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REV-16-1648 Miami Shores Village Building Department JUN 14 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 _ .. Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20A BUILDING Master Permit No. LL)S (6- 4 I PERMIT APPLICATION Sub Permit No. -05y (C - (G � BUILDING ❑ ELECTRIC ❑ ROOFINGREVISION ❑ EXTENSION [:]RENEWAL YU N1 PLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS APS-9" �r JOB ADDRESS' AP �"" � �� �Wer e City Miami Shores County: Miami Dade Zip: Folio/Parcel#: //13.206 -0013 7 4) Is the Building Historically Designated:Yes NO OccupancyType: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): lS 0 dd P*4t91e,6 $/N'hone#: �s. Address: /D 4-r �& �— k-ee-7 City: - 4"_ s�10/l Es State: ��G Zip: Tenant/Lessee Name: Phone#: Email: /' CONTRACTOR:Company Name: CB 4,UT 60KIQ co r( /t Phone#: � 4-,?- Address: . D State: Zip: Qualifier Name:&") Phone#::4r),a,3 State Certification or Registration#: _ Certificate of Competency#: /7 76 DESIGNER:Archit /Engine�e//r/ � G/g�V�� Phone#: aor)Gp2-3��/�1? Address: City / � State: Zip: .j✓j��(O Value of Work for this Permit:$� Square/Unear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑I New f Repair/Replace � ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ TrainhWEducation Fee$ Double Fee$ Structural Revlews$ Bond$ TOTAL FEE NOW DUE$ (ReA"W2/24/2014) }� 1 Bonding Company's Name(if applicable) Bonding Company's Address city State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application Is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this Jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. )(.Signature Signature �O�WNE LGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20/6 ,by �6�y of _��20 �� by G�9)1.941 who Is personally known to U04-14!who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign Print: ot_"w Print: �o�a;:Y:;84� GLORIACOM ��r' •,. OTO Seal. MY COMMISSION#EE 882081 Seal: * MY COMMISSION#EE 882981 EXPIRES:Ju t2,2017 Nq EXPIRES:July 12,2017 IY roar ° Bonded Thru Budget Notary Services 're®F�aa� BondedThruBudgetNotaryServices ****************************** ********* ****************************************************************** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revlsed02124/2014) ---(,rToB BUS NEBS C� •K�ATr E OF COMPETENCY 47 .67 COCONUT GJWVE QL,AW 3 UNbROR r DAA: V LLLAM iooerA-Fl - d-rB m Ipp14 101141c llowloofM dfaCmwr 40- m-, ,'4 i. '} i1 �C 1^[:. 1 t .i%,$'ww K *•t`t��'�1� f � � j f �Y'i7 -4 ,�3'qr. ':�• ,.r.:ae 01,11. -mm /s '' "_.,t *.c zE r•� m sy 5 drr., R,S' �••• i "a,. 1 3J'Yv��w d t � - ix s. y. 1IE fdASS � 2 SALJM y -07/29/2015 ' g) 15--158943 l id tWbmTax.ft lseota , WON if mqm ' +, f 7 -Od—d `} 3 C Pf 36 ,,.ry°��yy���' s. -ter i�.:u•t ij �� �� �, e ��yy� r y i � Orli.; EEFM TVM QP PAYi itlCEllfED cozc r rEc Assay ass s vttr s R—;.9v ax uecra� $75.00-47/29MIS (s) -2 � '' C 15-158943 r&�oaeltwetun aaTj `' Tas 1te �mota .. �7�t 'fE@ aiefsi�ustMa�aN totMat � < am Wa- - �- �'34�i'd �t}it�9418tti��bdQ �aicP�t' TYPH OF HU81NE88 O�W�S��"R_� PA YU ENT..RECENEB p XMffGTaEd1J&&M9 1DR 9Ep1.1Y t)ONt Ct t ..BY TAX-WLLECTOR Qdgh 176 . OW12d15 sreoeiptisaorvett4inried, UVMAMDar�liisobl � e► " A�17Y�ifl�ake�PebYR��l6P �f► :'�rltaPO�arBegr. - WWo -3111117 p -Ujj jP n •: PRODUM ,r ,NSI Insurance Gr 81 81 up rthwest 164th Suite No Miami � Y r ; mumps,MVft ns Co of FloddeInqwAwp-FCCI Insurance Co s � � �r • x, � r r_ � � r r �r r. �r � rr} I!$ lip] SILr • • r r r •' .s s ' r r : s Contractor License#000017767 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Wage THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN I OM NE 2nd Avenue ACCORDANCE WWTH THE POLICY PROVISIONS. Miami - t-ilsl t=kd z Shores JUN 4 2016 Meda ind Std v2 . 2 . 7 . 0 per ASCE 7-10 'ped by MECA Enterprises, Inc. Copyright kP.:Y;.IIlecaeriterprises.com Date : 6/13/2016 Project No. R0306 Company Name : COCONUTGROVE GLASS & MIRROR Designed By EDWARD LANDERS Address : 3660 N.W. 41 STREET Description IMPACT WINDOWS City : MIAMI Customer Name PATRICE ROBINET state : FL. Proj Location 1055 N.E. 96 ST., MIAMI SHORE File Location: C:\users\dirops\AppData\Roarling\Mecallind\Default.wnd Input Parameters: Envelope Procedure per ASCE 7-10 Chapter 28 Part 1 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 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt 1.07 Am a 0.11 Bm a 0.80 Cc = 0.15 1 - 650.00 ft Epsilon = 0.13 Zmin 7.00 ft Pitch of Roof = 3 : 12 Slope of Roof(Theta) = 14.04 Deg h: Mean Roof Ht = 11.50 ft Type of Roof = GABLED RHt: Ridge Ht = 13.00 ft Eht: gave Height - 10.00 ft OR: Roof Overhang at Eave= 1.00 ft Overhead Type = Overhang Bldg Length Along Ridge = 30.00 ft Bldg Width Across Ridge= 24.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 - 0.85 0000 Gust Factor Category II Rigid Structures - Complete Analysis ••• 0000 0000•• Zm: 0.6*Ht = 7.00 ft •• • 0000 • • • lzm: CC*(33/Zm)^0.167 = 0.19 0000•• •••• • ••••:• I=: 1*(Zm/33)^Epsilon - 535.47 ft • Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.95 000000 0 • • Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.90 0000 • • 00.09 • • 0000•• 0000 • 0000• Gust Factor summary • • Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 •••••0 0000 0000• •• •• 0000 0000•• Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi 0 0 GCPi : Internal Pressure Coefficient = +/-0.18 • • • • 000000 0000•• Wind Pressure on Components and Cladding (Ch 30 Part 1) 0000 � 0000 .0000. s , ; ' u RL-*1 not 1 t 1 4 1 I t i t 1 I , Ll CZ C1 P-= 1 1 `,j-= 1 1 Me�,111001�j®� 11 aUs •.q ._�' Gable Roof" d 45 a>�'��P� ••••''•b�`moi v.g ••� .�m oo Ib • c�_ A11 pressures shown are based upon ASD Design, with a Load Factor of ._ v�:V � O 4.Z - < .-J mss° * �� �'wX Width of Pressure Coefficient Zone "a" _ - 3.00 ft 7do �S y Q '4 O. Description Width Span Area Zone Max Min Max P Odin P �i��'.• O V ft ft ft^2 GCP G P Psf psf �iI *•'. F •• -----------------------'-----------------_- --- ---------------- 00 ••*••. ••�. ,� MKS. 'A,B,C' 2.00 5.00 10.0 4 1.00 1.10 48.61 52.73 jp MKS. 'A,B,C' 2.00 5.00 10.0 5 1.00 -1.40 48.61 -65.08 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.03 Qhcc:.00256*V^2*Khcc*Kht*Kd = 41.19 psf 9999 • • 9999 ••••s• •• • 9999 • s9•••• •• • 9999•• • 9999•• • • • 9999•• 9999 • • • • • • 9999•• 9999 • 9999• 9999•• 9999 9999• •• •• 96.0 •909.6 9999•• • 0 as • • • • •00000 •• • 0000 • • is �co �� a' Cli rglb - Q? � a0 111 _ G MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOWC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econamv Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade Cotmty)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"Eco-Guard 560"Aluminum Project Out Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W11-08, titled"S-560 Aluminum Project Out Wdw. (L.M.1.)", sheets 1 through 6 of 6,dated 02(24/11,with revision E dated 06/23/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSHX h PACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 13-0206.06 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. _ The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0406.09 MIAMI DADE COUNTY Expiration Date: May 26,2021 . , Approval Date: Jidy 02,2015 �l �l f Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. II-©3©9.05) 2. Drawing No.W11-08, titled "S-560 Aluminum Project Out Wdw. (L.M.I.)", sheets 1 through 6 of 6,dated 02/24/11,with revision E dated 06/23/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc.,Test Reports No. HETI-10-3150 and HETI-10-3151, dated 12/29/10,all signed and sealed by Candido F.Font;P.E. (Submilled under NOA No. 11-03 09.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray ButaciteO PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. Manuel z,P.E. Product Contr 1 E aminer NOA No. 0406.09 Expiration Date: May 26,2021 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5o' Edition (2014), and of no financial interest,dated March 17,2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No.HETI-10-3150 and HETI-10 3151,issued by Hurricane Engineering and Testing, Inc.,dated 12/29/10,all signed and sealed by Candido F.Font,P.E. (Submitted under NO1A No. Y1-0309.05) G. OTHERS 1. Notice of Acceptance No. 13-0206.06, issued to Eco Window Systems,LLC for their Series"Eco-Guard 560"Aluminum Projected Out Window—L.M.I.,approved on 05/02/13 and expiring on 05/26/16. Ma r ,P.E. Product Con rol L aminer NQA No. 5-0406.09 Expiration Date: May 26,2021 Approval Date: July 02,2015 Em1 MIAMI-DADS M1AM1-DADX COUNTY !® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govleconomv Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AIM(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 "Eco-Guard 550"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6,dated 02/28/11,with revision D dated 06/23/15,prepared by Al Farooq Corporation, signed and seated 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-Dada County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this.NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No.13-0206.08 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0406.11 MIAMNDADE CQUNTY Ezpira tion Date: May 05,2021 t(o/0(0 �1 Approval Date: July 02,2015 Page 1. Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE 8 BIVIITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14.0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite@ PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Reports No.HETI-10-3145,HETI-10-3146, HETI-10-3147,HETI-10-3148 and HETI-10.3149,all issued by Hurricane Engineering and Testing,Inc., dated 12/29/10, signed and sealed by Candida F.Font, P.E. (Submitted under NOA No. 11-0309.117) G. OTHERS 1. Notice of Acceptance No. 13-0206.08, issued to Eco Window Systems, LLC for their Series "Eco-Guard 550" Aluminum Fixed Window — L.M.I., approved on 05/02/13 and expiring on 05/05/16. 6t zw Maduel re P.E. Product Contro miner NOA No.15-0406.11 Expiration Date: May 05,2021 Approval Date: July 02,2015 E-2 JUN 14 2016 +48G t CITY tou C,a O BATH E9 t� mLL O1/4" �22 X 30 > " IMPACT FIXED WINDOW p ^ 0 13 B1/4" t�22 X 40 IMPACT FIXED WINDOOW � 3 O � pZW t0 OC 24" X 22'1 IMPACT PROJECTED WINDOW Z . 6 .. �7Dg c°o 00 EJ U [r7 . 0000 .. 0000. • 0000 j • ••• • • • • ••• ••• • •0000 • • 0000 • 0000• ECO WINDOW SYSTEMS, LLC. SERIES "ECO-GUARO 55011 A • 0000 000 0000 ALUMINUM FIXED IMPACT WINDOW IN CLEAR ANODIZED • 0000 •0 ALUM. FINISH WITH 5/1 6" GRAY LAMINATED IMPACT GLASS Q 0 • 0�� 0000: N.O.A. 1 5-0406. 1 1 • • 0 - • • 0•• 4 • •• co 07 ECO WINDOW SYSTEMS, LLC. SERIES "ECO-GUARD 560" ���, Id [9 ALUM. PROJECTED IMPACT WINDOW IN CLEAR ANODIZED O .`°��.1� ¢ ••°*� 61���0 ALUM. FINISH WITH 5/1 6" GRAY LAMINATED IMPACT GLASS e`er Q' �'•.����� W In LL 1 5-0406.09 C� Z I ujD =0 'U � * O4• • ,Z m40WT W p a' •"� 0� at 2 0! pct IF 9 5 El ED "_._:�q f1B�i 6 ■ �I � ��� Miami Shcres Villa gein lid FLO pQw IP A.PP^OUED BY DA 701\'!N 1, DRAWN SY: DEPT EDWARD A. - -- LANDERS, P.E. E.R. �Ir T CONSULTING ENGINEERS .7580 N.W. 146 STREET DATE SUITE 609 OB-C�•16 _. CT 1'0 CGkIPL-V1110E WITH ALL FEDERAL MIAMI LAKES FL 33016 P.E.41039398 ®6W �'.-i F ,Itiv LC ISN I Y HULES AP1D REGULATIONS TEL: (30Smarr 5)823-3938 G-.� _. _.._y. FAx: (305)823-9355 01 , 6 23 N d' M.13. �? d' 23 to M.0. 3/8 22 1 /4 3/8 (p W W.W. 243/4 En ' N O 3/8 22 1/4 3/8 (aM.O. J N , m X W.W. ED LTJ Q 1 3/8 243/B eW L'J k C9 W.W. > r Q 0 1 Z z T 113� U � m (- d d w 5 I- 0 0 = 3 4 :3Z Lw Lf) � o � 3 >- 03 d .01 zJ- 0 0 3 4 O E [� 130 � Z M0 N = 7 / \ S 0.00 Q C4CIO / • . • ❑ meg ' . . 00 •••••• • M '�7+ M 2 6 •0000• i••• • \ � � 0000 • 0000• i~] • 0000•• •• 0000• •• 00 0000 0000• 0000•• • • • OA ELEVATION 2-REQ'0. �B ELEVATION 2-REQ'D. OC ELEVATION 1-REQ'D. • . • •• • ..• [7 `,oa,rrrrru rr��i W m ,10 �p.N�ERS W V3 ;d►��i� I-- (j LJ i. .� . W ECO WINDOW SYSTEMS, LLC. SERIES "EGO-GUARD 550 'W " ECO WINDOW SYSTEMS, LLC. SERIES "ECDT"t3�7ID 0" :W Z I Qt ALUMINUM FIXED IMPACT WINDOW IN CLEAR ANODIZED ALUM. PROJECTED IMPACT WINDOW IN CLjloi-NAII� ]DIZ,ED •Z� H W ._� ALUM. FINISH WITH 5/1 6" GRAY LAMINATED IMPACT Gm t0 LASS ALUM. FINISH WITH 5/1 6" GRAY LAMINATEDI PACT GLA :®_� D d N.O.A. 15-0406.11 N.O.A. 15-0406.09 0 ❑ �/$ O �����, A. 0.00• �,0. • W W In • U Zin ''x•/,9,0 r •S` L N F Q ❑ Qw IL P EDWARD A. DRAWN SY: LANDERS, P.E. E.R. CONSULTING ENGINEERS DATE: 7550 N.W. 748 STREET De•OB•78 SUITE 509 MIAMI LAKES FL 33018 P.E4035398 SHEET NUMBER TEL: (305)S23-3938 0 r-n FAx: (305)523-9355 0 F6 CAULKING (TYP.) EDGE DIST. 1 /4 11 TAPCON SCREWS W/ 1 1 /4" EMBED. _ INTO CONC. AT rm" FROM CORNERS ryry�� AND BALANCE AT 10 1 /2 11 O.C. �m v' (ANCHORING AS PER N.O.A.) Ir A. a ❑ � Eq Ell In w .o -� SHIMMING (TYP.) In M N QH 'T J UJ X E _ l E13 f w L'J (3Q N E9 9 n II ❑ E [7 ❑ It Z i' '' t- 3 J � i 'i � Zli. m z „ In Z = 113011 °m to W ❑MA:.� IJ i! i "J �- W !i !' 066.4. 6. �I !' ...... . *Sees*' 006. 6664• *000 a ECO WINDOW SYSTEMS, LLC. SERIES "ECO-GUARD 550”Z 00.6.6 ••S •6:••�Q !' •� ALUMINUM FIXED IMPACT WINDOW IN CLEAR ANODIZED 06 •66 0000 S6s••• ALUM. FINISH WITH 5/1 6" GRAY LAMINATED IMPACT GLASS 066600 6 •6 N.O.A. 15-0406.1 1 i S i • • ••6ei• • • • ••666• ca co � •••'•bJ . w m w e3 o :0 2 =¢;� J r �o '� O:Z w U1 l� f oma;: z = •, y O. m /pw a • • • ' M In v a v 3� � NQ a v e a v D. mO � IW- W v 1 /4'1 TAPCON SCREWS W/ 1 1 /4" EMBED. EDWARD A. DRAWN SY: INTO CONC. AT 6" FROM CORNERS LANDERS, P.E. E.R. 11 AND BALANCE AT 1 ❑ 1 /2 11 /211 O.C. CONSULTING ENGINEERS SECTION VIEW (ANCHORING AS PER N.O.A.) 7550 S'61TEW. 1BSTREET DATE: SUITE 509 MIAMI LAKES FL 33016 P.E.#03S39S TEL: (305)S23-3935 BH EET NUMBER FAx: (305)523-9355,, OF 6 1 /4" TAPCON SCREWS W/ 1 1 /4" EMBED. INTO CONC. AT 611 FROM CORNERS AND BALANCE AT 10 1 /21t 0.C. (ANCHORING AS PER N.O.A.) e � ❑ SHIMMING (TYP.) [(j w th IAaNC3 J to ❑ _ 4, O V v "V f- C] It P7 a ZZW Ln o o ° ••••• v 13 [9 *. W W o' Q D 'o •s•••• i•••i • • •••• • ••••• CAU LKI N G9004*• .... ...... (TYP.) • . . . . ...... .•..• 3/811 WINDOW WIDTH 3/81, "• ' "" '•••'' IBM � NoE ft .` Q.• xg E F- r- 'Q Ali c}lb °:�' W m O �"� .� W Irl MASONRY OPENING '' = • ao o� � H J -a. Q: 1- In W W �P�� �- Z 'moi* ®°•• 5 W d SECTION VIEW iO - ❑ °' ol W C3 0 M in Q ECO WINDOW SYSTEMS, LLC. SERIES "ECO-GUARD 550" Q ❑ — W ALUMINUM FIXED IMPACT WINDOW IN CLEAR ANODIZED EL H ALUM. FINISH WITH 5/16" GRAY LAMINATED IMPACT GLASS N.O.A. 1 5-0406.1 1 EDWARD A. DRAWN SY: LANDERS, P.E. E.R. CONSULTING ENGINEERS 7650 N.W. 146 STREET DATE: SUITE 509 OB-OB-18 MIAMI LAKES FL 33016 P.E.#036398 TEL: (305)B23-3938 ®HEFT NUMBER FAx: (305)823-9355 OF 6 9 CAULKING (TYP.) 2 1 /2EDGE DIST. 1 /4 TAPCON SCREWS W/ 1 1 /4" EMBED. INTO CONC. AT 7" FROM CORNERS AND BALANCE AT 9 3/4" 0.C. \ < ® (ANCHORING AS PER N.O.A.) It Q 0 [A w N [I) 0: N o SHIMMING (TYP.) J ED :k C7 Ev] Q Ill INw 5 > r Q O rQ 134 j Z LL io Z I Z w In L I Z f I ..•. U O I • 0000 0•+ olnoi *00 • a .w IJ.� I •..�. U t0 E•F- IL 606606 ECO WINDOW SYSTEMS, LLC. SERIES "ECO-GUARD 560" 0000 000000• • • • ALUM. PROJECTED IMPACT WINDOW IN CLEAR ANODIZED •0000• :00.0 0.000 }„ ALUM. FINISH WITH 5/16" GRAY LAMINATED IMPACT Ci LASS 000.00 000 0 00:0•0 ry I N.O.A. 15-0406.090 • LL I •• •• 0000 •0.00• • •0000• 0 0 Z O I •a • I • • .•000• O 0 •000•• ,``lallljrl��� • iaasas rn N ... won a) ;�. w m ¢r ®� 4k ?? (1)0 4c:0= W .z �P~� O`41ft I- I j IJi • Qom. v. W 0. *0.00 gE . ••• ,,,� Z H La rn 'moi A000....0 �O 03 �0W ,,ROFE �� O m p aw = ° En U in � N1m a. 1. \ ' EDWARD A. M o LANDERS, P.E. LED 1 /4TAPCON SCREWS W/ 1 1 /4" ppNSUITINL4 ENGINEERSEMBED. SECTION \/l EW If 7850 N.W. 1 5 STREET INTO CONC. AT 7 FROM CORNERS SUITE 509 DATE: MIAMI LAKES FI.33018 08-OB-18 AND BALANCE AT 9 3/4" O.C. P.E.#038395 3938 (ANCHORING AS PER N.O.A.) TEL: (305) 823-9355 FAX: (305)H23-9355 ®HEST CGNUM®E -5R OF 6 9-------------- 1 /4" TAPCON SCREWS W/ 1 1 /4" EMBED. INTO CONC. AT 611 FROM CORNERS AND BALANCE AT 12 1 /211 0.C. Ir (ANCHORING AS PER N.O.A.) 0 a w d SHIMMING (TYP.) N w m N N0N0 F. X IU = N < W LL I- N Q O e V a v e Od t7 0000 L9 0 Ell e •• • 0000 ] L11: v^ V 1 � • • ------------------- --- r •••••• •• Z•�••• ...:.. 0:0•143 .... E3v• • o v 60.00• ... CdQDol:• - •0•. •..•.. 6 r ryw .• 60000 :0000 .6 0 Iq 0 0 o • • • 000000 •• CAULKING (TY P.) m 3/811 WINDOW WIDTH 3/811 w m 111111118111 wm NpERS o, � % .........�* gft, Z I UI o1 MASONRY OPENING =%C- = m oW °1 _ 0m 0 w all '•,� * es UZNo SECTION VIEW � "'s� '`� M in I vi !`g QoQw 0. EDWARD A. DRAWN BY: ECO WINDOW SYSTEMS, LLC. SERIES "ECO-GUARD 560" LANDERS, P.E. E.R. ALUM. PROJECTED IMPACT WINDOW IN CLEAR ANODIZED CONSULTING ENGINEERS " 7850 N.W. 146 STREET DATE • ALUM. FINISH WITH 5/16GRAY LAMINATED IMPACT GLASS SUITE 509 OB-08.16 N.O.A. 15-0406.09 MIAMI LAKES FL 33016 P.E.#033393 TEL: (305)823-3938 aHeer NUMeeR Fax: (305)823-9355 Cu-6 OF 6 ' r 53 a/fl 3� r t WINDOW WIDTH { WINDOW WIDTH/ 511/8- FALSE 11/8"FALSE MUNTINS VENT WOT14 ` VENT WIDTH (SUMA BE USED 45 1/2" 1 '� � 29 3/8" a L. 2 D. OPG. t as A D.L. OPG. A trY us /I I I I\ r I I 1 i a _ 1 ii II ---- w r , --- -tit-- r� -h--1 ---- „ _ __1L_���--- a n' i It it jh WOW. VADTH WOW. HEIGHT / i i i i \ + Y a 19-a 8' 53-1 8" N 2 i t i t \ u- - v `� ` ONO► 26-1 2" 53-1 8' / \ z 32' 53-1 8" r ,-_-_- --`-_ , •• •••• •••�• 37' 53-1/8" >f- - I I - • s g •0 0 42' 46-3/4" II •• •• .ji •�i • i •••i• 48' 40-7 8" 1 9 3/4" r 53-t/$" 37" 1 7' MAX. MAX 1 CORNERS HEAD LACKING POINTS I I •s • •i• ••••• I( MAXIMUM DESIGN LOAD RATING rs + 70.0 PSF SEE CHART •• •• o Ltl a•• v *:*so TICAL EI FVAT 0 NO OF (FOR SIZES SHOWN AM W OR SUALLER) - 7(),Q fir�E W X HEIGHT KEEPERS •• ;(•• � ---:- 70.0 •••• UPTO AT SASH •••••• • 26" 2 12 1/2' i • i d (~A10,0 ••oi• NOTE: _3 a" 3 MAX. -!- 6" MAX. i •o• ® p : ••••i GLASS CAPACITIES ON THIS SHEET ARE 50-5/80 4 HEAD Hl W/$ILL •• Z g , • 53-1 8" 4 BASED ON ASTM E1300-09 (3 SEC. Gusrs) SILL CORNERS AND FLORIDA BUILDING COMMISSION 'TYPICAL ELEVATION � ® � DECLARATORY STATEMENT DCA05-DEC-219 W THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 1/8" TEMLASS P, G N w SHUTTERS ARE NOT REQUIRED. pRMucir wrlaw 3/8" AM SPADE as comFlyhq ECO-GUARD SERIES-•5$01/a HEAT sTREN'D. GaAs a/a" HEAT 5TREN•Dhlln vi .,, ALUMINUM PROJECT--OUT WINDOW . GLASS ,pui� "a via /0.a 090" Interloyer 0W Interl er APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE Dupont Butocite PVB DuPont Butoocite PVB c N N COMBINATIONS OF PROJECTED/PROJECTED OR PROJECTED WITH OTHER By Kuroray America. Inc.' By 'Kuroroy Americo, Inc.' 4 D86 Pro uet d1r o WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING t/a" HEAT STREN'D. GLASS 1/8" HEAT STREWD. GLASS u MIAMI-BADE COUNTY APPROVED MULLIONS IN BETWEEN. �o LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL p SILICONE SILICONE all � WILL APPLY TO ENTIRE SYSTEM. Ig DOW CORNING 899 DOW CORNING 899 M THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE _ ;; REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY + HURRICANE ZONE (WHZ). 3SETTING 9 19 m c c d AT WOOD BUCKS BY OTHERS, MUST 8E ANCHORED PROPERLY TO TRANSFER LAM. GLASS AND INSUL. IAM. GLASS LOADS TO THE STRUCTURE. 20 I p NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS I r ANCHORS SHALL BE AS USTEB, SPACED AS SHOWN ON DETAILS, ANCHORS Engrc , V—AD AHMAD o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. �_, �L r rT ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE � �Z232015 a NOT PART OF THIS APPROVAL AT t/4 POINTS ON LlTES as 21 19 AT I/4 POINTS A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. WIDER THAN 36" ONLY ALL SIZES 8 $ • ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. drowin no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT GLA-S-S-TYPR � GIA4S TUE- g COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W l 1 -08 REQUIREMENTS OF THE FLORIDA BUILDING CODE. GLAZING OPTIONS sheet • J EDGE DIST. TYPICAL '•Q'1 E1) itl . [ SPA FOR SPACING �.-.�.�-- XS8 /gypWOQD BUCK EDGE METAL !';--_ _=__ — i1id s \ 4 DIST. STRUCTURE4MULLION dt MULLION ANGNORS �rt # SET SEPARATE NOA EDGE lit -------- ----- 4A -- t � 4 7 ' 1 04 g � TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. SEE ELEV. i 5 FOR SPACING FQR SPAONG FOR SPACING A ff to s — _ TYPICAL SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE N07 BY ECO WDW. � ty•• � MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM -�,/4 -UST Co' (Fua9 7y tom, Fy=t;ss KSI) : .•. ••• ••• • j AND TRANSFER THEM TO THE. BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES '• ' •::•. •. 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) ••• •• • •••••• I THRU 1 B BUCKS INTO CONC. OR MASONRY •••••• 0000 o . .. . 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILT.) •••••• 15 •• ••• � o t 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ••�••� � �tt ••••• .. .. •0i/3F LiLL0000.. DIRECTLY INTO CONC. OR MASONRY :**:so b N •• x g o 1-1/4 MIN. EMBED INTO CONCRETE (HEAD/SILL) � ° � ;' 00000. a 0 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) - W o ) j.,�y c • i 14 BIAS Oft SELF bRlt,t�tC scRE'ws (GRADE 2 cRs t° a _� ' INTO METAL STRUCTURES - �' n " STEEL : 1/8" /8" THK. FAIN. (Fy = 36 KSI MIN.) � W rn� � ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) rn (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 12 WS OR SELF DRILLING SCREWS (GRACE 2 CRs) r i 5 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. di 1 (NO SHIM SPACE)MM c g� t3 Typ °6L F(X;E (]IK:TAUME m $ i5 13 � 1BY INTO CONCRETE AND MASONRY = 2-1/2" MIN. WOOD BUCK INTO WOOD STRUCTURE = 1" MIN. 6 .2 � 17 INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL Oft JAMSS SCr Q 0.55 MIN. 16 CONCRETE AT HEAD, SIU. OR JAMBS fc = 3000 PSI MIN. t C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm 2000 PSI FAIN. x ° a n® c Engr: JAVAD AHNAD r t, r a c CmL a. FIA 70592 0 CA 38: " 17 .. ° vo. ti PRC7t3UCTREVIS13D o e 4 I SEE TYPICAL ANCHORS TY�CHORS ` B ftertcetfte 43a 1� ^� FOR SPACING FOR SPACING FA Radud � drawing no. I EDGE DIST. EDGE DIST. By W1 1-08 min ao sheet 2 of 6 1/4' MAX. 1/4"MAX. SHIMg 1/4e MAX. .� SHIM 18Y 12 Z 3 e + WOOD BUCK SHtM Q • TYPICht.ANCHORS TYPICAL ANCHORS v. SEE ELEV. 2BY WOOD O SEE ELEV. —------SCREEN OPT. ---------------- a• J� SPACING OO STR RE j FOR SPACING I a it/ fx 4 e To ° EXTERIOR TYPICAL ANCHORS METAL ; v SEE ELEV. STRUCTURE al. OPG. FOR SPACING VENT WIDTH U J ._d•• WINDOW WIDTH 109 • • 999 � 9999• • • • • 9999•• � • � 9999• • S o 999090 v W• • W v • co • •99.99 •ti. q- 9••• • • .— w MIAMI--ME COUNTY TYPICAL ANCHORS •• •• 'tn M N •••:• APPROVED MULLION SEE ELEV. FOR SPACING :00:9: O A M '� • SEE SEPARATE NOA � D • • 9 }j • • • Q Z ^ •9.9• ••• 0 0 0 • 0 ry{ • g.-8 .. ir-=Ir yr w CF): I t It II tI II II ° It !1 EXTERIOR luuft Code �} �rq6. WINDOW WIDTH WINDOW VADTH B D ccepawmNa �iS p V�1�/ c 3yoN n O1 ro o o Ai Pro at 1 ' CQ ® U O W f Engr: JAVAD AHMAD 4PEE2 0 8W4drawing no. w 11 -48 sheet 3 of 6 EDGE 01ST. � W TYPICAL ANCHORS EDGE GIST. � i'r---- --__ __.,.___....�_� a ti MEr SEE ELEV. FOR SPACMtO STR ! MIAMhDAOE COUNTY gPpRQVEp i p " •• `�"a.r . a t` MULLION & MULLION ANCHORS j • i4 '. a o . ! SEE SEPARATE NOAEDGE If 6y •p 6• ! DIST. H { Ai ) t 15 � vx—i f 95 95 ALT. LT. t G d a �,oc TYPICAt,,NTYPICAL ANCHORS 3 FtNGSEE ELEV. 4 Z FOR SPACING 1 • • • ae s • � v • • •••••• nom„ �!••M Q •••• f//��� •••••• (D to r) ver ••••• �. ) •••••• ®•� •• if- SHIMS ALT. • • �` 090:9 ins • • 0 C2 ads 0 CVS LJ.I aY TYPICAL ANCHORS .e � SEE ELW. FOR SPACING ' . ' . a i is 4$ Fri a Lygi! d U h F TYPICAL ANCHORS � SEE ELEV. FOR SPACINGW sPr: a .4 RODUCTRMSED &&dim Cab 06.0 o y thdFt�t1� NO 9 A Daft c ALT. 13y � p� ooao i 9$ ' WlFatt�i a p o a m n c W INSTALLATION DETAILS WITH PUSH FRAME ADAPTER E-s� 7VA-0 W DCIVIL N ,c FLA. K 170592 w CA 38 0 �� drawing n0. EDGE DIST. 8 sheet 4 of A 2.750 1Td PART f QUAR [tY DERCRIPTION MATERIAL MANR./ftVPPLt2 t/JM9AW [� W8 1 E501 4 FRAME tiEAD/SIL/JAMB 6063-76 .500 2 E502 4 VENT 6063-18 1 3 Fyi08 AS READ. GLAZING BEAD.3� (LAM. GLASS) 8063-75 - Z $ OBa 3A ENS AS RE40. GIAZM BEAD (IMSUL. LAM. GLASS) 8063-T6 - d E506 AS REOM SNUSKR - VENI, FULL LEItt:W 6063-T6 - • 4A E509 AS REQD. SNUBM - FRAME, FULL LENGTH sm-T6 g .0L- 2221 5 E506 OPTIONAL SCREEN FRAME 8063-T6 7 110 X 1-1/4.1 AS REQO, FRAME AND VENT ASSEMBLY SCS - H WS sMs 8 E203 i AS READ. 8UL8 INEXIMERSTRIPM. OUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 AS REQM GLAZING SEAQ BULB, DINER 65 SANTOPR£NE L%TRAFAB 1 10 35.12.00.400 2/VENT 4 GAR MNGES ST.,STEEL TRUTH, MTALLED 1MTIH (2) 110 X 8/8• SDS 11 13098.82 1 MULTI POINT LOCK SYSTEM - TRUTH �R) �f FRAME HEAD/SILL/JAMB 12 31964.92 AS RECD. KEEPER '4 STE0. TRUTH 13 52.13..012 1/VENT ROTO OPERATOR 71�u1A1t/SIL TRUTH, AT 12" FROM ITtOS 2.35 14 PSJ4t1-SS 2/ CORNER FRAME/VENT CORNER KEY 5T. STEEL - LL 18 FY120 AS REOD. FLUSH FRAME ADAPTER 6063-T8 OPTIQNAL 1 �. 1.330 16 - 2 ANT] SAG SKATE, AT 4-1/2" FROM EACH END NYLON MAIM PLASTICS 17 #10 X 1-1/4" 2/ SKATE FH SDS SKATE SCREWSis #8 X 3/4" AS REOD. I FH SMS SNUBBER SMEWS - IN PAIRS 2" APART, PAIRS SPACED AT 7-3/4" O.C. 19 - AS RE00. SETTING BLOCK, 3/16" X 3/4' X 4" LONG EPOM DUROMETER 8015 SORE A a 2.094 .372 20 FAB-50 - GLASS SPACER - 1/8" NIGH SILICONE FRANK LOWE " '• .082 2.813 21 - - IPiSilt. CLASS EDGE SPACER ST. STEEL CARDIVAL XL • • • • I ••• • .896 ••• 'o • 719— ,5g0 S�'��,ANT: •••i•• • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ."". • 1.582 SCHNEE—MOREHEAD SM5504 SEAM SEALER. •••• „i � � •�••• •••••• • •••• PARIMETER CAULKING SICAFLEX 1.5LM ON EXTERIOR ONLY. • • • r�`it� V VENT06c)m 2.688 .. .• • w ••• . LOCKS: � • i � ® Ti � •••i• • Sts .769 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' :••.' •� ;� .... rT* AT EACH JAMB • 2.611 LOCK OPERATOR #24.33.XX.004 AT 8--1/2" FROM SILLc; ��— o FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. ? W , LOCK BAR SECURED TO JAMB WITH LOCK GUIDES 1g FLUSH FRAME ADAPTER #33489.00.0001 SPACED AT 12=3/4. O.C. MAX. 1.047 EACH GUIDE FASTENED WITH (2) #10 X 1- P PH SMS 1.750 STAINLESS STEEL KEEPERS #31964.92 AT VENT Q GLAZING BEAD (LAM. GLASS) 493 EACH FASTENED WITH (2) #10 X:5/8" P FH SMS SEE CHART ON SHEET 1 FOR QQANTITIESc 02'ii w o .130 1.730 �- a I in— g ol 4 BAR ST/ST HINGES 35.12.00.400 BY 'TRUTH' PRODUCT1>I IstD . is0 LOCATED AT TOP CORNERS '�'� °� .493 FASTENED WITH 3 Ac=cvoil4 Cade '°° 06. ( ) #i0 X 5/8".P PH SELF DRILLING SCREWS AcreplmlcoAto L1.172J S 0800 Date �Q9/� ;r v V OPERATOR: Ry g s 3A GLAZING BEAD (INSUL LAM. GLASS) 14 CORNER KEY �1' Bi4 r ct rsl SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' a m v o LOCATED AT MIDSPAN OF FRAME SILL FASTENED WITH (6) #10 X 1" P PH SMS - x45 •245 OPERATOR TRACK #30175 AT BOTTOM RAIL E'er NV_AD AHMno FASTENED WITH (2) #10 X 1- P PH SMS RA. PE 70592 — .780 Tao ��.120 CAN. .780--- - f— —f — ANTI—SAG SKATES: p I .720 b- b—t.2s5� NYLON ANTI—SAG SKATES BY `M&M PLASTICS' �-''` drawing no. (2) AT BOTTOM RAIL AT 4-1/2" FROM ENDS o r VENT SNUBBER - FRAME SNUBBER VENT FASTENED WITH (2) X10 X 1-1/4" P FH SDS. w' 1 —®8 O - 4A • a � � a 3O l I l � v Ld Cl ••••• • • •v •• •• ••N P, ••••• s••••• ?—'0;-2 • • • • 0Gas ►�I • • • V.0 ••••• • • z • 00 0 J � • so• 0 N W rn� VENT CORNER FRAME CORN ruont9cr MrsEn 'm amwb'�wtlb"*!?tome Accepmaee No • 07 By O� oo "c3 � • •� �aavcw £ngr. JAVAO AM—#Z— CML 6 a_ CML 1 iv d FIA 7N 582 a z u-bL;j drawing no. W11 -•08 5{ t of b WINDOW WIDTH y O 1 FALSE MUNTtNS OLOM� m d (SURFACE APPLIED) 01 MAY BE USED THESE WINDOWS ARE RATED FOR LARGE a SMALL MISSILE IMPACT. SHUTTERS TERS ARE NOT REQUIRED. a E90-GUARD SERIES_ -550 1 ALUA+U UM F=D WIND0g DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER o ,� tza Ii i� CHARTS SHOWN ON SHEETS 2. �r p r I = o ___ r l__ ____ APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDES g --- it - ��---- a N COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER " WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING HIS MIAMI--DADE COUNTY APPROVED MULLIONS IN BETWEEN, LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ______ __= WILL APPLY TO ENTIRE SYSTEM. .. o C3 l� �I • • ,_, • '� .0000 THIS PRODUCT 14A5 BEEN DESIGNED AND TESTED TO COMPLY +hflTH THE • • + � 3 REQUIREMENTS OF THE FLORIDA 8MOING CODE INCLUDING HIGH VELOCITY'• • • • •• HURRICANE ZONE (HVHZ). •••�•• O • •�••• WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 060000 LOADS TO THE STRUCTURE0000 • • ,:Pp ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON OETAILS, ANCHORS-0-0: X " .:0.. 10 1/2" EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR SR1tJV. .0 IL 0 t- 0000 MAX. 6" MAX. ANCHORING OR LOADING COMMONS NOT SHOWN IN THESE DETAILS ARE•• *0 if to;; as Sao:• HEAD HEAD/SILL NOT PART OF THIS APPROVAL �••0 z O.O"•1 rtr •0 SILL CORNERS A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY �• lZra*- 900t: • • ,U- ra TYPICAL ATION ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE.'••' : , � ^n ""0 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMN.Af2 MATERIALS SHALL MEET THE U P W 1/8" TEMP GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE. 3/8" AIR SPACE 1/8" HEAT STREN'0. GLASS 1/8" HEAT STREWD. GLASS 3/16" HEAT STREN'D. GLASS C3 D90" Intertoyer 090" Interlayer 090" Interloyer a . DuPont Butocite PVB DuPont Butocite PVB DuPont Butocite PVB = 6161 . Lav By 'Kuroroy Americo, Inc.' By 'Kuroray Americo, Inc.' By 'Kuroroy Americo, Inc.' c P y IR P. n 1/8" HEAT STREWD. GLASS 1/e" HEAT STREN'D, GLASS 3/16" HEAT STREN'0. GLASS MLQfl1JC3'RBVI.SED ys lb the 1.10d&SILICONE SILICONE SILICONE Bnt1d}aig'y n DOW CORNING 899 DOW CORNING 899 DOW CORNING 899 we go �. z w - :' .. S B 5 5 A Prodtta tMf o 0 0 0 SETTING BLOCKS AT 4.. =a IAM. GLASS AND INSUL. LAM. GLASS 7 7 NOTCH GLAZING BEAD LEG TO CLEAR BLOCKSlaw r i � r EW: JAVAD AHMMg CNIi FIA PE ?0592 ty� w GAN. 3$ , w AT 1/4 POINTS ON LITES !0 9 AT 1/4 POINTS 9 AT 1/4 POINTS ON LITES 23 201! c° WIDER THAN 36" ONLY ALL SIZES WIDER THAN 36" ONLY _ GLASS TYPE 'A°A' GLASS TYPE'AA' GLASS TYPE '13' drawing no. uv 1110 GLAZING OPOPTIONS / t; Ct '0 WINGN LOAD CAPACITY - PSP DEBIGN LOAD CAPACITY - PHF t l 0 \i 1PINDOIP Dt1A8. GL.Ats"4 TYPE `A! OLA88 TYPE AA aWGLMTYPE B' 8INH0'Pt' LOINS. GLASS TYPE 'A' GLUM TYTYPEAA G7a13S TYPB 1B, W � 0 VADTH (W) LENGTH (L) Exr.(+) INT.(-) EXT.(+) 1W.(-) Exr.(+) 1NQ-) WMTH (W) LENGM (L) rxL(+) INT.(-) EXT44) 1M:(-) acG(+) 1W.(-) i 30" 70.0 75.0 7011 75.0 70.0 75.0 26-1/2- 70.0 75.0 70.0 75.0 700 75.01 � W. 70.0 75.0 700 75.0 70.0 75.0 32" 70.0 75.0 70.0 75.0 70.0 75.0 42" 61.7 68.1 70.0 75.0 __70.0 75.0 37" 70.0 75,0 70.0 75.0 70.0 75.0 48" 48° x54.0 87.8 70.0 75.0 70.0 75.0 42" " 61.7 66.1 70.0 75,0 70.0 75.0 L 54" 54.0 87.8 700 75.0 70.0 75.0 48- -5/g 54.0 57.8 70.0 75.0 70.0 75.0 v 80- - 70.0 75.0 70.0 75.0 53-1/8" 51.2 54.8 70.0 ' 75.0 70.0 75.0 66' - - 700 75.0 70.0 75.0 56" - - 70.0 75.0 70.0 75A _ $ h 30" 70.0 7511 70.0 75.0 _ 70.0 75.0 80" - - 70.0 75.0 70.0 7$,0 36" 700 75.0 700 75.0 70.0 75.0 63 - - 70.0 75.0 70.0 75.0 $ 42" 61.7 66.1 70.0 75.0 70.0 75.0 26-1/2' 70.0 75.9 70.0 75.0 70.0 75.0 Q 4 '+ 48" 54" 54.0 57.8 70.0 75.0 70.0 75.0 1 32" 70.0 75.0 70.0 750 70.0 75.0 WIM AND LENGTH Di&OOONS CAN 8E ORIENTED � 54° -- - 68.9 73.8 88.9 73.8 37' 70.0 75.0 70.0 750 70.0 75A VE��Y OR HORIZONTALLY AS SHOWN ASOW. A �$ BO" - - 68.9 73.8 68.9 _ 73.8 42" 61.7 66.1 70.0 75.0 70.0 75.0 w z 66' - - 68.9 73.8 68.9 73.8 48' sr - - 70.0 _75.0 70.0 75.0 .1 W. 70.0 75.0 700 75.0 70.0 750 53-1/8" - -- 70.0 75.0 70.0 75.0 35" 70.0 75.0 70.0 75.0 70.0 75.0 56" - - 66.4 71.1 66.4 71.1 42" 61.7 68.1 70.0_ 75.0 70.0 75.0 SQ" - - 62.o 66.4 62.0 66.4 48" b 0" - - 70.0 w 75.0 700 750 63' - - 590 63.2 59.0 63.2 v -j 68.9 73.8 68.9 73.8 26-1 2" •••• / 70.0 75.o 70.0 75.0 70.0 75.0 60" - 62.0 65.4 62.0 66.4 M. 70.0 75.0 70.0 75.0 70.0 75.0 ••• O vl••• ••0 0• 66" - - 62.0 66.4 62.0 66.4 37" 76„ 70.0 75.0 70.0 75.0 70 0 , 75.0 •' ' z ;•. 0 3Q" 70.0 75.0 70.0 75.0 70.0 75.0 42' - _ - 70.0 75.0 70.0 75.0 ••• •• 3:: • y ••••• 36" 70.0 75.0 70.0 75.0 70.0 75.0 48" - - 70.0 750 70.0 75.0 6666•• `p W � • 6666• 42- " 61.7 66.1 70.0 75.0 70.0 7511 53-1/8" - -- 70.0 75.0 7011 75.0 ••• •• 00000• 48' - - _ 70.0 75.0 70.0 75.0 26-1/2" 70.0 75.0 70.0 750 70.0 75.0 �'- O1 • • 88.9 73.8 - 68.9 73.8 32- 70.0 75.0 700 75.0 70.0 75.0 0.0.0 6 3• r7 a, •••• 60" - - 62.0 66.4 62.0 66.4 37- " - - 70.0 750 70.0 75.0 000000 ..... 30" 700 75.0 70.0 70.0 70.0 75.0 42" - - 70.0 750 70.0 _ 75.0 • • 00000 36" 70.0 75.0 70.0 '- 75.0 70.0 75.0 48" - - 70.0 75.0 70.0 75.0 • • O • • • • • J �„ 6060•• 42" 72" - - 70.0 75.0 700 750 26-1/2- 70.0 75.0 _ 70.0 75.0 70.0 75.0 0• 6 +t3 9-� � • • 48- - - 70.0 7511 70.0 75.0 32" 700 75.0 70.0 750 70.0 75.0 v 84" - - 68.9 73.8 68.9 73.8 37" 84" - - 70.0 75.0 70.0 75.0 30" 70.0 75.0 70.0 75.0 70.0 75.0 42" - - 70.0 75.0 70.0 75.0 38- 78' 700 75.0 700 75.0 70.0 730 48" - - 70.0 750 70.0 75.0 42" - 70.0 75.0 70.0 75.0 26-1/2" 70.0 75.0 70.0 75.0 70.0 75.0 48' 1 70.0 75.0 700 75.0 32" 90- - 70.0 75.0 70.0 75.0 a r 30" 70.0 75.0 70.0 75.0 70.0 75.0 37' - - 70.0 750 70.0 75.0 R 9 36- 84„ - - 70.0 75.0 70.0 75.0 42- - - 70.0 750 70.0 75.0 o 42' - - 70.0 75.0 70.0 75.0 26-1/2- 70.0 75.0 70.0 75.0 70.0 75.0 48" - - 70.0 750 7011 75.0 32" - - 70.0 75 0 70.0 75.a F'I3®1 MT R$YS8t1 96" es canlptytng wUbO►o piottdm 30° 70.0 75.0 MO 75.0 70.0 75.0 37' - - 70.0 750 70.0 75.0 Httltdtng Code o 36- 90" - - 70.0 75.0 70.0 75.0 42- - - 70.0 75.0 70.0 75.0 A NoDOW 42 - - 70.0 75.0 70.0 75.0 p �° 30" " - - 700 75.0 70.0 750 BY Ptcdu�C idrat ro b a m � � 36" 9fi - - 70.0 75,0 70.0 75.0 `' b 42" - - 70.0 75.0 70.0 75.0 MOTE: Enge: 3AVAD AHMAD q _p GLASS CAPACITIES ON THIS SHEET ARE FLA. Pe#7092 .v BASED ON ASTM E1300-09 (3 SEC. GUSTS). CAN. 539 ui r- drawing no. SUN 3 2015 Wil -101 (sheet 2 of 6 I TYPICAL ANCHORS iBY SEE ELEV. ! 9 WOOD 9= F FOR SPAMG META! EW_ DIST. o a v e EDGE DS STRUCTURE MIAMI-DADE COUNTY APPROVED i � .*• d . 4 ° A d I- s d , d EDGE DIST. MULLION & MULLION MCHORS a Z n $ a Q t SEE SEPARATE NOA i `•a` .. .. :3...i• ;'s.r...y:i EDGEINST. vt r ► r 3 t 1 All all t 4m a TYPICAL ANCHORS TYPICAL ANCHORS Tit';PICAL ANCHORS � ?� t 2 SEE ELEV. SEE ELEV. �i_�l EE ELEV. t FOR SPACING FOR SPACING FOR SPACING t u fl 11 L t WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS SEE ELEV. FOR SPACING J 'j L i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I/4" DIA. MR&= BY 'ELCO' (Fu=177 KSI. Fy=155 i(SI) � Uj t t AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES z ". r. 1=1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) : ••• 3 "• •••:• tr t p; it THRU 1BY BUCKS INTO CONC. OR MASONRY 0000.. X a: `` 000:0 ® ri ► 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ••• •• i co • Oh. 4- pI 0060• O+ 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) •••••• • 04 t! t I DIRECTLY INTO CONC. OR MASONRY 0000.: te c 0;0 0 0 TE {HEAD/SILL) L i 1-1/4" MIN. EMBED INTO CONCRETE , t i .. .. 0000. u rr 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ••.•.• •' " �r ,J14 SMS OR SELF DRILI,M SCREWS (TRADE 2 CRS) •0 0 V"eu .J 0.0: �t rL INTO METAL STRUCTURES • � t �� � ••''' r STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 'r ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) t ;t (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ri �t it (GRADE 2 CRS) INTO MIAMI-•OADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') a o 2 �t r' (NO SHIM SPACE) 1 BY JYPM EDGE01_ STAB z wOOD tiuCK INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. ( $ ) i INTO METAL STRUCTURE = 3/4" MIN. c ° a WOOD AT HEAD. SILL OR JAMBS SG 0.83 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc m 3000 PSI MIN. ° amu o 6 C-•90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS fan m 2000 PSI MIN. ' a a a —� Engr: JAYAD AHMAD n a e da �8'4 s CIVIL FLA. PE 70592 C.A.N. 35 S. .d. 9 a d a d `� c e o v PRODUCTFtEV EW a & r TYPICAL ANCHORS TYPICAL ANPH as yh*wtda the F ' F3u1(mme oda a r SEE ELEV. v SEE ELEV. AMa � ® 1 drawing no. ^ FOR SPACING FOR SPACING Exk1ftmdData EDGE DIST. L EDGE DIST. � Itl 2015VV 1 I —10 �- -_- - Null platiuct sheet 3 Of 6 1/4" MAX. A 1 1/4" MAX. SHIMS 1/4" MAX. SHIM tSHIM � DUCK R g d. TYRCAL ANCHORS 4 2 TYPICAL ANCHORS SEE ELEV. 4.o SEE ELEV. FOR SPACING 4., FOR SPACBJG 1 1/2" nI;e 0 W ---------_- - _ - "M ;t a TYPICAL ANCHORS r17E g EXTERIOR SEE ELEV. METAL 1 v FOR SPACING STRUCTURE D.L. OPG. .JJ w WAN WDM 1 • • • •qcc);g I11 MIAMI--ADE COUNTY •••••• v �•••i j ••••• APPROVED MULLION •••••• moi$4' •••••• SEE SEFARATE MA TYPICAL ANCHORS •••••• 4 SEE ELEV. FOR SPACING • • O 'R •0 0• Ln .. W _ r C PROI)tjcT E1:1 vom z es*=vjybtg vft the Floato EXTERIOR BunftsCbde p(7.' . W94M WIDTH WINDOW WIDTH A lla�la ��2�• -�BY �y .vik {Wuct .�gypp rL R W V Q a Engr: JAVAO AHMAD m Q • CML F PE 92 CAM. e t - drawing no. W1 '1 -10 JUN 2 3 2015 sheet 4 of 6 4 w EDGE DIST. METAL STRUCTURE EDGE � Few O TYPICAL ANCHORS DIST. MIAMI–DAVE COUNTY APPROVED f MULlIOP! & MULLION ANCHORS m A q SEE ELEV. FOR SPACING ? 3• > -• .. n a v SEE SEPARATE NOA w EDGE a • �' ° a• DIST. }� �. ALT. w rL aa� F- T VICAL ANCHORS C TYWCAL ANCHORS SEE ELM + SEE ELEV. FOR SPACING FOR SPACING —� • .. lo �.. Osseo* . .. ..... x • +0 F .... cn� .ee* 0.000* N feces 1/4' MAX. •0900• Z0 • • • • • 3 ao e rS}� ALT. 0 • ?� .. •e•** 8 * • j •TYPICAL ANCHORS • • Q v •••••SEE ELEV. FOR SPACINGob30)a d ' n b qV 11/4tl TYPICAL ANCHORS SEE ELEV. FOR SPACING Q i Up LL os ccop tft {[►QIPFj2 a • " •p Hilff�ingt7Od0 m Aecepfero No 4Q1 Do C ofA 4 P�Odmct OMrw a o+ ALT. i1 gaBY mno • ¢ W INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr. JAVAD AHMAD Cry FLA. PE 70592 v ... C.A.N. 353E Ds � • ° JU / .205 drawing no. EDGE DIST. w 1 i — C� sheet 5 (f g 3,001 750 fIZM PART QUUMTY DESCRIPTION MATERIAL MAHA./RUPII'LL!>R/RXMARKS � �U �2' 1 E503 4 FRAME WM/S1U/JAMB 6063-T6 - __ Q 2 E504 4 SNAP COVER 8083-TS - 3 FY109 AS READ. OLA NG BEAD (7/16'LAM. GLASS) 6063-T6 z 3A E505 AS READ. GLAZING BEAD (INSIIt.. LAM. CLASS) 6063-T8 - 38 FY108 AS READ. CIAZWO BEAD (5/16° LAM. CLASS) 6063-T8 - 3,094 4 #10 X 1-i/4- 3/ CORNER ASSEMBLY SCRM - - 082 2.578 5 E203 AS REM CLAZWG BEAD BULB, DUROMETER 85 SANTQPR£NE UL1TiAFAB C U 8 ' PSJ40-SS 2/ CORNER FRAME CORNER KEY ST. STEEL TMP 7 , FLB-50 - CLASS SPACER_- 1/8. 16tH SILICONE FRANK LOWE 6 i FY120 AS REOM FU)SH FRAME ADAPTER 6063-T6 OPTIONAL. I 9 ti - AS REQD. SETTING BLOCK. 3/16" X 3/4' X 4" LONG EPOM DUROMETER 80*5 SHORE A Vv .719 10 - - 114M. GLASS EDGE SPACER ST. STEEL cAROtNAL XL 1.644 SEALANT: as O FRAME HEAD/SILL/JAMB ALL JOINTS AND FRAME CONNECTIONS SEALED WITH W i SCHNEE—MOREHEAD SM5504 SEAM SEALER91 . 1 r 050 ----� r. .452 8 L1.287J3t " • fa • • .Z ••• • ••• • t / SNAP COVER f •••• i $ s• . •• K10,00 .384 ` •••• r` �A 4`, • t I •• •• �_• (y ••••• 803 .050 �/ •••••• Q ZZ. •• Ln 1.047 ,,, GLAZING BEAD (7/16" LAM. GLASS) 2.888 r 1 �•130 .062 I m w O of5 803 �$ R ro .045 .769 ' c 6 TRODLTCTi`ltd m0 a �1.172J 2.611 , as CGT*yb%with ft Florida $ + FLUSH FRAME ADAPTER GLAZING BEAD (fNSUL. LAM. GLASS) 8 Avt ta�ceNo Iwot Doe ap�� 13Y y oo "ro 9..750 all 1iM ltaIgl iFT ¢ m c> a 519 493 f - ow- JAV AHMA13 0 803 .045 CML a 1.750 FLA. PE 70592 0 CA1�. 38 1.047 i� ,�-^�, hJwL±'j P � .493 /� rowing no. FRAME coR�t=1� ' 1 W1 1 —1 a O GLAZING BEAD (5/16" LAM. GLASS) s' CORNER KEY (sheet 6 of 6