The URL can be used to link to this page

WS-19-2402Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permitw.: WS -10-19-2402 - — �� Permit Type: Windows/Shutters u: �L I Work1assrjrctir>n:1lirewjdo€tr Replacement Issue Date: Location Address Parcel Number 770 NE 91ST ST 7, Miami Shores, FL 33138 1132060380070 Contacts Expiration: 04/15/2020 ELISE CHAMBERS Owner DILBERT ENTERPRISES, INC Contractor ARNIEK DILBERT Home: 2252057042 ELISEWCHAMBERS@GMAIL.COM 1750 S GLADES DR, NORTH MIAMI BEACH, 33161 Business: 7862566434 ARNICKDILBERT@GMAIL.COM Other: 3059450727 Inspection Requests: Description: INSTALL ONE DOOR AND ONE FRONT DOOR AND Valuation: $ 1,500.00 305-762-4949 - - ONE SLIDING DOOR AND 3 WINDOWS TO REPLACE PERMIT #14-482 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.20 DBPR Fee $2.25 DCA Fee $2.00 Education Surcharge $0.40 Notary Fee $5.00 Scanning Fee $9.00 Technology Fee $3.75 Windows/Shutters Fee $100.00 Total: $173.60 Payments Date Paid Amt Paid Total Fees $173.60 Check # 1890 10/18/2019 $173.60 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. rized Signature: Own& / Applicant / Contractor / Agent Date October 18, 2019 Page 2 of 2 Miami Shores a ENTERED Villa g Building Department OCT 10 019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 ' INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2V7 b4 BUILDING Master Permit No. sy i0 A9 - G�0'-- PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP a CONTRACTOR DRAWINGS JOB ADDRESS: ® City: Miami Shores County: Miami Dade Zip: O Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): G" /x S'a %2- L �/,/Lry�d�Ys Phone#:��o� Address: /o ��//v�� ' S�✓�� Cid.rrnYi��JG-'s State: /5-/ /.. Zip: Tenant/Lessee Name: / Phone#: i Email:��Se Gy C�i�s�-r��''S © G�l�i/ • Ccl� CONTRACTOR: Company Name: !�?Z �FZ24,-'42 %I7 C Phone#: AZ kgZ Address: City: Qual % State: Zip: �J- ,'�XC ifier Name: /> M e Phone#: t0� , State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $ %�a Square/Lmeah:Fgotag o Type of Work: ❑ Addition ❑Alteration ❑ ew` °�•',., zRepai4 Description of Vyork: 4ei Zip: molition Specify color of co pir thru tile:"'''`"ts':+.��t• Submittal Fee $ Q i Permit Fee $ -Zl l— CCF $ tl.� CO/CC $ Scanning Fee $ -1• bt Radon Fee $ 0.0o DBPR $tt�� '� Notary $ 5• oc) Technology Fee $ 3. -15 Training/Education Fee $ a • 40 Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ I +S. • W V m Bonding Company's Name (if applicable) _ I 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. a "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. 110110, Signatur OWNER or AGENT The foregoing instrument was acknowledged before me this 1 dayot �� 20 in by tk '%S 4 M r s who is personally known to me or who has produced j ` 1& r t �C S' as identif' atio a d did take an oak Y PR/F �//// N TA Y PUBL �J H2S,4p Sign: #GG 267268 Print: a11G r i�l 9' ,�'y_ Mree� Sea I : ,/�/ii. Bim, STA"�o i • Signature41-/1----- O CONTRACTOR The ojjreegoing instrument ,was acknowledged before me this V day of O'D 20l by "'•csiy��-c 0(—LA3CJJ T, who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ' Seal: .m %i APPROVED BY Plans Examiner 0 \\%M111111 0� ;.,* Zoning Structural Review Clerk (Revised02/24/2014) 171 Cz G N GENERAL NOTES: ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. DESIGN WIND LOADS: THE STRUCTURAL FRAMING WAS DESIGNED USING F.B.C. 2017 AND THE FOLLOWING SUPERIMPOSED LOADS. DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH F.B.0 2017 AND ASCE 7-10. WIND VELOCITY : 175MPH EXPOSURE CATEGORY: C IMPORTANCE FACTOR : 1 GCPI: ±0.18 CATEGORY II SAFETY / EGRESS DOOR NOTES NO DOOR IN THE PATH OF TRAVEL OF MEANS OF ESCAPE SHALL BE LESS THAN 32" WIDE, EXCEPT THAT BATHROOM DOORS MAY BE 24" WIDE, UNLESS A LARGER DOOR OPENING IS REQUIRED TO SATISFY THE REQUIREMENTS OF SECTION 515 OF THE FLORIDA BUILDING CODE. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN A EMERGENCY. DOORS MAY BE SWINGING OR SLIDING, AND ARE EXEMPT FROM THE REQUIREMENTS OF SECTION 21-2.4.3 AND 21-2.4.4 OF THE 1994 ED. OF NFPA. 101 NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS WHEN THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE OR PROHIBIT EGRESS OR WHICH CAN NOT BE EASILY ENGAGED SHALL BE PROHIBITED AREA OF CLEAR OPENING 5.7 SQ. FT. (MIN.) z 0 LLa z io m 5.7 SQ. FT. (MIN.) 20" (MIN.) (INSIDE LOOKING OUT) EGRESS WINDOW NOTES: AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 IN. (50.8 CM) IN WIDTH, 24 IN. (61 CM) IN HEIGHT, AND 5.7 SQ. FT. (0.53) IN AREA. THE BOTTOM OF THE OPENING SHALL BE NO MORE THAN 44 IN. (112 CM) ABOVE THE FLOOR.. AS PER N.F.P.A. 101 SECT. 22-2.2.3 (C) SAFEGUARDS: OPERABLE WINDOWS SHALL BE PROTECTED A FOLLOWS: WHERE THERE IS DROP OF MORE THAN 4'-0" ON THE FAR SIDE OF SUCH WINDOWS AND THE SILL IS LESS THAN 36" ABOVE THE NEAR SIDE WALKING SURFACE, SAFEGUARDS SHALL BE PROVIDED TO PREVENT THE FALL OF PERSONS WHEN SUCH WINDOWS ARE OPEN AS PER SECT. 3508.3 (E) (1) (APPLICABLE IN 2 nd. FLOOR WINDOWS ONLY) TOP OF FIN. FLOOR REFER TO ARCH. PLANS EGRESS WINDOW DETAIL SCALE: N.T.S. NOTE: WIND LOAD PRESSURE BY ASD DESIGN JOB AREA W 1.44'X H 3.00' ZONE 4 +46.77PS-50.67PSF AREA 4.3 SQF N.O.A. 17-1102.23 W 1.44'X H 3.00' ZONE 4 +46.77 PSF-50.67PSF AREA 4.3 SQF N.O.A. 17-1102.23 W1.44'XH2.08' ZONE 4 +46.77PS-50.67PSF AREA 3.0 SQF N.O.A. 17-1102.23 2 EXISTING SHUTTER TO REMAIN W 4.00'X H 6.67' W 3.04'X H 4.17' PLAN VIEW SCALE: N.T.S THE RESPECTIVE N.O.A. ANCHORAGE SPACING FOR TAPCONS MUST BE USED DOOR 2 IS NON IMPACT, FBC APPROVED SHUTTER ARE REQUIRED GLASS IN DOOR 2 SHALL BE TEMPERED SECURITY CLASS II REVISIONS NO DATE N Uo Z_ �n ft E8 LLi rn 8 W a rn `�'' cci of c a ccs o"E� �4tWg�'! ¢ Z a_ III g a E m�'oZ_-r- Z z u x,a-J m O E ¢ zea" H 0 v� m J N V ZZW � �o °x U n. U Z Lu w Lu a O D D EIL 00 W cM W cM J U) LL ZF- W > > C/) Of Q m O U) D- Z O o Q 2 � 1G/ DATE 9-30-19 C 1 / 0 SCS ALE N.T.S. o DESIGNED Y NOTES: S.G. W DRAWN • DESIGN LIMITED TO NE WINDOWS. s.G. • ANY CORRECTIONS, INK MARKS, WHITE-OUT DRAWINU S-1 . OR STICK -ONS WILL VOID THESE DRAWINGS AND CALCULATIONS SHEET 1 OFSHEET 1 OF 27 NOTE - WIND OTE:WIND LOAD PRESSURE BY ASD DESIGN W 4.00'X H 6.67' W 3.04'X H 4.17' ZONE 4 ZONE 4 +43.84PS 47.73PSF +46.06PS 49.96PSF AREA 26.7 SQF AREA 12.7 SQF NOA.12-0619.07 NOA.17-1102.23 1711 NORTH ELEVATION SCALE: N.T.S W 1.44'X H 2.08' W 1.44'X H 3.00' W 1.44'X H 3.00' ZONE 4 +46.77% -50.67 PSF AREA 3.0 SQF NOA.17-1102.23 ZONE 4 +46.77 PS-50.67PSF AREA 4.3 SQF NOA.17-1102.23 n cap « l�� 1i. ZONE 4 +46.77 PS -50.67 PSF AREA 4.3 SQF NOA.17-1102.23 ICD ITS Fl D ��-' FE] [JE] m m SOUTH ELEVATION SCALE: N.T.S T. L0.8. EI + w' -D• T.°e: E + o' -o' h MAIN RESIDENCE FIN U. 4 i REVISIONS NO DATE N � U Z� � --s GREs $0G W a CD f7 ' E� a Cj) <-Em 0 �- 61 W � LL 00 Q Zco—Ove co Wz_�cE D z w V CW7 22 N `-r° CID E z HoQ� o -J JDU ZZW � O = U a U m co T W LU M M . � J LL (D w U) ir < O N o W z� oLL, z °C Q U) m W� LLI Lu d LLJ J O W T"O x N o W z� E¢. ° DATE MAI RESIDENCE FIN FIR. Q9_3a�9 `�' SCALE DESIGNED Y S.G. w lDRAWN � y DRAWING 9 S.G. ✓ lel _ S-21 SHEET 2 OF 2 MMTON CUBAS, P.E., INC. 1302 N.E. 125 Street — North Miami — Florida 33161 Phone (305) 891-4174 Fax (305) 891-4175 E-mail: miltoncubas(a-)msn.com www.miltoncubaspe.com COVER SHEET DATE: October 9, 2019 PAGE '/34 PROJECT: WIND LOAD CALCULATIONS TO DOOR & WINDOW. ADDRESS: 770 NE 91 St., MIAMI SHORES, FL. 33138. CLIENT: DESIGN BY: M. F. This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru 34. Computations were performed to the best of our knowledge according to sound and generally accepted engineering principals and Code require ents, using nationally recognized computer software and in-house developed software. Prior to commissioni g into service, the in-house developed software was thoroughly checked by performing paral el.manual compu ations. The sign and seal provided herein are meant to cover all computation sheets pages 1 d4oagh 34. j ii J Milwn u S Certification Aut orization # 7267 F.L Reg. P.E # 51902 S.I. # 6999901 MILTON CUBAS, P.E., INC. 1302 N.E. 125 Street — North Miami — Florida 33161 Phone(305)891-4174 Fax(305)891-4175 E-mail: miltoncubasna,msn.com www.miltoncubaspe.com INDEX DESCRIPTION Wind Load Analysis Sliding Door NOA: 12-0619.07 Sliding Window NOA: 17-1102.23 Swing Door FL# 15210-R6 PAGE PAGE 1 5 11 22 "/34 1/34 MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2019 www.mecaenterprises.com Date 10/9/2019 Project No. Company Name Milton Cubas, PE, Inc. Designed By MF Address 1302 NE 125 St Description ADDITION RESIDENCE City North Miami Customer Name State FL Proj Location 770 NE 91 STREET MIAMI SHORES, File Location: \\miltcn\Documents\770 NE 91 ST APARTMENT\WINDOWS\CALC\770 NE 91 STREET MIAMI SHORES, FL.33138.wnd Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 0 : 12 Slope of Roof(Theta) _ .00 Deg Ht: Mean Roof Ht = 20.00 ft Type of Roof = Monoslope RHt: Ridge Ht = 20.00 ft Eht: Eave Height = 20.00 ft OH: Roof Overhang at Eave= .00 ft Roof Area = 3861.00 ft^ 2 Bldg Length Along Ridge = 33.00 ft Bldg Width Across Ridge= 117.00 ft 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 = 12.00 ft lzm: Cc*(33/Zm)^0.167 = 0.18 Lzm: 1*(Zm/33)^Epsilon = 572.79 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0,89 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.87 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 Topographic Adjustment 0.33*z = 6.60 Kzt (0.33*z): Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 = 175.00 mph Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not include effect of internal pressure MWFRS-Wall Pressures for Wind Normal to 117 ft wall L/B - 0.28 ph: Net Pressure at top of wall (windward + leeward) = 49.68 psf p0: Net Pressure at bottom of wall (windward + leeward) = 49.13 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 26.83 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 18.88 psf 2/34 pwh: Windward wall pressure acting uniformly outward = ph-pl = pw0: Windward wall pressure acting uniformly outward = p0-pl = MWFRS-Wall Pressures for Wind Normal to 33 ft wall L/B = ph: Net Pressure at top of wall (windward + leeward) _ p0: Net Pressure at bottom of wall (windward + leeward) _ ps: Side wall pressure acting uniformly outward = .64 * ph = pl: Leeward wall pressure acting uniformly outward = .27 * ph= pwh: Windward wall pressure acting uniformly outward = ph-pl = pw0: Windward wall pressure acting uniformly outward = p0-pl See Fig 27.6-2 for Parapetw ind Wall Pressures See Table 27.6-1 Elevation Roof Pressures See Table 27.6-2 Mean roof ht. Wind �y Para 30.80 psf 30.25 psf 3.55 43.13 psf 42.57 psf 27.60 psf 11.64 psf 31.48 psf 30.93 psf Net Wind Pressures on Roof (Table 27.6-2): Exposure Adjustment Factor = 1.201 Zone Load Casel Load Case2 Psf Psf ---------- i--- ------ ----.00 .00 2 .00 .00 3 -46.03 .00 4 -41.04 .00 5 -33.65 .00 Note: A value of 10' indicates that the zone/load case is not applicable. Flat Roof I�� 3/34 4/34 MECAWind Version 2.1.0.6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2019 www.mecaenterprises.com Date 10/9/2019 Project No. Company Name Milton Cubas, PE, Inc. Designed By MF Address 1302 NE 125 St Description ADDITION RESIDENCE City North Miami Customer Name State FL Proj Location 770 NE 91 STREET MIAMI SHORES, File Location: \\milton\Documents\770 NE 91 ST APARTMENT\WINDOWS\CALC\770 NE 91 STREET MIAMI SHORES, FL.33138.wnd El Gable Roof 0 - / Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.08 Qhcc:.00256*V^2*Khcc*Kht*Kd = 43.31 psf Width of Pressure Coefficient Zone "a" = 3.3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------- DOOR 1 3.00' X 6 3.00 6.67 20.0 4 0.85 -0.94 44.70 -48.59 DOOR 1 3.00' X 6 3.00 6.67 20.0 5 0.85 -1.16 44.70 -58.21 DOOR 2 4.00' X 6 4.00 6.67 26.7 4 0.83 -0.92 43.84 -47.73 DOOR 2 4.00' X 6 4.00 6.67 26.7 5 0.83 -1.12 43.84 -56.49 WIND 3.04' X 4.1 3.04 4.17 12.7 4 0.88 -0.97 46.06 -49.96 WIND 3.04' X 4.1 3.04 4.17 12.7 5 0.88 -1.23 46.06 -60.94 WIND 1.44' X 2.0 1.44 2.08 3.0 4 0.90 -0.99 46.77 -50.67 WIND 1.44' X 2.0 1.44 2.08 3.0 5 0.90 -1.26 46.77 -62.36 WIND 1.44' X 3.0 1.44 3.00 4.3 4 0.90 -0.99 46.77 -50.67 WIND 1.44' X 3.0 1.44 3.00 4.3 5 0.90 -1.26 46.77 -62.36 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.08 Qhcc:.00256*V^2*Khcc*Kht*Kd = 43.31 psf 5/34 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION' DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/cconomy Pino's Windows Corporation 6860 NW 75h Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County 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. RER 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 4000 Aluminum Sliding Glass Door w/ wo Reinforcements APPROVAL DOCUMENT: Drawing No. W01-28, titled "Series -4000 Aluminum Sliding Glass Door, sheets I through 4 of 4, prepared by Al-Farooq Corporation, dated 05124/01 and last revised on OCT. 31, 2012, signed and scaled 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 RATIN I None. Approved shutters complying w/ FBC are required Limitations: 1. See Design Pressure charts I (Std. sill) & IA (Hi -rise sill) with three (3) or less (Medium & Non - Reinforced) panels configurations. 2, See Design Pressure charts 2 (Std sill) & 2A (Hi -rise sill) with four (4) or less (All Heavy -Reinforced) panels configurations. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA, Failure to comply with, any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 07-0621.03 and consists of this page I and evidence pages E-1, as well as approval document mentioned above. The submitted documentation. was reviewed by Ishaq I. Chanda, P.E. WMIAMI-DADECOUN—IF NOA No. 12-0619.07 Expiration Date: December 07, 2017 Approval Date: November 08, 2012 Page 1 Pino's'Windows Corporation 6/34 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I Manufacturer's die drawings and sections (Submitted under file # 07-0621.03) Drawing Na. W01-28, titled "Series -4000 Aluminum Sliding Glass Door, sheets I through 4 of 4, prepared by Al-Farooq Corporation, dated 05/24/01 and last revised on OCT. 31, 2012, signed and sealed by Javad Ahmad. B. TESTS (Submitted under file # 07-0621.03) 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) Forced Entry Test, per FBC 24113,2, 1. TAS 202-94 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 4988, dated August 18, 2006, signed and sealed by late Edmundo Largaespada, P. E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per. FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 1395, dated July 17, 1996, Test Reports No. FTL-1405, dated April 12, 1996 and FTL-1445, dated October 9, 1996, and retested on January 6, 1.998, all signed and sealed by late Gilbert Diamond, P.E. C. CALCULATIONS 1 Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 04/09/12 and last revised on OCT 24, 2012. signed and sealed by Javad. Ahmad, P.E. 2. Glazing complies w/ ASTME- 1300-02 & -04 D. QUALITY ASSURANCE I . Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS L - None. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 04/09/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA 4 07-0621.03, expiring on 12/07/12. I§haq L Chanda, P.E. Product Control Examiner NOA No. 12-0619.07 Expiration Date: December 07, 2017 Approval Date: November 08, 2012 E-2 rHART I ITESICH 1.00 CAPACITY - PSF lb-TkNURD SRL) PANEL MOTH NOWMAL DOW DGHT 1 3/16* TEMP � GLOSS Nj "1,i.'I1,�jiMlDjlIlIlIF. _T_ E;; Z/6 3/0 WIDTH "OuKk t67 74.6 40 15.0 6/8 1 461 65.2 46,7 710 LEE -10 EXT(.) 5/0 46.7 48.5 463 72.2 vo 4/0 8/0467 IlLo 51.8 46.7 756 4! 'l 423 465 61.1"' Ml CHART tA DESIGN LOAD CAPACITY - PIiF (Rt -RISE SIU) FANO, DOW KE04 r, 3f to" TEMP. GLASS ll!lF* MED. REINE, WIDTH "OuKk DOORNtl HUCHT E l TIF I EXT(.) "I H 2/0 410 4/0 8J0 7/6 75,0 loo lco To o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 3/0 6/5 -652-85-2_ _ 70,0 no 4f0 NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 841 54,1, 11 75,0 5/0 µ46S 783 700 72-2 REQUIREMENTS OF.THE FLORIDA BLUE. CODE SECTION 2003,84. //ba 31 3/0 10 W's SIA 70.0 75.0 A2.1 62,7 12-T 4/0 vo 367 36.7 54.7 54.7 CHART 2 DMCN LOAN apiray - PSF (m, stal PANEL WTH KAJOUL FT AN. DOW KE04 r, 3/14- nmp, CLUS IfFAVY I BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 2f4 EJB 46.T 4617 75.0 lbo Afil - 463 -il-0— 764 2/0 410 4/0 8J0 41.7 75,0 46.T 46.7 750 617 MA&AT 2A DESIGN CHAD CAPACITY -PSD int -RU SR}) PANEL WOTH NO"AL, nAw ODOR Rmd Fl, /ft, I/Hl' TEMP. (;Uss HEAVY I F- I BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 2/6 310 4/0 ./6 EJB 704 700 700 754 750 75A 700 75-0 IJ8 3/0 1/0 8/0 70A 70A 75A 75.0 .......... 6217 GLASS GAYLIFE OPENINGS: D.L.O. HEIGHT PANEL HEIGHT - 4.000` D.L.Q. WIDTH PANEL WIDTH - 4,500* PANEL HEIGHT FRAME HEIGHT - 875" Ma 56 3/4' uAx. O.L. OPG 61 1/4' MAX. NOTE; GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. OUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 DOOR MOTH I SEE CKIAT I OR 7A tlRt' CHART I OR IA GLAZING DETAII. SEE CHART ABOVE FOR DESIGN LOAD CAPACITY OF DESIRED PANEL SIZE, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY NTH THE . .... .. .. .. 14' M", ru""T RAVNNO a , IdsIE TYPJCALX X fjNONI-=RONF.YMED, RZWF.) 1. 11-0114-7 TESTED UN,iT 4 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY XO (SHOWN) xx XXID (S,40whi) xxx HURRICANE ZONE (HVHZ). - OX (OPPOSITE) oxx (OPPOSITE) I BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 0x0 TO TRANSFER LOADS TO THE STRUCTURE. APPROVED CONFIGURATIQN Eq,. JAVAD AHMA ANCHORS SHALL,. BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS .......... CIVIL EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, DOORS NOT RATED FOR IMPACT. FLA, PE If 7059 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES I.E] NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION OMCES COMPLYING WITH HVIHZ REOUIREMENTS, MAIERiALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT .... ... ....... . . . . . .......... . . . ........... COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF.THE FLORIDA BLUE. CODE SECTION 2003,84. //ba 31 02 IL 0 g CFO O 0 4 N E it OIL 0 0 Z b z OXXO (TESTED DOORS) HEAVY REINF, ALL CON drowing no, W01 -28 TYPICAL ANCHORS 14-Q-11EMEaultm TYPICAL ANCHORS IN PAIRS SEE ELEV, FOR SPACING TYPICAL ANCHORS IN PAIRS METAL SEE ELEV. POR SPACING /I/\- x SIRUCTuRE COOCRETE EDGE EDGE i 4- 41 _T --- -; 6S MIN 7 DIST fPICAL ANCHORS IN PARS SEE ELr MLAMI-DADS-COUNTY APPR'O MULLION I SEE St_PARAPE KOA v DIST, f f �TYAC& ANCHORS IN PAIRS 14 SEE ELEX FOR SPACING co TYTL(;.A..! RNO.I.Ms, SEE ELEV, FOR SPACING I% I,! � I 1/4" DIA. TAP — -CON BY 'ITW' (Fu -120 NSI, Fy-92 ni) u< 2I - EDGETit{INTO 28y WOOD SUCKS OR WOOD STRUCTURES ........... Digi, MIp1. I 1-3/8' MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONIC. OR MASONRY 1-1/4" MIN, EMBED INTO CONC, OR MASONRY Z, DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONIC, OR MASONRY #14 SIAS OR SELF DRILLING SCREWS (GRADE ?CRS) Of INTO METAL STRUCTURES 0 . . . ...... . ..... . STEEL : 12 CA. MIN, (Fy - 36 KSI MIK) WOOD BUCKS AND METAL STRUCTURES NOT BY PINO WINDOWS ALUMINUM: 1/6" THK, MIN. (6063-75 MIN,) zs R 0 n !2 MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) a = in zn I TRANSFER THEM TO THE BUILDING STRUCTURE, § F_ I 812 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) i� _j I INTO MIAMI-DADE COUNTY APPR(YVED MULLIONS (MIN. THK. 1/8-) O 0�j Z (00 ICAL EDGE DISTANCE to X ra"LicrPAVLEW (NO SHIM SPACE) uI CONCRETEAND MASONRY - 2-1/2' MIN. OWE INTO WOOD STRUCTURE - I" MIN. _jNTO METAL STRUCTURE - 3/4" MIN, -r—. ... .... CONCRETE AT HEAD, SILL OR JAMEIS Vc . MOO PSI MIN, .. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 20DO PSI MIN, d _5BALAMU; R 8 APPLICABLE TO 20 ALL FRAME AND PANEL JOINT. INSTALLATION SCREWS AND AA ED,/HEAVY REINF. HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH 'SCHNEE MOREHEAD 5504' SEALANT. urn 6 r6 SURFACE MOUNT ZINC CAST HOOK LOCK BY 'DELTA IND.' OR NATIONWIDE AT 39-3/4* FROM BOTTOM ON EACH ACTIVE PANEL LOCK STILE WITH KEEPER FASTENED AND SECURED TO JAMS AT LOCK POSITIONS, cl FLA. PE 0 70592 CRETE C;, CAN. 3538 WEEP, �HDTCHI 4 1 NI AT AT ENDS I js E 1 3/4 -IN PAIRS . . ......... x SEE, ELtv, FOR SPACING drowing no. INST. MIN. W01-28 liF,AV TiE7NNORClNG OCT 12 I 1/4" Swu MAX 20Y WOOD BUIC OR, WOOD STRuCTuj LTYPICAL. ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4- MO. SrIlm is LTYP'CAL ANCHORS IN PAIRS SEE ELEV, FOR SPACING 0 x 1-1/4- Fli SMS PER ANGLE MOVING N Q_RE INT -CIRC LNG OPT.; 0 X 1-1/4' FH SMS #8 x I- 'i's PER ANCLE EXTERIOR (NON -RUNE) DOOR MOTH (3 PANELS OR 1,(% SEE C14ART I (D 01 - MEDIUM PSMEQUIRG 3 PANELS OR LESS (SEE CHARTS I & IA) . ..... . ........ lay WOOD DUCK SEE Note EL - 1/4* SIM ........... is x 1/2* SCREWS-, 0 24* D.G. L uj......... ......... 11 PANEL 0 . ............. ...... i PAltEL WIDTH, _T kt, -opc- 9 (L - - ---- 'TYPICAL ANCHORS 0 IN PAIRS-) 0 SEE ELEV. FOR SPACING/ i5 3: tantoL —3 In 0 2i z 1/4* MAX. snlM 0 Z po r",v1jcr"VwAp �vwrwmwowww METAL STRUCTURE E.Q,, JAVAD AHMAD CM4 FLA PE'. 7. jiS drowiRy ns?, 012 LWOl-281 4.000 - ofl2 nP. �_ .937 I-- F7F i.. --t.}+5-1 —1.688 1 I .7T9 FRAME HEAD �- -•-^^-1.950 -�ry 1,01437S .062q- 649 LOCK STILE i ...... ....T. .586 .�.,—_._...., .378 .37as 078T --.-2,500 INTERLOCK 2.000 .062 FEMALE ASTRAGAL 875 TOP/BOTTOM RAIL .125 Ii 082 TYP, 1.250 3.405 .500 1.250 FRAME JAMB 3@@ ._9.312 STIFFENER FRAME SILL (STO.) FIX. PANES.. CLIP I FRAME SILL ITEM I PART IF REOD. DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS I pW-S 400-) ...m....... i FRAME id'EAO 6O63vT6 t 2 ZA .........�........ 3 P16-5 OOC-2 .._.. .. PW S 000 3 1 1 _.. .. 1 .:.._ _. _..� ;STANDARD FRAME SILL HI -RISE FRAME SILL .._......_.._....._...._......,....._........... tRAME .kWB _ 6063 -TS .........,.._ 6063-T5 _......m _......_.. ......... _ . ._.., 4 PW 5000 + 2/ PANEL TOP BOTTOM RAIL 6063-T5 S ......_.,... 6 PV'l 5 000 5 ._..._.. 00 PW -5 0 6 i f PANEY. : __................_.........,,..,,._ I/ PANEL .& _ LOCK STILE ..__........ ._.....,_..............._.... _.............. IN..TERLOCK 6063 -TS 80fl3-15 ...._ 7 PW -5 GOOSH I/ PANEL FEMALE ASTRAGAL 6063-T5 - ......... 6 9 NV -5 -000 -lc _. 1 ..... .... 4/ FIX PANEL ASTRAGAL, STFFENER _ .: ... .._.�.. ...... FTX. PANCL CLIP 6063-15 ....... ALUM ......._. ._ AT 24" D.C. 10 TP 223 AS REOD. ..,� GLAZING CASKET VINYL LILLTPOdNT PLASTICS INC. -..._ I1 12 13 PP 37 5553 2023 AS REOD.. AS Rf00. AS REOO.. -.m.. FLAP WEATHERSTROPINO PILE WITH F`N WEATHERSTRIPPING PILE WITH FEN WEATHERSTRIPPIRO VINYL - - PROTOTYPE P4ASTiC5 ULTRAFAS ULTRAFAS 14 2021A5 REOD, PILE WITH n WEAT14ERSIMPPINCC � - ULTRAFAB _ 15 - I/ PANEL PANEL RETAINER CUP (9/16 X-7 J8 X 1/B X 4- LONC) ALUM AT FRAME SILL 16 1 _.. _ .._...__ _ ASTRAGAL REIAMIER CUP (3/4 X 3/4 X 1/41 X 1-3/4" LONG) ALUM .._....._ AT FRAME HERO 2 FIXED INTERLOCK CUP (2 X 2 X 1/6 X 4-1/4- LONG) ALUM AT FRAME HEAD AND SILL is _..�.. 19 AS REDD, .m,...... _- AS REDD, INTERLOCK REINF, BAR (1 1/2 X 1/4) ._......._mm .. INTERLOCK REWF, BAR (11 -f/2 -X I/2`) ..... ..... STEEL _ .._STEEL FOR MEDIUM DOORS _ FOR HEAVY DOORS ................ - 20 -- AS RCOO. BOTTOM RAIL REINF.. TUBE (3/4 X 3/4 X 1/6) ALUM - 21 22 30025/902 -tl/CORNER 1f MOV. PANEL FLUSH MOUNT HODK LOCK LOCK KEEPERS AT LOCK LOCATIONS - - AT 39-7/4" FROM BOTTOM AT 39-3/4FROM BOTTOM 23 19-7623-212 NEL ROLLER ASSEMBLY - REFL.ECTOUTE PRODUCTS 24 010 X 3J4 PANEL ASSEMBLY SCREWS ASTRAGAL. REINFORCING CHANNEL (1.590 X 2.530 X .115" THK,) STEEL FOR HEAVY DOOR HARDNESS r 75x5 SHDRE A "I�yM>rLYMYIp of [ �'_Y TENSILE STRENGTH (BREAK). 1900 PSt �8+1'i18 Klr^.Ok % ELONGATION AT BREAK - 38011 SPECIFIC GRAVITY . 1,39 r1N -i 4 X7 wr•..�.+r.r f ? GLAZING GASKET SCALE 1:1 c witQ 1.590....._ H C .230 _... I-- .500 T"'`'''" II ! 11 ,115- Errs JAVAD AHMADCIVIL j I ji F- �' 2.530 M FE j' .705@2 t 5DD t.5D0 CA. N. 38 $ $ dYG WiRa� RQ. (W01-28 INTERLOCK REINF, BARS ASTRAGAL REINF. CHANNEL shgflT 4nF 4 V W 11/34 M IAM I-DiADE MIAMI -D_ -DE COUNTY o' PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County 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 maturer, 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. RER 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. vESCRIPTION: Series ."Eco -Guard 200" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUIVIENT: Drawing No. W09-12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, 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 Countv Product Control Section MISSILE IMPACT RATIN : 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 automatica.lIy 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, thep 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# 154728.05 and consists of this page 1 and evidence pages E-1„ E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. .�;' 2. NOA No. 17-1102.23 pi/,s Ill le Expiration Date: May 27, 2019 Approval Date: January 11, 2018 Page I 12/34 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underVOA#09-0312.08) 2. Drawing No W09-12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry- Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA#14-0317.01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and. sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) S, fGn q Zf7 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-1 13/34 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-222813, dated 01/15/09, signed andsealed by Candido F. Font, P.E. (Submitted under N0.4#09-0312, 08) 7. Test reports on: 1) Large Missile Impact Test per FBC; TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under j OA#09-0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-03.12.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014), dated 07/08/15, complying with FBC 6th Edition (2017), dated 10/12/17 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2 Glazing complies with ASTM E1300-09 5>'11a!1 04-W Shang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-2 14/34 Eco Window Systems, LLC: NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 61h Edition (2017), and of no financial interest; dated October 12, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 15-0728.05, issued to Eco Window Systems, LLC for their Series "Eco -Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved - on 09/03/15 and expiring on 05/27/19. 5;417-1 2�4,v Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-3 3 1/2' MAY. CORNERS WINDOW WIDTH r FALSELUNTINS31 (SURFACE K-PUED) 1/4 MAY BE USED 6,`L:-'6Ae,-' -f'u Q.L. �4OP6, . .. .. ....... .............. 1 1. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE 'IMPACT.' SHUTTERS ARE NOT REWIRED. 3 1/2' M". 7t x CORNERS di it FUSE mumilus (SURFACE, APPUCD) MAY BE USED D1 36 I/s- HEAT smck'D. cLAss 1/8- HEAT STRENw GLASS 070' Interlayer '090, InuflowT TBy Amefica'lr.c' y HEAT STREN'D. CLASS -1/8. HEAT MEN'O. MASS I , .14E SILICONE OOW CORNING 899 DOW CORNING B99 I r GE SCS zoob f SCS 2000 m _4 m M. 1. .14 7.2 6 3,1 ) '10 F`7 AT 1,114 POINTS ON LITES, AT 1/4 POINTS ON LITES WIDER THAN 36' ONLY t:.."J KDER THAN 36* ONLY Q jA5S_TYp_" 10 5/8* MAX. 12 TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED, /8* MEAT STREWD. GLASS AIR SPACE /8' HEAT SMEN'01 GLASS Oso' 4nilodayli, T,.s4ol PYS FBy 'Kwntay Ametloa, Inc.' FI/8' HEAT STREN'O, GLASS k CARDINALi(L EDGE SPACE "/-ST, Slut, R (2) ANCHORS AT MTG. STILE ENDS TYP, (4) ANCHORS REGO. FOR SUES AM LOADS MARKED WITH *-* ON SHEET 2 ONLY ALIUM.1 IN -1 ALR_Q.W,9N71rA L. R ti *LWNR N D DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2, APPROVAL APPLIES 70 SINGLE UNITS OR SIDE BY SIDE CONIHINATIONS OF R.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WNOO`W TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADS COUNTY APPROVED MULLIONS IN BEWtfN. LOWER DESIGN PRESSURE FROM WINDOtYS OR MUUJON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TD COMPLY WITH THE REOUIREMENrS OF THE 2014 (61H EDITION)/2017 (6114 LDHION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HvHz)' 18Y OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS MUST BE DESIGNED AND INSTALLED ADEOUATELY 10 TRANSFER APPLIED PRODUCT LOADS TO THE &JILD,NG STRUCTURE ANCHORS SHN.I. BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER WANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO ME MAIERIAL SHALL BE Sty" WALL DRESSING OR STUCCO, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY• ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERK$ INCILWING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOLAREUtlITS OF THE 2014/2017 FLORIDA 0". CODE & ADOPTED STANCAR01. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROV'OE INFORMATION FOR A SITE SPECIFIC PROJECT, i.v. UPE WETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEWING THM PRODUCT M40 SE4UNO AROUND OPENING FOR N__ RESTS'E — 08 Ito ac '0 0a 0914 g2 a 2 8 0'1t& 4 50! 120 DOW 899I b 01p - I CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND 10 BE RVOEWED BY BUILDING, OFFICIAk. • .1D ANI ' Ar 7=11 g�i F' 4At 1/4 POINTS SETTING BLOCKS AT 1 ALL SIZES LAM. GLASS AND NSQL LAW, GLASStr OF NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS G 'PEW09-12 ...............--- DESIGN LOAD CAPACITY - PSF (XGA OX OR XX SIZES) W/o MNP WITH REW. GLA98 TY"r8 GLASS TYi'E GLm TYPE OUSS T1'fl'E GfJASS TYI'T WINDOW DIMS. A 'A' 'B xf. d INC( -)EXT, { 14T C EXT. (+) INT WIDTH HEIGHT 26-1/2' WIDTH I 4 800 900 7dd gQd 37' 28' 1_1_1_1 4 . _.. 70.0 600 800 900 700 800 53-1/a' 3 _ a 70.0 800 g0.0 90.0 700 80.0 74" 80tl 8 70.0 4o0 80.0 90.0 700 gad 28-1/2' 38-3/6' (4) 4 80.0 90A 700 802- 0.0 =37. 3T 1'- i 7210 80.0 80.0 80 R70 0 80.0 53-1/8' (4) 6 70.0 800 80.0 000720 600 74' o00 a 70.0 000 ad_o 90.0 7e_0 60,a� 26-1/2' Sao 4�60.0 000 900 70.0 ma 37" 50-5 g" �.. 4 .. 1111 . .. .. 70.0 80.0 Bo,a -. 80.0 704 80.0 53-1 9" (B) 6 _70.0_ 80.0 60.0 90.0 -90.0 700 6o,a ' 74" tae-I/*�) 111" 8 70.0 80A 80.0 70,0 7@.d 740 80.0. 78-t f2` 70.0 4 70.0 so.0 20.0 90.0 70.0 80,0 37" 83" 4 eut 77.5 80.0 90.0 70.0 60.0 53-1/8' (c) 6 70.0 70.0 -60.0 90.0 700 80.0 1 8 70.0 1 70.0 80.0 80.4 700 80.0 74" 80.0 24* (3) 12.,,... 80A 80.0 90.0 Tod Poo _..._i.w.k 600 80,0 108" 70.0 80.0 36' 8Q0 46' 2a ,t._..,,., 6 80.0 80,0 __90.0 90.0 7010 BOA ,,7O -U, (3) 6 80.0 60.0 90 0 70 0 80.0 6O" 9 72` 80.0 a eO.O 80.0 900 700 80,o 24" 12 4 80.0 80,0 90-0 70.0 82,0 36" tog" 4 60.0 80.0 90.0 700 BOA 48' 700 6 Y.. 700 B00 80,0 90.0 70.0 80.0 800 (4) 900 7o.0 V 84" 46 1 60 70,0 80.0 70.0 804 80.0 90.0 70o 80.0 72" f3 (5) B 70,a 60.0 amo 90.0 70.a [ 80.0 24' 80.0 4 70.0 86 tl 80 G 1_11_1. 90 0 70 0 80.0 36" 80.0 4 „11,11 7010 80.0 80 o 90.0 70 0 60,0 48" 48 G. 7o.a 80,0 Bo,o 90.0 70.0 60,0 6T (8) 6 70.0 god _B00 900 700 ! 60_0 ,..,60,0 -60' 98' 72' 12 B 70.0 00.0 000 80.0,. 90,0 700 700 24' 106' 4 70.0 60.0 60.0 90.0 70.0 ( 60.0 36' ..7..... 70.0 4 loo 86.0 gO.R 9O 0 Yd.0 € 80.0 48' 60` ,.........�... ........., ,.. 700 720 600 1111... 900 1111.. , 700 ...,..... aOX 60' (6)_6 .__. 6 _ �_..... 70.0 'YO.O 80.0 90.0 „� 70.0 11_11_. 80,2 72' 8 T 706 70.0 80,0 87.8 70,0 80.0 A w NO.OF ANCHORS PER HEAD & SILL () a NO. OF ANCHORS PER JAMS MKk LOAD FOR THESE SIZES IS -90,0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS LEFT AND RIGHT VENTS TO BE OF EQUAL CLASS OLD WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) W/O REINF WITH REINF, GIASS TYLE OUSS T1'fl'E GfJASS TYI'T WINDOW DIMS. A EXT -(-1) INT;( ) EXT(r) INT(-) E)0.(+) INT.(-) WIDTH I HEI CftT 74' 106-1/4' 26-1010 (3) 9 760 &10 Bfl,Q 900 70.0 80.0 12 _70.0 800 80.0- 00970.0 106-1/4' 80.0 12 700 800 80tl 000 700 800 74' 74'9 104-1/4' 38-3/6' (4) 70.0 70 0 boo 80 0 20.0 10.0 80,A) 12 _ 7fl.0 80 R 8@ 0 800 70 0 80.0 11t" - 12 0,0 800 80.0 o00 700 800 74' 106-1/4" 50_5Je. (5) 9 70,D Sao 80,0 000 700 80.0 12 70,0 80.0 8_@,0 900 7o.0 80.0 12 70,0 800 BOA 90.0 70.0 811.0 117' 9 74" tae-I/*�) 111" 800 9 12 70,0 7@.d 70.0 7B0 20.0 80.e 90 0 615" 70.0 90A -8f1:0 -12 70.0 70.8 80.0 80.4' _70:0 70.0 80.0 72' 809 9 70,0 80,0 80'7 90.o 70.0 Soo 54' 24' 9 mu B@,o B@.o 90.0 70.0 80.0 96' (3) 12.,,... 700 _ 2010 900 90.0 600 80,0 900 108" 80.0 12700 (4) 8Q0 BO.0 1 90.0- _70.0_ 70.0 _80_0 840 72' 9 ,,7O -U, n-2', 8@.O _80a 70.0 Sol 84' 36' 9 70.0 80.0 84 O 90 0 70 0 80.0 96' (4) 12 700 90.0 e0,0 90a _70.0 Bo,O tog" 7@.O 2 70.0 800 800 900 700 80a 72' 70.0 9 00 800 6O0 900 7o.0 B00 84" 46 1 9 70,0 80.0 80.0 04 '7010 ao a 96' f3 (5) 12, 70,0 _ 000 BOP 90.0 70.0 80.0 12 70A 80.d 1 $0.0 90,0 70.0 80.0 108' i 72' -A-1 70.0 20- ao.0 " 9b9 70.o 80.0 64' 6T 9 70.0 70,0 80.0 90.0 70,0 88,0 98' (6) 12 70fl 70tl 8O0 9o.b 700 8@.0 106' ,__1_111_., 12. .. 1111. 70.0 .. 70 o ........ 00 @ a7.8 ..7..... 70.0 1111._. 80.9 A - NO. OF ANCHORS PER HEW k SILL {) .. NO. OF ANCHORS PER 44MB • MAX. LOAD FOR THESE SIZES IS -904 PSF WITH (4) ANCHORS AT MTG, STILE ENDS (//3w) 0/3w) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX" DESIGN LOAD CAPACITY - PSF (XOX SIZES) W/O REINP. WITH REINF, GLASS TYPE GLASS TYPE GLASS TYPE WINDOW DIMS. A 'A' EXT(+) INf.(-) '8 EXT.(,) TNr(-) 'G.' EXT.(+) '.(.-) WIDTH HEIGHT 74' 9 760 80A 60.0 90.0 70.0 a0.0' 12 ............... 70.0 _1111 B92 80.0 90.0 700 80:0 106-1/4' (3) 12 70.0 80.0 bo,o 900 700 BOO lit" 74' 9 70.0 mo _60.0_ 00A70.0 a0o . {ab-if4' (4) 12 - - 80.0 90.0 704 80.0. 12 - - 60.0 90,0 70,0 80.0 lit' 74" SO -8/8" (5) 9 70Q 80.0 60.0 90.0 70,0 AMD 74' 63' (6) 9 70.0 3 700 60.0 90.0 70.0 80.0 72' 9 700 800 80.0 90,0 70,0 80.0 84' 24' 9 70,0 80,0 90.0_ 70D _ 60.0 98' (3) 12 LL 70.0 809 _60.0_ 60.0 Sao 70.0 ao.o 108"a06...: 7 72' 9 70o 80 0 Bo. 90 0 _ 70.0 _1111._____ 80 0 g{" 38_ 700 600 80,0 900 704 80.0 96' (4) 17 J0,0 ao.o 80,o 90.0 ....70,0 8010 - - 60.0 90.0 70.0 60.0 108' 72" 9 70,0 80.0 W4 90A 70.0 80.0 48' 9 µ. 700 rv.700 _70,0 80_0 900 70,a 80.0 96" 12 7@.O 8-0,,.. 90.07....70.0 80.0 72' 60' 9 70.0 70.0 80.0 90,0 70.0 80.0 (6) ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL i FOR STD. SILL (NO RISER) LIMIT EXT.(F) LOADS TO 57.0 PSF SEE SHEET 3 FOR DETAIL.. A • N0. OF ANCHORS PER HEAD Bt SILL ( ) + NO. OF ANCHORS PER JAMB (1/4W) (1/2w) 0/4w) r + OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH �4ftU a SON XOX'a j v NOTE: 6 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS)oja{� ^ AND FLORIDA BUILDING COMMISSION N 1� DECLARATORY STATEMENT DCA05-DEC-219 IN 7 Ac xwn �rtlLd.'i�,�..•1 k3 i Lct rnra{Dz O.'�1A''I1GIi A'fEOi<d!" drove n7 no FIi_..��i7i ,p =,, . oroa►`.�y�� was � 2 fi.71B9tI T)4y1C ?{{[,'c.:lii3At `�i� }"li,i5 TYPICAL ANCHORS 16Y SEE EUV. WOOD @UCK "._ ... % FOR SPA4tiG '7 ' a . 4 ° fOG6 DIST.EDGE DIST. STRUCTURE MIAMI-DADC COUN"Y ApPRDVED... 6 ._ METAL (J- L(cTu... e_. a ._ MULLION & MUUJON ANCHORS SEE SEPARATE NOA jj EDGE DISI, ✓f I , " \ 1" {t ..._ U � S SEE �/019 ANCHORS -SEE iLL.EV. HORS TYPICAL A4CHOR5 fu Ei FOR ACING FOR SPACMG SEE $PA >?P FOR SPACt.IG , WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ` AND TRANSFER THEM TO THE BUILDING STRUCTURE.on —.... _ ._ ..._. __._...��__!1 J TY—MA AIN-MIM. SE;E ELEV. FOR SPICING '..` 1!4` DIA, ULTRACON BY 'ELCa €. (Fu"E7i 1[Sl, FY'""735 E<St) � j Wi 3f8" X 2-1/4" WEEPHOLES AT EACH END INTO 28Y WOOD SUCKS OR WOOD STRUCTURES AND 37" Q.C. MAX. uj 7-1/2" MIN. PENETRATION ik"Ta WOOD (HEAD/SILL/JAMBS) i,} i. 0 € [K THRU 1BY BUCKS INTO Cal>ta. OR BLOCKS ALL JOINTS AND FRAME Co13htECTIONS SEALED WITH 1-1/4" MIN_ EMBED INTO CUNCRETE (HEAD/SOLI/J.AM8S) 4" MIM EMBED INTO BLOCKS (JAMBS) I 0 to n7 I JOINT SEALE.R. 0 DIRECTLY INTO CONCRETE OR ©LOCKS Z 1 1-4f4C MIN, EMBED INTO CONCRE=E (HEAD/SILL/JAMBS) j3: 1-1/4" MIN, EMBED INTO BLOCKS (JAMBS) ; 0 {I 4 SMS R SELF DRILLING .SCREWS (GRADE 2 CRS) CI o ,} Ow i LLI � �: k" INTO MIAMI-DADE COUNTY APPROVED MULLIONS 4_ e OR INTO METAL STRUCTURES (HEAD/$ILL/JAMES) (3) THREADS MIN, PENETRATION BEYOND SUBSTRATE 9 ALUMINUM: T/B" THK. MIN. (5063-T5 MIN.) { . .......... STEEL: tfBC THK, MEN. (Fy - 35 KSI MiN.) t; ` f' (STEEL IN CONTACT WITM M,UMINUM TO 6E PRATED OR PAINTED) g o f ... TYPLQL EDGE tHST.ANCE o INTO CONCRCtB AND MASONRY - 2_1/2" MIN. ° INTO' WOOD STRUCTURE': 1 Mild. { INTO METAL STRUCTURE - 3f4 h1N, #s5 n (: i3 '' '"^' o. 'J WOOD AT HEMI, SELL OR JAMBS SO • 0.55 MIN, rs o tj 3 CONCRETE AT HEAD, SILL OR JAMBS C4 . 3D00 PSI MIN. 3;. ~ I "6 �o C-90 HOLLOW/FILLED BLOCK AT JAMBS t'm - 2000 PSI MIN. sv A S I TYPICAL ANCHORS r i8Y ?T j ..TYPf M. MC14ORS ivzxnr!vj,� IjQ2 Li �.- ATB OP P3r6wirt na. t '--SCE ELEV, t ) SEE ELEV. .�S'rr:ua� b,.Er 9 a YPl-''� FOR SPACING WDOD fAJCet v" FOR SPAC040 .R9 t'Ly. PIS{ W09-1 2 EDGE D'ST: 3EDGE 01SI. `;41, I Viit� l Ao. °sheet 3 of 7_a 1/4' MAX. u j 1 J4' MAX. '� '(��'"�) (�" \i SHIMS sv SHIM �tf \/ ti.✓ g ...WOOD BUCKS _....- +. 21 B 7 Z ~ 0 4 t TYPICAL ANCNORS �. 1 TYPICAL. ANCHORS �� ..... T .._I k::::,...,::-.:__ SEE ELEV.-y -" ...'.""^ FOR SPAC[NO S Z FAR SPACING: \ ' ..---"",-----•-"' i E_. ryl 1.y A'v U 0 S\ 3ZL 1- l SCRCi7i S t7 Upi �{l 4 STEEL RETNFGRCsNG 1T jg I� ; � z tlpi METAi„?; A5 REGG.- a q @ 5TRUCTURE SEE SHEET 2 FOR CAPACITY t _ r _ 1 .,,. 4' £ _v_n�rzaa ri1oTB • , NO 1AIDID t/r MAx. VENT wooVENT VAOTH ” SHIMS S411M B(� 7 i WOOD BUCKS tSEE EE _L CN6R5 � US Nsn y/ —•- .—. kj y —FOR SpACiNO... � cz (20 .. ._ .. 1 1/4' +} 2 s if r ----SCREEN GPT _ "`"""'""" , _-scREEx Cl: -i---------- . T 26 27 ....." 1 .. W I It t o 1 .." • f -max ( PG. STEEL REINFORCING Ok5 RE6O. IiX'1'L`"RIgR SEE SHEET 2 FOR CAPACITY a..m... �, WircOw wlotH _ TYPICAL ANCHORS 1t()K 1 AY(}i:7' ` i. „TOR SPA INC MlAw-GAOE COUNTY APPROVED MUII ION TYPICAL. ANCHORS a ! j SEE fiEPAWE NW SEE E"FORSPACING _ I i V. g o. '6 of u � if�f - --- SCREEN OPT. FR -1, IIwAL»g Cc:M !! - i 1 ...... I.� Iaiy:Craue)J: 1pl..1 t AT'EGF + dtow'sng no. IIRSO�- MY W09 ...-_..-.. WINDOW svBtll_ �."...,. w�NOGW wldTh -- Atusels P `'Yfi��tjNAL1�� sh4 c(7 rU. EDGE. DIST. METAL..„ �+ j EN r 7YPK:AL. ANCHSTRUCTURE ORS j rt MMI -DAD£ COUNV APPROVED el I I SEE ELEV. ( -!),IS.•,— MULLION do MUWON ANCHORS > - FOR SPACINGSEE SEPARkTE NOA MGC .............. . AIT. I TYPICAL ANCHORSy r(PICAL ANCHORS SEE EIEV. SEE ELEV. z yg FOR SPACING FOR SPACING d u�m� Srt o� .VSY.3M5._.... 2E ACt N TYPICAL ANCHORS - • I U �F 1 .3 SEE. EL% FOR SPACItM. i.... _ y 90 TYPICAL ANCHORS Via: SEE ELEV, FOR SPACING ` w ;m; ALT_ r' fN5TAI�, TIQ DETAILS WITI —f.Ll) FRAME .ADAPTER �� 1� }OEN@yr''•,Q 1Om ._��R e ' I a4ttrR {1 Js •A' d.x.�yrx<. i,.,<h t1.A7t�ERT,� t 'IIf f 9 W09 12 EDGE Disr. 1440 `1fa11 Its±%- tsireet 5 ct 7 i co W -A j1 FRAME HEAD 1.067 D .715 1............... ,7 1.434 I 4 .$FJ ��.d �T.__..® 8 t140� 1.1 VENT TOP/BOTTOM RAIL STEEL REINFORCING. 2.045 519l F t*' SJ21 -1.250 { 1.... �. II ^. T .719 045 .803 .Ossa 663 a A i 2.246 i! 1,140El� GLAZING BEADS ja -4.31♦-- = .310 . 312 ..._. .... _. .�L t_ 1 .caz-• SILL. TRACK MOV. FRAME ,IAMB 3 r� JAMB STILE FIXED FRAME JAMB .. .....2 f588- FLUSH 85 FLUSH FRAME ADAPTER ITEM z o63 QUANTITY DESCRIPTION MATERIAL LAND./SUPPLIER/REMARKS 1 .062 11.140 FRAME HEAD L.344 2 FY2O2 1 y MEETING RAIL - 1.422I..1.iaz 062 1 1 L 1.375 (R) FIXED MTO. RAIL FIXED FRAME JAMB .. .....2 f588- FLUSH 85 FLUSH FRAME ADAPTER ITEM PART 0 QUANTITY DESCRIPTION MATERIAL LAND./SUPPLIER/REMARKS 1 F'f201 1 FRAME HEAD 6063 -TB 2 FY2O2 1 FRAME SILL 6643 T6 - S FY203 1 SILL TRACK 04SERT 6063 -TB - 4 FY205 AS REQO. MOV FRAME JAMB 6063-T6 - 5 FY1O1 AS REO6. FIXED FRAME JAMB 6063 T6 - 6 FY104 1/ VENT FiXEO M RAIL. 6083-T6 7 FYf05 1/ VENT VENT iNTERLOCM Boii _ $ FrzDa 1{ vETxT ,w+$ sIRE eoe3 r6 9 FY107_.,._,_ 2/ VENT _ _ TOP AND BOMM RAIL T6 - 10 -.. FY106 AS REOD. .... ..... GIA71NG BEAD (LAM. GLASS) .6063 606J T6 ... _ ....... . t0A _ FYt10 AS REQi1. CLAZ0,10 BEAD (1NSUL. LAM, DLA55) 6061-T6 - 11 _ AS REOCL REINFORCNG BAR STEEL - 2 .__. . .. - ___ AS REDO. REN.PORCNO BAR STEEL - 13 ( FY204 AS RTEOD. AL10••ON 51LL RISER 6063-t6_ USE AS REQO. {4 FY208 4/ VENT ROILEA HOUSING k GUIDE CELCON i5 ? FY209 2/ VENT ROLLER .. ..... ...BRASS .,... - 16 _..... ( FY210 2/ VENT ..__.._._. -ROLLER FII .._.............- ST STEEL .. - '7 t JS X i' AS READ, FRAMEJANT ASSEMBLY ... CRS _._._. RH. SMS t$ f8 x 3 2/ VENT -SCREWS RAIL SILL SCREWS {SILL END) CRS P.H. SMS 79 _ Wx3181 A8 REOD. _FIX. FIR 9EhL W'STRIPPiNG r ULTRAFAEI 20 1 ONOT164D AS REOD BULB SEAL Q -i SGHLiGEL 21 .-22 E207 AS REDD Bi SEAL SANTOPRENE OLTRAFJR. RUROMETER 0515 t E203 ._ w� AS REQO . GLA2ttG BEAD BULB .�. SANTDPRENc .. ULTRAFAB. DUtd METER 6535 23 I FLB-50 AS REOD GLASS yPACER S1uCOkE FRANK LIYAIE 24 SL203P 2/ VENT SWEEP LATCH $0LLNAN at ASSOC. 25 f8 X 1/8' 2/ LATCH LATCH iNStSCREW 5T STEEL OH SMS 26 __ WA2L ____ 2f WDYL WELD VALVE . _ _._..... PREFERRtD Ek0 FROOUCTS .. 27 - _iTVC,47 _i/VENT 5Js6 Dux SCREEN opTIOA. 26 FY 20 _ .._...._........... IFC SH F12AU.' Afl1J'tER l% ...... 6063 T6 OPTIONAL 29 - 2/ LITE HC RLOGif EPEN.1 OUROMETER BOi5 SHORE A N O W 0 AN At f3;:9.€d."zt�LL15ti1➢ ..npl) I.yt H iM'1 Dro �1xlrxi 8 WmgCM4 r iq :Tt: :7°t ,:Y �cMt:<til�.la�ciq OF � RtDI` N O W 7 ,7 ro U € r f i coy La H 043 FRAME IOP CORNER ✓ J w v VENT TOP/BOTTOM CORNERS t COM i f Cl Af i { 02€peed i � o .1 cc-T�,u�:t �PS.13ltO1N y R I;i RIO ti'4i `Qrttiring na. ' i' W09 12 k fER MM,R/S6 cOf2ieRa vu�n,slAt- 10/4/2019 Florida Building Code Online d BCIS Home Log In User Registration Hot Topics I Submit Surcharge i Stats & Fads Publications Contact Us € 8CIS Site Map Links Search i Product Approval USER: Public User dbpr* Product Approval Menu > Product or Application Search > Application List > Application Detail • FL # FL15210-R6 Application Type Revision Code Version 2017 Application Status Approved Comments 2004 Archived 2005 Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. ✓'' Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL15210 R6 COI (a) Certificate of Independence.pdf Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 https://www.floddabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL%2fcMdBxBvDdrXKxpoHIdA%3d°/a3d 1/4 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / While Wood Grain Rustic / Mahogany Series 0 ,Fiberglass Door INSWING / ©UTSWING "IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition 120171 Horwo Building Code (F8C) structural requirements including the "High Velocity Hurricane Zone" (HVHZ(. 2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material sholl be beyond wag dressing or stucco. 3. When used in the "HVHr this product complies with Section 1626 of the Florida Building Code and does not require on impact resistant covering. 4. When used to areas outside of the "HVHr requiring wind borne debris protection, this product complies with F8C Sections 1609.1.2 & R301 2.12 and does not require an Impact resistant covering. This product meets missile leve! "A" and Includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1,2.2 & R301,2.1.2.1. 5. For 2x stud construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6_ Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration regvkements for "HVHT`. All other configurations do not meet the water infiltration requirements for the `HVHT' and must be installed only in non•hobitoble areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. N W W -Al TABLE OF CONTENTS SHEET # DESCRIPTION SHEET If DESCRIPTION I _ typical Elevations, Design Pressures & General Notes 7 Horizontal & Vertical Cross Sections (Direct to Masonry 2 Door Panel Details B 3 pofht tock details 3 Horizontal & Vertical Cross Sections 4 Bu 9 3 -point lack deta s 4 Horizontal & Vertical Cross Sections JIX Buck) 10 Buck and frame ancho'in 5 Horizontal & Vertical Cross Sections Direct to Masonry 11 Com rents 6 Vertical Cross Sections eshol s 12 BR at materials N W W -Al IS 37.W'MAX.OVERALL FRAME WIDTH rr tiriss� 04 `° E V tK .r mash o 0 i ww a a a O 0 Go n. 00 N N 0 a� N � d M1 M N ❑ MAX. DESIGN PRESSURE (PSF) C0NFIGURATYON FRAME w,E 02 16 12 DIMENSION POSITIVE NEG 4TIVE WAL- N.T.S. x 37.5^ x 82.0" +75.0 _75.0 NO. Er JK oru. BY., LFS See sheets 2 for hardware design pressure limitations 0e""m NO.. FL -15210.1 s iru .L or N W W -Al ox EXTERIOR i CAP (4C) HINGE STILE (LVL) 2.Li — OX INTERIOR LATCH STILE (LVL) 1 HORIZONTAL CROSS SECTION 35.75` MNK O.A. µ— WIDTH O — SEE HARDWARE TABLE E; SEE HARDWARE TABLE do DOOR PANEL P",W Fben&ss CAP (PVC) HARDWARE TABLE TOPRAIL (COMP,) •�'a I t lit^i " (� El MAX, MANUFACTURER MODEL RES(OTV FRESSURE(PSFJ KWLKSET KNOB: SIGNATUKESERIES 75 DEADBOLT: SIGNATURE SERIES (960 _ SCHtAGE .. _ __..... KNOB: -r SERIES (FST) 175 DEADBOLT: "B"SERIES(Bd0/62) PAMEX ...... _ .. ............................F_ LEVER: FOR SERIES .e..�....... 175 DEADBOLT: 11,07 SERIES HOPPE MULTIPOINT LOCK: HLS"003•POINTTONGUE ±50 ENDURA MULTIPOINT LOCK: TRILENNIUM 3000 (3"P1) } 75 See shoats 5 and 6 for m illipoint lock detals. a'z U t7 +lc `_fin (2-'\ VERTICAL CROSS SECTION K:v- 11 srn .1K is c ar LFS Ft -16210.1 "c N W A TOPRAIL (COMP,) •�'a I t lit^i " (� El 0 ` 101. 8 E m o� n m a a ?i ti c. t o O.I INTERIOR EXTERIOR FOAM CORE �` s (POLYURETHANE n ♦t 1.9 PCF MIN.► Ell Z . ♦. {rr W S41 r.. �y o FIBERGLASS SKIN (0.125" MIN. THK.)�" `. • `z 7 ,• BOTTOM RAIL (COMP.) c L N (2-'\ VERTICAL CROSS SECTION K:v- 11 srn .1K is c ar LFS Ft -16210.1 "c N W A 3 4 5 7 7 E3 0 ci I W A .0 x 499- 4 Q 3 0, P 7 1-11-rMIN. E 7 DAB. (TYP.) qp OAS, nt CSINK 0,15"C -SINK ITYP'l DO A PYP) nDINTERIOR : 10 771 7 7 17• 0 ...._..........A. C �hna EXTERIOR 27d 58 iDi DAM -02/16/12 EXTERIOR INTERIOR EMB. (TYP.) 9 Z_ CA WALL NTS� "I HORIZONTAL CROSS SECTION / T` HORIZONTAL CROSS SECTION /3 VER17CAL CROSS SECTIO CMK. 91 LFS oufming shown jlm� gailol) WsyAng shown (InvMng sirnior) Outswing shown (InswingiWiat) OKAWJV No-. FL -15210,1 fl SiW _j_ cw_12 ti N) cri W -th, vi >� d � �Yz UN • f a 8OIL U 9 a4 ,Z EI A E � 3a• C 2 T(Ci m a fly r aYz o< z 40 J c� INTERIOR I.I a ° } `z V° •'V 40 NN T t1 EXTERIOR 27 G A� 1-1/4" MIN. 9 ( EXTERIOR INTERIOR H EMB. (TVP.( ►-Ili"MIN. EMB. (TYP.( eg�� HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION 4 own w X w uck 4 Shown w IX sub- uc c 4 Shown w(1X sub•Iwck v Outzwing shown (Inswing simliar) OuWng shown (Inswing *nllor) Outsw ng shown (Inswing siagor) N a a � m z a„� u are 0211611217- eve N.T.S. 3 mc. sr: JK cm, ft LT'S m FL-15210.1 a SHE” or IV 0) W *4 r •�f"tr ...... rfrr f illttt t� O no m i Z 4 Z U 5 O N . L r maaa� 0 a C 2 1 C z �y R 1 2 V D U >i ✓'`' � m mmj .ts�' an � v� •= w QS a m * o ( INTERIOR 40 r a rb a�rn LTJ EXTERIOR € 1 2 d U 11 n ?7 M EXTERIOR INTERIOR 2 1-114' MIN. EMB. "P,j EMB. (TYP.) S 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION r3 VERTICAL CROSS SECTION "w Z 5 Shown Nect to Masavy Shown a iecl is I awnry $ Shown 0lfdct To Masonry N » a Oulswing shown (Inswing "Not) Oulswing shown (Iruwing sirciar) OuWng shown (inswing simBwl z H—Ou a a�1s 02/16/12 s scaE: N.T.S, u a OW4, BY. JK m cos. er: LFS m FL -15210.1 sa+Ecr —L --L9 N V W A j in jo zZ0 o ate. EXTERIOR INTERIOR €Z 3 a ZQ Vw- 29 a co EXTERIOR INTERIOR -- �, EXTERIOR INTERIOR o Iv + ® I IL /� • • ' •� A 30 31 32 33 34aQ 2 VERTICAL CROSS SECTION b Shown w/ ADA threshold 36 w s 36 8 In In A + tr ° b • • � • � • � � U 4 + F 8 s T VERTICAL CROSS SECTION ~ n' C 3 VERTICAL CROSS SECTION Artswing conrMmotion ry ti o a d Irwvritrg canfiguroiton z n oArc 02 f 6 12 scut N.T.S. 5 awn er JK cmc a: L FS amwwc Nmt m FL—'15210.1 r-1-rH Q N 00 W z MIN. O EXTERIOR IW INTERIOR VERTICAL CROSS SECTION 7 Outswiwingonlyw/0/Mos/1166 jamb 4v �z � �l�disRl b ' 1-114" MIN. EMB. (TYP.) caro... 1I � 1 .i (Yl._HORIZONTAL CROSS SECTION' 2 HORIZONTAL CROSS SECTION \,!_,I Shown Direct to Moson ry 7 Shown Direct to Masonry Outswing only w/ 4-9116 jamb Outswing only w/ 49116 jamb Z -1: 1.S w I MIN. 1 5 ERIERIDR. �\A jy!p IOR (b VERTICAL CROSS SECTION 7 Shown Direct to Mosoer Outswing only w16-9116 iamb 1-i/B' MIN. EMB. (tyl'.J /'3-'� HORIZONTAL CROSS SECTION ?.)Shown Direct to Mosonfy Outsw(ng only w/ 6-9/16 jamb IWER10 rAHORIZONTAL CROSS SECTION - .IK 7 Shownt*111-to Masorv� CHK. U* LF5 Outswing only w/ 6-9116 jamb o Wz E W, FL -15210.1 .. 5tfftT % � 1 " //1tUt111 ��,Noo n+2jj. b 4 S� kkk Q �y? tr 3� P: �a '� m nein rAHORIZONTAL CROSS SECTION - .IK 7 Shownt*111-to Masorv� CHK. U* LF5 Outswing only w/ 6-9116 jamb o Wz FL -15210.1 5tfftT % � 1 a ............ •.....••...• z ,Zct r pa m tla a maa.$ p2XWK 5Bul a I X SUCK G p Uw DIRECTiO MASONRY x Q �q Q { 23 a 2X SUCK NOPPE MUlllP01NT tACKSET 25 0 72 Nt54V3pD3Poiet longue" ci 1 BUCK G &I _ •� DIRECT TO ._... _. a MASONRY Lr 2X BUCK s8 1 h +t O 1X BUCK G DIRECTTO M 23 z MASONRY � $ $ '0 22i o ® k� STRIKE JAMS DAM 02 16 12 ® O ccur W.S. cwa. an Jit CHK. iM IFS =S MUtTIPOlNTSTRJKEPtATE 15 1ATCNANDDEADBOITSTRiKEP1ATE a+taam tm.� Tawe system FL -15210.1 MANUAL RAISED TONGUE GEAR SYSTEM A N ; e 0 0; V) !,�04 I lit Z' ci (L az: 0 EL a3 57 —N —N 60 g 8 z 'X'LIC' IX BUCK G O'OECt To jfi MASONRY u OAT, 02116112 12 SCAL. N.T.S. awe, v* JK END RA TRILENNIUM 3GQ0 STRIKE JAMB DETAIL CH9, ft LFS CROM wo�; 3 pL. Lock FL -15210.1 .$HW " D TYP. HEAD & JAMBS .� MASONRY' I/ OPENING 2X SUCK to q 6NCK ANCHORING C,,:ONCRETEAtJC,�iCtR NO !. Corxrete otlChrX focal of of If W COifl'Bal4 a1Py be Odj'Uifed fb mai'n+.1kt lite rt1Yl. odge dstonce to morforio6ds. Z. Concrete onchcr bcatbru notod os MAX. ON CEWcr must be odjusted to rrahte n tate min, edge distance to modorloins. odditbnol Bort ota anct m moy be requvad Io onswo tfro IMAX, ON CENTSR"du wmn on are nor exc"ded, 1 ConceeteoncttorlpWe: ANCHOR ANCHOR MIN. MIN. CIEARANCE MIN. CLEARANCE TYPE SITE EMBEDMENT f0 Y TO ADJACENT EDGE EDGE ANCHOR ANCHOR 7— Ile 1.1x6• r r TAPCONw L 2X BUCK e ELCO116" i-116" 1' 4' ULTRACQN G 1 X BUCK z oat o ITW a W16- 1.116" AS SHOWN i-i/Y' TA CON MASONRY I 1, WOOD SCREW INSTALt,ATX7N NOTES' Mahtairt o rnintmum 3!8" edge mows. 1"end dislonca, 6 I-o.c. spacing of wood screws to prevent Ito spElWtg of wood, --- Masonry constnlciwn DIRECT TO DIRECT TO MASONRY M M KRY Cr 1I X BUCK U 1 X BUCK G 2X BUCK L 2X BUCK 38 = Sa 2X BUCK 1XBUCK 1T DIRECTTO 11 M MASONRY DIRECT TO 11 MASONRY G IXBUCK 27 �._ — Sa 2X BUCK LATCH d DEADBOLTDETAIL HINGE DETAIL Inswing 0=1 omi as. III 0116" JAMB p DIRECT TO MASONRY JAMB (TYP.) VM vr: JK cm Im LFS FL -15210.1 (SEE SHEET 7) ITYP.} T 7— "- SEE HINGE L 2X BUCK e DETAIL (TYP.) "'lit Ilii G 1 X BUCK z oat o DIRECTTO S MASONRY MASONRY rr��.t V\ OPENING TYP. HEAD Y & JAMBS � FRAME 4 cz 0 »._.... So. \ 4-9/16' JAMB M 2XBUCK &9/18 -JAMB N 5 C DIRECT TO vs MASONRY _ JAMB (TYP.) _ (SEE SHEET 7) ADA SILL ONLY a µ_ STRIKEJAMB PRAMEANCNORING Masonry constnlciwn DIRECT TO DIRECT TO MASONRY M M KRY Cr 1I X BUCK U 1 X BUCK G 2X BUCK L 2X BUCK 38 = Sa 2X BUCK 1XBUCK 1T DIRECTTO 11 M MASONRY DIRECT TO 11 MASONRY G IXBUCK 27 �._ — Sa 2X BUCK LATCH d DEADBOLTDETAIL HINGE DETAIL Inswing 0=1 omi as. III HINGE JAMB DIRECT TO MASONRY M 1xBUCK G �� 2X BUCK L _ NINGEDETAIL ou4wing tstln rrT Tl VM vr: JK cm Im LFS FL -15210.1 51{(Tf -La- of J2 "'lit Ilii z oat o rr��.t V\ 6CW . P Y ma :,xi � 4 cz 0 So. x 20 0 C } a� HINGE JAMB DIRECT TO MASONRY M 1xBUCK G �� 2X BUCK L _ NINGEDETAIL ou4wing Sum N.T.S. VM vr: JK cm Im LFS FL -15210.1 51{(Tf -La- of J2 4.6" d 56 ter- a°`i 4.56 Q, e Ell fitY $ z OUTSWWG iHRESHOLD OtITSWIHG TNRESNOIQ Of F BE JAMB z �$ z u rnP lclpsR! _" _ "� CWumb a N Darn fs81! Plan! � � w �aaO a € a° 'r'3 t-• — - 4.68" _ _ d S6 eb v �.. --"" ILI w t L 1 2.36" n, - 32 dUTSWtHG THRESHOLD 31 OUiSWrHG THRESHOLD r DIP {QOSHI gyTrI ! 1575) 2 WOOD JAMB I 2.DB8'• —► 047 OtJTSWIMG THRESHOLD r"I IIIG TNRFSHOID 7 WEATHERSTRIP g DOOR BOTTOM SWEEP 33 Enchua lz.Se l 3a caumtlo 4.56 _z � a MT, S. 3b tNSWiNG THRESHOLD 3i rNI WIHG THRESHOLD ADA THRESHOLD owa w: Jk G_ all-sans! DIP jiscl DIP cap.: t Fs as iL- rsz 10.1 SHXT 1t OF _' W W W •A "m# A B C 0 E G J K L— -M N P I 2 7 8 9 I I ---i2--:�-0'51NTMULTI—POINYL6C—K§E-TIM 23 25 27 29 30 31 32 --S3— 34 36 37 38 40 55 57 58 so LIE MATERIAL WOOD WOOD STEEL CONCRETE STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL COMP. / VINYL WOOD FOAM VINYL STEEL STEEL STEEL STEEL STEEL �Itl:L STEEL ALUM ALUM/WOO5 ALUMIWOOD ALUMIWOOD ALUWCOMP4 ALUM/WOOD ALUMICOMP AUJWWOOD ALUMICOMP STEEL STEEL STEEL STEEL STEEL v% T.. ........ ..... 'V -4F - ; . Z' . b % > - 0,( 3? v k c H 5, 44 n a: , u: BILL Of MATERIALS DEsciurnom I X idEFSG >= O�55 2x BUCK SG - 0,55 1/4' MAX. ffl-M SPACE 1/4"X 2-3/4"PF,4 ELCO OR ITW CONCRETE SCREW MASONRY - 3,000 ?$1 MIN, CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 3116x3-114'PFH ITW CONCRETE SCREW i -I 4/�F-PFH ELCO OR ITW CONCRETE SCREW -ljF 114- X 3-3/4' PFH ELCO OR ITW CONCRETE SCREW 1/4X 2-1/e ITW CONCRETE SCREW ............. .......... ....................... - .......................... -ijo PFH WOOD SCREW(].] F MIN. EMBEDMENT) 3/16"X 2-1/4" ITW CONCRETE SCREW A a XE 65 3/16" X 2-3/4'ITW CONCRETE SCREW 1/4" X 2-1/4' PFH ELCO CONCRETE SCREW POLY —FIBER JAMB FINGER JOINTED PINE FRAME WEATHERSTRIP DOOR BOTTOM SWEEP �V X d"BUTT HINGE #9.X 314'PFH WOOD SCREW "TONGUE" - R----MULnnnpom bt�—i��-fljj PPE MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEMI LATCH STRIKE PLATE N ti R NS o ?0. w bE-A-dWL—TSTOIKE PLATE (SECURaYj ;�D- A7HRESHOLD OUTSWING THRESHOLD OUTSWING THRESHOLD OUTSWING, THRESHOLD OUTSWING THRESHOLD OUTSWING THRESHOLD INSWING fffR-ElHOLD INSWING THRESHOLD INSWING THRESHOLD DOOR PANEL -SEE DOOR PANEL IL SHEET FOR CONSTRUCTION DETAILS M X 1-1 /7'PFH SCREW BACKING PLATE #8 X 7'PFH WS MULTIPOINT STRIKE. PLATE ENDURA TRILENNIUM 300D LOCK ASSEMBLY N.T.S. JK CHIC W LFS WAWM NO, FL -15210,1 o w my _r- CO-OPERATIVE APARTMENT PROPRIETARY LEASE Apartment No . _7_� CFN 2013F:Ob31119 Miami Shores Co-op Apts. , Inc. OR Bk 28443 Pes 1497 - 1109► (13af1 770 N. E,.• . 91st Street RECORDED 01/14/2013 11:06:20 Miami Shores HARVEY RUVIN► CLERK OF COURT MIAMI-DADE COUNTYP FLORIDA Florida This lease and contract made this day of �raco between MIAMI SHORES t0 -OP APTS. , INC., a Florida corporation, the Lessor, (hereinafter called the Co-opera- tive) and C -7// 'S(;-' W, C&Lm 6erS , the Lessees, being a resident member of such Co-operative, (hereinafter called the Member). W I T N E S S E T H That WHEREAS the Lessor is the owner of certain -described land more particularly mentioned in Article I of this lease, and said land having been improved for residence purposes, and, WHEREAS the Lessee is a stockholder of the Lessor -corporation and therefore entitled to lease an apartment located upon said described land, N 0 W T H E R E F O R E The Co-operative and the Member do mutually agree as follows: ARTICLE I CONVEYANCE OF CO-OPERATIVE OWNERSHIP Subject to all of the terms and conditions herein contained, the Co-operative hereby transfers and conveys to the Member and.! the Member hereby accepts the right of use and enjoyment of Apart- ment Number 2, hereinafter referred to as the Apartment, in the apartment building known as Miami Shores Co-op Apts., Inc., 770 N. E. 91st Street, Miami Shores, Dade.County, Florida, legally described as: Lot 4, less the North 12 feet, and less the East 148 febt, of ASBURY PARK, according to the Plat thereof, i` recorded in Plat Book 4, Page 110 of the Public Records of Dade County, Florida, BLACKWELL. WALKER & GRAY, MIAMI, FLORIDA 'rop„rty Search I Miami -Dade County M HOME EXEMPTIONS 8 REAL TANGIBLE PUBLIC ONLINE TAX ROLL ABOUT CONTACT ��I�p STATE PERSONAL PROPERTY RECORDS TOOLS ADMINISTRATION US US ITTP://WWW YitANRfi%7�WO�IBAY8fo[IYIfRAI�EGE6IV�IH �0Y41�9�If 030DN6NWOIfW�BBAYI -ADMINISTRATION.ASPI Internet Explorer 8 is not fully supported in this application. Please upgrade or use a different browser to enjoy all features of the Miami -Dade County Property Search. Address 0 Owner Name () Folio �a 11 (httcs://www.facebook.com/MiamiDadePA) (https://twitter.com/MiamiDadePA) SEARCH: 770 NE 91 St Suite QBack to Search Results O PROPERTY INFORMATION 0 Folio: 11-3208-038.0070 Sub -Division: ASBURY PARK Property Address 770 NE 91 ST 7 Miami Shores, FL 33138-3251 Owner MARILYN A BASS Mailing Address 770 NE 91 ST MIAMI SHORES, FL 33138 Primary Zone 4700 MULTI -FAMILY- COOPS Primary Land Use 0508 COOPERATIVE- RESIDENTIAL: COOPERATIVE- RESIDENTIAL Beds I Baths / Half 1/1/0 Floors 0 Living Units 1 Actual Area Living Area BOO Sq.Ft Adjusted Area 800 Sq.Ft Lot Size 0 Sq.Ft Year Built 1958 Page 1 of Featured Online Tools I"t Report Homestead Fraud Lr Tax Comparison -'�, Tax Estimator l„.. TRIM Notice (http://www miamidadaaov/oaport3VHomestgadFf4l JiwosMkmdkhxrd®dJPAPortal[TaxesfraxabNoWtivem ateKWadeaov/PAPortal/razes?axEMkuKwwvAni8midadegm/paportalRdmpdf/MakeTdm asoxv folio=11321803800701 FOISKh=1132:180380070) ",,: View Taxes Addifonal Online Tools !, Comparable Sales 0 Environmental Considerations (httos:/Mnvw.miamidade.counlv- (htto://www.miamidadapov/pa%online loots asp) (http://Qisweb.miamidade.oov/environnientalconsiderabons/default asp: taxes.can/oublic/real estate/oacels/113 2080380070) searchtype=address&pararmalue=770NE 91 sin ASSESSMENT INFORMATION 0 BENEFITS INFORMATION 0 ittp://www.miamidade.gov/propertysearch/ 3/12/201, 'roperty Search I Miami -Dade County Aore > Page 2 of Year 2013 2012 2011 Benefit Type 2013 2012 2011 Land Value $0 $0 $0 Nota Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). BulldngValue $0 $0 $0 XF Value $0 $0$0 ... ............................ .... ...2.... . _... .. FULL LEGAL DESCRIPTION 8 MadketValue $ 2 5220 $ 2 5 2 20 $2522 0 0 Assessed Value $25220 $25220 $25220 ASBURY PARK PB 4-110 L0T4 LESS N12Fi & LESS E148FT TAXABLE VALUE INFORMATION 9 MIAMI SHORES COOP APTS INC APT 7 1 SHARE OF 8 2013 2012 2011 .........._........... ...... .............. ..... .............. ___..._ OR 210134008 0203 5 COUNTY ................. ............... _...... .... ......_..__ ......_..._. ..... COC 22126-1313 032004 5 Exertption Value $0 $0 so TaxableValue $25220 $25220 $25,220 ................. . ......... The Office of the Property Appraiser is continually editing and updafng the tax roll. This website SCHOOL BOARD .......... _........._..... ..__.._.___ .......... _. m not reflect the most current information on record. The Pro may perry Appraiser and Miami -Dade Exemption Value $0 $0 $0 County assumes no liability, see full disclaimer and User Agreement at httpJ/www miamfdade oov(nto/disdaimer asp (htto�/Avww miamidadaaovinfddisdaimer asol TaxableValue $25220 $25220 $25,220 .......... ......... .........._ .. ._....... For inquiries and suggestions email us at httn:/Mawv.miamidadaaov/Da/emaiVASPBormNewasD CITY (hdphwww.miamidadeoov/oa/emaiVASP/formNew asol. ........... ...._......... ................. Exemption Value $0 $0 ............. .................... $0 Taxable Value .... ....... .......... .. ___.... $25220 ......... $25220 ................ $25,220 REGIONAL ___................._.. _..... 1. "1 I'll, ............. ... ... Exemption Value $0 .........._.... $0 . _... $0 Taxable Value $25220 $25220 $25,220 SALES INFORMATION 9 Previous Price OR Book -Page Qualification Description Previous Owner Sale 1 04282011 $100 28095-4346 (httpJAvw4v2 miami dadederk cornlPublio-Records/Search aspx? Corrective, tax or OCD; min AZALIA sear&h=38Rec Book=28095&ReF-Page=43461 consideration BROMING 03,012004 $0 22128-1313 (http:/Avww2,rdemi dadederk.oDMPublic-Records/Search asax? Qual by exam of deed search=38Rec Book=22128&Rec Paaw1313) 02)012003 $0 21013-4008 (httn:/Avww2.miami-dadederk.conVNblic-Records/Search asox? Qual by exam of deed search=38RecBook=21013&Rec Page -4008) 05,01/1984 $35,000 12170-0073 (httn:/hvwJ2.rNami-dadederk ooMPublir;RecordsiSearch aspx? 2008 and prior year sales; Qual by search=38Rec Book=12170&Rec Paae=00731 exam of deed For more information abort the Department of Revenue's Sales Qualification Codes (httpJ/dor myflodda corWdor/DrooeM/rD/datafbr atsIDdUsalegualcodesl2 pdfl. EXEMPTIONS 5 REAL ESTATE BENEFITS TANGIBLE PERSONAL PUBLIC RECORDS ONLINE TOOLS TAX ROLL PROPERTY ADMINISTRATION Deployed Military 40 Yr Building Appealing your Address Blocking Property Search Appealing your (http:/Mvw.miamidade.gov/paMWsCWfifaMiciditary.asp) Assessment (http:/Av".miamidade.gov/pa#oidwwwrd*re""ndegd> ¢rq� e3Barch.asp) (http:/Avww.miamidade.gov/pa4M*dM9v_veae9ifib*Ada 31*a/appealing_assessment.asp) (http://www.miamidade.gov/palappealing_assi Disability Exemptions Change of Name Property Sales (http:/Avww.miamidade.gov/pai&ppffoUWXg&abilities.asp) Assessment (http:/A ww.miamidade.gov/pa4kWib\vwmrdiomWar3e _sales.asp) Assessment Information Search (http:/Avww.miamidade.gov/pa(rel>orts.asp) Homestead (http:/twww.miamidade.gov/pa p(paNlv�_vass adslgap)aA3b*in@wjI6ddapwsp#� Tax Estimator (http:/Avww.miamidade.gov/patexamptions—homestead.asp) (http:/twww.miamidade.gov/pa#dghdss_vahm*m .gov/pa/lax_estimatorfraxEstimator.asp) Defective Drywall Exemptions Institutional (http:/Avww.miamidade.gov/pa(tdg Advywmliaq#ade.gov/pa4teMO0604RT p) Tax Comparison (http:ltwww.miamidade.gov/pa/exemptions_institutioral.asp) Title (http:/Avww.miamidade.gov/pa/tax_estimatorfraxComparisonStartasp) Folio Numbers Extension Requests (http:/Avww.miamidade.gov/patpublic_records_ownership.asp) Senior Citizens ( //www.miamidade.gov/p toiarai�a a/proper tangble_extension.akWastead Exemption �» ...jA2r9 Z :a . ,_.,,,,_ rq?--- 0 g> idgre ; More > -fraud.asp) Home (hlto://miamidade.QoN Privacy Statement (hftpJ/www.miamidade,aov/info/privacy and securdv.asDl Disclaimer(httpi//www.miamidade.00vrinfo/disclaimer.aso) About Us(httpJtwww,miamidade.gov/info/about memi-dade.asp) ADA Notice(hftp://www.miamidade.goVinfo/ada notice.asp) Contac Us (http://www.miamidade.govAnfo/0ontact.asp) © 2014 Miami -Dade County All rights reserved. ittp://www.miamidade.gov/propertysearch/ 3/12/201 'roperty Search I Miami -Dade County Page 3 of ittp://www.miamidade.gov/propertysearch/ 3/12/201 w s- I q -z4az MIAMNDlADE MBAR 12 2014 DEPARTMENT OF REGUWORY AND ECONOMIC RESOURCES BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) -DADE COUNTY TPUYCONTROL SECTION 6 Street, Room 208 Florida 33175-2474 ( 5- 5 0 F (786) 315-2599 Pino's Windows Corporation 6860 NW 75"' Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County 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. RER 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 4000 Aluminum Sliding Glass Door w/ wo Reinforcements APPROVAL DOCUMENT: Drawing No. W01-28, titled "Series -4000 Aluminum Sliding Glass Door, sheets 1 through 4 of 4, prepared by Al-Farooq Corporation, dated 05/24/01 and last revised on OCT. 31, 2012, 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: None. Approved shutters complying w/ FBC are required Limitations: 1. See Design Pressure charts 1 (Std sill) & 1A (Hi -rise sill) with three (3) or less (Medium & Non - Reinforced) panels configurations. 2. See Design Pressure charts 2 (Std sill) & 2A (Hi -rise sill) with four (4) or less (All Heavy -Reinforced) panels configurations. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration dice may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall bel dwm ern re . INSPEC ' d to the user by the manufacturer or its distributo �a teat the request of the Building Official. This NO Ary \kt ffen ws N 07-0 21.%ar�d_cons' ts;of this page 1 and evidence pages E-1, as well as appro oc ATTEE The sub dl tion was review by _Ishaq LSC arida, P.E. NOA No. 12-0619.07 M Expiration Date: December 07, 2017 Approval Date: November 08, 2012 7STATE CT CO CCkIPUANCE WITH ALL FEDERAL Page 1 {_ ANL) t:G'UN'i f RULES AND REGULATIONS Pino's Windows Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # 07-0621.03) Drawing No. W01-28, titled "Series -4000 Aluminum Sliding Glass Door, sheets 1 through 4 of 4, prepared by Al-Farooq Corporation, dated 05/24/01 and last revised on OCT. 31, 2012, signed and sealed by Javad Ahmad. B. TESTS (Submitted under file # 07-0621.03) 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 4988, dated August 18, 2006, signed and sealed by late Edmundo Largaespada, P. E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 1395, dated July 17, 1996, Test Reports No. FTL-1405, dated April 12, 1996 and FTL-1445, dated October 9, 1996, and retested on January 6, 1998, all signed and sealed by late Gilbert Diamond, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 04/09/12 and last revised on OCT 24, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 13 00-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 04/09/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA # 07-0621.03, expiring on 12/07/12. haq I. Chanda, P.E. Product Control Examiner NOA No. 12-0619.07 Expiration Date: December 07, 2017 Approval Date: November 08, 2012 F.-2 CHART I DESIGN LOAD CAPACITY - PSF (STANDARD SILL) PµLL WIDTH NOMINAL FT. N. DOOR HEIGHT "./IN. 9/18" TEMP. GLASS NO REINF. MED. REINF. EXT.(+) NT.(-) EXT.(+) INT.(-) 2/6 3/0 4/0 5/0 6/8 46.7 74.6 46.7 75.0 46.7 65.2 46.7 75.0 48.7 54.1 46.7 75.0 46.7 48.546.7 72.2 2/6 3/0 4/0 5/0 6/0 46.7 59.9 46.7 75.0 46.7 51.8 46.7 75.0 42.142.1 46.7 62.1 36.7 36.7 46.7 54.7 CHART IA DESIGN LOAD CAPACITY - PSR (HI-RLSE SILL PANEL WIDTH NOMINAL DOOR HEIGHT 3/16' TEMP. GLASS NO REINP. I MED. REINF. EXT.(+) NT.(-) D0.(+) INT.(-) 2/6 3/0 4/0 5/0 6/8 70.0 74.8 70.0 75.0 652 6S2 70.0 75.0 54.1 54.1 70.0 75.0 48.5 48.5 70.0 72.2 2/6 3/0 4/0 5/0 8/0 59.9 59.9 70.0 75.0 51.8 51.8 70.0 75.0 42.1 42.1 62.7 62.7 35.7 J8.7 34.7 54.7 F z b m CHART 2 DESIGN LOAD CAPACITY - PSF (STD. SILL) PANEL MOTH NOMINAL FT. M. DOOR HEIGHT R. N. 9/16" TEMP, GLASS HEAVY REINF. EXT (+) INT.(-) 2/6 3/0 4/0 4/8 6/6 46.7 75.0 46.7 75.0 46.7 75.0 46.7 75.0 2/8 3/0 4/0 8/0 48.7 75.0 16.7 75.0 45.7 1 62.7 CHART 2A DESIGN LOAD CAPACITY-PSF (LD -RISE SILL) PANEL WIDTH NOMINAL R. M. DOOR HEIGHT FT. M. 9/16" TEMP. GLASS HEAVY REINP. EXT .(+) INT.(-) 2/5 3/0 4/0 4/6 6/8 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 2/6 3/0 1/0 8/0 1 70.0 75.0 70.0 75.0 62.7 62.7 6" MAX. TYP. GLASS DAYLITE OPENINGS: D.L.O. HEIGHT m PANEL HEIGHT -4.000° D.L.O. WIDTH PANEL WIDTH - 4.500" PANEL HEIGHT = FRAME HEIGHT - .875" NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) S6 3/4" MAX. D.L. OPG. 61 1/4" MAX. AND-iFLORIDA BUILDING COMMISSION i DOOR WIDTH DOOR WIDTH DECLARATORY STATEMENT DCA05-DEC-219 SEE CHART 1 OR 1A SEE CHART 1 OR to GLAZING DETAIL c C C SCALE 1:1 S � SERIES 400 ALUMINUM SLIDING GLASS DOOR SEE CHART ABOVE FOR DESIGN LOAD CAPACITY OF DESIRED PANEL SIZE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE i n n 181" MAX. 14" MAX. m TYPICAL ELEVATION XXO (NON-REINF./MED. REINF) TESTED UNIT SEE CHART 1 OR 1A 3 PANELS OR LESS (NON-REINF./MED. REINF.) C 0 o - REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY XO (SHOWN) XX XXO (SHOWN) HURRICANE ZONE (HVHZ). • OX (OPPOSITE) OXX (OPPOSITE) 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY OXO TO TRANSFER LOADS TO THE STRUCTURE. APPROVED CONFIGURATION ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. D DOORS NOT RATED FOR IMPACT. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE o- INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE NOT PART OF THIS APPROVAL. B USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. COMPLYING WITH HVHZ REQUIREMENTS. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF.THE FLORIDA BLDG. CODE SECTION 2003.8.4. ie IBIYM1iCi MLY�Mp I2-oti9•e7 SEE CHART 2 OR 2A 4 PANELS OR LESS A (HEAVY REINF.) E E D o- -o B OXXO (TESTED DOORS) HEAVY REINF, ALL CONFIGURATIONS Growing no. W01-28 TYPICAL ANCHORS TYPICAL ANCHORS IN PAIRS SEE V. FOR SPACING TYPICAL ANCHORS IN PAIRS METAL SEE ELEV. FOR SPACING STRUCTURE COJIICRETE MIAMI-DAOE COUNTY APPR'D MULLION EDGE i. a EDGE SEE SEPARATE NOA 'DIST.'' '.MIN. • ° ° " DIST. EDGE DIST. TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELE TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu -120 KSI, Fy-92 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 CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 014 SMS OR SFLF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL 12 GA. MIN. (Fy = 36 KSI MIN.) WOOD BUCKS AND METAL STRUCTURES NOT BY PINO WINDOWS ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TRANSFER THEM TO THE BUILDING STRUCTURE. 012 GMS OR 'SELF DRI IN . !;CREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") rreauCrpxvww (NO SHIM SPACE) =:4.111w116 _ TYPI .A EDGE DISTANCE 4Amompum "s -D )-O'7INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. ,,INTO METAL STRUCTURE - 3/4- MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. APPLICABLE TO MED./HEAVY REINF. Y N .... .... _. - .. ... 71r. p .17 c'e I CONCRETE <:. t W WEE �1bTCH 1 LONG;. q' AT ENDS _ °a 41'PICAL'ANCHORS EDGE 1 3/4" IN PAIRS SEE ELEV. FOR SPACING DIST. MED. HEAVY MIN. REINFORCING REINFORCING SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH 'SCHNEE MOREHEAD 5504' SEALANT. LOCKS: SURFACE MOUNT ZINC CAST HOOK LOCK BY 'DELTA IND.' OR NATIONWIDE AT 39-3/4" FROM BOTTOM ON EACH ACTIVE PANEL LOCK STILE WITH KEEPER FASTENED AND SECURED TO JAMB AT LOCK POSITIONS. OCT 3 1 0 I L y L;l drawing Wal —28 1/4" SHIM MAX. 2RY WOOD SUC 0 WO D STRUCTU Y PANEL t13.9 1 B 2:�l X10 X 1-1/4" FH SMS 4 PER ANGLE LTYPICAL ANCHORS IN PAIRS SEE ELEV, FOR SPACING �i 1/4' MAX. SHIM D 7mct. ANCHORS SEE ELEV. FOR SPACING MOVING =ma:=�_______SCREEN OPT. _ ___ _. 0 X 1-1/4" FH SMS /IB % 1" SMS PER ANGLE EXTERIOR XXO (NON-REINF) DOOR WIDTH (3 PANELS OR LESS SEE CHART I k \" / r G LO MEDIUM REINFORCINr. 3 PANELS OR LESS (SEE CHARTS 1 & IA) HEAVY REINFOR ING 4 PANELS OR LESS (SEE CHARTS 2 & 2A) O WOOD EET I SEEE N NOTE SHEET 1/4" SHIM b8 X 1/2" SCREWS MAX. N Z q - FLA. PE / 70582 C.A.N. 3535(:QY O 24" O.C. W � 1 - - 1O O IL � u 5 a �Z • _ O �1 • og OCT 91 012 19 O�ao� o. Ir CID G LL��pp� FIXED PANEL J O 01 l.l. OPG. NEL WIDTH ut��TYPICAL ANCHRS IN PAIRS SEE ELEV. FOR SPACING 0 o 3 0 4 N H Q H N1 3 O~ Z N ^) w 1/4" SHIM 3 0 Zr - r atom M w"cr a9vis O ��dq wll� Iw 17sr11L METAL STRUCTURE Engr: JAVAD AHMAD CIVIL o Y FLA. PE / 70582 C.A.N. 3535(:QY 0 drawing no. OCT 91 012 WO 1-28 sheet 3 of 4 4.000 .062 TYP. .937 1.345 X14--1.688 L .719 FRAME HEAD .850 1.014.375 1 082 .649 LOCK STILE 1 - .375 .588 2'�.062 LI �I .875 I TOP/BOTTOM RAIL .125--I I-- II .062 TYR 1.250 3.905 1 .500 1.250 --I .688 L FRAME JAMB .399 I L1.312 FIX. PANEL CLIP 1.6567 .378 1.781 .375 1.188 .078 2.500 INTERLOCK 52 15 FEMALE ASTRAGAL STIFFENER FRAME SILL (STD.) FRAME SILL ITEM 0 PART / REQD. •DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 PW -5-000-1 1 FRAME HEAD 6063-T6 - 2 PW -5-000-2 1 STANDARD FRAME SILL 6063-T6 - 2A - 1 HI -RISE FRAME SILL 6063-T6 - 3 PW -5-000-3 2 FRAME JAMB 6063-T5 - 4 PW -5-000-4 2/ PANEL TOP & BOTTOM RML 6063-T5 - 5 PW -5-000-5 1/ PANEL LOCK STILE 6063-T5 - 6 PW -5-000-8 1/ PANEL INTERLOCK 6063-T5 - 7 PW -5-0009H 1/ PANEL FEMALE ASTRAGAL 6063_T5 _ 8 PW -5 -000 -IC 1 ASTRAGAL STIFFENER 6063_75 _ 9 - 4/ FIX. PANEL FIX. PANEL CUP ALUM AT 24" O.C. 10 FP -223 AS REQD. GLAZING GASKETVINYL MELTPOINT PLASTICS INC. 11 FP -37 AS REQD. FLAP WEATHERSTRIPPING VINYL PROTOTYPE PLASTICS 12 5553 AS REQD. PILE WITH FIN WEATHERSTRIPPING - ULTRAFAS 13 2023 AS REQD. PILE WITH FIN WEATHERSTRIPPING - ULTRAFAB 14 2021 AS REDD. PILE WITH FIN WEATHERSTRIPPING - ULTRAFAB 15 - I/ PANEL PANEL RETAINER CLIP (9/16 X 7/8 X 1/8 X 4" LONG) ALUM AT FRAME SILL 16 - 1 ASTRAGAL RETAINER CUP (3/4 X 3/4 X 1/8 X 1-3/4' LONG) ALUM AT FRAME HEAD 17 - 2 FIXED INTERLOCK CUP (2 X 2 X 1/8 X 4-1/4" LONG) ALUM AT FRAME HEAD AND SILL 18 - AS REQD. INTERLOCK REINF. BAR (1-1/2" X 1/47 STEEL FOR MEDIUM DOORS 19 - AS REOD. INTERLOCK REINF. BAR (1-1/2' X 1/27 STEEL FOR HEAVY DOORS 20 - AS REQD. BOTTOM RML REINF. TUBE (3/4' X 3/4' X 1/8') ALUM - 21 30025/902 1/ MOV. PANEL FLUSH MOUNT HOOK LOCK I AT 39-3/4" FROM BOTTOM 22 - - LOCK KEEPERS AT LOCK LOCATIONS IAT 39-3/4' FROM BOTTOM 23 19-7623-212 2/ MOV. PANEL ROLLER ASSEMBLY I REFLECTOUTE PRODUCTS 24 010 X 3/4' 1/ CORNER PANEL ASSEMBLY SCREWS -_ 25 - 1 ASTRAGAL REINFORCING CHANNEL (1.590 X 2.530 X .115' THK.) STEEL FOR HEAVY DOOR HARDNESS - 75t5 SHORE A "w1puci'ignm oT.. $ �' TENSILE STRENGTH (BREAK)- 1900 PSI ller48t C a ELONGATION AT BREAK . 380X �•�fNR SPECIFIC GRAVITY 1.J9 ��-p�ry,p7 a i e - . s 9 GLAZING GASKET SCALE 1:1 n 2, er'1 M. j--1.590 Ag g _ .250 .500 -[--{ l Enqr: JAVAO AHMAO n •r CML 1� 2.530 fLA PE (_70592 g i 1.50 1.5�VIA CA.N. 8 3� }' e � drawing no. 0 L: W01-28 INTERLOCK REINF. BARS ASTRAGAL REINF. CHANNEL sheet 4of 4 W,5 / q -11,5, MIAMI•DWDE MAR 12 2014 A -DADE COUNTY UC TROL SECTION BYE 6 Street, Room 208 DEPARTMENT OF REGUL Y AND ECONOMIC RESOURCES (RE lorida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION 7 - F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) .m idade.g2y/economy Pino's Windows Corporation 6860 NW 75"` Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County 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. RER 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 4000 Aluminum Sliding Glass Door w/ wo Reinforcements APPROVAL DOCUMENT: Drawing No. W01-28, titled "Series -4000 Aluminum Sliding Glass Door, sheets 1 through 4 of 4, prepared by AI-Farooq Corporation, dated 05/24/01 and last revised on OCT. 31, 2012, 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: None. Approved shutters complying w/ FBC are required Limitations: 1. See Design Pressure charts 1 (Std sill) & IA (Hi -rise sill) with three (3) or less (Medium & Non - Reinforced) panels configurations. 2. See Design Pressure charts 2 (Std sill) & 2A (Hi -rise sill) with four (4) or less (All Heavy -Reinforced) panels configurations. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall beAoae ,n its m irety INSPEC � bTol s entire NOA shall be provid d to the user by the manufacturer or its distributo s and shall be fa» a �dAs to -at the request of the Building Official. This NO revises & ren ws - ts. of this page 1 and evidence pages E-1, as well as appro �e 1 kn tionedWove. DATE' The sub �� documen tion was reviewe y s a- nda, P.E. INA nr 1 _ + NOA No. 12-0619.07 M Expiration Date: December 07, 2017 \w Approval Date: November 08, 2012 `\ SUBJECT 'r0 CCMPUANCE 1MThl ALL FED Page 1 STATE ANL) CCIJN7Y RULES AND REGULATIONS' Pino's Windows Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # 07-0621.03) Drawing No. W01-28, titled "Series -4000 Aluminum Sliding Glass Door, sheets 1 through 4 of 4, prepared by Al-Farooq Corporation, dated 05/24/01 and last revised on OCT. 31, 2012, signed and sealed by Javad Ahmad. B. TESTS (Submitted under file # 07-0621.03) 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 4988, dated August 18, 2006, signed and sealed by late Edmundo Largaespada, P. E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 1395, dated July 17, 1996, Test Reports No. FTL-1405, dated April 12, 1996 and FTL-1445, dated October 9, 1996, and retested on January 6, 1998, all signed and sealed by late Gilbert Diamond, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 04/09/12 and last revised on OCT 24, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 13 00-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 04/09/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA # 07-0621.03, expiring on 12/07/12. I haq I. Chanda, P.E. Product Control Examiner NOA No. 12-0619.07 Expiration Date: December 07, 2017 Approval Date: November 08, 2012 V-2 CHART 1 DESIGN LOAD CAPACITY - PSF (STANDARD SRL) PANEL VAOTH NOMINAL n. Ia DOOR HEIGHT rr. la 3/16" TEMP. GLASS MED. HEMP. T.(-) EXT.(+) NT.(-) 2/6 3/0 4/0 5/0 8/8 4.6 46.7 75.0 5.2 46.7 75.0 FREF. 4.1 46.7 75.0 &548.7 72.2 2/6 3/0 4/0 5/0 8/01.8 9.9 46.7 75.0 46.7 75.0 2.1 46.7 82.7 6.7 48.7 54.7 CHART IA DESIGN LOAD CAPACITY - PSF (HI -RISE SILL) PANEL VADTH NOMINAL DOOR HEIGHT 9/18' TEMP, GLASS NO RBINP. MED. REINF. Ni.(-) EXT.(+) INT.(-) 2/6 3/0 4/0 5/0 6/8 70.0 74.6 70.0 75.0 85.2 65.2 70.0 75.0 54.1 54.1 70.0 75.0 48.5 48.5 70.0 72.2 2/6 J/0 4/042.1 5/0 8/0 592 59.9 70.0 75.0 51.8 51.6 70.0 75.0 82.7 62.7 J6.7 38.7 54.7 54,7 CHART 2 DESIGN LOAD CAPACITY - PSF (SPD. SILL) PµLL MOTH NOMINAL P.AN. DOOR HEIGHT ".D0.(+) 9/18" TEMP. GLASS HEAVY REINF. INT.(-) 2/6 3/0 4/0 4/6 6/8 46.7 75.0 45.7 75.0 46.7 75.0 75.0 2/6 3/0 4/0 8/0 75.0 75.0 !45.7 62.7 CHART 2A DESIGN LOAD CAPACITY-PSF (HI -RISE SIO,) PANEL MOTH NOMINAL P./N. DOOR HEIGHT FT.AN S/IB" TBMP. GLASS HEAVY REINF. EXT.(+) INT.(-) 2/8 3/0 4/0 4/6 6/8 70.0 73.0 70.0 75.0 70.0 75.0 70.0 75.0 2/6 3/0 4/0 8/0 70.0 75.0 70.0 75.0 62.7 62.7 6" MAX. TYP. 14" i 1x� x C rn S Na a m o 2 I=> 22 H 2255 '� A CLASS DAYLITE OPENINGS: D.L.O. HEIGHT v PANEL HEIGHT - 4.000" 56 3/4' MAX. n6wHcrwsyu� D.L.O. WIDTH PANEL WIDTH - 4.500" O.L. OPG. �wly wM61�Aw1► PANEL HEIGHT = FRAME HEIGHT - .875" TYPICAL ELEVATION ��4a1a NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 GLAZING DETAIL SCALE 1:1 SERIES 400 ALUMINUM SLIDING GLASS DOOR SEE CHART ABOVE FOR DESIGN LOAD CAPACITY OF DESIRED PANEL SIZE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 B OR 20Y 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 LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF.THE FLORIDA BLDG. CODE SECTION 2003.8.4. SEE CHART OR to 3 PANELS OR1 LESS (NON-REINF./MED. REINF.) 61 1/4" MAX. D XXO (NON-REINF./MED. REINF.) awvin* ob 12 -OL (4'67 PANEL WIDTH TESTED UNIT ftbobNm-73-A9Zdj;2,v r7 F c DOOR WIDTH DOOR WIDTH DOOR WIDTH DOOR WIDTH DOOR WIDTH SEE CHART 1 to SEE CHART 1 OR 1A SEE CHART 1 OR to e 7 I SEE CHART OR to 3 PANELS OR1 LESS (NON-REINF./MED. REINF.) C D E is Ey F c c C o- -0 e E SEE CHART OR to 3 PANELS OR1 LESS (NON-REINF./MED. REINF.) C D E is Ey SEE CHART 2 OR 2A 4 PANELS OR LESS p (HEAVY REINF.) Ey F 0 o- -0 e XO (SHOWN) XX XXO (SHOWN) XXX OX (OPPOSITE) OXX (OPPOSITE) OXO APPROVED CONFIGURATIONS Engr: JAVAO AHMAD CML DOORS NOT RATED FOR IMPACT. FLA. PE 111 70592C.A.N. 538 INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. OCT 31 OXXO (TESTED DOORS) U m u o HEAVY REINF. ALL CONFIGURATIONS v -o Q n drowing no. W01-28 O O �1 I WEEP ;TCH 13 LONG AT ENDS, 4 TYPICAL ANCHORS IN PAIRS EE ELEV. FOR SPACING IBY WOOD BUCK .SEE NOTE SHEET I 1 3/4"4 I' • MIN. uN. a°CONCRETE f n 4 • .. CONCRETE °4. TYPICAL S ANCHORS 1 3/4' PAIRS SEE ELEV. FOR SPACING -----1--- MNJ NO REINFORCING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS METAL 4 SEE ELEV. FOR SPACING STRUCTURE A11� N sY o COaCRETE MIAMI-DADE COUNTY APPR'D MULLION Z j EDGE - q 3/° . 4 EDGE SEE SEPARATE No O yg! DISI. MIN..° ° 4d DIST. EDGE DIST. R a - I J U o w \ \ TYPICAL ANCHORS IN PAIRS f` SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS a SEE ELEV. FOR SPACING O d O TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0: 1/4- DLA. TAPCON BY 'ITW' (Fu -120 KSI, Fy.92 KSI) 64 AEDGE1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURESQ MIN. 1-3/8" MIN. PENETRATION INTO WOOD 1 O _ THRU iBY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY i s DIRECTLY INTO CONC. OR MASONRY Y N 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 2f a #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) fr INTO METAL STRUCTURES U w STEEL 12 GA. MIN. (Fy = 36 KSI MIN.) 8 WOOD BUCKS AND METAL STRUCTURES NOT BY PINO WINDOWS ALUMINUM : 1/8" THK. MIN, (6063-T5 MIN.) 8 3 y10 MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) u' O = n TRANSFER THEM TO THE BUILDING STRUCTURE. Z i0 n N12 SMS ORS F DRILLING SCREWS (GRADE 2 CRS) 3 n 3 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") ef9COCT1ILVIC68 (NO SHIM SPACE) w O p Z pp �rlN'VswilY l�` P11"1dt TYPICAL EDGE DISTANCE w d �m Asapl-ft N-1 -D ( INTO CONCRETE AND MASONRY - 2-1/2" MIN. O INTO WOOD STRUCTURE = 1" MIN. JBTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. -i C-90 HOLLOW/FILLED BLOCK AT JAMBS ('m - 2000 PSI MIN, m o" u le SEALANTS: a g a 1 i 2D APPLICABLE ED./HEV TO ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND q� 9 I i- ED./HEAVY REINF. HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH 'SCHNEE MOREHEAD 5504' SEALANT PI rl �� %n © ® 171 �T O ��W� °,gin LOCKS: SURFACE MOUNT ZINC CAST HOOK LOCK BY 'DELTA IND.' OR NATIONWIDE AT 39-3/4" FROM BOTTOM ON EACH ACTIVE PANEL LOCK STILE m g 8 < m B .• 4 WITH KEEPER FASTENED AND SECURED TO JAMB AT LOCK POSITIONS. A c L .... .... ........ .. ..... .... .... ..... .. ........ G .._ .. V MAD Enqr. JA AD AHMAD CIVIL Q CONCRETE FLA PE / 70592 C.A.M. 5538 C �. WEEP �TCH' < y LATNDSLION4 }YPICAL'ANCHORSEDGE 1 3/4" DIST. MIN. MED. REINFORCING IN PAIRS SEE ELEV. FOR $PACING 8 drawing no. W01 —28 HEAVY REINFORCING OCT 1 2 12 sheet 2 of 4 1/4' SHIM MAX. 2BY WOOD BUC LTYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4' MAX. SHIM \i• d ea . fi W d' ITYN PICAPALRS ANCHORS SEE ELEV. FOR SPACING © O D.L. OPG. 5 � MOVING PANEL /110 X 1-1/4- FH SMS 4 PER ANGLE MOVING S NO REINFORCING -------SCREEN OPT. --------- - --- 0 X 1-1/4" FH SMS /e X 1" SMS PER ANGLE EXTERIOR XXO (NON-REINF) DOOR WIDTH (3 PANELS OR LESS SEE CHART 1 & 1A) nD O MEDIUM REINFORCING 3 PANELS OR LESS (SEE CHARTS 1 & IA) al O WOOD BUCK F SEEE N NOTE SHEET 1oo u N 1/4• SHIM 012 WO —28 O Z m #8 X 1/2" SCREWS MAX. j J 90 24' O.C. a aN O O O U L 5 •�� 05 a LL i � r < cy¢ O Zy- FIXED PANEL .25 J L7 g D.L. OPG. v O c PANEL WIDTH p m O TYPICAL ANCHORS IN PARS 0 Li 0, SEE ELEV. FOR SPACING = 3 N nn 1/4" MAX. 3 J SHIM p 3 LL w Z R ( too L(02 O i n g � � f116YYC{ fILVI� - � 8 METAL a STRUCTURE Engr: JAVAD AHM CNIL FLA PE / 70592 CAN. 7538 g a drawing no. OCT $1 012 WO —28 sheet 3oi 4 4.000 .062 TYP. .937 1.305 --i1--1.688 ,719 L FRAME HEAD 1.850 0� 375 082 849 LOCK STILE 1 -y x.375 7-11 .558 1.656~I -378 1.781 —�. .375 1.188 078 2.500 INTERLOCK 2.000 ,062 FEMALE ASTRAGAL J�I —I .675 I - TOP/BOTTOM RAIL .125�I 062 TYP, 1.2150 3.905 .500 1.250 1 L -j.. FRAME JAMB .399 .093 L.312 1.312 FIX. PANEL CLIP STIFFENER FRAME SILL (STD.) X) FRAME SILL (HI -RISE) ITEM / PART / REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 PW -5-000-1 1 FRAME HEAD 6063-T6 - 2 PW -5-000-2 1 STANDARD FRAME SILL 6063-T6 - 2A - 1 HI -RISE FRAME SILL 6063-T6 - 3 PW -5-000-3 2 FRAME JAMB 8083-T5 - 4 PW -5-000-4 2/ PANEL TOP & BOTTOM RAIL 6063-T5 - 5 PW -5-000-5 ,/ PANEL LOCK STILE 6063-T5 - 6 PW -5-000-8 1/ PANEL I INTERLOCK 6063 -TS - 7 PW -5-0009H 1/ PANEL FEMALE ASTRAGAL 6063-T5 - 8 -W-5-000-IC 1 ASTRAGAL STIFFENER 6063-T5 - 9 - 4/ FIX. PANEL FIX. PANEL CUP ALUM AT 24" O.C. 10 FP -223 AS REQD. GLAZING GASKET VINYL MELTPOINT PLASTICS INC. 11 FP -37 AS REOO. FLAP WEATHERSTRIPPING VINYL PROTOTYPE PLASTICS 12 5553 AS REQD. PILE WITH FIN WEATHERSTRIPPING - ULTRAFAB 13 2023 AS REQD. I PILE WITH FIN WEATHERSTRIPPING - ULTRAFAS 14 2021 AS REQD. PILE WITH FIN WEATHERSTRIPPING - ULTRAFAS 15 - I/ PANEL PANEL RETAINER CUP (9/16 X 7/8 X 1/8 X 4" LONG) ALUM AT FRAME SILL 18 - 1 ASTRAGAL RETAINER CLIP (3/4 X 3/4 X 1/8 X 1-3/4" LONG) ALUM AT FRAME HEAD 17 - 2 FIXED INTERLOCK CUP (2 X 2 X 1/8 X 4-1/4" LONG) ALUM AT FRAME HEAD AND SILL 18 - AS RE00. INTERLOCK REINF. BAR (1-1/2" X 1/41 STEEL FOR MEDIUM DOORS 19 - AS REQD. INTERLOCK REINF. BAR (1-1/2" X 1/27 STEEL FOR HEAVY DOORS 20 - AS REQD. BOTTOM RAIL REINF. TUBE (3/4" X 3/4" X 1/87 ALUM - 21 30025/902 1/ MOV. PANEL FLUSH MOUNT HOOK LOCK - AT 39-3/4" FROM BOTTOM 22 - - LOCK KEEPERS AT LOCK LOCATIONS - AT 39-3/4" FROM BOTTOM 23 19-7623-212 2/ MOV. PANEL ROLLER ASSEMBLY - REFLECTOUTE PRODUCTS 24 #10 X 3/4" 1/ CORNER PANEL ASSEMBLY SCREWS - 25 - 1 ASTRAGAL REINFORCING CHANNEL (1.590 X 2.530 X .115" THK.) STEEL FOR HEAVY DOOR HARDNESS - 7535 SHORE A TENSILE STRENGTH (BREAK)- 1900 PSI ELONGATION AT BREAK -3801{ SPECIFIC GRAVITY - 1.39 GLAZING GASKET SCALE 1:1 1.590 .2501 r 500 -{---y .115 Emyr: JAVA° AHMAD L- CML 2.530 FLA. PE (_70592 CAN. 38 1.5001.5100 L 91 -- INTERLOCK REINF. BARS ASTRAGAL REINF, CHANNEL 6 rom p" pl. Z n 0 h y� Q. O OW tp- 7 m O M aW0 a LLCD Q W �1 drawing no. W01-28