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WS-16-560 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shone,FL Phone:(305)785-2204 Fax: (305)7568972 Inspection Number: INSP-253856 Permit Number WS_34 6-560 - -- _ -. Scheduled Inspection Date:August 15,2016 Permit Type: WindowstShutters Inspect Mesa,Michel Inspection Type:. Final Owner: Work Classification: Window/Door Replacement Job Address:_10114 NE 91 Terrace Miami Shone,;FL 33138- Phone Number } - 1 Parcel Number 1132050010380 Project <,NONE>__ Contractor. ABL CONTRACTOR CORP__- Phone:(786)718-8935 Building Commend NEW 14 WINDOWS AND 2 IMPACT DOORS. mmen ,NSPWM MMMENTSFalse Insp Comments Passed _ f✓ Failed El Correction - Needed Re-inspection Fee No Additional Imape tns can be scheduled until re4nepecom fee Is paid l� For I�pectione please calk(305)762.4848 _._... . _. /gust 12,2016 Page 3 of 36 I i `' /moi •� — _ i Shores Village ` � ` • ' I —VI &ft N &V% JUN 16 2016 R N i ing Department 2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No.III!;-- d-lea "S6® PERMIT APPLICATION Sub Permit No. r,kU t6-- ❑BUILDING ❑ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I c2 cl!/ /y I T RR City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: // Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): WQd// kc>&JQ a `�h f2/Ze S LLC. Phone#: �o S- 3G 11/40 Address: 7'�Z Ga /&/Y U��PAcl I v.2 City: 6CjAa a-acinn. State:FL- Zip: 3314y Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: bL ,0 twG_0A C..C7ttl-_> Phone#: Address: AIW City: i° � // State: L Zip: 3 31 2 S Qualifier Name: _,A �`t I�01r/5v Phone#: :7 g6' 7/�>- °/n/3 5 State Certification or Registration#: C 6 6 % S Z 3/1 Z. Certificate of Competency#• DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:I/F_W S eciffy color of"color thru We:L__ Submittal Fee$ Perm Fee$ �w- ® CCF$ CO/CC$° Scanning Fee$ s � __ Rado Fee$ ° �' '` "`°"' Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ "'(�• G� (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 an reinspection fee will be charged. Signature Signature OWNER or AGE 0N-3AACTOR The foregoing instrument was ac owledged before me this The foregoing instrument was acknowledged before me this (!D day of JUI'le .20 I_,by _ ltp day of J(Ano .20 p by CA l riffOR .who is personally known to Abc i /4SI=Dnso who is personally known to me or who has produced Ei ()QI yE-ME QC•- as me or who has produced EL�1%El�9 r C . as identification and w did take an oath. identification and o'giid take an oath. NOTARYPUBLI NOTARY P f Sign:_ Sign c L�0" Print: Print: '-(1A.JE 0At Seale Seal: +p' •,NtI CAMPBELL t , YINET Notary Public State 01 Flmbfi �% NOtaty Public.State of Flom 'r My Comm Excites Oct 30.2010 »•z r mm Expires Oat 30.2019 **************** .. ***L► #+FF /8495** ******************* i* 01nrM'�d�h*#*4* '8+f99** {� • om try"\N 9, yy ss��,,OP� �fQttiN\ .APPROVED BY, Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r jos /IOr,i( 1V7 v tem A,A)(zCe5 : ,Am i'S+cd(tel P -IN v�iNuoW R, awaov*Sv R vi o Naticf�-sem! �C,f►SS ASt� 2 M �! ? cSSunssu�2� Acn1(J�A C� y �sr ,C Tjpr-1siw Iry 1 7y ) SO S d 4-0 leo H�K.(o 0S•4 A v' wk ZI-ok 61 NOWIn Am 4 t1k &AL , 6 X 5(7 � Z u 4.6 L N X 50 ; LAI 8 x �u�& 1 .A kA t1f 152. -.� 10 37 t X 3,1 %A 15 x 14 C 15' M 70 4,5--Ob 03 . 13 '1 I9 1 • • •• s • • • • r7 carNY AAW 22 •• •• •• • t -- • •.• .. . AUNINU DEPT. LDG DEPT • • • • • . e ,� • • •.• . • e UBJECT I O CCM1dPL{fi aCE 1M7N ALL FEUE Z� • ° •• • ' f •• TATE ANO c;GUf i Y ri '.ZS AND REGULATI CJS Zg 4 MIAMI• MIAMI DADE 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)315-209 _NOTICE OF ACCEPTANCE {NOA) www miamidadegov/econopiv_ Ego Window Systems,LLC ' 91.14 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 area 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. RfR 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 200"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMUM.Drawing No.W09-12,titled"Eco-Gu4rd Series 200 Alum.Horiz.Rolling waw.(L.M.I.r sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15,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 Seo#on. 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, modellseries, 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 aft 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. N any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall bp.pjq%idgd•to the user b�+ the manufacturer or its distributors•and shall be available for inspection at the lob site�at'"X104 of ee Building Official. This NOA revises NOA#14-0317.01 and consists of this paM Ladd mvid*tb pigs E-1,&2 and E-3,as Well as approval document mentioned above. .. . . .. . . . .. The submitted documentatign was reviewed by Manuel Perez,P.E. . . ... . ... . . . . . . . . . . . . •• '• !• ' NOA No.I5-0728.05 •. .. " %Ipilation Date: May 27,2019 ` Approval Date: September 03,2015 .114 ••• • • • • ••• • Pagel • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• : S Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#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 E dated 07/15/15, 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 single hung 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 upder previous NOA#14-031 7.01) 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 24113.2.1,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 ReportNo.HETI-Qg-2226B,dated 01/15/09,signed and sealed by Candida 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. .. 0% . . . . .. (Submitted under NOA#09-0312.04) .. ... .. . . . .. .., �, Manue er P.E. • ' ' ;PVoduct Con 1 Ex er •• •• '• • NOA No. -0728.05 •%xpitation Date: May 27,2019 Approval Date: September 03,2015 ga. . . ... . . . . . . . . . . . ... . . . ... . . Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBAGTTED B. TESTS icon wuFa> 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 24113.2.1,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 01/15109,signed and sealed by Candido F.Font, P.E. (Submitted tauter NOA#09-•0312.08) 6. Test reports on: l)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-082228B,dated 01/15/09,signed and pled by Candido F.Font, P.E. (Submitted under tfOA#09-031208) 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.BE T14)8-2229,,dated 01115/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1)Large Missile Impact Test per IFBC,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.IIETI-q8 2230A,dated 01/15/09,sigged and sealed by Candido F.Font, P.E. (Submined under NDA#09-0312.08) 9. Test reports on. l)Large Missile Impact Test per VBC,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.RE TI-08-2230B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. .. ... . . . . .. (SubmWed under NOA#09 0312.00 ••; ; ; ; ; ; .. ... .. . .. ... Manuel P P.E. 0 00 • ; �roduct control er •• •• •• • • NOA No.1 728.05 ••• '• ••• '• ••Exp3t atlon Date: May 27,2019 ApprovalDate: September 03,2015 ... . . . . . . . . . . . .. 0 • 0 00 . .. .. Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 511' Edition(2014),dated 07/08/15,prepared by Al-Farooq Corporation,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 "ButaciteS PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlasO(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 5a'Edition(2014),and of no financial interest,July 8,2015,signed and sealed by Javad Ahmad,P.E. G. OTHER. 1. Notice of Acceptance No. 1434317.01,issued to Eco Window Systems,LLC for their Series`Eco-Guard 700"Aluminum Horizontal Rolling Window—L.M.I.",approved on 04/10/14 and expiring on 05/27/14. .. ... . . . . . .. . .. . . . . ... . . ... . ... . Manuela P.E. 14roduct Co a I miner •• ;. •; ;• • NOA No. 5-072¢.05 • •• • ••Upfration Date: May 27,2019 Approval Date: September 03,2015 0 .•. 72• ,,,' {2))ANCHDRS AT MM STILE ENDS IVP. � V WINDOW WIDTH W H (4)ANCHORS FMQ06 FOR SUIS AND LOADS MARKED WQN ON SW 2 ONLY 3,/2'MAX. 4' m 3,/Y MAX. 10F�8A/D8�'MAX. 4' -5�t a UOISV� 3• 3 4 • _t==4_ _'____ _ _ _=__ _ i 3 i J (MRAII APPLE) 31 1/4' 32 3/4' FALSE 32 CFG. AYD LOPGD.L.OPO. MAY BE D.L DJ-OPO. 38 3/8• 38 7/8' ECO—GUARD S .RI S-200 �^ 7YPICAI_. ELEVATIONS VENT WIDTH ALUMINUM HOMONTA1_. HOLNG WINDOIP i• • • •••• • •• DESIGN LOAD RATINGS FOR THESE WNL TO BE AS PER 3li • •• • • • CHARTS SHOWN ON SHEENS 2. • MM WINDOWS ARG RATED ft 1ARGIg& SMALL MISSILE IMPACT. APPROVAL APPLIES 70 SINGLE UNITS OR SIDE BY SIDE 3 Z •• • UITETSIIT1TeREQUIREO' TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER .E WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING • EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 8 • • • W MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. w • • •••••• LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL •• *0* • •• •• •• ,/8'HFAT STREN'0.GLASS WILL APPLY TO ENTIRE SYSTEM. • ••• 0000 000000 8/18•AIR SPACE • • TENS PRODUCT HAS BEEN pESIOt.ED AND TESTED TO COMPLY WITH THE 00•• 1/8•HEAT STRENID GLASS o*** ,/8•HEAT STREN'D. CRASS 1/8'HEAT SWO.GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDNO HIGH VELOCITY N•••• • • HURRICANE ZONE OMM. m • • 0•• •• *set 08 Me pr wow BUCKS By OT�MUST BE ANCHORED PROPERLY TO TRANSFER B o • B7'Pira 7 Anuft.••'•••• By'K—nW America,Aro.' By'Kamm Ama,GG.Ina' LOADS 70 THE STILI 9 •.• •• • :�OBE AS LISTED.SPACM AS SHON DETAILS.ANCHRS I HEAT STRO"tt"• ,/8°HEAT SIM-0.MASS 1/8"HEAT STREft GLASS EMBEDMENT SHALLANCHORS BASE MATERIAL SHAD BE BEYOOND WALL SING OR OSTUCCO. $ •• ••• SIU00NE• •• saxxw CARDIN&XL ANCHORING OR LOADING CONDITIONS NOT SHOWN N THESE DETAILS ARE ••• ••Do SOS GE QDOW E 0 2000 899 EDGE SPACER STEEL NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. y� DOW�8 ALL SHIMS TO BE HIGH IMPACT,NON-METAWLE. C AND NON-COMPRESSIB 1y TG m w 2S E INCLUDING SLIT ST LINKED TO M AL SCREWS.THAT CO�INTEAEFIE� K41MTT THE REQUIREMENTS OF THE FLORIDA OTHERANO COD $j$j CML FTr� A �, ® 9awttA FTstibl }Y to , Code A ,BdMhDapt 39 a is' AT 1/4 POINTS ON LITES AT 1/4 POINTS ON UTES AT 1//4 POINTS AT gy WIDM THAN 30'ONLY Wimm 7"38'ONLY ALL SIZFS INA.GLASS NO INSUL IAM.GLASS Mime 4mwbv no. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'c' NOTCH GLAZING SE"D LES 70 CLEAR BLOCKS 2015 11V08-12 MAMIG OPTIONS .heat 1 oT DffiON IAAD CAPACITY-PSY(XO,OX OR XX 1828.4) DRSIGN LOAD CAPACITY- PSI+ (XOX SIZES) DBBION LOAD CAPACITY - PSF(XOX SIM) 1/0"M. 1RTH RBINF. W/o mm. wm RIM. W/o BEINP. wm RIM, � au"TYPE a1As TYPE a=TYPB aLm TYPE GLTYPE Gum TGum TYPE QUM TYPE' MAN TYPB 4YP8 g WINDOW DIMS. A - 'A' B'' C' WINDOW DIM9. A .A' 'B' 'C WINDOW Dw. A 'L' - B' 'e' Z %WTH KWHT EXT.(+) OJT.(-) EXT.(+) W.(-) EXT.(+) INL(-) WmTH IHEIGHT EXT.(+) NT.(-) EXC(+)IMT.(-) Vff.(+) INT.(-) WmTH ItEmtiT EXT.(+) IMT4-) EXT.(+) INT.(-) EXC(+) OJT.(-) k $$ 28-1/2' 4 70.0 80.0 BOA 80.0 70.0 BOA 74• 28, 9 70.0 80.0 80.0 80.0 70.0 80.0 74• �, 9 70.0 80.0 80.0 Sao 70.0 80.0 37' 28' 4 70.0 80.0 8110 9110 70.0 B.O 108-1/4' (3) 12 70.0 80.0 80.0 80.0 70.0 80.0 108-1/4° (3) 12 70.0 80.0 80.0 804 70.0 80.0 83-1/8" (3) 8 70.0 80.0 80.0 80.0 70.0 80.0 111° 12 70A 80.0 80.0 00.0 70.0 80.0 111' 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 8 70.0 8110 80.0 OOA 70.0 80.0 74' 30-3/8' 0 70.0 80.0 8110 90.0 7110 80.0 74" 38-3/8' 8 70.0 8110 B.O 90.0 70.0 804 28-1/2• 4 70.0 80.0 8110 90.0 70.0 SMO 100-1/4' (4) 12 70.0 80.0 80.0 00.0 7oA 80.0 106-1/4° (4) 12 - - 80.0 90.0 70.0 80.0 a 37" 38-3/8' 4 70.0 80.0 BOA 90.0 70.0 80.0 Ill, 12 TO.O 80.0 80.0 8110 70.0 80.0 111' 12 - - 80A 90.0 70.0 80.0 8 70A 80.0 SU B0.0 70.0 80.0 74• 9 70.0 8t0.0 Bao SOA 70A 80.0 74" 50-3/8' B e Tao Bao Bao 90.0 TOA �.a 74" 8 70.0 80.0 8110 90A 70.0 80.0 t 1/4' 12 70.0 Bao 80A 90.0 7110 804 (8) I<. 28-1/2' 4 70.0 80.0 80.0 90.0 70.0 8110 111' 12 70.0 8110 $0.0 90A 7110 80.0 74' 83' '8117 9 7110 70.0 80.0 OOA 70.0 80.0 30-5/8 4 70A �.0 89.0 900 70A 80.0 74' 8 70A 70A 80.0 90.0 70.0 80.0 (8) ; -1� 8 70.0 80.0 80.0 90.0 70.0 80.0 108-1/4' � 12 70.0 7110 80.0 82.8 70A 80.0 72• 9 70.0 80.0 80.0 90.0 70A 00.0 7 B 70.0 $OA BOA 90.0 7mo 80A 111° 12 70.0 70A SMO 80.4 70.0 80.0 84" 24' 9 70.0 $0.0 80.0 00.0 70A 80.0 28-1/2' - 4 + 70.0 Bao 80A. .90.0 70A WA .72' 9 70.0 80.0 .80A .90.0 70.0 80.0 98' (3) 12 T0.0 80.0 60.0 90.0 70.0 80A 37° 83' 4 88A 77.8 SOX 904 70.0 MA B4' 24' 9 70.0 80.0 80.0 90.0 7" 80.0 1o8' 12 70.0 80.0 80.0 9110 70.0 SOA 53-1/8• (8) 8 70.0 70.0 80.0 oom 70.0 80.0 88' (3) 12 70.0 80.0 80A 00.0 70.0 8110 72' 9 70.0 80.0 80.0 90A 70.0 80A U 74° 8 70.0 7110 80.0 80.4 70.0 80.0 108' 12 70.0 80.0 BOA 00.0 70.0 80.0 84" 38' 9 no 80.0 8110 90.0 70.0 80.0 '24' 4 70.0 80.0 -SIM -00.0 70A 80A 72' 9 70.0 80A -80.0 -00.0 70.0 80.0 88' (4) 12 IMO 80A 90.0 20.0 70.0 rmA 38' 4 70.0 80.0 80.0 90.0 70A 80.0 84' 38' 9 70.0 80A 80.0 90.0 70.0 80.0 108' - - 80.0 90.0 70.0 SMO 48" 24" 8 70.0 8110 80.0 90.0 70.0 BOA 98" (4) 12 TOA SU 810.0 90.0 70.0 80.0 7Y � 9 70.0 80.0 80.0 90.0 70.0 80.0 80' 8 70.0 80.0 8110 00.0 70.0 80.0 Tar 12 70.0 80.0 80.0 90.0 70.0 80.0 84' (S) 9 70.0 70.0 80.0 90.0 70.0 80.0 �•; 7Y B 70.0 B0.0 80.0 90.0 70A 80.0 72" 9 70.0 80.0 BOA 90.0 70.0 80.0 98' 12 70.0 7110 80A 90.0 70.0 80.0 GI 24' 4 70.0 80.0 80.0 90.0 70.0 804 84' 48" 9 7" 00.0 80.0 Sam 70.0 80.0 72" 80' 9 70.0 70.0 80.0 90.0 70.0 80.0 38" 4 70.0 80.0 80.0 90.0 70.0 80.0 S8• (5) 12 7110 80.0 60.0 90.9 704 80.0 (8) gg M 48, 38' 8 70.0 80.0 80.0 90.0 70.0 80.0 lea' 12 70A Bao 80.0 9110 70.0 80.0 3�7 OM 80' •(4) •8 70.0 80.0 80.0 90.0 704 80.0 72" 9 7110 70.0 80.0 90.0 70M 80A A d NO. OF ANCHORS PER HEAD dt SILL L $$a () � N0. OF ANCHORS PER JAIdB �$)f • 72° • • -70.0 80.0r,8mo 9410 70.0 80.0 84' 80• 9 70A -70.0 BOA 90.0 70.0 8X1.0 #i� • •• 024• 4 70.09 (1p.0 90.0 70.0 80A 88" (8) 12 70.0 70.0 80.0 90.0 70.0 80.0 , • 038, 04 70.0 80.0 90.0 70.0 80.0 low' U 70.0 70.0 -80.0 87.8' 70.0 80.0 U�e • •• •48+ { 70.09 80A 90A 70.0 89A A m NO. OF ANCHORS PER HEAD 8: SILL I'I�7 �° ()• 8 70. 9o.0 Tao sem () a NO. OF ANCHORS PER JAMS (t/4Wj {1/2W) (1/4W) • 72' 8 70.0 80.0 Sao 70.0 8110 MAX,# LOAD FOR THESE SIZES IS -90.0 PSF •• • 24, AOO Ta 80.0 70A 80.0 WITH(4)ANCHORS AT MTG. STILE ENDS• •38• 70.5► dime 9110 7oA 9110• Y8i • • •�48° 70.0 80.0 90-0 70.0 smo ..80• 70.E 70.0 Bao �.0 Tao Sam • U/1 b/ U/3W} •72 70.0 80A 87.9 70A >0.0 �• • ; OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH A= Nd OF ANCHORS �& SILL •: 000 () :NO.4%ANCHORS oft 'XOX' •••• • LOAD-�FfO�RR THESE SIZES IS-90.0 PSF • WIT (4�WWRS AT MTG.SIO.E ENDS 9 9 • OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH GLASS CAPACITIES ON THIS SHEET ARE $e R f(S BASED ON ASTM E1300-09 (3 SEC. GUSTS) 'XOX' AND FLORIDA BUILDING COMMISSION j DECLARATORY STATEMENT DCA05-OEC-219 gg 4RtAD*000 PRODUCT REVISIM 3 es cmnpift wills 60 PIo1MS CA4.3516 suaft code X. LEFT ANO RIGHT VENTS TO BE OF EQUAL GLASS DIA WIDTHS ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE iIn p�� I OO 0 20.rig„ FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL $ 'XO OR OX' FOR STD. SILL (NO RISER) UMIT EXT.(+) LOADS TO 67.0 PSF M d ^9 "O• SEE SHEET 3 FOR DETAIL. W09-1 Z Sheet of 7 r f TYPICAL ANCHORS [, WDCO SLICK FOE ELEV. FOR SPACING ED6 DIST. METAL IVRE '.'.a e .:d a'a,' c• '\;,ayt-. .. • MIAMI-RADE COUNTY APPROVED H a•£ •EDCS.GIST:• EDGE DISI. . e <•,' SEE ARATEMWNUION ANCHORS N �; EDGE DIST. \ p 17 0 TYPICAL ANCHORS CAL t i S RS SEE ELEV. SEE ELEV.TYPI CHORS FOR ELEV. FOR SPACING FOR SPACING TYPICAL FOR SpgCpG 1 I WOW BUCKS AND METAL STRUCTURE NOT BY ECO WOW. O MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES: TWICAL ANCHORS: SEE FI.EY.FOR SPACING N y Wt = 3/8" X 2-1/4" WEEPHOLES AT EACH END t/4" DIA. LILTRACON I 'ELCO' (FU-177 KSI,FymtS5 KSI) AND 37" O.C. MAX. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES Sl 0 5E 1-1/2" MMI, PENETRATION INTO WOOD (HEAD/SILL/JAMBS) n S THRU 18Y BUCKS IWO CONC. OR MASONRY ALL JOINTS AND FRAME CONNECTIONS SEALED WITH " � �c JOINT SEALER. 1-1/4 MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN, EMBED INTO CONC, OR MASONRY (JAMBS) Z^ Ti • • •• • op DIRECTLY INTO CONC. OR MASONRY Z • • • • •••• • i 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) boo •• 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) WV oz • • • • • • • #14 cyg OR SELF DRILLING SCREWS (GRADE 2 CRS) *00000 • • INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 10 • • • i • 000* INTO METAL STRUCTURES •• • • • STEEL : 1/8* THK. MIN. (Fy = 36 KSI MIN. I oil •• i•• • 9 ALUMINUM : 1/8" THK. MIN. (8083-TS MIN. i• ••i • •• • • ' 4 t8 to (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED CR PAINTED) Rile i •• ••• • •• INTO CONCRETE AND MASONRY = 2-1/2" MIN. 211111 • • gga INTO WOOD STRUCTURE = 1" MIN. •i ••• :••• 1S •s • 13g a INTO METAL STRUCTURE = 3/4" MIN. • • cl ••i9i• W�y �g MOOD AT HEAD.SILL OR JAMBS SO- 0.55 MIN. 3 A N Fy CONCRETE AT HEAD,SILL OR JAM8S Po m 3000 PST MIN. p Li C-90 HOLLOW/FILLED NORMAL.WWII CMU AT JAMBS fm m 2000 PSI MIN. I I a a < � PROM=RHVISW .p ;'..'• �: •e.i da •_a'4 a `.•: I FIA.PE U70592 wgh8rot g i'. 0 201 0, I TYPICAL.ANCHORS ley. ITYPICAL ANCHORS y SEE ELEV. •°' SEE 8". D droving n0. FOR SPACING WOOD me MR SPACING W09-12 .E=DIST. EDGE DIST. sheet 3 of 7 t/saws La x 8 WOOD SUCKS :7 IYPICN.ANCHORS . TYPICAL ANCHORS 17 D•° SEE ELEV. FFtt SEE ELEV. e.. FOR SPACING FOR SPACING f •!• T' < STEEL REAo AL n 6 t 1 t 17 SEE SHEET 2 FOR CAPACITYWMM WIDTH � •00000 ••••• •• if• '' ; •• ••f .•• XO LAYO • •••• 0000 • • UT • • 00.00• 0 la .-. f0 • 1/4"MAX. •• •• 00 •• •• 1/4-MAX VENT WSITH VENT VAOTH SHIMS •••••• 0SS22 f SHIM D.L.OPO. O.L.OPO. • 0 • Ul WOOD • ° 0 f000• ••a 0• 2 9 7 • TYPICAL ANCHORS 0 0 EE a FOR SPACING •0,• QQ }��nA fit g$ y Itwo 0 O_ 7i 2 17 .:t 1 j4• z _ .- ---SCREEN OPT ----- N ---------- 4 11 t D.L.OPG. �S1 REINFORCING ; EXTERIOR SEE SHEET 2 FOR CAPACITY •••' TYPAL ANCHORS XO% LAYOUT r � SPACING VAALO-RADE COUNTY 6 APPROVED ARUM TYPICAL.ANCHORS SEE SEPARATE NCA SEE ELEV.FOR SPACING p @ N 10 CIVIL Gn 90��aa 1C¢$F �os�s a m V C W FTA PE�tYqB�B2 swsiPsoBtark• ,� CAM.'3838 1i�ldin3 C� - ____r_-SCjEEN MT. A oto V jj • J ZO1CJ By droving no. WIC Wm WINDOW W09-12 eh•et of 7 s EDGE DIST. MEIAL TYPICAL ANCHORS STRUCTURE EDGE MIAMI-DADE COUNTY APPROVED SEE ELEV• MULLION&MULUON ANCHORS FOR SPACINGOW SEE SEPARATE NGA M J e a•. `l I '.d. EDGE • s• ... I GIST. as A I ALT. • • • $� TYPICAL ANCHORS TYPICAL ANCHORS •••• i • SEE ELEV. SEE ELEV. ••• •u�. py�d}q� FOR SPACING FOR SPACING •••••• •••• •� eb • • • • • • • SRI •• l{)) •• 1/4'MAX. _ SKIMS ALT. p I TYPICAL ANCHORS SEE ELEV. W S FOR SPACING , 'A,A% d• SEE ELEV kCftVG O A •4 "A, • �soSs ALT. amncr INSTAT T.ATION DETAILS WITH FLUSH FRAME ADA R E'.—M�MAG PRADUCTRSVTSHD •8 FLA.PE i i05n •' v 1� O 2015 By drawing no. EDGE DIST. W09-12 sheet g of 7 s 1.087 n= PART B QUAN= DRBCBIPTION MATL3RIAi. MW./BDPPI�/REMARU 2.730---� 1� 1 FY201 1 FRAME HEAD 8083-T6 3/18' 1. 2 FY202 1 FRAME BILL 8083-T8 - .500 .715 1.4� J FY203 1 - SILL TRACK R4SERT 8083-TB - .813 iv 4 FY205 AS RECD. MOV.FRAME JAMB 8083-75 - 062 s FY101 AS READ. FOXED FRAME JAMB 808J-T8 1.718 3.248 .082 1.140 8 FY104 1/VENT mm MTG.RAIL sm-78 _ 12 11 7 FY-105 1/VERT VENT INTERLOCK 808.7-T8 8 FY208 1/VEM JAMB STILE 80&7-T8 N 9� VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/VENT TOP AND BOTTOM PAL 8083-T8 iy¢ij a .813 10 FY108 AS RECD. GL4ZING BEAD(LAM.GLASS) 8051-T8 2 a9S 819 .130 t0A FY110 AS RECD. GLAZ=SAD(ML L.LAM.CLASS) OW3-78 1� 1n4o t.e1a D;b 04 1.250 _�. f 11 - AS IffQD. REINFORCING BAR STEEL - •• SSSS .718 �,Fy .803 .oas 9D3 12 - AS ROOD. FADWOACINC BAR STEEL • •• O FRAME HEAD 13 FY204 AS RTEOD. AOD-O4 SILL RISER 8083-T8 !SE AJ RM. 7Z� • 2.248 14 FY206 4/VENT FUER HOUSING&WIDE CELCON 3 • •• 1.140 1.047 1.047 - {{OfBa�iii��ill • 1s FY209 2/VENT ROLLER BRASS •-••••• •• 1.140 1810 10 GLAZING BEADS �0 .18 ..FY2.1.0 2/VENT. ROLLER PIN ST.STEEL n•• 17 #8 X 1' AS RECD. FRAME/VENT ASSEMBLY SCREW$ CRS P SMS ••• •t 1.344 18 #8 X 3° 2/VENT FIX RAS.SBL SCREWS(BILL END) CRS JL:-STAT, V • • 913 19 W2318t AS RECO. FIN SEAL W'STFJ"NG - • • • -}' � A8 JAMB STILE 20 0300TISO AS-REOD. BULB SEAL 0-LON • • 21 E207 AS REOD. BULB SEAL SANTOPRENE AUROMETEIV w" N •• • f.OSB m 2'� 22 E203 . AS READ. GIA2MG BEAD RULE SAN'TOPREHf tILTRAFAB,DUROMETER +S � •• •• 3978 ,078 2.501 t' 23 FLO-50 AS READ. GLASS SPACER SILICONE • • 24 SL2C3P 2/VENT SWEEP LATCH - !ASSOC. • W • 25 /5 X 1/8 2/LATCH LATCH INET.SCREW ST.STEEL GN •••• •• 1.140 082 1.340 20 WA2L 2/WOW. WEEP VALVE - PREF ENG.PRODUCTS , to r 27 - 1/VENT 5/1w BOX SCREEN - •• G • '500 28 FY12C - FLESH FRAME ADAPTER 8083-TB OPTIONAL •• Z 1.344 29 - 2/UTE SETTING BLOCK EPOM WRLRMETER 80+5 SHORE A O z�., 2.750 �W MEETING RAIL �2 FRAME SILL W w 2.188-7 1.314 St 250 1.422 1.202C .340 .312 1.375 p SILL TRAM O FDTED MTG. RAIL 800 1.187 ^r b .790 •�°maw •� �"sus A82 � Oc mw Ow 2.780 2.812 2.8122.750 E"r. WM pRjoDUCTRBvmw d Jia g 2 FLA PTO 71892 o�wphthoptaid» �iC �3J .002 No g II 900 7� 874 .8 N 1 z9tt drawing no. 19tH 1988 .01 S W09-12 ®. MOV. FRAME JAMB O FIXED FRAME JAMB ® .FUSH FRAME ADAPTER Isheet 8 of 7 t 17 t7 •••••• •• • •• • FRAME IgE CORNER •••••• • •• •• •• g ••moi •• PENT TOP/BOTTOM CORNERS • • • • • 38 •••• Z 3� 3z o '1(3 • 44 Y4 �ssds FRAME BOTTOM CORNER FLA. , r70592B P mg9tl�oPlorWt ' gam AaepiavcoDMo ' 0 2015 ani:ns �e. ' F1XE0 MTG. RAIL CORNER 09 -1 2 sheet 7 of 7 i t Miami Shores Village , 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 t Phone: (305)795-2204 Expiration:09120/2016 Project Address Parcel Number Applicant 1094 NE 91 Terrace 1132050010380 WATERSEDGE SHORES LLC Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell WATERSEDGE SHORES LLC 1094 NE 91 Terrace (305)336-7100 MIAMI SHORES FL 33160-3313 72 GOLDEN BEACH Drive GOLDEN BEACH FL 33160- Contractor(s) Phone Cell Phone $ 15,000.00 Valuation: ABL CONTRACTOR CORP (786)718-9935 Total Sq Feet: 1500 Type of Work:NEW 14 WINDOWS AND 2 IMPACT DOORS. Available Inspections: No of Openings:16 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Fees Due Amount Pay Data Pay Type Amt Paid Amt Due CCF $9.00 Invoice# WS-3-16-58868 DBPR Fee $3.90 03/02/2016 Credit Card $50.00 $258.80 DCA Fee $3.90 Education Surcharge $3.00 03/24/2016 Credit Card $258.80 $0.00 Notary Fee $5.00 Permit Fee $280.00 Scanning Fee $12.00 Technology Fee $12.00 Total: $308.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information Is a c irate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-nam for to do the work stated. March 24,2016 Authorized Signature:Owner / Applicant / &bntoctor / Agent Date Building Department Copy March 24,2016 1 ` Miami Shores Village MEWED Building Department R,0 znjs n�1 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: �/ ��•`" \ " INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 ►Q BUILDING (waster Permit No. jAjg t PERMIT APPLICATION Sub Permit No.` ,Nj,6UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 4 0 V � 'T-1 (/Lt CQ. City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE:-L FFE: OWNER:Name(Fee Simple Titleholder):ln&r;Pi `>�D &-4 e>00 t�� `- t -C Phone#: Jo!!� ZU 9 7 D G Address: 11 "Z--- G'-,VL-2 Q- A A C-41<44- 6.21rV�A:� i City:&OL-,�,AZ"4 P>'C-A-C4+ State: Zip: Tenant/Lessee Name: Phone#: Email: $Q-y N-L 01LA( k-A A,-�o A-1 L- C,o►'0'� CONTRACTOR:Company Name: A-6 c CpyrRAC7ytz_f l Jeyg• Phone#: 25r6 41 0 9 7 3 S Address: Vyy NLk) (6 City: /-j,'7 1A M/ State _-FL Zip: 3'3 12 Qualifier Name: 44e e >e2 Lj-v Phone#: State Certification or Registration#: CrX /x231 2 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 1 rid 0 0 Square/Unear Footage of Work: 1l-w C) Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: W W)U W JJ M Toby Genoa III an-3"111111 91.41;to 01144.mw Vy Specify color of color thru tile: Submittal Fee$g� s C�—Permit Fee$ � CCF$ C1 �� CO/CC$ Scanning Fee$ (02 Radon Fee$ DBPR$ S'9 Q Notary$ ' v Technology Fee$ Training/Education Fee$ °� Double Fee$ Structural Reviews$ Bond$ 0 TOTAL FEE NOW DUE$ C 59 (Reowd02/24/2014) Bonding Company's Name(if applicable) r Bonding Company's Address ' City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 rein ection fee will be charged. n Signature Signature O NER or AGENT CONTR CTOR The foregoing instrument was acknowledged before me this The foregoing instru ent was acknowledged before me this _day of R�_-fxfl ,20 I1'n ,by n02 day ofn O �20 � .by AL i�, ��(r' hln�,who is personally known to I-� �.. F/q-t-m d�� _ Tf is ersonalllnly known to me or who has produced IL-I as me or who has produced B_ DVJ identification an who did take an oath. identification and who did take an oath. NOTARY PU C: NOTARY PUBLIC: Sign: Sign: Print: Print Seal: Seal: �tctt v Notary c':}t r..State of Florida ,.,.. _40 Sind,e atv raz • 11Ay(i Of! r.c5inr.CF 1567- APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) \ y J ABL CONTRACTOR CORP Date: C-)Zp F/ZO State of iel-t County of ,c1�� 41- GOBefore me this day personally appearedAI-J"14111--cwho,being duly sworn,deposes and says: That he or she will be the only person working on the project located at: i`-41* M r S+40 , -t"6 3313W Sworn to(or affirmed)and subscribed before me this 49 day of �6V2-u . 20-4�,by Personally know OR Produced Identification Type of Identification Produced t-�� v,IJ O(Off Print, ype or Stamp Name of Notary baa+ m te of Fiorkia FF 158780 18 ` Miami Shores Village MEWED Building Department R,0 znjs n�1 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: �/ ��•`" \ " INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 ►Q BUILDING (waster Permit No. jAjg t PERMIT APPLICATION Sub Permit No.` ,Nj,6UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 4 0 V � 'T-1 (/Lt CQ. City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE:-L FFE: OWNER:Name(Fee Simple Titleholder):ln&r;Pi `>�D &-4 e>00 t�� `- t -C Phone#: Jo!!� ZU 9 7 D G Address: 11 "Z--- G'-,VL-2 Q- A A C-41<44- 6.21rV�A:� i City:&OL-,�,AZ"4 P>'C-A-C4+ State: Zip: Tenant/Lessee Name: Phone#: Email: $Q-y N-L 01LA( k-A A,-�o A-1 L- C,o►'0'� CONTRACTOR:Company Name: A-6 c CpyrRAC7ytz_f l Jeyg• Phone#: 25r6 41 0 9 7 3 S Address: Vyy NLk) (6 City: /-j,'7 1A M/ State _-FL Zip: 3'3 12 Qualifier Name: 44e e >e2 Lj-v Phone#: State Certification or Registration#: CrX /x231 2 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 1 rid 0 0 Square/Unear Footage of Work: 1l-w C) Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: W W)U W JJ M Toby Genoa III an-3"111111 91.41;to 01144.mw Vy Specify color of color thru tile: Submittal Fee$g� s C�—Permit Fee$ � CCF$ C1 �� CO/CC$ Scanning Fee$ (02 Radon Fee$ DBPR$ S'9 Q Notary$ ' v Technology Fee$ Training/Education Fee$ °� Double Fee$ Structural Reviews$ Bond$ 0 TOTAL FEE NOW DUE$ C 59 (Reowd02/24/2014) Bonding Company's Name(if applicable) r Bonding Company's Address ' City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 rein ection fee will be charged. n Signature Signature O NER or AGENT CONTR CTOR The foregoing instrument was acknowledged before me this The foregoing instru ent was acknowledged before me this _day of R�_-fxfl ,20 I1'n ,by n02 day ofn O �20 � .by AL i�, ��(r' hln�,who is personally known to I-� �.. F/q-t-m d�� _ Tf is ersonalllnly known to me or who has produced IL-I as me or who has produced B_ DVJ identification an who did take an oath. identification and who did take an oath. NOTARY PU C: NOTARY PUBLIC: Sign: Sign: Print: Print Seal: Seal: �tctt v Notary c':}t r..State of Florida ,.,.. _40 Sind,e atv raz • 11Ay(i Of! r.c5inr.CF 1567- APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) \ y J ABL CONTRACTOR CORP Date: C-)Zp F/ZO State of iel-t County of ,c1�� 41- GOBefore me this day personally appearedAI-J"14111--cwho,being duly sworn,deposes and says: That he or she will be the only person working on the project located at: i`-41* M r S+40 , -t"6 3313W Sworn to(or affirmed)and subscribed before me this 49 day of �6V2-u . 20-4�,by Personally know OR Produced Identification Type of Identification Produced t-�� v,IJ O(Off Print, ype or Stamp Name of Notary baa+ m te of Fiorkia FF 158780 18 moll nal Miami Shores Village Building Department 1pRipA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if- 1. f:1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOLL ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: F + Owne State of Florida j County of Miami-Dade The foregoing was acknowledge before me this 117 day of By Se—v=q{'`h2ml- who is personally known to me or has produced Fl- r> identifi 7" Notary: SEAL: MST C181�1 ♦ My Com►.f ow a.3818 ••y C /if/13188 n. moll nal Miami Shores Village Building Department 1pRipA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if- 1. f:1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOLL ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: F + Owne State of Florida j County of Miami-Dade The foregoing was acknowledge before me this 117 day of By Se—v=q{'`h2ml- who is personally known to me or has produced Fl- r> identifi 7" Notary: SEAL: MST C181�1 ♦ My Com►.f ow a.3818 ••y C /if/13188 n. ` Miami Shores Village MEWED Building Department R,0 znjs n�1 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: �/ ��•`" \ " INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 ►Q BUILDING (waster Permit No. jAjg t PERMIT APPLICATION Sub Permit No.` ,Nj,6UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 4 0 V � 'T-1 (/Lt CQ. City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE:-L FFE: OWNER:Name(Fee Simple Titleholder):ln&r;Pi `>�D &-4 e>00 t�� `- t -C Phone#: Jo!!� ZU 9 7 D G Address: 11 "Z--- G'-,VL-2 Q- A A C-41<44- 6.21rV�A:� i City:&OL-,�,AZ"4 P>'C-A-C4+ State: Zip: Tenant/Lessee Name: Phone#: Email: $Q-y N-L 01LA( k-A A,-�o A-1 L- C,o►'0'� CONTRACTOR:Company Name: A-6 c CpyrRAC7ytz_f l Jeyg• Phone#: 25r6 41 0 9 7 3 S Address: Vyy NLk) (6 City: /-j,'7 1A M/ State _-FL Zip: 3'3 12 Qualifier Name: 44e e >e2 Lj-v Phone#: State Certification or Registration#: CrX /x231 2 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 1 rid 0 0 Square/Unear Footage of Work: 1l-w C) Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: W W)U W JJ M Toby Genoa III an-3"111111 91.41;to 01144.mw Vy Specify color of color thru tile: Submittal Fee$g� s C�—Permit Fee$ � CCF$ C1 �� CO/CC$ Scanning Fee$ (02 Radon Fee$ DBPR$ S'9 Q Notary$ ' v Technology Fee$ Training/Education Fee$ °� Double Fee$ Structural Reviews$ Bond$ 0 TOTAL FEE NOW DUE$ C 59 (Reowd02/24/2014) Bonding Company's Name(if applicable) r Bonding Company's Address ' City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 rein ection fee will be charged. n Signature Signature O NER or AGENT CONTR CTOR The foregoing instrument was acknowledged before me this The foregoing instru ent was acknowledged before me this _day of R�_-fxfl ,20 I1'n ,by n02 day ofn O �20 � .by AL i�, ��(r' hln�,who is personally known to I-� �.. F/q-t-m d�� _ Tf is ersonalllnly known to me or who has produced IL-I as me or who has produced B_ DVJ identification an who did take an oath. identification and who did take an oath. NOTARY PU C: NOTARY PUBLIC: Sign: Sign: Print: Print Seal: Seal: �tctt v Notary c':}t r..State of Florida ,.,.. _40 Sind,e atv raz • 11Ay(i Of! r.c5inr.CF 1567- APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) \ y J ABL CONTRACTOR CORP Date: C-)Zp F/ZO State of iel-t County of ,c1�� 41- GOBefore me this day personally appearedAI-J"14111--cwho,being duly sworn,deposes and says: That he or she will be the only person working on the project located at: i`-41* M r S+40 , -t"6 3313W Sworn to(or affirmed)and subscribed before me this 49 day of �6V2-u . 20-4�,by Personally know OR Produced Identification Type of Identification Produced t-�� v,IJ O(Off Print, ype or Stamp Name of Notary baa+ m te of Fiorkia FF 158780 18 Pro e 'Search Application-Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:3/2/2016 Property Information Folio: 11-3205-001-0380 Property Address: 1094 NE 91 TER '.• Miami Shores,FL 33138-3468 £'t Owner WATERSEDGE SHORES LLC Mailing Address 172 GODLEN BEACH DR GOLDEN BEACH,FL 33160 USA i Primary Zone 1100 SGL FAMILY-2301-2500 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY:1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,852 Sq.Ft Living Area 1,852 Sq.Ft Adjusted Area 1,747 Sq.Ft Taxable Value Information Lot Size 6,250 Sq.Ft 2015 2014 2013 Year Built 1959 County Assessment Information Exemption Value $0 $0 $0 Year 2015 2014 2013 Taxable Value $283,345 $257,587 $234,170 Land Value $190,500 $169,000 $114,000 School Board Building Value $121,591 $118,447 $118,447 Exemption Value $0 $0 $0 XF Value $1,701 $1,712 $1,723 Taxable Value 1 $313,792 $289,1591. $234,170 Market Value $313,792 $289,159 $234,170 City Assessed Value $283,345 $257,587 $234,170 Exemption Value $0 $0 $0 Taxable Value $283,345 $257,587 $234,170 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $0 $0 $0 Non-Homestead Cap lAssessment Reduction 1 $30,447 $31,572 Taxable Value $283,345 $257,5871 $234,170 Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). Sales Information Previous Price OR Book- Qualification Description Short Legal Description Sale Page WATERSEDGE PB 9-141 07/22/2015 $100 29712-3410 Corrective,tax or QCD;min LOT 12 BLK 2 consideration LOT SIZE 50.000 X 125 Financial inst or"In Lieu of OR 21058-3279 02 20031 06/17/2015 $418,000 29672-3566 Forclosure"stated COC 23705-4920 08 2005 6 Financial Inst or"In Lieu of 02/05/2015 $302,100 29495-4306 Forclosure"stated 08/01/2005 $595,000 23705-4920 Other disqualified The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govinfo/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 3/2/2016 Dbtail by Entity Name Page 1 of 2 '=ail F lµ £Sb� y£ljj 4E�ti7j h_ Detail by Entity Florida Limited Liability Company WATERSEDGE SHORES, LLC Filing Information Document Number L15000107597 FEI/EIN Number NONE Date Filed 06/19/2015 State FL Status ACTIVE Principal Address 172 GOLDEN BEACH DRIVE GOLDEN BEACH, FL 33160 Mailing Address 172 GOLDEN BEACH DRIVE GOLDEN BEACH, FL 33160 Registered Agent Name&Address HOWARD B. NADEL, P.A. 301 W HALLANDALE BEACH BLVD HALLANDALE BEACH, FL 33009 Authorized Person(s) Detail Name&Address Title MGR KANTOR, SEYMOUR 172 GOLDEN BEACH DRIVE GOLDEN BEACH, FL 33160 Title MGR KANTOR, JILL 172 GOLDEN BEACH DRIVE GOLDEN BEACH, FL 33160 Annual Reports No Annual Reports Filed http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 3/2/2016 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/2o16rn THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NaME Alejandro Moreno Best Rate-Insurance Exchange Of America PHONE (886 6160065 FAX No): (305)403-0801 8600 NW 17th Street E- IL brianQinstant uotesd(rect.Com INSURER AFFORDING COVERAGE MAIC# Miami FL 33126 INSURER A: PREFERRED CONTRACTOR'S ASSOC INSURED INSURER B ABL CONTRACTOR CORP INSURER C: 1840 NW 16 ST INSURER D: INSURER E: Miami FL 33125 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE A L B POLICY NUMBER POLICY EFF POLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RERTE15- CLAIMS-MADE FRI OCCUR PREMISES Eaaccurrence $ 50,000 MED EXP one person) $ 5,000 A PCIC5026-PCA538737-02 03/16/2016 03/16/2017 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 1,000,000 X POLICY F-1JECTT LOC PRODUCTS-COMP/OP AGG $ 1,000,000 N OTHER: $ AUTOMOBILE LIABILITY COMBINED I LE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS PE UMBRELLA LIAROCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILRY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory-NH) E.L.DISEASE-EA EMPLOYE $ If yesdescribe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more space is required) Contractor License Number CGC-1523112 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shore Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 N.E.2nd Ave. AUTHORL2ED REPRESENTATIVE Miami Shore,FL 33138 ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD i()g 4 tie �v tv rraCe >y)�Adt EWWS 33138 '1�(�I xSOs�B A f x ?AU4 -11R T rl. ��2X q)00 g50 �� 8o , t� ' x Y. r 36%z -sw DIP �. allliami Shores Village � x APPROVED BY DATE X ZONING DEPT L BLDG DEPT COP StJII.JLCT I0 COM11I IANCF WITH ALL FFDFRAL ;IAII AND( ()tJNTY IIIJI FS AND I"IMIll Al IONS X f3) 0 X50caN]'D00/2 36'12 x89 3 !xso .... •.•• ..... E ► Q 2 2016 J. Joe A05VW_ 40WAI(5 q4 ee.re YItV00WlooOR SCHEDULE WINDOWS r DOORS MUI.L.ION LIARS y�llavtll J�10�1 33 ?j� SPACING eocW&O.C. w1n oua Od72. _� RPtS�i,¢r� JV� Gc4s fiASJ'�N�/L # Siff , ��f A chd64TyP1�;//si2� NSA S�fE f' En/E2SiCL17� 4Nxsbr �! ygG 6r•� �-oyis o .4 1 TA %y b 4?c Z r y86 Z.� u ., a u )elms ►. �� 4 y I %icie 14 '�►XSU r � .r ►� N N �� • 0x% It So s a y a y 12 x3 3 x so 51f (A r, v • ••- • iOf • • • • • • • • THIS FORM SHALL BE S B • ALONQ WITH THE FLOOR PLAAI AND ALL PRODUCT APPROVALS. *"A MINIMUMOF TWO INSPECTIONS MAYBE REQUIRED 080 FRAMING-DURING THE INSTALLATION OF CONGEALED FASTENERS II FJNAL - AFTER ALL WORK IS COMPLETE. •• • • •• • • • • • Page 1 of 1 SITE SPECIFIC WINDLOAD CERTIFICATE AL-FAROOQ CORPORATION 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 T. 305.264.8100 1 F. 305.262.6978 1 www.afeeng.com alfarooq@afceng.com Project Number: 19028-1210 Date Requested: 2/16/2016 9:32:00 AM Client: javier perez Mailing Address: javier perez ibedca Contractors USA corp iberica Contractors USA corp 54ne 106st 54ne 106st miami shores, FL 33138 miami shores,FL 33138 Project Address: 1094 ne 91 terrace Job Name: Miami Shores FL 33138 Project Information Wind Load Analysis for components and cladding with Impact protection as per specification of ASCE 7-10&2014 Wind Speed 175 mph FBC. Risk Category 2 Building Classification Enclosed Design Wind Pressures (PSF) Exposure Category D Trib.Area(ft 2) Zone 4L Zone 5 Roof Type Sloped 10 1 +48.6 1 -52.7++48. -65.1 Mean Roof Height 15.00 it ZONE 4= d-10%OF LEAST HORIZONTAL DIMENSION Elevation of Opening 15.00 It ZONE 5r-1 HEIGHT'H'FOR SLOPED ROOF IS THE MEAN Least Horizontal Dimension N/A ROOF HEIGHT H General Calculations Directionality Factor(Kd) 0.85 Velocity Pressure Coefficient(Kh) 1.03 Velocity Pressure Coefficient(Kz) 1.03 Topographical Factor(Kzt) 1.00 d Valid Only with Engineer's Seal Velocity Pressure(Qh) 68.7 psf Velocity Pressure(Qz) 68.7 psf Gcp Zone 4 +1.00,-1.10 Gcp Zone 5 +1.00,-1.40 Notes: f 3 Based on data provided by the client. Ultimate wind speed �. 1 2016 used to determine velocity pressure. Ultimate loads ; •• •••• ...•.• converted to design loads as per 1609.1.5 of the FBC by •• . • 0.6 multiplication factor. ••.... •..•�; �• .... .... •..... ©2016,Copyright AI-Farooq Corporation '•• (EB)7#M 0 EB)X38 • ••• •••••• •••••• • 2716/2016 t i �• a M IAM I•DADE MIAMI-DADS 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 w .wwmiamidade.aov/economy ECO Windows Systems,LLC 9114 N.W.106'h 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 PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ): This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable ' ng code. This product is approved as descri Herein,and has on d 'geed to c ply with the Florida Building Code, including the High Velocity Hur . ane Zone. DESCRIPTION:Series 600 AI minum Outswiing ftmL.M.L APPROVAL DOCUMENT:D ving No.W12-08 Rev C,titled" ries 600 Alum Outswing Entrance Door (L.M.I.)",sheets 1 through 9 of 9(inc ive 7.1),prepared arooq Corporation,dated 02/13/12 and last revised on SEP 04,2015,signed and seal ad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2.See Single or Double Door DP ratings with sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The max door leaf width shall not to exceed 37".See locking options 1 &2 in sheet 7.1. 2. Laminated glass types Gt and G2 are limited to.090"Kurarary's Butacito PVB and glass type G3 is limited to Insulated laminated glass w/.090"Solutia interlayer. 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. Sege ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,F.loritl0,,and foliiowod by the....• expiration date may be displayed in advertising literature. If any portion of the NOA is cWsplAyed,then jt$hall be .' done in its entirety. .... 000000 •• INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturetor its distlib;Jors and:....: shall be available for inspection at the job site at the request of the Building Official. 0..•.• '9096• 00:0* • This NOA revises NOA#12-0402.03 and consists of this page 1 and evidence pages E-1;al ill as approval •�; • document mentioned above. '• •• •• 9999.. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. :";•; .' . . 40Alia•14 403.13,7 ••• % il71AM4D ,E uNTY ExpirA0911 ll�te: March 20,201C... $� RID Approval Date: Octolio M,2015 • '10to,X%4 .. •Page 1 ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.I)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file#12-0402.03) 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)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-3357,HETI-12-3358,HETI-124003,HETI-12-4003 and HETI-12-4027dated 03/16- 26/12,all signed and sealed by Rafael E.Droz-Seda,P.E. Note:The above referenced test reports have been revised by an addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Seda,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 2014(51 Edition), prepared by Al Farooq Corporation,dated June 02,2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc.(Former E.I.DuPont DeNemours&Co.,Inc.for the"Butacite®PVB interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)(former Solutia,Inc.)for the"Saflex:Saflex Clear&Color glass interlayer",expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51h Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 06/02/15,signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Seda,P.E. 0000 3. Lab compliance as part of the above referenced test report. • • 0000 0000.. G. OTHER • 1. This NOA revises NOA 412-0402.03,expiring 03/20/19. •••••' •"•" •••• • 0000.. � • 2. Test proposal,dated 10/14/11 and 02-21-12 approved by PERA. •• ••••• �.... •• M4 I.Chanda,.E. 090000 Pr"Gontrol Examiner .• • 90k No.15-0693.13 9.9.;9 Expiratiop Date: Mara1►2V OA19 9 0 Approval Bgtte:Oetobe*15A015 :*Soo: E-1 '..' 1/8'HEAT STREN'O. GLASS 3/16'HEAT STREWO.GLASS 090"Interloyor 080'Intefloyer N Butacite PVB Butocito PVB By'Kuraray America, Inc.' By 'Kurcroy America, Inc.' Z 3 1/8'HEAT STREN'D.GLASS 3/16"HEAT STREN'D.GLASS'„ SILICONE SILICONE 0 $ DOW CORNING 899 DOW CORNING 899 v 28 26 14 1 gggg� j J4 � � G SETTING BLACKS AT LAM.GLASS �j 0000 READ. FOR WIOTHS EXCEEDING 36"ONLY. ` L NOTCH OWING BEAD LEG TO S CLEAR BLOCKS $ GLASS TYPE 'G1' GLASS TYPE '02' 0 ,Uj m 1/8'TEMP.GLASS 5/18"AIR SPACE 1/8"HEAT STREN'D.GLASS W 090' Interlayer SaRex Clear And Color Glass W By'Eastman Chsmiool Co.' (Y c0 1/8"HEAT STREN'D.GLASS SILICONE ❑" DOW CORNING 899 Z li 26 ST. STEEL 3 z yt m_ METAL SPACERf3 0 d r3 m 15 \ \ WO>M � } o SERIES 600 I\ 1 3s � slucoNE ALUMINUM OUTSWING ENTRANCE p0 SETTING BLOCKS AT INSUL. LAM. GLASS STAND ALONE NE SINGLE SIDELITE SEE SHEET' 3. SINGLE AND DOUBLE ( LEAF DOORS SEE SHEET 2. _ NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS o ITS g SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. g LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' APPLY TO ENTIRE SYSTEM. PRO)DUCL't1LEMP DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION a01410•1ttklbe rih aeOtsgot RESISTANCE�j RiOi i E i AN• Btitiatlw Date- s �� t 4 N 0 O THIS PROBUCT HAS 88EN RINGNfiD MINGO NEDINO COMPLY WITH THE 11}1_�.. y REOUIREMEFAS OF RAa FtL19R1�4 8UIl91NG•GiOOE INO.UOING HIGH VELOCITY PiR*prodwCetthd HURRICANE•JAE jq*).• • • • • • • ABY OR 23Y WOOD BUCKS BY OTHERS, MUST B£ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHO S BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. CIVIL Engr. VAD Afi EMBE t�1 E MAXMAI.SHALL BE BEYOND WAYL ORESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FIA.PE i 70692 S ANCHt?IiltJy AN OR4LQADING C9INDITI&S:*T SHOWN INATH&E DETAILS ARE C '�SJB NOT P •OF'Ift AFM11% • • • • • • A LOAD•OURATION INCREASE IS USID IN OE�1pN�OF•N&ORS INTO WOOD ONLY. $ 4 2015 droving no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT W 1 Z—Oo. NT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMES OF THE FLORIDA BLDG. CODE. •• • • • • ••• • • sheet '{ of 9 • • •• •• • • • •• •• ••• • • • ••• • • 39 3/4'MAX. 76'MAX. 37 3/16'MAX. FRAME WIDTH FRAME WIDTH FRAME WIDTH *Y N HEAD SILL ANCHORS AT STILE ENDS O 12" (4)AT 3"O.C. 12" 12" �. MAX, MAX. ,1 Fi 1 �D � H /Is1LL HFAD/SILLHCONRS S� HEAD/SILL A CORNERS F ISL $ CORNERS SILL I lu lit / I ' LOCK OPTIONS LOCK OPTIONS ==_ 19 OR � � a(OPoN2 SHOWNoFTll w SEE SHEET 71 SEE SHEET 7.FOR DESCRIPTION DESCRIPTIAFOR Z4 It 8y{�zQU,J,Jay,•� 1Q]ff�7 Opr / II 1 II �T� �an110 I'AB G m \ / Z ACTIVE INACTIVE 1 ACTIVE R z I I i O�O SURFACE APPLIEDL m m U P E1 FALSE CE APS ED 26 15/18" SURFACE APPLIED SURFACE APPU.-.,// ltI m g o FALSE MUNTINS OR 26 15/18" 28 15/i8' FALSE MUN7INS OR32 3/4" DECORATIVE GRILL D,I„OPG, 10 v DECORATIVE GRILL O.L. OPG. O.L. OPG. 'e DECORATIVE GRILL a O MAY BE USED MAY BE USED MAY BE USED D.L. 37"MAX. 37'MAX. LEAF WIDTH LEAF WIDTH (X) (XX) (0) STAND ALONE SINGLE SIDEUTE o DOORS LOAD CAPACITY - PSF DOORS L0 ( SEE SHEET 3 FOR CAPACITY- PSR p SINGLE DOORS (X) ®� DOOR DIMS. IAMINATID)GLASS DOOR DIMS. TAMDIATID)LtNTGLASS (fCAME LEAF FRAME mobuCfREVV"" �11D1A• WIlfH HEINiT •°�i(+) • '(-) FRDN4TME TLVIoTN HEIEIGI�ET EXr.(+) INT.(-) wcm*wsxNkIke Rbrwb M 39-3/4' 3-7*41 J.O• 75A 78" 37' 98' 70.0 78.0plylr+^ '�•��' o m N t • • • • ••• E D•K� • 8 8 • • ; •• ••• ••• •.• • `O q 0 v •• _4y {tCwt{d GLASS D.L.O. DIMS. ci D.L.O. HEIGHT = FRAME HEIGHT - 11.125" E�9n JAVAO AtpWAO a ••• • • •• ••• • •O.L.O. WIDTH (X DOORS) m FRAME WIDTH - 12.813" FLA.PEEL 70592 g • • • • •. • • • I.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125')/2 CAN.3538 •i i• • • • • s • 8 S .. ••. .•. 000 •.• NOTE: x42015 NOTEGLASS CAPACITIES ON THIS SHEET ARE drawing no. EGRE:SS REQUIREMENTS TO BE REVIEWED BASED ON ASTM E1300-09 (3 SEC. GUSTS) W12_08 ••• BY BUILDING OFFICIAL. AND FLORIDA BUILDING COMMISSION • • • • ••• • • DECLARATORY STATEMENT DCA05-DEC-219 ahaei 2 of 9 DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY - PSF 148'MAX. �V 8 SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS TESTED FRAME WIN STAND MANE SO=SNEIITES SIDELITE SOEUTE SIDEUTE SIDELITE (SEE NOTE BELOW) AT STILE ENDS WAD&SILL ANCHORS N FRAME FRAME fl7TORCIOUT FRAME FRAME WI7NOUT WITH CLUSTER OF (4)AT 3"O.C. O j 1iIDlt1 HEMI REDVFORCING WIDTH HEIGHT REINFORCING REINFORCING 6' (4)ANCHORS INCHES INCHES EM.(+) IM7.(-) INCHES INCHES EXT.(+) INT.(-) EXT.(+) W.(-) AT HEAD/SILL 12° 24 70,0 75.0 24 70.0 75.0 70.0 75.0 5`MAX. 3` MAX 30 70.0 75A HEAD SILL F MILL �y 30 70.0 75.0 70.0 75.0 CORNERS 38 82 70.0 75.0 38 ffi 70.0 75A 70.0 750 �� ~�� 37 70.0 75.0 37 70.0 75.0 70.0 754 a 42 61.7 66.1 42 81.7 88.1 61.7 66.1 1 i 24 70.0 75.0 24 70.0 75.0 70.0 75.0 30 70.0 75.0 30 70.0 75.0 70.0 76.0 38 88 70.0 75.0 36 66 70.0 764 70.0 75.0 37 70.0 7SA 37 704 75.0 70.0 75.0 42 61.7 68.1 42 61.7 66.1 61.7 66.1 /11 24 70.0 75.0 24 70.0 7S0 70.0 75.0 30 92 69.a 69.6 30 92 69A 69.8 70.0 75A 36 64.1 64.1 36 64.1 64.1 70.0 75.0 p ====�t===== ==i1===== t 1 O = i� \ 37 83.5 83.3 37 63.3 63.3 70.0 75.0 c*r 24 63.3 63.3 24 63.3 63.3 70.0 75.0 / 1 j/ i i % j a 30 98 57.8 87.6 30 57.8_ $7.8 70.0 75.0 eo -) i( ii�/ i i 'o �� c 98 36 53.1 53.1 38 53.1 53.1 70.0 75A =----rr----- ---n----- I 1 / 37 52.4 52.4 37 52.4 52.4 70.0 75.0 tt \ tl W REINFORCING 11 \I' 1 1 K OPAO AS REGD. SEE CHART =__ ____ ___ ___= t t B1 OR/12 w u u\ t t CO 1 ) m S SHEET .1 n F DESCRI O H41 0Z ACTIVE .\ �n3 -3/4'MAX. (SINGLE) ��- m I3 SINGLE SIDEUTE YADTH SIDELITE WIDTH 78` MAX. (DOUBLE) SURFACE APPLIED W g + FALSE MUNTINS OR 32 3/4" 28 1S/18' 26 16/18° � DOOR FRAME WIDTH DECORATIVE GRILL D.L OPO. D.I. OPG. D.L.OPG. tO S MAY BE USED NOTE: 37' FamlicrRSVISEo 46 FOR DOORS CAPACITIES SEE SHEET 2. LEAF bmwkg� 140 FOR SIDELITE CAPACITIES SEE CHART ABOVE. 39 314"MAX.(SINGLE) SIDELITE FRAME WIDTH Aafpttete No 1O '{ a LOWER VALUES FROM DOOR OR SIDELITE CHART MAX 76 MAX. (DOUG) &W&ditON• �I WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT DOOR FRAME WIDTH ° (OXXO) � MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER FISC 2014 10 Sz4A �•d S'b�d'a i ••• i • •• g' ffi D.L.A. HEIGHT (DEELr4T*) • F1�FA�hS HI�TIGI4f� - 11.000" • D.L.O.•1(�DTH t O`• `i FIMLO -*.4.438" i�a m u •• ••• •• • • • •• N q Enn JNVAD AHMAD • ••• ••• • cpa • • • • • RA.PE 70592 •i i• • i • i i • •• i i NOTE: jj •• • • • ••• • GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS} 0 A 2015 drawing no. AND FLORIDA BUILDING COMMISSION W12-O8 DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • ahe•t 3 of 8 • •• •• • • • •• •• ••• • • • ••• • • PROPERLY SECURED 9/18"MIN. TYPICAL ANCHORS iBY WOOD BUCK OR WOOD SUCK v THROW BOLT EDGE DIST. SEE ELEVATIONS EDGE OIST. PENETRATION ("'� FOR SPACING •�; '.• WOOD STRUCTURE „-`'' EDGE DIST. SEE NOTE SHEET 1 MEIAL t� :'s:, " " a ,d.'' EDGE EDGE DIST. z 2s o � 18 �g S � TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS W SEE ELEVATIONS SEE ELEVATIONS SEE ELEVAMNS 7 FOR SPACING FOR SPACING FOR SPACING------------------- $ I1 MIAMI-DADS COUNTY APPROYE011 " D MULLION 11 SEE CUPSEPARATE N 1 i War I`--------- -------'I J U O LA Ci g GLAZING OPTIONS SEE SHEET 1 TYPICAL AN SEE ELEVATIONS FOR SPACING aD h s o O 18Y OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS a# MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER O oM m m c v I THEM TO THE BUILDING STRUCTURE. Z MICAT_. ANCHORS: SEE ELEV.FOR SPACING Q:to.. i/4" DIA, nTRACON ov r LD' (FU=177 KSI,Fy=155 KSI) W rnm INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU IBY BUCKS INTO CONC. OR MASONRY MAonUCrttEVISFA 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) Mae piyhlSwlOthe Fhwm% 1-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) Aeeepea�No te_06•�l D DIRECTLY INTO CONC. OR MASONRY o R 7A 7 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL)FLJI 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) CaI • I I I I 914 SMS OR SELE DRILLING SCRFWS (GRADE 2 CRS) • •�•• I. 1 • • INTO MIAMI--DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') • •i� i 2 INTO METAL STRUCTURES °•° ••• • •{• i• • ••• • 1 STEEL : 1/8" THK. MIN. (Fy m 36 KSI MIN.) • • ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) DOOR DETAILS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) H JTYPICAL EDGE DISTAN Engr.JAVAD AHMAO CAL • • t `` INTO CONCRETE AND MASONRY = 2-1/2" MIN. iossz S • • . •• ••,:.:•• ••'' I •.o, o• ..i INTO WOOD STRUCTURE - 1" MIN. k •• i i i i is ' •• INTO METAL STRUCTURE = 3/4" MIN. 1¢Nib •• EOGE•DIST. • •• ANCHORS S ELEVATIONS 1/2"MIN. FOR SPACING CONCRETE AT HEAD OR JAMBS SD o p$6 MIN. drawing no. THRROWPENETRABf L CONCRETE AT HEAD, SILL OR JAMBS Fc - 3000 PSI MIN. Wl 2-08 C-BO HOLLOWAILLED BLOCK AT JAMBS Pm -2000 PSI MIN. ••• • • • • ••• • • sheet 4 of g • •• •• • • • •• •• ••• • • • ••• • • 1/4'MAX. o 3 BOLTS t/a°MAX. SHIM AT STILE o c� SHIM �. . 18Y N TYPICAL ANCHORS - .WOOD SUCK SEE ELEV. 18 ACTIVE LEAF - ZO 3 FOR SPACINGr 28 24 a TYPICAL ANCHORS "S'•. SEE ELEV. $ h FOR SPACING EXTERIOR to a O.L.O. METAL STRUCTURE a SEE SPEC SHEET 4 37"MAX. LEAF WIDTH LOCK OPTIONS gf oR g2 38 3/4'MAX. (OPTION 2 SHOWN) SINGLE DOOR FRAME WIDTH FOR SHEET 7.1 FOR DESCRIPTIONV N 1/a"MAX. 1/4'MAX I CONCEALED FLUSH BOLTS CO fn LEVERS AT INSIDE FACE OFSTRE CONCEALED FLUSH BOLTS 28Y WOOD 8 TYPICAL ANCHORS '• LEVERS AT STILE FACE OR SEE ELEV.`!. �+! FOR SpaC 18 INACTIVE LEAF ACTIVE LEAF TE REI R3 w �VU/yii a^o 28 28 QX1; 'e' 24 - 0 p M 0 �W ' e Wwg O i 25TYPICAL ANCHORS 8 D.LO. t t 10 SEE ELEV. 18 D.L.O. FOR SPACING III LEAF YOM LOCK OPTION i2 EXTERIOR LEAF WIDTH g g 78' MAX. DOUBLE DOOR FRAME WIDTH $ PRODUc r R>rvino 2 POINT LOCK ASSEMBLY—\ POINT LOCK ASSEMBLY N cmwyla=whY 14t VN�rMa •• ••• • • • • • •• Ac cak I o a •1 o • i ••i i • i i i INACTIVE LEAF ACTIVE LEAF EaplrAft Date• • • ••• • • • f••• •• ! S • • •• IttCNt N Engn IAVAD MUM • ••• ••• • • • FLA,PE L2 g EXTERIOR Z�� drawing no. DOOR DETAILS W12—Q8 0:4 •• • • • • 0:0 • • LOCK OPTION i7 sheat $of 9 • •• •• • • • •• w• ••• • 0 0 000 0 • _ TYPICAL ANCHORS SEEAM FOR SPACINGNS 1/4"MAIL H 1/4"MAX. N .•EDGED ' SHIM 5 SHIM 18Y Z a O ••'S • '�1 :.' '. .WOOD BUCK TYPICAL.ANCHORS .. SEE ELEV. ::. FOR SPACING 18 O Y •.a2 4 \ ° Fr f7 a 2 SS£EI VANCFORS a Q B e 57 FOR SPACING W�Cff 14 EXTERIOR .,z. > u' D.L.O.METAL M�ii el S� SEE SPEC RU R4 42"AT 88"HT. 37"AT 98"HT. MAX.SINGLE SIDEUTE WIDTH VRODUCfREVISED g �pyopydoSwllMlMemd& No tS—G LO"'j'�3 GLAZING OPTIONS REINFORCING SEE SHEET 1 #12 SMS 18 AS REOD. IF 1/4"MAX.-. AT 5"FROM ENDSO SEE SHEET 3 n a SHIM ,• 5 AND 11"O.C. MAX. $�M W 0 8 3 00nu�i W 16 r J 3Z W i 28t3 O �+ 24 21 o TYPICAL ANCHORS 1... SEE ELEV. '. .•'_. .. 23 p5 FOR SPACING ti 14 25 0 8 15 8 D.L.O. t¢ O.L.O. EXTERIOR LEAF WIDTH $ a aA •• ••• • • • • • •• 39 3/4"(SINGLE) • • • • • • • • • SIDELTTE WIDTH78"(DOUBLE) •• •• ••• i i ••• • MAX. DOOR FRAME WIDTH m 2 • • • • • • • • • a m v O •• ••• •• • • • •• MAX. UNIT FRAME WIDTH G xg E gn JAVAD AHMAO 6 0 `µN • ••• ••• • • • CML i 22 • • • • • • • • • • FLA.PE 0 70582 Sr • • • • • • • • • CAN.3538 ..' •• • • • • • • • • • gg 'r `• •`�-•• • o• • • • • • • • $ •y a ' r.-'• drowInq no. o'•c• EDGE DIST. TYPICAL ANCHORS S` 2015 W l 2-0$ SEE ELEVAMONS SPACING FOR SPACING ••• • • • • 0:0 • • SIDELITE DETAILS • • • • • • • ahoet 6 of 8 • •• •• • • • •• •• ITEM# PART$ RBQD. DSSCRIPTtON MATERIAL MANY./0"II8R/RBMARXS 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER 6083-T6 - N 3 E603 - DOOR FRAME JAMB 6063-T6 - z j 4 E604 - SIDELITE TOP&BOTTOM FRAME 6063-T6 - 4A E626 - SIDEUTE 9'BOTTOM FRAME 8063-T6 - ai 5 E605 - SIOELITE FRAME JAMB 6083-T6 - p 6 E606 - SIDELTTE SUP ON JAMB 6063-176 - v 7 E607 - LEAF TOP&BOTTOM RAIL 6083-T6 - 7A E625 - LEAF 9'BOTTOM RAL 8063-T6 h 8 E606 - LEAF W'STRIP ADAPTER 6083-T6 8 E609 - LEAF HINGE STILE 8063-T6 - 10 E610 - LEAF LOCK STILE 6063-TB - $ 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - p 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - 13 E613 - LEAF CLAMP 6083-TB 4-1/4'LONG 13A E613 - HINGE BACK-UP PLATE 6083-T6 12"LONG 14 E614 - GLAZING BEAD(5/16'LAM.GLASS) 6063-T6 - O 14A E109 - GLAZING BEAD(7/16`LAM.GLASS) 6063-T6 15 E615 - GLAZING BEAD(INSUL. GLASS) 8063-76 - V IS E616 SNAP COVER 6063-T6 - 17 E613 - BOLT SUPPORT 6083-T6 NOT SHOWN - 18 - AS REOD. SIDEUfE MULLION REINFORCING 6063-T6 - 19 FD-107 3/LEAF BUTF HINGES ALUMINUM SULLIVAN&ASSOC. W 20 F61202 - FLUSH BOLT LEVER - SULLIVAN&ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN&ASSOC. QQGG �- 22 #12 SMS AS REOD. FRAME ASSEMBLY SCREWS c 23 $12 X 3/4' - HINGE INSTALLATION FASTENERS FH SMS 'I tprM,l X{ 24 - - 3/8"DIA THREADED ROD STEEL - 0 I 25 W11323 - PILE W'STRIPPING WOOL Ul1RAFA8 Z_ (i 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE IDDM 52 3 Z 27 E206 - (LAZING BEAD BULB SANTOPRENE ULTRAFAB i6 O 28 - - GLASS SPACER SILICONE FRANK L.OWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 pL01RC - MACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 OLOIWB - WHITE BOLT SUPPORT BLOCK 1POLYETHYLENE ACME PLASTIC 33 J10 X 3/4' 2/ADAPTER FH SELF DRILLING SCREWS - 34 - 2/UTE SETTING BLOCK, 1/4'X 1/2'X 4' LONG EPDM AT 6'FROM EACH END, DUROMETER 80±5 35 - 2/LRE SETTING BLOCK, t/4'X 3/4'X 4"LONG EPOM AT 8'FROM EACH END,DUROMETER 80±5 0 SEALANTS: •• ••• • • • • • •• ALL JOINTS AND FRAME CONNECTIONS SEALED WITH • • • • • • • • • SCHNEE MOREHEAD JM5504 SEALANT. PROIDIU • • •• • • • • • N CC nco2* iEBVT9E0 4 c • •• ••• bdainsCetui witty tle florl. • I$a • • • • • • • • • de s •• ••• •• • • • •• Aagy1M#e [ `gam v Brys}Yr.IM•jtl�k• ~ • ••• ••• • • • Engr.JAViAHMAOCmL t n FLA.PE Q.12 •• • •e ••• ••• • ••• • e•• v SS '0 drawing no. ... • ... . •EP 4 2015 W12-08 • • • • • • • • sheet__7of 9 . •• •.• ..• . .• .. ... . ... . . LOCKS: �V OPaDN#1 I PTIlDN , ACTIVE LEAF: ACTIVE LFJ1F: N 4 POINT LOCK ASSEMBLY DLO1-8007 BY'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE DELTA 690 BY'KWIKSET' LOCATED AT 39-1/4'FROM BOTTOM 1/2'DW THROW BOLT(1)AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXFERSOR AND THUMB TURN ON I AND(1)AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS18 EN LOCK HANDLE LOCATED AT 42-1/2"FROM BOTTOM CONCEALED FLUSH BOLTS 'SULLIVANGINGF &ASSOC.' 1/2'X 2"THROW BOLTS ENGAGING FRAME AT HEAD AND SILL INACTIVE LEAF: MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE G 2 POINT LOCK ASSEMBLY BY'INTERIM USA INC.' LOCATED AT 10-5/8"FROM TOP AND BOTTOM 1/2'DA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2'FH MS � 'N HEAD AND E SILL 2 THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS INACTIVE LEAK LOCK LOCATED AT 42-1/2'FROM BOTTOM CONCEALED FLUSH BOLTS BY'SULLIVAN &ASSOC.' GIT g g¢$I 1/2'X 2'THROW BOLTS ENGAGING FRAME AT HEAD AND SILL OMANUALLY OPERATED MOUNTED ON F LEAFSTILE LOCATED ATS10-6/8'FROM�TOP AND BOTTOM u;ZIA LOCK FASTENED TO STILE WITH(2) #8-32 X 1/2'FH MS $ �O f 1 II I I O / 11 (ntn_77 d o ul 0- mmucrxevtseo z 12 � $Z ACTIVE 1 UJRCTIVE I i ACTIVE ACTIVE INACTIVE ACTIVE 15 •... 4ti CwMd .. ••• . . • . . .. IiIl�iGgS• N 3-1/2" X 7-5/8'X.122'THK.EXTRUDED ALUM HINGE • ••• ••• • • • E/gr.J AO AHMAD ,� 9 PART#FD-107 BY SULLIVAN &ASSOC. • • • • • • • • • • CML i 3 HINGES PER LEAFFLA.P 3 70.392 BOTTOM HINGE AT 10-1/4'FROM BOTTOM .• •• • • • • •• • • CA.s538 ,§ TOP HINGE AT 11-3/4'FROM TOP •• • $ A • • ••• • f Ot�1 CENTER HINGE AT WITH (X'O.C.MAXsms drawing no. HINGES FASTENED WITHTH JIG X 1'FH SMS (5)SCREWS AT HINGE STILE (6)SCREWS AT FRAME JAMB 0:0 •• • • • • ..• • • W1 2-08 • . • ..• • • . sheet7,lot 8 COW �-+-1.750 7078 1 .518 .8.225 tom- I .078 .045 .803 .056 .803 .045 Z TS 4.031 �1.047 1.047 1.172 P�) 4.750 9 M-2.082 14 GLAZING BE D GLAZINGE D 15 GLAZINGINSUL BEAD a� 1 DOOR FRAME HEAD/SILL L 5/16" SSN I14 mo----4.000 1.507 t.s07-�I � �9 I �4 7 LEAF TOP/BOTTOM RAIL I g 1.625 Fl � 4.719 .078 4.Z�� 4.781 3.719 •078 S LLE::: .078 1.750 1.507 6.250 1.500 (JJj $ 7.531 x.312 J 4.000 r s LEAF HINGE STILE ;062 1►ROAt1C f'kEVlBEi► •t tqutitj'kgt with ikt Fiends 1.507 5.344 -WI � 010?:.l3 W i 4 1.750 4.000 I a LEAF W'STRIP ADAPTER e� n tL la 094 O M SIDELITE TOP & BOTTOM FRAME 1 2.087 1.780 1,507 1.750-moi .312 .442 $2 [� .076 .328LL F .078 7A 9" BOTTOM RAIL 12 1.584 U Wo g 1.et2 10 LEAF LOCK STILE t 507 LEAF ALIGNMENT BRACKET 750 0 a •281 FRAME COVER 5.344 F,__� .078 � .375 -� .687 T 15 .050 1.d 7 1.SC 1.750 2.081 LL47 •125 3.781 .125 0 I I 3.719 .078 . .154 4. G f 000 LEAF CLAMP 13 Do SNAP COVER LEAF ASTRAGAL STILE •• • • • •• HINGE BACK-UP PLATE • • 9.000 a.281 -1.500 .825 1500 • • • • • •• • 1.250 18 II • • • • • .719 ••• • • . . .. .719 SIDELITE MULLION REINFORCING a m u N .078 • .. .. 4.060 Fsgr:.fAYAN1MA0 4.000 • • • • • • • • CMgL 43 ''�•' • • • • • • • 825 4.188 CAN.`JS382 R .078 2.097 .li • •• •• ••• 1.507 I I .078 W -4.000-W S� Zd�J drawing no. ... O. . . ... . . W12-d8 3 DOOR FRAME JAMB 5 SIDELITE FRAME JAMB • 9DUC 9"3OTIM FRIM£ 6 SIDELITE SLIP ON JAMB sheet 8 of 9 • •• •• • • • •• •• N i8 U2,!10 3 V $ V1 DOOR FRAME CORNER to SIDELITE FRAME CORNER SIDELFrE MULLION SLIP ON JAMB CORN Z 3� PPADVC vzvmw eft 12 8 ka.. ....�, oil n�� , a caard �0 z, Ip 1 IjU •• ••• • • • • • •• 0.0 N _ • ••• ••• • • • Engr.AA AD AHMAD a • • • • • • • • • i i • • • • • • • • • FLA. t j=2 g •• • • • • • • • • • c 38 S 2015 drawing no. LEAF CORNER ••• ••• W 12--08 � � � �•� � � � sheat g of 9 000 • • • ••• • 0 T MIAMI-DADE MIAMI-DARE COUNTY o 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)315-25" NOTICE OF ACCEPTANCE(NOA) w+vrvmiamidede.¢ovieconomv Eco Window Systems,LLC 9114 NW 1.06 Street Medley,FL 331.78 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"Eco-Guard 200"Aluminum Horizontal Rolling Window—S.M.I. APPROVAL DOCUMENT:Drawing No.W14-15,titled"Eco-Guard Series-200 Alum Horiz.Rolling Wdw.{S.M.I:}",sheets 1 through 6 of 6,dated 04/02/14,with revision A dated 05/28/14,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance nuinber and approval date by the•Miami-di;te.0• *0009* County Product Control Section. • MISSILE IMPACT RATING:Small Missile Impact Resistant- *00900 '..'.: *994:0 LABELING: Each unit shall bear a permanent label with the manufacturer's rViAe or logo, ci� state':9.9 0: 0490 99 J • • model/series, and following statement: "Miami-Dade County Product Control Appmve#Al,unles1 fiterwise 0 0... noted herein. • . RENEWAL of this NOA shall be considered after a renewal application has been deet And there kas been••••;• no change in the applicable building code negatively affecting the performance of to uet. 0 •0 TERMINATION of this NOA will occur after the expiration date or if there has teen a revision yr 6ange:*0 in the materials, use,and/or manufacture of the product or process.Misuse of this t igA:ts an egdWement;•••• of any product,for sales, advertising or any other purposes shall automatically terminate this MQ4!Itilure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.14-0411.6 t+ttArttiagg C, /# Expiration Date: June 19,2019 Approval Date: June 19,2014 Page I Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W14-15,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw. (S.M.I.)",sheets 1 through 6 of 6,dated 04/02/14,with revision A dated 05/28/14, 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)Small Missile Impact Test per FBC,TAS 20194 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of an Eco-Guard series 200 aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-7748,dated 03/10/14,signed and sealed by Marlin D. Brinson,P.E. C. CALCULATIONS I. Anchor verification calculations and structural analysis,complying with FBC 5"' Edition(2014),dated 04/01/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 so** . . .... ...... D. QUALITY ASSURANCE ...... .. .. ...... 1. Miami-Dade Department of Regulatory and Economic Resoures® {RER) • E. MATERIAL CERTIFICATIONS 0000 ••' •••• •0000 .••. 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont I�gWours p`,Inc,,,,,• for their"DuPont Butacite®PVB Interlayer"dated 04/11/1ion on 12/11/16. . .' . . . . . . ...... F. STATEMENTS 900 0 • 1. Statement letter of conformance,complying with FBC-5"'Editi'oh(2014),.and Uno •••••• financial interest,dated April 02,2014,issued by Al-Farooq Corporation,si*gned and sealed by Javad Ahmad,P.E. 2. Proposal issued by the Product Control Section, dated 01-29-14, signed by Jaime Gascon,P.E.,Supervisor,Product Control Section. G. OTHER 1. None. Manuel P.E. Product Cont of E miner NOA N -0415.05 Expiration Date: June 19,2019 Approval Date: June 19,2014 E-1 60 8 WINDOW WIDTH 4 1/2' MhX g 4°MAX. �� j lim/SILL a 0 CORNERS � � � 8 1/8°TEMP.GLASS 1/8'HEAT STREWO.GLASS 6/16'AIR SPACE —+� .090'INTERLAYER 1/8°HEAT STREN'D.GLASS " 4 �' h LL O a BUTACITE PVB BY'DUPONT' .090°WtERLAYER 1/8'HEAT STREN'0.GLASS BUTACITE PVB BY'OUPONT' C ly D E c Q a 1/8'HEAT STRENb. GLASS �/ S SILICONE 1O DOW CORNING 889 SILICONE DOW CORNING 899 o �^ T Z — u 11 m 2 IB 4 U � 10 FALSE MUNTNSN 26° 28° CARDINAL XL 9 ` RFACE MAY B USED D.L.OPG. D.L. OPG. EDGE SPACER SETING BLOCKS AT INSUL LAM.GLASS ST.STEEL NOTCH GLAZING BEAD LEG 30 1/8` SSSS TYPE 'A' GLASS TYPE 'I3' TO CLEAR BLOCKS VENT WIDTH a0 6/16'OVERALL NOM.THK. 3/4'OVERALL NOM.THK. r TYPICAL ELEVATION 3 M GLAZING OPTIONS 00- ( GLASS TYPES 'A' & .81-- Z THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT. i MAXIMUM DESIGN LOAD RATING A+ 67.0 PSF !i z MM—DADS COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED I (Prot SIZES SH01IN ABOVE OR SMALLER) 119.0 PSI O FOR INSTALLATIONS UP TO 30 FT. OF GRADE. W SHUTTERS NOT READ. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. ECO-GUARD SERIES-200 ALUMINUM HORIZONTAL ROLLING WINDOIY APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE r COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING o l MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL m WILL APPLY TO ENTIRE SYSTEM. •• ••• • • • • • •• THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • • • • • • • NOTE: c m 1EQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY •• • •• • •• a GLASS CAPACITIES ON THIS SHEET ARE 161 IURRICANE ZONE (HVHZ). • • • • • • • • e BASED ON ASTM E1300-09 (3 SEC. GUSTS) o< MOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER •• 000 •• • • • •• AND FLORIDA BUILDING COMMISSION ` .QADS TO THE STRUCTURE. DECLARATORY STATEMENT DCA05—DEC-219 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS g EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCj1. ••• 000 • • • ��AHM� � 1 $ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • • • • • • • • • • FIA PE If '�PProredaacompfylagwlt9gb NOT PART OF THIS APPROVAL •• • • • • • • • • CAN.3638 DateFlaBtlWlns Cale •• • • • • i • • • • �g 20 Date /^ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD Qtt • ••• ••• i•• ••• & Njlaw! a@e Prodnetatro © ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON—COMPRESSIBLE. ^y dmwing no. MATERIALS INCLUDING BUT NOT UM[TEO•TO STEEL/METAL SCREWS, THAT S9.[ COME INTO CONTACT WITH OTHER DISSIMILAR MATA7 LS SHALL MEET THE w — REQUIREMENTS OF THE FLORIDA SLOG. CODE. ••• • • • • ••• • • / f • • • • s • • • �/ sheat I of 6 • •• •• • • • •i •• 7YfMCAL ANCHORS O iBY SEE SPACING STRUCTURE WOOD BUCK 1 FOR SPAf1G STRUCTURE EDM 91A.a, a.a ..v �• 4e a•°• •• MULLION&E MCUW ANgi� a • ' a °' EDGE SEE SEPARATE WA EDGE •:<.�. OISi. EDGE DIST. DIST y \ as I N t a a 19 ma ' a 9 Q f TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEY. SEE ELEV. FFOORR ELEV. NG FOR SPACING FOR SPICING ryj WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. A cj $ WEEPHOLES: TYPICAL ANCHORS, SEE mEv. FOR SPACING 0%1 W1 = 1/4" X 1-1/2" WEEPHOLES WITH BAFFLE AT 3-3/4" 1/4" OUI, TAPCON BY 'ITW' (FU-120 KSI, Fy-92 KSI) FROM EACH END AND AT MIDSPAN 1/4" DIA. ULTRACON BY 'ELCO' (Fu-fn Kst,Fy=t55 KSI) P; p y � W2 = 1/4" X i" WEEPHOLES AT 10-5/8" FROM EACH INTO 28Y WOOD BUCKS OR WOOD STRUCTURES x END AND AT MIDSPAN �W! 1-1/2" MIN. PENETRATION INTO WOOD W SEALANT: THRU 113Y BUCKS INTO CONC. OR MASONRY p 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ALL JOINTS AND FRAME CONNECTIONS SEALED WITH $ DIRECTLY INTO CONC. OR MASONRY JOINT SEALER. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 2zol . 0 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 914 f5 16 114 MS OR SELF DRILLING SCREWS (GRADE 2 CRS) o INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8") a (NO SHIM SPACE) 2 f TYPICAL EDGE DISTANCE to 1 •• ••• • • • •• INTO CONCRETE AND MASONRY = 2-1/2" MIN. O$ t3 •• • s • INTO WOOD STRUCTURE = 1" MIN. c„ :•?'I 3 • •• • • • • ••• • INTO METAL STRUCTURE = 3/4" MIN. c at • • • • • • 1 •• ••• •• • H CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI AIN. a 13 1 C-90 HOL=/nLLED BLOCK AT;JAMBS f'm - 2000 PSI MIN. a ° de .a • 0:0• • Er gr.JAVA ANMAO t , '•,0 1 ..a°.d.. °•. ' •� ;•'; "•'f'-' • • FIA.PE LyQSfl2 ApProti'ed»mmpyleg�NMfAE ��•-,� _ .. • • `. . .�� . `FIoNd 0nldingCode .. r 7YPICA.ANCHORS Atla•1 daProduet yg Wl \ g 1 TYPICAL ANCHORS •• • �•D �OISF. •• \ ° " $ ° .. 8•.. a' I SEE El". v. '_. .a •y FOR SPACING iBY .- �SING gy�rL {.per....�ro.t drowtng no. . A sheet 2 of$ • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . . Or .•. . .• •.• .. .. . .. . . . . • :•: g ;o C 10948 • • • • • ••• • • • • ••• 5L-1�6M ou bulmoip -- . O lao�ry lanpwd aPBQ 1�ellY • • . •.• • $ e • ••• ••• •• ••• 0 0 1`{ � 8 Hu C55�� NV'D • • • • • • � • • 22 PffJ 4pinU eppold ZBSOL d 3d Vu � p �iRl4tiLScgt{dww ea patiasdd�f � ••• ••• 0.0 ••• •.• • $� QMW OYAW UkM HWA MJWNVA RM MOONIM 000 0 00 :9 000 00 p o • • • • • •• • I@'A.�o N33NOS-------- _ � r o oNiotldS 2IOd'A3I3 33S VON 31tltNd3S 33S SNOHONY IYo1dLL Nornrm 03AOHddY AMOO 30Y0-IImn O n z� gz �-.v ox roCOD, O m SNOWS Nd Ja e•. :. MGM MOONIM 33S SWHON 'NOIdAI w l l 4 RRR111 .. -`----- gg '1d0 N33aos----- g F - o 3N01m" 'N13vt r- " 4QwOO),AmASZ oNgY13 WJ 33Sn SNOWS t10! •n3i3 33sSHOHONY IYokM a'd V133 3 1tloFdAL lZ I - 4 ''yyX�QQ$ -NQS SMo11B 0 Asl SfY91S O O O •XYW�4/t A ' 'XYN,4/L i95 r� Y z METAL V TYPICAL ANCHORS STRUCTURE TYPICAL ANCHORS i° ^ SM ELEV. SEE E EV MIAMI—DADE COUNTY APPROVED ,a• P_a .�\ FOR SPACING EDGE ST. FOR SPACMG MULLISEE SEPARATE NOA&MULLION ANCHORS j d. o °EDGE a§Tg d a a• i EDGE DIST. ap 8 h ALT. 4 TYPICAL dt ELEV�CHORS SEEFOR SPACING W % a 0— t/as MAY. O Z 3 SHIMS 28 ALT. 0:10 W-9 0 t t ja^°•" o 'a e Y3 C TYPICAL ANCHORS SEE EI EY. TYPICAL ANCHORS FOR SPACING • •P• • •• •.• F ACING••• ALT. • •. s G .•a .• . • • 1.01-1a k 4 e INSTALLATION DETAILS WITH FLUSH FRAME ADAPTERS • ••• •.• • �— CMI. Approwl as comPb'las WR9lTtrt • . • • • • • FTA.PE' 70592 rldaQuit??agCodo .. ..' • ' P.P '• • • • • • • • • CAN. 3538 a EbGE WgF, a, •i i• • i • • • • •• • QAd • >P• • • • ••• •• iaml ade Pem?uNCOatm •• W14-15 000 • • • . •.. . sheat 4 of 6 • • • • • • • • • • • • • •• •• • . • ••• •• ••• • 0 0 ••• • 2.750 1.067 .250 ITEM PART$ QUANnTV DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS (j . p- 1 fY207 1 FRAME HEAD 8063-T6 .500 .715 lI 2 FY202 1 FRAME SILL 6063-T8 - .� 3 FY203 1 SILL TRACK INSERT 6063-T6 - Z a13 ts },� 4 FY205 AS RECD. MOV.FRAME JAMB 8Q83-TB � J 0625 FY101 AS REOD. FIXED FRAME JAL48 6063-T6 F 19 ,0B2 1.718 4 6 FY104 1/VENT FIXED MIG.RAI. 6063-T6 - 1.140--I 7 F"05 1/VENT VENT INTERLOCK 8063-TB - 8 FY206 f/VENT JAMB STILE - 8063-TB - Q VENT FOP/BOTTOM RAIL tt STEEL REINFORCING 9 FY107 2/VENT TOP AND BOTTOM RAIL 6063-T6 - Q .813 2.095 10 FY108 AS READ. GLAZING BEAD(LAM.GLASS) 8063-T6 - .519-" IDA FY110 AS READ. GLAZING BEAD,(tNSUL LAM.GLASS) 6063-T6 - 1.140 1.610 i'2� T---- ---T 11 1 - AS REOD. REINFORCING BAR STEEL - 1a. .719 .045 •803 13 FY204 1 ADD-ON SRL RISER 6083-T8 - U W FRAME HEAD I 14 FY208 4/VENT ROLLER HOUSING& GUIDE CELCON - 1.140l 1, 2.246 10 -moi 1.04715 FY209 2/VENT ROLLER BRASS - 082 16 FY210 2/VENT ROLLER PIN ST.STEEL N 1.14 - 0 17 #8 X Y AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H.SMS lk 18 #8 X 3" 2/VENT FIX.RAIL SILL SCREVIS(SILL ENO) CRS P.H.SMS 1.344 •130 19 1123181 AS READ. FIN SEAL WSTIBPPING - ULTRAFAB V a 9 -� 20 03WTISO AS REDD. BULB SEAL Q-LON SCHLEGEL � $ O JAMB STILE A45 21 E207 AS READ. I BULB SEAL SANTOPRENE ULTRAFAB. DUROMETER 65tb 1.058 ER 2.063 22 E203 AS READ. GLAZING BEAD BULB SANTOPRENE ULTRAFAB,OUROMET6515 N 1.047 23 FLO-50 AS READ. GLASS SPACER SILICONE FRANK LOWE twi.) 6 .078 1 2.501 11'250 24 SL203P 2/VENT SWEEP LATCH,AT 10"FROM TOP&BOTTOM - SULLVAN&ASSOC.-14 f'•' 25 #8 X 1/8" 2/LATCH LATCH INST.SCREW ST.STEEL OH SMS w GLAZING BEADS 26 WA2L 2/WOW. WEEP VALVE - PREFERRED ENG. PRODUCTS ITT!!!}}}(Y 1. 062 1.310 27 1/VENT 5/16"BOX SCREEN OPTIONAL. 28 Flf120 - FLUSH IRAME ADAPTER 6063-T8 OPTIONAE A'1 O o_M .500W-- .173 29 - 2/LITE SETTING BLOCK EPOM DUROM£TER 7515 SHORE A Z M•-2.750 1.344 30 - 1/WEEP OPEN CEL.FOAM PAD - 3/4"X 15/16"X 2-5/16"LONG Z g 0 MEETING RAIL t jyO p d C,i FRAME SILL •7.¢ •082 W 2.188 •+-1.314 25 0 13 ADD-ON SILL RISER 1.422 1202 .34G _ .312 .082 c 0a2 1.375 SILL TRACK m © FIXED MTG. RAIL MO--T1.1871 •750 •• ••• • • • • • •• • • •• • • • • • • a • •• • • • • ••• • • .062 .082 ••• ••• ••• ••• • • ••• oc �� 2.750 2,812 2.812 2750 - Engr.JAVAO AHMAD t t 2688 • ••• •• • • • am. gpPmvQ(Iid4 na d n Cod g With thr .06, • • • • • • • • • • FT1l tlE FYYortd4 8uld(n Cade • • • • • • • s • cAJN. Detc • •• • • • • • • • pp NOA9 �. 789 Q• �� A9iaml adaPiaduetC r 4 __4 •• • • • ••• • �-/1.687 1.888 2.St 1C � drOtVing no. MOV. FRAME JAMB ® FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER ••• • • • • ••• • • L " • • • • • • • sheet 5 of 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n Ct 17 w z 1 I I RjN FEME TOP CORNER N VENT TQPfeorrOM CORfNERs • it Q pM Z 3� otv U�w Wrn� � o 1 op ... . . . . . . . . . . . .00 oma ••. • . . • • is •• t•• •• • . . .. a_ Ettr.: OI�N6HA0 FRAME BOTTOM CORNER• ••• ••• • • • CNa dpproved a9 caatplytag with tha • • • • • • s • • FLA. N. 7 2 PfoNds D 1 • • • • • • i • • CAN. Date i t.t F ttdiCd. . ;4 •• • • • • • • • • • Qt9 NOAl 18 • •• • • • • • • t U t •• • • • ••• • DYiamlDadePmduMi;oa W14-15 •t• • i i • ••• • • t • • sheet 6 of g t i••si t t i i•i•i 000 0 0 0 000 0 0