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RC-13-2476 (2) Miami Shores Village Building Department NOV JA 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: _ INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 20 IZ� BUILDING Master Permit Nok �?�^ 01) PERMIT APPLICATION Sub PermitNo. ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL PLUMBING r-j MECHANICAL E]PUBLIC WORKS CHANGE OF CANCELLATION [:] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: )tz- N-C- 10+ 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: �1 OWNER:Name(Fee Sim le Titleholder): °y V� Phone#: f - ,V i' l S Address: U City: State �I /� Zip: Tenant/Lesse Name: Phone#: Email: CONTRACTOR:Company Name: c� Phone#: O Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Compete cy# DESIGNER:Architect/Engineer: one#: .174 4 s 6 0� Address: OMs City: Xi 6&N, State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: Addition ❑ Altera 'on o❑ Ne Repair/Replace ❑ Demolition bov 5z Description of Work: 01f 7/w rc�c, r l-t 2 wtINS o4® Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ 9 , or) Radon Fee$ DBPR$. Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ �® Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) 9 Bonding CompanV.'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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence f such posted notice, the inspection will not be approved and a reinspection fee will be charged. c Signature ��`� Signature OWNER or AGENT ONTRAC The foregoing instrum nt was acknowledged before me this The foregoing instrument wa4A"4'ged before me this day of ( 20 by Iq day of 20 �7 _ ,by who is personally known to ` who is personally known to me or who has produced� `�75�� ?—�"�as me or w has produced,i�2, �5��.30`���'as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Public State o Pri Wi Nota Public State of Florida 00 Joanna m reh082753 Joanna M Felicia Se ::g spy commission FF Seal: a My commission FF 082753 u` Expires 0111212018 os Expires 01/12/2018 cw +}e N APPROVED BY Plans Examiner Zoning it 15 Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS PROFESSIONAL REGULATION ND CGC058357 ISSUED: 08/31/2014 CERTIFIED GENERAL CONTRACTOR ADEBISI,SURA)MOFOLORUNSO DEEN CONSTRUCTION COMPANY IS CERTIFIED under the provisions of C x;01 EXpWion date:AUG 31,2016 J THIS OOMWAU IS MINED AS A"TSI 00 WPOIWATION ONLY CONFERS N MGM iii THE CERTIFICATE HOLO MR.THIS 'CERT ICA"! NO'C AFFIRIEAMIMY OR t&GATWMY AMEND MaM OR ALM THE WVMA69 MFORDW BY THE POLICIES aftaft THAI CERT{I=Ir It OF INSHMM DOES WT CONSTI`t`UM A CONTRACT VEMSEN THE JRIA(Rj, AUTHORIZED REPRESENTATIVE OR PRODUCER,AND 11M CERTIFICATE HO Ot1RT (P AtRi#Tit L wanw.the Poo*"3lN b0 I . MON I$WA I).sobjW to' tin wm mid condIllone off ... *cedolo VoWn myw*fire an amlowneft 'A 1'* IRA corger dam to the cerwkwo holder PRODUM CONTnUM aL IMURAMM 0 '1CIS -7770 na,. 3758 West 1.9*h Avonue sr�tia€�atst�3. var�arar�a���a�.ecs Hialeah, n 33012 �, • , :W S CIM-T* INSU = CON x.1573 ga�KRDSM CONSTRUCTION e. RER C 5881 NK 192 SST emma, Mme, VL 33015 94MJFMR E: 786-222-2101 COVERAGN CER1'IFICAT REwwwNS MA: . 0. THIS IS TO CERTIFY THAT THE PONES OF WWPM E HAVE MEN ISSUED TO TMi INSURED NAVED ABOVE: THEPOLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIRMNT.TM OR CONDMOKOF ANY CONTRACT OR OTHER OOWWff WITH RESPECT TO WHICH THIS CERTIFICATE mAY 8E ISSUED OR MAY PERTAIN. THE NSU OE AFFORDED BY THE POLICIES DI StASEO HEREIN IS`S w6cT TO ALL THE TERMS, EXCLUSUM AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN 11PAY HAVEMR ROUGED By PAI)CLAM. TYPE OF 90URANCE AML vim Mott. Lt�lITS OENEW UABILrrY tJCCU s 1 0.00, 000 COAL Mom""MAY kl g� 190_,.000 E 0 OCCUR An : E C P001559200 7l vl xa' 11912015 s,a v $.:.1 Opo 000: GEWRAI. AQGR9GATE $ 1 000 If 0.00 GM A00FWATS PLO Pat PMX)UCTS OOMPMP AW 3 11000f-000 AUTt1l4d09I1.E UABN.PI'Y ` AWAUTO BODILY Xxw(Pw yarn) 5 " AUTOS OWNW P <iE LED MY KRW IPS ) $ S NM AUTOS LUSAKI.A. $ .. EXCESS LIAS AAAfi18 "TE. . t�En RaTrtt� MINERS AM EMPU)"MV UASUN YIlO WA E6'EACFil4COtLt . r r E.l tItSEA�BE .. S rg ttiCBCR�i"itlli£iF �f It�A�d VI£LE~rl 101, � *** cortifted-holderiso l t d as Wd i bona. nSUr" GZNZVAL =M%A=jk 1.8 LIC1 88 #0=05835 CERTi TB Miami shores Villages SHOUW OF THE AWV9( SCRWD POLICIES BE CANCELLED IEFOM 10050 NX 2nd. Avenue THE TION DATE THEREOF. NOTICE VVILL BE DELIVERED IN Miami. shw a, n 33135 Acca WITH THE POLICY PROVISJOWN AUTHt1Ry8Eiy sEIaTA ,.. . X110 AC13 Ltd T' Ia All �sl. ACM2601=5) TISACM loft WA fto am regislamd ffmft of ACWV Local Business Tax Receipt Miami-Dade County, State of Florida --THIS IS NOTA BILL-00 NOT PAY k1LBT 3790101n-1) BUSINESS NAIb1EILOCATION RECEPT NO. EXPIRES OEEN CONSTRUC"nON RENEWAL SEPTEMBER 30, 2015 COMPANY 3875011 Must 192 ST uss be displayed at plate of business 5881 6881 FL ST Pursuant to County Code MIAChapter 8A-Art.8&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED DEEM 00t,SMUCTiON C:0I.,?1V'IY 196 GENERAL BUILDING BY TAX COLLECTOR td0 SURA."M ADE DISI CONTRACTOR 82.50 10f03.20'=' Workertsl 2 CGC058357 0223-15-000062 This Local Badness Tax Receipt only confirms paymost of the Local Badness Tax.The Receipt is nota license, permit,or a certification of the holder's qualifications,to do business.Holder must comply with any governmental or nongovernmental regniatary laws and requirements which applyto the business. The RECEIPT H0.above mast be displaged on all commercial vehicles—Miami-0ade Code Sec 8a-276. MIAMI For tours iaformatioa,viait uw,mipmidy e_gavjtexoo�Igg19S V . JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 3/4/2014 EXPIRATION DATE: 3/3/2016 PERSON: ADEBISI SURAJ M FEIN: 650640206 BUSINESS NAME AND ADDRESS: DEEN CONSTRUCTION COMP 5881 NW 192ND STREET HIALEAH FL 33015 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 Miami Shores Village Building Departmentallw .•.s ami 10050 N.E.2nd Avenue Miami Shores,Florida 33138 eo�b Tel: (305)795.2204 AOR Fax: (305)756.8972 Page 1 of 1 Permit No: ke, Structural Critique Sheet � 1 - C� 2x 6Cz 3 Q�� Af- cV IV OA wD +• Y e.+.� • tl� a��� b�-S �owe. �� � 4V 44 -2- e- 4 -2.e- a& go P"-�d tN. ...L w-4 ca,r.e. IrNo w' ¢n •S iia Lt: .� L,, r�s•kf,n?� ,�.o s{' , .(v�oW°�/�e. .l w .e, .f..J �../If1 -.".7v� C 4A b ! Y S D 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. Mlehdl Asraf M Miami shores V Building Department �ORiIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I(We)have been retained by Act .-J to perform special inspector services under thelorid Building Code at the 14 t project on the below listed structures as of l f (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) ®,ems SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(84407.5.4)t-'° F::�L(,,40 (?dq.Z,s , ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note:Only the marked boxes apply. The following individual(s)employed by this firm or me are authorized representatives to perform inspection 1. LA-Ag 6-4J 2. XOA-4 3. 4. r' *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qual'if'ied by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect, graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. I,(we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we)understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector.All mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department.Further,upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge,belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accqrd.ance with the approved plans. Signed*r sed Engineer/,chits NameaA� 944 t"m Address 10013 21 4 L(/A,.%f 331 J DATE: Phone No. j""�G o 3 sa &013 Created on 0/10/4009 WINDLOADCALC.com t1 a r p s '" Wirldloadcalc.com�� 4 y Your Window to$uccoss , Zf iUuvc aau�ed" ft a1 w m� _iObNaipts� .�* _ �' Wad ASCE 7-10 _ ���` �•t Version 7.2 2004-2012© I k a 4 Building Permit Edition bpd aielttt. 01 MWO Sa Wind Load Program em 0. 3 Mp N/A 9.0 20.0 I80 16.1 -32.8 � i� ' . N/A „ NIA "777,777,. ta:- a� �- _.. �a. z, --'_ .'°'€- tr''Sk4 �i R �" 'kap `i a'� N- - N/A N/A DOOR 1 4 7 6.0 7.0 42 35.8 -39.1 r�'� WIND 3 5 7 2.0 4.0 8 40.0 54.0 4 =6r 1 NOV 1 2014 www.wWoadcWce'.*m `/ 1111312014 Pagel WINDLOADCALC.com all ON.IMMOM w} t � Windtoadcatc.coms: " - �r�uaC1Y 7Ye1 tY{aKlflt e rel � z Your Window to Success oaure _ z r, � r z rt ASCE 7-10 lb < Version 7.2 g , 2 2004-20120 13ti4 fi ,M ' U Building Permit Edition �r T r Wind Load Program WIND 5 4 7 2.0 3.0 6 40.8 44.1 ?'° _ ✓Y.._ ND ,'x'•;�Sn Sk r, r+ �' r _�}: �. = �", `: w'e T 3�'#.�,.' - i _ -�-'- _ G ,:+ ra�:.� WIND 7 4 7 3.0 4.0 12 39.0 42.4 MM, "Ok 7777"'777577777, WINDS 5 7 3.0 4.0 12 39.0 -51.9 .a ..s,<". {i;,f WIND 11 4 7 12.0 4:0 48 35.4 -38.8 1",' W 4 .« mw'iiiday r WIND 13 4 7 3.0 3.2 10 39.6 42.9 IT {{WIND 15 5 7 6.(7� 4.^0 277 37.0 -47.8 2'. "' .. ...•• .ar„*w ,uH t I{,r'Y'1' t,h.. C}R'A7,.':- ,.gV:� _„ 40 {WIND 16b 4 7 9.0 41i,,.0 36 3�6yy.2 -39.5 '4,4. ':24 ~:S,Tw :. `< ' 1 a w WIND 18 4 7 3.0 2.0 6 40.8 -44.1 'z r ;aw'.b MUM f it .' ,r� +.,�"4` y 77 �71r f+ r x3 err =.z hairii �`77 .i i� a VCM i ',- alt - _ n �'#,+ jr��r t"�•;'r ✓•"' ��� � -- i kit" - ��'���' _- - "; ,"�a, 1 s,':' .�<� F .I „s_.=_ «^a, Our 11 v' • www.windloadcWr_oom 11/13/2014 PSP2 f ' MIAMI-M E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) m. wmiamidade g2Ul era Sunshine Windows Manufacturing,Inc. 1745 W.33"Place Hialeah,FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 111650(XO)"Aluminum Horizontal Sliding Window-r L.M.I. APPROVAL DOCUMENT:Drawing No.H80841,titled"Series 1650 Aluminum Horizontal Sliding Window(XO)Impact Resistant Glass",sheets I through 7 of 7,dated 03/14/08,with revision#1 dated 03/05/12,prepared by manufacturer,signed and sealed by Francisco Hernandez,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 LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising qr any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be.displayed in advertising literature. If any portion of the NOA is displayed,then it shalI be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#09-1217.04 and consists of this page 1 and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 12-0320.06 1< ;� `� Expiration Date: April 10,2018 f6/1 12 Approval Date: May 17,2012 e „ t Page 1 Sunshine Windows Manufacturinu._Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 11808-01,titled"Series 1650 Aluminum Horizontal Sliding Window (XO)Impact Resistant Glass",sheets 1 through 7 of 7,dated 03/14/08,with revision #1 dated 03/05/12,prepared by manufacturer,signed and sealed by Francisco . Hernandez,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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5331,dated 09/18/07,signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA No. 08-0107.08) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 20294 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 horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5015,dated 07/27/07,signed and.sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No. 09-0107.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by Sunshine Windows Manufacturing, Inc.,dated 12/15/07, signed and sealed by Francisco Hernandez,P.E. (Submitted under previous NOA#09-1217.04) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) Manuel re&4 P.E. Product Contra miner NOA No.12-0320.06 Expiration Date: April 10,2018 Approval Date: May 17,2012 E-1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010,and of no financial interest,dated March 12,.2012, signed and sealed by Francisco Hernandez,P.E. G, OTHER 1. Notice of Acceptance No. 09-1217.04,issued to Sunshine Windows Manufacturing, Inc. for their Series 1650 Aluminum Horizontal Sliding Window--L.M.I.,approved on 02/03/10 and expiring on 04/10/13. Manuel ez, .E. Product Control her NOA No.12-0320.06 Expiration Date: April 10,2018 Approval Date: May 17,2012 E-2 3 1/8` A MAX. DESIGN PRESSURE'S CHART-PSF r»• :ti r. iirt:7rk>d3 L•;:w;';••i5!'r3:: HEAT STRENGTHENED LAMDJATED IMPACT a ?x«r^:•:•n e:»rr4w• o GLASS GLASS SUIIMPACT IMPACT 18h,ICme 1��I,t,Idm vvnmw ANCHOR IIUBRICANSPROCrHMON DIMMKON SCHEDULE Is NOT RRQUMW -- - __�� =:r__ =w::�_ 1748 W.33rd Piece Mmft PER pqt 1314*SHd. 3"sni, 0 0 I// E Mu(300364-OM WIDTH I#DHT HEAD& ✓�/ su EXT. WT. W. INT. Faw(308)828-8118 28 1/2" 4 83.33 120.00 8 0.00 120.00 =_--=-_ ------ _---_-- L�_c_-_ O 37" 5 83.33 120.00 80.00 120.00 ap 1 E as 1/8" 8 3 83.33 119.30 �.� 119.3 n I B I FALSE MUNTNS (SU �E APPLIED) 74 B 83.33 90.00 80.00 90.00 J� BE a 281/2• 4 83.33 120.0 80.00 120.00 \ 1 3 1/8" 10" 37' 8 93.33 120.0 80.00 120.00 MAX 631/8" 3�- 6 5 33.33 98.80 80.00 98.80 7, WINDOW WIDTH Fy 8 53.33 Rn gn ID&Lo CAL ELEVATION (XO) 53 1/8"Ifo a/e• 6 6 83.33 88 40 80.00 68.40 GXNERALNOTM 8 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. s7" F#8 83.33 8&20 80.00 2.- CONFIGURATIONS OX AND XO. 83 75.00 75.00 3.- SHUTTERS ARE NOT REQUIRED. rW Q 7a• 53 33 82 00 82 00 82.00 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 2a" 3 53.33 120.0 80.00 120.0 5- FOR MIN. EMBNT EDMENNTO CONCRETE OR T EMBEDMENT INTO COMNCRETE/MASONRY AND NRY WITH 1 BY $t1�42.DIAM.EDGE DISTBYELCO CIE. FOR ATTAf{}I�IENT INTO 2 BY OR Yt00DEN STRLICI�RE USE iL4 DtU1M ULTRACON BY E� O 38" 4 53.33 120.0 80.00 120.0 WITH t 7 2 MIN. EMBEDMENT INTO WOOD AND 1 MIN. EDGE DISTANCE. FOR ATTACHMENT INTO METAL USE 1/4" DIAM. OWE 5 SHEET METAL SCREWS 41t" 24" 6 3 53.33 120.0 80.00 120.0 WITH 1" MIN. EDGE DISTANCE. eD" 7 53.33 120.00 80.00 120.0 6.- CONCRETE STRENGTH Vc-3,200 p8! MIN., CMU PER ASTM 090, FILLED CMU fm-2,000 pal MIN. 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 72" 8 53.33 90.00 80.00 190.00 8,- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE` G= 0.55 OR GREATER DENSITY. 2a" 3 53.33 120.00 80.00 12D.0 9.- THE THICKNESS OF THE STEEL./ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8". c ALUMINUM SHALL BE 6063-T8. STEEL SHALL.BE Fy- 36 KSI MIN. 38" 4 53.33 120.00 80.00 120.0 10.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS 48" 38` 6 4 53.33 120.00 80.00 120.0 TO THE STRUCTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALSSHALL BE PROTECTED (BY OTHERS) or 7 53.33 99.90 80.00 99.90 AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FSC. 72" 8 53.33 88.80 80.00 88.80 38" 4 53.33 100.40 80.00 100.40 GLASSt a 48" 653.33 93.90 80.00 93.90 0.340"OVERALL LAMINATED GLASS USING TWO UTES OF eD• 4r7 8 53.33 87.00 80.00 87.00 0.128" HEAT STRENGTHENED GLASS WITH A 0.090"INTERLAYER FILM DUPONT BUTACITE PVR. BETWEEN THE TWO UTES OF GLASS. 7Y 8 53.33 74.30 74.30 74.30 LAMINATED BY TECNOGLASS. MtODUCTRBVLSM 38" 4 53.33 90.00 80.00 90.00 asomrosaitdftwith doFbft DRAWING No. 48" �• 6 7 53.33 87.00 80.0 87.00 AoWpfteeN.If-L�J2t706 HS08-01 80" 7 53.33 83.40E30.083.40 qL�. LEET 72" 8 53.33 87.80 87.80 'R•�IL.)RANCISC PHERNAN3E3OF 7 3 11 V 8" 7 NVM. A I «tl•C lt•'.•.YIY• t:ir.^fru. r...n=•. 1IMPACT IMPACT DESIGN PRESSURES CHART•PSF 44 GLASS GLASS $U99 ne Vmdm HEAT STRENGTHENED LAMINATED IiMPACT k dacwmg,k RESNrANTG ��---___ naa W.axe INeu {RINDOW ANCHOR HORBICANB PROCTBCtION Pro( 6)X4"52 = C D Exsmi as t DIMENSION SCIDtD1;A,E TS NOT 9FQtms» /f PER PER I Y4"SILL 3"Sn L C} WIDTH MQOHT HEAD& JAMBa t SILL W. tl .10". INT. 7a• 38 3/8' 11 6 33.33 90.00 FALSE MUNTINS (SURFACE APPLIED)8 53.33 90.00 ttt��� MAY B£ USED 6 53.33 90.00 � 3 1/8• 83 t/a• s3' 9000 MAX. 74' 11 53.33 65.20 80.00 S H 72" 48' 11 7 53.33 90.00 80.00 90.00 WINDOW WIDTH 48" TYPICAL ELEVATION (XO) O se' 9 9 53.33 90.00 1 60.00 90.00 GENERALNOTES: �" 72• 11 53.33 90.00180 00 190.00 CE.O 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FRC. 2.- CONFIGURATIONS OX AND XO. E� 3.- SHUTTERS ARE NOT REQUIRED. 0 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR WITH ATTACHMENTMINI TO COOED ORMASONRY C NCRETE �NRY AND 1 BY USE 1i 2" MINDIA.EDGE DISTANCE. ECO FOR R1i ATT }I�1 MININTO. WOOD CT AN TA M�USE 1 4. EDGE p DULTRACON BY EICO O� FOR ATTACHMENT INTO METAL USE t/4" DWM. GRADE 5 SHEET METAL SCREWS WITH 1" MIN. EDGE DISTANCE. 6.- CONCRETE STRENGTH f'ca3,200 psi MIN, CMU PER ASTM COO, FILLED CMU fm=2,000 psi MIN. 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE`Gm 0.55 OR GREATER DENSITY. 9.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8". o ALUMINUM SHALL BE 6063-T8. STEEL SHALL BE Fy- 36 KSI MIN. 10.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUC'T'URE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FBC. N GLASS: 0.340° OVERALL LAMINATED GLASS MING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVR. BETWEEN THE TWO LRES OF GLASS. y LAMINATED BY TEMOG ASS. PRODU PJWISBD as conipSytnEbrltbEeo Plaids DRAWING NO. ® �1103zo. � HS08-01 DATE 03-t4-OB FRANCISCO.HERNANDEZ FLQRIDA P0, 51393 SHEET 2 OF 7 \t qtr•"' O O 7:thJrrV# :%G G di'atr�','.aGj;„ma:rr.-r..•t 12 13 8 15 18 $UCIS�m w61dm 20 �IUf(IC�UN>g,MC. • 1745 W.33rd Plans 19aleah.Florida 33012 8 Pht(=5)384-9982 21 FOU(308)828-8118 01 to OZ 22 10 19 WINDOW WIDTH HORIZONTAL SECTION Oo ,g s � x 20 8 y� Q 8 17 8 O 15 3 N 2 In s (2)2•How 1B 3 2 VERTICAL SECTION (2)2- EV "' WITH SILL RISERHOLE " VERTICAL SECTION PAODUCT98VI8<TD � 7�s�htwdmodlm DwalnwD rlo. NoHs08-01 ,;q8 DATE:03-•11-K dL 9�-�1a..t'a. SCALE: , 2.a,. NFRANCISCO H2NA�NDEZ 3 OF 7 MATERIAL LIST MATBRTAL LIST ASumftVindm y 'Tmf PART@ RHQD. D88CRDPlION MATERW. rMM8 PARTS RBQD. D88CR1PTION MATERW.1 SW-019 1 FRAMfi HEAD 8083-TB 13 SW-018 1 MOVWO SIDE RA9. 8083-TS .2 B1V-019 1 FRAME Spl 8083-Ts 14 SWM7 AS IMO WEATHER STRIP SUL8 VINYLO 3 SWXXX21 1 INSERT TRACK 6083-Ts 15 SW-867 ROD LATCH ZINC 6 sW-012 2 SLIDER TOP/SGTTOM RAIL 6063-T8 16 SW-Sto 2/SILL RETICIRATEO FILTER FOAM ' W.3 8 03.019 AS ROD FIN SEAN PILE FELT 17 SW40771 1 SILL RISER 8083-Ts Pk(306)364-9962 8 84V381W 2 WHEEL BRASS 18 SW-014 1 JAMB TO FOXED PANEL 8083-T8 vma(]o6) -6118 9 80-017 1 MOVING MEETING RAS. 8083-T6 19 - ROD S2SCONE PEC:898 OR SIMILAR O 10 SW40il1 1 FIXED MEETING RAI. 8063-Ts 20 SW-•101 AS RO IMPACT GLAZING DEAD 8083-T6 v 11 SW-AS AS RQ ASSEMBLY SCREWS e 8 X 1'sMs. 21 SW-STL 1 3/8'X 3/4'FLAT BAR STEEL 12 SW-013 1 JAMB TO MOVING PANEL X83-T3 22 SW--AS 4 ASSEMBLY SCRENS 8 X 2 1/2'SMS. a812�••- 1.826 0.X)50 aoeo a7rso 1 1876 1 oosa T 1.437 o 39a o 0.394 � to oslz(--• 1.312 a GLAZING sw-o18� W FDXED MEETING RAIL MOVING MEETING RAIL JAMB TO FOXED PANEL FRAME JAMB TO MOVING PANEL 6083-75 O SW-40111 SW-017 SW-014 SW-IM3 ^NW1 8081-Ts 8083-TS 8083-T6 6063-75 O MUS 0692 2. 0.06U21.760 1.00 1.6760 8,062 _ 1.6090 a 0.810{- 2.00 1 FRAME HEAD AND SIL MOVING SIDE RAIL SILL RSR 948M TRACK SURER TOP AND BOTTOM RAIL sW-019 8 sW-xxal 0318083-Ts 6 T8083-T6 8m w N 6 PRODUCEREVISED aeoom iftwlththoFtwift DRAWING Na IIAoaoPmaae ft 2• 18 D ATSQB-01 D DATE:Q'1,-14-08 7 PCOC cC 'W-SIL-/'>L SCALE:1/2'-1' njOP4FRANCISCO P&- Ng SHEET 4 OF 7 1/4•ULTRACON 1 1/2'MIN.PENETRATION INTO WOOD. » =• /2' MIN. 2 1/2" MIN. (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS .«.': N +»• 11.4e lR N 1 t 4'MIN.EMBEDMENT INTO MASONRY REFER TO ELEVATIONS AND OEM PRESSURE CHARTS THROUGH 1 1 1/ BUCK ON SHEETS 1 OF 7 AND 2 OF 7) i TL39 • ., — TYPICAL.FOR HEAD. 7 tFk ••t+tx?xtt :• • (FOR MAX.ANCH SPACING AND NUMBER OF ANCHORS ?i„>,•r»}„;°%7ti rf "'. '•at REFER TO ELEVA AND DESIGN PRESSURE CHARTS '�a •8 a4. $'' ON SHEETS 1 OF 7 2 OF 7) Staulhine WItKb�s • > TYPICAL FOR HEAD. 2 BY WOOD BUCK BY OTHERS. I OC�IIfQQI<j,IDC. _ :'+:'`' •iro MUST BE PROPERLY ATTACHED TO TRANSFER OWING SYSTEM LOADS ma W.33rd Pleas TO THE STRUCTURE. SHALL BE APPROVED Pht(305)384-SM N ibd� III BY BUILDING OFFICIAL PRIOR TO Fina(3cWjs2&-S1ta WINDOW INSTALLATION. 1 BY WOOD BACK BY OTHERS. , L` TRANSFER PROPERLY ATTACHED ING SYSTEM 1� or cs r/1 TO TTS:STRUCTURE,SHALL BE AP BY BUILDING OFFMAL PRIOR TO WINDOW INSTALLATION. DETAIL A DETAIL S ATTACHMENT TO MASONRY ATPACBMENT TO WOOD q � rrq„77 N 1/4'SMS THROUGH METAL O d OF ANCHORS REFER TO EU50TIONSMAX ANCHOR SPACING AMNUAM DESIGN PRESSURE CHARTS ON SHEETS 1/4-S H METAL 1 OF 4 AND 2 OF 4). O ANCHOR SPACING AND NUMBER 1 a TYPICALFOR OF ANCHORS REFER TO ELEVATIONS AND MIN. MIAMI-DAK COUNTY APROYED DESIGN PRESSURE CHARTS ON SHEETS w�—MULLION. (UNI)ER SEPARATE APPROVAL) 1 OF 7 AND 2 OF 7). TYPICAL HEAD. L^ 1 y O N N DETAIL C 1 $. DETAIL C ATTAClIlV(&VT TO METAL STRUCTURB ATTACHMENT TO MUPRODUCT RBVIMWLLION as o mptykaiv t do rm a DRAWING No.(STEELL{J OR AML 1/9•MIN. rHNCKwEss) -� HS08-01 DATE 03=Lj.-S TYPICAL HEAD SECTIONS Gr 3-1s-ta `' 2•"'' FRANCISOO 14PZNMDU sHEEr 8 of 7 IDA, ; 81t�93 run,n ••t::t»�. .r«YK:::«t• A If r. $U113hIt1C WiRtI0W3 Ijt a 4 a 1745 N.33rd PI=N HWOWU FtoM 33014 Phu(305)354—OM Fnw(305)=-8118 ♦ q d ,•..F.; }r tJ� 3/4'WX.NON—SHRINK GRMA _ •° e• •a' a `.° .•"p .i p+`•. •i OR 1'BY WOOD BUCK °• 's •4 BY WOOD BUCK BERS, Y OTH -y:....-• ♦•.< \ •• e 'Q'o °d• 2i''$' 7MIN MUST PROPERLY ATTACHt�A TO DC, - GLAZING SYSTEM LOADS TRUOTURE.SHALL LTE APPROVEDDWb OFFICIAL PRIOR TO /2" MIN. 2 1/2" MHNOOTY INSTALLATION. 2 1/2" MIN. .,. 2 1/2" AN. (�UL CONH1 1/2'SPAMIN�1�MSEN I��• — — i/4'ULTRACON 1 1/4' MIN.EMBEDMENT' OF ANCHORS REFER TO ELEVATIONS AND INTO MASONRY THROUGH 1'BY WOOD B DESIGN PRESSURE CHARTS ON SHEETS � OR NON-SHRPM NON-METAWC GROUT 1/4"ULTRACOEMBEDMENT INTO MASONRY (FOR MAX.ANCHOR SPACING AND NU 'TYPICAL FOR SILL. 7). ►�"i (FOR MAX.ANCHOR SP AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATIONS D tY1 REFER TO ELEVATIONS ANO PRESSURE CHARTS DESIGN PRESSURE CHARTS ON .-i ►a w ON SHEETS 1 OF 7 AND 2 OF 7) 1 OF 7 AND 2 OF 7). �+ TYPICAL.FOR SILL ONLY. TYPICAL FOR SILL ONLY. DETA)L D B DETAIL F ATTACHMFdVT TO PRR CAST SII L ATTACEIlVIHNT TO MASONRY ATTACHMENT TO WOOD O x \ -� NTY APROVED MULLION. (UNDER SEPARATE ROYAL) I I � SMS THROUGH METAL. 1' 1/4'SMS THROUGH METAL 1Jw (FOR MAX.ANCHOR SPACING AND NUMBER MW. (FOR MAX.ANCHOR SPACING AND NUMBER �tt OF ANCHORS REFER TO ELEVATIONS AND OF ANCHORS RETER TO ELEVATIONS AND JJdd,, DESIGN PRESSURE CHARTS ON SHEETS DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7� 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL. TYPICAL.FOR 551. PRODUCT RBY151iD DETAIL G DETAIL 01 as CM Vit*WE*do mor de D RAWING No. ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION BuIldfas C44 HS08-O 1 (STEEL OR ALUM. 1/8'MIN.THICKNESS) (STEEL OR ALUM. 1/8' MIN.THOWESS) DATA::03-14-08 TYPICAL SILL SECTIONS ' ' 2._'. FRANCISCO HERNANDEZ StOET 8 OF 7 FLQI(IOA, PE �•81�� 1/4- MA 2 BY WOOD BUCK BY OTHERS I2ltta{fiu&t SHIM SPAoCE MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS 1/4'MAX. TO THE STRUCNRE. SHALL 8E APPROVED SHIM SPAM » » BY BUILDING OFFICIAL PRIOR TO i{::i•$tir}r'n,iGi"i rn WINDOW INSTALLATION. .....r7:: Simsfil a Mlmdolrs 1/4•ULTRACON , 1/2'MIN.PENETRATION INTO WOOD. (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHOR 1/4'REFER TO ELEVATIONS AND SMS THROUGH METAL. 1814(4 17Nb W.Pm*JS�d Plan DESIGN PRESSURE CHARTS ON SHEETS 5)354 MU MI 1 OF 7 AND 2 CF'». ((FOR MAX.ANCHOR SPACING AND NUMBER 1/4'TAPCONS 1 1/4'MIN. EMBEDMENT TYPICAL.FOR JAMBS. OF ANCHOR REFER TO ELEVATIONS-AND INTO MASONRY T14ROUGH ,'BY WOOD SUCK DESIGN PRESSURE CHARTS ON SHEETS OR NON SHRINK NON VVALUC GROUT DETAIL I 1 OF 7 AND 2 OF TYPICAL k o (FOR MAX.ANCHOR SPACING AND NUMBER ATTACHMENTTO WOOD FOR JAMBS., 0 OF ANCHOR REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS I OF 7 AND 2 OF 7). a +y TYPICAL FON JAMBS. u; DETAE.J cC�� ATTACHN41M70METAL STRUCTURE (STEEL OR ALUM. 1/8 MIN.THICKNESS) DETAIL H ATTACHMENTTOMASONRY 1 w � GLAZING DETAII. 0.080'DUPONT GUTACITE PVB 1/g`HEAT 1//B"HEAT � �•ji 1/4`SMS THROUGH METAL.. STRENGTHENED STILENGTHEF�D (POLI MAK ANCHOR SPACING AND NUMBER bF ANCHOR REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL.FOR JAMBS. 3/8-GLASS LS 14 MIAMI—DADS COUNTY APROVED MULLION.(UNDER(UNDER SEPARATE APPROVAL) SNE P CORA 898 OR SIMILAR II it II it I I GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO uTEs OF � �I I� 0.128" HEAT STRENQTHENIM GLASS WITH A 0.000"INTERLAYER FILM DUPONT BUTACITE PV8, BETWEEN THE TWO L.ITES OF GLASS. LAMINATED BY TECN001AM �_i E A - ATTACHMBIdT TO MULLIONS DS1AII wotkorAms DRAWING Na Bugdrnoo&„NO Hs08-01 TYPICAL JAMB SECTIONS By FPANCWO:t49AN uNDEZ sHEET 7 OF 7 Florida Building Code Online Page 1 of 2 4 RaidaD SCIS Hone y Log In 1, User Registration Hot Topics 8 Submit Surcharge Stats&Facts Publications F8C Staff i BCIS Site Map 4 Links Search bus!'®nCeCsfaJ ProtI Product Approval USSR:Public User Ret upon Product Amnaval Menu>p�R�pl,(ygolicatian Search>Application list>Application Detail FL# FL15505 Application Type New Cade Version 2010 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@)eld-wen.com Authorized Signature Janet Gerard fbel@jeld-wen.com Technical Representative Steve Saffell Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (541)882-3451 Ext 2900 stevesa@,)eld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F.Norero Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2014 Validated By Locke Bowden 10 Validation Checklist-Hardcopy Received Certificate of Independence FLI5505 RO COI C,OI JW SWE SS.odf Referenced Standard and Year(of Standard) Standard rear TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQt... 1/15/2015 Florida Buildilig Code,Online , Page 2 of 2 Date Submitted 04/25/2012 Date Validated 04/25/2012 Date Pending FBC Approval 05/07/2012 Date Approved 06/11/2012 Summary of Products—._. FL# Model,Number or Name Description 15505.1 24 Ga. Steel Wood Edge Outswing Opaque Doors w/Sidelites(LMI) Limits of Use I Installation Instructions Approved for use in HVHZ:Yes _ Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:WA I Evaluation Reports other:See installation instructions 3W162012 for all qualified ! 5505—RO—AE—DER2031 SS Pd design pressure ratings,configurations,&installation details.All ! Created by Independent Third Party:Yes units are rated for water infiltration based upon the corresponding positive design pressure ratings listed. hack DaeAr rnntah Ile:; 1Q4n N rth M qt-,t T it h FI 771419 Phnn Rqn-4A7-1A24 The State of Florida is an AA/EEO employer,Copyright 7nn7-7n11 gtato of Finrida. ,:Priv 4 gtatamant::An ihitlty gtatamant;:Rafn n,i gta tam ant Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here_. Product Approval Accepts: security%i t r R lc N 4 https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvKmQdlOUtQtgHdZH1JRWFglnK1 u0cgrGhWNqhkN%QMM14 3ELD-WEN DOOR TABLE 1 INSTALLATION DETAILS HVHZ APPROVED SYSTEMS:0,X X0.000,OXX or XXO,OXXO,000 W1 BOXED SIDELITES MEL 24 GA.WOOD EDGE SIZE ALIFIES!OPAQUE PANELS AND IMPACT GLASS SIDELTTES OPAQUE WITH GLAZED SIDELITES MAX.PANEL WIDTH"36 TALL SYSTEMS: UP TO 12'-0"X 6'-8" (XX)(XXO)(OXXO) (x)(OXO)(XQ)(QX) PosrrNE +So +Ss OUTSWING GENERAL NOTES OUTSWtNGNEGATME 60 -65 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(I.B.C.)&INTERNATIONAL RESIDENTIAL -UN ET WATER INFILTRfTION REQUIREMENTS CODE(I.R.C.)AND THE CURRENT FLORIDA BUILDING CODES(FBC). PRODUCT HAS BEEN TESTED TO TAS 201-94,TAS 202-94 AND CORK ONDING TO NqM DESIGN PRESSURES TAS 203.94.PRODUCT ALSO MEETS"HIGH VELOCITY HURRICANE ZONE-(HVHZ)REQUIREMENTS. 2.1X AND 2X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.BUCK MATERIAL COMPONENT LIST MUST HAVE A SPECIFIC GRAVITY OF 0.65 OR GREATER. ITEM DESCRIPTION MATERIAL QTY. 3.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET S.DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS 1 NON-COMPRESSION SHIM 025-MAX.THK.) WOOD AS REQ. FROM EDGE OF UNIT FRAME.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2 2x WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ. 4.THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS 3 1x WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ. FOR IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN 4 #10 WOOD INSTALLATION SCREW W/1 1/7 MIN.EMBEDMENT STEEL AS REQ. DOCUMENT#JII106(INSTALLATION INSTRUCTIONS FOR PRE-HUNG ENTRY DOORS)FOUND ON THE JELD-WEN 5 3/16"ITW TAPCON ANCHOR W11 1/4-MIN.EMBEDMENT STEEL AS REQ. WEBSITE:JELD-WEN.CO&WEARN/RESOURCESAMSTALLATION&FINISH! 6 #10 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL 3 OR 6 5.FOR DESIGN PRESSURE RATINGS,SEE TABLE 1,SHEET 1. 7 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. 8 #9 X 1"PHILLIPS FLATHEAD WOOD SCREW STEEL 21 OR 28 6.ALL FASTENERS IN WOOD SHALL 149-MAX FRAME 9 1"OVERALL ALUMINUM FRAME IMPACT GLAZING IG BY ODL ALUMINUM 1 BE COUNTERSUNK 3/18-DEEP. 37 E TMA X 74'MAX FRAME—+{ 10 KWIKSET LOCK SERIES 400 STEEL 1 3/16'-- D.L O. EXAMPLE: 11 KWIKSET DEADBOLT SERIES 780 STEEL 1 SHT• 12 NOT USED — — 13 #8 X 1 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. 7.CORE DESIGN:EXPANDED POLYSTYRENE WITH = p ® M ® A 1.0 TO 125 LBS DENSITY,BY JELD-WEN INC. O -J w CS p o of 8.FACE SHEETS:24 GA(0.021'MIN)THICKNESS $w O GALVANIZED STEEL WITH AVERAGE MINIM ELD �'- p is m cS STRENGTH FY(AVEm40.3 KSL z ® Hw O LU092 y AAgin FDfEDFIXED IMPACT LITE 12-0 X 6-8 ELEVATION SEE SHT.#2 DOUBLE DOOR W/FULL 3-0 SIDELITES(OXXO) 3 371/2"MAX OA d WF� 75MAX FRAME 75MAFRAME 11 MAX FRAME [-74*MAX.FRAME T— 0d3 H , z X 0 W ao�a0 Hom 61 m \H- - e N - n Z m yj 6-0 X 6-8 ELEVATION O A ' DOUBLE(XX) ACACTIVE INACTIVE FIXED FIXED FD® FIXED m OPAQUE FULL 3-0 X ELEVATION 6-0 X 6.8 ELEVATION 6-0 X 6-8 ELEVATION 9-0 X 6-8 ELEVATION ��� $F. SINGLE(X)&(0) DOUBLE(OX) DOUBLE(XO) TRIPLE(OXO) ����Q� •• AAAI nnre 1j20/2012 SHEETINDE( 7 NONE SHEET# DESCRIPTION =* . = * oau ar G.LUBBECKE 1 GENERAL NOTE B.O.M,ELEVATIONS&ANCiOR LOCATIONS y trot z Digitally signed by Hermes F Norero,P.E. S.SAFFELL dR+b 3 OUTSWING VER11CAL AND HORIZONTAL SECRONS IN WOOD �. .p `: VPAWM 4 WTSWINGVERT.AND HORIZ.SECTIONS INMASONRY Reason:I am approving this document 271AI� A-•ks3 s Date:2012.04.2515:30.49-04'00' Hnr F>r JW162012FL FB PE CE !q 7 29578 s i of 5 APPLY DAP ALEX PLUS SILICONE 6-t/8 X 2" OR EQUIV.BETWEEN PFH SCREW AT JAMBS BEFORE MULLING EACH MULLION TYP. 20 1/4"MAX.D.L.O. - i B2 B2 FIXED ACTIVE O kA J v n. Oa V N m a o p � • �o26 ODL IMPACT(ALLEN)FULL LITE o -9 3-0 X 6-8 SHOWN M y 518'MIN. 17/8" FOAMGASKETGLASS BITE MG9 1/8"TEMPERED INTERIOR lid GLASS SIDE i0 O a o t'MAX 13/4' a O A co � � � 0.509"AIR SPACE x O lid (2)1/8'ANNEALED X o 4 � GLASS ODL REDISEAL "� FOAM GASKET ui U-D SPACER 3 £ a 0•�PVB DETAIL B2 „ > o INTERLAYER SOLUTITIA ODL IMPACT GLAZING DETAIL " z in (NOA#08-0208.01) MAX.D.L.O:201/2"X 621/2" BOX SIDELITE MULL A2 % S F MAX.4 UNITS ` �Q�••' . p � mm-1/20/2012 EXAMPLE:OXXO,OXO,OX O —NONE T QWBBECKE DETAIL A2 S•SAFFELL (6)FASTENER LOCATIONS AT 27 -438 7 DOUBLE-BACK JAMB ATTACHMENT ' �¢�,�j89 JW162012FL FBPE CES ��JO.29578T 2 p S 609Z-Mg(I0S)MA DOOM NI TSI,E-Z88(TK).auoyd SNOIl035'IVINOZINOH OM/IVJLLd3A9NIms.Ln U- A-Um I0916 a0'SIled 43etlie0l Ati¢W�s Dw o pA19 podaMel L£L£ w o S3J MOIS 1OVdWI z0 r.4 M .gwoou 1 vAooarl...x&f% /M'd03nbVdO89XO-ZT'TAN 133JSWK z 9 g 'i m o tttNUlUrr� gi ,` mw Z O tY N N w Oo pg �• r' �'Q Zw g �E m tr u z wzan m >il O V a fQ bl o w zpO '','� f/lllli/ W Z Cw4 ..1 ZmU' W. Z LL O O m m ZQ ZU S ��Ff 10 - Vm p� U� r1Z Xm u O> p }y opy Up lid Z ^w � W z z ci ui m U to ' U 2 z� R N 0I k N Z _ �• �wCO / � 1m z OFpm F Q 0o Z \\\ w w 1 F-w —I W Z � N In zN LU 0m x oty zz� z Lu Z LU N - CCil W zw z= o o Wz - ¢w minCL Ix zi \�\ I O2E] U N Z 3k I I y 0w F —i y —i-- O� 1 �Sm� O z O ^�txn zU)wz wo a � L w V) Z .- N CONCRETE! t"MIN. V MIN. • 1'MIN, t'MIN. 1'MIN. t'MIN. MASONRY 1 1/4' 1* , 1 V MIN. BY OTHERS TYP. MIN. V MIN. 1 MIN• 1 1'MIN 5 NTERIOR EXTERIOREMB. . EMBED MIN. 5 1 1/4" 5 g > EMBED -�— 2 •••4'• CONCR 3 CONIC 1 •a"„'..°L MASONRY I ;•'4 .• BY OTHERS MASONRYL MIN. L . . `••. %/ BY OTHERS EMBED 114' V MIN 1'MIN MAX 11gNTERIOR EXTERIOR MAX % OUTSWING OPERATING UNIT EXTERIOR MAX. SHIM EXTERIOR VERTICAL CROSS SECTION SHIM SILL SEE NOTE#7 OUTSWING OPERATING UNIT EE NOTE#7 NTERIOR ON SHEET 1 VERTICAL CROSS SECTION ON SHEET SEE NOTEINTERIOR SON SHEET 1 OPTIONAL 3"BUCK T'1 1 SEE NOTE#7 ON SHEET 1 INTERIOR SRM CONCRETE/ OUTSWING OPERATING UNIT OUTSWING STATIONARY UNIT \ \ MASONRY 3 VERTICAL CROSS SECTION VERTICAL CROSS SECTION BY OTHERS HEAD JAMB HEAD JAMB 1114. MIN. \� \ EXTERIOR EMBED /. 5 . 4v. 8 3X 1'MIN•• 1'MIN t'MINA 4 INTERIORA m N g \ OUTSWING STATIONARY UNIT \ < S °D HINGE DETAI VERTICAL CROSS SECTION 3 REO'D ' BOXED SIDELITE SILL 1'MIN. \\� SEE ITEM#7 A •� 1'MIN. ON SHEET 1 t �v1 RE .S� .. 114•MAX. i m S2 ° % SHIM 2 2 6 / 1 1/4' ` MIN.EMBED ?� T2 7 OUTSWING OPERATING UNIT d HORIZONTAL CROSS SECTION w / < EXTERIOR 1 1 BED* Lu OPTIONAL 7'BUCK Cr �WWW LAL0O0` 1'MIN. 1"MIN. .. o, 5 2 T EXTERIOR ab O z P MIN. P•l. •• �. % •••4 1'MIN. 1"MIN. v .. X w� =O 1 �• NTEM % t N 7d' z 1"MIN. 1"MIN. t'MIN. ' EE NOTE#7 % 1"M IN. a' SEE NOTE#7 1'MIN. ON SHEET'1 6 o, \ ON SHEET tj l9 5 114'MAX V MIN. \� NTERpR G� Z 1/4'MAX SHIM 1 114'MIN. V MIN. `` ��� ��``` �CjF. 1 114'MIN. I SHIM •-.-I EMBED. I^ EMBED. ...... OUTSWING HINGE JAMB AT FRAME OUTSWING LATCH JAMB AT FRAME �> I 114*MAX DATE 1/20/2012 ti :• ••7 -NONE HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION SHIM ; d NOTES: 4 �* ; * nwc er G.LUBBECKE O0:> PTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCREI'FJMASNRY 1 112'MIN. -p EMBEDMENT IS ACHIEVED. BY OTHERS EMBED y EA °Af'�S•SAFFFu• 1 '•�[(Q Sly oxnwroec wa: ITEM#B,(#10 X 2')ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL 127g �1 ,7W 162012FL GROSS SECTION OF HEAD JAMB OR SIDE JAMB IF�J} ,kl_ � �T SILL.PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. FBPE CE 'or, 0.29578 S-m 4 ol 5 NOTE: 37 1/2"MAX. a a - 74"MAX.O.A.FRAME O.A.FRAME r SHIM FOR SUPPORT AT OR NEAR - 1 2 3'\4 5 EACH ANCHOR IS REQUIRED 3"TYP. 1 3"TYP.-�{ 1 �3" P. I I 11 O r d C7 IC7 j I 149"MAX.O.A.FRAME 3 I 1 \ r'73"TYP. C7 C7 3"TYP. 2 3 I I I g In �0} K x I �/ /� /� U X I �LLO W e —� -- X Ia. LL _L I �Tf o i I X __ X I I O I I I ~ � n�a 6-0X6-8 OUTSWING 3 0 X 6-8 OUTSWING � I I I I v 30 ANCHOR LOCATIONS 18 ANCHOR LOCATIONS (FROM EDGE OF FRAME) (FROM EDGE OF FRAME) 12-0 X 6-8 OUTSWING 6p, Typ, a (50)ANCHOR LOCATIONS s"I- "TYP ° m $ " (FROM EDGE OF FRAME) 75"MAX FRAME n 1 I : V o 2 �+--3'TYP. 3"TYP.� 112 1/2"MAX FRAME ;n� I I-•-3"TYP. 3"TYP.---i n Ci a I a� Z `p �0 3 I ag z_ I v0 F I f W � O III 7 PANEL CENTER 4 5 T DETAIL A7 0 ui LL 8 ANCHOR LOCATIONS AT MULL a �, a PANEL CENTBR 4 5 �( X O 1 ( ) 6" 6" z LL O �( I O I TYP. % W a2 � I /� I 3" �I I•TYP. 1 NrA �3 OD 6-0X6-8 OUTSWING T W 9-0 X 6-8 OUTSWING (28)ANCHOR LOCATIONS " (FROM EDGE OF FRAME) (38)ANCHOR(FROM EDGE OF FRAME) �OES F.IONS '%J1111141"���� 2-#8 X 3"PFH .� mm 1/20/2012 2-#8 X 3"PFH SCREW FROM SCREW FROM ASTRAGALKIT y�`Z� �O�s I 4 5 sw&NONE ASTRAGAL KIT -- 1-BOTTOM ASTRAGAL 7 * mr,w.-G.LUBBECKE 1-TOP ASTRAGAL STRIKE PLATE 04 .737 DETAIL 67 oxer S.SAFFELL STRIKE PLATE 27�VN� (10)ANCHOR LOCATIONS awn cry DETAIL C7-C7 DETAIL D7-D7 JW162012FL OUTWING OUTWING FSPE CL$7j , .29678 AT ASTRAGAL �* 5 m 5 MIAMI.DADE MIAMI-DADE COUNTY RM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOIIIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �,mlamid ade.goy/economy Pella Corporation 102 Main Street Pella,IA 502X9 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 slraIl 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"=Direct Set"Aluminum Clad Wood Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No. 1287,titled"Aluminum Clad Wood Direct Set Impact Windows",sheets 1 through 4 of 4,dated 12/20/03,with revision Fl dated 09/16/13,prepared by W.W. Schaefer Engineering&Consulting,P.A.,signed and sealed by Warren W. Schaefer,P.E.,bearing the Miami-Dade County Product Control Revision stamp with theNotice 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 manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#12-0308.34 and consists of this page 1 and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.13-0919.08 MlAhrlMU COUN Y Expiration Date: ,lune 24,2019 Approval Date: November 28,2013 Page 1 C • Pella Corporation NOTICE OF ACCEPTANCE: EVIDENCE.SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 1287, Sheets 1 through 4 of 4,titled"Aluminum Clad Wood Direct Set Impact Windows",dated 12/20/03,with revision F1 dated 09/16/13,prepared by W.W.Schaefer Engineering&Consulting,P.A.,signed and sealed by Warren W.Schaefer, 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 along with marked up drawings and installation diagram of a direct set aluminum clad wood fixed windows with IGU,prepared by Element Materials Technology,Test Report No. TCT008189P.rev,specimens#1 through#11,dated 01/05/12,revised on 02/14/12, signed and sealed by Jason Steen,P.E. (Submitted under previous NOA No. 12-0308.34) 2. Test reports on: 1)Ai Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBG,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 a direct set aluminum clad wood fixed window,prepared by Architectural Testing,Inc.,Test Report No. ATI 97274.01-201-18,dated 01/21/10,signed and sealed by Joseph A.Reed,P.E. (Submitted under NOA No. 10-0223.02) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 20194 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a direct set aluminum clad wood fixed window,prepared by Architectural Testing,Inc.,Test Reports No. ATI 97275.01-201=18 and ATI 97276.01201-18,dated 01/21/10,signed and sealed by Joseph A.Reed,P.E. (Submitted under NOA No. 10-0223.02) Ma ueirez, .E. Product Contro Ex iner NOA No.13-0919.08 Vxpiration Date: June 24,201.9 Approval Date: November 28,2013 E-1 . Pella Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. 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 along with marked—up drawings and installation diagram of a direct set aluminum clad wood fixed window,prepared by Stork Twin City Testing Corporation,Test Report No.TCTCW-180-6691,dated 12/15/03,signed and sealed by John D.Lee,P.E. (Submitted under NOA No. 04--0322.11) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-201.0, dated 02/27/12,prepared by W.W. Schaefer Engineering&Consulting,P.A.,signed and sealed by Warren W. Schaefer,P.E. (Submitted tinder previorts NOA No. 12-0308.34) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL,CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentzyGlas@ Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010, dated September 03, 2013, signed and sealed by Warren W. Schaefer,P.E. 2. Statement letter of no financial interest,dated September 04,2013,signed and sealed by Warren W. Schaefer,P.E. G. OTHERS 1. Notice of Acceptance No. 12-0308.34,issued to Pella Corporation for their.Series "Direct Set"Aluminum Clad Wood Fixed Window--L.M.I.,approved on 05/10/12 and expiring on 06/24/14. Manuel flere -P. . Product Control Ex mi r NOA No.13-0 9.08 Expiration Date: June 24,2019 Approval Date: November 28,2013 E-2 ow�Wacs ARE THE PRO OiVaT,B/: n+m�Yo Bn - GENERAL NOTES: Tm WD•NOT HE USED FOR WE AssFNeir Krs .." Nle/pR W5fAtuiWt7 Of ANY C'M'Pn�UCi Nit MAY qpT aie 1. THESE WINDOW SYSTEMS HAVE BEEN TESTED.ANALYZED&APPROVED FOR APPROVED SHAPES FOR MAX. FRAME SHORT TNLY BE usm FOR wNNArN.AND/OR Lacx APPRCNY. + OEM PRESSURES NOT TO EXCEED THOM SHOBN IN THE ALLONAB.E DESIGN DIMENSION, SEE SINGLE ANY PRODUCT NOT PRODUCED BY M VANUFACTURER PRESSURE TABS .)s A 0 D /�D'8101'8' WINDOW SIZE/PRESSURE 2PEN. ei1C NO&BUCIONG FASIENERS MIST BE PROPERLY DESIGNED (iVl` &INSTN.LEO m TRANSFER WIND LOADS TO THE STRICTURE. TABLE ON SHEET 2 3. ALL 1AAEARE&FASIENERS SHALL BE IN ACCORDANCE WITH THESE ° MAX. 6" MAX. ORAWGE<S&SHALL NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS SPECM ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND E 'CORNER WAD. FI S=100. D D D O DD SHEET DETAILS' ON A 4. THE DETAILS&SPECIFlCATGNS SHOWN HEREIN REPRESENT THE PRODUCTS NESTED PROPOSED FOR WATER,AIR,BiPACT,CYCLIC&UNIFORM STATG AIR & 4 3 PRESSURE TESTING IN CONFORMANCE WITH THE FLOWA BUILDING CODE PROTOCALS TAS-201.202&203 FOR LARGE MISSI.E IMPACT MIDOWS. 8 & THESE WINDOW SY5EEM3 HAVE BEEN DESIGNED M ACCORDANCE w"AND HWET llf M VELDrl«QTY E ZONES FLORIDAeuRBwc coDE(Fec)INCTumNG SULAR So" 0 a & IMPACT SHURERS ARE NOT D WDH 14ESE YANDOY75. DDWDOM0 A A 41,7 7. ALL ANCHORS SECURIRT WINDOW FRAME TO PRESSURE 7REATE D BUCKS OR 3 3 WOOD FRAMIG SHAD.BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMMS I.THE WOOD. ).T & DEtFmeNE THE POSRNE&NEGATWE DESIGN Lam m USE WHEN 1. OTHER SHAPES MAY APPLY PROVIDING TH a AND NG WIND O�C�AIMAA7 GOVERNING THE f ARE SIMILAR TO THOSE SHOWN & HAVE COR ER FRAME SCREWS OR ACCORDANCE WITH DE RMOA BUILDING CODE,A ONECTG.VAIJTY FACTOR OF CONSTRUCTION PER CORNER DETAILS. INSTALLATION CUPS WHERE K4-OAS MAY BE APPLIED PER THE ASCE-7 SIANOARD. Y.J ur I• SHOWN. SEE "FRAME j I. NO INCREASE IN ALLOMMU STRESS HAS SEEM USED IN THE 2. ALL UNITS MUST FIT INSCRIBED INTO TH v+z CERMFICADON OF 716S PRODUCT. WIND LOAD DURATION FACTOR Cd a 1J6 ALLOWABLE LOAD TABLE DIMENSIONS (SEE o ANCHOR REQUIREMENTS orri, WAS USED FOR WOOD SCREW ANALYSIS ONLY. SHEET 2) & BE GOVERNED BY THE ALLOW LE S n TABLE" ON THIS SHEET FOR M t N o 10.LLATERIAI.S.INCLUDING BUT NOT UNITED 70 STEEL Sms,THAT COME o .- PRESSURE Of THE RESPECTIVE UNIT SIZE 9 0 REQUIREMENTS. N WTO CONTACT WITH DIM FMD DSSIRIIM CODE SHAD.MEET THE r �[ 1, .� N I REOtRI2EMENrs�FTDRIDA BTIIDNG CODE CFAPIER 20. THE LOAD TABLE. a •- 11.ALL WOOD MEMBERS OF WINIM 110 MAY POSSIBLY COME WO 3. RECTANGULAR WINDOWS SHOWN.ANCHO NG ca a Z $ CONTACT WO MASONRY OR CONCRETE SUBSTRATES.ARE SUBJECT 70OF SHAPED WINDOWS IS THE SAME WITH 0=) NAIL FIN AND ANCHORING I MOSTt1RE&/oR ARE 50BIECT To THE ouSlaE arAaoN►�Nr stlAu of o W AN App. DURaBLE SI'ECIEs oR BE TREATED W AN AmrEO MERE REQUIRED ANCHOR SPAtYNG ALONG THE f j OF NAIL FIN IS OPTIONAL& ( o o a YAIM AN APPROVED PRESERrATM PER FOD SECTRIN 232& CIRCUMFERENCE BEING THE SAME AS SPEC] ED 4+D SHALL NOT ACT AS A a FOR A STRAIGHT FRAME. n SUBSTITUTE FOR THE FRAME ( CL ti ANCHORS SPECIFIED. FIN MAY BE REMOVED WHEN r' c REQUIRED BY OPENING CONDITIONS J FRAME ANCHOR REQUIREMENTS TABLE N MAX. D.L.O. o OPENING TYPE FRAME/CLIP TO OPENING MINIMUM MINIMUM ( = FRAME WIDTH - 3 1/4' a (SUBSTRATE) FASTENER TYPE EMBED EDGE DIST. OPTroSrtE ( z FRAME SCREWS A MIN. 2X4 WOOD FRAME OR BUCK (MIN. GR. 3&G-055) NO. 10 SMS OR WOOD SCREW 1 1/4' 3/4' — — j t s 3 —r j Rd MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2. 1 ii Z O.IE 3 MIN. 1/8'THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" i EXTERIOR ELEVATION: MIN. 1/8"THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP ORILL SCREW FULL 1/2" SINGLE FIXED WINDOW liq C-90 CMU/2500 PSI CONCRETE (1) 1/4"CONCRETE SCREW 1 1 4" 2' SCALE: 1/2" = 1'-O" U, (2 INSTALLATION CLIP SCREWS STANDARD BENT CONDITION (RECTANGULAR SHOWN, SHAPED WINDOWS ALSO �$ MIN 2X4 WOOD FRAME OR BUCK N0. 8 X 1 1/2"SMS 1 3/8" (2)N/A SEE 'APPROVED EON (MIN. GR. 3&G=0.55) MIN. 1/8-THK A36 STEEL NO. 8 GR. 5 SELF TAP DRILL SCREW FULL (2)N/A ALLOWABLE DESIGN PRESSURE MIN. 1/8"THK 6063•-TS ALUM. N0. 8 GR. 5 SELF TAP DRILL SCREW FULL (2)N/A SEE LOAD TABLE ON SHEET 2 � v..rJ' V2 INSTALLATION CLIP SCREWS ALTERNATE STRAIGHT CONDITION) '- MLN 2x6 W000 FRAME 5 BUCK NO. 8 X 1 1/2'SMS 1 3/8" 3/4' EDGE DISTANCE MAY BE z (MIN.GR. 3 &G=0..55) PRODUCFRSVtsTMo MIN. 18 GA. 33 KSI METAL STUD NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' DECREASED TO 1/2" IF aqumply1NS%VMThe y iu d —ft codo MIN. 1/6'THK A36 STEEL NO. 8 GR. 5 SELF TAP DRILL SCREW FULL 1 2° SCREWS ARE ANGLED 15 A+SIPrenx 1 MIN. 1/8"THK 6063-T5 ALUM. NO. 8 GR. 5 SELF TAP RILL SCREW FULL 1/2" TO 20 DEGREES AWAY 11As11on 1DAie, FROM THE EDGE. sly . (1)CONCRETE SCREWS SHALL BE ELCO UL7RF1(X)NS (C.S.), ELCO CRETE-FLEX (S.S.), LPN _ RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON it (C.S OR S.S.). 4 PFOak* i 12287�4 (2)MM/SSUBSTRATE EDGE ANON, If INTO WOOD,ANGLED 200 POSITIONED 30 DEGREES 1/4- 1 TO THE BUCK. 1 OF ALLOWABLE SIZE/PRESSURE TABLE ALLOWABLE SIZE/PRESSURE TABLE x'a W= WINDOW ALLOWABLE DESIGN PRESSURE (PSF) WINDOW ALLOWABLE DESIGN PRESSURE(PSF) FRAME FRAME DIMENSION DIMENSION G GLASS GLASS GLASS GLASS GLASS GLASS GLASS GCASS GLASS GLASS GLASS GLASS GLASS GLASS GLASS MAX' OPTION OPTION OPTION OPAON OPTION OPTION OPTION OPTION MAX* MAX, OPTION OPTION OPTION OPTION OPTION OPTION OPTION OPTION LONG SHORT 1 2 3 4 5 6 7 B LONG SHORT 1 2 3 4 5 6 7 6 SIDE SIDEL SIDE SIDE (IN.) (IN.) POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG (IN.) (IN.) POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 111,1110, 60 50.3 50.3 75.0 75.0MIA NA NA NA NA N/A l A NA 549 54.6 6.0 60.0 73 73.4 73 4 75.0 75.0 NA NA 80 0 60.0 NA N/A �.0 80.0 SOA 60.0 �.0 54 56.3 56.3 75.0 75.0 NA KA NA, N/A NA NA N/A NA 60.0 A 60A 60.0 66 75.0 75 0 75.0 75.0 A NIA 60.0 60.0 NIA A 60.0 60.0 �A 60.0 60.0 48 63.6 63.6 75.0 75.0 N/A N/A N/A NA. NA N A N A N A 60.0 60.0 80.0 60A 73 80 75A 75.0 75.0 85.0 NA A 80.0 60.0 NA NA 60.0 60.0 BOA 60.0 80.0 120 42 75.0 75.0 75.0 75.0 N/A NA 60.0 60.0 NA A 60.0 60.0 60A 60.0 60.0 BDA 54 75.0 75.0117&0 85.0 NA A 60.0 80.0 NA NA 00.0 .0 60.0 80.0 60.0 38 75.0 75.0 75.Q 85.0 NA NA 80.0 89.0 NA A 60.0 6D.0 69A 60.0 80.0 8D.0 42 75A 75A 75.0 .0 604 60.0 60.0 60.0 604 60.0 60.0 80.0 60.0 80.0 60.0 25 75.0 75A 75.0 85.0 50.0 60A 60.0 60.0 60.0 60.0 60.0 OD-0 60.0 60.0 60.0 BOA 35 75.0 75.0 75.0 85.0 60.0 SDA .0 90.0 60.0 BOA 80.0 60.0 .0 80.0 21 75.0 75.0 750 85.0 80.0 6MO 90 0 90.0 60.0 60.0 60.0 60.0 60.0 50.0 600 600 66 75.0 75A 75.0 BSA N A N A 60.0 N A N A 600 60.0 60A 60.0 60.0 66 N A N A N A N A N A w A N A N A N A N A N A N A 562 562 80.0 60.0 86 60 75.0 75.0 75.0 85.0 N A A 80.0 60.0 w A N A BOA 60.0 60.0 00.0 60.0 $ 60 55.9 55.9 75.0 75A N A N A NA, NA. NA A NA N/A BOA 60.0 60.0 60.0 45 75.0 75A 75.0 85.0 S.0 60.0 B0. .0 60.0 BDA 6MO 60.0 69 0 80.0 60.0 54 61.5 61.5 75.0 75.0 NA NA _YLA N A N A N A N/A N A 60A 80A 60.0 80.0 38 75.0 75.0 75.D 85.0 60A 00.0 0 90.0 60.0 80A BO.D 60.0 0 604 60.0 80.0 108 48 09.8 69.8 75.0 75.0 N A A 52.7 52.7 N A _YLA 60.0 80.0 BDA 60.0 60.0 60.0 60 754 75.0 750 85.0 NA N A BOA 80.0 NA -NLA 80.0 80.0 60.0 80.0 60.0 00.0 42 75.0 75.0 75.D 85A NA NA 60.0 60.0 N A N A 80.0 80.Q 60A 80.0 80.0 SOA 80 50 75. 0 75.0 85.0 60.0 80 0 80.0 80.0 86.0 60.0 80 0 80.0 60.0 80A 60.0 80.0 28 75.0 75.0 75.0 85.0 60.0 60.0 60.0 SOA 60.0 BOA 80.0 60.0 BOA ODA 60.0 6D.0 42 75.0 754 75.0 85A BOA 80A 90.0 90.0 6D.0 604 80.0 BDA 60.0 60.0 60.0 60.0 o� 23 75 75A 085.0 60.0 60A 90.0 90.0 60.0 60A 80.0 Boo 6DA BOA 80.0 80.0 55 75.0 75.0 7&0 B5.0 60A 60.0 60.0 80.0 60.D SDA 60.6 SOA 80.0 BOA 80.4 80.0 68 N A N A N A N A N A N A N A N A N A N A N A N A 569 56.8 50.0 60.0 55 46 75.0 75.0 75.0 85.0 60.0 BOA 90.0 90.0 60.0 BOA 0811.0 86.D BOA B0.0 60.0 80 57.9 57.9 75.0 75.0 NA NA N A N/A N/A A N/A N A 60.0 80.0 66A 6D.O 50 50 75.0 75M 75.0 85.0 80.0 60.0 90.0 90.0 60.0 60.0 50.0 60.0 80.0 80.0 •0 �z A cV 75.0 N/A N/A N/A NA N/A NA a N A 604 BOA 6DA 66.0 1. ALL SIZES IN TABLE ARE BASED ON TESTED SIZES & DO NOT EXCEED THE WINDOW AREA TESTED. 66.0 88.0 5.0 75.0 NA N/A 55.3 55.3 NA NIA 60.0 60.0 60A BOA BOA 50.0 12, -N/A" DESIGNATES A SIZE NOT APPLICABLE TO THAT GLASS OPTION. Z $ � 10.5 48 .8 75.0 85.0 NA NA 59.7 58.7 NA NA 60.0 60.0 60.0 60.0 BOA S.0 3, SEE GLAZING DETAILS FOR GLASS OPTIONS. a 43 75.0 75.0 75.0 85.0 NIA N/A 60.0 60.0 N/A NA 60.0 BOA 60-0160.0 66.0 SOA 4. LONG DIMENSION MAY BE HORIZONTAL OR VERTICAL y 29 75.0 75.0 75.0 85.0 60.0 BOA 60A 6D.0 60.0 60.0 60.0 60.0 60.0 BOA 60.0 M.0 24 75 0 75.0 75.0 85.0 60.0 60 0 90.0 90.0 60.0 60.0 80.0 60.0 60.0 60.0 60.0 60.0 74 NA NA NA NA NA NA NA A NA NA NA NA 57.8 57.9 60.0 60.0 y 66 NA NA NA A NA NA NA NA A NA A NA 80A 60.0 BOA 80.0 80 62.3 62.3 75.0 75.0 N/A NA N/A N A NA N/A N A N/A 804 60.0 60.0 80.0 98 54 68.4 68.4 75.0 75.0 N/A NA 58.3 5&3 NA NA 60.0 60.0 s.D 60A BOA BOA 48 75.0 75.0 75.0 75.0 NA NA BOA 60.0 NA NA 69.0 60.0 60.0 SOA 80.0 69. o 47 750 75.0 75.0 85.0 NA A BOA 60A NA NA 60.0 60.0 60.0 60.0 60.0 60.0 p 30 75.0 75.0 75.0 85.0 .0 60.0 00.0 60.0 60.0600 MO 60.0 80.0 60.0 60.0 26 5. 75A 75.0 85.0 BDA 60.0 90A 20.0 60.0 60.0 60.0 60.0 80.0 BOA 60.0 60.0 Z 74 NA NA NA A NA NA NA NA NA N/A NA NA 592 59.2 60.0 60.0 66 NA NA NA NA NA NA NA NA NA NA NA NA 60.0 WA 60.0 BOA m 00 63.7 83.7 75.0 75.0 N A N A w A N A N A N A N A N A 60.0 60.0 60.0 BOA r s A d 96 54 69.7 69.7 75.0 75A N A NA 60A A NA NA 60A 6D.0 60.0 00.0 60.0 50.0 = r3-4 4•' 48 75.0 75.0 75.0 85.0 N A N/A SDA 60.0 N A N A 60.0 80.0 60.0 60.0 60.0 BOA Z y 31 75.0 75.0 75.0 85.0 BOA 60.0 BDA 60.4 60.0 60.0 80.0 .0 60.0 60.0 60.0 i 28 75.0 75A 75 0 SSA 60A 50.0 80A 90.0 0 BOA 80A 80.0 BOA 0 80A 60.0 74 NA NA NA A NA NA NA N/A NA NA NA NA 80.0 SOA BOA 60A 66 NA NA NA NA NA NA NA NA NA NA NA NA 60.0 60.0 80.0 80.0 J BO 73.1 73.1 75.0 75.0 N/A NA 80.0 BOA NA NA 80.0 8D.0 SMO 80.0 80.0 80.0 84 54 75A 75.0 75.0 85A NIA NA 60A 6D.0 N/A NA $0.0 50.0 60.0 60.0 60.0 60.0 3$ 48 75A 7&0 75.0 85.0 N/A NA BOA 60.0 N/A NA 60.0 60.0 60.0 60.0 8Q.0 60.0 36 75.0 75A 75.0 85.0 60.0 60.0 60.0 BOA 80.0 80.0 80.0 60.0 60.0 60.0 60.0 80.0 30 5.0 75.0 75.0 85.0 60.0 60.0 90.0 90.0 60.0 60A 60.0 60.0 SOA 80.0 69.0 BOA -- 74 NA NA NA NA NA NA NA ul NA NA NA N A NA BOA BOA 60.0 60.0 f m d 66 N A N A N A N A N A N A �A 60.0 N A N A 60.0 BO.0 80. 60.0 60.0 BQA "};/r• ^o Bfl 75.0 75.0 175.0 75.0 A N/A 80.0 60A -BLA NIA 80.0 80.0 80.0 80.00 60.0 60.0 �$ 79 54 754 75.0 1 75.0 85A NA N A 80.0 60.0 N A N A BD.D 80.0 6AMO 60.0 60.0 60.0 - 39 75.0 75.0 750 85A NA NA WA 60.0 80.0 6001 60.0 60.0 80.0 160.0 m0 SOA pRpp=BgVSM 36 75.0 750 750 85.0 60A 80.0 00.0 80A 60.0 60.01 60.0 BOA BOA T6D...00 80A Hawt6i6tePioflda \ 3w1 32 75A 750 75.0 85.0 80.0 60.0 090.0 6D.0 60.0 60.0 60.0 60.0 60.0. A imm 74 71.5 71.6 75.0 75-0 N A N A 60.0 8t1.0 N A N A 80.0 60.0 60.0 BOA Dae 66 750 750 750 750 A N A 600 60.0 N A N A 600 60.0 60.0 60.074 754 75A 75.0 BS.D N A N A SOA 60.0 N A N A 80.0 00.0 SOA 60.054 75A 75.0 75.0 85.0 N A N A 60.0 60.0 N A N A 80.0 66A BOA 60.D8o140 75.0 75A 75.0 85.0 80.0 80.0 80.0 60.0 60.0 6D.0 80.0 BO.O BOA BOA `✓ SHEET NO. 34 75.0 75A 76.0 854 A 80.0 90.0 90.D BOA SOA 60.0 80.0 6A0 6D.0 2 of 4 ^ � REQUIREMENTS TABLE" E' ' a 8 W. ITEM ITEM DESCRIPTION MANUFACTURER/NOTES 0.040 — +�+S. PARTS 4.270 Ht 0.650 wMow1 JAMB WOOD --.�- �_. 0.812 i.6i6 2 JAMB CLADDING 6063–T6 ALUMINUM T p,825 0.816 3 GLAZING BEAD WOOD I 4 INSTALLATION CUP 50 KSI STEEL O@ 5 CORNER REINFORCEMENT BRACKET MEN. 33 M GALV. METAL 1'279 6.187 TO 8.187 g GLAZING BEAD 6 RECTANGULAR FRAME CORNER KEY NYLON & HYLON O IAMB CLADDING O 7 SHAPED FRAME CORNER KEY NYLON & MON SEALS_& SEALANTS o 0 0 0 0 2 338 0.500 10 BULB GASKET PVC 0.062 0 o O o 0 0 1.875 13 1 4" X 1 1/8' 18 GA FASTENERS STAPLE WITHIN 2"-4" OF CORNERS & MAX. 6" O.C. 0 0 0 0 0 L. 1000 14 1 NO. 8 X 1 1/4`SMS OR WOOD SCREW POSITIONED 3", 6", 9" & 12" FROM EACH 4.000 e m o $ CORNER �– NSTE•WOOD USED IN TESTING WAS PONDEROSA PINE OTHER WOOD SPECIES APPLICABLE FOR BENT PORTION LACEMENT TO WINDOW FRAME CUP MAY BE SNIPPED OFF 0.052 I o o —L�'r�n_p_ USE WITH THIS PRODUCT ARE THOSE WITH A SPECIFIC GRAVITY OF 0.43 AND MODULUS IF REQ'0 FOR PL0 —T OF ELASTICITY OF 1,200,000 PSI OR GREATER.ALL WOOD IS MINIMUM GRADE 2 MILLED ®INSTAUATION CLIP Z BY PELLA CORP.TO SELECT. O cSQ(�ER REMFORCEMENT BRACKET op R�T§ 1.495 1.143 CLADDING NO. 8 X 1/2" CLADDING SNO. 8XMS SCR 1 CLADDING 1 N PMIS CS R(2 PER CORNER( N0. 8 X 1/2"SMS 1.495 CLAD TO KEY) CLAD TO KEY) SCREW (4 PER ® ' BRACKET LEG TO JAMB) o CLADDING ©RFCTAA1CtJLAtt FRAME CORNER KEY a ® - .. ® ® z m N0. 6 X 2" ® ��—1 PER COSCREW RNER) SCREW 3 NO 6 X4" 7/16"X 2 1/2" X 5 PER CORNER)t 1 14 GAUGE STAPLE 0.641 ^ {3 PER CORNER) all CORNER BRACKET DETAIL O SHMED FR K CORNER KEY $^ NOT TO SCALE $3 8 (ONLY REQUIRED WITH WINDOWS OF SIZE 36 SQUARE FEET& LARGER) PRODllCT RUMSBD .., esamnWYMB�rithtboPioriAr :z L W 'HOD CORNER MELE METHOD CORNER FOR 90'. CORNERS DETAIL FOR 90' CORNERS NTERIOR VIEW) CORNER DETAIL FOR (INTERIOR VIEW) � . nadeP�oA�ct��� ..... NOT TO SCALE MITERED CORNERS NOT TO SCALE 1287 (INTERIOR VIEWS `l No. NOT TO SCALE 4 or 4 g1��s Miami Shores Village -� Building Department ��ORlDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I(We)have been retained by `f. A00L '00L-s4J to perform special inspector services under thelodd Building Code at the i t - I49* Sr project on the below listed structures as of t 11 6 1 '"� (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2A.2) SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122A(84407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) 3 ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404A.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS;FBC 1927.12(R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note:Only the marked boxes apply. The following individualjs)employed by this firm or me are authorized representatives to perform inspection I. P.�Wei 2. -- A-aA� Alrf y'4' 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. I,(we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we)understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector.All mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department.Further,upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection-the completed inspection log form and a sealed statement indicating that,to the best of my knowledge,belief and profes's'ional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substanft a= nce wlth1he approved plans. Signed and e � Engin Archite Name mom DATE: 14 Phone No. 9 ra, - 30f—Cn C/'3 Created on 6/10/2009