100.5 120.0 _ 92.7 92.7 120.0 __120.0 12U.O 88.0 88.0 118.8 120.0 81.9 81.9 109.4 120.0 19--1/8" 28-1/2" 37" 42' 45° 53-1/8° 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 942 94.2 120.0 120.0 88.6 88.8 1112 120.0-- Bo.o eo.a 101.1 75.9 75.9 94.9 17.9.0 113 UN -CLIPPED MULLIONS ,g• ••• • • • • i • •• • • • • ••• • •• ••• •• • • • •• 1�HART ! THIS IWOR SID# BY SIEW CONNECTIONS • CAPACITY Of NDOW N. • • • • • • • 2. FOR ENGLE ALIS WINIOW CAPACIst' mv- 7• & 3.• • 3. LOWER VALUIS F�3M S �S 1 OR•2 LI APPLY 70 • • • ENTIRE SYSTEM. • • • 000 • • • • .•. • • • i •i• • • • . • ••• • • .. . . • . • . • •• •• . .. A. • •• •. A. . . .• . .• . TYPICAL ELEVATION SIDE BY SIDE VINDOVH SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS WIDTH (W) = W1 + W2 2 . 6o . - o,� ao�o w 14w1 Z 03 Z14 wZui- .9 (HE Crowing no. W11-38