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EL-14-2610 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-241508 Permit Number: EL-12-14-2610 Scheduled Inspection Date: August 18, 2015 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: NARDECCHIA,VALERIA Work Classification: Low Voltage Job Address: 1226 NE 93 Street Miami Shores, FL 33138- Phone Number (305)494-6888 Parcel Number 1132050270170 Project: <NONE> Contractor: NEC ELECTRICAL CONTRACTOR INC Phone: (786)389-8116 Building Department Comments LOW VOLTAGE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 17,2015 For Inspections please call: (305)762-4949 Page 27 of 38 Permit NO. EL-1 2-14,2101 ' Miami Shores Village Permit Type:Electrical-ResidVilt � 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 w Work Classification:Lour Vol �a r Fir] _71" ®— � Phone: (305)795-2204 Permit Status:APPRCIVI0>,.,3 oReoA Issue Date:7/2/2015 Expiration: /29821 Project Address Parcel Number Applicant 1226 NE 93 Street 1132050270170 Miami Shores, FL 33138- Block: Lot: VALERIA A NARDECCHIA Owner Information Address Phone Cell VALERIA A NARDECCHIA 1226 NE 93 Street (305)494-6888 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone ; Valuation: 300.00 NEC ELECTRICAL CONTRACTOR INC (786)389-8116 -- - Total Sq Feet: 00 Type of Work: Available Inspections: Additional Info: Inspection Type: Classification:Residential Review Electrical Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# EL-12-14-53731 DBPR Fee $2.00 12/01/2014 Credit Card $50.00 $64.60 DCA Fee $2.00 Education Surcharge $0.20 07/06/2015 Credit Card $64.60 $0.00 Permit Fee-Additions/Alterations $100.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $114.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compl;ince with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the prol sr authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, ser Nnts, cr emplcy_--_ I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL__,WINDOWS,DOORS, ROOFING and SWIMMING POOL wor<. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in com)liance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. Ju:102, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent ")ate Building Department Copy July 02,2015 1 Miami Shores Village �5 Building Department DEC 01 2014 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 10 BUILDING Master Permit No.RC-114-1504 PERMIT APPLICATION Sub Permit No. !I_ L)_2616 ❑BUILDING 0 ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1226 93 street 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):Valeria Nardecchia Phone#: Address: 1226 93 street City: miami shores State: fl Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: NEC Electrical Contractors Inc. Phone#: 305 926 3097 Address: 11720 sw 185 st city miami State: florida Zip. 33185 Qualifier Name: Maikel Garcia Phone#: State Certification or Registration#: Er13014483 Certificate of Competency M 1 OE000345 DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ ;aE)o o ®d Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New FE-1 Repair/Replace ❑ Demolition Description of Work: Low volt(speakers#6) Specify color of color thru tile: Submittal Fee$ Permit Fee$ O CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 6 q (Revised02/24/2014) r 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 and a reinspection fee will be charged. E- Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ©� day of ��� .20 r "by day of '20 by �✓!co R1AVC#1 ,who is personally known to Ze�rt/� 9<cr4 ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PURL Sign. / Sign: Print• /7 G Seal: =� Notary pWft-State of fIo a Y YAtaUEI • my Cam"•Expires IIAt y Is.20 POW.Stye N F � Canmiaaion I if 1�1 '.;' Barate0 ThroupA I�Orgl Nary f� • Mft my Cert.1411111108 wr Is.nit �''" f'kMtNtllftreu�tli>Nlod Apr► APPROVED BY Plans Examiner Zoning l Structural Review Clerk (Revised02/24/2014) MIAMIdD E _ M -DADE COUNTY,FLORIDA E ' ODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOi11IC RES R ( R - 1 I805 SW 26 Street,Roont 208 BOARD AND CODE ADMINISTRATION DIVISION T 786)315--2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA w�rsv,miamidade.Eovleeonumv PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules 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,incl di a Hi Veloci Hurricane Zone. DESCRIPTION:Series"PW 701/720/820"Aluminum Fixed Window-L.M.I. DOCIIMENT: Drawing No. 20--820, titled "Series Fixed Window Installation Guidelines",sheets 01 through 10 of 10,dated 07/14/03 with the latest revision dated 07/01/13,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami--Dade County Product Control Section Renewal 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 LABELING: Each unit shall bear a permanent label with the manufacturces name or logo, city, state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. REVISION 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 ofNOA. 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 inspections at the jab site at the request of the Building Official. This NOA revises and renews NOA No. 11-A110.15 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentionedabove. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 13-0502.03 Expiration Date: February 19,2019 ". Approval Date: Juiy18,2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820, titled "Series Faced Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTI -7212,dated 03/21/13,signed and sealed by Marlin D.Brinson,P.E. 2. Test reports on: I) 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 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTLr3835 and FT1,3850,dated-07/18 and 31/03,all signed and sealed by Joseph C.Chan,P.E. (Subinitted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). Jaime D.Gaseo ,P.E. Product Control Section Supervisor NOA No.13-0502.03 Expiration Date: February 19,2019 Approval Date: July18,2013 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,.Inc. for their"DuPont ButaciteS PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGIas®Interlayer"dated 08/25/11,expiring on 01/14/17. 3. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks,and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, issued by manufacture, dated 04/29/13,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,issued by manufacture,dated 04/29/13, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D.Brinson,P.E. 4. Proposal issued by Product Control,dated 07/26/12,signed by Jaime D.Gascon,P.E. 5. Laboratory compliance letter for Test Reports No.'s V11,4835 and FTL-3850, dated 07/18 and 31/03,all signed and sealed by Joseph C. Chan,P.E. (Subodited under preplous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15,issued to POT Industries for their Series"PW- 701 PW701 Aluminum Fixed Window --- L.M.I." approved on 02/02/12 and expiring on 02/19/14. Jaime D.Gascon, Product Control Section Supervisor NOA No.13-0502.03 Expiration Date. February 19,2019 Approval Date. July18,2013 E-2 GENERAL NOTES:SERIES 720820 DESIGN PRESSURE RA IMPACT RATING IMPACT-RESISTANT FIXED WINDOW VALES. RATED FOR LARGE&SMALL 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO SEE SHEETS 2-8 MISSILE IMPACT RESISTANCE COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 48'TIP-TO-TIP WIDTH RIMING CODE,INCLUDING THE HIGH VELOCITY 47'BUCK WIDTH 48'BUCK WIDTH 48'BUCK WO)Ttl HURRICANE ZONE(HVH2� 2 SHU RS SQUIRED WHEN USED IN 44.1/4'VISIBLE 46.1/4'VISIBLE 461/4'VISIBLE IRD-BORN G10NS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH PRODUCTRONMYED, INSTALLATIONS ABOVE 3D•IN THE HVHZ,THE OUTBOARD -+� S'MAX. �{ S. MAX F,SHEET B 2'MA 09 comPI7�8�"�the IQu� LITE(CAP)MUST TEMPERED. B,SHEET 6 1 F0.BHB 7 H SHEET 8cl 3)FOR MASONRY APPUCATIONS IN MIAMI-DAM COUNTY, USE ONLY MIAMI•DADE COUNTYAPPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS C E,SHEET 8 E.SHEET ll WERE SOUTHERN PINE,ASTM IN. CONCRETE MASONRY A I A o8' C I SHEET? G,SHEET 8 I 0, £ET 8 UNITS AND CONCRETE WITH MIN.K81 PER ANCHOR TYPE. SHEETS 6 BUCK SHE1ET 7 g" 4)ALL WOOD BUCKS LESS THAN I.1VTHICK ARE TO13E I HEIGHT } _I BUCK CONSIDERED/X INSTALLATIONS.IX WOOD BUCKS ARE rr L r HEIGHT Sa i/4, g OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. I— _ — — 82-V4' I— — — — 1 T" / — �� dk WOOD BUCKS DEPICTED AS 2X ARE I.IW THICK OR 12'MAX. / VISIBLE 12'MAX. / 83.114" .L GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE D.C. I / LIGHT O.C. I / VISIBLE 61 MAX I / LIGHT DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT SIGH O.C. HEIGHT STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS � I / TIor TP•TD I / HEIGHT I / BUCK r ' ��JJ co THE RESPONSIBILITY OF THE6NGINEER.(EOR)OR HEIGHT Z ARCHITECT OF RECORD,(AOR). TIP 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 1 HEIGHT BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT 18 USED ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION i CJ ANCHORS SHOULD BE SEALED.OVERALL .._. - .. a ii SEALINGIFLASHW0 STRATEGY FOR WATER RESISTANCE OF I F,SHEETS P INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND 8• B~I I+- 1z•MAX O.0. 8" �+D T? �- 1Y MAX.D.C.2'MAIL 4 x MAX 8HEET6 MAX SHEET? H.8HEET8 THE SCOPE OF THERE INSTRUCTIONS. 8'MAX.O.C. W Z p O � D 6)MAX.11CSHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION �� C Y � z c LOCATION�H ERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) i D �' 0 SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING 4 APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLYANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: e• THEM BY THE WINDOW 12'D.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAYBE USED BY IN8CRISING THE SHAPE INA BLOCK GUIDE TO SHEETS: INA)( AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2.6, 7)DESIGN PRESSURES: GENERAL NOTES.......................1 ANCHOR SPACING TO BE 8"MAX.FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVBD FRAME y A.NEGATIVE DEMON LOADS BASED ON STRUCTURAL/CYCLE ELEVATIONS................»..........».9 � MEMBERS,SEE FIGURE 1,THIS SHEET. TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS........»...• ..2.8 Q E130M. DESIGN PRESSURES...........2.8 1Y O.0 —WIpTII —.{ 1► WIDTH ^1 ).-WIDTH-+{ h' WIDTH +{ a z o1 B.POSITIVE DESIGN LOADS BAKED ON WATER TEST INSTALLATION,FLANGE...•.........8 MAX. r -- --1 --1 I- -1 f T PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.....7 I ANALYSIS AND GLASS PER ASTM E130M. INSTALLATION,INT.FIN A..........8 1 J I I I I I I INSTALLATION,INT.FIN 8...........11 /� 8)THE ANCHORAGE METHODS SHOWN HAVE SEEN CORNER ASSEMBLY.........».».-..10 DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES...............10 8' MAX 1 i A I — "0!L ooep sou TO THE REQUIRED DESIGN PRESSURE,THE 33.1/3%.STRESS PARTS LIST.....................».-......».10 I 1 L —J INCREASE HAS NOT BEEN USED IN THE DE8KiN-111I8 PRODUCT.THEA.6LOAD DURATION FACTOR WAS USED FOR 1 ---WIDTH---'i }+ WIDTH +{ I�_WIDTH�I I WIDTH -I 11111 JI//�l� COME INTO CONTACT WITH THE EVALUATION OATH nwimILAR MATmms INTO WOW,ANCHORS T TTYPe I Sheet T r—— —— ——, T I rULi , �`\ ���............� �. Desodpllon t,• V� SHALL MEET THE REQUIREMENTS E THE FLORIDA 0 f/ dY BUILDING CODE FOR CORROSION RESISTANCE. 1 7118'Leml 3118"An•.080'PVB•3718' 2 Y/ N � 08706 'r 711 m113116-HS-MWFVB• 1 2 t 1 1 B)REFERENCES:TEST REPORTS FT43B36,3880&7Z12; 3 1.1%78"Lomi.X) 'T•7/16"Alr•31 An•.080'P 18" T i 1 L- -J 1. ELCO ULTRACON HOA;ELCO CRETEFLEX HOA ANSI/AF&PA 4 1.1116•Lomi.K7 18'T-7/1V Air•9118'H8•.088'PVS•3118'NS WI NDS FOR WOOD CONSTRUCTION•(2006)ANDADM DTH WIDTH+•( )•+WIDTH+( AN ..Off ''O••, I (� w= ALUMINUM DESIGN MANUAL (2006). 6 7118'Ueml 18•An SG•3/18"An —STH T T :� BTAI 6 7116'Lem 3118 HS­OW 80.3116'HS 4 T --- -I T T r 'i�t� F RSPp 7 1.1/1 LemI.IG 18'7.7/16'AVIRI" ..oar go. I I I 10)TME 720 SERIES USES A PYO INTERLAYER,THE 82D tt ��/�S,,,CO....••�� SERIES USES AN 80 INTERLAYER.THE 720 AND 820 SERIES 8 1.1/18'Lemi.IG 118'T•7118'Ab-3118'HS•.080'80.9118'HS 8 I I I �i1 SIONA%- �� MAY ALSO BE REFERRED AS THE 701 SERIES. '8G'-*DUPONT®SENTRYGLAS INTERLAYER'SY EJ.DUPONT I � �I I ��I I I I I I I I I DENEMOURS&CO.,INC. 1 i I I A.LYNN MILLER.P.E. PAR sm TABLE 2. Window Design Pressure(0,psf)for OIBss Type 1 doom 7118'LAMINATED I I I 54 88 02 98 im 109. GLASS STACK +/ +1.80 41 H• +I +l 0 + ____41-0D 0 41.00 +!$0 4150 + 0$0 +/•BO H•BD +l +/•80 +1.80 +1.80 -.080'PVB INTERLAYER +T +.80 +1• ♦. + +1• +150 0• H -47-79. +/•79.4 BO 7fl,7 +T .2 +-7.1 0.7.4 +!- .25/18'NEAT STRENGTHENED GLASS 31- + O-bSoMM +!•50 +/. 0$0 +!•BO 0• 3118'ANNEALED PRODUCfRVA i w 35 + ♦!8D +•BO +l. +$11 +1.75.1 +!•76.2 0•I 41.7.3 +188.4 +1 3 moonpty0gwl0u6e01mlda 40 a!$0 +1- +/• .8 +!• 0-74.3 +/-Yi. H•870 +1$8.1 +t .4 +185.8 �dldinSCode42 +/$0 +J$0 +1.80 ♦1• +/•74.3 +/- .3 +l- . • .7 ♦$1.8 + 8. +1 .2 Aoxplanse4 +!- +/-eo +•78.8 0• 4 ♦•2. aJ sB.B ./.Sae +/- 2 +158.7 41.87.4 USED AT CURV9�+1410 +l• +(. .2 +l- .0 +1.70. +1• +! +.�. 0 7.7 FRANEMEMBERSIZg/g� - LONG SIDE 0$9 +•79. 0.7.8 0. .9 0 .3 ♦$. +. +1.88. a 11-718'O.C.MpLA8s BITE l Pdo +t$0 •!• .b +1.7.1 +. + 887 +. 1 +. .7 62 41- +l• +l• A +/•88.8 H$6. 0.6+1•T.4 0- +t• +. N RIOR _ SSOET+. +. +. ♦.8S +l•7 2 41.70. +185. 1310-727- z +/• .1 +!5 E 1+ r-- LONGSIDE 87.718 +l$7 � M NOTES: SHORT 1)SU DIMENSIONS SHOWN.FOR FLANGED WINDOWS•SUBTRACT 1-FROM THE TIP•TO-TIP DIMENSION TO DETERMINE THE BUCK DNdEN810N. BIDE 2)FOR SIZES NOT SHOWN,ROUND UP_TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WrrmN. TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR gf HORIZONTALLY AS SHOWN. Z H "O r r TABLE 3: C9 Window Design Pressure 1+1•,psf)for Close Type 3 o D qqqSIde 0, O 8/•I 1 72 BB 104 109.112 1.1118'NOM. 7118'LAMINATED 30 + +180 +/$0 +•80 •/ 0. + +5.80 +I.9D 0 +1.50 GLASS STACK OLA888TACK a 32 +. +b a/.60 +1.80 41 +/$D +.80 +.8 +. at-60 +/•80 � 3118'HEAT � SHORT � N � loo4s 34 +l• -1-30 aJ. 41 +/ ♦-80 +/80 +$0 ♦. ♦ ai 80 'STRENGTHENED MASS SIDE 30 +L 41-80 + +48 + +t +1 +• -+71-5-- +l- --+7'0- 3f18'TEMPERED GLASS N so 07 +/-80 0 +140 +/$0 H• +/• H. +•7. al.&4 41.7.3 r--31181 ANNEALED GLASS ZF 40 '--+-1 4W-- a 0. +/ +. + 0.187 •f•7 N.7. •1 7lIVAIRSPAOE- 050'PVB QQQ 2 +/8p N 0$0 +! - :TSO e7 - +1.77 +•31 +l as +. + INTERLAYER Z al 4 + +/•80446i4 0.80 +! 11-77.8 0.7.1 +l•TQ 0 +I 11 �3 g ♦ +. + 0-79.2 0.7. +.71.7 + + 6 LONG S Z 41 +l• + +t 0.7. +1.73. +1.09.5 +1.88 USED AT CURVED , SIDE 50 + ♦ -T +. +. . --M473- FRAME MEMBERS ONLY 28 GLASS BITE p +1.80 41-w- •l• -7-77Tr 7..W5-- ®11.758'O.C.MAX LL +l +• +•73.9 60 +1. +1.71. +1--116 l ����fILYNN 4 2 ♦ +1.76.8 22 21 13 SHORT I� `� �pN,,,,.•,•, /(� 84 +/•7 8 +1.7 810E `�Q�l,;'VECENSF 08 +147.2 GLASS TYPE 3 ; 7.718 -1-74.9 = *' No.88708 N 9UO 1) t DIMENSIONS SHOWN.POR FLANGED WINDOWS,SUBTRACT 1FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION, 0 2)FOR SIZES NOT SHOWN,ROUND UNTO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. STAt)F C[/` 3 FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICHTHE OVERALL DIMENSIONS COMPLETELY FITWITHIN. 'O SS/flNA1 t� ,..�. A.LYNN UMLER,P.E. P.E.d 65709 TYP.ANCHOR TYPE 2X WOOD SUCKSTRIP EMBEDMENT AND EDGE \ EMBEDMENT ORFRAA9NQSEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET SEE TABLE 10,THIS SHEET _ TYPE J TYPE K EDGE EDGE INSTALLATION �) DISTANCE DISTANCE 114'MAX EDGE DISTANCE —*-{ TYPE 1 I SHIM 2X WOOD BUCKSTRIP 2X W000 BUCKSTRIP RODUCr tdiF18WED a OR FRAMING,SEE OR FRAMING,SEE m umpift kdlb Iba F odit NOTE 2.THIS SHEET NOTE 2,THIS SHEET ull4btg Codd ,F'� 1/4'MAX Acecl+t¢acallo 4+ �D 3 SHIM rYP.ANCHORTYPE,EMBEDMENTA14D IIafiU¢ d EDGE DISTANCE PER SUBSTRATE, _ 4 S SEE TABLE 10,THIS SHEET Mtom ¢ # oMo EMBEDMENT 11 � 3 EMBEDMENT N USED AT CURVED � 29 FRAME/r O.C. RB ONLY ($11.718'O.C.MAX. 11 J � Q WINDOW 4 11 `7 M 'A BUCK VISIBLE LIGHT WIDTH- 8 HEIGHT WINDOW BUCK WIDTH.2-3/4" 1/4'MAX.SHIM —►I Imo— 4p� WINDOW BUCK WIDTH > +not! VISIBLE INSTALLATION HORIZONTAL SECTION E-E li LIGHT TYPE L �,j r HEIC n BUCK ll m C 1 @ oN BUCK 61DSTEEL m HEIGHT- SELF-DRILLING SMS 2.3W (G8),SEE TABLE 10, C THIS SWEET TABLE 10: O Anchor Substate MN•Edge Mex.0.0. ae E3atence 9IL I 2.1 IF x.I 13"Box NotI P.T.800 Plne OQO. 1 t 2.1/2'X.1311'Common Nail 8outhem na 80 .68 3I8" 8• Z p r� 21 2.1 x 148° Nell P.T. em PEne 8 W.BB 318" 8" Lf g 2X WOOD BUCKBTRIP72mma R P.T GouthMn Ping -0.06 1P2" r OR FRAMING,See p10 x 1"Slael 8Cr81H 0 08 Ilmtlnum,80 YB min. 811 8 a a NOTE 2,THIS SHEET I' 1/18"A36 Steel B" O O 18 Steel Stud Or.33 811110E. 6' �1/4•MAX SHIM (SEE SEPERAT@ APPROVED 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. a STEEL FRAMINOORSTEEL STUD. LL LL i1 SEE SUBSTRATE PROPERMS, L W '—v INSTALLATION TABLE 10,THISSHEET TYPE J LYNN EDGE DISTANCE `: ��•�GEN3F'�FD*'�: INSTALLATION NOTES: TYP.ANCHOR TYPE.EMBEDMENT� N0.8B70B+— EMBEDMENT AND EDGE DISTANCE PER 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ SUBSTRATE,SEE TABLE 10,THIS SHEET 2.WOOD SUCKS DEPICTED ON THIS SHEET A8"1X",ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.1X WOOD SUCKSARE = O'•,t4 —ry OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD SUCKS DEPICTED AS2X'ARE 1.1/2'THICK OR GREATER. p RT VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 'iO�''•�COR!vP' �: 3.FOR ATTACHMENT TO METAL.THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME, � SIONA" 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.l-s.4697� 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT INSTALLATION TYPE M DISTANCE NOTE 2,THIS SHEET FOR TWO INSTALLATION TYPE N EMBEDMENT METHOD ONLY, ' �'•."; FOR THIS INSTALLATION ANCHORS MAY BE NO ° METHOD ONLY, rs 114'MAX •MORE THAN 6'O.C. ANCHORS MAY BE NO EMBEDMENT SHIM •MORE THAN 8'O.C. "— 1 O 1X WOOD BUCKETS SHEET _••�..,.' .. 1 2X WOOD BUCKBTRIP NOTE 2,THIS SHEET pRODUCI'RENEWED OR FRAMING,SEE 'a• omplying wldr Ilw Fiodde NOTE 2,THIS SHEET Dowl AtcedlneCaleD �1/4'MAX TYP.ANCHOR TYPE,EMBEDMENT AND - ptonceNo 3 SHIMol EDGE DISTANCE PER SUBSTRATE, 4 TYP.ANCHOR TYPE, B SEE TABLE 11,THIS SHEET +' , EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 11 SEE TABLE 11,THIS SHEET 3 USED AT CURVED EDGE d n € ZB DISTANCE FRAME MEMBERS ONLY • EDGE z ($11.7/8'O.C.MAX i W DISTANCE CONCRETEXMIJ 11 PER ANCHOR M WINDOW REQUIREMENT a 11 CONCRETEJCMU PERANCHOR BUCK HEIGHT 114•MAX.8NIM �r VISIBLE LIGHT WDTH e S REQUIREMENT �" VVINDOW BUCK WIDTH-2.314' p WINDOW SUCK WIDTH WERIOR 8 n 's o7oa a� VISIBLE HORIZONTAL SECTION G-G 10, 0 9 LIGHT INSTALLATION TYPE O Fav � HEIGHT e 'FOR THIS INSTALLATION WINDOW METHOD ONLY, TABLE 11; oN BUCK ANCHORS MAY BE NO ~ O O.C.- HEIGHT - •MORE THAN 8'O.C. Anchor Substrate tlfetame Nit Falllbdmenl 8 m'C' c 0 r c F.. 18• 1 8 PZ dz #12 STEEL ®12 or#14 410 88 Screw u 80831 ml0. _ "_ SELF-DRILLING SMS A38 Steel 3r8` 0.083" Of Steel 8lud Gr. 318' O.Oi6'1B Oa' 8' (OM,SEE TABLE 10, ET P.T.Saulhem Plrte 6-0.66 81181 13/8' N 1 THIS SHEET — Alumlmml wea-TB min. 318' Q Z z _ p12 or tl14 Steel Borew Iasi A38 SIN1 ' �S F 21 O TYP.ANCHOR TYPE, TERIO Sieai Stud Or.33 min. 6• 0. 18 Ga' 6' t] 8 EMBEDMENT AND EDGE EX R Ling (AS 2.I 1- 1 p DISTANCE PER SUBSTRATE, 114'41088 CrateFiek Z SEE TABLE 11,THIS SHEET R X36 k 1' 1314' 1r a 8 MIAMI-DADE APPROVED MULLION CorrorMa m n.2 86 1' 1 4` 12' 114'MAX SHIM CorromLe In.2✓'G keI 2-tir 1318 r _Z (SEE L FRAMING HOA),EELALUMINUM,D. 1/4.8teai U2maan u{-CMU A$ —21f-2T- 1.1 `• fr STEEL FRAMING OR STEEL STUD. 0 CM TMG 2.1/r 12' LL BEESUBBTRATEPROPER'f1E8, CArp1810 mtn.3.6kei 1•V4' 1314` 1r a oeed eew8 TABLE 11,THIS SHEET 61W Steal Lamm m INSTALLATION GloldadcMu cso 2.1rr Lara^ 1r TYPE N —�' 1X WOOD BUCKSTRIP, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. C7 SEE NOTE 2,THIS SHEET `111111 N 4 LYNN M1`!i4i INSTALLATION NOTES: EMBEDMENT `��� ''�CEN3F'•F� .� a q t .'• ••� + 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, =*' No.68706 ' 2.WOOD BUCK$DEPICTED ON THIS SHEET AS'1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.11r.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS-2X-ARE 141r THICK OR GREATER. -0 i• EDGE , INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING DISTANCE JURISDICTION. Q•' STAT OF 1w-Z VERTICAL SECTION H-H 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE PULL 8UPPORTTOTHE WINDOW FRAME. fsl��NAIL 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNI41bIlII.I.HR P.E. P.E.d 68705 ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEO FRAMES FOR FIN FRAMES 11eOnlicr RENEWED as aomplying anO tits Florida Savers :110 ActeUnarC ANGLED/CURVED ANOLEDICURVED Ra FRAME ASSEMBLY FRAME ASSEMBLY N/y FRAME ASSEMBLY 001 COMER Mien{DaQe tro FRAME ASSEMBLY I 10 i 10 ALL CORNERS TO i / ALL CORtRB TO j a USE GASKET I USE GASKET I AND/OR SEALANT AND/OR SEALANT � I 3AND EQUAL-LEG FRAMEFLANGE FRAMEEQUAL-LEO FRAMED FRAME WITH INTERIOR I MITERED FRAME WITH INTERIORTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS O CO -a FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT QQ SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES,SEALANT ATALL CORNERS 2 itJ ffi 30 r r n 5� x� e �O OYp ,194.2—.iL.- •a'7,84i I..— .094.2.7►i I," z a Z 8 0 o TAtlLE 12: .074' 087 A74' .082' A74" 062• � ItemN42254 Description Material 1.570' 1378• 1376'L TT� ® iaays 435• 800' 938' 800' 438• } O 1 Flanged Frame Alum.808376 1.0ty I 2Equsi-I"Freme Alum.8083T6 •w ��� own" � �--"�~ ��D00° � � �-'�� ow aw 1.128' Z 3Integral Fin Frame Alum.608376 O FLANGE FRAME O EQUAL-LEG FRAME �— .07r 47118"Laml,Glass Beetling Alum.SOOTS � #4263C,806346 a 94286,8083-TS 6L0,Glass Beading Alum.808376 FIN FRAME 8a 4270 linstallation Fastener Cover Alum.8D8376 O #4266,6063-TS m 8b 4224 Instillation Fastener Cove RIg1d PVC wIu 10 7050C Gasket(at OW polyewyl 11 TP24Vinyl Bulb WeeMJoints)arner earstdp Flax PVC,DLro86+/-1 .875' .970• �� a7��1 {t —.( ta3r ;`���ON��ot risF,{�F9��•: 13 Dow B08,GE 7700 BOleons a Eq No.611706 * ' 20 71852K Selling Block,Mara.3/16"x 7116"x 4" Neoprene,Quo.86+/•1 T—�� - 21 71704AK 8et0ng Block,1,0.311V x 1.3/32"x 4" Neoprene,Du%86+/-1 T 22 DUPAK715 7/18•Dumseal$pacer 711�R.N!! 10GLASS INBTAILATION = p � .t I f� w 20 48 x 1.114"FH SMS 8talatess 8tert 4 GLASS BEADING 5 FADING 80 FASTENER COVER ��0 1. STAR F -'gg 30 781PQX #8 x 1"4ued PH 8MB Stainless,Steal O #4266,8083 TS O#4264,8083 T6 O #4270,808376 �� •.FtuHtD!`. �j�: �� sS/QNA1 t t� A.LYNN MILLER,P.E. P.EX Gem Page 1 of 3 not valid without all three pages U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No.March 3 ,2 Expires Maarch 31,2012 Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1-9. FL1203.0728EC SECTION A-PROPERTY INFORMATION ( hey v PoliayNrrtnber Al. Building Owner's Name ONCHI A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. ompan)t NAIL fUurtabeF 1226 NE 93RD STREET City yet, ZIP Code MIAMI SHORES Florida 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) 11-3205-027-0170 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENCE A5. LatitudelLongitude:Lat.N 25 5140.38 Long.W 80 10 26.01 Horizontal Datum: ❑NAD 1927 Qx NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number_8 A8. For a building with a crawispace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 3002 sq ft a) Square footage of attached garage 450 sq ft b) No.of permanent flood openings in the crawispace or b) No.of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade 26 within 1.0 foot above adjacent grade 5 c) Total net area of flood openings in A8.b X12sq in c) Total net area of flood openings in A9.b 450 sq in d) Engineered flood openings? n Yes x No d) Engineered flood openings? ❑Yes ©No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name [53,State THE VILLA OF MIAMI SHORES 120652 MIAMI-DADE Florid 94.Map/Panel Number B5.Suffix 55.FIRM Index B7.FIRM Panel B8.Flood 89.Base Flood Elevations)(Zone Date Effective/Revised Date Zones) AO,use base flood depth) 12086C-0306 L 911=9 09/11109 AE 8.0 NGVD1929 610. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑FIS Profile ©FIRM Community Determined ❑Other(Describe) B11. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑NAVD 1988 ❑Mar(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area cr otherwise Protected Area(OPA)? ❑Yes ® No Designation Date ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑Construction Drawings- ❑Building Under Construction' ® Finished Construction -A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1430,V(with BFE),AR,ARIA,ARAE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.13-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized REAL TIME NETWORK L-NET(GPS);TBM;3.35 Vertical DatumNAVD1988 Conversiorh/Comments THE ELEVATIONS SHOWN BELOW HAVE BEEN CONVERTED TO NGVD1929 DATUM Check the measurement used. a) Top of bottom floor(including basement,crawispace,or enclosure floor) 6.48. feet ®meters(Puerto Rico only) b) Top of the next higher floor 8.11. feet meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) NIA. _ feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) 5,87._2 feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 6.1 feet feet ❑meters(Puerto Rico only} (Describe type of equipment and location in Comments) 0 Lowest adjacent(finished)grade next to building(LAG) 5.7.__M feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 6.0. x fest meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including NIA._©feet meters(Puerto Rico only) structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. i certify that the information on this Certificate represents my best efforts to interpret the data available. Pte coe/oq I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 9001. 'YP ®Check here if comments are provided on back of form. Were latitude and longitude in Section Arovided by a licensed land surveyor? ❑Yes No Certifer's Name License Number Paul Valentine 4512 Title Company Name No.4512 Professional Su or and Mapper Exacta Land Survevors Inc Address City State ZIP Code csrerce°mss` 12220 TOWNE LAKE DRIVE SWE 55 FT MYERS FL 33913 °pwt L Signature � 3111/2012 Telephone P:(3051668-6169 311112012 FEMA Form 81-31,Mar 09 See reverse side for continuation. Replaces all previous editions (rev.0 3111/2012) r Page 2 of 3 not valid without all Om pages FL1203.0728EC IMPORTANT: In these spaces,copy the corresponding information from Section A. ForinsuranceCcttu�pa y tie Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 1226 NE 93RD STREET City State ZIP Code Company MAIC Numb ier MIAMI SHORES FL 33138 " a SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments This Elevation Cartficate is only valid for the person or persons named hereon C2-e=A/C OUTSIDE OF THE HOUSE Centerline Road Elevation:4.89 This Certificate is for flood insurance purposes only. The information on this certificate should not be used for construction or planning. Signature 19/0o.cz- Date 3/11/2012 ❑ Check here If attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(Including basement,crawlspace,or enclosure)is N/A _ ®feet ❑meters ❑above or QbelowtheHAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is N/A [Deet ❑meters ❑above or below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section-A Items 8 /or 9(see es 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is N/A ._©feet u meters T1 above or �below the HAG. E3. Attached garage(top of slab)is Nrn ®feet❑meters ❑above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is N(A_._®feet ❑meters []above or ❑below the HAG. E5. Zane AO only. If no flood depth number is available,Is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑Unknown. The local official must certify this information In Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements In Sections A,8,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable items)and sign below. Check the measurement used in Items G8 and G9. G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation date in the Comments area glow.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community4ssued BFE)or Zone AO. G3. ❑ The following information(Items G4-G9)Is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑New Construction Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building ❑feet ❑meters(PR) Datum G9. BFE or(in Zone AO)depth of flooding at the building site ❑feet ❑meters(PR) Datum G10.Community's design flood elevation ❑feet ❑meters(PR) Datum Local Officlars Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments FEMA Form 81-31,Mar 09 Replaces all previous editions Miami Shores Village 1 14 � ��� D Building Department : - 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 JUL 14 2014 Tel:(305)795-2204 Fax:(305)756-8972 LBY: INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 ( C) BUILDING Master Permit No. k PERMIT APPLICATION Sub Permit No. W�BLIILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-IPLUMBING ❑ MECHANICAL nPUBLICWORKS CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: )� o\P, �� S City: Miami Shores County: Miami Dade zip: Folio/Parcel#:� �.a ��� � � itthe,Building Historically Designated:Yes NO Occupancy Type:ft' Load: Construction Ty�- Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): ' ��V C Phone#: Address:, s \" City: t''\�Q�\ �� `{� State: L. Zip: Tenant/Lessee Name: Phone#: Email: �9� , f' ( omn om CONTRACTOR:Company Name: ( 1 wV Phone#: Address: City: State: -` Zip: om' 30 q Qualifier Name: sin Phone#: C`,-qU }' TS--24 State Certification or Registration#:('(N- � 1 Certificate of Competency#: �n1 /,� DESIGNER:Architect/Engineer: Phone#: 9��"8V �i`I Address City: State: Zip: Value of Work for this Permit:$ �, Wo Square/Linear Footage of Works Y Type of Work: ❑ Addition Alteration ❑ New ❑ Repa r/Rcojace\ �;, Demolition Description of Work: \ Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) a t 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 proved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before�tme this day of 20 ,by b day of t�4 20 `f by yl:°ll�Li1 c'1 ('��*� �'Ct1l�,who is p rsonally kno to T_� CIrDuSI (� �'►+ who is =rsonallyo n to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: =o'"j "e4�< STEPHANIE ELVIRA Seal: i�` rpt°.�� STEPHANIE ELVIRA ' MY COMMIS510N uVFF1 13535 �'i I' MY COMMISSION#FF113535 y �� EXPIRES April 743, 198 EXPIRES April 16,2018 ,,4P its .,. "rid t f� APPROVED BY Plans Examiner Zoning Al�/Iluliq Structural Review Clerk (Revised02/24/2014) . 5t►OR�.4 Bill a... Miami shores Village Building Department �RIflA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT B. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. C. COPY OF LIABILITY INSURACE* D. COPY OF WORKERS COMPENSATION INSURANCE* *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: UA cros&aO iM Gajo'p BUSINESS ADDRESS: , leAQF' CITY A� STATE ZIP CODE BUSINESS PHONE: � �_� 1 ) S �'�1� FAX NUMBER CELL PHONE ( ) QUALIFIER'S NAME: I �� C. Cf(tASl I1� QUALIFIER'S LIC NUMBER: �� �% -►�'� CKACO-1 OP ID:VS CERTIFICATE OF LIABILITY INSURANCE DA06/23/201TE 1� 06/23/2014 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 CONTACT W.F.Roemer Insurance Agency PHONE FAX 3775 NW 124 Avenue c No Ext): A/c No): Coral Springs,FL 33065 E-MAIL Jonathan F.Remes ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Mid-Continent Casualty Co 23418 INSURED CKA Construction Group of INSURER B:Association Insurance Co. 11240 Florida LLC 3524 NW 10 Avenue INSURER C: Oakland Park,FL 33309 INSURER D: INSURER E: 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. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER M D M D GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000. DA AGE TRENTED— A X COMMERCIAL GENERAL LIABILITY 04GL000891018 12/06/2013 12/06/2014 PREMISES ea occurrence) $ 100,00 CLAIMS-MADE FKOCCUR MED EXP(Any one person) $ Excluded PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'LAGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY FX-1 PRO LOC $ AUTOMOBILE LIABILITY CO BINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS PER ACCIDENT UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS MADE AGGREGATE $ DED RETENTION $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY X TORY LIMITS ER B ANFICERI EMBERIETOR EXCLUDED?�CUTIVE Y7 N/A WCV008777903 07/16/2013 07/16/2014 E.L.EACH ACCIDENT $ 1,000,00 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000, If yes,describe under 1,000,00C DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) General Contractor License #CGC1504686 CERTIFICATE HOLDER CANCELLATION MIAMIS3 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Bldg Dept ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave Miami Shores,FL 33132 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 • 1940 NORTH MONROE STREET •4� TALLAHASSEE FL 32399-0783 r. CROUSILLAT, KEVIN CARLO CAA CONSTRUCTION GROUP OF FLORIDA LLC 351 SE 10TH ST POMPANO BEACH FL 33060 STATE of KoRi► AC# Congratulations! With this license you become one of the newly one million Dh7 OF BUSINESS AND Floridians licensed by the Department of Business and Professional Regulation. IIREGULATION ' Our professionals and businesses range from architects to yacht brokers,from PROF83SI;" boxers to barbeque restaurants,and they keep Florida's economy strong. CGC150468 �)-fi%,-12 128036076 Every day we work to improve the way we do business in order to serve you better For information about our services,please log onto www.myfloridaflcense.com. C991=FI, R. CTOR � There you can find more information about our divisions and the regulations that S CrOU01 0 Impact you,subscribe to department newsletters and learn more about the CKA doN OF FLORID Department's initiatives. Y ! Our mission at the Department is:License Efficiently,Regulate Fairly.We ".`':`.' constantly strive to serve you better so that you can serve your customers. IS CERTIFIED under the provisions of ch.489 rs Thank you for doing business in Florida,and congratulations on your new license!, *Py abioa ease. AUG 31, 2014 L22081401865 THIS DOCUMENT HAS A COLOREDBACKGROUND D PAPER AC# 6.2 6 8212 STATE OF FLORIDA- DR LORIDA DPARTMCISiT2CTRYI :NG 'BQ�iRDLATION ,., SEQ#L12081401865 LI ENSE NBR,� 041/ 03 07J6. CGC1.5Q468y j� : N W I The GENERAL CONTRACTQR Named below 1-S CERTIFTAD Under t7xe psovieioas of Cb�apn , FaLpiration date: AUG 31, 2014 Y " tit Tt 4, .k P cROUs=L ,T, KEVIN CARLo CKA CONSTRUCTION GROUP OF F1► � 35$4 .MW '10'IR AVEN[TE OAKLAND PARR FL 33309 RICK.SCOTT KBN LANSON i (30VRNOR DISPLAY AS REQUIRED BY LAW SECRETARY Miami shores Village R Building Department ones Millis 10050 N.E.2nd Avenue Miami Shores,Florida 33138 . a mot Tel: (305) 795.2204 R Fax: (305)756.8972 Page I of I ` Permit No: RC14 -lSb 77 Structural Critique Sheet JA4 4-D n-v d-6 Y c( AloA4 2,t LL"j Y 7W STOPPED REVIEW Plan review Is not complete,when all Items above are corrected,we will do a complete plan review. If any sheets are voided,remove them from the plans and replace with new revised sheets and Include one set of voided sheets In the re-submittal drawings. Mehdi Asraf TABLE 4: Window Design Pressure(41-,psQ for Glass Types 2&4 Long Ida ) 81410 1 1re 80 84I Be 82 W 100 1109-If2 112 118 12D 124 128 132 138 14D 144 30 +foo 040 + +40 +1.00 1 4.00 +140 +/• +1.60 +/40 +1•8D -71F­11-80 +140 +/40 4 +/80 4• +/-80 --70- 32 +179- +( +140 4 +1 0-oil 41.80 -+i-SD +1.60 +/•80 4.00 +1-M +/40 +1.80 ♦1.80 +l•BO +1-80 440 +l-80 34 4.80 +140 4 +l +/-60 +68p 4 +/•80 ;7j.#-04.80 4• --TW- +i-80 +l-80 +1.80 N.611 +/-80 36 +l• +1.00 +. +1 +1 +1.00 +l• +40 +t ♦l4 + +1• 41 +t.00 +/4D + ODUC RBMWED +l• +140 +/40 +1.80 +/•80 +1.00 41.81) +140 +1• +/40 +1• +1-80 -71-u-- 440 compl7biSvA18UmRolwa 40 +1.00 +1.60 +I +l• 440 4•BD +/• +•80 +1.80 4.80 +40 + ulldineC°du [/ 42 -Mr- +I.80 +680 4.00 ♦ N. +/. •/•80 4- +1-80 44-0 e p Z 44 ♦/•80 +680 •40 41.60 +/40 440 ♦1•60 4.60 4• +/40 +/ +-/-W- 440 -+14W-- -1-90 ♦ 4140 ♦. 0-80 1y- � e/ 44 +/41) +40 +/40 81 -- - 416 4.80 +40 4• M . -. 8� +}:80 +/.80 ./.80 .f-80 +/x._,..__+1:60 4.80 +•80 0-90 d +1.80 4• +!•78. H + +. +14D 41-110 +. a .l• W- +1•00 •1.79.1 N +. +. -1.80 4- +7-gr- MR-- -1-90+) 66 +1 07.71 *l-80 y •nes 1)1) DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT/•FROM THE TIP.TO•TW DIMENSION TO DETERMINE THE BUCK DIMENSION. b '- 2)FOR SIZES NOT SHOWN,ROUND Yp_TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW 812E IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. h 07 °zri �� �a 1.1118'NOM. TABLE DIMENSIONS MAY BEAM x�( 7116'LAMINATED GLASS STACK - ►� 1116'LAMINATED ORIENTED VERTICALLY OR p> Q O Z tV GLASS STACK I " I I- GLASS STACK HORIZONTALLY AS SHOWN P Z d Z .000'PVB INTERLAYER 3118'TEMPERED GLASS-.11 • 3176'HEAT STRENGTHENED GLASS SIDE 3/16'HEAT --3118'HEAT STRENGTHENED GLASS I..-- LONG SIDEF- 3/18'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7118'AIR SPACE ,080'PVS INTERLAYER T- y Lo Y: 4 11 S 11 SHOR USED AT CURVED SIDE USED AT CURVED SHORT FRAME MEMBERS ON.MAX.LY 26 S/0' FRAME MEMBERS ONLY 28 st SIDE d. ®11.7/6'O.0GLASS SITE ®ti-7/8'O.C.MAX. GLASS SITE Z 1-3 1.3 0 LONG SDE 20 13 22 21 13 r eWmas GLASS TYPE 2GLASS TYPE 4 SIDE SIDE ��•��1 V 11.YNN 4, /1`F'p'��ii *� No.88706 yl SHORT l•� - _ SIDE E XLYNN MILLER,P.E. P.E.048108 TABLE 6: 1Mndow Design Pressure(+!•,psntor Glass Type b eng Side 7/1S"LAMINATED 67.7/8 72 76 80 B4 Be 96 Op. ._ 104 GLASS STACK 3D +9p1.125.4 +901.12D +90/.1185 ,98'•111.5 +90/.1 .S +9-106 +881.104.8 +901-1015 +9W-102S +W-10D.7 +90/.97.9 OBO'$GiN7ERLAYER • .116.8 • 8 +901.1 3 •9.101.8 +9.98.7 •901.95.7 •881.92.3 •801. .8 +90/90. •1.89. 0.8 34 +801.108. ♦901-103 +80/ .8 +9W •801.91,8 0 8.2 0.84.4 +l•B.S 09D.1 +/-79.8 +/- .4 3/18'ANNEALED GLASS 38 •90/.102,8 +9.97.1 •9.928 +1.88.9 +1.86.6 0. 8 •1.79,7 +/. .2 +/-75.1 1.73. +1 3/16"ANNEALED GLASS 38 + •984 +90/92.2 +•88.7 +1.83.2 0.887 +/•78.1 +1.75.2 +1.72 +•70,3 0.88.6 •400. ODUCramwED + .94.8 +l. .2 + ,l• .B-N.7L2 0.743 +1.71.3 +t. + .1 +•3. + 4 11 opMplyhh��ggwllhatvFimidu 2 +9.91. +1.84.7 + .7 +4 .4 +1.74. +/•71.3 +1 .2 +• .7 +IE1. M• .8 +!• U8ED AT CURVED Idlrtg Code + 09 3 0.82.4 0 8.9 +1.76.4 +/•72.1 +/-889 0 .6 +• 0.6• FRAME MEMBERS ONLY No F +l •OD.B +• +l• 0- 1 +/•88. +1.63.8 +l .3 0.67. 28 Ste' Z ♦. 3 +• .6 +J•71. ,/•�. ♦ • g + 11-718'O.C.MlUL GLASS BITE �- LONG SIDE J so ♦•BD. 0• .b +•74.1 +l• .3 0.88.7 0 1 +S9. 1.3 T_ '-��� s4e n 52 +/•7.1 0.78. +. 4 ♦. ♦ +J. b4 +1.77.4 +1.73.8 +1.70.5 +J•87. +/ EXTERIQR SHORT +. 0 086.3 a 20 13 SLOE : ar so ••7.2 •1.70. • J_ 6D +1.727 asB.l + GLASS TYPE 6 82 +1.71.2 0.87A 04 0-x.7 045,8 M • _ h+- LONG BOE -w{ ♦/ M 1)Bl CK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP•TO-TIP DIMENSION TO DETERMINE THE BL1CK DIMENSION. 8� t�V 2)FOR SIZES NOT SHOWN,ROUND PP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. .- 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. [] 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS, d • da TABLE DIMENSION MAY BE Z "� ORIENTED VERTICALLY OR Z(� d HORIZONTALLY AS SHOWN. v.w z ui +- P � V U U,N TABLE 6. g '°N 1Mndow Design Pressure(+N,psf)for Glass Type 7 c O o ti a u •/0 72 r8 84 100 104 09.112 1.1118'NOM. Q • /• + ♦ - • • + + +901.1 +fJ .11 8 +901.112.7 +90/.08.9 GLASS STACK 7116"LAMINATED a 32 •1 1 / -18.9 + .14.8 + 11.8 + -1 .1 + •1 3 +001.102.4 + -0 •901.11.4 + • . � GLASS STACK FF F 34 + •1 + •11 4 • - +9-107. .6 +90.98./ +90/• .3 ,90/92.1 ♦90/- .5 0.90 +/ .8 6NORT 1Aj •1 + •1056 +9.101.8 + •00.5 + 988 +0-00.3 ,1. •. 3/18'ANNEALED GLASS 3 ,/ B • .3 N SIDE Z /•1 1.2 +9-1042 ♦80!•97. ♦90/• +8091 +•5.2 +/• T8 4 +1. .4 +•74.3 9118'TEMPERED OLA88 84. ,/• B +/. .3/18'ANNEALED CLASS 0 •80!•1 .9 + .8 93.4 s .1 +18. + +•80.8 0.78 0.73.8 ♦.70.$ + 42 ♦ .2 • 91.2 +147.4 04 4 +•88 0.77 •-731 0�6 +1 .9 + ,2 7118'A93 SPACE 080.80 D4TERLAYER W 44 •901. ♦ 93.1 H .1 +/- 091.4 0.7X8 +1.74. 0• .3 0$. 0. .9 11 2 z 8 +904 5 • •91. 0 0.83.2 •. .2_ +1.78.4 ♦1.71.7 0 1 •1 .1 g LONG z 48 +901. .6 +180. 0 +4i--:-' -777. 0.7 +l$9. ♦I• SIDE �j 0 60 +801.81. 097. + +1-7 4 +. 0- +l 7.8 U8ED AT CURVED FRAME MEMBERS ONLY 28 6/8' + •1.83.4 +4 +•78 N•71.8 (�11-718'O.C.MAK. 1 q to ♦•8 .. +. . ,. . EXT OR os N• ,B +1.79.4 --f-1737- 62 60 #!•1.821 0.71.0 +1.73.5 C] 22 21 13 SHORT j `���,�1�LYNN q4/( 0.78, BIDE 1"-- .`�1'�� �1cENSF''•�Fy1 X2 GLASS TYPE 7 8:t +•'F4 = No.68706 r 1)� DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND,Ue TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ��•, T 13 �i 3)FOR ARCHITECTURAL WINDOWS,POO THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0 STATE F ; 4,W 4)THIS BHEETAPPUES ONLY TO FLANGE AND EQUALLED WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. ����'••. LOR10P.•'��� A.LYNN MILLER,P.R. PER 89785 TABLE 7: _... Window Design Pressure 1;+/.,pail for Glass Types 8 B 8 LOW 0) 67.7/8 1 72 78 so S4 1 68 92 1 98 1 1 120 124 128 132 138 140 144 3D ♦ •1 +90.13D + •1 ♦801.130J71, +901.130 +0.3D a •130 ♦90.130 +901.130 +90.136 ♦ •13D ♦90!•130 + .130 4901130 .90!•1 +001.130 + 1.130 +90.30 ♦901.130 32 +901.130 + •130 ♦ •130 ♦90-30 • 1. +90.130 a .130 + --130 ♦9D/.130 +90.130 ♦ !• + - ♦ +90.3D + •130 + •13D + •1S0 +801.130 30 •90.130 +90• • 1S0 +90V•13030 +90-130 +W-3D + .130 ♦ -130 +90/431) +0-130 •90.1 +90.1 +80.130 +801 ♦ -130 + -130 ODl1LTRB148WBD 38 ♦90.1 ♦90.130 ♦ •1 ♦90• ♦90.30 ♦ + .130 +90.130 •W. + •1 ♦ ♦ ♦ •13D ♦ .130 +�1.11yO1gw3d�ilwPlo>ido 38 +91N 130 ♦ -35 _+ .30 _♦ -130 3D -+W).130 •DO!•130 +801-1 ♦00.130 ♦90/•30 7991.13D +901• •001.1 +00.12.3 u71dG�eC + ,L .♦9DL130 +9N:130 i90-130.. .i1:13�' 30 ♦ 1.130 ♦80.1 ♦ ♦ r -128.8 • ♦891• _ No .1i. 42 + .1 • -130 ♦901.130 +90.13030 +90.30 +90.1 • •120.3 +80.123.2 7-9-0,71-9.7 19.T +90.118.4 + ♦ t + -1 ♦ .1 ♦ ♦ - + •+901-1 +90-30 + •130 +90.1 +901• -1 . -1 b♦ . t ♦ .3O.90.130 +90.130 ♦ •1 + -1 + -1 .2+89.41.119.+ + •30 + •130 ♦ + .1-123 84 +001.1 • •130 +0011 ♦00.3D27.1 55 ♦901.1 + -1 + •1 +8. N 68 •901.130 ♦ -1 ♦ •130 L rc 80 + -f- 1 +BO/-130 ♦89.0.129. n 02 a�l.t + •136 .. KL ♦001.130 + •t 88 + -130 +90.130 a 1 FF ^oLl NOTES, .- 1)BUCK DIMENSIONS BROWN.FOR FLANGED WINDOWS,SUBTRACT 1•FROM THE IW-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION, � 2)FOR SIZES NOT SHOWN,ROUND P TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. p W IL � 7 moi TABLE DIMENSIONS MAY BE C ORIENTED VERTICALLY OR p Z a y 1-1118'NOM. HORIZONTALLY AS SHOWN. 1� GLASS STACK 7/18•LAMINATED 7/18'LAMINATED LONG DOW GLASS STACK GLASS STACK SIDE OBD'80INTERLAYER 3H8•TEMPERED GLASS �-3119'HEAT STRENGTHENED GLASS �- LONG SDE 1" >� 3118'HEAT 3/18'HEAT STRENGTHENED GLASS T- \\� Z 311V HEAT STRgo S -STRENOTHENED GLASS 7/18•AIR SPACE _,D9p•SG INTERLAYER SHORT IDE LU HORT 8S� SSDEUSED AT CURVUSED AT CURVED�-•) S zFRAME MEMBERSON11-7JB'O.C.M818' PRAMSMEMBEItB ONLY 28 8�® GLASS SITe GLASS BITE u. C®71.7(8'OC.MAX 1$ �-►- LONG BIDE -�{EX0 13 22 21 13 SHORT !� LONG GLASS TYPE 8 GLASS TYPE 8 sM` y� SIDE ` � ; FM. ' No.88705 SHORT SDE `•�� STAT FONA �1 A.LYNN MILLER,P.E. P.E.9 98706 2X WOOD BUCKSTRtP ..IEDGE OR FRAMING,SEE INSTALLATION INSTALLATION EMBEDMENT DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B INSTALLATION EMBEDMENT 1X WOOD SUCKSTRIP, TYPE A Z SEE NOTE$THIS SHEET 114•MAX EMBEDMENT SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE • ° EDGE DISTANCE PER SUBSTRATE, r •� DISTANCE FRODUCTRBNSWBD EDGE ® Bee TABLE 8,THIS SHEET es owplyyltaBwhh 0m Florida DISTANCE t °• BvIWInBCoda 1!4•MAX °. Amrytattae No, 1 SHIM 1 �' 4 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE y•' DISTANCE PER SUBSTRATE, 11 SEE TABLE 8,THIS SHEET ° USED AT CURVED 11 a 29 FRAME MEMBERS ONLY EXTERIOR b ({$11.7/8.O.C.MAX. CPER ANCHOR I 4 VISIBLE LIGHT WIDTH= 1� 8 .•° �+ o REQUIREMENT )CK �• •� , �• � WINDOW WINDOW BUCK WIDTH CONCRETElCMU BUCK TIP 70.7113 WINDOW WIDTH PER ANCHOR •.ot! REQUIREMENT HEIGHT 1� 1/4•MAX.SHIM HORIZONTAL SECTION A-A Po TIP-TO-TIP, N a WINDOW 612 STEEL J HEIGHT VISIBLE SELF-DRtLLINGOM6 li vaw d HEIGHT a LIGHT (OS)BEE TABLE B, TABLE B: p THIS SHEET Mln.edge x O.C. (�j X f,2 - _ WINDOW Anohor Butrolmte 013toma No.EntOedmant a et W p op SUCKMGM 8 1 1 F� 1D 0HEIGHT- of o 2-3W INSTALLATION 612er914410eastraw minA3 '"" c»> O z o 8 Ste 0. 1 .-Z d Z METHINSTALLATIOD D N ANCHOR $loot Stud Gr. n. B' 0. 1 1r v F UNDERNEATH THE P.T.8 m Fine G 8 1 1318 r m BEADING EXTERIOR M12 or 614 Steel Bomw(GB) A umtnum, bat 3345 min 0: ; 7oauS �I'77 Sloes Stud,,-bi:33 min. 316 0.046 18 Oa• r MIMU-DADS APPROVED MULLION 1W 410 88 CreleFlex U outod o U, M C•80 2. 2' 1.1/4' 96 21 Concrete Imin.8.98 ks11 1' 1-314• 1r (SEE BEPERATE NCA),ALUMIINUM, Conoco min,2.88 Ra 1' 1.314' 7r ~ 8 STEEL FRAMING OR STEEL STUD. y w aS SEE SUBSTRATE PROPERTIES, 1/4.8teoi Ullreton a 2-1/r 1 1 g Z U muted CMU• M 2.11 •14 1 Q, TABLEB,THI88HEET LJ T+ 6 1!4•MAX SHIM Grouted CMU TM 2 ! 314 1r t9 F� Conwolo .3.8 1.114• 4 1 i 8/16 Steal Uliraoon Gmwtod CMU, BTM 2-fir 4' 1r �S D�- 1 •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE ���iii •ottta�i�ep s 1X WOOD BUC1(BTRIP, e SEE NOTE 2,THIS SHEET �— . .LYNN 1�Ai� EMBEDMENT CONCRETE PER ;� a1��•'�%OSNS�c'''��P ANCHOR INSTALLATION NOTES: C r' . °° 9 n e •;` REQUIREMENT * No.68706 r , . 1,118E ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. I •• ..E •.... ° 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-1X-,ARE BUCKS WHOSE TOTAL THICKNESS ISLESSTNAN1-Ur.1XWOOD SUCKS ARE -.p'•, 7 1�3 GJ� INSTALLATION TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS`2)13 ARE 147 THICK OR GREATER DISTANCE '•. BTA E F AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING i O TYPE B SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION. ��'��-•.kLOWD...'�(a;� VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ONAL 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER P.E. P.E88970E 2X WOOD 13UCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE DISTANCE NOTE 2,THIS SHEET TYPE O TYPE F EMBEDMENT 1X W E 2,THIS � ►I EMBEDMENT SEE NOTE 2,THIS SHEET ' INSTALLATION L� 114'MAX ° TYPE E EMBEDMENT L ►I I SHIM TYP.ANCHOR TYPE,EMBEDMENT AND ° --�_. EDGE DISTANCE PER SUBSTRATE, EDGE EDGE a ;�: O SEE TABLE 9.THIS SHEET °• DISTANCE ODUCTRBWWBD DISTANCE oemWS'fB whb Um PimMa � Idiffsoccle 1/4'MAX 2 tame No 2 SHIM OTYP.ANCHOR TYPE, .� M Prodnel onlroTj EMBEDMENT AND EDGE f 11 DISTANCE PER SUBSTRATE, 11 SEE TABLE 9,THIS SHEET ° EXTERIOR n� USED AT CURVED ` ro 29 FRAMEMEMBERBONLY °' .,.,;. .- 4 0 11 rc 4�3 ®11.7/0.O.C.MAX. CONCRETEICMU PERANOMOR VISIBLE LIGHT WIDTH J WINDOW BUCK WIDTH•2374" REQUIREMENT — WINDOW BUCK WIDTH WINDOW 1la•MAx SMSA HORIZONTAL SECTION GC PERARNCE M CMU BUCK OR HEIGHT � 412 STEEL SELF-DRILLING SMS VISIBLE (G8),SEE TABLE9. �+ li $ Z d LIGHT THIS SHEET TABLE 9: t�S HEIGHT= Amber Subshate MIn.Edge MIn,Embedment Man O.C. U X uj e- S WINDOW Dtotame Sp"Iry U7 p > ,H BUCK o ire tD O (9 HEIGHT• 1112 01 014 410 88 a*MW AN m 83 �' a-Z 4. 45 2.374' INSTALLATION A38 Steel O o TYPE H r m n. s a O P.T.Bout m 9m(80.0.68 9/ 1.318" 0 EXTERIOR a 1112 0/4 Steel Screw(85) Alumlmim, TB min 3/B' 0.083' 1 JVL Stool 318' OBS•• 12 Steel Stud,Or. min. 310" 18 Ge 1 1.1 O MIAMI•DADE APPROVED MULLION 114'41088 CdetaFlex nemuled CML, 1 12'Concrete 0nln.3.30 ke0 1' 1314' 12* 21 (SEE SHPBRATE NDA),ALUMINUM, 0 STEEL FRAMING OR STEEL STUD. Ommrote min,LOS ke 1' 13/4' 12• I SEE SUBSTRATE PROPERTIES, 1/4'Steel Uhmoon mroN m e z TABLE 9,THI8 SHEET 2.1/r 1-1/4' 12• $ ro TM " gC6 r-•1141 MAX SHIM BI1"Stool unmeon m� n.m .B el) I 1.3/4• 12• ._11. Gmleo CM ASTM 5.90 -Y 1 1- 1 ZZZ555pj •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL' 1X WOOD BUCKSTRIP, SEE NOTE 2,TIil8 SHEETLYNN °7"'• CONCRETE PER EMBEDMENT ���•'VCENSF'•,F)1 �i% ° "• ' ANCHOR INSTALLATION NOTES., 9 '+ 4 ,•y REQUIREMENT No.SBTOS '. 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, INSTALLATION 2.WOOD BUCKS DEPICTED ON THIS SHEET AS 9X',ARE BUCKS WHOSE TOTAL THICKNES8IS LESS THAN 1.112•.1X WOOD BUCKS ARE % O t G.' TYPE F I� DIS EDGE�E TYP.ANCHOR TYPE,HMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTEDAS'W ARE 1.112'THICK OR GREATER. CPQ'•, STA IO�F 3 r(V: AND EDGE DISTANCE PER EE TABLE 9.THIS SHEET INSTALJURISDLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED 13Y OTHERS ORAS APPROVED BY AUTHORITY HAVINGSUB �� '. �COR10t.•'G�� VERTICAL SECTION D-D �ONAL 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. /I/1111 t i t t 1 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A LYNN MILLER,PF. P.E.0 68703