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RC-14-349 (3) Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number. INSP-218004 Permit Number: RC-2-14-349 Scheduled Inspection Date: August 19,2014 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Slab Owner: PALMISANO, INGRID&ERIC Work Classification: New Job Address:1035 NE 96 Street Miami Shores,FL Phone Number Parcel Number 1132060143730 Project: <NONE> 305 - 1 -3y� Contractor: PARSONS GENERAL CONTRACTORS,INC. Building Department Comments NEW GROUND UP 2 STORY SINGLE FAMILY Infractio Passed Comments RESIDENCE INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-207739. Missing underground (mi electrical inspection Failed Correction a Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 18,2014 For Inspections please call: (305)762-4949 Page 21 of 27 DF By Cr. f � �P'� ` r •do- � �'� t�. ��M �sr NoncE of TERMITE PRoTEcrwE .T9EATWfff -As REQUIRED BY FLORIDA BL nmm CODE(FBQ 104.2.6 AS PER 104.2.6-IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS.USED, . FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. 'DATE OF TREATMENT: TnAEof TREA :IN ?JV APP` . LICAT BumDER NAME• TREATMENT ADDRESS• C 1.,. SPRAY&TAMP _ ��` RAY''-ONL .>�..SPRAY# SIDENTIAL � � COMMERCYgL ADDITION F +CHENUCAL:_ /� Bio GALLONS _�MONQLITHIC L Iii _ STAGE OF TREATMENT' " 'ORIZ0NTAL VEkTICAL ADJOINING SLAB,RETREAD OI• . � � , , flISTURBED"AREA} PERIMETER TREATMENT f• y .`jo '�` i _.`� `'k a/� '�iCv l 'P'..+ .- -�° _R�`� A�,1 ,►TS r kro 'k1 r - e 3.• r bye,' �.-ff t L. `� 1 �`,,. _.� }l'r,.• .R `.s. f�,,Fr }.a,<h r rry. Ye N •j yyh M fi t r '"�G.�t�7�'r �#r-.: r,. `'Y _F' f r v. c�,k `P hn..n 7'd 4i "rt�'4w''4 of gtr-0•` - i r ti Fs 4,y tn P S'r'• _TVA c'#"' t K }�y 3�r� i�,� t "}j a 1 a .tib n ar T117ri1r.Q I r , y �-� t ri G.+�i:' t '�.•%t� r x ,w i r j�"�X�U, aF' a` � Vw• .300 S.STATE ROAD 7 PLANTATION,FLORIDA 33317 954-584-8588 .1-800-749-8588: FAx: 9545846117 FDA PEST CONTROL, INC. NOTICE OF TERNIITE PROTECTIVE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE(FBQ 104.2.6 AS PER 104.2.6-IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. DATE OF TREATMENT: T.OFT..: IN 30 APPLICAT . OUT BUILDER NAME: TREATMENT ADDRESS: JOB#: LOT: BLOCK: UNIT: SPRAY&TAMP RAY ONL SPRAY# SIDEN COMMERCIAL ADDITION CHEMICAL: % GALLONS MONOLITHIC ��J S/F STEMWALL SF L/F L/F STAGE OF TREATMENT(HORIZONTAL,VERTICAL,ADJOINING SLAB,RETREAT OF DISTURBED AREA PERIWTER TREATMENT CHEMICAL: % GALLONS DATE OF TREATMENT: TIME OF TREATM Ii1T APPLICATOR: 300 S.STATE Roan 7 PLANTATION,FLORIDA 33317 954-5844588 1-800-749-8588 FAX: 954584-6117 Carw o Cardno ATC ATC TELEPHONE N.W.116 Way Suite 1 Miami,Fl.33178 TELEPHONE(305)882-8200,FACSIMILE(305)882-1200 Shaping*a Future Moisture and Density Relationship Report Project ID: 31.39044.0004 Proctor Number: 14860 Project Name: Miami Shores Residence Test Method: ASTM D-1557 Correction Method: Address: 1035 NE 96 St Date Obtained:8/4/2014 Tested By: William Martin Obtained By: Hamilton Morales Date Tested: 8/5/2014 Soil Description: Cyclone Sand Sample Location: Building Pad Optimum Moisture: Maximum Dry Density: 18.1 98.9 Moisture Density Relationship Curve 100 99 98 - 97 - fm 89796 95 -- 0 1 2 3 4 5 6 7 8 9 10 111213141516171819 20 2122 Moisture Content C/s) **All dimensions and directions are approximate ff�� Checked By: William Martin Project Manager. d' As a mutual p vbdon to our cAent the pubBc and oww%v,ag reports are submitted as theSWOF congdmpropwVofo9eMs.Autoftftn for pub nofdd mmt%conduadon%orextrude 4 ? dlal from our mportaIsreservedpmWhq R9nepprovaLourrepoAsapplyonlytothestrengthsofthe AW6 P=4m P.V. testspedmensand not to the In-ft abengthsof themwW m In wood do ffie%ocegon" ,d2S14 ddomuMon Cardno ATC 9955 N.W.116 Way Suite 1 Miami,Fl.33178 ATC TELEPHONE(305)882-8200,FACSIMILE(305)882-1200 Shaping the Future Field Density Report Project ID: 31.39044.0004 Test Date: 8/7/2014 Project Name: Miami Shores Residence Technician Hamilton Morales TestMethod: Nuclear Client Name: 1 Lab Number: D-14861 Project Address 1035 NE 96 St Miami FL General Location: Building Pad Proctor Soli Description Optimum Moisture Maximum Dry Density 14860 Cyclone Sand 18.1 98.9 Test Results: Measured %of Maximum Proctor Test No Location Depth %Moisture Dry Densft Dens %Reauired Resub 14860 01 Dance Studio 6'East and 4'North of the SE Building C 12 20.5 98.4 99.5 95 PASS 14860 02 Patio 20'East and 4'North of the NE Building Comer 12 19.1 101.7 102.8 95 PASS 14860 03 Living Room Area 5'East and 4'South of the NW Buildi 12 17.3 99.6 100.7 95 PASS "*All dimensions and directions are approximate ____ ��• � Ems.P Cardno A ' Checked By: William Martin Protect Manager. Ar SW OF Soli DerMy Report Discla w-9besetest results sloWd be regarded as Irdcatas offt degree oftpmpecdon altatned atthese spotioodons and depft or4y.The degree ofcompaotbn at greater depft in ge fM and atothm Iocaffons as xre0 asthe cmftn of the underlying solls has rot beed A197ds ", dewffrdned by Ods offim' 19 As a mutual protection to our client the pWrlo and ourselves.d reports are sub y ted as go coddenal property of clients.Ammon for pulAcadon ot statenwo.cxrGustata,or extracts tram our reports is reserved pendmpmmen approval. Da reports apply o*to the strengths ofthe testspechnem and notto the tn-Wtu strenom of ft mxrrnbers htdendded In the%oc4orf inforrnattoa 9955 Nw 11$x'way, : see St$ta i : : Mian t FL 33178 305482-8200 DEAISITY Tech:4. ►1 a, ', Test Date: 7`I Time Assigned: Project Mem* e:' I 0 aS Ot i C� r Prot NQ.; ' Client Nance- Project Address: SOIL DESCRIPTION#11 Proctor Report 1116(, Ca MAx.DRY DENSITY 1 PCF OP-�MUM MOISTURE °lo SOIL DESCRIPTION#2/Proctor Report#: MAX.DRY.DENSITY PCF OPTIMUIW OISTURE % SOIL'DESCRIPTION#31 Proctor Repoit#: 'MAX.DRY DENSITY PCF . , oPTIMUM MOISTURE MACHINE IDENTIFICATION ' MAKE:1lux'I'�,[. MODEL: -5 SERIAL# MACHINE Cid IBR1$TI(3N'DENSITY COUNT.- . / ?�� /- MOISTURE COUNT TIES3 t•:�jd f4 rrJcal. t',r7't G?,, G!risf GoGi� pEp�II FIEl3E#�d.S1D7Y PERCEI�"i' MAXIMUM 'IoREQ. Idt). LOGA?7©N {iR1,j 'MOISTURE C ' DaNsITY Al :t l 9%I,JMS".REQUIREMENTS AS PER: Cardno ATC car.wwo 9955 N.W.116 Way Suite 1 Miami,FI.33178 ATC TELEPHONE(305)882-8200,FACSIMILE(305)882-1200 _. Compressive Strength Test of Grout Cubes Client Name: 1 Date Cast: 6/27/2014 Project Name: Miami Shore Residence Fleld Mark: RP-1 ProjectlD: 31.39044.0004 Cylinder Set ID: 14722 Project Address: Technician: Romulo Pineda Supplier: Adonel Sample Location: Piles No 1,2,3 Remarks: FIELD DATA Design Strength(PSI:) 5000 Slump(In.): 9 Mix Description: 500ACG Placement: Pump Ticket Number. 20086152 Weather: Truck Number: 5004 Concrete Temp ff): 80 Batch Time: 8:46:00 AM Air Temp(°): 81 Time Sampled: 9:50:00 AM Air Content: Elapsed Time(Min): 64 Cubic Yards Sampled: 9/63 Number of Cylinders Cast: 6 TEST RESULTS Curing(Daus) ImtDate length($g Ind, dth(In.) )TotalLoad abs-forcel ConigmsiveStrength{PSI). Break Tvice 7 7/4/2014 2 2 4 19942 4990 3- 14 7/11/2014 2 2 4 20835 5210 3 21. 7/18/2014 2 2 4 21432 5360 3 28 7/25/2014 2 2 4 23004 5750 3 28 7/25/2014 2 2 4 23751 5940 3 56 8/2212014 0 Compressive Strength Average:(PSI)of the 28 day Breaks=5850 PASS No Other Breaks Evaluated Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Reasanmly welt- Well-formed cone on Columnar vertical Dagonal eactwe whh We fractures at top or SMar to type 5.but fawned cones on both are er4Vurtical cx kbV thrargh bobs no awkng Uvough the bottom(Occas cylinder Is polnte& ands,lees UM 1 In. a-b nvmft thtwtgh ends.no well to,, ends;tap WWI hmnaw cwffmly wm (25 mm}or—4kIn(; cape,no well-deflrred cones. to dfsw uto from type unbmWed cepa.) It-0 Caps. cone on other end. 1. *'All dimensions and directions are approximate Respectfully Submitted, Cardno ATC Checked By: Project manager. Printed Name Printed Name William Martin �� E Alexis Paniagua,P.E. FL Reg. No. 62519 As a mutual protection to our c0ent,live public art-ourselves,all reports are subnditd as#w confldenBal property of eJW ts.Autoduffon for publication of sem,conclusions,or extracts from ow reports Is reserved pendk*w#Aen approval.Our reports apply only to the abvng tre or the test speahnens and sad to the b"Ilu strengths of the metes Imtenined In do"Lowdon"hdonnaaon. Miami Shores VillageCEc� Building Department DEC p� 014 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 f INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 C0 BUILDING Master Permit No. 0 /�f 3�y PERMIT APPLIC TION Sub Permit No. BUILDING IVCTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL 4#MBING dwCHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 103% /✓J�- ?� S 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): l d6f-1 h 8ALM1<AAf,® Phone#: '7qg Address: /0,9< R/9 44 577 City: IVI AM I 6�wl State: rL Zip: _';�IA Tenant/Lessee Name: Phone#: Email: -CONTRACTOR:Company Name: P IZy 0/J S 6,F_A1E9*& C-ON r[Z.4c°7W5, !Ak,Phone#: 3c'C ;�1�SS 3�$� Address: )fo 9S� 5,J 2® lvt City: ?ffi/_M CTr� MV State: rL Zip: l S Qualifier Name: '}/JTN'wr �- !P-4gs A/✓S Phone#: State Certification or Registration#: 66C Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration6 �ew /❑ Repair/Replace ❑ Demolition Description of Work: Tl�o USS 041,E/,T/�a _CV) ao / 4,-,-J-p C®QoZCC_T f0..j Specify color of color#hru,t41c., ' Submittal Fee$ '°PprMlt F4'$ .a CCF$ CO/CC$ Scanning Fee$ ��Radon�F`�e$"n' DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ co 80.U'� Bond$ TOTAL FEE NOW DUE$ f GQ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that ail work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature . aP ell, OWNER or AGENT - CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this _day of L>GTn,&F4 20 M ,by ��_day of 20 tl by /AJ6P& PAtMJS&,J ,who is penally-k eum4e. A11J7H0AJy S M96e4 .who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: �036-P.0 ✓,Z P I Sign: D�G tint: � .� Print: Seal: Seal: f'�r Notary Pott Stale of Flodda • Robert Murphy , Nftry Rdft Stale of%'Ma My Commission EE 201088 •'' • Robert MUgft APPROVED BY Plans Examiner Zoning ff �y Structural Review Clerk yiq (Revised02/24/2014) U.S.OPARTMBff OF-HowSECURITY ELEVATION CERTIFICATE . FW eYMANAGBOWAGOIC r OMB No.1 8 Donal Flood hnww=P''W= Important Read the Instructions on pages 1-0. Expiration Date:July 31 2015 SECTION A-PROPERTY INFORMATION > 4 Al. Building Owner's Name ERIC&INGRlD PALMISANO A2. Building Strent Address{inducing Apt,Unit,Suite,atdior Bldg.No.)or P.O.Route and Box No. s 1035 NE 96 STREET City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description(Lc and Block Numbers,Tax Parcel Nuriner.Legal Descxiptt M eta) LOT 16&WEST 112 LOT 15,BLOCK 82,MIAMi SHORES SECS,PB 1037,FOLI0fl:11 3206-0143730 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,sti )RESIDENTIAL A5. LatitudelLongftude:Lat 25.8643259" Long.-W.176865,17- Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6_Attach at leant 2 photographs of the buil tithe Cer fficate Is being used to obtain fwd insurance. A7. Building Diagram Number A8. For a building with a aawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawwlspace or enclosure(s) WA aq It a) Square totW of attached garage 512_ sq it b) Number of permanent food openings In the cxaw1apace b)- Number of permanent floe openings In the attache garage or enclosure(s)within 1.0 foot above adjacent grade 0 within 1.0 foot above adjacent grade c) Tom not area of flood openings In A8.b Q sq In c) Total not area of flood openings In Agb 487 sq In d) Engineered flood openirigs? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION 13-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number BZ County Name 83.State VILLAGE OF MIAMI SHORES 120552 MIAMI-DADS FLORIDA' B4.MaplPanel Numhber B5.Suffix B6.FIRM hdex Date 67.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 12 03 L 09-11-09 EffettWRevised[ate Zore(s) AO,use base flood depth) 09-11-M X 0.2%ANNUALFLOO B10. Indicate the source of the.Base Flood Elevation(BFE)data or base flood depth entered In item Bg. ❑ FIS'Profile ® FIRM ❑ COY Determined ❑ Othwisource: B11. Irdlcate elevation datum use for BFE in item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Ot edSouroe: B12. Is the building located Ina Coastal Barter Resource System(CBRS)area or Otherwl a Protected Area(OPA)? ❑ Yes ® No Designation Date:N,�A ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Draw W ® Building Under Conduction* ❑ Finished Cosbvdion *A new Elevation Certificate will be requited waren cohntruttlon of the building Is complete. C2. Elevations-Zones Al-430,AE,AH,A(wwith BFE),VE,V1-V30,V(with BFE),AR,ARJA,ARJAE,ARJA1-A30,AR(AH,ARJAO.Comae iters C2.a-h below according to the building dlegratm specified In Item A7.In Puerto Rico only,enter meters. Benchmark Utilized:8-62 Vertical Datum: N2 Indio w elevation datum used for the eierations.in items a)through h)belay►. ❑NGVD 1929 0 NAVD 19m ❑Other/Source: Datum used for bolding elevations must be the sama. that used f�the BFE Y.. , Check the measurement Iced. a)Top of bottom floor(including basement,crawlspac%or enclosure fior) 1.2a ®fent ❑meters b)Top of the next bWw floor ❑feat ❑metiers c) Bottom of the lowest twbmrntal structural mwdxw(V Zones only) Af ❑fleet ❑meters d)Attache garage(110P of ebb) ®rent ❑meters e)Lowed elevation of machinery or equipment servicing the bulCling REF.D ❑feet ❑meters (Describe type of equipment arid location in Comments) 1) Lowest ant(fines grade next to buffing(LAG) $ ®fent ❑meters g)Highest adjacent(finleheM grade next to building(HAG) 10.7 Im feet ❑meters h)Lowest adjacent gra at lowest elevation of deck or stairs,InckKft structnrai support ty/g_ ❑fent ❑meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTWMATION. This certification Is to be signed and sealed by a lee surveyor,engineer,or architect authorized by taw to certify elevation hhfomhadom I carf fly Met the kdb min on M CwWx a Is represents my bed oft is to kdarpm t fW data avaftiXa I understand'tilt any false shdarnert rney be punddiable by rm orftnpftment uncler 18 U.S.Cade,Sedfon 1001. ® Check Fere if ooI mems are provide on back of form. Were iatitee and brgitue In Section A provided by a PLACE ❑ Check here if attachments. licensed lard surveyor? ® Yes ❑ No Ala s Certinees Name ALBERT TOUSSAINT License Number 907 Title PRESIDENT Company Name A.R.TOUSSAINT&ASSOCIATES,INC. ALBERTA.TOUSSW NT Address =KE.12e STREET City NORTH MIAMI State FL ZIP Code 33161 RLS 907 Sq9mober22,2014 Signature Data 09/22114 Telephone 305.8917340 Order#24946 0 FEMA Form 0864)-W(7/12) See reveme side for coMlnuation. Replaces all previous editions. tLtVA I ION GhK I II-IGA 1 t,page 2 IMPORTANT:In.these spaces,copy the corresponding information from Section A. Building Street Address(including Apt,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.. Policy T1uiret y 1035 NE 96 STREET _ City MIAMI SHORES State FL ZIP Code 33138 Ctp�r lCI SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sloes of this Elevation Certificate for(1)community tel,(2)Insurance agentfoompany,and(3)building+owner. Comments EL=9.31,CL NE 96th STREET EL=8.35,BACK OF SIDEWALK Signature Dale 09=14 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 gra,t 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 to highest adjacent grade(HAG)and the lowrest Gent grade(LAG)• a)Top of bottom floor(including basement crawlspace,or enclosure)Is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including dement,c rawlspace,or enclosure)Is ❑feet Q meters ❑above or❑ below the LAG. E2. For Bung gams 6-9 with permanent food openings provided In Section A Items 8 and/or 9(see_ 8-9 of Instructions),the next higher floor (elevation C2.b In the diagrams)of to building ❑feet ❑meters ❑above or p below the HAG. E3. Attached garage(top of slab)Is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery andfor equipment servicing the bu kft Is ❑feet [3 meters ❑above or❑below the HAG. E5. Zone AO any: N no food depth number Is available,Is the top of the bottom floor elevated In accordance with the community's floodplain management ordinanche? ❑Yes ❑ No ❑ Unkrto m.The local ofiidai nwst oerti<y thio kft eton it Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sermons A,B,and E for Zone A(without a FEI A4ssued or coumunflyqssued BFE) or Zone AO must sign here.The staW eats in Stens A,B,and E are correct to the best of my know Property Owner's or Owner's Autwrized 's Name Address. City Stabs ZIP Code Signature Dale Telephone Comments n Check here Ifattac rents. SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local oto who Is authorbed by law or ordinance to administer to c omrruWs f oodpW management ordinance can complete Sections A,B,C(or E),and G of this Elevations Cie.Complete the applicable Itern(s)and sign below.Check the messwernerd used In bhwrs G8-G10.In Puerto Rloo only,enter meters. G1.❑ The is on in Section C was taken frau other documentation entatah that has been signed and seated by a licensed surveyor,engineer,or architect who is authorized by law to c e fy elevation Information. (ice the source and date of the elevation data In the Commerce area below.) G2.❑ A community official completed Section E for a burg located In Zane A(*that a FEMAbsued or cannmmity4nued.BFE)or Zone AO. G3.❑ The following information(Items G4-G10)Is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Dale Certificate Of Carpliance0ocupancy issued G7. This permit has been Issued for ❑Now Construction ❑Substantial bpvmnent G8. Elevation of n4mM lowast floor(Including basement)of the binding: ❑feet 13 meters Datum G9. BFE or(in Zone AO)depth of flooding atthe bum fie: ❑feet ❑matens Datum G10.Communis design flood elevation: ❑gest El meters Datum Local OMclaPs Name Two Community Name Telephone Signature Data Comments n Check here t attachments. FEMA Form ON-0-33(7/12) Replaces all previous ed(tbrth: ELEVATION CERTIFICATE, page 3 Building Photographs 't- See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 1035 NE 96th STREET City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. FRONT VIEW FEMA Form 086-0-33(7/12) Replaces all previous editions. U.S.DWMTMU of HOMELAND sEcutunr ELEVATION CERTIFICATE . FEDa CY MANAGEMM AGENCY OMB No.1660-00W Importairit Read the imsixucdons on pages Expiration Date:July 31 2015 P SECTION A-PROPERTY INFORMATION Al. Buildlg Owner's Nam ERIC&INGRID PALMISANO b A2. Building Street Address(inducing Apt,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. 1035 NE 96 STREET City MIAMI SHORES State FL ZIP Code 33138 A3. Property Descriptim(Lot and Block Numbers,Tax Parcel Nurnber, n,etc.) LOT 16&WEST 112 LOT 15,BLOCK 82,MIAMI SHORES SEC3,PB 10-37, 1-3206-014-3730 A4. Building Use(e.g.,Residential,Non-Residerrtial,Addition,Accessory,etc.)RESIDENTIAL A5. LatitudeJLongituds:Lat 25.8643259° Long.-80.176666.17° Horizontal Datum: ❑ NAD 1827 N NAD 1983 A6.. Attach at lead 2 photographs of the building df the Certificate Is being used to obtain flood Insurance. A7. Building Diagram Number IB A8. For a building with a c rewlspaae or endosure(s): A9. For a building with an attached garage. a) Square footage of c rawlspece or enclosure(s) NA sq ft a) Square forge of attached garb 512 sq ft b) Number of permanent flood openings In the crawlspace b)• Number of permanent flood opener In the attached garage or enclosure(s)within 1.0 foot above adjacent grade 0 within 1.0 foot above adjacent gra 2 c) Total net area of flood openings In A8.b Q sq In c) Total net area of flood openings in A9.b 48 , sq in d) Engineered flood openings? ❑. Yes N No d) Engineered flood openings? ❑Yes N No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B7.NFIP Community Name&Community Number B2.County Name B3.State VILLAGE OF MIAMI SHORES 120652 MIAMI-DADE FLORIDA B4.MaptPanel Number B5.Suffix I B6.FIRM Index Date 87.FIRM Pard B8.Flood Bg.Base Flood Elevation(s)(Zone 1208600306L L 09-11-09 Eflectivel tevised Date Zone(s) AO,use base flood death) 09-11-09 X 0.2%ANNUALFLOObb B10. Indicate the source of the Bass Flood Elevation(BFE)data or base hood depth entered In Itern B9. ❑ FIS Profile N FIRM ❑ Community Deterrnlred : ❑ OthedSourw. B11. Indicate elevation datum used for BFE in Nam B9: N NGVD 1929 ❑ NOWD 19M ❑ OtherlSoures: B12. Is the building located Ina Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes N No Designation Date:NA ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawinge* N Building Under Constructlon` ❑ Finished Construction `A new Elevation Certificate will be required when construction of the building is cromplde. C2. Elevatlorw Zones Al-A30,AE,AH,A(with BFE),VE,Vl-W0,V(wfllm BFE),AR,ARIA,ARAE,ARAA1-A30,AR/AH,ARIAO.Compere Items C2.a-h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized:8-W Vertical Datum: N Indicate elevation datum used for the etevatlons.in Items a)through h)below. ❑NGVD 1929 13 NAVD 1988 E3 OthedSource: Datum used for building e�atlons must be the same as that used for the BFE. Check the measurement cursed. a)Top of bottom floor(Including basement,crawlepece.or enclosure far) 11.2$ N feet ❑ureters b)Top of the ned higher fir N&- ❑tied. ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑fed ❑ureters d)Attached garage(top of slab) $ N fed ❑meters e)Lowest elevation of machinery or equipment servicing the building j ERD ❑fed ❑meters (Describe type of equipment slid location in Comments) f) Lowed (finished)grads mdto big(LAG) $.2 N few ❑meters g)Highest adjacent(finished)grime next to building(HAG) 10.7 N fieri ❑motors h)Lowest adjacent grade at lawast elevation of deck or stairs,Including structural support ❑feet ❑meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION. This certificatlon Is to be signed and sealed by a lard surveyor,engineer,or architect authorized by law to certify elevation infortnatiom I oer*that the h►fo meMn on tib Carfiffbads represents my bad efib is to#&r rret ft doth aveff". I unciletsftid that any false stdernerrt rrW the punith"by firie or kWdsonroart urder IS U.S.Code,Sec Um 11101. N Check here if corrarrents are provided on back of form. Were leftude and longitude In Section A provided by a PLACE ❑ Check here Ifattachments. ftertsed'land surveyor? N Yes ❑ No s Certifier's Name ALBERT TOUSSAINT License Number 907 " Tile PRESIDENT Company Name A.R.TOUSSAINT&ASSOCIATES,INC. ALBERT&TOUSSARVT Address 620 N 126"' City NORTH MIAMI State FL ZIP Code 33161 RLS 907 Sgember 22,2014 Sig natu Data 09/22/14 Telephone 305-MI-7340 Order#14946 FEMA Form 086-0-33(7M2) See reverse side for continuation. Replaces all previous editions. tLtVA I ION Galt I RICA 1 t,page 2 IMPORTANT:In.ttwese spaces,copy the com3spornling information from Section A. ; Build Street Address ,Un Ing (inducahg Apt. �,Suite,and/or Bldg.No.)or P.O.Route and Box No. F'o�Y Number 1035 NE 96 STREET City MIAMI SHORES State FL ZIP Code 33136 Corripathy NJ�1C F. SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sloes of this Elevation Cerate for(1)community official,(2)insurance agentfcompany,and(3)building owner. Comments ELL9.31,CL NE 9ft STREET EL=8.35,BACK OF SIDEWALK agAl�'4U40r,/ - Signature Date 09/22(14 SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),carpe teals E1-E5.If the Certificate Is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C.For Nems E1-E4,use natural grad,If ovallable.Check the measurement used In Puerto Rico ordy,ender metres. E1. Provide elevation kftnnaten for the following and check the appropriate boxes to show whether the elevation Is above or below the highest adjacent grate(HAG)and the lowest adjacent grade(LAG)- a)Top of bottorn floor(lndudtng mrd,c awl pace,or enclosure)Is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement crowepace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building 01agrarns 6-9 with permanent flood openings provided In Section A Nems a ardor 9(see pages 8-9 of instructions),the next higher floor (elevation C2.b In the diagrams)of the b kft Is ❑feet ❑meters ❑above or Ll below the HAG. E3. Attached garage(top of slob)Is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servWbV the building Is ❑feet ❑mfrs ❑above or❑below the HAG. E5. Zone AO only. If no flood depth number Is available,Is the tap of the bottom floor elevated In accordance w1h the c ornmuni y s floodpaln management ordinance? ❑Yes ❑ No ❑ Unknown.The local of ial must cert<y this Information In Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who competes Sections A.B,and E fir Zone A(without a FEMA4estied or comm BFE) or Zone AO must sign here.The statements In Sections A,B,and E are correct to the best of my knowledge, Propel ty Owner's or Owner's Authorized ReprosentaffWs Name Address City state ZIP Cod Signature Date Telephone Comments ❑Check Frere N attadvnents. SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who Is authorized by lane or ordinance to aiming the cornmunlVs floodplain management o dhance can complete Sections A,B,C(or E),and G of this Elevation Cie.Complate tre applicable ftn(s)and sign below Check the measurement used In tion G8-4310.In Puerto Rico only,enter meters. G1.❑ The irdormatlon in Section C was taken from otrer documentation that has been std and sealed by a licensed surveyor,engem,or wditd who Is authorized by low to certify elevation Irforratlon. (Indicate the source and dab of the elevation data In the Cdxrxnerds area below.) G2.❑ A cornmunihr official completed Section E for a building lammed In Zone A(wfflmd a FENA-losued or corrvrmnity4ssued BFE)or Zone AO. G3.❑ The following Information(16wms G4-G10)is provided for corrxrhunity floodplain management purposes. G4.Permit Number G5. Dab Peart Issued G6. Date Certflicate Of Ctxt nce/Ocoupancy Issued G7. This permit has been Issued for ❑New Conon ❑Substantial Inprwiernent G8. Elevation of as4xA lowest floor(Including boserment)of the buHdkV ❑feet ❑mars Datum G9. BFE or(in Zone AO)depth of flooding at the bum sle: ❑fleet ❑motels Din G10.CommunNys design clod elevation: 0 feet ❑meters Datum Local OffalaPs Name Two Community Name Telephone Signature Date Commellis n Check here If attachments. FEMA Form 086-0-33(7/12) Replam all previous editions: ELEVA71ON CERTIFICATE,page 3 Building Photographs See Instructions for Item A6. IMPORTANT:In#me spaces,copy the corresponding Information from Section A FWINSURAWECOMPANYUSE Building Street Address(Including Apt,Unit Suite,and/or Bldg.No.)or P.O.Route and Box No. Poor Number: 1035 NE 96th STREET City MIAMI SHORES State FL ZIP Code 33138 Coany PWC Number If using the Elevation Certificate to obtain NFIP flood insurance,aft at least 2 building photographs below according to the instructions for Item AS. Identify all photographs with date taken; `Front Via"and "Rear View; and, N required, °Right Side View"and"Left Side View° When applicable, Owtographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8.If submitting more photographs ttam will fit on this page,use the Continuation Page. a ' " 4 T - �' d' p.Aym Y y 4 4�-nlry`yi„nyq �. FRONT VIEW FEMA Form 086 a-33(7/12) Replaces all previous editions. 1 Inspection Worksheet - Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-220016 Permit Number: RC-2-14-349 Scheduled Inspection Date: October 01,2014 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Tie Beam Owner: PALMISANO, INGRID&ERIC Work Classification: New Job Address:1035 NE 96 Street Miami Shores, FL Phone Number Parcel Number 1132060143730 Project: <NONE> Contractor: PARSONS GENERAL CONTRACTORS,INC. Phone: (305)281-3480 Building Department Comments NEW GROUND UP 2 STORY SINGLE FAMILY Infractlo Passed Comments RESIDENCE INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-219949. CREATED AS REINSPECTION FOR INSP-207743.Will get letter from Eng. of record for stirups on TB1 Provide letter from Eng. of record for tie beam and fill cells been pour without Failed bracing of second floor and also addressing block offset. Need elevation certificate and truss eng. Correction Needed Re-Inspection a Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 30,2014 For Inspections please call: (305)762-4949 Page 24 of 41 SPECIALTY ENGINEERING CONSULTANTS,Inc. ,ay DADE - BROWARD - PALM BEACH •��1 S�� September 23,2014 Mr.Robert Murphy Parsons General Contractors 16950 SW 90 Ave Palmetto Bay,FL 33157 RE: PALMISANO RESIDENCE,NIIAMI SHORES,FL PERMIT#RC 14-349 STRUCTURAL REVIEW Dear Mr.Murphy: Pursuant to your request on Friday September 19,2014,one my inspectors performed an inspection for the second lift filled cells and tie beam. I was made aware of a few discrepancies. First was that there were a few areas that the masonry was overhanging the concrete beam below by approximately 1/4"for a distance of 6-10 feet. We have reviewed this condition and do not believe that this creates an issue for the load capacity of the masonry wall. No action is required. In addition,at the time of our inspection the masonry work that was completed to that point was performed in accordance with the approved plans and quality control standards of the Florida Building Code. This is not a final certification of the masonry work only the work completed to this point. Second was the fact that the 2nd floor framing had not been installed and that the walls were free standing from the lower ground floor all the way up. The first lift filled cells, beam, and rear balcony deck had been cast and are secure. We recommend either installing the floor framing or provide temporary wall bracing. It is our understanding that you have chosen to install the floor framing. We hope that you find this information helpful and should you have any questions please feel free to call on us. b0®®gHB96BA09B60®g Respectfully submitte4', -q- MCDo °, Specialty Engin �uev9�R ®®®e o No 56214 G McDougle,T]v o SEP 2 9 ??�1 Vice President ofZ eerjpZAT E OF .�� 4 OR�.•��C�J�,. State of Florida: 6®�9oa/G N Aqj®�a° Registered Professional Engt�i ° #0056214 Certificate of Authorization: #009217 1599 SW 3CP Avenue,Suite 20 - Boynton Beach,FL 334326 - Office:561-752-5440 - Fax:561-752-5542 SPECIALTY ENGINEERING CONSULTANTS,Inc. Dade • Broward • Pala!Beach September 3,2013 Revised CITY REPORT OF ENGINEERING EVALUATION FOR: CJS Architects PROJECT: Proposed New Residential Construction LOCATION: 1035 NE 9e Street Miami Shores, FL OPY Dear Mrs. Chaintreull As per your request we have performed the standard penetration test boring and conducted the rWulred soils Investigation at the above-named location. Following are the results of our findings and our recommendations. All elevation references on the boring logs and all references contained In this report will be based on elevations from the existing ground elevation at the dme of testing. PROJECT DISCR/PTION: It is our understanding that the project will consist of the construction of a new single family home. SUBSOIL SUMMARY: One standard penetration test and one modified penetration test were performed at a location chosen by our representative. The upper surface soils were found to consist of a layer of brown fine grained sand with limestone and traces of roots and slit which extended to a depth of-2.0 feet Underlying this layer of sand was a layer of gray organic muck which extended to a depth of-10.0 feet Underlying this layer of muck was a layer of pale brown limestone that extended to the depth of-12.0 feet .This stratum of limestone was underialn by a layer of brown organie clayey slit with traces of limestone and extended to a depth of-14.0 feet Below this layer was a very dense layer of limestone from -14.0 to -18.0 feet followed by a combination of pale brown to gray limestone and medium sand which extended past the terminal depth of our Investigation-36.5 feet maximum penetration. The natural ground water level was found to exist at+/--9.0 feet below the existing surface at Me time of our borings. FOUNDATION RECOMMENDATIONS: SITE-EVALlM DON The location of the proposed construction as well as the thickness and depth of the soft compressible muck creates the necessity of a pile foundation system. We recommend that the proposed structure and all slabs on grade and ancillary structures be supported on 14 inches in diameter auger-cast plies. These piling will provide an allowable compressive capacity of 35 tons per pile if installed to a depth of 30 feet below the existing ground. Included in this report are a set of pressure Injected auger pile specificadons for the piles These specifications should be followed In the Installation of these plies It should also be noted that the upper level of the limestone formaton appeared to be very dense and may present some signiflcant ddlling resistance,however we do not feel Met this layer will provide suffkknt end bearing resistancetito support the entire piling and the piling should be installed to the recommended depth to achieve the recommended capacity. 1599 S.W.30th Avenue,Suite#20 • Boyaton Bench,FL 33426 • Office: 561-752-5444 • Fax: 561-752-5542 SPECIALTY ENGINEERING CONSULTANTS,Inc. . �, Dade • Broward a Palm Beach �� sl PROJECT. Proposed New Residendal Construction LOCATION: 1035 NE 9e Street Miami Shoves, FL, Pg 3 The grout shall be sampled and test cylinders,or cubes shall be cast for 28 day strength confirmation at the frequency of no less than two samples per days production. Should you need our help In the investigation or any other technical aspect of this project or should you require our assistance with any other project,please do not hesitate to contact us. The Standard Penetration Test ASTM D-1586 The Standard Penetration Test is the most commonly employed tool 'utilized to Identify In-situ subsurface soil conditions. The "N"values obtained from the boring provide an accurate estimation of Internal soil characteristics such as relative density, /Mamal shear strengffi, angle of Internal friction, and the approximate range of the soll"s unit weight These "N" values represent the resistance of a 2 Inch diameter split spoon sampler driven by a 140 pound hammer !fie falling 30 Inches. Each ddve of the 24 Inch long split spoon is divided Into four sbr inch Increments. The second and third Increments are totaled to produce the"N"value found on your report The Standard Penetration Test also allows for the recovery of soil samples which are returned to our laboratory and visually examined and classified. The SPT samples are available for laboratory testing If requested. Samples are generally held for 90 days unless otherwise directed by the client An approximate ground water table is obtained from the borehole upon completion of the drilling procedures. This water table is useful In the general evaluation of particular soil conditions,and may give the contractor some Insight Into what can be anticipated during.construction, it should be noted that the ground water level will fluctuate seasonally. This level may also be affected by local drawdowns,sol/conditions,and the watersheds contribution to the underlying aquifer: It should not be construed to be a measure of the soils permeability, or of the dewatering characteristics of the site. Afthough the standard penetration test is one of the most reliable methods used to Identify soil characteristics and types, it may only repnment a small fraction of the materials actually deposited at the site. As is common industry practice, we have assumed a uniformity of proffis Between borings to provide a subsoil profl/e for engineering purposes. This proflie Is strictly based on the data obtained from the borings, and If unusual or varying conditions are hound we should be nod led Immediately. A test Is Wresssly representative of the Immediate location tested,and the reliability of the conclusions are a direct result of the quantity of tests performed. Any variation In location may reveal similarly some changes in the depth, thickness,texture,and conditions of the stratum encountered Unless speclflcally stated otherwise,and speclflcally dived and prearranged by the client;all elevations are taken with respect to the existing ground surface at the time of testing. Boring locations are usually obtained in the field by pacing off distances and approximating right angles to landmarks and property corners. More precise locations may be obtained from on site surveys and placement of the boring locations by a Land Surveyor, Registered in the State of Rodda. These services are provided at additional costs and are beyond the scope of this report 1599 S.W.30th Avenue,Suite#20 • Boynton Beech,FL 33426 • Offim: 561-752-5440 • Fax: 561-752-5542 SPECIALTY ENGINEERING CONSULTANTS,Inc. Dade a Broward a Palm Beach .tel Sti REPORT OF ENGINEERING EVALUATION FOR: CJS Architects PROJECT: Proposed New Residential Construction LOCATION: 1035 NE 9e Street Miami Shores, FL, Pg 2 Pressure Grouted Auger Piling lnstallatlon Speciffcadons 1. Piling shall be constructed by rotadng a continuous flight hollow stetrh Sugar to the requirved depth. Diameter of the auger flights shall not be less than the specified piling diameter. 2. Piling shall be installed within 1%of vertca/or batter alignment and within three inches of die specified plan location. 3. Piling should have a minimum design center to center spacing of 3 pile diameters. 4. Piling reinforcing shall be designed by the project structural engineer,but in no case shall be less than 5#5. Piling contractor will equip and place reinforcing with spacers to.Insure a minimum of 3lnclhes of concrete cover between the primary pile reinforcing and the outer edge of the piling. 5. Piling shall have a minimum concrete grout strength of 5000 psi In 28 days. 6. During piling production the cement grout shall be tested for compressive strength twice daily. One test shall be taken during the morning's production,and one test during the afternoon's production or each 50 yard portion thereof. 7. Pressure Injected auger piling shall not be Installed closer than six feet on centers until Initial cement grout set has occurred,plus an additional 4 hours. 8. Following the pile drilling process,pumping of fluid cement grout shall be started Immediately. A minimum of 7 feet of cement grout head shall be achieved and maintained prior to and during the auger withdrawal. Piling shall be grouted with a pump capable of sustaining constant pressure sufficient to flit piling during auger withdrawal and maintain required head of grout. 9. Contractor shall provide metal sleeves of specified diameter for pilings with cutoffs above the existing ground surface at time of piling Installation. 10. The minimum volume of grout placed in a piling shall be equal to or greater than 1350A of the theoretical volume of the piling. 11. Any piling which do not conform to these specificatons shall be Immediately reddlied and regrouted. Piling which must be regrouted more than once should be brought to the attention of the structural engineer of record. 12. The installation of the production piling shall be monitored by a Registered Geotechnical engineer or his raprieseniative for cornpilanta these speciflcatdons and all applicable modes. The above calculations are based upon conditions noticed in the field at the time and locations of the borings. Situations in Ow fidd may ch quire dw pile Np's.elevations.to-vary. The geotacthr►_icol onginw of nwoM should be contacted to evaluate the capacity of any piling not Installed to the recommended depth or In accordance with these specifications. To Insure complete compliance of the designer's intent,the Installation of the auger plies shall be witnessed by a Geotechnical Inspector from this laboratory. Without the ability to witness and verify field conditions,it is Impossible for us to make any necessary modiflcatons to the design which may be demanded by strata changes or other unforeseen conditions. Our on site personnel will verify the exisdng field conditions and Installation procedures. They will also confirm compliance with depth requirement;design assumptions,bearing capacity,continuity of groutng,grout factor,procedures,pile locations and reinforcement details. 1599 S.W.38th Avenue,Suite#20 a Boynton Beach,FL 33426 • Office: 561-752-5440 a Fax: 561-752-5542 SPECIALTY ENGINEERING CONSULTANTS,Inc. Dade • Broward • Palm Beach PROJECT., Pmposed New Residential Construction LOCATION. 1035 NE 9e Street Miami Shores, FL, Pg 4 The data presented herein was obtained for the specific purposes stated In this report; and should not be misconstrued to apply to any other circumstance, project; or ancillary use unless so speclfled and addressed by the engineer of record. Thank you for using Specialty Engineering Consultants, Inc. for your geotechnical needs. Should you need further assistance with this or any other projec4 please contact this office. Respectfully Submitted, Speciality Engineering Consultants,Inc. I D.Mark c,P.E. Cate Kiever orlda#35683 Project Engineer al insp.No. 1177 1599 S.W.30th Avenue,Suite#20 a Boynton Beach,FL 33426 Office: 561-752-5440 a Fax: 561-752-5542 e f i KE' ,p�� SPECIALTY ENGINEERING CONSULTANTS,Inc. DADE - BROWARD - PALM BEACH .uul S1� February 10,2014 Ms.Ann Chaintreuil CJS Architects,PLLC 550 S.Ocean Blvd Suite 1108 Boca Raton,FL 33432 Re: PALMISANO RESIDENCE,1135 NE 96 STREET,MIAMI SHORES,FL RESPONSE TO PLAN REVIEW COMMENTS Dear Ms.Chaintreuil, Pursuant to your request we have reviewed the plan review comments for the referent . responses. home. We offer our 1. Copies of the geotechnical report were previously submitted — a+( 2. We have already referenced the geotechnical report,see sheet S 10-Foundation/Site Preparation. 3. The plans ahvady have overall dimensions and locations for the structural elements. 4. We have attached the special inspection affidavits.-•-a. 5. NOA's for windows and doors is by others. 6. We have listed the relevant NO,A:s for the truss anchors and other,see sheet S9. The GC shall compile the relevant documents for submittal. r- 7. The plans already have the code reference and wind design criteria,see sheet S10. 8. There is already a truss bottom chord bracing detail,see 8/S5. 9. The details call-out the strap and number of nails required. See detail pages and also Framing notes. 10. We had previously submitted our calculations for this home but are attaching additional calculations a. Wind analysis b. Uplift and gravity load calculations were previously submitted but since the framing has changed we are attaching the new calculations. c. We have attached our roof diaphragm calculations. d. We have check the roof truss connectors for the unity equation. e. We have attached our calculation for the grade beams and pile loads. f. Load on the grade beams is part of(e)above. g. The reactions on the augercast concrete piles is part of(e)and(f)above. We hope.th4 you find this information helpful and should you have any questions please feel free to call on us. Respectfully s''�anitted, Specialty En o ultants,Inc. MAR 3 Z 2014 Gary Mc ougle,PE Vice President of Engineering State of Florida: Registered Professional Engineer: #0056214 Certificate of Authorization: #009217 1599 SW 30"Avenue,Suite 20 - Boynton Beach,FL 33426 - Office:561-752-5440 - Fax:561-752-5542 4ru do r'af cc, 1 . i 1 y! yr ■VI -.o "(_go NOON MEMMEEMMEMEMM ME � ■NSIMPRE-1- �1�ME EF L'I it Wk 11/ENENM IMMM ■ Mr� �N!�! ommin ri in ■o mom, P.r swmm ■MEMMIN�I►Eafr!ANNI aNM,Nmmm tiM ■EOPP EE N ROSE[ In I I we MENEI-IffffflaR■ mom ul- 0 ! MOMEhAAMSIMMENIMEMONSWE NONE SCRUMMEMEMEMOMM909.1R�� 0 EMMERRONNITRIMEMEWOMEN o �0�� ■ENNW NOMMORMSEMN MINSMIN MOEN0 ■�� r !�!�y � � ► � � � � moos mom MEMO MEWOMEN mom WEmom MENEM mom M--EMO ON Em REMEMMoo momm,=13 KEEMENMEM mom mm NoNONE=== v�� ■ M�' ► - EB;N»mmmINEME ME ■ENEM ENNEMEMSEE ■Nmom MEM�� ONO WE EMENEMMENESSMISEMOM ME MEMO WEME■NONE MODEL aQ-)g40 SPECIALTY ENGINEERING CONSULTANTS, Inc mm GzTZ5 !_ 1599 SW 30th AVE., SUITE 120 LOCATION N(��r 040"s' BOYNTON BFACFI, FL 33426 c DATE 7-1/064- 561 752 -FL.. CA 5440 OFFICE FFICE `.:► - C&CLAATED BY �Acls 561 - 752 - 5542 FAX ,Pal BL 7- -V�L r E t l tLctv 1 ---- -j--f-- - E3 arnPro- version (6.2-32 bit) 2798.009/1f 2798.00#rif 2798.00 2798.00ff 2798.00W I I I I I I I I I I I I I I I I I I I I:)� 7.00 7.00 7.00 7.00 7.00 T T T T T T r-7725.6 r-22197.3 v=18933.9 v--19892.7 v--21220.7 r-8159.8 10336.90 9884.78 9791.48 11428.22 7725.62 V -9249.10 -8159.78 -9901.22 -9794.52 -11860.38 10665 69 11898.13 4622.57 8096.72 5710.55 M � -#) V V V 7 -11432.52 fty MCDOtl^P14471.66 GpecWy ErQbflng Com,k. JM SW 30th Ave„Sate 20 acyrftn Sem R 33426 (M)762-5m FL PE#066'214 FLCA6 0=7 D o X01 a o.a000 0.\-/ (in) -0.0020 -0.0005 -0.0009 -0.0024 0.7859 INPUT FILE NAME ____> c:lunbbed.cb DATE ____> 2/10/2014 7:05:15 AM COMMENTS ____, AR -W2 . r t r MODEL f4go'? SPECIALTY ENGINEERING CONSULTANTS, Inc Imp/ CLIENT C%—P 1599 SW 3Dth AVE., SUITE 120 LOCATION S4dyw'-5 BOYNTON BEACH, FL 33426 a/ FL. CA. X9217 "v DATE '® it,(- 561 — 752 — 5440 OFFICE CALCULATED IN �G 561 — 752 — 5542 FAX 1 € ff r 9 Qj3 77 I t i 'to .4 4 5 S• 0 o - z 2166 4- 0 • MOLL 9439,(0 SPECIALTY ENGINEEf6NG-COW.AL.TANTS, Inc '1 / CLIENT CTZ 1599 SW 30th AVE., M120 LOCATION t.4'64011 jr l#LD 3 WWON FL 33426 FL. Ca X9217 DATE 2�/v�l�f- 561 — 752 — 5440 OFFICE CALCULATED BY �� 561 — 752 — 5542 FAX — 1 �514S Li 13,9 Z92 oil i T ZtIL 3 t lfig fig Z� � 6 A I ; Gary McDougle,PE suety Engineering Consuttant,Inc. 1698 SW 30th Ave.,Suite 20 Boynton Beads,FL 33425 001)?62-6440 Project Name: Palmisano t1PE5o5621a RCA��217 Location: Miami Shores By: G. McDougle, PE 56214 Start Date: 2/10/2014 Comments: MAR , Y 7014 Palmisano February 10, 2014 ASCE?-10 Local Information Mary AAcDougle,PE Sped*Engineering con u ftwo,Inc. Wind Cir. Exposure 1699 SW 3othAve.,Sub 20 FL&UM 1 C (MI)752-M40 FL PE#OW14 2 C FLCA#=217 - 3 C 4 C Basic Wind Speed: 175 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. WLS4—[1.9] Copyright®2020 SDG, Inc. Page 1 of 7 mm a1ZG14 Palmisano February 10, 2014 ASCE7-10 Section - Main Section Enclosure Classification: Enclosedtla►yMcDougle,PE SpeclaRy Engineering consultant,Inc. 1599 SW 30th Ave.,Suite 20 SYqtton Beach,FL 33426 (561)752-5440 FL PE#056214 Wall Length(ft) Overhang(ft) FLCA#009217 1 55.0 0.0 2 51 .0 0.0 Top 3 55.0 0.0 W2 4 51.0 0.0 W1[KABW3 Eave Height: 24 ft Parapet Height: 0 ft Parapet Enclosure: Solid W4 Roof Shape: Hipped Front Right Roof Slope(:12) B c B D A&B 4.0 A C&D 4.0 W1 W4 W3 W4 W3 WLS4—[1.9] copyright 0 2020 SDG, Inc. MARa20 Pa misano February 10, 2014 ASCE?-10 Composite Drawing 2 Mary MCDougle,PE 8POcWt1Y Engineering Consultant,Inc. 1599 SW 30th Ave.,Suite 20 Boynton Beach,FL 93426 (561)752-5440 FL PE#056214 FL CA#009217 2 C D 1 A B 3 D 4 4 WLS4—[1.91 Copyright 0 2020 SDG, Inc. Sig (04 Palmisano February 10, 2014 ASCE?-10 gMWFRS Net Pressures Consultant,Inc. 1598 SW 30th Ave.,Suite 20 This data was calculated usingthe building of all heights method. 8oY"tO"Beach,2- FL 33426 9 9 (561j 752-5440 FL PE#056214 FL CA#009217 Wind Direction 1 # I Surface I z (ft) Iq(psf) IG jCp GCpi Ext Pres(psf) Net w/+GCpi (psf) Net w/-GCpi (psf) 1 Windward Wall 15.0 56.6 0.89 0.80 0.18 40.3 28.7 51.9 20.0 60.1 0.80 42.8 31.2 54.4 24.0 62.5 0.80 44.5 32.9 56.1 2 Side Wall 28.3 64.6 0.89 -0.700.18 -40.2 -51.9 -28.6 3 Leeward Wall 28.3 64.6 0.89 -0.500.18 -28.7 -40.4 -17.1 4 Side Wall 28.3 64.6 0.89 -0.700.18 -40.2 -51.9 -28.6 A Windward Roof 28.3 64.6 0.89 -0.070.18 -4.0 -15.7 7.6 28.3 64.6 -0.53 -30.5 -42.1 -18.8 B Leeward Roof 28.3 64.6 0.89 -0.570.18 -32.8 -44.4 -21.1 C&D Roof 0 to 14.1 ` 64.6 0.89 -0.920.18 -52.9 -64.5 -41.3 14.1 to 28.3* 64.6 -0.88 -50.6 -62.2 -39.0 28.3 to 51.0* 64.6 -0.52 -29.9 -41.5 -18.3 0 to 51.0* 64.6 -0.18 -10.3 -22.0 1.3 This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. *Distance from windward edge. MA/1, *14 WLS4-[1.9] Copyright 0 2020 SDG, Inc. Page 4 of 7 Palmisano February 10, 2014 ASCE?-10 M W F Rs Net Pressures GW Mcgougle,PE $pool*Engineering consultant,ina. 1599 SW 30th Ave.,Sulte 20 This data was calculated using the building of all heights method. Boynton Beach,FL 33426 (561)752-5440 FL PE#056214 Wind Direction 2 Fl-CA#009217 # Surface z (ft) q (psf G Cp I GCpi Ext Pres(psf) Net w/+GCpi (psf) Net w/-GCpi (psf) 1 Side Wall 28.3 64.6 0.89 -0.70 0.18 -40.2 -51.9 -28.6 2 Windward Wall 15.0 56.6 0.80 40.3 28.7 51.9 20.0 60.1 0.80 42.8 31.2 54.4 24.0 62.5 0.80 44.5 32.9 56.1 3 Side Wall 28.3 64.6 0.89 -0.700.18 -40.2 -51.9 -28.6 4 Leeward Wall 28.3 64.6 0.89 -0.480.18 -27.6 -39.2 -16.0 C Windward Roof 28.3 64.6 0.89 -0.060.18 -3.4 -15.1 8.2 28.3 64.6 -0.50 -28.7 -40.4 -17.1 D Leeward Roof 28.3 64.6 0.89 -0.570.18 -32.8 -44.4 -21.1 A&B Roof 0 to 14.1 * 64.6 0.89 -0.900.18 -51.7 -63.4 -40.1 14.1 to 28.3* 64.6 -0.89 -51.2 -62.8 -39.5 28.3 to 55.0* 64.6 -0.51 -29.3 -40.9 -17.7 0 to 55.0* 64.6 -0.18 -10.3 -22.0 1.3 This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. *Distance from windward edge. M ,� A. 2 14� WLS4--[1.9] Copyright 0 2020 SDG, Inc. Page 5 of 7 Pa miscano February 10, 2014 ASCE?-10 MWFRs Net Pressures fty e'PE ftwW En n9 Consultant,Inc. 1599 SW 30th Ave.,Suite 20 This data was calculated using the building of all heights method. Boynton Beach,FL 33426 (561)752-5440 FL PE#056214 Wind Direction 3 FL CA#009217 # Surface z (ft) q(psf) G Cp I GCpi I Ext Pres(psol Net w/+GCpi (psol Net w/-GCpi (psf) 1 Leeward Wall 28.3 64.6 0.89 -0.50 0.18 -28.7 -40.4 -17.1 2 Side Wall 28.3 64.6 -0.70 -40.2 -51.9 -28.6 3 Windward Wall 15.0 56.6 0.89 0.80 0.18 40.3 28.7 51.9 20.0 60.1 0.80 42.8 31.2 54.4 24.0 62.5 0.80 44.5 32.9 56.1 4 Side Wall 28.3 64.6 0.89 -0.700.18 -40.2 -51.9 -28.6 B Windward Roof 28.3 64.6 0.89 -0.070.18 -4.0 -15.7 7.6 28.3 64.6 -0.53 -30.5 -42.1 -18.8 A Leeward Roof 28.3 64.6 0.89 -0.570.18 -32.8 -44.4 -21.1 C&D Roof 0 to 14.1 * 64.6 0.89 -0.920.18 -52.9 -64.5 -41.3 14.1 to 28.3* 64.6 -0.88 -50.6 -62.2 -39.0 28.3 to 51.0* 64.6 -0.52 -29.9 -41.5 -18.3 0 to 51.0* 64.6 -0.18 -10.3 -22.0 1.3 This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. *Distance from windward edge. �MA/, 2014 WLS4-11.9] Copyright 0 2020 SDG, Inc. Page 6 of 7 Pa misano February 10, 2014 ASCE?-10 MWFRS Net Pressures Qary MCDOU91e,PE This data was calculated usingthe building of all heights method. Felty Er�gineerfng consultant,Inc. 9 !� 1589 SW 30th Ave.,suite 20 Boynton Beach,FL 33426 (567)752-5440 Wind Direction 4 FL PE#056214 # Surface z (ft) q(psf) G Cp I GCpi I Ext Pres(psol Net w/+GCpi ps a w/-GCpi (psf) 1 Side Wall 28.3 64.6 0.89 -0.70 0.18 40.2 -51.9 -28.6 2 Leeward Wall 28.3 64.6 -0.48 -27.6 -39.2 -16.0 3 Side Wall 28.3 64.6 0.89 -0.700.18 -40.2 -51.9 -28.6 4 Windward Wall 15.0 56.6 0.89 0.80 0.18 40.3 28.7 51.9 20.0 60.1 0.80 42.8 31.2 54.4 24.0 62.5 0.80 44.5 32.9 56.1 D Windward Roof 28.3 64.6 0.89 -0.060.18 -3.4 -15.1 8.2 28.3 64.6 -0.50 -28.7 -40.4 -17.1 C Leeward Roof 28.3 64.6 0.89 -0.570.18 -32.8 -44.4 -21.1 ABB Roof 0 to 14.1 * 64.6 0.89 -0.900.18 -51.7 -63.4 -40.1 14.1 to 28.3* 64.6 -0.89 -51.2 -62.8 -39.5 28.3 to 55.0* 64.6 -0.51 -29.3 -40.9 -17.7 0 to 55.0* 64.6 -0.18 -10.3 -22.0 1.3 This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. *Distance from windward edge. X46 WLS4-[1.9] Copyright®2020 SDG, Inc. 046 1 of V11 MODEL 4 tjq,La SPECW-TY ENGINEEIM CONSULTANTS. Inc CLIENT CC'S 1599 SW 30th AVE., SUITE #20 t1 LOGATKNV �1 •L t °-5 WWON fit, FL 33426 FL. CA. #009217 DATE OF�!0 l 561 — 752 — 5440 M CALCULATED81f 561 — 752 — 5542 FAX S jj 3 k 3 i i 1 { ' 0 ,� E Olt vt& c 6,W/ 8 i t e _. I Of I Model PalmisanoIKEfipjy Specialty Engineering Consultants, Inc. Client CJS Architects �� 1599 SW 30 Avenue,Suite#20 Boynton Beach,FL 334326 Location Miami,FL y FL.CA#009217 Date 02/10/14 ''' Calculated by Gary McDougle,PE 56214 �u Stiff 55 Vsf unit load L+LL into trusses 55 Dsf for HVHZ and 50 elsewhere zone I Zone 2 ne REACTION Truss Truss Effective SPAN UNIT REACTION Truss Uplift(gross) Uplift(gross) Uplift(gross) Uplift(gross) Net Uplift ID width(ft) (ft) LOAD(plf) (lb) ID s s s sf Reaction b fib) ID RoofTrussesand>Girders" . Ti 2.0 t 40.50 ft 110 V 2228 lb Tl -37.04 sf -52.16 sf -82.39 sf -35.72 sf 4095 R 2228 lb Tl . Gl 3.2 ft 40.50 ft 174 If 3524 lb Gl -37.04 sf -52.16 sf -82.39 sf -35.72 sf X732' 352 lb G1 y F1 2.0 ft 17.10 ft 110 Plf 941 lb Fl 941 lb Fl 2.0 ft 16.50 ft 110 If 908 Ib F2 `' 908 Ib F2 F3 2.0 ft 2230ft 110 If. 1227 lb F3 M 1227 lb F3 FG1 83 ft 1333 ft 1 454 plf, 3026 lb FG1 _ 3026 lb FG1 Reaction is calculated as: G=width*span*Load/2 Uplift is calculated as:U=width*span*(Zone 1 (C&C)-DW)/2 Wind Loads based on ASCE 7-10,Low-Rise Buildings<60' V(mph) 175 1620 FBC for HVHZ,or Fig.26.5-1 a qh(psf) 37.80 Wind pressure @ mean roof height I: 1.0 GCpi 0.18 -0.18 Internal pressure coefficients,enclosed building Risk Category 11 Table 1.5-1,page 2 al 5.50 10%of width 1 Exposure C Section 26.7 a2 8.60 10%of width 2 s 2 -�------- 2 Length of Building(ft) 86 a3 10.00 0.4*mean roof height 2 Width of Building(ft) 55 a 5.50 End Zone distance Mean Roof height(ft) 25 Kz 0.95 Table 30.3-1 Kd 0.85 Table 26.6-1,page 250 Kzt 1 Figure 26.8-1,page 252 1 % 2 �\ 1 2 pitch of roof 6/12 26.6 degrees `. theta 10 sf Gross uplift pressures are reduced for dead weight by this amount 2 SF 1 G.McD's safety factor(this is not required and may be varied but shall not be less than 1) � Ulitmate loads have been reduced uplift=0.6*Ulimate. So that the values shown are allowable loads. g 2 3 D Y:\CJS Architects\Paimisano\calcs2\uplift and gravity 710 Pahnisano 3.xls BeamPro- version (6.2-32 bit) Gary McDougle,PE Specially Engineering Consultant,ine 15W SIN 30th Ave.,Suite 20 Boynton Beach,FL 33428 (561)752-5440 FL PEN 056214 237.009/f( 237.009M FL CA#009217 33.30 10.00 T T r-3590.2 r-8871.9 3590.19 2370.00 V (#) x1301.91 27193.03 M 0.00 -11850.00 5.2798 D (in) -7.7275 INPUT FILE NAME ____> cAuntltled.cb DATE ____> 2/10/2014 9:10:22 AM COMMENTS MAR 3 BeamPro- version (6.2-32 bit) Gary McDougie,PE Specialty Engineering Consultant,ltd. 3025.000 1599 SW 30th Ave.,Suite 20 Boynton Beach,FL 33428 (561)752-5440 471.000N 471.00#Af FCA# 17 11.50 18.75 T w 1705.7 w 11505.3 r-3120.8 4788.45 1705.89 -� V R) -3120.80 -8738.81 10339.08 3088.49 -13798.99 D 0.0280 {in) -0.04" -0.8389 INPUT FILE NAME ____> cAluntitled.cb DATE ____> 2/10/2014 9:17:15 AM COMMENTS _�_' MAR 2014 Beampro- version (6.2-32 bit) Gary McDougie,PE Speclalty EnginesOng Consultant,I= 1599 SW 30th Ave.,Suite 20 110.00#N11 n Beach,FL 33426 (56 )752- F-W214 33.30 10.00 FL6)i 009217 T T v=1666.3 w 3096.7 1886.33 1100.00 -1996.67 12621.24 M -5500.00 2.4504 D {in) -3.5866 t INPUT FILE NAME ____> c:\untifled.cb AA DATE __=> 2/10/2014 9:06:06 AM COMMENTS TABLE 2 � AUDWAB1.E 514F." ouNDS M FOOT)FOR fjORLZONTAL APA L-t>HA14iRAt3MS wrm FL4wNG OF oouG iS-FlR, UUWH OR SOUTHERN PRialel FOR WIND OR SEISMIC LOADING flift Wn WC WAD 2306.3.1) Unblocked Dia m; NN 6e mwL at "asupp Edges(b) (an ocon,401 continuous panel edges parallel to load(Cases 3 8,4), and at all porhel edges(Cases 5 6 6)(b) Minimum 6 4 2-1/214 2(c) Case 1 (No Minimum Minimum Nominal unblocked Nail Nominal Width of Nati Spacing(in.)at edges or All other Penetration Panel Framing other pone)edges continuous configurations Common in Framing TWkkness Member (Cases 1,2,3 A 4)(b) joints paraNel (Cases 2,3, Panel Grade Nail Size (inches) (inch) (inches) to kxKQ 4,5&6) 6 6 4 3 6d(e) 1-1/4 5/16 2 185 250 375 420 165 125 3 210 280 420 475 185 140 APA 8d 1-3/8 3/8 2 270 360 530 600 240 180 S'('RUCTURAi.1 3 300 400 600 675 265 200 grades 10d(d) 1-1/2 15/32' 2 320 425 640 730 285 215 3 360 480 720 820 320 240 5/16 2 170 225 335 380 150 110 3 190 250 380 430 170 125 6d(e) 1-1/4 3/8 2 185 250 375 420 165 125 3 210 280 420 475 185 140 APA RATED SHEATHING 3/8 2 240 320 480 545 215 160 APA RATED 3 270 360 540 610 240 180 STURD-1- FLOOR 8d 1-3/8 7/16 2 255 340 505 575 230 170 and other 3 285 380 570 645 255 190 APA grades 15/32 2 270 360 1 530 600 240 180 except Species 3 300 400 600 675 265 200 Group 5 15/32 2 290 385 575 655 255 190 3 325 430 650 735 290 215 ltd(d) 1-1/2 19/32 2 320 425 640 730 285 215 3 360 480 720 820 320 240 (e)Tior 'a�atiher's eon I7�1�id gra�irytoospe s kxr> r� �,, ',�nr pm�e4edeesshdt6e34n.norninalorwidwand el BfA CEJ.rand&�w1w ffam#ld a Vis. wtrare tad ho+%mp per rof�r�ir�o iromime of far(rad size for odud (3)i value by the Mawing S,wdfuc- (rare 1-1/2 inches grid ate spooed'�indhas o.c 1 -_fl-W�=`Mt4M_ oc (e,I"� r�ri idntled #or roods due 646 i to ve Ores cies of gravity of the fid.This aid shod rat be than 1. (nog Spads gx-.12 vxJ oalong intermediate finning nwnbers f4cUw for aresm de} on mon df oxdbuous b 60.ox-ace(twhen supports die spowd 48 in.ax-or grechNi.Fastepanel 1°�ners 911611 be with r+derence to load,not on direction of Ion dmemion or 3/8 inch from poid edem shwVlh ours of sheet.Continuous homing may be in either direction for (4 Framing at adtomeng paid edges shy be 34L nonwKd or wider,aid rails Wicked dam. shod be wed wheins rads ore spaced 2'aod+es ox-or 2-1/2 taches o.c- Case 9 Case B obduCase 9 C ese 4 t ie 5 case 6 teem sr� LOWi•+ames Wm � tees Sem 4144 teem rye HD •.x, ao��mprms �r . a SPECIALTY ENGINEERING CONSULTANTS,Inc. ��► Dade • Broward • Palm Beach January 17,2013 REPORT OF ENGINEERING EVALUATION FOR. CJS Architects PROJECT, Proposed Residential Addition LOCATION. 1035 NE ge Street Miami Shores,FL Dear Mrs. Chaintreull. As per your request we have perfonnGd the standard penetration test boring and conducted the required Solis Investigation at the above-named location. Following are Its of our flndings and our recommendations. All elevation references on the boring logs and all refers es conte d In this repoit'wlll be based on elevations from the existing ground elevation at the time of testing. PROJECT DISCR/PTION It Is our understanding that the project will consist f a s story garage addition and adding a level to a single. family home. The existing structure is story Jdentiei build/ng located In East Miami Shores. SUBSOIL SUMMARY. One standard penetration test an on modlfl penetration test were performed at a location chosen by our representative. The upper surface oils ere nd to consist of a layer of brown fine grained send with limestone and traces of roots and k which end depth 01-2.0 feet Underlying this layer of sand was a layer of gray organic muck which exte ded to a epth of+/ 10.0 feed Underlying this layer of muck was a layer of pa/e brown limestone that extended t tits F I of-12.0 feet This stratum of limestone was underlain by a layer of brown organic clayey slit with tra of FI one and extended to a depth of-14.0 feet. Below this layer was a very dense layer of limestone from -14. to-18 feet followed by a combination of pale brown to gray limestone and medium sand which extended past m tenpin depth of our Investigation-36.5 feet maximum penetration, The natural ground water level to nd to exist at+/9.0 feet below the existing surface at the time of our borings. FOUNDATION RECOMMENDATIONS- Due to the extensive deposits of muck and slit we recommend that the foundation wall be supported on a system of helical piers or steel pin piling. Speclflcations and design loads for these particular plies are Included below. HELICAL PIER The proposed structure may be supported on a system of helical piers designed for an allowable compressive capacity of 15 kips. We antic/pate that an 8 and 10-Inch foundadon-anchor•be Installed to a vertical depth of 30 feet below the surface will provide the allowable compressive capacity of 15 kips, and an allowable tension capacity of 7 kips. Pier capacity Is dlrectiy dependent upon helix size and spacing and the helical pier subcontractor maybe ab/e to provide a more cost effective combination of helix sizes and depths. 1599 S.W.30th Avenue,Suite#20 • Boynton Beach,FL 33426 0 Office: 561-752-5440 • Fax: 561-752-5542 SPECIALTY ENGINEERING CONSULTANTS,Inc. Dade • Broward a Palm Beach These piers should be continuously rotated Into the ground utilizing a hydraulic torque head capable of advancing the pier to the required depth. The torque head should be equipped with a pressure gage to allow for the measurement of the hydraulic pressure required to advance the pier,and therefore allow for confirmation of bearing capacity. We expect some resistance on the helical pier between the depths of 14'to 18'below the surface because Of a small stratum of very dense lime rock that we encountered In our standard penetration test The contactors are to continue to the required depth of 301, if refusal occurs at the lime rock layer they are to contact Specialty Engineedng for further instructions. The Installation of the helical piers should be performed by a reputable c tractor ith a minimum of 5 years of expedence installing helical piers In this area. The attachment of a piers the cfure Is the responsibility of the structural engineer and Is beyond the scope of this report Th pier con ctor ay have a more cost effective combination of he/br sizes and therefore may have some Input a to the h Ix co figuration for this project. We respectfully recommend that we be allowed to reel ntrack propos I p r to construction If It differs from our recommendations. Th Sta dardnetr ;+on Test ASTM D-1566 The Standard Penetration Test Is the most commonly employed tool utilized to Identify In-situ subsurface soil condltlons. The "N"values ob red f m the boring provide an accurate estimation of Intemal soil characteristics such as relative density, Interna shed strength,angle of Internal Mcdon, and the approximate range of the soil's unit weight These "N"values Ires t the resistance of a 2 Inch diameter split spoon sampler driven by a 140 pound hammer free falling 30 Inc es Each drive of the 24 Inch long split spoon Is divided Into.four six Inch Increments. The second and third ments are totaled to produce the "N"value found on your report The Standard Penetration Test also allows for the recovery of soil samples which are returned to our laboratory and visually examined and classified. The SPT samples are available for laboratory testing If requested.- Samples are generally held for 90 days unless otherwise directed by the client An approximate ground water table Is obtained from the borehole upon completion of the drilling procedures. This water table is useful in the general evaluation of particular soil conditions, and may give the contractor some Insight Into what can be anticipated during construction. It should be noted that the ground water level will fluctuate seasonally. This level may also be affected by local drawdowns,soil conditions,and the watersheds contribution to the underlying aquifer. It should not be construed to be a measure of the so/Is'permeabl/lty, or of the dewatering characteristics of the site. Although the standard penetration test Is one of the most reliable methods used to Identify soil characteristics and types, it may only represent a small fraction of the materials actually deposited at the site. As is common industry practice, we have assumed a uniformity of profile between borings to provide a subsoil profile for engineering purposes. This profile Is strictly based on the data obtained from the borings, and If unusual or varying conditions are found we should be notified immediately. 1599 S.W.30th Avenue,Suite#20 • Boynton Beach,FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 t ' � SPECIALTY ENGINEERING CONSULTANTS,Inc. Dade • Broward • Palm Beach A test Is expressly representative of the Immediate location tested,and the reliability of the conclusions are a direct result of the quantity of tests performed. Any variation In location may reveal similarly some changes In the depth, thickness,texture,and conditions of the stratum encountered Unless specifically stated otherwise,and specifically directed and prearranged by the client,all elevations are taken with respect to the existing ground surface at the time of testing. Boring locations are usually obtained In the field by pacing:off distances and approximating right angles to landmarks and property corners. More precise locations may be obtained from on site surveys and placement of the boring locations by a Land Surveyor, Registered In the State of Florida. These services are provided at addmotial costs and are beyond the scope of this report* The data presented herein was obtained for the speclflc purposes stated In this report, and should not be misconstrued to apply to any other circumstance, projec4 or ancillary use unless so specified and addressed by the engineer of record. Thank you for using Specialty Engineering Consultants, tdc.-for your geotechnical needs. Should you need further assistance with this or any other projec4 please contact this office Respectfully Submitted, Speciality Engin g Consultants,Inc. -- D.Mark Le nc,P.E ; Cabe Kiever State of ride 1#3$483 Project Engineer Spec/ nsp.No. 107 ; 1599 S.W.30th Avenue,Suite#20 • Boynton Beach,FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 r S�OREs Gi loss n,,,M Miami shores Village z �� Building Department �ORtIDp' 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 CGS Architects to perform special inspector services under the Florida Building Code at the 1035 NE 96th Street project on the below listed structures as of February 10,2014 (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: SK SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) it SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) 'W SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 22182(R4408.5.2) 111 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, D.Mark LeBlanc 2. Patricia Blue 3, D.Adam LeBlanc 4, Scott Depelteau *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 professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Engineer/Architect Name Gay McDougle (PPJNI) Address 1599 SW 30th Ave.Ste.20,Boynton Beach,FL 33426 DATE: 2/10/14 Phone No. 561-752-5440 Created on 6/10/2009 .y Model: Palmisano Client CJS �' ' Specialty Engineering Consultants,Inc. Location: Miami Shores 1599 SW 30 Avenue,Suite#20 O Calculated by: Gary McDougle,PE 56214 �, �� Boynton Beach, #334326 Design is based on ACI 530-08 Input dbm. #5 bar diameter ofbar s 24.00 inch SU cell spacing b, 15.0 ft height ofwan w 42.6 psf wind load P 1500.0 p(f gravity load into wall K. 2.0 Multiplier for width ofwall*wind momm for moment calculation Steel propertles E. 2.9 E+07 psi modulus ofelasficity ofstect Section 1.8.2.1 fr 60000 psi yield stress of steel >e 24000 psi allovvable stress in the steel,Section 2.3.2.1 Masonry properties E„ 1.35 E+06 psi modulus of elasticity of masonry,Section 1.8. . .1, fm 1500.0 psi net area compressive strength of concrete masonic+-TYPE M OR S MORTAR ONLY Fb 500.0 psi allowable compressive stress in masonry due to bending and/or axial loading, Section 2.3.2. b...Y 7.63 inch Overall depth of section for nominal 8"masonry. day 3.81 inch Bar is to be placed at the center of wall %awhou 1.25 inch Nominal thickness of faceshell A. 30.0 sq.in. Net area considered for loading,face shells mortared,per foot basis The width ofcompression block is the lessor ofthe following Compare these values and choose the least value for b,2.3.3.3.1 bl 24.00 inch till cell spacing b2 45.75 inch 6 x wall thickness b3 72.00 inch maximum as allowed by code 8 b 24.00 inch The width of the compression block allowed,2.3.3.3.1 Calculate the moment oflnertiaand the radius ofgymtion for a typical wall section. h,,.0 15.0 ft I 308.7 inA4 d„� 3.81 inch A 30.0 sq.in bl 12.00 inch I1 2.0 h04 r 3.2 inch Al 15.0 sq.in. h„mk 56.11 dl 3.2 inch Check for the allowable stress which is dependent upon the btr ratio<99 F.r 315 psi Fa2 584 psi Chose the lessor value p Fa 315 psi w n 21.48 ratio of steel stress to masomy stress b 24 width ofoompression block 1 dbv #5 bar bar size Ab.. 0.307 sq.in. area of bar 29741 Win Moment @ iK*w*IA2Y8 simple span beam i l rho 0.00336 Ratio of Area of steel to uncracked section 1 height k 0.314 I k x d..,„y 1.20 inch Location ofneutral was from outside I face of block. Note that the neutral axis should j be within the faceshell ofthe block,1.25 inches j 0.895 j x d...y 3.41 inch Length of lever arm between centers J f ofoompression and tension forces Ab 585 psi Compressive stress due to bending f. 27.4 ksi Tensile stress in steel reinforcing f. 50 psi Actual axial stresses due to will weight,roof and floor loL- masonry wall 530-08 3.xis JUN 1 6 2014 Check allowable stresses in masonry and steel and combined stresses Actual stress Allowable stress ft 27.4 ksi 1.33 x fs 32.0 ksi OK L+fb 635 psi 1.33 a(fo) 667 psi OK,2.1.2.3 f, 50 psi 1.33 a Fy 420 psi OK, 6.3.1.a Wind speed criteria for wind load calculations in accordance with ASCE 7-10 V(mph) 175 1620 FBC for HVHZ,or Fig.26.5-1a I 1.0 Risk Category II Table 1.5-1,page 2 Exposure C Section 26.7 Length of Budding(ft) 55 Width of Building(ft) 51 Mean Roof height(ft) 28 Kz 0.97 Table 30.3-1 Kd .0.85 `fable 26.6-1,page 250 Kzt 1 Figure 26.8-1,page 252 pitch of roof 4112 18.4 degees theta 18.4 degrees masonry wall 530-08_3.xis U*10 Component and Cladding Pressures,Wall and/or Window components in accordance with ASCE 7-10 w/mean roof height<60 tlt When theta<10 degrees the GCp values have been reduced by 10% Model Palmisano Client CJS Location Miami Shores Date 7/302013 zone 4 zone s unbreached unbraeched width height I urea Wp "Cp in 8 It^2 4&5 4 +P 11 -P(1>� +P(1>� -P(1>� Immoury vvalll 24 15 73.0 0.813 -0.920 -1.06 38.4-4 -42.6 38.4 1 48.1 h.(GCP_ CEP . V(mph) 173 Wind speed Fig 6-lb,pg 37 \ I 1 Impeamw Factor Building Category II Table 1-1 pg 4 Exposure C Length of Building(&) 55 Waith of Building(8) SI Mean Roof height(8) 28 i Kz 0.97 Table 6-5,Case 1,pg 60 5 i O Kd 0.85 Table 6-6 pg 61 i® 4 Kzt 1 Fig 6-2 pg 39 i Q pitch of roof 4 Q i S dim 18.4 degrees 1.0 Reduction factor for slope ofroof Q Q gh-(pst) 64.31 Velocity Wind Pressure @ mean roof height 5 GCpi 0.18 -0.18 0.55 -0.55 See Table 6-7 pg 62 al 5.10 10%ofwidth 1 a2 5.50 100/6 of width 2 a3 11.2 0.4 roof height a 5.10 End Zone distance masonry wap 530.08 3 Uds JUN 1 6 2014 ! ,,Rte► { Model: Palmisano Client cis Specialty Specially Engineering Consultants,Inc. Location: Miami Shores 1599 SW 30 Avenue,Suite#20 Date: 07/30/13 Boynton Beach,FL 334326 Calculated by: Gary McDougle,PE 56214 FL CA#009217 .aUf SL Design is based on ACI 530-08 Input db. #5 bar diameter of bar s 56.00 Inch fin cell spacing h„H 10.311 height of wall w 45.1 psf wind load P 1500.0 plf gravity load into wall K 4.7Multi liar for width of wall'wind for moment calculation Steel propertles E8 2.9 E+07 psi m us o elasticity orsteel,Section 1.8.2. fy 60000 psi yield stress of steel >s 24000 psi allowable stress in the steel,Section 2.3.2.1 Masonry properties Em 1.35 E+06 psi modulus of elasticity of masonry,Section 1. .2.2.1, f„ 1500.0 psi . net area compressive strength of concrete mem-TYPE M OR S MORTAR ONLY Fb 500.0 psi allowable compressive stress in masonry due to bending and/or axial loading, Section 2.3.2. h..y 7.63 inch Overall depth of section for nominal 8-masonry. day 3.81 inch Bar is to be placed at the anter of watt t 1.25 inch Nominal thickness of faceshell A. 30.0 sq.in. Net area considered for loading,face shells mortared,per foot basis The width of compression block is the lessor of the following Compare these values and choose the least value for b,2.3.3.3.1 bl 56.00 inch fill cell spacing b2 45.75 inch 6 x wall thickness W 72.00 inch maximum as allowed by code 8 • D DFI I D • b 45.75 inch The width of the compression block allowed,2.3.3.3.1 Calculate the moment of Inertia and the radius of gyration for a typical wall section. hr„u 10.3 It I 308.7 W4 d-, 3.81 inch A 30.0 sq.in. bl 12.00 inch Il 2.0 W4 r 3.2 inch Al 15.0 sq.in. h.A/r 38.64 dl 3.2 inch Check for the allowable stress which is dependent upon the h/r ratio< 99 F., 346 psi Fa2 1231 psi Chose the lessor value p Fa 346 psi W n 21.48 ratio of steel stress to masonry stress b 45.75 width of compression block 1 db„ #5 bar liar size y Ab.r 0.307 sq.in. area of bar 336"PaPbin Moment-(K*w*l^2y8 simple span beam 4 l rho 0.00176 Natio ofArea of steel W untracked section ( height k 0.240 } I k x dm.,,@y 0.91 inch Location of neutral was from outside l !ace of block. Note that the neutral axis should be within the faceshell of the block 1.25 inches / J 0.920 E j x d-.y 3.51 inch Length of lever arm between centers f l of compression and tension forces Ab 459 psi Compressive stress due to bending f; 31.2 ksi Tensile stress in steel reinforcing f; 50 psi Actual axial stresses due to wall weight,roof and floor I%- masonry wall 530-08 tads J 1k6l Check allowable stresses in masonry and steel and combined stresses Actual stress Allowable stress fd 31.2 kd 1.33 s ft 32.0 kd OK l;+fb 509 psi 1.33 s&t3) 667 psi OK,3.1.2.3 f, 50 psi 133 a Fu 462 psi OK, 6.3.1.a Wind speed criteria for wind load calculations in accordance with ASCE 7-10 V(mph) 175 1620 FBC for HVHZ,or Fig.26.5-1a I 1.0 Risk Category H Table 1.5-1,page 2 Exposure C Section 26.7 Length of Building(ft) 55 Width of Budding(ft) 51 Mean Roof height(ft) 28 Kz 0.97 Table 30.3-1 Kd OAS Table 26.6-1,page 250 KA 1 Figure 26.8-1,page 252 pitch of roof 4/12 18.4 degrees theta 18.4 degrees masonry wall 530-08 2.xls JUN 1 2014 Component and Cladding Pressures,Wall and/or Window components in accordance with ASCE 7-10 w/mean roof height<60 ft When thaia<10 depm the GCp values have been reduced by 10% Model Palmisano Client CJS Location Miami Shores Date 17/30t2013 zone 4 zone 3 Unlneached unbreached width height I Area GCP GCP GCP +P(pst) -P oDeninst (P� +P(Psfl -p(psi)ft ft^2 48c3 4 3 Immonry wall 1 56 1 10.33 1 48.2 1 0.879 1 -0.984 -1.18 41.0 1 -43.1 41.0 1 -32.8 h.(�_ � . V(mph) 173 Wmd speed Fig 6-lb,pg 37 \ I 1 Importance Factor Building Category II Table 1-1 pg 4 Exposure C Length of Sodding(ft) 55 Width of Building(ft) 51 Mean Roofheight(ft) 28 Kz 0.97 Table 6-3,Casa 1,pg 60 O i Kd 0.8S Table 6.6 pg 61 i® KA I Frg 6-2 pg 39 i Q pitch of roof 4 0. S theta 18.4 degrees 1.0 Reduction factor for slope of roof C C, qh(pat) 64.31 Velocity Wmd Presslue @ meen roofheight S GCpi 0.18 -0.18 0.33 -0.35 Soo Table 6-7 pg 62 al 3.10 10%ofwidth 1 a2 3.30 10%ofwidth 2 a3 11.2 0.4smeanroofheight a 5.10 End Zone dh tauce maswry"A Z'ft JUN 12014 N.E. 97th STREET SET 1. a�"1fi k�tlA�t o? I.P. La to to P/C ui 11 6 REWSE PLAT O MA S D?ES, S C. $ P 43 P. 1 ENC. `' :4>r'� ~-"0 ON UNE ( R WOOD FENCE OX 1 QO' 75' t 15 ALLEY p 50' 50' 25 25 50' 50' 50' IAM/ SHORI S, SE . 3 PB. 10 P. 7 co 1'18 17 1.S 16 '14 13 12 11 10 9 8 7 lo a c� . 1 3V 5' 25.410' " g \\�\ 50' S0' S0' 25 25' 50' \ui N.E. 96th STREET GAs C4WOOD go , • 1 -f t�,��E SECTION 5 11. 53 S. RGE 42 E SCALE: 1*-100' a�a. \ 18.1'\ ci OR ci\ \ \\\a\. 8.63 04 eq LEGAL MCHII'TiOAT: 16-6 SURVEY SKETCH OF SURVEY SURVEY OF LOT 16 AND THE WEST 1/2 OF LOT 15, BLOCK 82, OF 1 STCR'Y C.B.S. �\ I RESIDENCE A. R. TOUSSAINT & ASSOCIATES, INC. THE PLAT OF MIAMI SNORES, SECTION 3' ACCORDING TO THE PLAT #AND SURVEYORS THEREOF, AS RECORDED IN PLAT BOOK 10 AT PAGE 37 OF THE No. 1 a35 s \ FLORID CERTIFICATE. OF AUTHORIZATION .N0. LB-273 PUBLIC RECORDS OF ISI-DARE COUNTY, FLORIDA. FIN FLOOR. ELEV.=11.3 \d. 620 ME 126 ST. NORTH MIAMI FLORIDA 33161 . i \� \\�•, �\• \ TEL: (305) 891-7344} FAX: (305) $93--0325 LYING IN THE VILLAGE OF MIAMI SNORES, m ENC 2Q 7 \ ' \ FB: 556 PAGE 33,34 FILE: 2Gl-3/14827UTQR'SLEA 1.4'X1.4' COLUMN 3 16.7' "C \\ # WE HEREBY CERTIFY THAT THIS SKETCH OF SURVEY IS TRUE AND 2.5' \ 9.91' O ' PSC Sc=: 0.66' ENC. '�' r '}7.7' 0.90' CORRECT TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS RECENTLY 3.5' WALL CLR i 0 10' 20' 'wr fid' SURVEYED AND PLATIN UNDER OUR DIRECTION AND THAT THIS SURVEY 0.54' . PLANTER COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND _ iv $ - SURVEYING IN THE STATE OF FLORIDA, 'UNDER -RULE 5J-17 FLORIDA 0' "'• t.2 SCALE: 1INCH = 20 FEE? ADMINISTRATIVE CODE, CHARTER 472.027 FLORIDA STATUTES. 04 , �;`I' ��, t�5 W NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE 1.411.4!COL1.N �� i � SFR E'Y'tlklt'S fl'i'E: REGISTERED LAND SURVEYOR SHOWN HEREDN. 0.15' ENC. ELEVATIONS SHOWN REFER TO THE A.R. TOUSSAINT & ASSOCIATES, INC. 75.27' S0' P L 25'1 25' NATIONAL GEODETIC VERTICAL DATUM, .& ,.. .:-75.Ik' :VI+�LK ...� : 174.92' fD. 19i9. t�I.G.V.D.) SET I.P. . I.P. eY TOUSSAINT RES. .7' CONC. -. RB ;� ORDER: 14801, MARCH 10, 2014 ALBERT N N REGISFEREO £Nt�EER NO. 8939 ADDED GRADE FOR SEPTIC, REGIS1ERED SURVEYOR AND MAPPER NO. 907 AC _ Alli 0� AND ROAD ELEV. STATE OF FLORIDA : *ra o,. C.B.S. = CITE BLOCK STRUCTURE FLORIDA CERIFICKTE OF AUf DRIZATION LB-273 CLR g CLEC DTE: ERIC J. & IN6RID PALMIISANO SEM#' APRIL 2, 2013 FD. = FOUND 1035 N.E. 96th STREET tp. = IRON PIPE SCALE: p iriLLAOE .OF MIAMI SHORES LB LAND SURVEYOR BUSINM 0 ' ::: :• , : M. 0. = WJL DU MIAMI—DAD COUNTY, FLORIDA PA - PROPERTY UNE . : : 7Cj ,• .:'="° `;.'i.3.1 �i�i'1• ." V. REsn LM SURVEYOR ft DW NUIw>itt£ET akiN 81r: IV 4 77 14827 1 OF 1 WT v \ h r�D IMJ 2014 CITY cupy PRODUCT APPROVAL REFERENCE USP HUS26 - 06-0921.05✓ USP THD26 - 06-0921.05 USP THD28 - 06-0921.05 USP LPTA - FL859 USP HLPTA75 - FL1247, FL2621 R-1 USP RT7 - FL817 USP HGA10 - FL819 USP USC43 e FI-2620, A 9033 SIMPSON ABU66 - FL `10849 SIMPSON HGA10 - FL11470 SIMPSON HGAM 10 - FL11473. SIMPSON H10A - FL11478 SIMPSON HGUS26 - FL10655 SIMPSON HUS26 - FL10655 HILTI KWIK 3 BOLT - 06-0810.13 HILTI HIT HY150 EPDXY - 09-0224.06 CASTCRETE LINTELS - 12-0209.13 ',/ POWERS WEDGE BOLTS - 05-0701.10 ✓ ITW TAPCONS - 07-1126.10 HIL11 X-ZF - 03-0709.01 ✓ SIMPSON CC66 - FL10860 0;2,06 , o3 NO IC - © Sad, 0- Aloi� Q -0 �-qR ©� M I A M I�DAW MIAMI-DARE COUNTY,FLORIDA _ METRO-DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) United.Steel Products Company. 14305 South Cross Drive#200 Burnsville,MN 55306 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Mann Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used-in Miami Dade-County and other areas where allowed by the Authority Having Jurisdiction(AHD). This NOA shall not be valid after the:expiration date stated below. The Miami Dade County Product Control Division(In Miami Dade County) and/or the AHI(in areas other than Miami Dade County)reserve the right Eto have this product or material tested for quality assurance purposes. N 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.BCPRC reserves the right to revoke this acceptance,if it is determiner)by Miami-Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. 1. . This product is approved as described herein, and has been designed to comply with the.7Plorida Building Code including the High velocity Hurricane Zone. DESCRIPTION: HUS,TnD&THDH Series Wood Connectors: . APPROVAL DOCUMENT:,Drawing No. MD09.06, titled ,HUS Series"; `rm Series", & "rHDH Series" sheets 1 through 3;dated 09/01/06,prepared by United Steel Products Company signed and sealed by R.W.Lutz, PA bearing the Miami Dade County Product.Control Revision stamp with the Notice of Acceptance (NOA) number and Expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 consists of this page,evidence page E-1,E-2&approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No:06-0921.05 cz- �� Expiration Date: March 15,2012 NQ= yp`p1 Approval Date: March 15,2007 Page 1 A N PRODUCT JOIST STEEL DIMENSIONS FASTENERS IDESIGN LOAD CODE SIZE GAUGE W H D A HEADER JOIST 164 164 HUS2i2-3 100% PLIFT HUS175 1-3/4x5-1/2x7-1/4 16 1-13/1615-3/8 3 2 (14)16d (6)16d T3000 11975 HUS177 1-3/40-1/4-11-1/4 16 1-13/16 7-1/8 3 2 C22)16d C8)16d 4125. 1800 HUS179 1-3/4x9-1/4-14 16 1-13/16 9-1/8 3 2 C30)16d. C10)16d 4580 3210 HUS26 2 x 6-8 16 1-5/8 5-7/16 . 3 2 C14)16d (6)164 3000 1975 HUS28 2 x 8-10 l-5/8 7-3/16 {22)164 C8)16d 4025 3210 HUS210 12 x 10-12 16 -5/ 9-3/16 C 6 1696 HUS410 4 x 10-12 14 -5/ i HUS412 4 x 12-14 14 3-5/8 10-7/8 2 1 1(10)164 (10)164 3010=. i015 665 HUS46 4 x 6-8 14 3-5/8 1550 HUS48 4 x 8-10 4 3-5/8 7 2 1 C )16d� ( )16 1 1015 HUS26-2 (2) 2 x 6-8 1 3-1/8 - 2 4) C4) 1080 HUS26-3 (3) 2 x 6-8 - 4-1/2 1 (4)16d (4)16d 1080 1075 HUS28-2 (2) 2 x 8-10 3-1/8 - 1 C6)16d (6)16d 00 1550 mu4co 13 Ts 2 x-a-10 4-5/8 6-3/8 2 1 C6)16d (6)16d 1800 1550 a og,�tk tHUS212-F- (2) 2 x 10-12 4 - / 2 1 1695 2320 1695 (3) 2 x 10-12 4-5/8 - wkwku 40 M3 , •o (2) 2 x 12-14 14 - - 02665(3) 2 x 12-14 4 Cl 6d 2665 GENERAL NOTES UNITED STEEL PRODUCTS COMPANY 1) STEEL SHALL CONFORM TO ASTM A653 703 OOGERS ]OLIVE,p�N1TiUM y,MN. 56069 PHONE (507) 364-7333 STRUCTURAL GRADE 33, AND A MINIMUM - GALVANIZED COATING OF G60. NAMES HUS SERIES 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. ! 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DATE• ROBERT W. LUTZ DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION PROFESSIONAL ENGINEER (STRUCTURAL) (G= EDITION FOR SOUTHERN YELLOW PINE, t 09-01-06 FLORIDA LICENSE. NO. 55409 (G= 0.55 OR BETTER AND MOISTURE CONTENT OF /�X - 19% OR LESS) ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761, SHEET` DRAWING NO. 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED. MD 09-06 MDADE BY A DURATION FACTOR OF 60% FOR WINDLOAD 1 OF 3 CONDITION. NO FURTHER INCREASE IS ALLOWED. i A ' A 4 THD175 PRODUCT JOIST STEEL DIMENSIONS FASTENERS DESIGN LOAD CODE SIZE GAUGE 16d 16d HEADER JOIST UPLIFT THB175 1-3/4x5_1/2-7-1/4 14 17/8 5 ID 1-7/ 8 (18)16d 2)10d 2700 113 s THD412 HD177 1-3/4x7-1/4-11-1/4 14 1-7/8 6-7/8 3 1-7/8 (28)16d (16)10d 4200 2970 THU179 1-3/4x9-1/4-14 14 1-7/8 8-7/8 1-7/8 38)16d (20)IOCU 5195 3985 THD26 2x6-8 if, 11-5/8 5-1/16 3 1-7/8 (18)16d (1 )10d 2700 1375 THD28 2x6-10 16 1-5/8 7 3 1-7/8 (28)16d (16)10d 4200 2970 THD210 240-12 16 1-5/8 9 3 1-7/8. (38)16d < 0 0 5195 3985 THD26-2 (2) 2x6-8 14 3-7/165-3/8 3 2 18)16d" <12>10d 2700 1375 THD28-2 (2) 2x8-10 3-7/16 7-1/8 3 2 (28)16d '<16)lOd 4200 2970 THD210-2 (2) 240-12 14 3-7/1 9-1/8 3 2 ( 8)16d 5195 3985 THB210-3 (3) 2x10-12 5-1/8 93 3 38)16d (20)10 5475 3710 THD410 4x10-12 / -1/ 6 3 2 8 ( ) 5195 3985 THD412 4x12-14 14 3-5/8 11 3 3 (48)16dL20)10d1 60201 3710 THD46 4x6-8 14 3-5/8 5-5/16 13 2 )16d ,-�9>10d 27001 1375 THD48 4x8-10 14 3-5/8 7-1/16 3 2 422970 THD610 6x10-12 5-1/2 9 3 3 (38)16d 2 ) 0 �5475 3710 THD612 6x12-14 5-1/2 11 3 48)16d (2010 6744O -Y7-10mvedas ' `��go THD7210 7x9-1/4-14 12 7-1/4 9Fkwma g�at;� c 3 C >16d ) 3710 A.. a MkHW Dade P . GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 UNITED STEEL PRODUCTS COMPANY STRUCTURAL GRADE 33, AND MINIMUM GALVANIZED COATING OF G60.. RO 103 W DRIVE, NINTGOrIfRY, MN. 56069 PHONE c507) 364-7333 2) FASTENERS ARE COMMON WIRE NAILS UNLESS NAME, THD SERIES OTHERWISE NOTED. i 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION l DATE, 2001 EDITION FOR SOUTHERN YELLOW PINE09-01-06 ROBERT W. LUTZ (G= M55 OR BETTER AND MOISTURE CONTENT OF �� PROFESSIONAL ENGINEER <STRUCTURAL) 19% OR LESS) ALL TESTS PERFORMED IN ,J FLORIDA LICENSE. NO. 55409 ACCORDANCE WITH ASTM D1761. �� 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED SHEET, DRAWING NO. BY A DURATION FACTOR OF 60% FOR WINDLOAD CONDITION, NO FURTHER INCREASE IS ALLOWED, 2 OF 3 MD 09-06 MDADE PRODUCT JOIST TEFL DIMENSIONS FASTENERS DESIGN LOAD CODE SIZE GAULW H D HEADER TRUSS 16d 16d �• �• THDH26 2x6-8 12 1- 5-7/16 1�� UPLIFT 2x4 '• THDH28 (20)1 d (8 d 4265 2260 •� 12 1-S/8 7-3/16 5 (36)16d (12)16d 15090 3260 •' '• THDH26-2 2x6-8 12 3-1/4 5-1/2 4 (20)16d <8)16d 4 6 2260 •;• �• THDH26-3 2x6-8 12 -1/8 5-3/8 4 •,• / THDH28-3 2x8-10 1 -1/8 7-1/8 4 < 0 1 ) d O1 3260 �.• ; THDN210-2 4265 2260 1 2x10-12 12 -1/4 -1/4 4 (46)16d (12)16d 5850 3060 4x6-9 12 -5/8 5-5/16 4 (22)16d (8)16d 4P65 226p 4x10-- 12 12 -9/1 -1/8 4 (36)16d (12)16d 50 3060 3-1/4x9-1/2 12 '1/4 -3/8 4 (46)16d (12)16d 3 060 x - 12 - - 4 (46)16d (12)16dp T 210 7-1/4x9-1/4-14 3060 7-1/4 _7-1/4 4 (46)16d Cl?a16d 3060 THDH279210 2-11/16x9-1/4-14 12 12-3/419-1/8 4 <46)16d <12)16d 158511 -3060 • we • ` `• .. Fg � yt°piwith&g o TY�A4 .o cle pct mt�l GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 UNITED STEEL PRODUCTS COMPANY STRUCTURAL GRADE 33, AND MINIMUM GALVANIZED COATING OF G60. 70314M$ ]RIVE, OffMIERY, HK %069 PH W (M) 364-7333 2) FASTENERS ARE COMMON VIRE NAILS UNLESS OTHERWISE NOTED. THDH SERIES 3) ALLOWABLE LOADS.ARE BASED ON THE NATIONAL f DESIGN SPECIFICATIONS FDR WOOD CONSTRUCTION �� DATE, 2001 EDITION FOR SOUTHERN YELLOV PINE ROBERT W, LUTZ (G= 0.55 OR BETTER AND MOISTURE CONTENT OF 09-01-06 PROFESSIONAL ENGINEER (STRUCTURAL) OR LESS) ALL TESTS PERFORMED IN AC v FLORIDA LICENSE. NO. 55409 ACCORDANCE WITH ASTM D1761. 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED SHEET- DRAWING N0. ON. UTTER OF FOR CONDITI . NOFRIR INCREASE S ALLOWED. 3 OF 3 MD 09-06 MDADE I g- MIAMI ADE MIANII DADE COUNTY,FLORIDA METRO-DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WESr FLAGLER STREEr,SUITE 1603 PRODUCT CONTROL DIVISION MIAW FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2W8 NOTICE OF ACCEPTANCE (NOA) Hilts,Inc. 5400 S.12e East Avenue Tulsa OK 74146 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submittal has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)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 Miarm Dade County Product Control Division (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. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division 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:Kwik Bolt 3 Concrete Expansion Anchor. APPROVAL DOCUMENT:Drawing No.543-003-C,Sheets 1 of 1,titled"Hilti Kwik Bolt 3 Mechanical Expansion Anchor for Concrete and Masonry Elements"dated=11/12/98 with last revision on 10/31106;prepared by T.E.Lunn PE Engineering,signed and sealed by T.E.Lunn pE,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance.(NOA)number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:None LABELING:Each unit or box shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved or MIX-WA",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 consist of this page 1,evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Can Font,P.E. NOA No 06-0810.13 Expiration Date:December 28,2011 Approval Date:December 28,2006 Page 1 Hil W.Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS: I. Drawings prepared by T.E.Lunn PE Engineering,titled"Hilti Kwik Bolt 3 Mechanical Expansion Anchor for Concrete and Masonry Elements";Drawing No.543-003-C,dated 11/12/98 with last revision on 10/31/06,sheet 1 of 1,signed and sealed by T.E.Lunn PE. B TEST: Laboratory No. Test Report. Date. Signature 1. CEL 51792C ASTM E488 05/22/06 L.W.Mattis PE. 2. STTS 99-0513.01 ASTM G85 Annex 5 08/25/05' M.Mosbat PE. C CALCULATIONS: N/A D QUALITY ASSURANCE. 1. Building Code Compliance Office. E MATERIAL CERTIFICATIONS: N/A F STATEMENTS: 1. No interest letter,issued by T.E.Lunn on 07/20/06,signed and sealed by T.E..Lunn,PE. 2. Code compliance letter issued by T.E.Lunn on 07/20/06 signed and sealed by T.E.Lunn,PE. Z o F. ont,P.E. Senior Product Control Examiner NOA No 06-0810.13 Expiration Date:December 28,2011 Approval Date:December 28,2006 E-1 DESCRIPTION: ENGINEER NG HILTI Kwik Bolt 3 is a stud type expansion anchor with a single piece wedge n � which expands in concrete and. CMU when torque is applied. they are supplied Anchor Fracture ou: X18 tmianeus with a nut and washer. Diameter (in.) Load (lb) FAXV9XZ$-= >w:" " 1/4 2,900 F• Fi0&NA9B0.76119 3/8 7,200 u4= 1 :JEX 1/2 12,400 5/8 19,600 3/4 28,700 V MATERIAL CHARACTERISTICS: 1" carbon steel studs, conform to AISI 111-41. DESIGN VAI UES• Nuts are carbon steel conforming to ASTM A563 Grade A piaHILTI, INC. and meet dimensional requirements of ANSI 818.2.2. Min. Embed. 3000psi* CMU Grouted 5400 S 122nd E Ave Washers are made from carbon steel conforming to (in.) (in.) Tension Shear Tension Shear Tulsa, OK 74146 ASTM F844 and meet dimensional requirements of ANSI 18.22.1 Type A plain. 1/4 2 623 458 All 3/8", 1/2", 5/8", and 3/4" wedges are made from 3.8 2-1 2 1355 1 146"-- 780 1155 . carbon steel. 1 2 3-1/2 2185 23437 905 1723 All 1/4" and 1" wedges are made from stainless steel. 5/8 4 -- 2870 48850 1295 1723 PT 4-3 .4 — — _ _ HILTI BOLT 3 GENERAL NOTES: MECHANICAL 1) Design values in pounds are equal to ultimate load EXPANSION ANCHOR divided by 4. FOR CONCRETE 2) Edge distance shall be 1.75 times the minimum AND MANSONRY embedment for tension and 3 times the minimum Anchor Installation Is Allowed In all Non-Shaded Areas % ELEMENTS embedment for shear. Anchor center to center distance shall be 3 times the minimum embedment. REVISION DATE: 31-10-06 3) Anchor installation shall be made in accordance with DATE: 11-12-98 Hilti's published installation instructions in the Product DRAWING: 543-003—C Technical Guide. Limit one anchor per cell. SCALE: 1" = 1" 4) Anchor installation in grouted concrete masonry units SHEET NO. 1 OF 1 require a minimum 12" distance and 8" spacing. Limit one anchor per cell. Avoid installation within 1-3/8" of any vertical mortar FOR OFFICE USE joint. See Figure 1. 5) Values shown are for shear plane through the anchor 00 Am-vdm body. I 6) When the shear plane is acting through the anchor Mortar Joint 1-3/8" co d threads, reduce the shear by 10%. Concrete Masonry Unit 7) When the shear plane is acting through the anchor 1-3/8" (Grouted) threads, reduce the shear by 6% 8) When the shear plane is acting through the anchor FIG.1 threads, reduce the shear by 20%. 'MIAM MIAMI-DARE COUNTY,FLORIDA METRO DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/bu l&—Xcode Hilti,Inc. 5400 S.12e Avenue Tulsa,OK 74146 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)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 Division(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.BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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:HIT-HY 150 Max Adhesive Anchor APPROVAL DOCUMENT:Drawing No.543-002-E,titled"Hilti HIT HY 150 Injection Adhesive Anchor",Sheet 1 of 1,dated 04/23/09,prepared by Hilti,Inc.,signed and sealed by Thomas Allan Kolden, P.E.,bearing the Miami-Dade County Product Control approval stamp with the Notice of Acceptance (NOA)number and approval date by the Miami-Dade County Product Control Division. MISSILE BRACT RATING:None LABELING:Each box shall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami-Dade County Product Control Approved or MDCPCA',unless otherwise.. noted herein. RENEWAL of this NOA shall be considered atter 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 consists of this page 1,evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No:09-0224.06 Expiration Date:May 06,2014 F5 Approval Date:May 06,2009 r/9 Page 1 Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.543-002-E,titled"Hilti HIT HY 150 Injection Adhesive Anchor", Sheet 1 of 1,dated 04/23/09,prepared by Hilti,Inc.,signed and sealed by Thomas Allan Kolden,P.E. B. TESTS 1. Test report on Tension and Shear Capacity per ASTM E 488 of%",5/8"and 3/" diameter Hilti HAS Super Rod set in concrete or mansory substrate with Hilti HIT-HY 150 Max Anchors Adhesive,prepared by Stork Twin City Testing'Corporation,Test Report No.3201020,dated 01/27/09,signed and sealed by Thomas A.Kolden,P.E. 2. Test report on Corrosion Resistance per ASTM G 85,Annex 5 and TAS 114, Appendix E,prepared by Sub-Tropical Testing Service,Test Report No.STTS 08002, dated 06/04/08,signed and sealed by Mark Mosbat,P.E. C. CALCULATIONS 1. None D. MATERIAL CERTIFICATIONS 1. None E. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO) F. STATEMENTS 1. Code Compliance letter issued by Stork Twin City Testing Corporation,dated 04/01/09,signed and sealed by Thomas A.Kolden,P.E. 2. No financial interest statement for Test Report No. 3201020,issued by Stork Twin City Testing Corporation,dated 01/27/09,signed and sealed by Thomas A.Kolden, P.E. earloqwL utrera,P.E. Product Control Examiner NOA No 09-0224.06 Expiration Date:May 06,2014 Approval Date:May 06,2009 E-1 1 HILTI HIR HY 150 MAY in'ection Adhesive Anchor Description:Fast cure adhesive anchor system consisting of a hybrid mortar and a 9 threaded rad. The adhesive is kientifled as Hai-HY 150 MAX The mortar is dispensed from a impressible side by side retial pack through a static mixing nozzle. The threaded rods used in this approve!are,HILTI HAS Super conforming with ASTM INFLUENCE OF TEMPERATURE ( .2 A193,Grade B7. The minimum yield strength is 105 ksi and the minimum tensile strength Is 125 ksi. HAS Super rods are protected from corrosion with a minimum 5 tlm (0.0002 in.)thick zinc electroplated coating. 120 100 Thomas Allan Kolden Professional E,*= ALLOWABLE LOAD g 80 Florida License No.50999 3000 PSI O ANCHOR EMBEDMENT CONCRETE GROUTED CMU � 40 60 HILTI, INC. SIZE DEPTH SHEAR TENSION SHEAR TENSION 5400 S 122nd E Ave 20 Tulso, OK 74146 112 4-114 2958 3827 2217 3489 0 sm 58149 3834 5819 0 50 100 150 200 250 3M 8518 7 7124124 8264 DEGREES F 1)The percent of load IS based upon load the control t®m HILTI HIT HY 150 2)Anchor Pertomcance is affected b the a of 70°F. INJECTION 1)In order to achieve the allowable load In concrete,a minimum edge distance of masonry. See curve in order toy temperature d the or ADHESIVE ANCHOR 1.5 E and a minimum spacing of 1.0 E shall be observed."E° allowable Iosds• 2)In order to achieve the allowable load in grouted CMU,a minimummledge embedment. of 9 inches and a minfmum spacing 1.0 E shag be observed. 3)Allowable loads are equal to ultimate load divided by 4. 4)Concrete block grout shall have a minimum compressive strength of 2000 psi. 5)Anchor rods conform with ASTM A193,Grade 67. REVISION DATE: 8)Anchor installation shag be roads in accordance with published installation Instructions description DATE: 23 APR 2009 In the Heti Product Technical Guide. HIT-HY 150 MAX 11.1 oz DRAWING: 543-002—E SCALE: — HIT-HY 150 MAX 11.1 oz SHEET NO. 1 OF 1 HIT-HY 150 MAIC 16.9 oz HIT-HY 150 MAX 47.3 oz FOR OFFICE USE HAS Super Rod 1/2 x 6-1/2 HAS SuDer Rod 5/8 x 8 HAS Super Rod 3/4 x 9-5/8 °` HAS Su er Rod 3/4 x 14 •, t \ MAW NMMNDADE COUNTY PRODUCT CONTROL SECTION !$B DEPARTMENT OF PMITTING,ENVIRONMENT,AND REGULATORY 11885 SW 26 Shvet,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) www.mlamidad&aoY&utldiW Cat-Crete Corporation P.O.Box 24567 Tampa,Florida 33623 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 whore allowed by the Authority Having Jurisdiction (AHJ)• This NOA.shall not be valid after the expiration date dated,.below. The Miami-Dade:County Product Control Section(in Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)-rdserve the right to have this product or material tested for quality assurance purposes. N 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 High Velocity Hurricane Zona of the Florida Building Code. DLWRIPTION: "Cast-CreW 8 inch High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUM12ff:Drawing No.FD8,titled"Cast-Crete 8"Lintel Fabrication Detalls",sheets l through 3 of 3,prepared by Craig Parritn0,P.E.,dated dune 7, 1996,last revision dated February 17,2006,signed and sealed by Craig parrino,P.E.,March 22,2012,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING:Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami-Dade County logo. 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. ADVERTISEM ff: 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 NOA#11-0121.04 and consists of this page 1,evidence submitted pages E-1,E-2,E-3,&E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. J� NOA No.12-0243.13 R r( � Expiration Date: 05121/201 Fp A roval Date: 04/05/201 01 `o5�2oJ2 Par 1 Cast rete Co do NOTICE OF AC ,,, t PTANCE: EVIDENCE UB1Vu1"I'ED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#96.0613.01 A. DRAWINGS L Drawing No. FD8, titled"Cast-Crete 8"Lintel Fabrication Details",prepared by Craig Parrino, P.E.,dated 06/07/96, revision#1 dated 11/08/96,sheet 1 of 1, and Drawing No.LTB, titled"Cast-Crete 8"Lintel Sggfe Load Tables';prepared by Craig Parrino, P.E., dated 06/07/97, revision#4 dated 04128/98, sheet I of 1, both drawings signed and sealed by Craig Parrino, AE B. TESTS L Test report on flexural testing on Precast and Prestressed Concrete Lintels Filled Models, total of(36)concrete lintel specimens,per ASTM E-529-94,prepared by. Applied Research Laboratories, Report No. 29702B, dated 07/30/97, signed and , sealed by Christopher A. Hamon, P.E. C. CALCULATIONS L Calculations for Cast-Crete 8-inch Lintels, dated 06/06196, 349 pages,;prepared by Craig Parrino, P.E.,signed and sealed by Craig Parrino, AF. Zy. Calculations for Cast-Crete 8-inch Lintels, dated 11/11/96, 45 pages,prepared by Craig Parrino,'AR,signed and sealed by Craig Parrino, P.E D. MATERIAL CERTIFICATIONS 1. Mill Corti,fled bupection Report Silo#4 dated April 1996 for cement by Southdown Broolavllle Cement Laboratory. 2. Mill Certified Inspection Report#20-8275 Wated 06/20/95 for prestressing strand by The Crispin Company. 3. Mill Certified Inspection Report#20-8345 dated 11/13/95 for prestressing strand by The Crispin Company. 4. Mill Certified Inspection Report#2111-078240 dated 04/25/96 for#3 rebar by Ameristeel. 5. Mill Certified Inspection Report#84-M19614 dated 02/29196 for#5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report#58.466332 dated 01128/96 for#4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report#84-M20749 dated 04/05/96for#5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report#84-Ml 9805 a cted 03/06196for#4 rebar by Birmingham Steel Corp. 4ffef6y A.Maker,RE.,M.S. PERA,Product Control Unit Supervisor NOA No.12-0209.13 Expiration Date: 05121/2016 Approval Date: 04/054012 E-1 CA"rete Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. Mill Certified Inspection Report#84-M21208 dated 04121196for#4 rebar by Birmingham Steel Corp. 14. Mill Certified Inspection Report#84-M20652 dated 04103196for#5 rebar by Birmingham Steel Corp. 11. Mill Certified Inspection Report#84-M20749 dated 04/05/96 far#5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast-Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Prestressed Products dated 03/20/95. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1 None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#03-0605.05 A A. DRAWINGS: 1. Drawing No. FDO, titled"Cast-Crete 8"Lintel Fabrication Details';sheet I of 1, prepared by Craig Parrim, RE, dated June 7, 1996, revision#2 dated Jamup y 28, 2003, and Drawing No. LTB, titled"Cast-Crete 8"Lintel We Load Tables", sheets I &2 of 2,prepared by Craig Parrino, P.E., dated June 7, 1996, revision#5 dated March 24, 2003, all drawings ape signed and sealed by Craig Parrino, P.K B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (12)concrete lintel specimens,per ASTM F-529-94,prepared by Applied Research Laboratories, Report No. 30404$ dated 04123103,signed and sealed by Christopher A. Ramon, P.E. my A.Maker,P.E.,M.S. PE11A,Product Control Unit Supervisor NOA Na 12.4209.13 Expiration Date: OSl2112016 Approval Date: OMOM012 E-2 Cast-Crete Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: L Calculations for Cast-Crete High Strength Precast and Prestressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, AK, signed and sealed by Craig Parrino, P.K D. MATERIAL CERTIFICATION: L Quality System Manual for Cast-Crete Machine Made Precast Lintels revised on May 1, 2002. 2 Cast-Crete Quality System Manual for Prestressed Products dated 2002. 4. EVIDENCE SUBMITTEDUNDER PREVIOUS APPROVAL#06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled"Cast-Crete 8"Lintel Fabrication Details",sheets 1 through 3 of 3,prepared by Craig Parrino, P.E, dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.K B. TESTS 1. Norte. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Muni Dade Building Code Compliance Offlce. E. MATERIAL CERTIFICATION L None. F. OTHER 1. Letter from Cast-Crete Corporation; dated February 20, 2006, signed by Craig Parrino,P.E. S. EVIDENCE SUBNHTTED UNDER PREVIOUS APPROVAL#11-0121.04 A. DRAWINGS 1. .None. B. TESTS 1. None. y •Mamr,P.E.,M.S. PERA,Product Control Unit Supervisor NOA No.12-0209.13 E$piration Date: 03f21/2010 Approval Date: 04/03/2012 E-3 Ca* ete Corporation NOTICE OE ACCEPTANCE: EVIDENCE�UBMTTTED C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mtamt Dade Building and Neighborhood Compliance Department(BNC). E. MATERIAL CERTIFICATION. 1. None. F. OTHER 1. Letter from Cast-Crete Corporation,.dated January 18, 2011, signed by Craig Parrino, A K, certifying compliance°with the Florida Building Code, 2007 Edition. " 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. . Drawing No. FD8, titled"Cast-Crete 80 Lintel Fabrication Details'; sheets 1 through 3 of 3,prepared by Craig Parrino, AE, dated June 7, 1996, last revision•dated February 17,•2006, signed and sealed by Craig Parrino,P.E., March722,2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Permitting, Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast-Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, AK, certifying compliance with the Florida Building Code, 2010 Edition. elmy A.Makar,P.E.,M.S. PERA,Product Control Unit Supervisor NOA No.12-0209.13 Expiration Date: 0312i/2016 Approval Date: 04MS=12 E-4 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS I_I■I_ .. 7 32"0 RRUPS tli i JYME V 77;i.c / 5 4 ti,<.�li uiliN.�p+;�;) Ir �h 1 _ �it��L_;Ili I ►i;i�H iG Ir"�O�L..� . .��i�p fEY'SiU W:r UAD U khZAmk7czl.. fIY..IAmmm� Fes.� �<F ,[f...JE�Q11iFT�"" lElCi IUL7© KfAmdW7 - AIN EC2ifltzL.11Fi��i� 0 CS��i 'L 7�L:i[:i.�.;IEiQIliF7c3`]F ii47Llp Q]C1i[QFII®F74.L�O�]i��L`3��i I�� i�i�pl Cld'lYi[T�1<L#�'=' ' �CiG[1iF7c�3d�1i4�L1� ��t7t3..:J�ii��ii� [�CSiCT_=�ltitri•r'.A,:�.,![lQ�itdc7 ?.3[iG:il;Ll<>• r� 17[I7�7i ['�ffiiL�.'IFiL�r'S,��,ICY.�1iF7L�.L.7[7C1i1:�L7p �r �r<na�r �m moo . [ K, rr7v-a,t• a-laa 7rc, s ■ r� ffrinjF��....�r L �j!"r'.t_ 7IFSGiiF�C�iQ �, A,:�1,-�[. ti fir, du��■�,L,IEu i1T.;Fn 1�.,'r:.?.<: [LSCL[:x[k71.�>♦r�3.:...�.5:1�]�TLif�T.:]��i©C7��<' , ; 0E�Cll7p acyr�,•m+rTriu.�r.><._..,7ns� vt.-L.,�E�a�.�r�� '- - .- Rult FAM i_1Gy1[�C:Si[�CSiC•.._'::fril,[ � �+^n'4 [:1 !.s[]G��it:11.1t)• F:K c F .a�..� S:, rL11CS�Si[3'.Ssi��3l1r..1.=::1Y'1'4�-rta.=..�a�S�E3�So •' � t •.�� ,,,,, I�(9:C�1� I�71� �16yH1 �{1, 11�:�flil�lilL1I�1L I � / �' • [ll(�;[d��l�{.1�7glEiF1`■ Pl I!�:�II':I�)•�1�X-2�iHkf � - � � r' - rd, SAFE GRAVITY LOADS FOR V PRECAST&PRESTRESSED8°PIrSCABTB U4JNTELS 8APB m!m L42AD8 R?OR WSI1SLg 8AFE UPLIFT LOADS FOR 8"PRECAST&PRESTRIE88ED U-LINTELS 01111111,4411141 SAFE LOAD-POUNDS PER LINEAR FOOT �NN! LOAD P 0"111 SAFE LOAD-POUNDS PER LINEAR FOOT •TYPE 159-08 11`12-�ertsae r OF24-M a WN-0 t1fpE REINF. TYPE �-n �2-17 OFIB-IT ttt"m-tt 924-IT WAHT eMAT ENO7H I88-t9 on2-te one-is m•-te Bta4-te v-is 9r32-t9 LENQ3 SW 8F8 CMU LENO7H WO-27 812-2r 8F18-2r IO-3 W24-V 111128-u 8w-2r 2'-10"34 309 48M 6113 7847 8974 10394 1tm 1972 3173 4460 5747 7034 8321 9898 { ' PRECAST 2231 30094009 6113 7547 11974 '10394 If= Z-10 (341 PRECAST 9293 1642 2135 2'-10°(34} PRECAST 1972 3173 4489 8747 7834 8321 9898 J089 3719 5163 81217 W54 .9602 10951 1889 2824 3547 ON 0591 6513 76M 3'-8' (421 PRECAST 2231 3W 4105 8113 7547 8974 10994 at= 3'-r (421 PRECAST 1025 1024 1830 3'-6' (421 PRECAST IBM 2524 350 4= Not 6613 7836 2981 2751 3820 48110 8981 7034 8107 . ° 1393 2192 3479 3989 46M 5740 89'27 4'-0' (481 PRECAST 1988 260 4805. 6113 7507 8974 10894 1tN0 4'-0' {481 PRECAST 765 763 1365 4-0 (481 PRECAST 1893 2192 3479 3989 4833 F 570 8827 4'-8' (341 PRECAST 1599 tt� 21102831 3753 4876 8400 =44!-r {541 PRECAST 592 591 1057 4'-8° (541 PRECAST 1207 1940 2724 4292 X77 9681 2189 43M 6113 7547d 8872 10284 :1180) 1207 1940 2724 31889 4282 6097 9881 5'-4- (641 PRECAST 1217 1349 038 1090 21160 1883 3W 5305 7907 3123 �'� 5'-4' (641 PRECAST 411 411 734 V-4' (641 PRECAST 1018 18322M 2949 3607Q65924 4 1018 1832 2289 2849 3007 4265 4824 5'-10°(701 PRECAST. 1082 1105 1173 1631 2080 2549 300 3470 5-10 PRECAST P(ECASf Sao 339 607 s�-10'(701 PRECAST 9N 1492 2083 �4 � 3097 44B 1491 2842 4389 nM 7181 8326 1189 1492 2093 2694 3244 3897 448 8'-6° 83b 1340 1880 2419 2869 3498 44� t� 2177 3W Ne1 I W� m 507 .'721 483 6'-13`(781 (CAST 835 1340 100 219 1 M9 308 4038 1021 1834 2142 2571 308 1011 1728 2132 220 26383191 31189 727 ad 7'-6' {901 PRECAST 743 1011 17& 2181 3898 989t 8487 6472 7 8' (90' PRECAST 424 534 357 7'-6' {901 PRECAST 727 1168 1&14 1 2101 1 2171 3079 1 Sow 9'-4° (1121 PRECAST 554 as 1189 1625 2564 3488 2818 3302 9'-4" (1121 PRECAST 326 512 227 9•-4" (1121 PRECAST 891 ON 113kd 1477 to 1811 2152ad Mad 752 1244 1943 2664 3181 4 8389 a1 851 1328 1 IM MR 2483 2842 10'-6"(1281 PRECAST 475 1247 2093 2777 2163 10'-6'{1261 PRECAST 284 401 178 10'-6"(1281 PRECAST ISM 589 914 1185 1 t7Sd 2007 643 1082 IBM 2093 2781 4754 530 689 1183 15M 11N 2204 2344 11'-4°(1381 PRECAST 362 ON so 1366 1846 2423 31V 4006 11'-4'(1361 PRECAST 260 452 152 11'-4" 1 PRECAST 474 485 799 1034 1272 1510 1742 981 945 1� 1846 2423 3127 4008 (� 494 M 1028 1422 173B M53 2389 12' 0° 144 PRECAST 337 540 873 1254 1884 2193 28 391 470 441 723 938 1151 1388 Ism ( 1 540 : 873 1294 1894 2193 2805 3552 12'-D"(144)PRECAST 244 402 135 12'-0'(1441 PRECAST azo 543 926 1342 1849 1848 2247 13'-4°(1601 PRECAST 296 471 7� 1078 1442 1838 2315 2883 13'-4'(1601 PRECAST 217 324 109 13'-4'(160'PRECAST 418 373 606 783 882 1141 1321 471 755 1075 14M 1838 2318 2883 428 455 M 1145 1444 1718 1993 424 7� 1891 1389 1897 2127 2870 384 348 723 887 1062 tate 14'-0°(1681 PRECAST 279 14'-0°(1581 PRECAST:. .. 205 293 98, 14'-0"(1681 PRECAST 442 708 1002 1328 1897 2127 2870: 410 420 709 IOp 1434 1894 1894 14!-8'(1761 PRESTTESSED NANR No NR NR NR NR 289 323 519 871 823 971 1129 ( 456 7831 1370 ISM 2245 2917 .2712 14'-8"(1781 PRESTRESSED' N.R. 284 89 14'-8'{1761 PRESTRESSED 248 m ON 9N 1324 1828 1674 15'-4°(1841 NR o t 1733 7 Na 101 MR III its 15'-4°(1841 PRES11tF� 'N.P. 259 82 1W-4-(1841 PRESTRESSED 230 X4 We 897 1 224 ad ,�1 tm ,� 17'-4°(2081 PRESTRESSED M.R. TOR � XI 17NR NR NR '-4'(2081 PRESTRESSED 'N.R. 194 63 17'-4" PRESTRESSED 142 Sob 804 732 841 1218 1470 �o sN 96D 1328 1899 1842 2047 19'-4°232 PRESTRESSED NR NR NR ea NR 1 IR { °} N.R. 148 51 19'-4`(232°PRESTRF35ED 182 222 347 448 842 848 748 ft { 1 NJL 289 4M 790 1037 1282 1319 1718 19'-4" 232 P 188 281 424 818 831 ad 1057m 1718 e. 21'-4'(2561 REM IMNR I NR 016 of 1010 NR let 21'-4°(2581 PtES7RFSSED :.;N.R. 125 42 21'-4-{2561 PRESTRESSED 142 103 389 423 442 567 424 it 188 340. 598 849 1114 1399 1486 142 230 389531 713 9113m 1042 22!-W(2641 PRS@ N.R 000 NR IOt NR NR NR OR 2t-0"(2641 PRFSIRF W N.R. 118 39 22'-0°(2641 PRESTRESSED 137 192 378 461 545 829 ft 1N 315 850 784 1047 1285 1399137 221 X4 0181 881 881 987 24'-0°(2681 PRESTRESSED NA 10 NR NR NR N9 101 tR 24'-0°(2881 PRESTRESSED N.R. .91 33 24'-0'(288")QED 124 t7s 287 341 all 421 � 129 2W 891 886 10921222 124 200 316 450 800 786 B75 (�THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR •SEE NOTE,18 G R- THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS OR40 FIELD ADDED REBAR.SEE NOTE N0.4 4d .••••••V-IIED REBAR.SEE NOTE N0.4 mumaBWWtigCob No No.447 - STATE OF 8324CJT679 SEE GENERAL NOTES -- SHEET 2 OF 2i �•.'�� A.' ft P te'FL Jaw AKICPJ RECESS.TYPE Hog MKNWM OF ::;;;�;X44•"mom CAST-CRETE 8" LINTEL FABRICATION DETAILS &&E1 ULNES& REM[ IM91 dM 1772 wua, 159891 191 10177 w941377 Nal 10 SCALE1lgfi 1 0W Pt-IRB.N4 44b8 9e.M OW 2 OF 3 SAFE GRAVITY LOADS FOR V PRECAST,w/r RECESS DOOR U434TELS BAFE LRO FDR • 1!RRpCAgI'�2q Rleel LI>DOOR U4.INI'MI.8 SAFE UPLIFT LOADS FOR 8"PRECAST w!2"RECESS DOOR U-LINTELS SAFE LOAD-POUNDS PER LINEAR FOOTCww-00" � 1400114 IN SAFE LOAD-POUNDS PER LINEAR FOOT TYPE X16 11085-58 trl0"8RF14aB 82 W OB 8 176 W 81826-08 'TYPe REINF TYPE 8Iff8-1T Ono- eavt4-1 X18- W2s-t M3a-1 21 LENGTH 1865-18 BRfto-i X14-1 18518-1 OR -19 to LENGTH 8RU6 SRF6 CMU* LENGTtIa-2r eta awls- its- -27 e�2a- - 4'-4 52 PRECAST 1635 on t748 2W 3522 4400 5296 8183 ( ' 1M 36 tM 88J9 Bost 3M 3M 4349 3421 8089979 10893 4'-4' (521 PRECAST 758 757 1365 4'-4- (52' PRECAST Bos 1748 2838 311x2 a4o9 !1x08 Brei , 1bH8 3083 2M 3� 4948 8924 ON. , - , 887 1878 2525 3374 4224 8874 5824 4-8' (54' PRECAST 1494 1M 389 52086 OM 8080 8479 10883 4'-6' (547 PRECAST 694 893 1249 4-8° (54' P18 CAST 887 1875 2W 3374 4224 5074 59x4 5'-8' (W8 PRECAST 866 926 MO 1716 2277 2839 3902 3M 5._8• (Gal PRECAST 408 407 734 5'-8' (681 PRECAST els 13D1 1080 2618 327.1 3M 4584 140M 4897 OM 7917 8311 873 1301 1988 2618 3277 3935 4594 5'-14'(70°} PRECAST 810 1l01D 2124 2849 3174 3700 5'-10'(70' PRECAST 382 381 687 5'-10'(70' PfWCASf 1282 1950 2836 3178 3818 4453 4242 7402 8708 as 1282 1900 25,18 3178 3815 4453 3120 8098 7747 944 7380 870 1012 1681 2!04 2758 3312 3888 6 8' (80' PRECAST 797 3120 0848 7815 9479 t 6'-8' (80') PRECAST 595 788 510 8'-8" (801 PRECAST 870 1097 1651 2204 2738 3312 7' 6' M 3776 5743 7x48 8823 an 797 1482 1952 2442 2031 3257 ( PREChST 669 2459 3776 -5743 . 1 7'-g• (� PRECAST 509 674 393 7'-6'. (901 PRECAST we 8fl7 1482 1952 24408 2931 3421 18S YLR3 3129 4081 7148 13019•-8' (116' PRECAST• 411 tBfIB 2283 3128 a15o 8891 9'-8' (116'PRECAST 370 490 227 q'-8- (118'PRECAST 398 1 589 11085 1 1514 11195 2272 a&S2 THE NUMBERS IN PAREMMESIS ARE PERCENT REDUCTIONS FOR •SEE NOTE 18 W THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR OR40 FIELD ADDED FDAR. SEE NOTE NO. 4 {R40 FIELD ADDED RUM SEE NOTE N0.4 GENERAL NOTES TYPE DESIGNATION 1)Bumrmta t� 01710 5-1/2'law Wass d the a,de 1e mearadtta - Q � , 1»nb anrfaes d fudme r m aaarm eema� robe mmu nae �!!$ $F @ M2 $P7.�. F• Many RM WON am/0 RM as ed o ae q d aa�o ao4 to aooadomo a�1�1r Carex 08 aaoraod aeoft WON w UM am "10011.arm 4)lhtmb medal 08010 a.tmd x ad nmtmebot •. .. - 0818 A9p Mt6 dale M .m.rd moQe 085080101 be dmfud ' •' 1 8F16-1B/1T -mwmr ver Asir 1970 air.a 5 t0eai mad ,fie bad S . . •` • '`}j �`''� L 2)AO adat mod basad an mbdnam 4 bxh bam go -kq.. �• a�aaa + 8ot• bed 1A •.• idlm64.tiI0i g ZIMMER bods b� LA re 15)1'ar aaaepm4e mel ket%ts eat seem.we eon mad tragi ped beer how atm • • 1101M low a�tOV4 ,og IN MN f%fh,rd sham,ase safe food(mm 0809 moped ko deM . a)P,a w matx m1 er4 bead 1 !s a ror 17)Lore mate ane aqua a0o.sre maga 1. rr(1)No 4)the samba h wMa"i*ft ft W"raduella,for 0010180801 blas load sen to atdobro0 5ro a <• •. groat 40 ftp added raw. rebdaaed .4 slow me eemt.see�egma 170100d• •� ' ': 1-1/2•cum Y-8' RFs-18 sore r 8472 p4 , .. •.' �1 ./t!R edrNu ms+5 IF72 ::fit v7 d. •. ',• Crit 6)A8(mmm deal x eaoead - •. :!..: � ;• Ems&or -4 a tam dude, t► ''` ` :!i �` `4;•7'. Cads sums f8f0x 18°12 :7'.''� ::,.: a`.''� ••: �°..; 6)S9me!red f b x reM0. .. motrt 7)are 17 rdw om/be end for No IN mWL mm1900pai '''" Y` �'' '• •i •• ;: Its Ron a W= B)bm4aBoem/a mnd amvlp I81,on aha .1j •�� .� ,� • • • • • • • • a a OF 1908.WAY •on�o//•a�eaaNra '•`'' TASL£S FQ LOAD RATING 8011011 RM oeneamobai moat tram a wte bed tome fay "'..:: FOR FdiClt ADDS $F ojeae n� 8F24 BF20 7 ADA fad it rpm taw d a,ppat. ' OOM nomad tad dreor d d-,nryr ham ila >:::y::. cmu RU com - •,44„paG iWi•�. e� 1 10)1111-W Rema •. ��. ..... vV 11)600cm imr odima wbw to b e maamd et 808 bdmm d em Md "- :r :��EMS • PRODMIM1V 1/2'12.R TYP r (2)A REBAR .• R ^l2- a taomidyfiMwAQoFfoddn �• CR40 or GRA *i N®.4I4? 3�� 1 cob MR-o-zil" • • STATE OP ' C}?AtQPAtttO r • • AIGP 2$79 ". ••.....•• .• F1 PE t�I� _ ONE or "" ' CAST—CRETE 8" LINTEL FABRICATION DETAILS ® Yna mase 1eA 41r1 BY 5550 ew fa sera magi oe�o7/ileI CUM IM OW FIRM Ps.tw.Ra 44M t U M MW 3 of a { �M I aDE MIAMI DADS COUNTY,FLORIDA BUILDING CODE COMPLIANCE OFFICE(BCCO) METRO-DARE FLAGLER BUILDING PRODUCT CONTROL DIVISION 140 WEST FLAGLER STREET,SUITE 1603 MIAMI,FLORIDA 33130-1563 NOTICE OF AC (305)375-2901 FAX(305)375-29o8 CEPTANCE (NOA} Powers Fasteners,Inc. 2 Powers Square New Rochelle,NY 10801 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)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 beloi�v. The Miami-Dade County Product Control Division (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 AIU may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division 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'lluilding Code including the high Velocity Hurricane Zone. DESCRIPTION:Wedge-Bolt Anchor. APPROVAL DOCUMENT:Drawing No.06-387,Sheets 1 of 1,titled"Wedge-Bolt Anchor"dated 05/18/06 with no revisions,prepared by Thornton Tomasetti Group signed and sealed by J.W.Knezevich,PE,bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance(NOA)number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:None LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami-Dade County.Product Control Approved or MDCPCA",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. ADVERTIMdENT: 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 renews NOA W-0229.04 and consists of this page,evidence page as well as approval document mentioned above. The submittal documentation was reviewed by Candit onto P.E. NOA No.05-07OL10 N dEvhudon Date:May 1,2011 �//�/ola � / //// Approval Date:duly 13,20116 Page 1 Powers Fasteners,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Drawing No.06-387,Sheets 1 of 1,tided"Wedge-Bolt Anchoe'dated 05/18/06 with no revision,prepared by Thornton Tomasetti Group signed and sealed by L W.Knezevich PE. B. TESTS Laboratory Test Report Date Signature I. CEL OR72-0324 ASTM B488 03/24/00 L.W.Mattis,PE. 2. CEL OR72 ASTM E488 01/21/00 L.W.Mattis,PE. 3. CEL OR72-0516 ASTM E488 05/16/00 L.W.Mattis,PE 4. ARL 30353 PA 114 10/10/02 C.A.Hamon,PE 5. CEL OR72-4816 ASTM E488 08/16/04 L.W.Mattis PE. C. CALCULATION None D. QUALITY ASSURANCE. I. Building Code Compliance Office. D. MATERIAL CERTIFICATIONS I. ES Report#1678 pages 1 through 13 of 13 prepared by ICC Evaluation Service, Inc on 12/0104 with Regional Office in Whittier CA 90601. E. STATEMENTS 1 Code compliance letter issued by Thornton Tomasetti Group,on 05/18/06 signed and sealed by J.W.Knezevich PE. 2 No interest letter prepared by Thornton Tomasetti Group on 05/18/06 signed and sealed by L W.Knezevich PE. F. off,P.E. Senior,Product Control Division NOA No.05-070110 Expiration Date:May 1,2011 E-1 Approval Date:July 13,2006 PRODUCT DESCRIPTION: {� THE riMGE43MTANOMISA UNIVERSAL HIGH STRENM iCARBONSTEELANCHORDESIGNEDFORUSEINSTONEAGGREGATE � Y CONCRETE R IS A VERBATO.E,mGH pE ummANcr.ANCWRTWIT is FamAm E R ISAVAO.ABLE WrM A FOOSFED FECI WABFER HEAD IN 1P1•.3✓0'.112'.WAND 3W DIAMETER$.THE WEDOEBOLTANCMOR ISAONE4W E LUT FORMED FROM TF ORM an o HARDENED SIEELI THAFINISFIEDI=HEADFORIMUTHANpITEGIRALWASHER,ADUALLEADTHREAD.ANDACHAMFERED TTP.THE CARBONSTEELVERSIONOFTHE ANCHOR ISZNC4-ATED F40R CORROSIONFOMWANCEWITHASUPPLEMENTAL NTDGE-SOLT/WCHQR 1 g CHROMATE FINISH IN ACCORDANCE INT H ASTM B693.:.,+ THEVA RD I.GENERALOoAo I. i241'k POWER WF .T/WGgRANALYZED WITH THE PROVWOtH SET FORTHE O ISWAHCE OFA NOTICEOFACCEPTANM(NOL)BY MIAhp-0ADE CCI MY PIODIUCT CONTROL DIVISION FOR THE HKIH VELOCITY FA1RRaCAMZMMOi',QJC)FTMRDPtDABUOMMCWE2M4VM2O05MWKE EPff. H 2.ANCHOR INSTALLATION!MALL BE MADE IN ACCORDANCE wrrH THE MANUFACTURE$P118SFiED INSTALLATION w AND 7M MI a4MCWSMY BOLO NOTICE OFACCEPTACE THE WEDOE 3OLTAKCHM HOLE MUST BE GRILLED USM A �1. LAI73 8MATCHEDTOLERAMCEW�4UT TO A TALLTHECHOR.PRESSTFE CHAMFEREOTIPOFTHEANCHORTHROLM • LOi ^� TFE FOLiIARE IMOTHE HOLE,Atm 710FHIEN R 11BUtKH A SOCKET WRENCH OR IMPACT WI�f4CL A8 THE ANCHOR IS TIGHTENED INTO THE FHOF,7FE PARABOLIC DUAL LEAD TFH�llN�T 7FE WALL,OF THE HOLE THE QUAL LEAD THREAD is/ J ;: P�WITHAFBL#1 FffIIXAIKHI.EF�FASiENLRYANDAWAbK21H0,ASPEOALLY�9IGN®RELIEFTHREADFORMED&I � ,,5� BD°''°F1FE^ ALLOWSEAgi'19iBRENWB•FOREA9EOFEDJCATwNAFT'BtBHSTAuaT1�t,TFiEHEnooFTrE-�- A= LENGTH B=DIAMETER ANCHOR RRSfAMP®WITHBDTHTFEDIAMETERANDLENO'IFLALWWABLET6NSIONANDSHEARVAI.IESAI�NOTI�INTABLEI. � .�-' &NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED DI THE DESKIN OF THIS PTROD=. ✓ 47MBEAPPROVALDOCUMMMPMGENSWAWDOWMUMEMMMMMFMSnE4PW4RCAPKMTM �. &USE OFTFESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 816160 OF THE FLORIDA AOMWIBTRATIVE CODE 00. y•LV��jp7.s -i Z` &ANY MOD(FICATIdJ30RADDRIOI�T�DTHi�EAPPROVAL DOCIIALEPRSWp.1,{�DiHEAPPROVALDOiTS. �- V.� raBLENat wmGE-saraNaoR-aaaSiableWWII. m dz = Anchor Embedment 2000 psi Cords 3000 pat Concrete 4000 pd Conarato SOOD Pei Cornads H1000 psi CaHxrcte. gSize U Depth Tendon Sheor Tension Shear Tension _ Shear Tend Shear Tension Shear W 3 t�- Old") ) fie) (P ums) (Pounds) (P"Unde) (Pow) (PoufflKle) oxo ) (Pounds) (Pemds) (Potmds) � �ore 4 1 180 . e60, e60' 390• 33S Seo 37S S60 413 600 v ra 1-1/e 360• 5m, 450• 550535- 53S SSO 580 S90 620 6eS 1/4, e 600, WO m, 90 we 1.115 640 L245 730 2-1/2 880 IA40 640 1,315 730 JoimW.x_WVlch 1-1/2 . 475. 845 5 t5 LMO 630 1,170 693 L440 760 . L710 TABLE NCL 2 � WEDGE-BOLT ANCHOR-AgOYIfAble mid Di> . / wuo wu 2 750 JAM 86S L190 980 L270 1.140 1.490 I= 1.710 DI MM FM FULL A = =MM FDR REDUCED MUCTM n i 3/8 2-1/2. LAS 1.370 11811:.. 1370 1.330 1370 LSBS L54o L83ri 1.710 CAPACITY(Critical Ostarce) CAPACDY(Minimum Octans e) FACTORe i 3 L45D L423 4693 L455 L93S L480 Z= I= 2,475 L710 VX36 KTYEEN NOW-W= 1Ed J 4d r cm if 3-1/e L975 1,475 2,M- 1= 2,535 1%Q 2=1 IPSO 3110 LM &ACOIG,)67VM AT11mW-BEAR+ 12d 4d 0.75-1 2 , 71S .1.430 em LS70 so 1,705 1.090 1.945 IA" 2185 BE=A=-TUM + 8d 3d 0.70 r 2-1/2 LW. . 1.670 LI65 L775 1= I= L460 Z= 1.620 2870 EM TECTUM-WAR r 12d y 3d 01S 2/2 F 3 1.480 . 1,790 1,715 IMS 119M I elm 2150 elm 2,345 2,270 1_ values are the miNinunn distances$ 3-1/2. 1.515 . 2165 L8e0 um 2,120 2,270 2,SS0 a 335 2,975 2,400 requlmd to obtain the bad values Med in Tanta No. J.,' / equals Anchor Diameter.Vm adjacent andrors are different sizes or ennbedmmds,use largest value of'd. 4 ' 1.890 2165 eFES 2,220 315.5 e,270 3,155 e,335 3,IS5 e,400 2-The gated values ore the mWmurn dtetances at which the ancher can be set,when load values we / 1 2-1/2 lr$ 1.800 1.020 2255 1.180. adjusted aPpmprM*. r 2,708 L4SS 3,030 L725 3= 3- Load wives in the tables are multiplied by the reduction factor when anchors we irk at the 3 1.140 2,325 L495 a,690 UNS 3,055 2,045 3,305 2,240 3,550 mbnhnum distance listed.Lin=hdorpolation may be used for spacing or edge didenose between the/ 5/8 4 am 3145 205 3,420 3190 3,690 3,3BS 3835 3,580 3,980 cr critical r factors for more than one spacing or edge distance/ 5 3,325 3,750 3,940 4,010 4,95.5 4,270 4,885 4,355 305 4,440 1 3 LOBO 3,005 L350 3,420 1.620 3,835 1,900 ,4,265 2,175 4,695 3/4 4 1.780 3,630 2410 4.590 3,036 53RM 5AM 3,50.5 SIM 61N�UCTR£N&9ViiB S 2= 4,690 3,e95 5,400• 3,7SS 6110 4,305 6,150 4,BS0 6190 m bmwOdtWafltrrkROS/18/Z006 6 3885 5,745 4180 6,e10 4,475 6,670- 5,355 6,670 6190 6,670 mdftcwf p� -D U /0 1-Allowable Leads are based on Ultimate load divided by a 4:1 safety factor. 2-Spacing and edge distance shag be In accordance with Table No.2. a 09-3787 sheet 1 f 1 MIAMP DUAMI-DADE COUNTY,FLORIDA =is% METRO-DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MAN%FLORIDA 33130-1563 (305)375-2901 FAX(305)372-6339 NOTICE OF ACCEPTANCE {NOA) v,�ww.m�imidade.�oc/buildinsrcode ITW Buildex. 1349 West Bryn Mawr Ave. Itasca,lQ.60143 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)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 Division(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.BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Tapeon Masonry Fasteners. APPROVAL DOCUMENT:Drawing No.08-rrW-0004,titled"Tapson Masonry Fasteners",Sheets 1 and., 2 of 2,dated 03/06/08,with no revision,prepared by Engineering Express,signed and sealed by Frank L. Bennardo,P.E,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance(NOA)number and expiration date by the Miami-Dade County Product Control Division. MISSl7.E IMPACT RATING:None LABELING:Each unit or box shall bear a permanent label with the manufacturer's name or logo,city,state 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 renews NOA#03-0722.05 and consists of this page,evidence page E-1 as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No:07-1126.10 Expiration Date:February 20,2013 ... , Approval Date:April 10,2008 3/2o 09 Page 1 ►M i ITW Bulidex- NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS 1. Drawing No.08-YTW40004,titled"Tapcon Masonry Fasteners",Sheets I and 2 of 2,dated 03/06/08,with no revision,prepared by Engineering Express,signed and sealed by Frank L. Bennardo,P.E. B. TESTS Laboratory Test Report Date Sienature 01. Heti 00-4160 ASTM E488 10/25/00 H.M.Medina,P.E. 02. Heti 004092 ASTM E488 02/25/00 H.M.Medina,P.E. 03. Heti 004153 ASTM E488 10/25/00 H.M.Medina,RE 04. Heti 004072 ASTM E 488 02/25/00 H.M.Medina,P.E. 05. Heti 01-5029 ASTM E.488 05/07/01 H.M.Medina,P.E. 06. Heti 01-5027 ASTM E 488 05/07/01 H.M.Medina,RE 07. PRI 01078 Protocol PA 114 . ,08/27/01 C,L.Thomas,P.E 08. PRI 01079 Protocol PA 114 08/27/01 C.L.Thomas,P.E 09. ARL 30291 ASTM E488 01/22/02 C.A.Hamon,P.E 10. ARL 30292 ASTM E488 01/29/02 C.A.Hamon,P.E 11. ARL 30299 ASTM E488 01/30/02 C.A.Hamon,RE 12. ARL 30294 ASTM E488 01/30/02 C.A.Harron,P.E. 13. Heti 01-C109. ' ASTM C39 01/16/01 H.M.Medina,P.E 14. MTS 25-7654-PS Protocol PA 114 06/03/96 H.M.Medina,P.E "Evidence Submitted under NOA#03-0722.05" C. CALCULATION 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Building Code Compliance Office(BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Code Compliance letter issued by Knezevich&Associates,Inc.on 06/21/01, signed and sealed by V.J.Knezevich,PE. 2. No change letter issued by ITW Buildex on 11/07/03 and signed by D.Kenny. 3. No change letter issued by ITW Buildex,dazed 11/08/07,signed by Michael Gong,PhD. G. OTHER 1. Notice of Acceptance No.03-0722.05,issued to ITW,Inc./Division of Buildex, approved on 12/11/03 and expiring on 02/20/08. 03 08 Carlos X trera,P.E. Product Control Examiner NOA No 07-1126.10 Expiration Date:February 20,2013 Approval Date:April 10,2008 E-1 A GENERAL NOTES: 1. THIS PRODUCT HAS wm D &TEST®IDI Bdd®x TA P C O N ® ACCORDANCE WflH THE 2007 FLORIDA BUDDING COWHIGH v®oalYHuaau�NEZONE ANDTHEFouowINGST CONCRETE &MASONRY ANCHOR ASTM GSS&T 114. 2 ANZHORs ARE FROM HEAT-TREATED STEEL P 3/16" CARBON STEEL TAPCONS WITH AN ALTERNAT003 HIGFI-LAW THREAD T DRM AND SHHALL HAVE coRRosION R�ISTA1Nr cDAiIDx as DLA BAr: 0oa1o1azos BLUE OR AVB CLINASEAL HEIGHT T I THREAD LHSGRI . jgnyTHRE0 0.D. EDGE TENON OHM O �v . a BaasLHIL3D I D►� (� OBI 3. ANCHOR INSTALLATION SHALL BE MADE IN ACCORDANCE J FpLLCRAt 1-U6' 94 111 M S WITH MANUFACIUREIVS INSTALLATION 1DffnU TIONS ,- BLOCK 1-V4• 2LW 99 197 ei AND THIS NOTICE OFACC84ANCE. 4. CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HEAD -__._ 00.150•Rg, 1.1A4 118 147 ? WITH STRENGTH PROPBITIESAS SPECIFIED HEREW.HOLLOW AND DIMLEMER 00345'- 00.122•REF. LOW THREAD T 2-018' 118 107 GROUT-FILLED CODIOtETE BLACK(SHALL CONFORM TO ASTM C-00. �• ROOT DIAMETER 1-ife' 804 Intoo B 1' 5 HURRICANE ENMIRMNS THE &&TTESTING,INC. L PILOT HOLE SHALLSE 114'LONGERTHAN I-w 26fe 804 110 W M 1161 •HETI 00 4660 10/25/2000 E MBQIMENT WITH 0.171•DL4140 . Z tai •HETI.00.4002 02/25/2o0D 2 ALLOWABLE LOADS ARE BASED ON AVERAGE - #HEI-00.4163 1 ULTIMATE TEST LOAD D1VWED BY 4. , #HETI.00-4Dn 3. CENTER TO CENTER DISTANCE OF 2-1/4•IS All #HETI-01-'�29 /m01 NECESSARY FOR.100%CAPACITY AND idX FOR #HETI-01-5ov os�mnoo1 CAPACITY. 1/4"TAPCONS c #HETI-01C10B 0 eJm 4. R�TCESHEET2FORADDITTONALANCHOR Q PRLASPHALT OABBONBTEEL STALTO.MSTt0:1. . AP'#PRI��R � 16"TAPCON EMBEDMENT m T OHM TOMMON SHOW P®° TpRLTEi00 1 0A 04 04 #ARL.30291 01/278002 1 1'-0•=1'-0° SIDE VIEW 30292 FiD�tD,lt t• 117 94 140 107 OAARL 0 � - BLOCK. t41.P 1-11T "a 194 te9 179 #� 0 1• 110 /N 148 PS 1:112' 111 187 the 2" . CEL#0717(�7p0RAtwNTESfR7G)�LVICES ;PAWItJ TFI01 CENTER FOR '• t• eta 11e 460 189#MTS 520614•PS(0 6114/2 0 0 0) HF11D 00.255/0.245 1' ' WO 864 w 411 SCOTS STAINLESS HEIGHT THREADLENGTH FULLTHREADO.D. MAXI-SET HEX STEEL HEAD WITH WA�STFi R HEAD FIAD HEX FTHEAD WASHER HEAD WASHERHEW " � ao DIAMETER 00.190- 168•RW. ,00. 5/16 CARBON STEEL TAPCON XL REF. ROOM DIAMETER - LOW THREAD t�a7 Ca S I I I L PILOT HOLE WITH.2114 LONt t.'[HAN DIAMETER OWANf1: 8"m g[ b bJ 6J �,J ENBEDMENI'WITH 0200•DTAMEf6i: � 3 2- ALLOWABLE LOADS ARE BASED ON AVERAGE FLOW I-wt 4' 161 Le e79 LB ® O ULTIMATE TE$1'LOAD DNID®BY 4. BLOCK 3. CENTER TO-CEIYTI:R DISTApHE OF 3'LS 14116" IBR 899 CARBON STEEL HEAD MARKINGS: NECESSARY FOR 10096 CAPACITY AND 1-1/2'FOR ..5094 CAPACITY. 1-114• 28Me• 801 481 4. REFERENCE SHEET 2 FOR ADDITIONAL N CHOR ... 8-IW 8a1 so DIMENSIO& 14018• eN 881 2'n`� 4 1/4" TAPCON CONCRETE t tom• 24110' an m 410 SS HEAD MARKINGS: u 3.10 eel 817 1 1'-0'-1•-0' SIDE VIEW 1.8RA 718 489 R 2.114• 2-Mr 7e9 eu s 3/16" OR 1/4" HEAD STYLES 344 m m N.T.S. OROUTFal® 1-w 4• 487 79e $. 1 HEAD 00315/0.305' BLOCK 242' 941 780 $ HEIGHT ��•� FULLTHREADO.D. TFIRU7xW00D BUTTON FIAT HD(WASHER PHILLIPS _ HEAD HEAD HEAD FLAT HEAD• eurT0 t;in•tt 1.414• Su 00352•REF. S 00.261• 00.221;'R F LOW THREW i GTLiROWH1-IWFACESHELOFHOLLOWSLOCK g �® o}® O DIAMETER- PILOT HOLE SHALL BE L THAR DIAMETER ff EMBEDMENT DEPTH m 6Ni08IEi CONgiETB,WRHTL03 WOOD EMBEDMENT WITH 0.263'DIAMEIFR. - ER � � 2.. ALLOWABLE LOADS ARE BAM ON AVERAGE. CENTER T TEST L.O1D DIVIDED BY 4. 08-ITA-0004 +I}b�-•1J1}� ' 3. CL7NTERTOCENTQRDISTANCEOF3-3/4'IS � bFL� 01 NECESSARY FOR 10096 CAPACITY AND 1-7/6'� S0%CAPACITY. 0 4. REFERENCE SHEET 2 FOR ADDITIONAL ANCHOR DIMENSIONS. .. • g 2 5/16" XL HEAD STYLES 5 5 16"TAPCON 1 N.T.S. 1 1'-0•-1'-0' SIDE VIEW } {.1 m N IX TAPCON LENGTHS TAPC gae ON HEAD DIMENSIONS:*.:: e PW need lsngp� Heed sate Heed Heypp Head t 9H8'Tap00e 114•Tepmn ., 3H7PFH 0.177 oar a�tl5 ggg $ 1-1K' Fug Tkeed Fldl TleaedM2 PFH O.Ur OA14' d• 60t 1.914' 1418' 14W 174'PFH 0.147 OAM iRR J 2-1P 14W 1418' 6H7 PFH 0.180' 0.667 Btu 79M 14LV 1817 d17FWFMO 0.187 0.610' •� MW I-W 1.618' 6H7HWan Head 0200' 603P 3-W 1.68' l-W 4' l-W I-W 8Osm ice' 7 1,61g aryW S LONG THREAD TAPCON LENGTHS TAPCON WASHER HEAD DIMENSIONS Z Pert Hmd SW Head HeW AWMFM MlmherWeietar Leno3tl6'Tapm 114'TSPM NWTMM - 3H8'HWH 0.147 02W 0287 I-aw FdTmwd FWThaed Fusna w 1SHM 0.787 0.306' 0.416' 24W 2418' 2.17 2-18' &W ft" 0.971• 0.3m OAW 24Pp' - 2-VC 2-W 7.16' 16'MaaeM .0]76' 0308' 6637 3•ur 2-W a-W 2-W 14'Omb 0.280' 0.308' 668T 3075 2418' 2-W I 2-WV vwmarmd o" um 0887 4' 2-W 2-10 2-16' 8' WIMM 2-16' 2.17 . 7 2-W 2.JW Raoalrwea 08-ITW-0004 i raamphdassd061silaiM 01 8 Ooi�a IL M I A M NDADE MIAMI DARE COUNTY,FLORIDA MFIRO-DARE FLAGLER BUIIAING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Inc. 5400 S.122 E.Avenue. Tulsa,OK 74146 SCOPE: This NOA is being issued under the applicable rales and regulations governing the use of construction materials. The documentation submitted bas been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where.allowed by the Authority Having Jurisdiction(MU). This NOA shall not be valid after the expiration data stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHI (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 AHI may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:"Power Driven Fastener APPROVAL DOCUMENT:Drawing No.003-001-A,Sheets 1 of 1,titled`wilti X-ZF 72 P8S36 Power Actuated Fastener"dated 02112/99with no revisions,prepared by F lts,Inc.,signed and sealed by T.E.Lunn,PE,bearing the Miami Dade County Product Control Renewal stamp with.tho Notice of Acceptance(NOA)number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:None LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami Dade County product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a`rwow al application has been filed and there has bow-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.marn facture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall autamatically terxman o 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 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 manuf ictiuer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#00-0411.06 and,consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Can Font,P.E. 09 ♦�3 NOA No 03-0709.01 p Expiration Date:June 08,2008 Approval Date:September 18,2003 Page I a..Tnc. NOTICE OF ACCEPTANCE: EVIDENCE SIIBXCMD (For File ONLY.Not part cfNOA) A DRAWINGS: I. Drawings prepared by 11ilti,Inc.,titled"Hilti X ZF P8S36 Power Actuated Fastener", Drawing No:.003-OOI A, dated 02/12199, sheet 1 of 1, signed and sealed by T.E.Lunn PE. B TEST: 1. Test report on Corrosion Testing of Fasteners prepared by Center for Applied Engineering,Inc.,Job Number.257322 PS, dated 06/27/95&07/10/95 and signed by R G.Miller PE. 2. Report of Test Results for I1ilti X ZF 72PSS36 Sill Plate Pins in 3000 psi Normal :Weight Concrete prepared by Southwest Inspection&Testing,Test Report No. QA7034, dated June 1997, signed &sealed by R L.Hess PE. C CALCULATIONS: NIA D MATERIAL CERTIFICATIONS: N/A E STATEMENTS: 1. Letter of No Financial Interest,prepared by IM*Inc.,issued on 08/13/97, signed.by T.. Lippert and notarized by N.T Gamble. 2. No Change letter issued byfblti,Inc.on 07/07/03 and signed by T. G.Prag EI Candido .F t,PE.- Senior Product Control Eaaminer NOA No 03-0709.01 Expiration Date:June 08,2008 Approval Date:September 18,2003 • E-1 t e IENGMEEMMG PA Hes um DESCRIPTION: ao�rmr a.eew THE HILTI X=ZF 72 POS36 FASTENER IS A 0.145° DIAMETER BY 2-7/8- LONG PIN THAT IS M= ASSEMBLED WITH A PRE-MOUNTED 0.059- THICK X 0.780 - SQUARE STEEL WASHER WITH TRUNCATED CORNERS. AN 8-MM PLASTIC WASHER IS MOUNTED ON THE PIN TO PROVIDE ALIGNMENT AND GUIDANCE IN THE POWDER ACTUATED TOOL IV HILTI, IRC. PO BOX 21148 TULSA, OK 74121 (ACTUAL SIZE) MATERIAL CHARACTERISTICS: HILTI X-ZF THE X-ZF PIN IS MANUFACTURED FROM AUSTEMPERED STEEL CONFORMING TO AISI 1060. 72 PBS36 THE S36 WASHER IS MANUFACTURED FROM STEEL CONFORMING TO AISI 1Q08. ALL STEEL POWDER PARTS ARE ZINC.PLATED TO A THICHNESS 5-tm.IN ACCORDANCE WITH ASTM B633; SC 1, ACTUATED TYPE ill. FASTENER DESIGN VALUES: REVISON DATE: DIAMETER MIN. EMBEDMENT MIN. EDGE DISTANCE 3000 PSI CONCRETE ' " ° ci DATE: 02-12-99 (inch) (inch) (inch) TENSION (Ib.) SHEAR (Ib.) ORAVANc 003 foot A 0.145 1-'V16 1-3/4 138 146 SHEET NO. 1 OF 1 FOR OFFICE USE GENERAL NO= PRWUMpyMWJW APP"AS Nil 19 1) DESIGN VALUES ARE EQUAL TO THE ULTIMATE ,,� tiara r d 6� LOAD DIVIDED.BY 8. aMwmma& - • INS 2) PIN INSTALLATION SHALL BE MADE IN ACCORDANCE WITH HILTPS PUBLISHED INSTRUCTIONS p Zor�j er IN THEIR PRODUCT TECHNICAL GUIDE. tot u�ara WAM CO3 . 57 s MIAMaDrADE MIAMI-DADE COUNTY o 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) www.mlamidade.eov bra/, ECO Windows Systems,LLC 9114 N.W.106*Street, Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County 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 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT:Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)", sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitation: 1, See Single or Double Door Design Pressure(DP)ratings in-sheet 2 and Single or Double Door DP ratings with sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not to exceed 37". 2. . Laminated glass types GI and G2 are limited to.090 DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/.090"Solutia interlayer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any-other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 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 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA No 12-0402.03 o Expiration Date:July 19,2017 ��l '• Approval Date: July 19,2012 ��\� Page 1 .ECO Windows Systems,LLC NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W12-08,titled"Series 600 Alum Gutswing Entrance Door(L.M.Lr,sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced.Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked up drawings and installation diagram of an aluminum Outswing French *door,prepared by Hurricane Engineering'&Testing,Inc.,.Test Report No. HETI-12-3357,HETI-12-3358,HETI-12-40039 HETI-124'003 and HETI-12-4027datted 03/16-26/12,all signed and sealed by Rafael E.Droz-Seda,P.E. Note:The above referenced test reports have been revised-by an addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E. Droz-Sella,P.E. C. CALCULATIONS e 1,.: Anchor verification calculations and structural analysis,complying with FBC-2010, Prepared by Al Farooq Corporation,dazed 03/30/12 and last revsed on June 28,2012; - signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE. 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1- Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc.for •their"Butneite(1)PVB interlayer-7,expiring on 12/11/16. 2. Notice of Acceptance No.11-0325.05 for"Sa lex clear.&color interlayer"issued to Solutia Inc.,expiring on 05/21/16. 3. XL Edge seat System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dazed 03/30/12,signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29 2012,issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E.Droz-Sed P.E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal,dated 10/14/11 and 02-21-12 approved bPERA. N,1�4 Tshaq L Chanda,P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date:July 19,2017 Approval Date: July 19,2012 E-1 i/8'HEAT 51 '0.GLASS 3/16'HEAT STRIINT).GLASS .090*INTERLAYER .090'INTERLAYER N BUTAOTE PVB RNr TwPONT BUTACITE PV8 BY'DUPONT 0 ; 20 1/8'HEAT STMT).GLASS 3/16'HEAT STREWD.CLASS k' SILICONE SILICONE I8 DOW GANG am S DOW CORNING 899 26 14 r I / \ / � / SETTING lLOOCS AT LAI/.GLASS REC.FOR MOTHS EXCEEDING 36'ONLY. NOTCH GLAZING BEAD LEG TO CLEAR!LOCKS SxLA88 TYPE 'Gt' GLASS TYPE 'GE' 1/8'TEMP.GLASS 8/16'AIR SPACE 1/e'HEAT STREN-D.CLAN .OW INTERLAYER _. SAFLEX RIG BY'SO.UTUL' n 1/6'HEAT smENb,GLASS ' SUC ONE DON CORNING a" ; 26 ST.STMz MET SPACER ACER is M SERIES 800 I� 1 � slucDINE ATUMMUM OLT'I'MNG ENTRANT nnnn / / SETTING(LOCKS AT OLSTIL LAY.GLASS SINGLE (X)AND DOUBLE ()X) LEAF DOORS SEE SHEET 2 NOTCH GLAZING BEAD LEG TO CLEAR IL01Ics SINGLE AND DOUBLE LEAF ODORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL GLA99 TYP& 'GS' APPLY TO ENTIRE SYSTEM. wtrMt DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. Er1fW` Y TFISEMENCT HAS BEEN DESIGNED AND TESTED TO NWITH THE j t REQUIREMENTS OFTHE FLOODA BUILDING CSE INCLUDDINGG HIGH C?1 Vf10g1Y HURRICANE ZONE(HVHZ). < 1BY OR 28Y WOOD BUCKS BY OTHERS. MUST 13E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. a ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON OETALS,ANCHORS THESE DOORS ARE RATED FOR LARGE 8t SMALL MISSILE IMPACT. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCW SHUTTERS ARE NOT REQUIRED. FLA. 7osea• ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE W7� NOT PART OF THIS APPROVAL A LOAD OURA71ONINCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. -. MATERIALS INCLUDING BUT NOT LOOTED TO STEEL/METAL SCREWS,THAT drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W12-08 REQUIREMENTS OF THE FLORIDA M.N. CODE SECTION 20)05.8.4. .. ahaet 1 of g MAX 76•MAX FRAME NMDTH - FRAME VADTH 11g^ HEAD&SIL ANCHORS AT STILE ENDS O AX v 12" (4)AT 3'0.C. ,9" F ,, S'MAX Yi1X... S•. MiY HEAD HEAD q, SILL HEAD/SILL CORtVE� C A _ SILL E \\ ad " II II PII', O \TIONS um OPnON3 � �}tr%=== umSET 7 SEE SHEET 7. - Ire --n----- -----n---- V1 \ u / /ii \ ii\ / NINItN1 3 CB � � 6 u E aaAcnvE ta ACTNE �z S JWACE APPLIED SLIRFACr APPLIED FALSE MUNTWS 0.t aI?s� F O.L7 S/16- 2615/16- OPO, D.L.OPO. W w� DECORATIVE f#dLL FFif MAY USED MAY BE USED NOTE: 31*M37'MAX EGRESS REOWREMENTS TO BE RENEWED LEAF .- LEAF VADTH BY BUILDING OFFICIAL (X) (XX) o DOORS LOAD CAPACITY-.PST+ DOORS LOAD CAPACITY- PSF SINGLE DOORS(X) - Do1JBL8 M0 NOTE: DOOR DIMS. LAMINATED GLASS DOOR On& LAMUTED CLASS GLASS CAPACITIES ON THIS SHEET ARE LEW BASED ON ASTM E1300-04 (3 SEC. GUSTS) WIDTH .rte IXT•(+) °NT•(-) W FRAME FRIIIE EXt.(+) aNr.(-) AND FLORIDA BUILDING COMMISSION 3G-3/4• 37' ea' 70.0 1 7S0 76- 37., ,9W 70.0 7&0 DECLARATORY STATEMENT DCA05-DEC-219 c GLASS D.LO, DIMS, O.LO. HEIGHT m FRAME HEIGHT 11.125' Eepr.J AHI CIVIL D.LO. WIDTH (X DOORS) _ FRAME 1NIDTH 12.813• FF PE670592 D.L.O. WIDTH (XX DOORS) • (FRAME WIDTH - 22.125')/2 CAJL drawing no. 82912 W12-08 sheet 2 of DESIGN LOAD CAPACITY-PSI+ 148, �t• SIDEM NDH SINGLE OR OMME LEW DOORS FRAME YBDTH (SEE NOTE alm W-Q SILL ANCHORS FIVASWCUIE FIVAIE Y(T80UT WITS AT STDG ENDS N FRAME FRAME CLUSTER OF (4)AT r O.C. BSDiFOBCDYG RSINFORCIN6 R 12" 4)ANCHORS 21 INCHES WCHES EkT.(+) Wi.(-) FXfj+) .WT.(-) :. 3, (4 HNCHORS 24 70.0 75.0 70.0 78.0 5'MAX MAX 30 704) 754) 70.0. 78.0 HEAD ' SILL 36 ez Tao 75.0 Toa 754) CORNERS 37 Tao 78.0 70.0 75.0 42 81.7 88.1 61.7 88.1 I 1 h 24 70.0 75.0 - 70.0 78.0 II 11 1 I \ {p ppp 30 70.0 75.0 704) 75.0 36 Be 70.0 75.0 .70.0 75.0 37 70.0 75.0 70.0 784) ---- 42 61.7 8&1 61.7 85.1It -- -- \ 24 Tao 750 70.0 784) 30 92 69.8 69.8 704) 35 64.1 84.1 70.0 75.0 61- 37 1 83.3 83.3 Tao 1 7S0 24 83A 83.3 70.0 76.0 30 57.8 57.8 70.0 754) 38 53.1 53.1 70.0 1 75.0 37 82.4 82.4 70.0 1 no AS RE tCWG SEE CHART' C 804 I WACnvE , � ACM z 50Eu1E MtDTH DOOR FRAM£IDDTN _ FALSE MUNTIN 32 3/4' 28 iS/18' TB 1S/18' 8 DECORATI Y LL D.L OPD. OL OPG. 01 OPO, m O MAY BE USED 37' NOTE: - SWEUTE FRAME MSDTH LEAF MEDTH FOR DOORS CAPACITIES SEE SHEET 2. MAX 78'MAX FOR SIDELITE CAPACITIES SEE CHART ABOVE. sEE CHART AT LEFT DOUBLE DOat FRAME WIDTH = LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. (OXXO) � (L GLASS IA DO.. D.L.O.D. HEIGHT (SIOELM m FRAME HEIGHT - 11.000' D.L.O. WIDTH (SIDEUTE) FRAME WIDTH - 4.438' 8 ct FIA 4 Eign.a o Alar J, 701e2CA g NOTE: b GLASS CAPACITIES ON THIS SHEET ARE AND ED FLORIDA BUILDING COM0-04 M SSION GUSTS) JUN 8 2412 C`°":"s no. DECLARATORY STATEMENT DCA05-DEC-219 W12-08 sheet 3 of g rrPtCAL THROW BOLT MOE DIST. SEE ELEVATIONS _ EDGE DISC ;Sy Y OO SUCK OR w00D BUCK �� $ PENETRATION FOR SPACING >.; :. WOOD STRUCTURE b8! n. .:..• "�• ••P a•';'• SEE NOTE SHEET I METASTRU:TORE a EDGE Ed1E DIST. z ; yr-, 1 0 G I ti FY# O I 1 — R 33 S&S& A 2 SEE o Ev nG7SMS rfPICAL �ORS 7zv E 1171O>g 7 I I FOR SPACING_- FOR SPACWO FOR SPACING------------------- --------------- d N 11MAMI-11ADIE QTY APPROVEW1 I�CLIFPED MULLION II liSi II SEE SEPARATE 4 0 1 49 GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELWAIOIS OFOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS " MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ` Z;"i AND TRANSFER THEM T0,THE BUILDING STRUCTURE. 8 a 2� WorZ� TYPICAL ANCHORS: SEE ay.FOR spacwG 1/4' DIA LLTRACON BY' CO' (F,177:NSI,LASS ISI) INTO 2BY WOOD BUCKS OR WOOD.STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY c 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 7a 7 DIRECTLY INTO CONC. OR MASONRY Sllnd />eERef IL-5 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ON i 1 _04 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)33 V'fa« RS 28 2 INTO MIAMI—RADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8-) 1 t INTO METAL STRUCTURES S 1 i t STEEL : 1/8"THK. MIN. (Fy o 36 KSI MIN.) AILS a ALUMINUM : 1/8"THK. MIN. (6063—T5 MIN.) DOOR DET (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J _ TYPN'.N EDM' DiST/WCF DA PECW7kf92 a g I ` 'a INTO CONCRETE AND MASONRY a 2-1/2' MIN. C". h v e 9 ` :. .. INTO WOOD STRUCTURE _° 1" MIN. rti �ANCHORS INTO METAL STRUCTURE ® 3/4' MIN. MIN. EDGE DSL SEE ELEVATIONS drawing no. FOR.SPACMG CONCRETE AT HEAD,SILL OR JAMBS Vc . 'JUDO PS MIN. UN.12 8 2012 P gTppiT C—SO HMLOW/FILLED O.00fc AT JAMBS rIn v 2000 PSI MSV. W12-08 sheet 4 of g 1/4'MAX .. 1/ MAX �LU Sim a. O CONCEALED, LEVERS AT SHSOLTS O 51911 Z ; ,BY �TYPICAL ANCHORS .TgpO BUCK .. FOR SPA ELEV. t6 AMU LEAF i s 26 F-'r TYPICAL ANCHORSSEE ELEV. QFOR SPACING 8ot 23 It( 25 EXTERIOR STRUMM LEAF VADIIH _ Lacc�naNs '� SINGLE DOOR FRAME VADTH �.-. SEE SHEET 7 � Vl �ffi a5 1/4'MAX Lacs HEEI? sm ro 1/a,MAX• ��r T 9.9L1 ..• C@iCEntED FLUSH .TS.. O CONCEALED FLM BOLTS O or LEVERS AT9O9DE FACE aFST0.E C TYPICAL ANCHOR1*.... , LEVERS AT STILE FACE OR M000 SEE ELEV.'�'� •� OR Z 3 FOR SPAC916 18 INACTM LEAF ACTLVB LEAF 28 is 28 _ tR La o�8 A• 24 GG1IO •.e 23 . 25 pR1 iS S O.LO. 11 10 TYPICAL ANCHORS S 0. 0. SEE ELEV. FINt SPACING LEAF ODTM EXTERIOR LEAF VADTH uaueLE DDDR FRAME tMOTH g< ` N RXE C.A T�92 g n k b: droning no. DOOR DETAILS IjUN 2 8 412W1 2-08 sheet 5 of g TYPICAL ANCHO" SEE ELEVATIONS EDGE ,ST. F SPACING 41� Z 3 a � a C1 y GLAZING OPTIONS SEE SHEET 1 RMWORCINAT S'FROM ENDS O to AS�SHEEET 3 SHIM . AND 11'O.C;MAX ao s _ -4 (!r7 LIN,- scam o t8TYPICAL ANSEE FACING : ".T ,ao.L.a 19a aA EXTERIOR LEAF WD7H swim DOOR FRAME VOTH 2 0� U18T FRAME MDTH c sr _ © v � � EnIF:JIIVAO,anaD � •� M PE _rOSB2 yg •n a +- EDGE DIST. ANCHCft ELEVATIONS JN29202 wi 2 08 FOR SIDELITE DETAILS sheat g of 9 . LTBM# PART# RNA DZSCXW ON MATERIAL 1 Ew1 - DOOR FRAME READ/9U. 8057-TR - ro 2 E802 FRAME COVER 8067-Te N 3 EGGS - DOOR FRAME JAMB 8053-TB - O 3 4 E004 SIDELRE TOP&ROTTOI FRAME 8053-T8 - 41% E828 - - SIDEUTE 9'BOTTOM FRAME 6087-Te - IS 8 E805 SIDELITE FRAME JAMB 8083-TB - B 6 EIO6 - SIDEUTE SUP ON JAMB 8083-TB - 7 - E607.. _ LEAF TOP&BOTTOMRAIL 8083-TS - "RLL 7A E828 - LEAF 9''BOTTOM RAR. 8083-TS - Fg. F 8 EBS - LEAFW'STRIP ADAPTER 8083-T6 - 9 Em LEAF HINGE STILE 6063-78 - �qqq .10.. E810 - LEAF LOCK STILE 8083-TB - it E611 - LEAF ASTRAGAL STILE 6083-TB _ 12 E812 - LEAF ALXWMENT BRACKET 8083-76 - 13 -FA13 - LEAF CAMP 8063-Te 4-1/4-LONG 13A E513 HITGE BACK-UP PLAYS 8083-T8 1Y LONG 14 E614 GLAZING BEAD(8/1("LAM.CLASS) 8083-76 14A E109 GLAZING READ(7/18'LAM.GLASM 8083-76 18 ESIS - GAZING BEAD(INSUL GLASS) 8083-To - a� V 18 E818 - SNAP C01fER 8083-76 - 17 E8/3 - BOLT SUPPORT .8083-78 GOT SHOWN 18 - AS REOD. SIDELITE MULLION REINFORCING 8083-T8 - 19 FD-107 3/LEAF BUTT HINGES . ALUMINUM I SULLRIAN&ASSOC. 20. FBI202 - FLUSH BOLT LEVER - SULLNAN&ASSOC. LOCKS' 21 FBM14SS - CONCEALED FLUSH BOLT ROD ST STEEL SULI.NAN&ASSOC. a .OPTION #ie 22 #12 SMS AS REM. FRAME ASSEMBLY SCREWS - �N ACTNE LaD 23 #12 X 3/4- - NNW INSTALLATION FASTENERS - FH SMS 3 or 4 POINT LOCK ASSEMBLY MM-8007 BY TNTERLOON USA INC.' 24 - -.. - 3/8"as THREADED IMOD STEEL 8 (2)LOCKING PARTS ENGAGING AT INACTIVE LEAF 28 W71323 - PILE W'SIRIPPOKi ULMWAS z ro AT HES AND S[LL THROW 80LT5 AT TOP Apt)BOTTOM ENGAGING FRAME 2e EWSIB-KN-3020 - BULB NSTRIPPING SANTOR�IE EPOM Q a THROW BOLTS ATTACHED TO LOCK BY 3/R3'CONNECTING RODS- - 27 E206 - GLAZING BEAD BULB SANTOPRENE I ULTRWA13 LOCO.LOCATED AT 42-1/2'FROM BOTTOM 28 _ GLASS NE FRANK LOWE RUBBER 2E2' lX . WIM�ric cen . FLUSH SOLT CUP NYLON _ 4l w� 2 POINT LOCK ASSEMBLY BY INTERIM USA INC,'- 3D D1AIRC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 1/2-DUI.THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 31 OIA1WB 1 WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC AT HEAD AND SILL 33 - 010 X 3/4' 2/ADAPTER FH SELF GIiiLLDK6 SCREMS THROW BOLTS ATTACHED TO LOCK 8Y 3/8'CONNECTING RODS LOCK LOCATED AT 42-1/2'FROM BOTTOM 34 - 2/UTE 9EIDPXf&.00G. 1/4'X 1/2-X 4-LONG EPOM AT e•FROM EACH END.dUIX)METER 65*5 eannM 35 - -2/LITE I SETTING BLOCK, 1/4-X 3/4'X 4-LONG EPOM AT S'FROM EACH END.W810METER 6818 � Actnrc�rer. L�K CONVENTIONAL DOOR LOCKSET 99TH HANDLE DELTA 890 BY'KYAKSEr LOCATED-AT 39-1/4"FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUD TURN ON SEALANTS- INTERIOR THROW BOLT LOCATED AT 44-3/4'FROM BOTTOM ALL JOINTS AND FRAME CONNECTIONS SEALED WfIN COIVCEALED FLUSH BOLTS BY'SULLNAN&ASSOC.' SCHNEE MOREHEAD JM5504 SEALANT. 1/2-X 2"THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE HDt=i �a LOCATED AT 10-5/8'FROM TOPANDBOTTOM .LOCK FASTENED TO STILE WITH(2)#8-32 X 1/2-FH MIS 3-1/2"X 7-5/8"X.122'THK.EXTRUDED ALUM HINGE INACTIVE.._. PART.NFD-107 BY SULLIVAN&ASSOC.. - L n 3 HINGES PER LEAF** v IZ rpr ,►� v CONCEALED FLUSH BOLTS BY VXMAN&ASSOG' BOTTOM HINGE AT 10-1/d'-FROM BOTTOM !,. 1/2'X2".THROW BOLTS ENGAGING FRAME AT TOP HINGE AT 11-3/4'FROM 70P FLA PE7aee2 g ,C� HEAD AND.SILL CENTER.HINGE AT MIDSPAR(38'O.C.MAX) � �_e,�� CAA )( MANUALLY OPERATED LEVERS MOUNIED ON INSIDE FACE HINGES FASTENED WITH#10 X 1'FTN SMS- OF LEAF STILE LOCATED AT 10-5/8'FROM TOP AND BOTTOM (5)SCREWS AT.HINGE STILE LOCK FASTENED TO STILE WITH(2)08-32 X 1/2-FH MS -(8)SCREWS AT FRAME JAMB drawing rro. NOTE:LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARPING. . sheet 7 of g 4.000 1.790 519 � .3e441. 30 N .925 � �3 .045 .803 .090 .8' 25A031 1.0.17 1.047 2 .1.750 2082 t♦ GLAZE BEAD GLASS � GLAZING� 15 GLAZING � 1 DOOR FRAME HEAD/SILL 51i _ Q n OWL GLASS -1.507 .1000 1.507.4 -� 7 LEAF TOP/BOTTOM RAIL dl 1.9125 3 4.719 7T .078 .078 3.719 .078 1.750 1.507 �y a 8250 1.900 S4 7.531 .312 N .000 9 LEAF HINGE STILE 082 1.507 5.344 H1.750a :LEAF W'STWP ADAPTER a.°°0 lluMi ��ii 094 Z o SIDELITE TOP & BOTTOM FRAME 2,0811.750 1.507 -1.750 -1 .442 �'! I _ r a z Z� 078 .078 1.514 : 7a 9"-BOTTOM RAIL 8 Wrn� � t.8t2 J LEAF LOCK STILE 1.507 LEAF ALIGNMENT BRACKET 750 .2et 2 FRAME COVER 5.344 .078 .375 -T 887 1.750 2'� .125. 3.781 •125. ,050 1.197 1.507 I 3.719 .078 .154 3- - is L 4.000 LEAF19 SNAP COVER t1 LEAF ASTRAGAL STILE 9.000 t3.HINGE BACK-UPPPLATE 8281 18j 1.500 1.500 1.250 $ 925 .719 719 SIDELITE MULLION REINFORCING °e< .078 JAVAOMWJ, 4.000 .1.000925 4.188 0.a�a.Ss 078 2097 L �7 I-- =-�1 o7a 0 a o0o LIJUN $ 7012 drawing no. 4A W 12-08 3 DOOR FRAME JAMB 3 SIDELITE FRAME JAMB SIDELITE 9' BOTTOM FRAME 9 SIDELITE SLIP ON JAMB street $01 g N if � j O i j j j i j i i ;-'00� A50 iA h DOOR FRAME CORNER SID ITE EJME SIDELCTE SLP ON JAMB CORNER 3 0" $*1 � 0 ZA IOY ti S 1 .0 8 '�Ct n E'ngr:J0. AFaIAD � •� 8 RA PE CN/.70M g 33 Y drawing no. LEAF CORNER N''12012 W12-08 ahaet g of g ' 1 MIAMPI D MIAMI DADECOUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w%mmiamidafteovieconomv PGT Industries 1070 Technology Drive North Venice,FL 34275 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(A)HJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, If it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,Including the High Velocity Hurricane Zone. DESCRIPTION:Series"PW 701/720/8.20"Aluminum Fixed Window--L.M.I. APPROVAL DOCUMENT: Drawing No. MD-7204M, titled,'."Seriek Fixed Window Installation Guidelines';sheets1 through 10 of 10,dated 07/14/03-svith 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 Renewat 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. 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 of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1110.15 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 13-OSO2.03 �. Expiration Date: February 19,2019 Approval Date: Julylg,2013 Page 1 t PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820, 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. 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 20294 4),Large Missile Impact Test per FBC,TAS 201-94 5);-Cyclic Wind Pressure Loading per FBC,TAS 203-94 s 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: 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 aluminum fixed window, prepared by Fenestration Testing Laboratory,Inc., Test Reports No.'s FTL-3835 and FTL--3850,dated'07/18 and 31/03,all signed and sealed by Joseph C.Chan,P.E. (Subntfted under prey ous NOA 11,o. 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 B1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources WR). Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No.13-0502.03 Expiration Date: February 19,2019 Approval Date: July18,2013 E—I e PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE sumrrTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 134129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No.114624.02 issued to E.Y.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 FTL-3835 and FTL--3850,dated 07/18 and 31/03,all signed and sealed by Joseph C. Chan,P.E. (Submitted under preWous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15,issued to PGT Industries for their Series"PW-- 701 Aluminum Fixed Window -- L.M.I." approved on 02/02/12 and expiring on . 02/19/14. Jaime D.Gascon T.::i. Product Control Section Supervisor NOA No.13-0502.03 Expiration Date: February 19,x019 Approval Date: July18,2013 E---2 GENERAL NOTES:SERIEST2W= pEgK�INFRE3�ttERATING IMPJETtiATtNo IMPACT-RESISTANT FIXED WINDOW VARGS. RATED FOR LARGE&SMALL 1)THIS PRODUCT HAS BEEN DEFIED&TESTED TO 80 SHEETS 2-I MISSILE IMPACT RESISTANCE COMPLY WITH THE REQUIREMENT$OF THE FLORIDA 4T TB=Y0 TIPM&DTH BUILDING CODE,INCLUOINIS THE HIGH VELOCITY HURRICANE MIE#NH4 4r SU CK WIDTH 4r SU CK WIDTH 48'SUCK WIDTH 2)SHU TERBARENOTREQUITEDWHENUSEDIN 44 ��LK#iT WIDTH 48.1WVISIB.E 45.WVISIBLE �R � WIC-BORNE AWS REGIONS.FOR INSULATED GLASS UGtFt!wnn11 Lmff TFI W� uLITE(CAPNSTALLATIONS ABOVE W IN THE HUSIZ,THE OUTBOARD TMAX LL F'EfE€r8 rMAx atOtBre=adds 3)FOR MASONRY APPLICATIONS IN MIAMI-0ADE oxlNT USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PW ASTM COD CONCRETE MASONRY A I A C I C E,SHEET 8 � I E,SHEET9 UNITS AND CONtYtETEWrmMINK�PER ANCHORTYPE 6 QTS 8I{EET7 r aBHEETB o. 8 !!t � a)/LLLWOODSUCKSINSTWW1-IXTHIgUWETOSE L I HEIGHT � ; BUCK I CONSIDEREDIXS&3TALLATEON&QCWOOOBUCKSARE Iy ----- HEKiHl' ------ OPRONALIFUNRISD�TALLEDDI�CILYTOSTRATE --- --- eaua J— a B9df WOOD BUCKS DEPICTED AS2XAREi-11rTHCCOR /r MAX VISIBLE 1r MAX. / 93.114" / VL4fm oENFATER 1XAND 2X SUCK8lWHEN USED)SHALL BE O C I LK#TT OA VISIBLE T MAX ILIGHTT DESIGNED PRO 7HERVIWONSIBILM�YTRANl BNLOADBTD i / HEItITT 7— I LIGHT OC ; � M STRUCTURE.W000 OPTDEBKGINEE INSTALLATIONS 98, 1 T I �• S2 AR=TECT OF I =RO.(AOR} ( TiRTO I ! F f mm � HEIGHT r 6)AtK�R EdsEQ6EENTT�D BAS MATERW.8f1ALL� BEYONDWALT.OREBSINOOtSIVOMUSEA I 1 I 1 } Ywo ON AL IENT EMORNERS OF THE FRAMI JT T Ig UBEQ ONALLFOURCO OPMOVEIMB.I TALLATION ANlBHOIAD BESEAIEO.OVF.WB.L -I*— apt fhhF':: $EALI T STRATEGYF�tWATERREBSiTAi1t � s ►I I"- 1rMAXOC J �p-i►j Ir 1rMAXO.M F.SHEET8 Z W ii d THE SLOE F HN.L�DONE UCTION OTHERS APlOr8BEYOND � SHEETS .r TMAX H.SHEET B•pAAX oC U g qy THE SCOPE OF THERE�. 8)MAX.'UMSHtl�AREREQUIREDATEACHANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEO FRAME TYP.FlN FRAME ELEVATION �s 9 Y I Q) z LOCATION WHERETHE P TISNOTFLUEITOTHE ELEVATION(TESTED(N M EL.EVAnON CrESTED UNM RESTED UNIT) b z a z �S 0 0 SUBO ATE.USE OHM�CAPABLE OFTRANBFE�IO r 1 O APPLIEDLOVW8,WOODBtXI[8 8YOTHEE�,MUSTBE 4 y 81 KIENTLYANCHOREQTORE&STLOADBNP ZON FIGURE1: 7 1y •' THEM BYTHE WINDOW. GUIDETOSHEETS: IrO O. SNAPE8 AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE INABLOCK =j�j MAX. ANDOBTAIINGDE�dPRESSURES FOR THAT BLOCK SMFROM THETABLES ONSHEETS&& T)oE8KNN GENERAL NOTES«.«. ---.-1 ANCHOR SPACING TO BE V MAX FROM CORNERS AND tr O.C.MAX FOR ALL CURVED FRAME A NEGATIVE DEEM LOADS BASM ON S RU07URALA(OZ ELEVATE 1 � .SEE FIGURE 1.THIN SHEET. TEST PRESSURE.FRAME ANALYSIS AND GLASS PERASTM GLAZING pETAILBr.-«..„2-5 p E730008 8 DESIGN PRESSURES— 1r ---I I- WIDTH-H h—WroTH--I � C Z woos PaeaTlvE oEsteNw LOADS BASED oKwT�e nTTEBr INSTALLATION,FLANGEFLANGEa MAX WroTHI+WIDTH-li s. PRESSURE.STRUCTURAL/ Y ICYCLE TEST PRESBFRAME INSTALLATIOM,EQUAI..LBG_...7 —— c_ _)j ANALYsrBANQmA88PEfcasrME130G88 uMTALLAnoNIir:FWA .. aDISTALLATION.IMT.FINUES�KNMMBTTHE CQMVMPO IEB.-. .10 TO THE REQUIRED DESIGN PRESSURE.THE 33.14%STRESS FARTSGST to t wttt INCREASE HAS NOT BEEN USED IN THE DELI-TFSB PRODUCT.THE IA LOAD DURATION FACTIDRWASUSED FOR I --WwTtT--..I )+-W®TH «I F_WITH-H }. WIDTH-H THEEVAIUATMOFAKp{OR WOW/�,ANCHM7 ►T Thr COW INTO CONTACTWITHOTHER DISSIMILAR MATMALB TAM Sheet y— Te T �� p .• �i� SHALL MEET THE REQUIREMENTS OF THE FLORIDA9 8 � � :�`�X. Na" BUILDING CODE FOR CORROSION RESISTANCE 1 7Ho'Latal Att•Ate•PV8-3lw I� 2 S)REFERENCES:TEST EEPORES FTL-=5,3=&M% 2 771 FG-G90 PYB• I- 1 ��E; Na.�T� ' ELt:0l0.TRA00N NOA kT(b CRETEFLE7C NOA;ATNSNAF&PA 3 1-1MT LeAUelrAmn. T-7hT -W`IW lar•AST PVB-3718'HS 3 L—..J, i L J NOSFORWOODCONSTRUCTION- AINDAQM 4 1-1t�Letn7 Jot-3✓16'tM-.1N8`PVB•3H8' :� �L± A1U4SNUMDEBI(iNMANUAL-(21 6) 8 7/1TlmN .690•SG-3ftr 4 h•--wom --`I I� WIDTH--i I^ WIDTH--I I` WaTHtxll�lITs tsml 0or SG•3718'HB 4 ——— ——-� 7 r--- f — 1 T I ——— -"a ••. . r t-1ftTLmN lO 18'7-m8'Ar•3H8' •OBO'sa-3f18' 8 T I I I i tt>)nT208ERINSUSESAPveI4fEiBAYER THEB� �' •,FIOR �!'\.` 3ERIESU8ESAKVI•fTERLAYER.THETZAND.BERIE8 8 1-UWLwhL0 TT•mUrAr-3H8'HS-.0orso-3HT 8 � � ply •,i � � ��,• MAY AI80 BE REFERRED A8 THE 70E 8168Es '& a VJPONTs 804TRYOW INTERLAYER"SY E.L DUP�tT � Q� f� Q I I �IEMOURS&CO..INC. A LYNN MOJ ER PAL P.E.aum TABLE Z - - Window Design Pressure(+h pat)for Blass Type 1 ED 80 84 88 92 OLAWS 104 M112 TH8'GLA CK 30 • N */a +1 41 41 0 *)W- 32 88 STApC 32 0 +1 N 4Fw • 41.80 H 80 .OBV PV8INTERLAYER 34 080 N + + 0 N N +679.4 30 0 +1.80 41-W 41,80 ♦I80 N ♦ N 1 W N $1IB'L1EAT�OIASB • + 4S 78.1 +t- • 8 +! 3He'ANNEALED(1LA86 +1 +t x a3 +1- ♦ .9 1 +1 0.81.8 4 11 047. 42 41 + N. 7 4I81 ♦ t(Y 44 + 41 N 4 +1-886 41 8 H N .8 USEDATCURVED ♦ 41 4 4 3 PRAMS A6 �0 Yaw • 4B2 X11-718'OC.MAX. T}+— 1OAlGE 50 •l.60 047.8 4174.1 —+—IMT- 1 1.3 4 boom 62 + • 41.88.6 H�1 0818 rt SIDE SO 44-768SHOW 0-72 • .3 1 l S8 41.74.2 4170 4188 8 20 13 i al H 7 —W—al GLASS TYPE 1 8 718 0 NOTES: - _ SHORT M 1)MMDMENSIONSSHOVKFOR FLANt1EDWINDOWS,SI/BIRACTI'FROMTHETIP-TO-TIPOM a=TOM THE W=DIMBISIOL. SIDE ' 2)FW2SIZESNOT8HOINN.ROUNDtIPTOTHENEXTAVAO B ES}WRTORLONGDa WL S)FORARMCManA4LIAN=Y^FINDTHESMALLEST BMEMTtMTABLEABOVEWiMTFCOVERALL�ODMPMMYFITNMDL 0 c �Q v m TABLE DIMENSLONS MAY ORIENTED VERTICALLY ORO Z d HORMONTALLYASSHOWN TABLES F- tO (yaw Wb►dow Design Pressure(+1-,psQ for Olm Type 3 si O o 1� O 72 76 84 8802 98 Im m 108 9-1118'NOM �,�� m O N GLASS 8TA • yVIA= I —at ts—THS'GLASS STACK < N 32 N 4180 N H I I6. I I I 34 N4O N 4.80 oa 41a *M Nm SrRr14C47 HENED C3A88 Ha #� 1-•®+u 30 4m + •.80 0JM 3118'TEMPERED GLASS +I80 N� 41$9 080 4180 4180 .80 79. SMS'ANNEALED GLASS • N N- 7HBA84SPACE "PYS 41430 + N 4171 41731 Z N 8 11 INTERLAYER Z • 41.80 *mm 0- .8 •74.1 N 440 4• O 4180 +1- 4-11.7 •488 1 b �i LW4(4 F y 446 +1-77.2 • 3 WaU .41.88.8 ItSEDATtx/RVEO +74M- FRAME MEINBERSONLY 29 eve O 0.81) 77. 41 a 117f8'O.C.MAX. GLASSBITE I LL 41 80 41.78.8 4178 +1-71 1-3 1 WNl 44m +T78 58 4m 0-79.4 ♦ 4 l \\\Til ►JJJ! 60 4m +141.8 0 +171.8 + 22 21 13 am= `�: �1`(LYNN R11''�ii�i 84 1 0-78 4-74 B� 66 1 41-17.21 GLASS TYPE 3 718 074.9 *' Na 88705 1 DIMENSIONS SHOW.FOR PLANGSDWOMOMSUBTRACT VFROMTHE TW-TO-TF DIMENSIONTODETERMINE THE811=01MENBON. 2)MRSI2ES NOT StLOwN,ROM UP TO THE NEXTAVNFLABLE SHORT OR LOWDB N. 3)FORARCHITECTURALwB ,PINDTHESMALLESTwINWNSIZEINTHETAMASWEM08CHTHEOVERALL.DIMENWNSCOMFU[TELYPR'WITHIN. 0 STAT TEt7F �1(/` A.LYNN NLUB ,P.E. .. P.BB" ,.. a c❑ •.U..•.. - I .I,]]� q"�•.1!�I - .,1❑.- ...[ I. _ i •y �i J Y • • * R n s � _ • p IR i� • 13 a. q�.l-a-+o. c � j� I •❑ c � m c • c j I -:❑ a la Im1c I.. w • • • I+ TABLE 8 Window Design Pnmm me(+4,pef)for Gbm TVs b 87•if8 72 78 80 amen) 1119,12 71171AMNATED GLASSSTA K 30 4110-125.4 +QM120 *W118.5 41X4.1.5 ♦ 1 7i 1045 +9W- +9a-t02A •90-100 32 + - 8.9 .101.8 7 + 3 9 • Qw- 34 + - • -t03 8 2 ---444W4 418 S 4180 4179 H- .4 3118'ANNEALEDGLASS 1028 411097.1 -889 -855 + H 7 +- •751 4.73.4 +- 3118'ANNE?ALEDtRA88 38 4 7 • 7. + +f n 3 411W .8 + 8 H-43 N 1.3 -879 4811 N • ,8 a 11Plmido 42 +901-91.3 7 Nd7.6 41.7 3 41 7 4181.8 N 8 + {JBEp'ATCURVED V 3 41 d §+1-77.2 •-7&4 41.721 8 N FRAME M EM�ONLY 20 &W ZQ 48 H8 -701 803 .7 @ 11-78'O.C.MAX J 61J1988tTE �++-- LOI4(481DE 4B H 7 .3N 1.9 +-89.3 -84.9 .6 N T- • -88.7 1.3 N-791 Nd8854 +1.77.4 N• 8 H 3 6 t �E SHORT •. N8S 9 1988 80 N. 7 N 7 GLASS TYPE b 02 46 12 7 H b 7 - .-•LONG SIDE --"' 1 DIMENSIONS SHOWW4.FORFLANMVANDGWS.SUBTRACTS•FROMTHET9+T0T8 D9dEN8lW4TDDF5TER4f1�TF9?BUCK ON SIDE ' OHM � � 2)FOR SIZES NOT SHOWN,ROUND W-TOTHE NEXT AVAILABLESHORTORLONG N. � r. 3)FMARdOTEICIURALWINDOWS,FBS � THESMALLESTW UMINTHETABLEABOVEWHICHTHEOVER/LLLDIM ONS COMPLETELY FIT W1D9N. � Q 4)THIS SKEETAPPLIESONLYTORANGEANDEQI1ALd.EOWINOONYB.DONOTUSEVWHF04-FRAMEDW N TABLE tNMEN8ION8 MAY BE O�� SSHre HOALLYASHODWg '� TABLES: U O '041 Window De4n Pressure(*psflferft99 Type 7 o a 2 -5 9 o W 72 70. 111) 84 so 02 98 100 iw 1 U2O 1-1/tB"NOM. 30 •gW430 *W.130 •90- 122.8 • 117 GLASS WA"M ?tIW LAMINATED 32 +9W-1 +90!.125.1 +W-1 8 -1 4. 118 +9W-1 1 • • - OL 98 � GLA 34 +8W 1 +9Cf•1 4 ♦9Wt11.7 -107. ♦8W- 6 +�1 7 3 +8W 1 •9W80. 4190 N 8 GSA SHORT 30 -118 •1 +90-1 5 -+9W.8e.3 N .3 4184.9 N +1.81. 3H8. �DGLASS MANN SB1E ® Z 38 - 1.2 •90-1 +9W97.9 -94 1 N 9 0 • 3RW ANNEALED GLASS 40 - 9 4 -;WKi- + -•80.8 +1-78 4173 7175.9 N ?AWAIRSPAOE =W8084TERLAYER 87. 4184 41.M +-73;1 4bW6 4148.9 ;W2 4a #W 7 411E 1 N t • 1.4 4--77.8 41.74.1 N N 9 48 •93 +141.3 2 N-7G H-7.7 N 881 H 1 1 �j O S Z 5-0 M.6 2 N733 y858 USWATCURVED S -[ Ar N b2 4 4 8 .8 77. N• 8 FRAME MEMBERS WILY 29 i 417E LQl +.78 4141.8 - 11-7J8'O.C.MIAX. 59 N. 1-3 iii rvi �t 83 a +f 79 N 4 W412-11 I W-71.0 +14" 1 ��` �LYNN 911��i' 02 H W 22 21 1a ,-moi sHomr `�. 9�_ 84 NT88 +J 4 'gyp x Haa9 C3LAS3 TYPE 7 s ` '•• �•- No.58705 1 flDdENSIONSSHWNN.FOR FLANGED,W4DOW.,SUBTRACT I'FROM THE TIP-MTIP NTODETERMINE THE SUWOIMENSKK J� 2)�R8I2E8NOTSHOWI4,ROUND IR+TOTHENEX7AVALLABLESH ORLONGOB�tSIOH '•: J lei tLJ� 3)FORAFtCW7'ECTURAl.4RNDalV8.F8VDTHEBMA ITMN�W+Y 84THETABLEABOVEWHICHTHROVERALLDB�81W4SOOMPLETEiYFRNWTH94. 0 STATE f Ar, 4)THIS8HEETAPPLIESONLYTOFLANGEANDEQUALd.EGWINDOYB.DONOTUSEWITHFWFIiAMEDWO �'�`�' .!20RlOP. G\��• ��'�ss�ONAI�E��`�• A.LYNN MOILER.P.L P.Ee89708 TABLE T. HMdow Design Pressure(4h psQ for Glass Types 8 8 7t8 1 72 ie 8D 849a 100 1 U2M13 • 190 9 130 ♦9CV1 19D +9W19D *8W + t80 '♦ •130 130 + 1 +901.130 • _32 +9W130 +W-1 -1 W-1-30 ♦ 190 ♦ 1 +90!•130 +901. •30 •30 -130 + 139 ♦90J-t O -13034 30 +9W 1W ♦9W.130 130' +x-130 130 ♦9 .130 130 i 136 "+9W .0-1 -13038 +9W 130 + .1 1 -030 +9W 1 190 +9W-130 •190 ♦9W-30 130 +9W 13038 1 +9W.13D 13D +9W-1 130 ♦ 130 +90P•130 +9W-130 • _130 +BW1 +9W 11 +9W-f1 .3D +9Wf 1 +9W130 +9W-190 130 +8W -12&8 +906 23 Rii • • .1 190 WTO •f + - 3 + 9.7 ♦ 11 4 44 ♦9W 130 -1� 1 1 X130 ISD �,3D ♦9W-130 5 +9W--'1 .118 48 + Z +9W130 +901.30 -130 -1 41.119. •30 1 -130 +8881 123 54 -1 ♦ 30 81-127.1 68 ♦ 30 1 1 +�.4V128 +9W 1 1 1 86120 02 ♦ - •130 4 I30 ♦9W- + 1} DIMENSIONS SHOWN.FOR FLANGED WBIDOWB.SUBTRACT V FROM THE T8�TO-W DAN 1'O THE BUCK DH ION. 2)FOR SIZES NOT S1OM RMW ZTO THE NEXTAVAL48LE S10RT OR LONG DWNMM ff�� 3)FORA�WDt00W3.FINDTHESMAU.ES7WD8101A/MMINTHETABLEABMWF9piTF!>OVERAjS BMWLETELYFITUniD4. } � 4)THIS SHEETAPPLIES ONLY TO FLANGE AND EQUAL-LEG W800WS.DO NOT USE WITH FIN-FRAMED WWDOWS. VJ - °zrL! ale � � � OWTABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR p a 1•U16'NONA HORIZONTALLY AS SHOWN. ` Z D 7H6'LAMMTED I GLASSSTJ�1t 7AWLAMNATED LONG a GLASS STACK t' f l I STS ME 080"SGINTERLAYER 9H8•TEMPERE4(i1A88 3H8"HEAT STROWHENEDMASS I'�- LOPIGS�E 3H8'NEAT 3/18'HEAT STRORMiENEDt�88 � K 9H6'HEATSIRENOTF�NEDf%A86 BTRENOTr9eNEDGLA88 ?A6`AIRSPACE 98C&AU4rERLAYER SHORT \ z* BIDEz IL I /� \� k8 q 11 BNroRT USED ATCURYED 11 UBEDATCURYED 5 � b SIDE C O ri FRAME Mf ONLY SS' PRAMS MEMBERSOIB_Y 29 o' 0 C . (;11JlB'O.0 MAX BITE 6 11.78'O.C.AAAf4 GLASSMTE 1-3 1.3 �–LONG 80)E —+ { �1 20 13 22 21 13 BNORT �/ y LONG `��ty tY1dN71j��ii SSE P 1G SIS pN . i� GLASS TYPE 8 GLASS TYPE 8 �� ............ cENs''• �. ; F N9.$8705 -71111 0.LYNN W I Eft,P.E. P.B669706 Eos ORFRAMIXINSTALLATION INSTALLATION DISTANCE NOTE z THIS TYPE C TYPE B EMBEDMENT INSTALLATION TYPE A OA txY . '1/4'tVIAX SEE NOTE$THIB SHEET .+': ° EMBEDMENT SHIM . . . i J—L .•, •':. TYP.ANCHORTYPE.EbBECIMENTAND •, EDGEEDGE �'°!';:�'• EDDEEDISTANCEPER8 TE, ;�� a• DISTANCE PROD.LICTRBNBWSD TABLE THIS SHEET DISTANCE IWMAX r �ZOS 4 TYRANCHORTYPE, '�•.' ?' M;P,262 � EMBEDMENTANDEDGE j•'` v DISTANCE PER SUBSTRATE. 11 SEETABLEB HIS SHEET US�ATCURY� 11 �•. it v�. 26 FRAME Mtn ONLY •; •• 0 11-718'O.C.MAX :! 4 0 11 a Camel 1PERANCHOR - VISIBLE LIGHTVWTH- B RE(W WINDOW BM VWDTH-244 •r VWINIWCKVVIDTH Cil M V1 BUCK HIM TB'-TO•Tpvvmm WWuTH PERANOMOR a �7! If HES u4•Ivx.slBle HORIZONTAL SECTION A A TIP-TO-11P TIP } a r 0'I2 STT�L. J $ � HEIGHT TACE E O A LIMITa w (ft mm TABLE 8,HEK#iT• THISSHEET Anchor : Mh Max CIA VN (9 HEIGHT INSTALLATION et2orat441008$Mw a 23ta• METHOD D 8 s A3681" nitre are• 0 z a z F LL T��TWN P.T.649MM 18• I-W IT • BEADING EXTERIOR #12*rfH4St�18eoe %—)THE �. 0 1T �XjF§W 3w CAW. O StentSW .33mm. 3W a sea• IT MWMI-DADEAPAROUBDIRaLWM 1JM41086tAeleFle: Wmagm-mgmTMOm ?r1/2' 11J4' 1T (SEE SEPERATE N04 AL<IISNUM. concrete(�•3.311 ke6 v I-we 1T � 8 8 STEM FRAMING ORSTEE.STUD. Cw1aB2e 286 I• 1.314• 1T y SEE SLIBBTRATE TABLE B,THISSHEERTIES 114'Sleet thea 2- 1 W 1-VC 1 �j- E U4•MAX SHIM St18'8tae1 tidwoaa� Comord,0 3.6 1 V4 t 1T `1 1+ 1T0 �i •MDL OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1XV0DOD BUCKSTRIP. SEE NOTE 2.THIS%MET LYNN �° CONCRETEPER EMBEDMENT'.•ti•:«!Y«.i.•� �•'° !'.. A B68TALLATWNNOTEB: :' �C ..4w �....' .•... ¢p 140 ° �' :.}:::'::•.•. 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOWEMBEWME4TAND EDGE DISTANCE LIMBS. . •�° II 2.WOOD BUCXS DEPICTED ON THIS SHEET AS MIP.ARE WUM WHOSE TOTALTFIICIWM ISLESSTf M 1-UY.IXWOOD Bl/dC PM rlL INSTALLATION I �� EDGETYP.ANCHORTYPE.EMBEDMENT OPTIONAL IF UNIT CANBEBdSTALLEDDIRSMYTCSOLIDCO�ETE.WOOO DEPICTEDAS'MARS1-•1�2'nMORtRiEATER 7TYPEB ANDE$1188WDIST�TABPaTHIS9HEE7 AT TO THE SUBSTRATE OFW ODBIJOKSTOBEENGINEEI�BYOTHERSORASAPPRDMBYAUTHCRITYHA%W �0�' �� P•'�2: VERTICAL SECTION B-B 3.FORAXTAGHMENTTOMETAUTHESTRUCRIRALMEMBER SHALL BEOFASIZE TOPWVMEFULL SUPPCRTTOTHE WINDOINFRAMESS;ONA�1 ``• I11 11111 4.IF APPLICABLE.LOWER DESIGN PRESSM_FROM EITHER VIIIOR MILUONNOAAPPI.IES TO WHOLE SYSTEM. A LYRN MW BR P& P.B$am 2X WOODBUf218TW INSTALLATION INSTALLATION EDGE�- DISTANCE - NOTE z THIS SEE TYPE D TYPE F NOTE 2.TNt88HEET EMBEDMENT 1X VN70DBUCKBTRiP. INSTALLATION EALBE BENT 8aNOTE 2.THISSHE" VC MAX TYPE E EMBEDMENT -�-i SHIM TYP ANCHOR TYPE.EMBEDMENT AND EOW DISTANCE PER 8 �TABLES.THISSHE� ED ET EDGERBN6VV� E '•'•a �. DISTANCE DWANCE "�'. '' e�vrkbtbePlorMs �Ifiru 2 ��'� 2 SHBG r 4 ,,;.• TYP.ANCHORTYPE. i.. EMBEDMENT ANDEDGIE _ t'`;;1� :�:a': . DISTANCE pmdmt PER SU�TRATE, - - . 11 SEE TABLE S THB 8HEET ::•: 11 .�: .•r P)CfEJiWR USED!AT CURVED •<.•`' 28 FRAME ONLY "t +i.••i- 4 all O.C.MAXI,, VISIBLELIGHTVGM-CONCREYElcm VNN4DOWBUCKWDTH-249!4'PERANCHOR i•Y•�': REQUIR�M VY9IDON/BUCXNflDTH •`• WINXXV �. �� PERANDHORHORIZONTAL SECTION C-C � �' •"�` o #t2 STEEL N Y SELF DRILLW SMS VISIBLE (04 SEE TABLE S. H tKIHT THISSHEET� TAMS YY�dAf ` Arabor- & MIUL Cbmm Mh.Embe*mm Met OA. U zi VN Ham-BUt2C 2 INSTALLATION eraaolaamssserew �' 0981 O 8 z o TYPE H Boeel or. s it t-i n z z o ' P.T. OHS' 1.319' Ct• 0 02 or 614 SW S*m(GS) ir JVL Steel or.33 mh 318' I 0.046' gmi., I ® a 21 NE(SEE SEP R TE MOAN A 1/T 41088 CreYfim� Cotte 0ni3.86ksh T I-w 22" B STEELFRAMINOOR$1EELSTUD. '. OwAvo onh 2m T• 2.9/4' I2' SEE SU88TRATE PROPERTIE8, 114'$w tin owaa a ov"zoo 2-112" 2.98' 1 TABLE S.THIS SHEET 2-112' 1 O Q j 8it8'$w t Carot�M 8 1- 3WV 22' --�� •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL til } 1XWOODBUCKSTFVP, eAtl 0 T1 SEE NOTE 2.THIS SHEET :". :•i. sp.:' a: "'� CONCRETE PER ` a �C ��`�1'�i EMBEDMENT ,4� +• 4. ANCHOR EN$LrWSTALLATDNNOTE* ,� Q ��•. .a` S •�. REtR7IT I.USE OAlI YANCHORB LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DBTANLOME LRNo.58705 INSTALLATION 11 ,;s 2.VWDODSUCKS DEPICTEDONTHIS SHEET AS'1X'.ARE SUCKS V TOTALIH=NESS ISLE88THAN1-112'.1X WOOD MXNGARE �'0'. TYPE TW.ANCHCRTYPEDISTANCE .EMBEDbWff OPTXWLLIFUWrCAN BE�TALLEDDIREMYTOSOLIDCONCIRETE.WOOD DEPICTED AS'WARE1-IWTHICKORGREATER. SSTAT A TRAEDGE TDWANCETEPERR.TtUB ET INSTAJURISDI�C�TO THE SUSSTRAMOFVVOOO TO BEENO1NEEt�BYOTf CRAB APPROVED BYAUTHOR"HAVMIG %.�il�•• FCOEttoP.•✓�j�� VERTICAL SECTION D-D �''�ss/ONA�- 3.FORATTACHMENTTOMETAUTHE STRUCTURAL ERBtULLLBEOFASIZETOPR VDEFULLS TTOTHEVNWOWFWN�. /lttllltt14` 4.IF APPLICABLE,LOWER DEEM PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO NRtOLE SYSTEM. A.LYNN MS ER PY- P" TYP.ANCHOR7YPE, 2XVMWBUCKMW EMBEDMENT ANDlBXMM EMBEDM6JT "" ORFRAMING.BW INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, NOTE 2.M SHEET SEE TABLE 10,THIS SHEET TYPE J TYPE K EDGE t� tTt81AN INSTALLATION DISTANCE SHIM CE 1 EDGE DISTANCE TYPE I aX W0� 2XVWODBIcawTRIP OR SEE OR OR PRAMINO,SEH rm FRAMING.NOTE 2.THIS ET NOTE 2,THS SHEET � W TYP.ANCHOR TYPE.EMBEDMENT ANDNo g 3 am EDGE DWANCEPERStBISTRATE 4 S SEE TABLE 10.THIS SHEET Mteal EMBEDMENT 11 3 EAtBEDAIENT i4 USEDAT BER 29 t�EMEMEMtIERSONt.Y �11-7f8'O.C.MAX, EXTERIOR WINDOW 4 11 11 I L M FEIL#ii �_ VMMELWHTWIDTN= IIWMAX.SIEd �+- t lYBUCICWIDTft-a3va• c n VANDOW M ICK WIDTH >.10 It 10 o: ' INSTALLATION HORIZONTAL SECTION E-E `? z LIGHT TYPE g _O z d HEIGHT. yy�j' WWDOY a1CIC �4 g av Htf• t>tl 2-3W (W> BEE TABLE 10, THISSHEET •=Z d Z. a TABLE 10: O Arxhv Sabstrale Ift VAIL O.Q co e Spaft x 1 Box No P.T.SouBeeMpbw ffi ffi z z 1 .x.131•Comman NMlP.T. v 21 2-1 x.145 [tel P.T.Sauttmm Pate 318• ffi F S V0OD t P.T.Southam Pho VY ffi 1:tOx 1•Steel Screw 0. Ai MMM,BOI;ZW75 tnln. one W 8 Z Q NOTE Z THE SHEET tNffi A38 feet 811ffi ffi R gum 6 MAXSHIM lBAMBDADEAPI YEDt N 0 808 8taW ot.w tidlffi S p Z • (SEE SCAM N4�� 'NM.�+3 71UtEAl18 BEYOND THE t TAL SUBSTRAT& ELS LL �y 8TEELIYtAMBtOOR87EE.STUQ t�j„ M. NLIK SEE SUBSTRATE PRT1E8, '� INSTALLATION TABLE 10.TIBSSHEET TYPEJ LYNN 4f,L'- EDGE DISTANCE ¢�',,EN38 'P INSTALLATION NOTES: s� r I _ TIP.ANCHOR TYPE,EDIT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT EDGE DISTANCE LA�818. k N0.55706 _ D AND EDGE DISTANCE PER ' SUBSTRATE.SEE TAKE 10.THISSHEET 2 WOOD SUCKS DBnCM ON THISW METAS•OP,ARE WX=WHOSE TOTAL TIiTCI E LEBSTHAN 1-1rr.1x WOOD w=ARE OPTIONAL IF UNIT CAN 13EINSTALLED DIRECTLYTOSOLID CONCRETE.WOOS SUCKS DEPICTED AS"WARE 14WTHICKORGREATER. SZTA j VERTICAL SECTION F-F MTAUATMTOTHESUBSTRATEOFwro= TOBEENGDGMWBYO HMORASAPPROYEDSYAUT HAVM p' STA E •�� ttlRFSOtC7bPL •,�� •,. .....�(�``• 3 FMRATTACHMI NTTOML°7AL IHESTRUCIURALMEMSERSH/LLLSE�A TOPRg1MEFULL ORT P7DTHENOi)DIAIFTI9EA �SSiONAX ii 4.IF APPLICABLE.LOWER DESIGN PRESSURE FROM EITHER V&WMW Ott MUWON MMAPFLtES TO WHOLE SYSTEM. A.LYW NLLLEtt F.E. P.E911 m t ORPRAMING,SEE INSTALLATION TYPE M DWANCE NOTE2.n0S*EE7 INSTALLATION EMBEDMENT INSTALLATION TYPE M FOR nNINSTALLATION TYPE N !MBEMETHOD ONLY, FORTHTSINSTAl1ATKXd U ANC MAY BE NO ;�'.• ' METHOD ONLY. •MORE THAN 8'O a a ANCHORS MAY BE NO EMBEDMENT 8M 1X WOOD BUCKSTRIP.BEE •MO�THlda6'OC. a 2XV40MOUCP($W NOTE2.THI8SHEET •y';•::,!! OR FRAMING.SEE —7}- NOTE2,THlBSTOrrT ,.'s.�; •� &31d5�gC«lo L– TYP.ANCHOR TYPE.EMBEDMENT AND 3 am E�DISTANCE PER SUBSTRATE, 4 TYP.ANCHORTYPE gTAEEII.THE8HEE7 �„ ..• EMB£DMENTANDEDOE DISTANCE PER SU88TRATE, 11 SEE TABLE II.THS O EET 3 USED AT(�VED EDGE ""� '• mom FRAME AMBERS ONLY ��. ETXTE lY`7 Qit-7/8'OC MAX ;•Y DWANCE OClNCREfElfCMU 11 a:. rc PEtANCHOR yr vQvOW REQUIREMENT MAX � PFRANCHOR HEK# U4MAXSHIM VBI&ELIGHTW M- RECAMtEMENf WIDOWBUCKWUM-234 p rr 1rLRIBLE WwDOW BUCK WIDTH >-n �� W INSTALLATION TYNE 0 HORIZONTAL SECTION G-G Lo07 LISW WINJUDGwDOW FOR THIS INSTALIATKNd X C ANCHORBMAMETHOD YNO TABLEII: F $ art HEIGHT- •MORE THAMraa Andw 8 1e kftMi,@mAe�d ANa aO p c7 x314• �• 4 z o P.T. Q Z C.Z P #12 STEEL 012 ar014 410 88 Sow i �O A308W316' 0AW• 6'(ftSEETABLE10. - BIS Or. 3B' 0.045' 8<I9• 0' THISSHEET P.T.Sa ftm P5* Br18' 1318' 8'N BOW0.063'• z A38SW 3W O.W. 8" F at 71P:ANCHOR7YPE Or:33 a Boa• r g E SEDMENTANDEDOE ! 2-Wr 1-U4' 1T ANC E SU88 BeETM �f1� It4•a1086tCataFle7t CarowDa 3 r 13/x' ITSEETABvd Sz g 8 MIA R-DADEAPPROVEDMULLION Oa�aeM 268 1 4' 1T S �j pq U4'MAXM lwsbwulwAm Cxwm* 2.88 2U2 1sw t2' 2 I"f STEEL FRAMING � A87M 2-lir 1- 1T z IL SEE T THIS SHEET 8r16'SISI UBaaaon 3 6 1-0/4" 1314' 12, ant INSTALLATION T1xwDo0 GMdea 2-107 lawn tr TYPE N SEE NATE 2,THE SHEET •h*L OF 3 THREADS BEYOND THE METAL SUBSTRATE. I I !r \`\I I1 I I r lrr •+'•. ; \\\ `(LYNN �� r.+J,.'. :.ti• ''i: BWALLA7IONNOTEB: Eft ...•!•.• e. :. ..' sF' `` �* �~ •• •' • 1.USE ONLYANCHORS LISTED ON THIS SHEET.FOLLOW EMBEOMENTAND EDGE DWANCE LIMITS. It NO.58705 • • 2.WOOD BUCKS DEPIOM ON THIS SHEET AS Mr.ARE BUCKS WHOSE TOTAL THKSWESB IS LESS THAN 1-11r.1XWOOD BUCKS ARE •••t OPTKWALIFUMTCAN 8EPWALLEDDIREMYTOSOLID CONCRETE.WOOD BUCKS DEPICTED AS'WAREi-VYTHICKORGREATER. w-O:�" �y .� DISTANCE INSrAIIATIONTOTHESUBSTRATEOFWOODBUCKSTOBEENGINEEREDBYOTHERSORASAPPROVEDSYAUTHORIYHAVING +� .IUR�IK)N. %O ., ATSTAT P,H VERTICAL SECTION H-H 3.� L.ATTACHMENTTOMETATHESTRIARRALMEMBER SHALL BEOFASIMTOPROVIDE FUU. TTOTHEWINDOWFRAME �,S'S/p AL E�G�?• 4 I APPLICABLE.LOWER DEMON PMe URE FROM• HER WI D W ORMULLION WMAPPLIESTO WHOLE SYSTEM ''r r "` A.LY�,P.E. P.E.858Y08 Y t ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEO FRAMES FOR FIN FRAMES D"Sog d+aiW FNda ANQtEDICtiR\IED RRAINEA88t Y FRAME ASSIW I.Y WCORIM t I FRAMEA Y I FRAMEA86EMB1.Y �' t 10 , 1 i 10 1 1 ALL COF44MTO ; + ALL TO USEGASKET r t u6E GAIT 1 AND=SEALANT I / ANDORSEALANT ; I / r // I EQUAWAGFRAME a L FLANGE FRAME p �' AEQUAL l E(iFRA[dE MITERED FRI1b�WITH UdTTEW0R 1 MITERED FRINu�WITH 1NfER10R p /WD EXTER W FRAME Wf3.D8 I AND EXTERIOR FRAME V EEM O FLANGEFRAME (SHOWN)ORCORWRXEYSAT (SHOWN)ORCORNHtXEYSAT SUREWllt SEALANTATALLO SCREW90SSE&SEALANTATALL Z g � IA CD aw O$ a � ar ty- i._ a/4• L..— z a p oer $ o TABLE 12 ala 081 A74' ' .074• Aw G o �m PO1TParts DBBgIPtlan tNatertel 1b78• 1.37V 1.378' Z wqs 1 4283C RiengedFranre Allem 808374 tA� 438" A3a' 800 433' 3 9 2 4286 Etslal leg FeEnne Alum.806375 �—"�{"'— .080"0-00° �--`�—•O80"00oe tL 3 4288 4deand Rn Frame m m.8083.76 FLANGE FRAME EQUAL-LEO FRAME ta18• ' r O Z 4 4748 7!l4 t ami Glasa Beading Almon 808374 O#42530,6083-T8 O #4288.6083-TS �— § 9 pq 6 4284 LQ One Beadng Allan.8083.76 FIN FRAME � On 4270 Nstaldon Fasten Cofer Akan.8063.18 O 9425%6083T6 a C1 8b 4224 hotelation Fe tow Coae Itld PVC gat 10 708890 Gasket(at 9V carrerldrft) Pci7et Iene r 7-��p� —►{ 1 Ov7' OW,rw, 13 11 TP24M VW 6dbpay 699,(3E�770 Ldp a Flea PVC.Wra 85 V-1 cENs@ Y k 20 718M Seft8lock blah 3IW x?tW x 4 Neoprene,taro.86+!•1 _ , —r.d,.— �0• —` A i Pio.W106 21 7i704AK Soft Hoek,I.G.31W x 13W x 4 Neoprene,We,68+1-1 22 1 Dt1RAK718 IWIr DaSeal spier 7M8•I AN I.O.MAW INSTALLATION !�:�1 � 1711 F133 ze #3 x 1 S u4 FH SMS takase& 4 GLASS BEADING BEADING FASTENER COVER �0°• ' a #4255,6003-T6 #4254.6083-TS S #4270,6083T5 •,'�` ...Ftottto?.: ••• 30 ?SIP= 68 x r Quad PH SLAB sus steel '�'�Sjs�ONAL 1 %% A.LYNNRWER,pp_ P.& NM r._ f MIAMPDADE biIANII DADE COUNTY 9 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(790 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) [ dude v/ nam Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHI). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. f , DESCRIPTION:Series"Eco-Guard 200"Aluminum Horizontal Rolling..Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-12;titled"Eco-Ouard Series-200 Alum.Horix.Rollin$ Wdw.(L.M.Ly sheets 1 through 7 of 7,dated 02/24/09,withrevision C dated 0.1/11/13,prepared by At- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. 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/senes, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shalt 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,andlor manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by:the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. N any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0221.05 and consists of this page I and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.13-0206.03 Expiration Date: May 27,201.4 Approval Date: May 02,2013 r Page 1 Eco Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBAlrMD A. DRAWINGS 1. Manufacturer`s die drawings and sections. 2. Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw. (L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision C dated 01/11/13, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Aar Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum. horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test r Report No.HETI-08-2226A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09:0312.08) 2.. " Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 , along with marked-up drawings and installation diagram of a XOX aluminum horizontal-sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.,HETI-08-2226B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted widerNOA#49-031208) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked up drawings and installation diagram.of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2227,dated 01/15/09,signed and sealed by CandidoF.Font, P.E. (Submitted underNOA#09-0312.08) 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),Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted widerNOA#09-0312.08) r Manuel Peqz4P—.V. Product Control I(xaminir NOA No.13-'02W.103 Expiration Date: May 27,;014 Approval Date: May 02,2013 E-1 Eco Windows Systems,LLC NOTICE OF ACCEPTANCE: EVM CE SUBMITTED B. TESTS(con) 5. Test reports on: l)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08 2228B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted underNOA#09-0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,'Jest Report No.HETI-084229,dated 01/15/09,signed and sealed 4by Candido F.Font, P.E. (Submitted under NOA#09-031108) 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS.203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by,Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2230A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted utiderNOA#49-0312.08) 8. Test reports on: 1)Large MissileJimpact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test .Report Na.HETI-08-2230B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#89-0312.08) C. CALCULATIONS 1. Anchor verification calculations and structural and comparative analysis prepared by Al-Farooq Corporation,complying with FBC-2010,dated 01/27/12,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0221.05) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Econopuua Resources am r Manuel Pe Product Control EXa r NOA No.13-0206.03 Expiration Date: May 27,201.1 Approval Date: May 02,2013 E-2 Eco windows Systems.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. 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 January 30,2012,signed and sealed by Javad Ahmad,P.E. (SubmNed under previous NDA#12-0221.05) 2. Proposal No. 08-1490 issued by BCCO, Product Control, dated October..08, 2008, signed by Renzo Narciso,P.E. (Submitted under NDA#09 0312.08) G. OTHER 1. Notice of Acceptance No.12-0221.05,issued to Eco Window Systems,LLC.for their Series`Bco-Guard-200"Aluminum Horizontal Rolling Window--L.M.I.,approved on 04/26/12 and expiring on 05/27/14. C � Manuel er .E Product Control RANka NOA No.13-0206.03 Expiration Date: May 27,2014 Approval Date: May 02,2013 E-3 3 llr/ 4' 3 ,/2'MMI. q• 10 S/B`MAX � Q Co .W/aL m F a su [r � &: i== it E C I� �. i -IT--- -Nil 11 i! IL LL (BW�� 311/4"FALSE 60j'am/ 1 3/4" (> FALSE iSE0 32 3/4' 32 3/4' 91N t9E ILL Om OL OPG. - MMY BE 0.1..09+8. OL OPO 35 3/0` 36 7/0" Ile at VENT INOTH VENT 1011m 0 TYPICAL M"MONS zz di 8:: I� .ALUMINUM HORIZONT T. ROLLING WINDOW OEM LOAD RATINQS FOR THESE WINOOWS To BE AS PER ,/eHEAT sTREN a� ,/e'taFAT sTI9EN%atAss CHARM SHOWN ON SHEETS 2 ° APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE .080'INTERLAYER .090'IN1EMAYER 8 COMBINATIONS OF H.R./HR OR HORIZONTAL ROUD40 WITH OTHER SU7ACITE Po BY'SVT' SDMTMIAS BY'DUPONT' WINDOW TYPES N NODULES OF TWO OR MORE WN USING ,/B"11FAT ST9ttND 61433 ,/B'HEAT BTRENb BIASS $ U M—DARE COUNTY APPROVED MULLIONS IN BETWEEN LOWER 1 PRESSU IRE FROM T OR MU0JJ=APPROVAL q E {i S9UCOHE WILL,APPLY 70 ENTIRE srsTEM DowGE CORNING rye t= GE DOW mm a� ^� 1t0S PRODUCT HAS BEEN�CdV1Eo AND TESTED TO CONR.Y T9RFi THE <m o SITS OF M FLORIDA BUILOPUi COME BNCLUDINO HIGH VELDCITY HUMICANE ZONE(WM. m THESE WINDOWS ARE RATED FOR LARGE WALL MISSILE BIPACT. WOOD BUCKS 8Y OTHt]LS,MUST ANf]10>ZED PRAY TO TRANSFER w SHUTTERS ARE NOT REQUIRED. LOADS>O THE STRUCTURE NA 1'R0NWCTRSV,SBD ANGiORS SHALL K AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS '7OS82 B% tBlp,ce wGMtMo lRadde �v EMBEDM9ENT TO BASE MWTERIAL SHALT.BE BEYOND WALL ORESSING OR STUCCO. � Bwwbs— ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS Atm t i A �INOT PAW OF THIS;APPROVAL. �ta $ j A LOAD MAPATION qICREAW IS USED IN DESIGN OF ANMIRS INTO WOOD ONLY. Gldls$ Z•YPI3 `A' GLa33 TYP$ 'H' NC°°Irat dtOt�k'g t10 MATERIALS tId($UDtN6 BUT NOT tIMDED 70 sT�L//METAL stNtE49S.T9WT COME INTO CONTACT WITH OTHER DIW681AR MATERIALS SHALL MIFET THE SITS OF THE FLORIDA BLDG.CODE SECTION 2003.04. GLAZING OPTIONS s9taei 1 of 7 DOXIN LOAD WACTIY-FIF(80,O%OB U SM) DRSIGNi LOAD CAPACITY- PSF(g0S am" omm LOAD CAPACITY - PSF(XO%smm Lo �V W 0 vm mcow. W/O ROW. MTN WIP. W RlDtat rim mw. WRaDDW DDffi 91.658 TYPB'A' cum TYPE'e' WINDOW DANS MA93 T7PB A am TYPE'a' WINDOW DDa8. sL►sa IPPB'A aus9 TYPR•6' 0 � !$ aamn NFmHr A EXL(+)erc(-J txr1+)a1rd-J tl�m Imwtr A W.(+) n4r1-)kxr(+)mn t-T tit zm�+r A :-a(-+ Bar.{-)Exr.(+) W.(-) %F 28-1/r 4 7&0 90.0 8010' 9010 74' 8 7Q.0 802ir .0 --904 9010 74' �„ 8 70.0 80.0 80.0 90.0 0 3i (3) < 7010 8010 8010 '9010 100-1/4" (3) 12 7010 90 0 90.o a", 108-1/4" � 12 70A 9010 90.0 80.0 53-1/8' (3) 8 704 80.0 8460 90.0- 111• 12 70.0 80.0 8010 9" ..111• 12 70.0 60.0 80.0 9010 74' 8 7a6 90.0 SU SM 74' 9 7010 80.0 604 Sao 74' 8 70A 8U 80.0 80.0 26-1/2' a no 80,0 a" 8010 toe-1/a• �� 12 70.0 8" 90.0 s0.0 � 100-1/4• ��3) 12 - - 90A 80.0 37• 38-3/87 4 7010 90.0. ..8010 9010 111• 12 7010 90.0 90.0 9010: 111• 12 - - a" 90.0 O h 93-1/8 (3) 8 7010 8a0 90 0 OU 74' 9a-6/8• 9 law Sao 8010 sao 74' 80-5/9' 8 70.0 EOA 9010 8010 74" a 70.0 90.0 90.0 9oA iQ8-i/4' 12 7U SILO 8910 -9010 (4) Q' Q 25-1/2" ' 4 704 800 8010 9a0 111• {a) 12 .70.0 a" Bao 90`0 74• or s 70.0 Tao 90.0 80.0 40�► 37" 90-WV 4 70.0 SU OU 9010 74' 8 7010 70.0 OU 90.o (5) 53-1/8' (4) a 70.0 90A ISA 9010 108-1/4" 12 704 704 90.0 52.8 72' 9 7010 WA 80.0 9010 74' a 70.0 a" 80.0 9010 i 11" - �) 12 70.0 700 6a0 80.4- - Be 24• 9 7010 90.0 MA 9010 2e'1Yr o• 4 70.0 80.0 90.0 OU 7r 8 70.0 80.0 80.0 90.0 98" (2) 12 70.0 900 90.0 90.0 37' 4 989 778 90.090.0 Be 2s" 9 7010 804 80.0 90.0 1� 12 7010 SM BU 90.0 ss-1/0• (5) S .7010 1 90.0 1 80.0 9010 98" (2) -12 Tao 8010 Bao SU 7t s 70.0 -9010 -Bo4 90.0 74' a 7U 7010 80.0 90.4 toe" 12 .70.0 BOA a0.0 9010 e4• 38• 9 7DA 8010 11010 90A J 24• 4 70.0 WA 60.0 90A 72" 9 7010 SU 90.0 90.0 96• (3) 12 7a0 SGA sm a" 3a" < 7010 90.0 a" a" a4• 90" '.9 70A SQA 80.0 80.0 1o8• - ma 9a0 i8 48" (2) 8 7010 BDA 90.0 9010 8a• (3) 12 90.0 90A BOA 90.0 72' 0 7010 90.0 8a0 9a0 N ora X0 a" 804 9010 t08' t2 7010 90.0 90.0 8010 Be 44r9 70.0 70.0- 50.0 9010 7r 8 Tao 800 F0.o ou 7r 9 Tao 90.0 60.0 Sao 86" (4) 12 7010 70.0 80.0 900 24• 4 70.0 80A 80.0 90.0 S4" O 9 ZS" 9060 9" 7Y 80' 9 "A 7010 90.0 900 pp a 38' 4 Tao 90.0 8010 90.0 8a• (4) 12 7010 8010 90.0 _9010 (5) 48' (3) 8 7010 8010 WA 9" � 9 .70.0 -a" -90.0 _880`0010 A a NIO.OF ANCHORS PER KEW&SBI � 3 op aD" a 7810 a" 8060 sao 12 <) NO.OF ANCHORS PER JAMB LQ1 7r 8 -70.0 aOA 80.0 Bao. S4• or 9 780 70.0 eo o so Z^� 24• 4 700 800 soo 9010 98' (5) 12 7010 70A 90.0 809- SSII Z 3s` �, 4 70.0 8010 90,0 9010 108• I2 7010 7010 a"' 87.6 48° (4) 8 Tao a" ou 90.d A. NO. OF ANCHORS PER HEAD&SBI. 90• 6 70.0 SILO .90.0 9010. { )-N O.OF ANCHORS PER JAMB (1/49Q (1/2W) (1/0) W o1 g 7r 8 70.0 90.0 90.8 .9010 6 . 24• 4 70.0 SOO SDA .9010 36' �• 4 no 9010 90A ,9aA 90• (a) a Tao 7010 soo so10 U/30 0/�3 U/3W) Ir a 70.0 70.0 9010 67.8 4 �' OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH A m NO.OF ANCHORS PER HEAD&SILL 'XOX' $ () = ND.OF ANCHORS PER JAMB OPER LNG VENTS TO BE 1/3 OF THE WINDOW WIDTH NOTE: 'XOX' (;I= CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) $ AND FLORIDA BUILDING COMMISSION DECUMTOW STATEMENT DCA05-DEC-219 LEFT IOID RK#ff VENTS TO BE OF EQUAL GLASS O.0 WID7FLR ►)la PCNA. wcompl FIor10e ALL EXTERIOR(+) LOADS SHOWN ON THIS•SHEET ARE eaNsmunm=zt ' F 'XO OR OX' FOR WINDOWS WITH ADD.-ON RISER AT FRAME SILL Dub ¢ 8 FOR STD. SILL (NO RISER) LiMIT EXT.(+) LOADS TO 67.0 PSF By SEE SHEET 4 FOR DETAIL. 5 O9 12 sheat of 7 Wood �. tG Amm TYPICAL . . . ._ SFS�.�,MR SPACM •,dMIANT;. .,�• 4•j •e' AOIAION dt MULLION ANCHORS �. �. 'a d a' •a, s•3•a• a .t' 4• '°, ° d° 4 4..• SITE SEPARATE NOA ! 0 ZJgJ a an TYPIM ANCHORS 1 � NCHORS SIX aEV.FOR Af7lHi � FOR SPACING 1` WOW BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY OWING SYSTEM 3 AND TRANSFER TFIEM TO THE BUILDING STRUCTURE. WREPHOLES: TYPICAL ANCHORS: sm ELY.FOR sivam W7 = 3/8" X 2-1/4"VA EPHOLE5 AT EACH ENO !/4'DIA TAPYOON BY 'Tnp' (Fu-12Y1 NIS,�NSD AND 37 O.C. MAX. t/4" DU\ ULIRACON BY Mt' •.(Fu-177 N9,FY-155 tt&) O INTO 28Y WOOD BUCKS OR WOOD SfRUCTUM ALL JOINTS AND FRAME CONNECTIONS SEALED WITH t-3/8" MIN. PENETRATION INTO WOOD + JOINT SEALER. THRU 18Y BUCKS INTO CONC. OR MASONRY g o 1-1/4" MIN. EMBED INTO COW- OR MASONRY Z .I DIRECTLY INTO CONC OR MASONRY '3 1-1/4"MN. EMBED INTO CONC. OR MASONRY n P 814 So CR SELF DRUM M S (QlAOE 2 CRS) W Of INTO METAL STRUCTURES STEEL : 1/8"THK. MN. (Fy m 38 KSI MN) ALUMINUM: 1/8"THX. MN. (8083-T5 (STEEL N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) S 814 SMS OR SELF DEL= SCRE:YYS (W=2 CRS) �N INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MN. THK. = 1/8) B (NO SLIM SPACE) 2 TYPM EDGE DISTANCE is I INTO CONCRETE AND MASONRY= 2-1/2" MN. OINTO WOOD STRUCTURE = t" MN. B � INTO METAL STRUCTURE a 3/4" MIN. s S SI CONCRETE AT HEAD•SII.OR JAMBS Id =3000 PSI WL <m V I C—W NO.LO1R/FUW 0-M AT JAMBS Pm - 2000 PSI MIN. o OWL as o�mptylag�vAhSroPtotlAe yy p FLA.P1BSCoda 8 •` CAK ¢ _ A Dery •;•(• MF°... •.tt•, 0:4_ $ 1 TYPICAL.ANCHORS �..• ° 1 •" TYFgCALANCH'i.S ¢ s:. .e I SEE EIEV o. t8Y ' SEE Et EV:.' l'ra dfawitl0 no. * w FCR SIlwm WOOD mm FOR SPACING W09-12 Rt sheet 3� 7 1/C MAX. SIM {� © O O TTP 0 ANCHORS 1 1 S r :f FOR SIMMSO 1 TYPtCAL ANCHORS 1 v►. FMaft lR OINO e•.. . MEW. o STRUCTURE •._ -- .._SCHEN�T: .. ___ Iii Ii •�, 8 8S� 4 18Y LL RTm'RENFORCMAS RM. 11 1 7P TIOOD sum T � SEE SKEEI 2 FOR CAPACff •1 .y' cell XOANIHIRS LAYOUR SEE a" FOR MINNB V I/S.WK. VENT WWTN VENT'A m 1/4 $ shptMLOPO. O© D.L OPO. 3 8 r L- M -2 $ 1S 1 M, g WOOD ' -SCREER On ---- _ -SEN ----------- ••f W o�Z • e 4 8 11 1 Dy�D, 4 1WWD BUCKS . - FXMRIOR SEE SHEU 2 FUR CAPAptt .° TIBIIOW TTro111 XOX LAYS MOW-CM COUNTY APAROMED MULLION ra4m A CHMS SEE SEPARATE NIA SEE ELEY.FOR SPAM ass s m u •F ......-..-.._SCREEN DPT. ByUUte �• M Ptadael Irol drowing no. womw Wrom Warm 1 W09-12 atwaT 4 or 7 W MAL WPM AiC M MM-WE COUNTY APPRWED %+7 SM M".FOR SPACM SEE ELEY.FOR SPA= AQAJxK&YULUON ANCHORS •• >.°' •°• SEE SEPARATE NOA upx ALT. Q'� TYP&Yd.ASS rSEE 0".FOR SFACHiO to zvia t/4e YA%. 8 ALT. C 2!41 B g W aim 4` TYP X ANt TYPICAL ANCHM 4 + SEf EUA.FOR SPACING SEE EI£Y.FOR SPAC6itt 'e '•d tiff 8 .4 9 S M 1 ALT. INSTAU ATION DETAILS WM FLUSH FRAME snp �a�N Tan � F1 � •` � � e ` . ¢ S AAI Product drawing no. o e 1 W09-12 sneer s or 7 2780 1.087 1Tat PAST B 4DAHVVY MISC81P11ON MA49iRtAt 11APIF./OOPP7.>BQ/RiiMAREB � � 1 FY201 1 FRAME WAD 8083-•T9 .8W 318 3/18' 1' 2 FY202 1 FRAME ELL 8083-T9 - 1.434 �-�•^J{ S .FY203 i SLL TRACK INSERT 8083-TB - 813 -4 F120S AS FEND. NCI.-FRAME JAMB 5083-TB - 1718 8 - FY101 AS RBOO. FM FRAME JANE 6083-T8 8 ,.140. 8:..._-' FY104 1/VENT I=Alm RAL 6003-To 12 i1 All 7 MOB ,/VEM VENT LN aLm 8083-TB VENC'TNF•8mom RAL STEELRDRFtNs�Nc 8 FY208 1/v JAMB STYE 9x63-T9 - a 9 FYto7 2/VERT TOP AND BO IOM RML 8083-78 - j; It to FY108 AS REED. CAS BEAN 8083-T9 tl - AS tiECt. REQ BAR 7dQ3L 2.098 .819 Ay Sq gg STEEL. 1.140 1.810 1' t2 - AS-REDO. ROMFORMNO BAR sun .o4S ,803 •719 . 13 11204 AS RIM ADD-ON Ml.RW 8093-TB USE AS REM � Oi FRAME HEAD 14 FY208 4/VENT ROLLER 110118940&(WE CELCON - • � - 18 F9 2/VENT ROLLER BRASS ,.140 .osd SJIq 18 FY210 2/VENT ROL186 PIN ST.STEEL - 1.140 1.810 MNG SM'. 17 #0 X r AS ROOD. FRAME/VFNT A39EMCL.Y SCREWS CRS P.N.SNS 18 ie 1L 3. 2/VENT FI%.RAL SILL SCREVIS ML END) CRS PX s 81J 1 19 1Y23/81 AS III= FIN SEA.WSTIVIS 0 - ULTRAFAS 20 03W"90 AS REND. BULB SEAL O-Um 9i7RE0EL yq Q JAMS STILE 21 E207 AS ROOD. W"SEX SAITOPRENE tATRAFA88 9,OLUNMER 38 O��t IAW 2ABb 22 MW AS ROM WA2M BEAD WAS - SANTOP� 1A11i%1FAS,OLMOM TER 8818 Vl 387823 RB-SO AS SM CLASS SPACER SLIOM FRANK LOWE •TR .078 2.801 1'� 24 SL203P 2/VSWEEP LATCH - 19ALAMN&As= 25 08 X t/8' 2/LATCH LATCH 91ST.SCRER Sr.STEEL CH SMS 1.140 28 ... 1C2t 2/VANS WEEP VANE - - PREFERRED ENO.PRO LLCTS n o� L34o 27 - t/veNT 6/I$.e2 ZWM - OPIIOPfM r eoo 28 M20 - MH FRAME AOAPM 9oWTIL aP1WNAi z w 2.780 t344 �v O7 MEETING RAIL 8L ® FRAME SILL 8�e 2.188 1314 .1 •340 312 taxi o82 t xo2 .0822 1 T 1376 SILL TRAm ® FIXED MTC. RAD. .500 1.187-1 ,67 750 ass 2.78(1 2.812 2812 y - - _ Faye aarA9 PRODWrREVISW o 2.088 CRL aeroiglaf'BreaOnlheMo[Ma Lk, I ' Aao`Fteem'i]No FLA.PE 1 70592 Boaftowe6 .two q `' 874 droOing ttO. 1.es7 1.� z91, W09--12 10 WV. FRAME JAMB ® I=FRAME JAMB ® FLUSH FRAME ADAPTER 81tEatt 7 Z 8 F 1VVV/ Q FRAME TOP COINER VENT TOP/ ]TOM-CORNERS lool 3E At -ew am"m PRoDUCrRBVUM i 00 FRAME aOTTOM CORNER ECAJL1 3 0DAD � is J ' a 1 S W�9 92 tOw�xEn uTc. RAE,�� i7K7: e . M® AUAMI-DADS COUNTY • PRODUCT CONTROL$ECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SIV 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(780 315.2590 F(786)313-2599 NOTICE OF ACCEPTANCE (NOA) wwwml;*m1 lsde.gov/neral E.S.Windows,LLC 10653 NE Quaybridge Ct. Miami,FU3139 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 area other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction.i 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 6000 Aluminum Sliding Glass Doors w/wo Reinfoaeeneuts-L hU APPROVAL DOCUMENT:Drawing No.w11-41,titled"Series-6000 Alum SLD.Glass Door{L.M.L)", sheetss 1 through,13;of 13,prepared by AI Farooq Corporation,dated 07/22131 and,last revised on JAN 06,2012, r signed and sealed by Javad Ahmad,P.E.,bearing the;Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. A11SSILE LWACT RATING:Large and Small Missile Impact Resistant Limitation: 1. See Design Pressure(DP)tables in sheet 3,4 and 5 with applicable reinforcing required at interlock& astragal.Also see approved configurations in sheet 2. LABELING:Each unit shall bcar a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miemi-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. INSPEC ON: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 and consists of this page 1 and evidence pages 13-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No 11-x823.07 Expiration Date:Jannary 19,2017 Approval Date: January 19,2012 Page 1 `��\V e T E.S.Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W1141,titled"Series 6000 Alum SLD.Glass Door(L.M.I.)",sheets 1 through 13 of 13,prepared by AL-Farooq Corporation,dated 07/22/11 and last revised on JAN 06, 2012,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Nater 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 aluminum sliding glass door, prepared by Fenestration Testing Lab.,Inc.,Test Report No.F17,6292,report dated 08/15111,signed and sealed by Marlin D.Brinson,P.E. (This report has been revised for glazing sample Al &E-1) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007& 2010,prepared by Al FarooqCorporation,dated SEP 09,2011 and last-:revised on JAN 06,2012,signed and sealed by Javad Ahmi4,P.E t s 2. Glazing complies w/ASTME-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs'(PERA). E.` MATERIAL CERTIFICATIONS 1. 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours, Inc. for the "DuPont Sentry Glass®Interlayer",expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance-and letter of no financial interest,prepared by Al Farooq Corporation,dated 08/24/11,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance statements,part of the above referenced)test reports. 3. Distribution agreement between ES Windows-Energia Solar,SA,Colombia and ES Windows,LLC,USA,dated 10/29/10,signed by MS Carla Torrence and Andres Chomaro,respectively. G. OTUER 1. Test proposal#10-0506,dated 09-23-10,approved by BCCO. Ihaq L Chanda,P.E. Product Control Examiner NOA No 114825.07 Expiration Date:January 19,2017 Approval Date: January 19,2012 E-1 2e"NAX 3/4• 8—tom. 2 gyp. 88 AN Y NEW AT NTEI�OCKS RWDOS WOTH a � e a � WFERLOCK ASTRAGAL � W -Rc DAYLITEE OPENINGS: 6 D.L.O. HEIGHT = PANEL HEIGHT — 7.000" 'L; D.LO. WIDTH = PANEL WIDTH — 8.937" '3 z` PANEL HEIGHT - FRAME HEIGHT— 1.378" ill0 0 SKRM-8000 AT_•LMN1M SING GL RS DOOR 42 5/10" 42 5/10" 42 5/10" az s/t S SHEETSSEE . OZam D.L.OPO. O L O . L C; GLASS SIZE AND REQUIRED REINFORCING GN LOAD CAPACITY OF DESIRED 49 t/4" 49 1/4" 48 t/4" 7D ID P WWIFi 48 USING CHART ON SHEET 8 SELECT ANCHOR OPTION WITH DESIGN EL PANWIDTHWIDTHID PANEL WIDTH RATING MORE THAN DESIGN LOADS REQUIRED. — PANEL Wnt LOWER DESIGN PRESSURES FROM GLASS OR ANCHOR CHARTS •� (� . .� WILL APPLY TO ENTIRE SYSTEM. _ _ 3"MN. CLUSTER OF YA%. THIS PRODUCT HAS BEEN DESIGNED AND TEM TO COMPLY WITH THE MAX TYPICAL ELEVATTOIJ TYP. REQUIREMENTS OF THE FLORIDA BUILONO COLE INCLUDING HIGH VELOCITY �UNI CORNERS < HURRICANE ZONE 0100. trN�MM t �TO THE BY ORM BE ANCHORED PROPERLY TO TRANSFER 11NESE DOORS ARE RATED FOR LARGE&SMALL MSE IMPACT. ANCHORS SHALL AS USTED.SPACED AS SHOWN ON DETA0.S ANCHORS SHUfIERS ARE NOT REQUIRED. FU1 PES $ ®®® EMBEDMENT 1O BASE MATERAL SHALL BE BEYOND WALL DRESSING OR STUCCO. :CAtE NACOMMCONOT Sill IN THESE DETAILS ARE PART Of THIS APPROWL #! A LOAD DURATION INCREASE LR USED N DESIGN OF AN04ORS NTD WOOD ONLY. � �cwing � MATERIALS INCLUDING BUT NOT UNITED TO STM./METAL SCREWS.THAT COME INTO CONTACT WITH OTHER DISSIMI AR MA�SHALL MEET THE Wil Zi REQUIREMENTS OF THE FLORM BLDG.CODE SECTION 2003.8.4. I sheet of 13 e g � xopxmo Ox xx 'ONOTE: e 7WFOR RENFORCING AND GLASS OPMONS SEE SHEETS 3 THRU 5. OXO< ) - .* i a L' x e xxx(9n" A K 83 6 XMO{sI==No X)= OxxO van= APPROVED CONFIGURAnONS rxm ' W11-41 sheet of 13 . DNSM LOAD WACTIM-PSB D � � O T11180D'P Ls6IR9o>�Dia 11��1 �' GL48S TYPE'D' •Y # S PML AWN 0 G1188 TYPII'A' &'8'RSPBI?!� Nom can INcxr(+) art.(-) txL(+) est.(-) 0 30 780 780 78.0 78.0 36 78.0 78.0 780 760 42 780 780 75.0 780 O k ....... 44 so 780 780 78.0 780 O $ 48 78.0 780 78.0 76.0 e 53 780 78.0 760 MO eD 780 76.0 76.0 76 0 8 30 780 78.0 MO 760 t41. 38 -78.0 78.0 76.0 760 �W 42 es 78.0 780 780 76.0 G 44 780 780 760 MO 48 780 78.0 78.0 75.0 83 780 760 780 780 30 780 780 75.0 70A _ 38 760 780 760 760 7 42 1024 78A 780 75.0 75A ;EXTERIOR 44 760 78.0 780 780 9� RdIERtaCt ASB fIOgC SNE 48 78.0 MO MO 78.0 _OPTION Al !i0 780 760 760 780 °p WRHODI'REaa1G 30 780 76.0 780 78.0 3678A 760 780 78.0 42 108 780 MC 760 75.0 44 76.0 78.0 MO 75.0 48 780 78.0 780 75A N M DOW Comm 083 SiUMIE L IMiEEN AaWfER 4 CONSIGN eEAo -- �COMMEEes z ti TO WATERPROOF OON CORN040 8833 Z . SILICONE 983 3/18'TEPP.GLASS 3/18'HEAT SfRENb CLASS �y 1/4°HEAT STREWD GLASS 31lr ADZ SPACE A80°WrMAYERAW DIVERLAYElt � µ; 1/4'HEAT SIREN'D GLASS SWRYCLA4 1K'DUPONV 1 SENIRYOLAS BY'DUPONI' A90•WITKAYER 1/4°HEAT WF"D GLASS 1/4'HEAT SMEN'D GLASS Somata3/8°AIR SPACE 3/16'HFAT STREN D GLASS 3/1W MV.GLASS SWOOKE t 9 OwrCaRNam 983 sftxxw Y DOW t 983 DOWCORTONG 963 �� i i 1° .• b NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) #10 a 3/4:PH SATS AND FLORIDA BUILDING COMMISSION AT 1°FROM ENDSAND DECIA(tATORY STATEA(ENT DCA05-DEC-219 14'O.O.VERIICALL7 / 7°O.C.HMONTALLY 4 AT BOTTOM PAIL 4 AT BOTTOM RAp. M'tE. 7t�9 t'1 S 4 AT TOP RAO.&SIRES. AT TOP RAO.&MRS GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'B' (EEYERSE) a.6Wing -. GLeZnvr. oPTiorrs ti0��'' W 11--41 ' meet 3 Of 13 >RKQN LOAD CAPAMTV- POF n� $lUMBC040 AT Va%RWCK CILABS TV" 7 8 Mr.(+) W.(-) W(+) W(-) OR(+) W.(-) 3$ 86.0 148.0 a.0 1400 BBA 110.0 40 860 146.0 G&.0 1460 88.0 ,100 � �iiiRRR555 44 BSA 1480 Sao 14&0 OU f10.0 O ..z.. _ 48 so 860 1480 I s3.0 140.0 88.0 110.0 50 BSA 14x0 s8.0 146.0 86,0 110,0 � a 18 53 SU 148.0 Bs o 148.0 Bao 110.0 88 88.0 1480 Bao ,46.0 880 11x0 00 s6A 1480 ou 145A 86.0 1100 a �gxp 8 - 36 880 148,0 88,0 1460 850 110.0 :I 8 40 86.0 1480 88.0 1480 SSA 1100 3 111111 44 86.0 145,0 BBA 14&0 880 110,0 48 B6,0 1480 88.0 1480 Bao 11Be 0.0 50 8060 148.0 58.0 1480 88.0 110.0 83 s60 1460 s60 ,442 880 110.0 Be 860 11a0 BBA 110,0 880 110.0 mv 80 au 110,0 Bao 110A eB.o 110.0 36 88.o 1460 s8.0 146.0 BBA 110.0 EXTERIOR 40 BBA 148,0 BBA 146.0 O.0 110.0 B1TERLOCK ASIRA6M1l,/M SIBS 44 Wo 1460 850 148.0 86.0 ,1ao j�qf OPTION' �2 48 102 '85.0 1460 680 146.0 86.0 1100 �.. ALUIMN 8E NFOROM AI K== 80 86.0 1460 Bao 142.8 s8,0 110.0 63 660 110.0 86.0 1100 88.0 110A 8s 00 1100 66.0 110.0 a" 110.0 4� 36 68.0 1460 8LO 1450 860 110.0 �1 40 86.0 148.0 85A 146.0 88.0 1100 44 iQ6 86.0 140.0 860 1480 860 1100 rte.Z41' 48 8" 1460 860 14U 860 110.0 i 5088.0 ,10.0 88.0 110.0 86.0 --i-10.0 e3 Bab 110.0a" 110,0 eao 1100 d �) 38 BBA 110A 880 110.0 86.0 11060 0.o WA 110.0 850 11x0 au 1100 44 114 88.0 110.0 85.0 110.0 SBA 1100 48 S.0 110.0 880 110.0 s60 110.0 so sa0 110.0 660 110.0 8060 110.0 35 88.0 11060 a.0 1100 8&0 1100 $ 40 860 110.0 0..0 1100 85.0 110.0 Epd� 44 120 8060 1100 a" 110.0 sa0 110. B 48 eso 110.0 ffi.0 1100 B6.0 1100 NOTE: GLASS CAPACmES ON THIS SHEET ARE BASED ON ASTM E1300-04 3 SEC. OUSTS) AND FLORIDA BUILDING COMMISSION If.mrt DECLARATORY STATEMENT OCA05-DEC-219 g0. �8 drawMg no. sheet 4011 Dffi6N LOAD CAPACITY-POP 13 © O RRaUOR=G AT II fUL00%&ABTRAOAL /Ili i ma Mai GLANS TYPE �Y mm TM'A' TYPE'>1 'R'FAR=NMMUL Dan Z 7 B ►' exr (+) (-) W.(+) W-(-) W.(+) W.t-) � 38 85.0 13oA Bao 130.0 86A 110. �## 40 "A 130A 8LD 130.0 88.0 110.0 44 86 6 130.0 88.0 130.0 8B. 110.0 1 ........... - 48 88.0 1364 86.0 930.0 8a0 110.0 so ___- d' 8o BLO 130.0 88.0 130.0 8.O 110.0 A a 53 ba0 130.0 B6A 130.0 a8.0 110.0 88 au 13D.0 BBA 130.0 86.0 110. 16 - a6 8&0 130.0 88.4 130.0 Bao 110.0 4 B 1 30 86.0 130.0 88.0 130.0 Bao 110.0 � 40 86.0 Wa0 88.0 130.0 8U 11U 44 B6- 130.0 BBA 130.0 a" 116.0 48 88.0 13" Bao 130.0 88- 110.0 1 60 1N a&* 130.0 B6.0 130A 86.0 110.0 63 86.0 . 13060 8&O 130.0 =A 11&0 _ 68 Bao 130.0 88.0 130.0 BBA 110. Bo 88.0 128.0 a" 128.0 86.0 110.0 7 36 B6.0 130.0 85- 130.0 B.0 1/0.0 a $)CPBIRIOR 40 'BBA 130.0 a" 130.0 Bao 110. V g ODElB.001C pg1RpQ 0q(I= 44 -BBA 130.0 BBA 130.0 10.0 110.0 Opnow !i3 48 102 86.0 130.0 BSA 130A 86A 110.0 arm Ri Off0t 116 nT al1 t so B&O 130.0 9660 130.0 86.0 110.0 1D AI1aBNUN BFlliRORCB�O Ar MYRA& 53 86.0 12&7 86.0 12&7 B6A 110.0 so B6.0 122.3 a" 122.3 WA 110.0 S0. 38 -a" 130.0 86.0 130.0 86.0 110.0 � n�F. 40 o" 130.0 BBA .130.0 aLO 110.0 44 108 a" 130.0 BBA 130A Bao 11x6 z 4� 45 86.0 : 12&7 86.0 126.7 88.0 110.0 60 BBA' 122.1 BBA 12LI 90.0P10. 'A N� 63 Bao 117.3 6&0 117.3 WA 36 88.0 130A 86- 130.0 88.040 aLo 130- 85A 130.0 B6-44 114 a&o 126.2 B6A 125.2 86.040 80.0 117.3 B6.0 117.3 Bao80 88.0 113.8 am 113.9 86.0 38 a" 130.0 80.4 10.4 85A 110.0 e g 40 80.0 12&7 88.0 120.7 Bao 110.0 8 44 1� B6.0 117.8 BBA 117.6 BB- 110.0 48 a" 110.0 Bao 110.0 a" 110.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E7300-04 (3 SEC. GUSTS) AND FLORIDA BUWNG COMb(ISSION ` DECLARATORY STATEMENT DCADS-DEC-219 lllftw�r -come cm PE 17002 CAA g droatng n0. 011-41 ehaet 6113 t_ TYPICAL ANCHORS: SEE ELEV. FOR S'ACM16 DRUM 140 CAPACITY- M DESIGN LOAD CAPACITY-M DRUGN LOAD CAPACPI'Y--PS8 4.V � r AT BEAD-•-• - -.-• (HBAD ANCHORS) (SILL ANCHORS) (JACO ANCHOHM I 'TYPE `A= 1 4/ ° 111110, l#LTRACON RY'ELCV ��-m IM Fy.198 KSD :ANCHOR TYPE ANCHORS TYPB ANCHaB TVP& APANEL WM NCHOR TYPE Ai�It�aB TYPB 4V 'Al', 'B' de'C' 'B' • INTO 28Y V/000 BUCKS ort 1Y000 STRUCTURES A 8e'E C' a I 000&HOW W,(+) EXi (+> DOM HOW W.(+) EXT. HRU 1 MIN. PENETRATION KT TKIN INTO wood Numelaes W. -) W. - Do= Dom WT. - 9lmos Wr. (+) W.() THRU 1 BY BUCKS INTO CONCRETE 30 148.0 145.0 30 145A 48 1480 148.0 1-1/4- MIN. EMBED INTO CONCRETE I 36 14LO 145.0 36 t4tsO 50 1450 148.0 TYPE 'Ai'- ° I 42 -14LO - 14LO 42 148.0 53 1480 1311.3 ' ,(Fu-177 K�.Fy-185 44 1450 146.0 44 145.0 86 145.0 1319 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES � 6D o I 1-3/8° MIN. PENETRATION INTO WOOD I 48 14LO 146.0 46 1145.0 5O 1480 1232 g THRU 1 BY BACKS INTO CONCRETE so 14&0 14&0 so 145.0 54 144.5 148.0 54 14LO I 1-3/8' MIN. EMBED INTO CONCRETE I p 137.7 1450 so 1450 0°� I TYPE 'B'- .l a: DIA. ULTRAWN BY 'E1 tYY(Flt-177 KSI,§jr 10 IQ* I 30 1450 1460 30 1480 � 3 1 DIRECTLY INTO CONCRETE 38 1450 145.0 36 148.0 4, gMg I 1-3/8° MIN. EMBED I. 42- - 131.1 1460 42 1444 12U 14" 44 145.0 60 � iR • TYPE 'C'- 1114 SMS OR SELF DRILLING SCREWS (OPoiCE 2 CRS) 46 96 1199 145.0 46 � 145.0 _ i1 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/a-THK. MIN.) I 50 116.3 145.0 50 144.4 INTO METAL STRUCTURES 54 110.8 141.4 64 137A 7c STEEL : 12 GA. MIN. (Fy = 38 KSI MIN.) I 5o I 104.3 133.1 so 129A ALUMINUM : 1/8°THK. MIN. (8063-T5 MIN.) $ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 3D 145.0 14LO 30 14LO $ L.-._.-.- ._._. -- 30.,-,.J' 36 I3&6 145036 14LO $$ _ _ 42 121.4 14LO 42 145.0 AT SILL -.-.--.-. 44 102 it7.3 145.6 44 102 14S0 _'B, 1/4' DIA_ _ S U(,Tlt4QON BY'ELCV (Fu-177 KSL Fy-155 K" rTYPE 48 110.3 1409 48 1380 DIRECTLY INTO CONCRETE 50 107.3 138.8 5o 133.2 1-3/4° MIN. EMBED 54 1 1020 130.1 54 1 12LO MM L------------------- .... J` 30 146.0 1 1450 30 145.0 -.-•-AT JTAMB9-. .-. .-. 36 1279 145.0 36• 145.0 TYPE 'A= 1/4' DIA. ULTRACAN BY'E W (Fu-177 K9,Fy-155 IQQ 42 113.0 144.2 42 140.3 - Z INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 44 106 109.1 139.3 44 106 135.5 0 .. I 1-3/S• MIN. PENETRATION INTO WOOD I48 102.4 13x7 4a 127.1 THRU 18Y BUCKS INTO CONC. OR MASONRY s 999 127.0 50 1 1234 1-1/4' MIN. EMBED INTO CDNC. OR MASONRY I 30 1321 1450 30 145.0 TYPE 'B'- IX DIA LnTRACON BY 'EICO! 36 IOL7TIMIS -- 134A 38 145. / (Fu-177 KSI;Fy-i55 IQn I 42 iW.7 130.9 42 131.2 DIRECTLY INTO CONC.OR MASONRY 44 114 IOLO 130.2 44 11110 1280 1-1/4- MIN. EMBED INTO CONC. OR MASONRY 46 95.S 1220 46 116.7 - •TYPE 'C'- ,J14 SMS OR SELF DRILLING SCREMS (GRACE 5 tits) 5D 92A 1154 5o 116.2 1 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8'TWL MIM.) I 30 131.1 146.0 30 145A *... sL.,L INTO METAL STRUCTURES 36 1329 1439 35 199 I STEEL : 12 GA MIN. (Fy 36 KSI MIN.) I 42 120 99,3 128.8 42 120 123.3 ALUMINUM : i/8'THK. MIN. (8063-75 MIN.) 44 ¢96 1 122.2 44 tlae (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 46 69.6 114 4 46 111.3 L._ ._._._._.-.-.-._._._._.-.J ANCHOR EDGE m ANCES INTO CONCRETE- 2-1/2'MIN. INTO WOOD STRUCTURE "Jsr INTO METAL STRUCTURE..3%MIN. �� I e OONCREIE AT HEAD,SILL OR JAMBS 1'a-3000 PSI MIN. $ C-90 HOIJAW/PLUM BLOCK AT JAMBS fom-2000 PSI MIN 8 SEE SHEETS 3 THRU 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE USING CHART ON THIS SHEET SELECT ANCHOR OPTION WITH DESIGN RATING drawing MORE THAN DESIGN LOADS REQUIRED. LOWER DESIGN PRESSURES FROM GLASS OR HEAD, SILL, JAMB ANCHOR 211312 W11-41 CHARTS WILL APPLY TO ENTIRE SYSIEM. sheet of EDGE OW. - V IBY BUCKwr +e e a. SEE ELE1�FCOf .a•• a .. z LIM it 14 8 11 [Oil O g 4 3 9 F i I ! {• i ' ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHffE/AWMINUM COLORED SILICONE. z .. .o- ,ZFELPHOLFS: W1 a 2-51W LONG WEEP NOTCH AT EACH END z W2 v 1' LONG WEEP NOTCH AT EACH END i { ti 11.6 o g MY 12& z \ . '10 •e EDdE*OLSI:.•A' • ,a•• PWREB&HARDENED t i s'• + b 3 NUL HOT BY m wwom dfo1�i11g IM. nPRIAL (a N&10L)sEE srACM aN J� ��,ZOl2 W11-41 sheet of $ TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PANS SM SPACING SEE ELEV.FOR SPACING ��SHWEErG Am mErAL EDGE DIST. - per; • •• . . . EDGE DIST. sIiTUCTURE Z r v K ANCHORSIN AIRS WWW mm Sid EM.FOR SPACING iQ ALSO SEE SHEET 8 TYIWL ANCHM IN PAM SEE Et".FOR SPACING . ALM SEE SHEET 8 EDTa�DIST, ye�� ^^ I'm -I'm COUNTY n Sm SEPARATE NCA I a KEE uj 18Y OR 29Y WOOD SUCKS AND METAL SMCfURES NOT BY El W=WS �+ MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUNTING STRUCTURE, 8 77 atIM1Mr F. drGwing no. Q12 W11---41 PAN WIDTHo 7 7 wom Sim) OR '---- '`jam 8 1 8 7 � � D.LO. DLO. PANM WOM sxT>�R><oR PAS•STH 1YPKA1.ANCHORS 21 PMRS SEE ELEV.FOR SPACING ML ORiPMRS am wom ALSO SEE SHW 8 SM E {O .FOR S . . O 3/B`ILAIl. ro SFE SPACMG ALSO SIX FSEE SHI£f 8 �1 ALUMINUM AND STEEL. REINFORCING AT INTERLOCK AND ASTRAGAL STILES g ';a�� SHOWN FOR ILLUSTRATION ONLY.' o USE AS SHOWN ON SHEETS 3 THRU 5. y SEE CHART FOR REINFORCING OPTION LOAD CAPACITY, INCLUDING GLASS OPTIONS. � a h ••j Yo @ •y. FLU droving no. of TYPICAL ANGORSIN OVAORAL PAM SIX 13".FOR SPACING SEE ELEV.FOR TVPKAL ANCHDRS IN PAM 3%S'MAX. Z 16 SEE&O.W.AT BNEET 11 SHBA �g 5 w ..�.:« •tin f+' Oxo CONnG URATION DOOR Vol lErf wow SUCK #j SEE ROM SHEEP S EXTERIOR METAL C STM)CrURE zIrt *za! IN M49ONAL PAM SM EM.MRs Hak s/a'sm1 0 MM « Z ALUMINUM AND STEEL. REINFORCING AT INTERLOCK AND ASTRAGAL. STILES SHOWN FOR ILLUSTRATION ONLY. USE AS SHOWN ON SHITS 3 THRU 5. °►. SEE CHART FOR REINFORCING OPTION LOADCAWACTIY; INCLUDING GLASS OPTIONS. .c - A .• ;" ; drawing no. • s3�ti-tuM�Nv-a►caay uu-�ae(00 WA gzu-+n j�c>-M w xw g Igl 8T.t81i81'XVd o17iHYgi$(9081'�L 99l££ 'li 'II�VIN cmm A1.011 JARWIdOINANG jancoad�M»N� .7M 'SM�NUM T3 MMMM ama Md iFW ttvazt r .t z/t . 6 Nouvaoaaoo boouvd-W (TgN mm mm mgrs WWW a � 3t 1111ti,I I t i l l l l l l 1 6 O 6 1 I 0 lit 11-11 t 1 1 I v 1 1 i < I 1 I I dp N� � mmo — eanhxx .' r� € R m nemSi e7. %ai C�i a m Co�q YS x x x o o x Mb &136- &887 2078 Low ,s0 13 1�0 1•t251.87s 1.760 ala Trp. 3000 Oj 2.312 FRAME HEAD Qa I= STILE Am 1848 1.437 t7 ASRtAGAL STIFFENER hy $ 3.280 �f 1.002 r.iM Q REMPAINWG PLATE '� .126 2.862 1.989 F 1 1.7402. - 3AW .078 i• 126 2.031 t.800 .078 8.067 TSP. &047 1.760 1.999 0 IPffER10(2C:S7IIE. INTERLOCK STIFFENER 15 RETAWER CUP �• 4.312. 4O PANEL TOP RAIL t mo V .094 J 1.104 J .070L I Z m tYP. 1.760 2.000 ,386 n 188 �� / 0 FRAME JAMB �. ja :�L r! 3A00 4.441 Z 2,082 1.798 070 to WTERL<K;K IMNFORO�I(i 12 FIX. PANEL BOTFOM CUP it3 TYP. 1.422 .641 A94 . 1.648 - 1.7� .082 '.957 . 3.374 1.0� PANEL BOTTOM RAIL 16 FACED PANEL CUP O ASTRAGAL.snLE O9 GLAZING ADAPTER 14 SCREW COVER .J76 TV. no 8.181 , amwiag no. W11-41 O FRAME SILL 1 sheet 12 of 13 roe' r r F I _ PANEL TOP GARNER FRAME TOP CORNER Azo Lj s FRAME HC7f1OM CORNER ' ® drawing no. W11-41 PANEL t TjOM CORNER sheat l13 of 13 MIAMMIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Strut,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) WWW miamldade gQy&era/ Amarr Garage Doors 165 Carriage Court Winston-Salem,NC 27105 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submittal 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. DEsCRIPTYon Model 950 Heritage&655 Oak summit 11100,2000 Steel Sectional Garage Door up o- ' to 16'-0"Wide APPROVAL DOCUMENT:Drawing No.IRC-9516-175-26-I titled"Model 950 Heritage and Model 655 Oak'Summit(249a) 1000,2000 Short,Long,Flush and Oak Summit Panels",Sheets I though 3 of 3,dated 02aWOO7i with revision E dated 12/02/2011,prepared by Amatr Garage Doors,signed and sealed by Thomas L.Shalmerdine,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:A permanent label with the manufacturer's hams or logo,3800 Greenway Circle,Lawrence, Kansas,model number,the positive and negative design pressure rating,indicate impact rated if applicable, installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side traok,bottom angle,or inner surface of a panel. 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 ff there has been a revision or change in the materials,use,and/or manufacture of the product or prod.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.daft 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 ofthe Building Official. This NOA revises and renews NOA#07-0928.10 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.L. NOA Na 12-0228.06 Expiration Date:September 6,2017 C= 1 It Approval Date:May 3,2012 Page 1 i j Amax r Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.IRC-9516-175-26-1,titled-Model 950 Heritage and Model 655 Oak Summit(24ga) 1000,2000 Short,Long,Flush and Oak Summit Panels'%Sheets 1 through 3 of 3,02/28/2007,with revision E dated 12/02/2011,prepared by Amarr Garage Doors,signed and sealed by Thomas L.Shelmerdine,P.E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654&ASTM B117,prepared by Architectural Testing, Inc.,Test Report#A7420.01-106-18,dated 04/12/2011,signed and sealed by Joseph A.Reed,P.& 2. Test report on Forced Entry Test per FBC,TAS 202-94,prepared by American Test Lab,Inc.,Test Report#ATLNC 0912.01-11,dated 10/13/2011,signed and sealed by David W.Johnson,P.E. aSubmined under NYOA#12-02.2&09" "Submitted under NVOA#07-092&I0" 3. Test report on Large Missile Impact Test per FBC-TAS 201,Uniform Static Air Pressure Test per FBC TAS,202 and Cyclic Wind Pressure Test per FBC TAS 203 for . a 16'x 7' Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Report# ATLNC 0328.01-07,dated 05/08/2007,signed and sealed by David W.Johnson,P.E. 4. Test report on Tensile Test for 3 Samples per ASTM E 8,prepared by' Hurricane Engineering&Testing Inc.,Report#HETI-07-T681,dated 04/19/2007, signed and sealed by Candido F.Font,P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 0112512012,signed and sealed by Thomas L.. Shebnerdine,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statemwd letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions,PA.,dated 04/18/2012,signed and sealed by Tomas L. Shelmerdine,P.E. rlos M.Utrem P.E. 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N•� Q�, SO 04 HPL 1mSir PLATTCV�A V/W 5 SI 66 ARIVETS V ManwTi `S SEE RAELE fH)FTOt RM CARIM WXY VMU*'&%M= =05 WWVAB1M M JAMB x9ew SPAM 7 MOM 960 ZMWAM IN%WN F CD STAMODEL 666 OAK HUM=($6o 1000. 2000 STANDARD NTICRATIRi p!6.6•UP TD 14•TALL=WLCV FHEADRt�I TRACK OP'TDIN ra MWW LONO}, PLUM AI OAS 6DMMPr PAN= a.. AVA6AelE TRACH fANPMURATATiB SEI woo1m I m wM s. B I am w NJ 0UE 0/147 9MR =k%LEEWKPE AEAOOIW OW 2 a 3 • b TABLE 1 SPEWCATIONS AND NOTES DMH I SECTION HEIGHTS 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL HEIGHT ILII ` > TRAGIC,FROM THE TRACK THE LOAD IS TRANSFERRED 70 THE VERTICAL JAMBS THE HOIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANS FROM THE DOOR. 13'8° 21" 21" 21' 21" 21° 18° 18° 21° 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +380.0 LBS/FT & -418,0 LBS/FT 12'8" 21" lir 18" 18' 1� 18° 18° 21° INTERIOR OF GARAGE AID INSTDOOR ANDALLED��STANDARDS�DESIGNED, ®FORTTH'MANUFACTURED > MAX. WIDTH 18'0° 4. DOOR SECTIONS SHALL BE 24 OA.(.0218)18N. EXTERIOR SKIN 11'6' 1210121"121-11 18° 18" 21° ROLLED FORMED.W/BARGED ON POLYESTER FINISHVERTICAL JAMB & DOORS UPTO 7'0"HIGH CONSIST OF(4)SECTIONS AS SHOWN. DESIGN COATIS USE(t) 8.8"R-TRUSS PER SECTION AND(1)3°20 GA.STRUT 1(F8" 21' 21" 21" 2I" 21° " +380.0 IRS/FY ON IOSECTION -416.0 LBS/FT 7 OVER TM RG STRUCTURAL ELEMENTS ONS REFER TO BE DESIGNED 8'8' 121u I 18° 18" 18' 18" 21° aARoEWINSEE NOTE 2 INAs AD To OTHERKGs & THIS APPROVAL REWIRES THE MANUFACTURER TO DO TESTING 8" 1210 21" 21" 18" 21" OFALLCOILS USED TO FABRICATE DOOR PANELS UNDER INS NOTICE OF ACCEPTANCE A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DAM COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR. THE MANUFACTURER SHALL MAB.TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COLS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER'THAT ONLY COILS WITH YIELD STRENGTH OF 34.800 PS OR MORE SHALL,BE TABLE•2 NOTICEUSED T�MAKE ACCEPTANCE, FOR DADS COUNTY UNDER THIS DOOR TRACK ATTACHMENT SPLICE HEIGHT A 8 I C I D I E IFIGIHIIIJIKILIM I N S T 3- 1 14"I 2T' 38"' 46" 58° 68" 78" w TFst9rBR wmm t1� e �aBc aaa W TasE s >'p/G � OAM c mrecmRenootaaae� t� 8' 3": 14" 27" 38" 4(r 56" .68" 78" 88"' ® TE�TBTca _ E - aP0.9W W FHC 27q 9' 30 14". 27° 38" 46° 58"` 68°, 78' 88° 10D" ► ,e'�5°� SFtE[ °jOi°° 10' 3" 14" 27" 38" 48° 56" 68" 78" 88" 100° 112°' M 14 +47.5 PW &V ate/ No 8048579 sets!& P� 27° 38° 48" 56° 68" 78° 88" 100° 110" 124 —azo ea9MLE S A E OF cul 27°I 38°I 46"I 56"I 68" OR► •'per`: 27"I 38"I 46°I 58°I 68" 78° 88°11OW111012TI 1341 1148° �ryoSS•�N�t��pv BEHt;t"tIQB 14' 3" 14" 2T 38" 48° 56" 88' 78° 88" 100" 114° 122°134" 148° 160° A"t�lasaTW � '�CMW CMM"WB°'MKALO1'Ke OW V"' ' No=988 MMTAGB 1000.5000 ALL TRACK ATTACHMENT SPACING+/-2" ALLOWIED WITH SYP NO. 2 OR BETi'ER ONLY Mom 880 om own(8w 1000. BHS'. LL►IEG, FLUS$ A OAB BMW PANRTB Iml OMB► =I w mo8 Ra196Sa91�8 ww w mac o/Ay IRC-9518-115—�—I •- fJ� 1NRIIN L PE IR 4a c01BBP SLEET S a'3