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RC-15-2002 t�ooIZ7 70 �b t1�-��c� ► �2� �7 J�� .10 4V r �\1q,°� Miami Shores Village RECEIVED g AUG 10 2015 Building Department v ` , 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Y Tel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 FBC 20 - BUILDING Permit NoAC /,SS— 2C0' Z PERMIT APPLICATION Master Permit No. Permit Type: BUILDING JOB ADDRESS: 11004 NW 2 AVE City: Miami Shores County: Miami Dade Zip: 33168 Folio/Parcel#: 11-2136-002-0240 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name(Fee Simple Titleholder):LSP HOMES LLC Phone#:305-527-3643 Address:455 NE 210 CIR TER#18-202 City: Miami State: FL Zip: 33179 Tenant/Lessee Name: Phone#: Email: kip77@yahoo.com CONTRACTOR: Company Name: KDF CONSTRUCTION, INC. Phone#: 305-244-8781 Address: 2689 Patrician Circle City: Kissimmee State: FL Zip: 34746 Qualifier Name: Kerrith Fiddler Phone#: 305-244-8781 State,Certification or Registration#: C4e /VA"Certificate of Competency#: Contact Phone#: Email Address: kdfconstructlon@Ilye.com DESIGNER:Architect/Engineer: Phony: J Value of Work for this Permit: $ JSquare/Linear Footage of Work: .20 D S Type of Work: ❑Addition ❑Alteration E(New ❑Repair/Replace ❑Demolition scription of Work:_ /�l&a /,& Color thru tile: Submittal Fee$ Permit Fee$ AG CCF$ .3. 60 CO/CC$ 1 • co Scanning Fee$ L f •60 Radon Fee$ • -%45 DBPR$ (45 Bond$ —� ! _ l�Ll q"! Notary$ Training/Education Fee$ ( °ZC� Technology Fee$ Q' 8 O Double Fee$ O(J Structural Review$ I G® ..Q 12) ,Q ( E,p,co ((so oo CJ 0 `'I'l TOTAL FEE NOW DUE$ 1 t Og-S 4 Bonding Company's Name(if applicable) Bonding;Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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 app oved and a tion fee will be charged. Signature Signature / Owner r A nt Contractor The foregoing instrument was acknowle ed before me this � The foregoing instrument was acknowledged before me this, day of k ,20 'rp— - " 1t-�_5AR day of q u S�,20 ,b P!rt�I h f� � Y 1�ft fr�a� who is personally known to me or who has produced >f Vis, who is personally known to me or who has produced+r+� "Vs Qs identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: '(" Sig Print: J qew 11/1 Print: L e rt,ki N S My Commission Expires. y "' " ` My Commission Expires: �►^° JAMIE IJAMIE JENKINS MY COMMISSION#FF009INS MY COMMISSION#FF009945 945 EXPIRES:April 21,2017 EXPIRES:April 21,2017 ************************* q ******************************************* APPROVED BY ` ` Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) * STATE OF FLORIDA --„ DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 -n- 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 FIDDLER; KERRITH DWAINE KGF CONSTRUCTION iNC 841 NW 173RD TERRACE MIAMI GARDENS FL 33169 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and STATE OF FLORIDA Professional Regulation.. Our prohssionals and businesses range .. from architects to yacht brokers,from boxers to barbeque restaurants, a DEPARTMENT.OF BUSINESS AND and they keep Florida's economy strong. r' PROFESSIGNAL REGULATIOtJ i Every,day we work to improve the way we do business in order to � CGC 1512188;�"�j�S-•U,E 08/06/2014 serve you better. For information about our services,please log onto , www.myfloridalicense.com. There you can find more information CERTIFIED GENEaAL-l2 about our divisions and the r ulatiof!s that im aCi yau,subscribs -. `';eL.- e3 F' . FIDDLER,KERRITH;D111AlyE� ---� , to department newsletters and learn more about the Department's M KDF CONSTRUE*TION��, initiatives. Our mission at the Department is:License Efficiently, Regulate Fairly. r+e constantly S.ri+E.0 SC-rv8 YOU b2ttci.,C:vtia:y^a C3n ser."s you; Llj_�ERTFIED under the provisions of Ch.489 FS. customers. Thank you for doing business in Florida, ��gpgp5gry�+3.5,. , 5c date:-AUG31.2016 2c'e I and congratu!stions on your ne 4,Iw.se. DETACH HERE PICK SCOTT, GOVERNOR KED!LAWSON, SECRETARY STATE OF FLORIDA- - DEPARTMENT-OF-BUSINESS AND PROFESSIONAL REGULATION _CON_STRUCTI.O_N'INDUSTRY-LICENSING BOARD r� j_-Ttie GENERAL-.CONTRACTOR- _ ��`�i Named.below,IS CERTIFIED- - - Unde'rthe-provisions of-Chapter 489 FS. _ --- I- Expiration-date:--AUG.31', 2016 FIDDLER;KERRITH DWAINEE, �KDF..CONSTRl1CTION 841"NW,173RD TERRACE~...`p'"'�'"'"." ' MIAMI1GARDENS''`.---FL--33169 ISSUED: 08/06/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1408060001396 STATE OF FLORIDA aw 'DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 FIDDLER, KERRITH DWAINE KDF CONSTRUCTION INC 841 NW 173RD TERRACE MIAMI GARDENS FL 33169 Congratulations! With this iicense you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range "rte DEPARSTATE.OF FLORIDA 1 from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT_OF BUSINESS AND 'r and they keep Fionda's economy strong. PROFESSONALIREGULATION=04 rl I� Every day we work to improve the way we do business in order to CFG1428135 -�] SURD. 08/06/2614 serve you better. For information about our services,please log onto i t www.myfloridalicense.com. There you can find more information ItRT!FIED PL�`UK1IBING GON,?iMCTOR I aboid our divisions and the reguiations that impact you,subscribe FlDDL" R,-KERRITHAW�AINE� ^" to department nevis!e!ters and!ear^ more about the Department's KbF'CONSTRUC,,.- ^NC�,,'�,s b .�, in�iath�es. - -. - `..:� �... � ' '.� Our missicn at the Department is:License Efficiently,Reguis:e Fairly. We constantly strive to serve you better so that you can serve your I IS CERTIFIED under the.provisians of Ch.4E9 FS. I customers. Thank you for doing business in Florida, Ezpralion date:AUG 31.2016 L140e060001299 and congratulations on your new license! - - DETACH HERE RICK SCOTT,GOVERNOR � - KEN 1AWSON, SECRETARY STATE;OF-FLORIDA r ✓ — — DEPARTMENT OF�_BUSiNE_SS AND'PROFESSiONAL REGULATION s ---CON! TRUCTION-INDUSTRY.LICENSING BOARD` 96 The.PLUMBING-CONTRA- Name'd-below-IS_CERTIFIED - Under the p ovisions,of-Chapte�489 FS. F:Expirafion.date-AUG 3'1,-2016`" FIDDLER-KERRITH--DWAINE.,, '�- ` KDF•CONSTRUCTION.IN&-- 841.NW 173RD-TERRACE 'MIAMI-GARDENS-,-- ft 33169 `ti`• ISSUED: 08/06/2014 DISPLAY AS REQUIRED BY LAW sEO# X1408060001299 aSTATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 w 11940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 FIDDLER, KERRITH DWAINE KDF CONSTRUCTION INC 841 NW 173RD TERRACE MIAMI GARDENS FL 33169 Congratulations! With this(cense you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses rangeS STAT E OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, - DEPARTMENT Q BUSINESS AND t and they keep Florida's economy strong. PROFE5S�61VAL'1REGULATION Every day we work to improve the way we do business in order to CCC1328860.,t ''ISSUED:.; serve you better. For information about our services,please log ontot �� www.myfloridalicense.com. There you can find more Information CERTIFIED ROQFING'CONTRACTOR about our d,rsiors and,he regulations that:mpaat you,subscribe � FIDDLER,KERkiffk' ltA'INE- —�' to department newsletters and learn more about the Department's KDF COp�gTRuGTION;�'NC�. : initiatives. Our mission at the Department is:License Efficiently, Regu!ate Fairly. i/Ve wnstantiy sirive to carve you baiter so tilai you can serve your ' customers. Thank you for doing business in Florida, k, IS CERTIFIED under the provisions of Ch.484 FS. and congratulations on your new;ic;ense! Expir-tio,raata. AUG Si,2016 �74,7d06tl;Gi254 DETACH HERE RICK SCOTT,GO`dERN^R KEN LAWSOON,SECRETARY STATE IF FLORIDA-. _ DEPARTMENT-OF•BUSINESS AND'PROFESSIONAL REGU:.ATION —CONSTRUCTION INDUSTRYL•ICENSING_ BOARD_ CCC1328850 - .._ -TheROOFING-CONTRACTOR - l• � � �fi r 'Named below:IS.CERTIFIED- - I Urider the-provisions.of Chapter 489 FS. r_ FIDDLER,'KERRITH DWAINE��-- ~�� ' 'KDF CONSTRUCTION INC---�' ! + "841 NW 173RD TERRAGE"'�--' " "' `�• �`"� '�'`�' •'MIAMi GARDENS --FL-33169 Ell ` ISSUED: 08/06/2014 _. DISPLAY AS REQUIRED BY LAW SEQ# L1408060001254 2016 PATSY HEFFNER, TAX COLLECTOR ACCOUNT NO. EXPIRES SEPTEMBER 30, 2016 OSCEOLA COUNTY, STATE OF FLORIDA 153887 LOCAL BUSINESS TAX RECEIPT fi BUSINESS 6420 ROOFING CONTR(DBPR/CMPCRD) RE NEWAL PATSY HEFFNER NE IV LICENSE TYPE Tax Collector TRANSFER "0.00 BUSINE5SI 163138 ORIGINAL TAX 30.00 KDF Construction,Inc. 2401423 AMOUNT 0.00 830 N.John Young Pkwy. 10/07/2015 " Kissfmmee, FL 34741 Oper NM PENALTY 0.00 Till 24 COLLECTION COST 0.00, Paid 30.00 TOTAL 30.00 CIT1(OF KISSIMMEE MAILING KDF Construction,Inc. " ADDRESS 830 N.John Young Pkwy. w Kissimmee, FL 34741 PATSY HEFFNER,TAX COLLECTOR- P.C. BOX 422105, KISSIMMEE FL 34742-2105 � CCC1328850 407-742-4000 THIS RECEIPT IS IN ADDITION AND NOT IN LIEU OF ANY OTHER LICENSE REQUIRED BYLAW " OR MUNICIPAL ORDINANCE AND IS SUBJECT TO REGULATIONS OF ZONING,HEALTH,AND ANY OTHER LAWFUL AUTHORITY. THIS LOCAL BUSINESS TAX RECEIPT IS FURNISHED PURSUANT TO CHAPTER 205 LAWS OF FLORIDA AND OSCEOLA COUNTY ORDINANCE 95-10, AS AMENDED The law requires this Local Business Tax Receipt to be displayed conspicuously at the place of business in such manner that it can be open to the view of the public and subject to inspection by all duly authorized officers of the County. Pursuant to State Law, all Local Business Tax Receipts shall expire on September 30th of the succeeding year. Those Local Business Tax Receipts renewed beginning October 1st shall be delinquent and subject to a delinquency penalty of 10% for the month of October, plus an additional 5% penalty for each month of delinquency thereafter until paid; provided that the total delinquency penalty shall not exceed 25% of the Local Business Tax Receipt for the delinquent establishment. A 25% penalty shall be imposed on any person engaged in any new business, occupation or profession without first obtaining an Osceola County Local Business Tax Receipt. PLUS: if delinquent more than 150 days, subject to civil actions and penalties, and a penalty of up to $250. This receipt is a Local Business Tax only. It does not permit the Local Business Taxpayer to violate any existing regulatory or zoning laws of the state, county, or cities, nor does it exempt the licensee from any other license or permits that may be required by law. This form becomes a receipt when validated by the Tax Collector. Note: Display in accordance with the county ordinance. Local Business Tax Receipts are subject to change according to law. KDF Construction, Inc. 830 N. John Young Pkwy. Kissimmee, FL 34741 2016 PATSY HEFFNER, TAX COLLECTOR ACCOUNT NO. EXPIRES SEPTEMBER 30, 2016 OSCEOLA COUNTY, STATE OF FLORIDA 153887 LOCAL BUSINESS TAX RECEIPT RENEWAL BUSINESS 6180 GENERAL CONTR(DBPR/CMPCRD) PATSY HEFFNER NEW LICENSE TYPE Tax Collector TRANSFER 0.00 163140 ORIGINAL TAX 0.00 BUSINESS AMOUNT 0.00 KDF Construction,Inc. 2401423 830 N.John Young Pkwy. 10/07/2015 Kissimmee, FL 34741 Oper NM PENALTY 0.00 Till 24 COLLECTION COST 0.00 Paid 0.00 TOTAL 0.00 CITY OF KISSIMMEE I MAILING KDF Construction Inc. ' ADDRESS 830 N.John Young Pkwy. I Kissimmee, FL 34741 PATSY HEFFNER,TAX COLLECTOR P.C. BOX 422105, KISSIMMEE FL 34742-2105 407-742-4000 CGC1512188 I r THIS RECEIPT ISIS ADDITION AND NOT IN LIEU OF ANY OTHER LICENSE REQUIRED BYLAW OR NU NICIPAL ORDINANCE AND IS SUBJECT TO REGULATIONS OF ZONING,HEALTH,AND ANY OTHER LAWFUL AUTHORITY. THIS LOCAL BUSINESS TAX RECEIPT IS FURNISHED PURSUANT TO CHAPTER 205 LAWS OF FLORIDA AND OSCEOLA COUNTY ORDINANCE 95-10, AS AMENDED The law requires this Local Business Tax Receipt to be displayed conspicuously at the place of business in such manner that it can be open to the view of the public and subject to inspection by all duly authorized officers of the County. Pursuant to State Law, all Local Business Tax Receipts shall expire on September 30th of the succeeding year. Those Local Business Tax Receipts renewed beginning October 1st shall be delinquent and subject to a delinquency penalty of 10% for the month of October, plus an additional 5% penalty for each month of delinquency thereafter until paid; provided that the total delinquency penalty shall not exceed 25% of the Local Business Tax Receipt for the delinquent establishment. A 25% penalty shall be Imposed on any person engaged in any new business, occupation or profession without first obtaining an Osceola County Local Business Tax Receipt. PLUS: if delinquent more than 150 days, subject to civil actions and penalties, and a penalty of up to $250. This receipt is a Local Business Tax only. It does not permit the Local Business Taxpayer to violate any existing regulatory or zoning laws of the state, county, or cities, nor does it exempt the licensee from any other license or permits that may be required by law. This form becomes a receipt when validated by the Tax Collector. Note: Display in accordance with the county ordinance. Local Business Tax Receipts are subject to change according to law. KDF Construction, Inc. 830 N. John Young Pkwy. Kissimmee, FL 34741 2016 PATSY HEFFNER, TAX COLLECTOR. ACCOUNT NO. EXPIRES SEPTEMBER 30, 2016 OSCEOLA COUNTY, STATE OF FLORIDA 153887 LOCAL BUSINESS TAX RECEIPT BUSINESS 6370 PLUMBING CONTR(DBPR/CMPCRD) RENEWAL PATSY HEFFNER NEW LICENSE i TYPE Tax Collector TRANSFER 0.00 163139 ORIGINAL TAX 0.00 {BUSINESS! 2401423 AMOUNT 0.00' KDF Construction,Inc. 24014 3 830 N.John Young Pkwy. 10/0NM PENALTY 0.00 I 015 Kissimmee, FL 34741 Oper Tlli 24 COLLECTION COST 0.00 I Paid 0.00 TOTAL 0.00 CITY OF KISSIMMEE MAILING KDF Construction,Inc. '. cl.{s t ``••� {``/ �'` �' l ADDRESS 830 N.John Young Pkwy. ' ! Kissimmee,FL 34741 PATSY HEFFNER,TAX COLLECTOR I P.O. BOX 422105, KISSIMMEE FL 34742-2105 407-742-4000 CFC1428135 I I THIS RECEIPT IS IN ADDITION AND NOT IN LIEU of ANY OTHER LICENSE REQUIRED BY LAW , OR NUNICI PAL ORDINANCE AND IS SUBJECT TO REGULATIONS OF ZONING,HEALTH,AND ANY OTHER LAWFUL AUTHORITY. THIS LOCAL BUSINESS TAX RECEIPT IS FURNISHED PURSUANT TO CHAPTER 205 LAWS OF FLORIDA AND OSCEOLA COUNTY ORDINANCE 95-10, AS AMENDED The law requires this Local Business Tax Receipt to be displayed conspicuously at the place of business in such manner that it can be open to the view of the public and subject to inspection by all duly authorized officers of the County. Pursuant to State Law, all Local Business Tax Receipts shall expire on September 30th of the succeeding year. Those Local Business Tax Receipts renewed beginning October 1st shall be delinquent and subject to a delinquency penalty of 10% for the month of October, plus an additional 5% penalty for each month of delinquency thereafter until paid; provided that the total delinquency penalty shall not exceed 25% of the Local Business Tax Receipt for the delinquent establishment. A 25% penalty shall be imposed on any person engaged In any new business, occupation or profession without first obtaining an Osceola County Local Business Tax Receipt. PLUS: if delinquent more than 150 days, subject to civil actions and penalties, and a penalty of up to $250. This receipt is a Local Business Tax only. It does not permit the Local Business Taxpayer to violate any existing regulatory or zoning laws of the state, county, or cities, nor does it exempt the licensee from any other license or permits that may be required by law. This form becomes a receipt when validated by the Tax Collector. Note: Display in accordance with the county ordinance. Local Business Tax Receipts are subject to change according to law. KDF Construction, Inc. 830 N. John Young Pkwy. Kissimmee, FL 34741 JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 1/18/2015 EXPIRATION DATE: 1/17/2017 PERSON: FIDDLER KERRITH D FEIN: 030597899 BUSINESS NAME AND ADDRESS: KDF CONSTRUCTION INC 2689 PATRICIAN CIRCLE KISSIMMEE FL 34746 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL LICENSED PLUMBING LICENSED ROOFING CONTRACTOR CONTRACTOR CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 Water and Sewer PO Box 330316•3575 S.Lejeune Road MIAM IDMADE Miami, Florida 33233-0316 VERIFICATION FORM T 305-665-7471 THIS FORM IS NOT VALID WITHOUT A PAID INVOICE AND EXPIRES ONE YEAR FROM THE DATE ON FORM miamidade.gov ATLAS PAGE: F-7 INV#: 12978 FORM#: 201553396 DATE: 12/18/2015 NAME OF OWNER: LSP HOMES LLC M2015013514 ................... .......... ................ PROPERTY ADDRESS: :11004 NW 2 AVE ....... .... PROPOSED USAGE SINGLE FAMIY RESIDENCE ON SEPTIC TANK PER PAPER PLANS NO. OF UNITS: .......... ................ REPLACES: PREVIOUS SFR BUILT 945, CCB PREMISE ID 7275672200 WATER ONLY USAGE/NO. OF UNITS: �cPROPERTY LEGAL: �52 41 SHORELAND HGTS PB 43-85 LOT 21 &N25FT OF TH PT N L TS 0,&_ ...............I........ ..... ...........-------- FOLIO NUMBER: 11-2136-002-0240 GALLONS PER DAY INCREASE: .............................................. PROPOSED FLOW: 220: PREVIOUS SQUARE FOOTAGE: 1,2231 V NEW CONSTRUCTION ...............__........... PREVIOUS FLOW: 220 PROPOSED SQUARE FOOTAGE: 2,4001 ❑ INTERIOR RENOVATION ADOPTED FLOW: 01 ❑CRITICAL HABITAT ❑SEWER ONLY ................... THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N)____4 INCH WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY,(OR, IF"WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT,(AGREEMENT ID# 22636) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHDRAWAL. Karina Campos-New Business B Representative Y: SI OF REPRESENTATIVE AUTHORIZED BY ................. .............- .............. NEW BUSINESS COMMENTS: 20151109 DEVELOPMENT COMMITTEE RESULT NO ATER MAIN EXT, PRESSURE EST OK,MUST INSTALLED 5/8",'INSTALLATION',TAKES 8-101N EEK5,MUST UPGRADt.fb 11,Svc THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE GRAVITY SEWER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE Wjl�,Ijq.TO SERVE THE SUBJECT PROPERTY,(OR, IF"WILL HAVE",UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF SEWER :*696: SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGIRFOAM ID#22536).*. • t)%R MAT*FERt* SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION' 0000 OF SEWAGE DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENT%SYSTEM PUS.T 00000 BE OBTAINED FROM D.E.R.M. THE ANTICIPATED DAILY WATER AND/OR SEWAGE FLOW FOR THIS PRO,?ec?TVILL BE: 1" *000•:0 GALLONS[0] GALLONS PER DAY INCREASE. Karina Campos-4ew 6*usinw.... BY: Represenfaule: SIGNATURE OF REPRESENTATIVE AUTHORIZED BY NEW BU NESS COMMENTS: !STATE OF FLORIDA DEPT OF HEALT SEPTIC TANK APPROVAL PERMIT#13-SC-1573085 APPLICATION#AP1 167408 ......................................... .............. ............................................. ...........- .............. THIS VERIFICATION LETTER CERTIFIES THE AVAILABILITY OF A WATER AND/OR SEWER MAIN ONLY,AND IT DOES NOT GUARANTEE THE EXISTENCE OF A WATER SERVICE LINE OR OF A SEWER LATERAL WITH SUFFICIENT DEPTH TO SERVE THE PROPERTY. FOR ADDITIONAL INFORMATION CALL 786-268-5249/5295. SHOULD IT BECOME NECESSARY TO INSTALL A SERVICE LINE AND/OR A SEWER LATERAL WASD REQUIRES THAT THE DEVELOPER RETAINS SERVICES FROM DESIGNERS AND CONTRACTORS WITH SKILL SETS FOR DESIGNING, BUILDING AND CONNECTING TO PUBLIC WATER AND SEWER SYSTEMS. CONTACT NAME: KENNY PARIS Printed On:12/1812015 NB: Karina Campos CONTACT PHONE: (305)527-3643 9:46:58 AM 4 1 L AUTHORIZED BY: J�Ie, I%— F-1 f- —1 IV OCT 28 2015 MIAMI•DADE BY' _ E' 11—DA� OUNTY PRODUCT CONTROL SECTION DEPART'NIENT OF REGULATORY AND ECONOM 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NO " 1"�w.miamidade.eoy/ecoiiomv Lawson Industries,Inc. 8501 NW 90_Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"HS-8700(Flange-Frame)" Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L8700--0901, titled "HS--8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B", dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos,P. E.,beating 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, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been frled'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 9OA!Ua2l be.prof i*d.to the user by the manufacturer or its distributors and shall be available for inspee�on-t t1be3o&sha:44h'e•request of the Building Official. This NOA revises NOA No..12-0127.08•atrd LMsistSoflhis•page-I and evidence pages E--1, E-2 and E-3; as well as approval document mentioned above. The submitted documentation was reviP,-&gd4V Jairpe•Ds E3ascon,,.P.-FA .. . . .. . . . . . .. % •• •• NOA No.1"9Q8,14 MIAMEDADE COUNTY Expiration Date: April 11,2017 -J t`"••• Approval Date: November 13 2014 . ... . ` ••• Page 1 . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . � T Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . (Submitted under previous NOA No. 11-0 705.10) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision `B" dated 08/11/14,prepared by manufacturer, and signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per'FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3049 and HETI-10-3051,dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3) 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3048, HETI-10-30491, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-103226, dated 03/23/11, signed and sealed by Candido F. Font,P. E. (Sub»titted under previous NOA No. 11-0705.10) 4. 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 ftiviM pn;i installation diagram of an aluminum horizontal sliding window, XOX c5nfigu>:aftf, jrtpared:6Hurricane Engineering & Testing, Inc., Test Report No. H&I-. '3,' S ejj4 0.4/-25/11, signed and sealed by Rafael E. Droz-Seda; P.-E. Submitted under leviousNOANo. IX.-070 .1 • • • • • . Jaime D.Gascon,P.E. .. . . .. . . . . . • •• •• Product Control Section Supervisor NOA No. 14-0908,14 Expiration Date: April 11,2017 •: ':' : : Approval Date: November 13,2014 • .. .. • • • .. .. Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)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 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08--20371 HETI-08-2038, HETI-08 2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font,P. E. (Submitted artider previous NOA No. 09--0706.05) 6. Test reports on: 1)Air Infiltration Test, per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked—tip drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300--04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No*13'M29.27A3sub4t4 R.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®P;Vt 1niei*+-"diated 04/11/13,expiring on 12/11/16. • ••• • ••• ♦ may.- '^"� • • • • • •• : : ; Jaime D.Gascon,P.E. . . . . .. •• '• . Product Control Section Supervisor . .. . ••• .• NOA No. 14-0908.14 Expiration Date: April 11,2017 ••• • • ••• • Approval Date: November 13,2014 •EV.10 • • • • • . •• •• . . . •• .. . ... . . . ... . . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 14-0423,17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. . F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized tinder the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J Sotos, P.E. (Submitter)under previous NDA No.12-0127.08) 4. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10 3047, HETI-10- 3048, HETI-10-3049, HETI-10-30491, HETI-10-3050, HETI-10-3051, HETI- 10-3052% HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-3130, HETI-10-3131, HETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-10- 3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11,signed and sealed by Candido F. Font,P. E. (Submitted corder previous NOA No. 11---0705.10) 6. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz-Sella, P. E. (Submitted underprevious NOA No. 11-0705.10) 7. Laboratory compliance letter for Test Reports No.'s HETI08 2033, HETI-08-- 2034, HETI-08-2035) HETI-08 2036, HETI-08-2037, HETI-08-2038, HETI- 08-2116A and HETI-08211611, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F..Font,P.E. (Submitted under previous NOA No. 09-0706.05) 8. Laboratory compliance letter for Test Reports No.'s FTL3097, FTL--3098 and FT1-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, .12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitte(l under previous NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No' ?2:012;7.082 Astied'to Lawson Industries, Inc. for their Series "HS-8700 (Flang&.Fr=c l jkltu4i>Zn-a 14prizontal Sliding Window - LMJ.", approved on 03/29/12 aria expiring on 04/f 1111.0 �-- �_._- • Janne D.Gascon,"P.E. ' ' • • • • • • Product Control Section Supervisor • •• • • • • • •• ••• ' " NOA No. 14-0908,14 Expiration Date: April 11,2017 ••• ••• Approval Date: November 13,2014 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A Al A Al General Notes: 1.) THIS WINDOW SYSTEM IS DESIC REQUIREMENTS OF THE 2Q14 I // \\ VELOCITY HURRICANE ZONE (H IS IMPACT RESISTANT. (SHUTTI 2.) WOOD BUCKS SHALL BE INSTAL RESISTS THE SUPERIMPOSED I C E E \\ 0 C OF 2014 F.B.C. & TO BE REVII 3.) ANCHORS SHOWN ON SHEET 2 ALL WINDOW SIZES ARE NOT T, (O.C.), AND AS TABULATED ON B B 1 B Bi 4.) ANCHOR CONDITIONS NOT DES( ENGINEERED ON A SITE SPECT: T0.BE REVIEWED BY BUILDING NOTE; TABULATED HEREIN (SEE SHEE OX XQ 5.) WINDOWS ARE QUALIFIED FOR 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. LAMINATED INSULATED GLASS ' 2 FOR VERTICAL CROSS—SECTION DETAILS "A, Al, B, & Bl' REFER TO SHEET #3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "C, D. & E" REFER TO SHEET #4 6.) WINDOWS WITH GLASS TYPES "A 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ, THE I.G. EXTERIC . 7.) SEE SHEET 4 FOR LOCK DETA • •• f4 Al '• 8.) SEE SHEET 9 FOR GLASS TYPI 0000.. 9.) SEE SHEET 6 FOR DESIGN PR: 0000.. • •• •• 10.) SEE SHEET 7 FOR DESIGN PR' '•"' •.•• // 11.) SEE SHEET 8 FOR DESIGN PR. 0000. +�.. 0000\\ 0 0:0 0 ..\V ... \\� / 12.) FOR OPTIONAL FRAME INSTALL • 0• •�. � •••,�\� 'j/.' 13.) EXT. & INT. FALSE COLONIAL MU: • � �e ��\ / E 14.} AOOD BUCKS IN CONTACT WITH BY OTHERS), PRIOR TO WINDGV & NOTES) WOOD BUCKS TO BE •• 24 SECTION 11.3.3.3. 9:0 • B i 15.) APPROVAL APPLIES TO SINGLE U: 16.) SEE SHEET # 5 FOR MULIION/M 17.) MULLING HORIZONTAL SLIDING WI X0 —Equal Lite (1Z3-1Z3_113) WINDOWS USING A MIAMI—DADE ( NOTES: THE LOWER DESIGN PRESSURE F 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. 2 FOR VERTICAL CROSS—SECTION DETAILS "A, Al, B, & Bl" REFER TO SHEET #3 18.) ALL METAL/STEEL IN CONTACT 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D, & E" REFER TO SHEET #6 PAINTED OR PLATED AND SHALL 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A Al • TEST UNIT SIZE: 111" X 63" 85 3/8' OVERALL FRAME WIDTH TEST UNIT SIZE: 74" X 63" INSTALLATION FASTENERS 84 3/8' INTERIOR FRAME WIDTH INSTALLATION FASTENERS• (A) 10 AT FRAME HEAD TWO ADDITIONAL ANCHORS (A) 6 AT FRAME HEAD (l4 AT FRAME HEAD IF DP ABOVE 70.0) REQUIRED AT MEETING RAILS (8 AT FRAME HEAD IF DP ABOVE 70.0 (B) 10 AT EA. FRAME SILL A A 1 FOR UNITS WITH DP ABOVE (B) 6 AT EA. FRAME SILL +/- 70PSF L4 TOTAL) (14 AT FRAME SILL IF DP ABOVE 70.0) 5' (8 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB :7$� 4' f--11 75-1 (C) 6 AT EA. FRAME JAMB •SEE GENERAL NOTE #3 & #4. (MAX.MAX C.) I •SEE GENERAL NOTE #3 dt #4. (TYP5{7'ALL CORNERS) II Ii I.Lox. D.L.O Widt moxl�D.L.O. 1 dth 1 24 3/8", 24 3 I '13 1/4O.C. n =-II--- - -I' y F- H to 0 E /,/o , L LLJW WI� tl It �_� / 1/4' O.C. W � t a• N I// iy D;; // _ of o w __�(-___--;G 13 1/4' O.C. w • •• F_ // Q I� it o W F- • • • • • ••• • • •• o v . o X .• ••: • • t . •7 I� �1 , • • �a�••� (U B B1 I �� 13 1/4' O.C. 1' 1 •• ••• • •• li II • • •• •• •••• ease ANCHOR NOTESI I7 1791 I1 ' ` ` • EXT. L INT. FALSE COLONIAL ANCHOR NOTE ``••• 1. SAME ANCHOR SPACING AT HEAD L SILL •• •'• •••• ••:••• 2. TWO ADDITIONAL ANCHORS REQUIRED MUNTINS ARE APPLIED W/ 1. SAME AUDIT` • • AT MEETING RAILS FOR UNITS WITH AV SILICONE AND ARE 2. TWO ADDIT. • "" • `• DP ABOVE +70PSF / - 75PSF (4 TOTAL) AVAILABLE AS OPTIONAL. AT ABOVE( • • • DP ABOVE •••••• N�TE "XOX" WINDOW EQUAL LITE ` • f�S IVERTICAL CROSS-SECTION DETAILS 'A, Al, B, L Bl' AT SHEET 43 TEST UNIT SIZE: Ill" X 63" 2. SEE: HORIZONTAL CROSS-SECTION DETAILS 'C, D, 8 E' AT SHEET #5 ZIl INSTALLATION FASTENERS Ott 111' OVERALL FRAME WIDTH 1. 2. (A) 10 AT FRAME HEAD 110' INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF DP ABOVE 70.0) TWO ADDITIONAL. ANCHORS (B) 10 AT EA. FRAME SILL A Al REQUIRED AT MEETING RAILS (14 AT FRAME SILL IF DP ABOVE 70.0) / ' +�R 70PSF <4TTOTAL)ROVE 5, SERIES— (C) 5 AT EA. FRAME JAMB r7$ I 4' 12 —' SEE GENERAL NOTE #3 & #4. I I mm. 0.C.) I I (( FLA] 5LALLI'�'CORNERS) -Max. D.L.O. 1'Cd Moll. D.L.O. ill)dth 24 3/8", I- _ 13 1/4' D.C. W W �p 11 11 f. I- 3: E 0 ul W ¢ _=-�L---1' -- Y� /� 13 1/4. O.C. 17 / i , x° 1/4' TAPCON W/ 1 1/4' STUCCO OVER 1 MIN: EMBEDMENT INTO CONC. EXTERIOR GRAD (SEE ELEVATION AT SHEET #2 1, ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFII FOR MAX. FASTENER SPACING) & TO BE REVIEWED BY BLDG, OFFICIAL (TYP.) (EXTERIOR FINI 1 1/8' MIN. 2. WOOD BUCK AND FRAMING (NOT BY LAWSON NOT BY LA-WSOI INDUSTRIES) MUST SUSTAIN LOADS IMP❑SED EDGE DISTANCE BY THE GLAZING SYSTEM v AM IN, a a EMBEDMENT- 4- J!' 4.. EXTERIOR GRADE--j12 MAX. SHIM SPACE •=•r:;: �; PERIMETER CAULKING (TYP,) • •• n li • w • !i 1! ••• • . •• - II 15 • • • . 11 !' !I !' !' ° EXT. GRADE PERIMETER •••••• !i !i !i !; ii w • 4 II !i 15 I� II !! CAULKING NOT BY ' • •••• !� 'i 'LAWSON INDUSTRIES', • •• r TO BE APPLIED BY OTHERS • • • • • �i jj !j " j! •• • •••• •••••w I ii il i ii I° •� • •• w •••• II Ij II ,! ;j • • • • f 11 I1 II 11 II • • w •• ••.• i{ ii ii ii ii " •••.•• ;' �; ; 'i CLEAR SILICONE ADHESIVE EXTERIOR . ..t. r... •.:... !I ;! ,! I! BEDDING COMPOUND 2• . I! !! 1! ,! ii 34 A 1 •' '' z.•„•;EXTERIOR' INTERIOR ALTERNATE DETAIL Q Q { I': !i LAMINATED GLASS J �N 1 !! !! !i �! 33 Q I I! II if V! I 14 !! ji �: •j is is - !i i! 6 !i ii ji ji ii 'i li ii !; II 3 A { I! I! 27 1YIdI 0 zr 1 II 11 !1 ;j II jl 11 1. THI 20 GR r SILL RISER - OPTIONAL BY r ' APPLIED WITH SILICONE 2' TH I SEE DP CHARTS ON BE BY 2 SHEETS #4, #5, & #6. I I III 26 10 32 I I M S01 I ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS i TO BE REVIEWED BY BLDG, OFFICIAL (TYP.) BY OTHERS (TYP.) 2, WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED INTERIOR FINISH BY THE GLAZING SYSTEM (BY OTHERS) 21 23 LAMINATED GLASS 1/4' MAX. 33 SILICONE ADHESIVE #14 S.M.S. W/ 1 1/4' SHIM SPACE BEDDING COMPOUND S MIN. EMBEDMENT INTO WOOD, (TYP.) (SEE ELEVATION AT SHEET #2 7 17 34 INTERIOR FOR MAX. FASTENER SPACING) 2X27 1 _4' MIN. EM t= ENT .................... 10 MIN, EDGE 16 go o•DISTANCED 00*0: * a 9 0 g 00009: 8 11 :*go* ---------- . .............. ----------- 0 Soo*** ----------- • ... .... -------------- ::**;TERI&e-"**ALL F2*bw*tw0'0'__j 0. go: *0000 14 o9oBY OTHEOS (PTYP.) oeee 000000 4 EXTERIOR 18 11 00000 es:00 0 @) %"tCO OVCR0UL LATH NAILED To A 0 IOR GRADE PLYWOOD SHEATHING EXT. GRADE PERIMETER Wit SPECIFIED BY ARCHITECT OR G.C. CAULKING NOT BY (EXTERIOR FINISH BY OTHERS) 'LAWSON INDUSTRIES-, NOT BY LAWSON INDUSTRIES, INC. TO BE APPLIED BY OTHERS 73' MAX. (TYP.) WINDOW FRAME BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE "OX" REVERSED 30 31 WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK—BEDDED W/ AN EXT. 8 8 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO —1C) r-10T__I0 r r RF" 'RFAl Fn W/ AN ApppnVFTI FYTFRinR GRAnF rAIII.K F jr--lr nm DESIGN L OAD CAPACITY(PSF)- OX or XO WINDOWS # # +/-Pressures (pst) WINDOW Jamb H&S Glass T e"A" *2 Glass T e "B" *2 Glass T e "C" (*2) Glass Type "D"TA WIDTH HEIGHT Anchors Anchors + psf - psf + psf - psf + psf - psf + psf - s 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.( 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.1 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.1 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.1 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.I 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.1 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.1 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.1 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.1 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.1 • 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.1 • --0-36 . 4$ '.' 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.1 • *see 48 48 • • 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.1 60 48 "• •• 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.1 • ...72 '. ..' 48 :.. .. 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.1 000 24 60 .•• •. 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70. --:36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70. . ...48 . .. 60 ..: .. 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70. .. 5 1 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70. 72 .• .•. 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70. 26.5 26 3 . 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70. 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70. 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70. 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70. 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70. 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70. 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70. 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70. 26.5 50.625 . 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70. 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70. 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70. 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70. 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70. 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70. 53.125 58 1 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70. 7A so I r I n I cs n as n -9 n I CM, n 1 71) n 7n n in n 7n DESIGN LOAD CAPACITY PSF -XOX WINDOWS with Un +/- Pressures s :.FRAME SIZE #Jamb # H 8< S Glass Type "B" * 2 G lass Type "C" (* 2 Glass T e "D" * 2 Glass Type "E" WIDTH ': HEIGHT Anchors Anchors + psf - psf + psf - p sf + psf - psf + psf ' - 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 7! 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 7! 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 7! 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 7: 108 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 7; 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 7', 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 7! 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 7: 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 7'. 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 7'. 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 71 72 • 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 7'. "':84 . 48 '.' 4 8 - - 52.0 52.0 65.0 75.0 65.0 7! ••••96 • 48 • ; 4 10 - - 52.0 52.0 65.0 75.0 65.0 7'. 108 48 "' 4 11 - - 52.0 52.0 65.0 75.0 65.0 7! 000&60 •. ..• 60 :.. .. 5 7 - - 52.0 52.0 65.0 75.0 65.0 T 0:0-72 0 • 60 •• 5 7 - - 52.0 52.0 65.0 75.0 65.0 7 ...;84 •• 60 •' 5 8 - - 52.0 52.0 65.0 75.0 65.0 7: '96 60 • 5 10 - - 52.0 52.0 65.0 75.0 65.0 7: • 108 '. ..' 60 . 5 11 - - 52.0 52.0 65.0 75.0 65.0 7: ••••74 • 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 7. 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 7 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 7 74 58 5 7 - - 52.0 52.0 65.0 75.0 65.0 7 74 63 5 7 - - 52.0 52.0 65.0 75.0 65.0 7 79.5 26 3 9 - - 52.0 52.0 65.0 75.0 65.0 7 79.5 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 7 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 7 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 7 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 7 106.25 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 7 106.25 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 7 106.25 50.625 4 11 - - 52.0 52.0 65.0' 75.0 65.0 7 106.25 58 5 11 - - 52.0 52.0 65.0 75.0 65.0 7 106.25 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 7 111 26 3 11 - - 52.0 52.0 1 65.0 75.0 65.0 7 111 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 7 4 4 4 r-f% Cn G A 1 449 rf n 97 n Cc n 79 n G9 n 7 DESIGN LOAD CAPACITY(PSF) -XOX WINDOWS with + /- Pressures(pst) FRAME SIZE :` #Jamb # H & S Glass Type "B" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type ' E WIDTH HEIGHT I Anchors Anchors + psf - psf + psf - psf + psf - psf + ps _ 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 7 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 7 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 7 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 7 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 7 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 7 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 7 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 7 84 ; ••. 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 7 ...:60 . 60 •.• : 5 7 - - 52.0 52.0 65.0 75.0 65.0 7 ••••72 • 60 : : 5 9 - - 52.0 52.0 65.0 75.0 65.0 7 1900084 . .. 60 .. .. 5 9 - - 52.0 52.0 65.0 75.0 65.0 7 '0:58.1250' e" 26 "'F 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 7 53.123. '.38.37'5• 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 7 53.125 50.625: 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 7 53.125. ••- 58 ; •• 5 6 - - 52.0 52.0 65.0 75.0 65.0 7 "53.125; ••; 63 S 6 - - 52.0 52.0 65.0 75.0 65.0 7 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 7 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 7 74 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 7 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 7 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 i 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 7 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 7 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 7 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 i 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 i 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 i 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 11 19 # 12 X 3/4' S.D.S. HS-1370( 33 ALUtdINUM MULLION FLAT HEAD, PHILLIPS, 34 SEE MULLION APPROVALS FOR (SEE ELEVATION AT SHEET #2 ITEM # PART ! MULLION TYPE, SIZE AND MAX. FOR MAX. FASTENER SPACING AND -' 'SILICONE OPTIONS', DESIGN PRESSURE LIMITATIONS. ------ DP TABLES FOR QUANTITY) 1 L--7703 DOW CORNING 899 (ALUM. 0.078" MIN. THICK) SCHNEE-MOREHEAD 5731 �__ 2 L-8701 TREMCO SPECTRUM 2 0.600• 3 L-7701 GLAZING DEPTH NOTE: THE LOWER'PRESSURES OF INTERIOR 4 L-7704 LAMINATED GLASS COMPOSITION - TYPE H THE WINDOW OR MULL SHALL GOVERN - - _ ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 5 L-7705 1 1/8' ANNEALED GLASS =i=:= - - - - 6 L-7707 2 0.090' SAFLEX/KEEPSAFE 90' PLASTIC INTERLAYER llqA By, 'SOLUTIA' 7 L-8703 3 1/8' ANNEALED GLASS 1 a34a 8 L-7706 LAMINATED GLASS COMPOSITION — TYPE D 9 L-8702 ITI1/ GLASS DISCIOPT70N 01 DETAIL LAMINATE DESCRIPTION 10 L-8705 1 1/8' HEAT-STRENGHTENED GLASS _. _ _.=- ---------------- 11 L-7708 AS _ BUTACITE PVH ------ 2 0.090' PLASTIC INTERLAYER By- 'DUPONT' 12 FS--006 AS 3 1/e' HEAT-STRENGHTENED GLASS I �' EXTERIOR GRADE-----J141NOOY! FRAME 13 FS 040 A: • • PERIMETER CAULKING .... MATED.GI.ASS.COMPOSITION - TYPE E EXTERIOR 14 L-7531 AS OLP'9fB'dMUPTt N • DETAIL TAMINATR DESCRIPTION 15 PWS-003 AS i 1/8' HE T-STRENGH •Ss _-__-_ = E2 FRAME MULLING DETAIN 16 PWS-005 AS _ _ 2 0.090' PL TIC INTE E SAFLEX/KEEPSAFE .t�1 By+ 'SOl UTIA' 17 PWS 009 A: 108 3 1/8' FERT- tRENGH SS 1 1 4340' • 18 L-7711 A! i ATED.GLASS•COMPOSITION - TYPE F SEE MULLION APPROVALS FOR 19 PWS-001 A: 0 RIPTI DESCO DBTAII. LAMINATE DESCRIPTION MULLION TYPE, SIZE AND MAX. .... DESIGN PRESSURE LIMITATIONS. 20 L-8706 A: 1 1/8• ••• BUTACITE PVB ED GLAS • - -- NOTE: THE LOWER PRESSURES OF 2 0.090' tC INTE AY" -Y - - Bye 'DUPONT' THE WINDOW OR MULL SHALL GOVERN 21 L-7539 3 T/8' ANNEAL D GLASS • ; _ a3�o 1/4' MAX. # 12 S.D.S. X 1 1/4" L. 22 HC-057-1 •••••• SHIM (SEE ELEVATION A7 SHEET /2 23 L-7523 1 19 18 �� INTERIOR FOR MAX. FASTENER SPACING) 24 25 FS-041 26.1 HC-044-1 34 — — — _ — — 'SILICONE OPTIONS'. 26.2 HC— I DOW CORNING 899 27 HC-040-1 SCHNEE-HOREHEAD 5731 33 0.600'—I TRENCO SPECTRUM 2 28 HC-026-1 GLAZING DEPTH INSULATED LAMINATED GLASS COMPOSITION TYPE A 29 ITEM GLASS DISCRIPTION DE'T'AIL LAMINATR DESCRIPTION 1SZ_ � 30 HC-058-1 1 1/8' ANNEALED GLASS _ __ _1 31 HC--059-1 2 0.090' PLASTIC INTERLAYER Q v4• SAFLEX PVB PERIMETER WINDOW FRAME NOTE: 32 L-8830 I X 3 1/8' ANNEALED GLASS =__ — Bys 'SOLUTIA' SEALANT 1. ALL STEEL IN CONTACT WITH 3I1 4 1/4' INSULATED AIR SPACE _ _ EXTERIOR ALUM. TO BE PAINTED OR PLATED. 33 � if 5 1/8' ANNEALED GLASS (■) 4340 2. METAL STRUCTURES: 34 A: A) STEEL : Fy - 36 KSI MIN. 35 OPTIONAL A: ") INSULATED LAMINATED GLASS COMPOSITION TYPE C (STEEL 18 GA. MIN. THICK - 0.048 ITEM GLASS DESCRIPTION DETAIL rp, ATE DESCRIPTION B) ALUMINUM : 6063-T5 MIN. 36 SM-5504 Al' ANNEALED GLASS (ALUM. 0.078" MIN. THICK) 37 11f A! - - - "--�_1 E 1 METAL STRUCTURE ATTACHMENT DETAIL 2 0.090' PLASTIC INTERLAYER 1 I fit iia• A FRAME HEAD FRAME FIXED JAMB SILL TRACK L-7703j--1.250 L-7701 L-8702 0 0 o .093 .750 .062 F _i� 1.285 2.643 .844 SILL RETAINING CLIP .062 I L-8705 i 12 2.651 1 VENT TOP RAIL FRAME JAMB FRAME SILL FRAME VENT JAMB ' L-8701 6• L-8703 1.466 LM- -.062 .... 2.000 • 0000 • • • • • .754 1_ O • • 0000• • •••. .• .. .• VENT TOP CORNE 2.374 R • VENT SPRING LATCH 0000 0000 0000•• • •:•. ••.662 •s••• —,062L—7539 .062 2.643 • ••ac • s • •••••• { YrLNr JBMB RAIL • 0000 I �\ • • 0000 • ••• 1.23,5 • • • • 0000 • • • ••••• r*eVENT LOCK RAIL I---2.655 ,698 1 VENT INTERLOCK RAIL FIXED MEETING RAIL L-7705 L-7704 VENT TOP/BOTTOM RAIL j L-7707 ' T.062 O VENT BOTTOM RAIL l ,062- 2 85 0622,285 1,375 I VENT BOTTOM CORNELS R A78 12 I 1.504 062jr &S FRAME & SASI IA7S--I OCT 06 2015 M IAM I-DARE BY: TY PR CT CONTROL SECTION WL 11805 SSV 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECO _ S ) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVI N T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE ImWWW.Miamidade.gov/economy Nu-Vue Industries,Inc. 1055 East 29'h Street Hialeah,FL 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series AB,NVSTA,NVHTA,NVTHJ,IKE,NVTT and NVHC-37 Steel Wood Connectors APPROVAL DOCUMENT:Drawing No.NU-1,titled "Truss and Top Plate Anchors",sheets I through 4 of 4,dated 02/18/2008,with last revision dated 01/25/2012,prepared by Nu-Vue Industries,Inc., signed and sealed by Vipin N.Tolat,P.E., bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the expiration date may be displayed in advertising Jit%rgirp. If ap y portion of the NOA is displayed,then it shall be done in its entirety. . INSPECTION: A copy of this entire NOA.4mll be prov ded to letse: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#12-0130.32 and consists of this page 1 and evidence page E-1,as well as approval . . . . ... document mentioned above. • :... • • ..• • • • The submitted documentation was reviehted by Car1Qs NJArtrq,P& ••• •• NOA No.13-0206.17 MIAMI�ADECOUWTY Expiration Date: May 22 2018 p� Y , "'' ' ': •;• Approval Date: May 2,2013 ��~• •`� •� Page 1 Nu-Vue Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED " A. DRAWINGS 1. Drawing No.NU-1,titled"Tiuss and Top Plate Anchors",sheets 1 through 4 of 4,dated 02/18/2008,with last revision dated 01/25/2012,prepared by Nu-Vue Industries, Inc.,signed and sealed by Vipin N.Tolat,P.E. B. TESTS "Srtbmitted under NOA #08-0325.02" Test reports on wood connectors per ASTM D1761-88 by Product Testing,Inc.,signed and sealed by C.R. Caudel, P.E. Report No. Wood Connector Load Direction Date 1. 05-5195A AB-5 F1 and F2 06/03/05 2. 05-5196A AB-7 F1 and F2 06/11/05 3. 04-4995 NVTHJ-26 Upward 01/31/05 4. 04-4996 NVTHJ-28 Upward 01/31/05 5. 05-5612 IKE-1 Upward, Ll and L2 03/20/06 6. 06-5622 IKE-2 Upward,L1 and L2 05/01/06 7. 04-4908 NVTT Upward and Ll 07/21/04 8. 03-4631 NVTT Upward and Ll 06/21/04 9. 08-6711 NVHC-37 Upward,Ll and L2 03/14/08 C. CALCULATIONS "Submitted under NDA #08-0325.02" 1. Shear value of common wire nails and steel plate tensile calculations,prepared by Vipin N. Tolat, P.E., Consulting Engineer,dated 03/20/2008, signed and sealed by Vipin N. Tolat, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest,dated 01/31/2013,signed and sealed by Vipin N.Tolat,P.E. "Submitted tinder NOA #08-0325.02" 2. Code conformance letters fchr.aU of tbetes4 li%ted oq lection B, issued by Product Testing, Inc.,signed and sealed by R. Chide?12.E : : : . •. . • • ... . .. ... .. . . . .. J� V •• • • •• • • • • • Carlos M.Utrera,P.E. • •• • • • • • •• Product Control Examiner NOA No. 13-0206.17 ••• .•• Expiration Date: May 22,2018 • Approval Date: May 2,2013 .. .. V .. .• .. .. . . .. . . 18 Gauge Angle Clips. GENERAL NOTES: 1. Steel shall conform to galvanized coating of G 61 ,gaFl 2. Allowable loads are bw 2005 Edition. cm,..d J� 0 ° ° o l 3. Design loads are for So 0 other species shall be adju 0 o L L • • 4. Common wire nail valu Penetration Depth factor P o • • . . . o o F2 s 0 5. Allowable loads for wh •• ... •;•••; anchor nail. Load values • 0000.. 0000. . .. .. .. 6. Allowable loads for mo • which is divided into coml • "" AB=1"• AB-5 Typical Installation • Actual Ulziif� • .. 0000 • 0000.. Allowable Uplift+All _ 0000 0000 . .. 0000. • 7. Allowable loads are bas 0:000: 8. All tie beams and grout tie beams and grout and n Product Dimensions (inches) Fastener Schedule Alowable Loads(ibs) masonry shall comply wit' - Code Wl W2 L Header Joist F1 F2 9. All tests have been corn AB5 12 2%6 5 3-10dx12" 3-10dx12" 511 595 AB7 12 2516 7 4-10dx12" 4-10dxl/2582 794 Notes: Nail wider angle leg to Joist and Shorter leg to Header. Deep Seat Truss Anchor.. They are designed to resist lateral and uplift forces. Holden Double Strap ] The strap is made of 14 gauge steel and the seats of 20 gauge steel. plates to resist lateral and upli UPLIFT = Truss Rate requhed to irunsrsr Lvuft to •o bottom chord • •• ,o :.:+ ,laws •.• •• • w • • • • • v �l.l 0000•• aj �• • 0000.• � � "� •• •s 0000 000.0• • • • • • 0 • • • •• 0000 • • 0 0.000• •00 o. .• 'AssemORY•• Dimension Total No. Total No.of Assembly Dimension •:. 0 0 •�roduot••••Po H of Fasteners Fasteners in Allowable Loads(lbs) product H 0: ••:Code (inches) in Strap 20 GA. Seat Code 10d x 1%" 10d x 1Y2" Uplift Ll L2 (inches) NVSTA12 12 5 6 1046 700 1049 NVHTA12 12 6 6 1141 760 1144 NVSTA16 16 NVHTA16 16 7 6 1236 823 1239 NVSTA20 20 8 6 1331 887 1335 NVHTA20 20 9 6 1426 950 1430 NVSTA22 22 NVHTA22 22 NVSTA24 24 NVHTA24 24 12 Gauge NVTHJ Truss Hip & Jack Hanger 0 e Left e e Right e bb I/IIII r r (IIII- r IIIIII � r �. IIS%- • r � . s a— �� J a • Typ, .... Jack .HMder22X• '••••' ".zz 1-2x • NVTHJ-26 as shown NVTHJ-28 similar U.S. Patent No.4,964,253 Allowable Loads(lbs)S.Pine Nail Schedule Dimensi Product Header Product Code Uplift Nails 16d Hip Nail 10d Jack Nail 10d Code W Loads (e) a b total c d total IKE 1 1%2 NVTHJ26 1478 16 4 3 7 2 3 5 NVTHJ28 1931 20 5 4 9 2 3 5 IKE 2 1/ Note: For 1-2x members 10dx1X2" nails can be.used 1 IN IFT 18 Gauge NVTT Sanibel Truss Strap 1� Product Dimensions(inches) Fasteners Schedule Allowable Loads(lbs)Code W B H L Truss Top Plates Hollow Concrete Masonry Uplift Ll NVTT-1 I% 1% 14 13 2-10dx1Y" 6-10d ----- 968 543 Product Code 6-Y4'Yaxl Y2" NVHC 37 �TT-2 1916 1% 14 13 2-lOdxly'� -"'-" Tapcons 1584 465 000°,• .1. J;10dxl%"nail is placed on each side of the Truss and 3-10dnails in each leg are placed in ": •two fVp plates. 0000.. 0000. . • Qi•3�/"dia.x 1%"long, 1Y4"embedment tapcons are placed in each leg and into the hollow .. .0G . 00 • G e bbattete masonry. Maintain 2Y2" edge distance from top of the block and spacing of 3" Oise* 0000 . • .. � • between the tapcons. • •0. •• • 0000 Orr • • 0 • • e s •• 0000 o . Goes** •:00*G 000000 • 000 ..o Go • • e e • s ♦I I 80 O • O a 3iR ° UPLIFT Orr Nail hole Nail hole • Nail hole 9I6 L7 W 0 • r P R �� Miami Shores Village Building Department 10050 NE 2"d Ave. OR Miami Shores, FL 33138 305-795-2204/ Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUIL �pCODE. I(We)have been retained by L 5 /) (, to perform special inspector services unde the Florida Building Code 5th Edition(2014)and Miami ade County Administrative Code at the ZL d X/(� project on the below listed structure as of (date). I am a registered architect/professional engineer licensed in the State of Florida. Process Number: Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition(2014) _Miami Dade County Administrative Code,Article II Section 8-22 Special Inspector for J Trusses>35 ft.long or 6 ft.high _JSteel Framing and Connections welded or bolted Soil Compaction _Precast Attachments Roofing Applications, Lt. Weight. Insul.Conc. _Other Note: Only the marked boxes apply. The foil wing individuals) employed by this firm or me is authorized representative to perform inspect' n* / 2. 3. 4. _ *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified b} education or licensure to perform the duties assign by 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 Fundamentals Examination; or registration as building inspector or general contractor. I(we)will notify the Miami Shores 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 Building Department Inspector. All mandatory inspections,as required by the Florida Building Code, must be performed by the Miami Shores Building Department.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 work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement in8icalinj tU94 toti a best of my knowledge,belief and professional judgment those portions ofgthe pwijevt outtine*d ab**ve meet the intent of the Florida Building Code and are-insubstantial accordancawtth tke approvaii plans; •• Engineer/Architect . ... . ... . ... Signed and Sea ed Print' i / ,� `l ••: •' •'• A'ddress 7i� 1�4�0 r 1� Date: `� / r � \ t Charles C. Mitchell Professional Engineer license #11127 924 North Highway, Hollywood Florida, FL 33025 (305) 336-5069 STRUCTURAL DESIGN CALCULATIONS =SP HOMES LLC RESIDENCE 11004 N.W. 2nd AVENUE, MIAMI SHORES, FL 33138 TABLE J (,QjvTxN,S VVY Velocity NwWre.......... 2 Tnrss TRy 3 Check Anchor CapacNes 7 'Diaphragm Wind Load g Roof Qlaphragm Dedgn 9 Masonry-ft4n ore men!....... 10 ON Daugn of Wall FooBng 12 C 1 2 0 RECEIVED OCT' 2 6 2M BY: . ... . ... . ... • 1 OF 25 .. . . .. . . . . . . .. . . . 00* .. ... . . . . ... . . . . ... .. . . . . . . . . . . .. .. . . . :0 . .. ... . . . ... . . t 1 STRUCTURAL DESIGN CALCULATIONS LSP HOMES LLC RESIDENCE 11004 N.W. 2nd AVENUE, MIAMI SHORES, FL 33138 VELOCITY PRESSURE kips:= 10001bf z:= 14.5 psf:= Ibf V:= 175mph ft, d:= max(z,15) V:= 175mph 1:= 1.0 Kd:= 0.85 Kn:= 1.0 2 9.5 Kz:= 2.01 ( l KZ=0.849 q:= 0.00256•KZ• Ib2 C(m K � Kd h J q =56.57 psf J ft L p J ROOF WIND LOAD ANALYSIS Intemal pressure coefficients: L:= 52ft W:= 30ft h:= 14ft (-0.18) 0.18GCpi:-- PRESSURE AND FORCE COEFFICIENT GCo&GCPI- GCp1:= 0.30 GCnj := 0.80 GCp2:= 0.30 GCn2:= -1.4 GCOH:= -2.2 DL:= 10psf FACTORED WIND LOAD(PA:a q roof=q[GCp+or-GCpi) qp, = q (GCpl + .18) qpl =27.153 psf q0H q•(GCoH+ •18) q0H=-114.271 psf qnl q (-GCnl -0.18) qnl =-55.438 psf q0H q-(GCC).-0.18) q0H=-134.636 psf qp2:= q•(GCp2+ .18) qp2=27.153 psf qn2:= q.(GCi2-0.18) qn2=-89.38 psf (gn2.3.6ft+ qnl - 8.4ft+ q0H-2ft) q,,,:= 14ft NET UPLIFT LOADS(osfl: U gave=—75.48 psf U roof--q roof-DL pl := qn, + DL p2:= qn2+ DL P3:= q0H+DL U:= qa,e+ 10psf U=—65.48 psf P1 =—45.438 psf P2 -—'70.38 psf p- _—124 636 psf DD:= 2$psf '.:LL:s 30Af: LD.= DL 1.2, LL 1.E LD=78 psf .. ... .. . . . .. . ... . ... . ... . . .. . . .. . . . . . . .. . . . . . .. 2OF25 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . TRUSS TR-1 1,:= 24in Lm:= 20ft LS:= 4ft 1b:= 6.2ft L:= 4.34ft xt := 6ft x2:= 15.5ft m•- 1 r x2-xt)2ft n : = m- 1 n=3.75 a:= 3ft s:= 2ft Ll := in -aLt =7ft TRUSS REACTIONS - �-3- UPLIFT EMA =0 Thereforeftom symmetry: - - - SUM:= 2 •EP2•(2•a)+ 2p Lt + 2 P3 (a-s)] R�:= SUM UBT:= RG SUM=-1.362 x 103 Ibf U,4T:= SUM RG=-1.362 x 1031bf UAT=-1.362 x 103IbfUBT=-1.362 x 103 Ibf GRAVITY Ll =7 ft EMA =0 a=3ft Therefore; SUM:= 2 LD•(Lm) SUM= 1.56 x 103Ibf RAT:= SUM RBT= SUM RAT= 1.56 x 103IbfRBT= 1.56 x 103 Ibf •• ••• • • • • • •• •• ••• •• • • • •• • ••• • ••• • ••• •• • • •• • • • • • • •• • • • • • •• 3OF25 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . TRUSS TR-2 1,:= 24in L,:= 30ft L,:= 4ft Ib:= 6.2ft L:= 4.34ft x, 6ft x2:= 15.5ft (x2-xj) M:= n 2ft m- i n=3.75 a:= 3ft s:= 2ft Lm Ll := 2 -a Ll = 12ft TRUSS REACTIONS -, UPLIFT _- ` - - ` - - - Im Therefore;from symmetry: - - — — SUM:= 2 •EP2•(2•a) +2p, •Lt + 2• P3•(a-s)� k:= SUM UBT:= RG SUM=-1.816x 103 Ibf UAT:= SUM R,=-1.816 x 103Ibf UAT=-1.816 x 103 Ibf UBT=-1.816 x 103Ibf GRAVITY Ll = 12ft EMA =0 a=3ft Therefore; SUM:= •LD•(L.) SUM=2.34 x 103 Ibf RAT:= SUM RBT:= SUM RAT=234 x 103Ibf RBT=2.34 x 103Ibf • . . . • • . • 00 4 OF 25 ... . . . . ... . . . . . . . . . . . . . .• .. . • . •. .. ... . . . ... . . f , f l TRUSS TR-3 1,:= 24in L,:= 22ft LS:= 4ft Ib:= 6.2ft L:= 4.34ft xt := 6ft X2:= 15.5ft (x2-X)m:= n:= m- 1 n=3.75 a:= 3ft s:= 2ft 2ft Lr►, 2 -a Lt =8ft TRUSS REACTIONS - - - UPLIFT _ ` ' T EMA =0 Therefore;from symmetry: - - - - — SUM:= 2 • P2•(2-a) + 2pt •LI +2•P3•(a-s)� RG:= SUM UBT:= RG SUM=-1.453 x 103 Ibf PAT:= SUM RG=-1.453 x 103IbfUAT=-1.453 x 103(bf UBT=-1.453 x 103Ibf GRAVITY Lt =8 ft EMA =0 a=3ft Therefore; SUM 2 LD•(L,) SUM= 1.716 x 103Ibf RAT:= SUM RBT= SUM RAT= 1.716 x 103 Ibf RBT= 1.716 x 103Ibf • • • • • • . • 5OF25 or . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Determination of Fa and F. for Some Truss Connectors. d:= 0.75in t:= !in F,:= lOksi Ft:= 14ksi Fb:= 48.5ksi f,:= 2500psi 64 lb:= 4in U,:= 12501bf in Note: Stress values are for A307 steel type materials .and per manufactural's specifications. (A) F,is limited to the smaller of two values:- a) Shear Capacity of bolts. 2 5,,:= F„•n-d 4 .2 b) Bearing limit of the anchor plate:- sb:= d-t-Fb•2 Fl := min(sv,sb) Fl =8.836 x 10'lbf (B) F2 is limited to the smaller of two values:- a) The tensile capacity of the bolts:-. rr d2 x:= Y t Tb:= Ft-n - 4 .2 4 b) Limiting pull-out capacity of the bolts from concrete:-. pc= lb'Uu- 2 F2:= min(pc,T b) F2= 1 x 104 IV . .. . . . . ... . .. ... .. . . . .. . ... . ... . ... .. . . .. . . . . . . .. . . . . . .. 6 OF 25 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . GIRDER TRUSS GT-1 I.:= 24in L,:= 20ft L,:= 4ft lb:= 6.2ft L:= 6.7ft xl := 4ft x2:= 16ft (x2-xt) M:=:= 5 a:= 3.ft s:= 2ft 2ft Lm L� = —a 2 OUTLOOKER REACTIONS UPLIFT EMA =0 " Therefore; ` �y i SUM:= P3'Io+P2 (a—lo) +p, -(L—a) 1-173•to to+P2 (a—1°)2+ p, •(L—a) (L+a—2• l� lbf RG• 2 �L—1°) UBo= s RG SUM=—496.773 ft SMM:= s• SUM U SMM no�= 2 UAO=—496.7731bf UBO=—114.708 Ibf GRAVITY EMA =0 Therefore; SUM:= LD•(L) RBO:= s•LD• —lo+ (L—1°)2' 2•(L-1°) SMM:= s SUM RAO:= SMM2 RAO=522.61bf RBo=300.2171bf HIPS REACTIONS x� j 1 := — j := floor{j 1) j =2 y. - x; + I°—s•j �l =7 ft s UPLIFT •• ••• •• . .. EMA =0 noret'e, ... .. ... .. . . . .. 0 - 1 ) R:= -173. 12•+.D� �a�s 1 2�• `•—��+•$p•�yi" a 2) �a2. y� 2: .. . . .. . . . . . . . .. . . . . . .. ... . .. 70F25 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . LSP HOMES LLC � r RG:= R+ � Pl 'Llyl + s•(i- 1)]2—[Yl + s•(i -2)]2]-�yl +i•S i=2 l 2) SMM:= 1 2+ (a-1 2)+ ( 2-a21) UBH RG P3- o P2' o Pi ' YI xl i SUM:= SMM+ Pt 'C[a+ s•(i - 1)]2—[a+s•(i-2)]2] i=2 UBH=-441.837 Ibf UAH:= SUM UAH_-1.85 x 103 lbf GRAVITY 12 + LD•3 RL:= -LD-— (a - o2 2) (a 21.) +LD•( 2_a2)a 2) (a+yl -2-1.) lY1 . i RG:= RL+ L LD-[[y, Sl i=2 `l 2l) RG SMM:= LD•10+ LD-(a2—1 2) +LD• f(y12—a2A RBH:= L i J SUM:= SMM+ Z LD•�[a+ s•(i - 1)]2—[a+ s•(i -2)]2] i =2 RBH=512.239 Ibf RAH:= SUM-RBH RAH= 1.828 x 103 Ibf SUM=2.34 x 103 Ibf TRUSS REACTIONS UPLIFT ZMA =0 Therefore;from symmetry: SUM:= 2 •[P3• lo+ P2•(2•a—lo)+Pl 'LI] RG SUM UBT= 2RG SUM=—884.859 Ibf VAT:= UBT RG=—884.859 Ibf 3 3 L=6.7 ft UAT=-1.77 x 10 lbf UBT=-I.77 x 10 lbf GRAVITY EMA =0 L .. ..B1J�vf•= �.�Dt(�� Therefore; : : .: :4: . : . ;UNi='!.613 x 103 Ibf RAT:= SUM RBT:= SUM RAT=2.613 x 103IbfRBT=2.613 x 1031bf • •• • • • • • •• 8OF25 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . GIRDER TRUSS GT-2 1,:= 24in r Lm:= 29.33ft L,:= 4ft lb:= 6.2ft L:= 7.75ft x, := 4ft x2:= 16ft M:= (x2-XI) n.= m- 1 n=5 a:= 3.ft s:= 2ft OTE: b=overhang; Lm=Girder span; x1 x2=location of L ip/Jack on Girder, L=outlooker length; s=joist/Truss spacing R Ll := m -a =Wind parameter 2 OUTLOOKER REACTIONS UPLIFT EMA =0 ! Q, P Therefore; H � B I U T �� T SUM:= P3• I.+ P2'(a-lo) + P1 •(L-a) C—P3.10-10+P2•(a-1o)2+p1 •(L—a)•(L+ a-2• � 1� lbf 2•(L—1 ) -Bo s•RG SUM=—544.483 ft 0 SMM:= s SUM UAO:= Sl� UAO=-544.483 lbf UBO=-180.47 lbf GRAVITY EMA =0 Therefore; 1-1 2+(L-10)2] SUM:= LD•(L) RBO= s•LD 2•(L-lo) SMM:= s• SUM RAO:= SMM2 RAO=604.5 lbf RBO=394.239 lbf HIPS REACTIONS xt j1 := — j := floor(j1) j xt + 'U-s-j Yi =2 ft S .. ... . . . . . .. UPLIFT ' . .. . . . . ... . EMA =0 Therefore; •• ••• •• • •• 1 3 !_403 .•—(a 1•j +,!•_(Y,020 R:_ —p3 — +p2 (a2 2 . .2o.. . : ..s �a+y,` . .. . . ... . .. .. 2 ) 9OF25 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . LSP HOMES LLC � rr RG= R+ � Pt•L[yt +s•(i - 1)]2-[Yt + s•(i -2)]2]•(y, + i•2� i=2 SMM:= P3'lo P2'2+ (a2—1 2)+Pt ' Yt I( 2—a2)I UBH RG o xt J SUM:= SMM+ l pt •L[a+ s•(i - 1)]2 — [a+ s•(i -2)]2] i=2 UBH=—441.837 Ibf UAW= SUM UAH=—1.85 x 103Ibf GRAVITY 123 ( 2 2 2) (a lo) ( 2- 2) (a+y,2 2•lo) RL= -LD• 2 +LD a -to +LD yt a i RG:= RL+ LD•[CYI + s•(i - 1)]2-[Yt + s•(i-2)]2] (y ) t + i•S l i=2 RG SMM:= LD•to+ LD•(a2—10) +LD• I(y12—a2)I RBH•= L i SUM:= SMM+ LD•L[a+ s•(i- 1)]2—[a+ s•(i -2)]2] i=2 RBH=442.839 Ibf RAH:= SUM—RBH RAH= 1.897 x 103 lbf SUM=2.34 x 103Ibf TRUSS REACTIONS UPLIFT IMA =0 Therefore;from symmetry: SUM: S -EN-to+ P2•(2•a—lo)+ P1 'Lj 2 RG SUM UBT:= 2RG SUM=—1.097 x 103Ibf UAT:= UBT RG=-1.097 x 10'IbfUAT=-2.194 x 103IbfUBT=-2.194 x 103Ibf L =7.75 ft GRAVITY IMA =0 .� ... .. SUM:40 1:15 . I ). . ... . S'JM= 1.532 x 103IVTherefore; 4 . . . . . . . .. ... •• • • . •. RAT:= SUM RBT:= SUM RAT=4. ,�x 103 lhf RB;=4.4s?x 103 IV • • • • • . • . •• • • •• • • • • • • •• • • • • • •. 0. 10 OF 25 ... . . . . ... . . . . . . . . . . . . . .. .. ... ...• .. .. ... . . . . GIRDER TRUSS GT-3 I.:= 24in L.:= 22.25ft LS:= 4ft lb:= 2ft L:= 7ft xl := 4ft x2:= 16ft (x2—xt) M:= n:= m- 1 n=5 a:= 3.ft s:= 2ft 2ft L. LI = 2 -a OUTLOOKER REACTIONS UPLIFT a EMA =0 0 Therefore; �l 11 A F; L T SUM:= P3' to+P2'(a-lo)+P1 .(L-a) RG:_ [-P3'to' to+P2'(a-10)2+ p, •(L-a)•(L+ a-2• 1 l� Ibf 2• (L-1 ) UBO= s•RG SUM=-510.405 ft 0 SMM:= s• SUM U SMM Ao:= 2 UAo=—510.405 Ibf UBO=—134.271 Ibf GRAVITY EMA =0 Therefore; 1-I 2+�L-102] SUM:= LD•(L) RBO:= s•LD 2•(L—l0) SMM:= s• SUM RAO:= SMM RAO=546 Ibf RBo=327.6 Ibf 2 HIPS REACTIONS X, jl := i j := floor(j1) j =2 y, = x, + 10—s• i yl =2ft s UPLIFT •• ��• •• . .. . . . . ... . EMA =0 Therefore; ••• �•; •�; •�• ; ; ••• 10 ( 2 2l (a-10) ( 2 21 (a +y, -2. 10) R:= -P3 — + P2•la to j•—•- t p� 1y1. a• 2 x . . . 2 .. . . .. . . . . . . .. . . . . . .. 11 OF 25 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . LSP HOMES LLC � Il RG:= R+ � Pt •Clyt +s•(i- 1)]2-[yt + s•(i-2)]2]•(y, , + i•? i=2 ) RG SMM:= P3.10+P2•(a2-1 2)+P1 . J(YJ2-a 2)I UBH x1 i SUM= SMM+ F Pi •[[a+ S•(i - 1)] [a+ s•(i-2)]21 i =2 UBH=--441.837 Ibf UAH:= SUM U.,.=-1.85 x 103Ibf GRAVITY 3 ( RL:= -LD• . +LD•(a2-1 2)• la 2 10) + LD•(y,2-a2)• (a+y, -2 Q 2 i RG:= RL+ l LD•C[yl + s•(i- 1)]2—ly, +s•(i-2)]2]•Cy ) , + i• / i=2 SMM:= LD• 102+LD•(a2-1 2)+ LD• I(Y12-a2)1 RBH.— � i J SUM:= SMM+ L LD•L[a+s• (i - 1)]2-[a+ s•(i-2)]2] i=2 RBH=490.286 lbf RAH:= SUM—RBH RAH= 1.85 x 103 Ibf SUM=2.34 x 103 lbf TRUSS REACTIONS UPLIFT SMA =0 Therefore ftom symmetry: SUM:= s •EP3• 10+ P2•(2•a-1.)+p, -Q 2 RG:= SUM UBT:= 2RG SUM=-935.977 Ibf VAT:= UBT RG=-935.977 IbfU103L=7 ft AT=-1.872 x 1bf UBT=-1.872 x 1031bf GRAVITY EMA =0 SUM:= LOLLY SUM=3.03' x 103 l�f Therefore; 4. .. ... .. ... .. . . . .. RAT:= SUM RBT= SUM RAT=3.037 x 103 lbf RBT=3.037 x 103 lbf . ... . ... . ... .. . . .. . . . . . . .. . . . . . .. ••• ... 12 OF 25 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . CHECK ANCHOR CAPACITY FOR GT-1 Applied Loads From wind load analysis UG:= 17851bf Uplift:= UG Uplift= 1.785 x 1031bf LI := 2251bf L2:= 2001bf Use NU VUE NV458-22 with two STRAPS NOA:12-0130.35. with 16No.-10dx3"Nails to Truss; &8No.-10dx3"Bolts on Concrete Tie Beam.. Allowable Capacity U,:= 25981bf F, := 13121bf F2:= 18121bf Check Combined Stresses JUGI Li L2 R:= — + — + — R=0.969 OXU. F, F2 CHECK ANCHOR CAPACITY FOR GT-2 Applied Loads From wind load analysis UG:= 32061bf Uplift:= UG Uplift=3.206 x 10'IV Lt := 5251bf 1,2:= 6251bf Use NU VUE NVHT20 with two STRAPS NOA:12-0130.35. with 16No.-10dx3"Nails to Truss; &8No.-10dx3" Bolts on Concrete Tie Beam.. Allowable Capacity Ua:= 63901bf FI := 25751bf F2:= 31751bf Check Combined Stresses JUGI Li L2 R:= — + — +— R=0.902 OXU. F1 F2 CHECK ANCHOR CAPACITY FOR GT-3 Applied Loads From wind load analysis UG:= 21261bf Uplift:= UG Uplift=2.126 x 103 IV Lt := 2251bf L2:= 2001bf Use NU VUE NVHT20 with two STRAPS NOA:12-0130.35. with 16No.-10dx3"Nails to Truss; &8No.-10dx3" Bolts on Concrete Tie Beam.. Allowable Capacity,, •.. . • • . •• U,:= 33671bf Ft :=.417616f *F* 31 171bf .. ... .. . . . .. Check Combined StressesUG L, I2 R:= — + — + — K 0.749 OX. . •.. ... U� .�Fq F, • •• • • • • • •• 13 OF 25 ... . . . . ... . . . . . . . . . . . . . .. .•• ... . .. .. ... . ... . . CHECK ANCHOR CAPACITY FOR TR-1 Applied Loads From wind load analysis UG:= 13621bf Uplift:= UG Uplift= 1.362 x 1031bf L, := 2251bf L2:= 2001bf Use NU VUE NVHTA-22H with two STRAPS NOA:12-0130.35. with 16No.-10dx3" Nails to Truss; &8No.-10dx3" Bolts on Concrete Tie Beam.. Allowable Capacity U,:= 25981bf F1 := 13121bf F2= 18121bf Check Combined Stresses ILGI Li L2 ` R +— +— R=0.806 OXU. F, F2 CHECK ANCHOR CAPACITY FOR TR-2 Applied Loads From wind load analysis UG:= 32061bf Uplift:= UG Uplift=3.206 x 103lbf LI := 5251bf L2:= 6251bf Use NU VUE NVHT20 with two STRAPS NOA:12-0130.35. with 16No.-10dx3" Nails to Truss; &8No.-10dx3"Bolts on Concrete Tie Beam.. Allowable Capacity U,:= 63901bf F, := 2575Ibf F2:= 31751bf Check Combined Stresses I UG L, L2 R:= — + — + — R=0.902 OX FI F2 CHECK ANCHOR CAPACITY FOR TR-3 Applied Loads From wind load analysis UG:= 14531bf Uplift:= UG Uplift= 1.453 x 103 lbf L, := 2251bf L2:= 2001bf Use NU VUE NVHT20 with two STRAPS NOA:12-0130.35. with 16No.-10dx3"Nails to Truss; &8No.-10dx3"Bolts on Concrete Tie Beam.. Allowable Capacity Ua:= 33671bf F1i=%r51bf. ; ; X2:= 31171bf . .. . . . . ... . Check Combin4d StMse§' UG L, Lz R:= — + — + — R=0.55 OX FI F2 . ... . ... . . .. . . .. . . . . . . .. . . . . . .. 14 OF 25 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . DESIGN WIND PRESSURES ON WINDOWS PER A.S.C.E. 7-10 LSP HOMES LLC RESIDENCE 11004 N.W. 2nd AVENUE, MIAMI SHORES, FL 3313 VELOCITY PRESSURE kips:= 10001bf z:= 13.5 psf lbf V:= 175mph 82 d= max(z,15) V:= 175mph 1:= 1.0 Kd:= 0.85 Kzt= 1.0 2 KZ:= 2.01 d 9.5 KZ=0.849 q:= 0.00256-K,- lbf Kt Kd (V V.n 9=56.57psf C�Ol g2 C mph WIND LOAD ANALYSIS Internal pressure coefficients: 0.18 l GCp;:= -0 18 I A:= 13.10 x:= max(A,10) x= 13.1 POSITIVE PRESSURE P 10 Q:= 500 G:= 0.85 C:= 0.8 0.3.(log(x) -log(P)) GCp= 1.0- GCp=0.979 00g(Q) -log(P)) p:= q•0.60•(GCp+ a -I p C39.348l sf 27.129 p NEGATIVE PRESSURES ZONE 4 GCp:= 1.1 - 0.3•(log(x) -log(P)) 00g(Q)-log(P)) GCp = 1.079 p:= q•0.60•(GCp+ G(p=(30.524) 42.743psf • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • ••• • •• • • • • • •• 15 OF 25 ... . . . . ... . . • •• •• • • • •• •• LSP HOMES LLC ZONE 5 GCP= 1.4- 0.3.(log(x) -log(P)) (log(Q) -log(P)) GCp = 1.379 p:= q•0.60•(GC, + a 52.925 p (40.706)psf DESIGN PRESSURES ZONE 4 ZONE 5 p =+39.351-42.74psf p = +39.351-52.93psf CS(NVW D PPERM FR DMq S&W DClN16 IMAR., 1,10.I PANEL ZONE CCP + — CjNE ;C I + — '17' I SF PSF i PSF PSF PSF I 37X 51" 6.551 +1.500!—. i0C +4p.C5i—�3.44I - i.000/—�.40G +40.05-53,24 74 71' ; 13.117 4 u X79/—i.0i0 I+ 9.3`;x—�2.74i y'a — .17< i+39.35-52.93 5 I S.iJ 1 4 1.000/-1.!0Q + 'G.�JI-4�.44i +i.000�—'.40u +40.05-53.%4 uuOR I A 36" 0" 20 4 t 0.947,/- .047 .64 5 0.9471-1.347 +38.25-51.82 i ! � I B I •• ••• • • • • • •• • ••• • ••• • ••• • • • • . • • • •• • • •• • • • • • • •• • • • • • •• 16 OF 25 • • • • • • • • • • ••• • • • ••• • • DIAPHRAGM WINDLOAD PW pw, ? PL ,o ? P W —,WL L -_ Ar�AL Y,I DIAPHRAGM WINDLOAD WINDWARD PRESSURE LEEWARD PRESSURE qh q Cp:= 0.8 G:= 0.80 Cp,,,t:= —0.25 Cpr:= 4.56 Cptr:= —0.50 Pww qh'G'Cp—qh'GCpi ASCE 7-10 EQ'N 27.4-1 PwL qh'G'Cpwt-qh-GCpi Prw qh.G.Cpr—qh'GCpi Prt qh.G.Cptr—qh'GCpi Pwt:= 0.60•(Pww,+ P,) P,:= 0.60• Pro„+Prt � -- ROOF DIAPHRAM DESIGN UNIFORMLY DISTRIBUTED LOAD ON DIAPHRAGM ------ WR:= 30ft Width of roof LR:= 39ft Length of roc d:= WR BW:= 5ft RBW:= 5ft t I I � TS:= 2ft 0 := 14deg Roof angle Nt:= 28 00 09 t l I} Li W:= P BW+ •wl' P rr'RBW . ��(-39;.U2). 12ND �31 } �} 00: 00 v .. . . .. . . . . . . .. . . . . . .. 17 OF 25 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . DETERMINE MAXIMUM SHEAR ON DIAPHRAGM _ W•LR 124.431 Ibf VNS 2-WR VNS 34.417 ) ft VEW W- WR (-73.628) Ibf 2LR VEw= 20.365ft W-LR (-3.733 x 103 DETERMINE MAXIMUM CHORD FORCES V V= Ibf 2 1.033 x 103 W-LR2 -1.213x 103 TNS:= 8 WR TNS= Ibf 335.565 2 TE, W-WRT Ibf V-_ -3.733 x103 ibf LR Ew (-552.207) 152.738 1.033 x 3 10 V (-124.431 Ibf vT d VT 34.417 ) ft USE 5/8" CDX PLYWD UNBLOCKED DIAPHRAGM W/8d SHANK NAILS 6" C/C (a) BOUNDARIES & 6" CIC (&- OTHER PANEL EDGES. DETERMINE MAXIMUM CHORD FORCES wNS:= Pw,-BW+ PR•RBW wEw:= Pw,-BW+ PR- RBW2 DETERMINE MAXIMUM SHEAR ON DIAPHRAGM wNS•LR 124.431 Ibf VNS 2-WR VNS 34.417 ) ft VE,:= wEw WR Ibf 2LR Vim'-(-34.203) 36.292ft V := W•LR V (-3.733 x 1031 IV DETERMINE MAXIMUM CHORD FORCES I = 2 1.(13?x 103 J 1: Q . . . TNS:= TNi i -1.•1S .1. II F.: W-�.:i _ -2.871 x 13' 8-WR .. ��QS • .. V2 2 V2- 794.238 lbf 2 TEW;= W-WR -552.207 -3.733 x 10; 8•LR Tr&* Ibf: .V ISf . .152.718 •1.033 x :0' .. . . .. . . . . . .. . . . . . .. 18 OF 25 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . V (-124.431 IVvT:= — vT= Vl –124.431 IV d 34.417 ft vrrs WR Vvs–( 34.417 ) ft d ( 34.4171) lft v LR vim, (-73.62bf 20.3658) lft TRUSSES SPACED AT 2ft APART L2 = 124#/ft �USE CODE MINIMUM L1= 200#/FT RE-INFORCED MASONRY CALCULATIONS FOR WALLS VELOCITY PRESSURE kips:= 10001bf z:= 14.0 psf:= lbfV:= 175mph ft, d:= max(z,15) V:= 175mph 1:= 1.0 Kd:= 0.85 Kt:= 1.0 2 d 9s K,:= 2.01 • / {�=0.849 lbf r(V.1) 2 900 J q:= 0.00256•KZ•2 K .ICdL mph ]q=56.57psf ft WALL WIND LOAD ANALYSIS PER A.S.C.E. 7-10 Internal pressure coefficients: L:= 10.0ft W:= 2.Oft h:= 4ft a:= 1 ft2 aL2 W GCpi:= 0.18 Ai = 3 A2:= L•W•a A3:= 3 •a (-0.18) A:= max(A.,A2,A3) GCn= 1.176–0.1766• log(A) WINDWARD WINDWARD WAC : : P•. 9••Gc"+ GCp, B:= A Gf.p=0.907 .. . : : : : a . .. . . . . :.. . . . • • 0 x:= max(A,10) x=33.333 . ... . 00: . ••• .. . . .. . . . . . . .. . . . . . .. 19 OF 25 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . POSITIVE PRESSURE p:= to Q:= 500 G:= 0.85 C:= 0.8 GCp:= 1.0– 0.3-(log(x) –log(P)) GCp=0.908 00g(Q) –log(P)) p:= q-(G.C + GCpi) 48.65 sf Pi := max(P) p 28.285)p WALL PROPERTIES L:= 9.67ft b:= 48in t:= 7.625in d:= 3.81 in h:= 10.0ft ES= 29000ksi t — r=2.201 in f,:= 1500psi Em:= 750-fm h= 10 ft 12 LOADS VERTICAL DEAD LOADS: TYPICAL 1ft STRIP AXIAL Q:= 800 IIbf P:— — Q ft _ftINCLUDES WT. OF WALL) MOMENT p, -b-L2 8 M„=2.73 x 104 in-lbf ALLOWABLE STRESSES SR= h SR=54.517 . < 99 r Therefore:- 2 Fa= fQ1 - 1 —I h Fa=318.136 psi ACI 530-05 4 \140-r Fb:= 0.33•fm- 2 Fb=247.5 psi F,:= 24000psi FOR WIND FS=2.4 x 104 psi .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . ... .. . . .. . . . . . . .. . . . . . .. 20 OF 25 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ACTUAL STRESSES fa:= A fa= 14.493 psi 6•M„ Ab.- fb=58.684 psi b•e R:= ' Ab R=0.283 • < 1.0 F. Fb Net tension Nt:= fb—fa Nt=44.191 psi <60psi.....OK REQUIRED RE-INFORCEMENT PER FT Assume j=0.9 j := 0.9 M„ As =0.332 int Fs j d USE 145 @ 48" O.0 As = 0.31 int Check Actual Stress Values A,:= 0.31 int P:= As As=0.31 int = n • p X =0.044 b•d k:= �2 7��+ �Z—x k=0.255 k j := 1 -3 j =0.915 2•M„ " 2 f,,,=335.623 psi < 660 psi.....OK j•k•bd M u fs:_ =2.526 x 104 psi AS•j •d .. ... .. .. . . . . %: . USE 1 #5 GROUTI:L7 A?:48ih O.r,: : ••' . ... . ... . ... .. . . .. . . . . . . .. . . . . . .. 21 OF 25 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . LSP HOMES LLC WALL FOOTING DESIGN DEAD LOAD LIVE LOAD ROOF :25.X5.25psf= 131.25#/ft 30X5.25#/ft=157.5#/ft BM WT:.67X150 = 100#lft WALL 80X10 = 800 TOTAL = 1031.25#/ft 157.5#fft DL:= 1031.25 Ibbff LL:= 157.5 Ib w:= 1.2-DL+ 1.6-LL w,:= w 1,,:= 16in w= 1.489 x 103 Ift M,:= 2 .w„•1n2 W,= 1.324 kips•ft B:= 16in CALCULATE REINFORCEMENT fc:= 3000psi fY:= 60000psi M„= 1.324kips-ft f 0.9 b:= B h:= 12in Try#5 bars: d:= h –3 •in– 0.625• in d=8.688 in 2 Guess value for As: As, ,:= 0.0001 • in Given A - M. As�q-fy d– As qfy b� Find A.required Asfeq:= Find(As, j Asreq=0.034 in Check minimum reinforcement .. ... . . . . . .. (200 psi) (3•. fc';psi ; -'W fc psi)] _ Pmin i l\\ fY /I >lss—fy .-- 9�- -- — fY /J Pmin=?:333 x lU .. . . .. . . . . . 000 . .. . . . . . .. ... ... 22 OF 25 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . As min=0.25 in` > tis,,=0.034 in' As,,:= As–min Asi q=0.25 int Use 2#5 As = 0.62 int As:= 0.62iw Check maximum reinforcement fc –4000 psi 01 := i fc s 4000•psi3O.85,i fc>8000•psi3O.65, 0.85 -0.05- 1000 R, =0.85 0.85•fc 87000 Pb:= 01fy87000 + fY Pb=0.021 — psi As max:= 0.75•(pb)•(b)•(d) As max=2.229 int > As=0.62 int . . . OKI Check of Cracking M„ Mo:= — (Conservative) 1.2 I i Mo= 1.103 kips•R #5 @ 6" REINFORCEMENT I I db:= 0.625• in Ab:= 0.31 • in2 spac:= 6 • in - I'�'PID`- d=8.688 in •• ••• .. ... .. . . . .. 006 • • •• • • • • • •• 23 OF 25 ... . . . . ... . . . . . . • . . . . . .. .. . • . •• .. ... . . . ... . . Ab•(12•in* As:= As=0.62 int spac fc=3000 psi fy=60000 psi Es:= 29. 106•psi Ec:= 57000 fc psi Ec=3.122 x 106 psi Es n:= — n=9.289 Ec Calculate neutral axis distance from the top : "yt" (12•in)•(h)•(�) + (n - 1)•(As)-(d) yt yt=6.093 in (12•in)•(h) + (n- 1)•(As) Calculate Inertia @ neutral axis 1 (12•in)-(h3) + (12•in)-(h)- 2 –yt 2+(n– 1)-(As)-(d–yt)`I=1.764 x 103 int 12 C ) fr:= 7.5• fc•psi fr=410.792 psi (fr).(n Mme. (h –yt) M,r= 10.221 kips•ft > Mo= 1.103kips•ft SECTION IS NOT CRACKED Check of Cracking Mo:= M u (Conservative) 1.2 Mo= 1.103 kips•ft #5 @ 12" REINFORCEMENT db:= 0.75•in +. .a 0.31 +int. .. • . . . . spac:= 12• in • • d=8.688 in . ... . ... . ... .. . . .. . . . . . . .. . . . . . .. 24 OF 25 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. Ab•(12•in1- As As=0.31 int spac fc=3000 psi fy=60000 psi Es:= 29. 106•psi Ec= 57000 fc psi Ec=3.122 x 106 psi Es n:= — n=9.289 Ec Calculate neutral axis distance from the top : "yt" (12•in)•(h)-(-�) + (n- 1)•(As)•(d) yt:= yt=6.047 in (12-in)•(h) + (n - 1)-(As) Calculate Inertia @ neutral axis I – (12-in)•(h3) + (12 in) (h) h –yt z+(n– 1)-(As).(d–yt)2 3 4 12 (2 ) I= 1.746 x 10 in fr= 7.5 fc psi fr=410.792 psi M :_ 00•(n �` (h–yt) M,= 10.042 kips•ft > Mo= 1.103 kips•ft SECTION IS NOT CRACKED ... OK.. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . .•. . ... . ... • ..o. . . .. . . . . . . .. . 0.0 . • .. 25 OF 25 . i ♦1 SHORES G� � memo Miami Shores Village Building Department � �l",rpRIDp► _ 10050 N.E.2nd Avenue�B� _ — 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 LSP HOMES LLC to perform special inspector services under the Florida Building Code at the 11004 N.W.AND AVENUE project on the below listed structures as of AUGUST4,201s (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ~ 15-2002 SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) V❑ SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) 1K SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) t� 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 g,J Note: Only the marked boxes apply. The following individual(s)employed by this firm or me are authorized representatives to perform inspection CHARLES C.MITCHELL 2 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is•c tMlifidd by e48AU or •• licensure to perform the duties assigned by the Special Inspector. The qualifications shall include IiCcfi%V as a professional •••••• engineer or architect; graduation from an engineering education program in civil or structural enginetfl%,6graduatio n 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 persornn Tperforming iflSpdt;tion •"•:• services. 6 • . • • • • • • •••••• I, (we) understand that a Special Inspector inspection log for each building must be displayed in a conv@nientjocation ItilMe site • or reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, at rejuiled 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 substantlai accordance with the approved plans. Signed and Sealed Engineer/Architect Name CHARLES C.MITCHELL (RUNT) 8 Address 924 NORTH FEDERAL HIGHWAY I i DATE: 09/14/2015 Phone No. 305-336-5069 I Created on 6/10/2009 , a Manufo rens Q Iffy uctural INDUSTRIES, Inc. ' ity oducts •eM22110affiril, HEAVY WELDED CONNECTORS Uplift Strap Connector NVUCC 3/4" Power Fasteners Wedge Bolts Niel UPLIFT "F}► ORDER TRUSS r 2 vur r Thru Botts 9 L2 4 err. ------ XX x ^ °J // su r L •.Z 2— 0 01 T N T,e rww r Upper bolts Edge Dletonce edt u• Upper bolls �!� 3ne .p•ctn9 Lower bolts, • Upper "t• U Melon Ban S Nana � epxh9 Naw Edge Tie B.um LOW nt.z'8' p 5 Distance 8'x16' O tower bake r Y aas�, r J. LBolts 3" S:ctlan Allowable Uplift Loads Allowable Uplift Loads Roof Values of L(in) PRODUCT (lbs) (lbs) Slope j Slope Rafter 2X4 Rafter 2X6 O FLYS n ( r1 CODE (in) 2 2 3/12 5.6 7.7 --t Lower Upper 4 Bolts LIA LIB L2 _4/12 6.4 8.5 �• Bolts Bolts NVUCC-1i 1 2 4800 4800 4800 3350 3100 2770 l 5/12 7.1 9.3 N O NVUCC-2 2 4196001, 9600 9600 5000 3100 4900 _6/12 7.9 10.2 NVUCC-3 3 6 11490 10040 144101 5200 3100 5200 7/12 8.7 11.0 c� NVUCC-4 4 7 11490 10040 168005200 3100 520 8/12 _ 9.5 11.9 (� -- \ NVUCC-5u 5 8. 1/2" 11490;_10040j.17500 5200 3100 t 5200 i Notes: L1A applies to 2 upper bolts&4 bolts. LIB applies to 2 lower bolts. •• ••• • • • • • •• L2 Applies to all bolts. i •• • • • • Structural Notes: 1) Design conforms to FBC 2007, IBC 2005 and NDS 2005. • ••• • 00: • • ••• 2) 3/16" thick Structural steel shall conform to ASTM A36, yield strength 36000 . . . . . • • • psi. Load Value Shown are based on Steel Stress without 33% increase. • • ' • • • • • 3) All welding shall be minimum 3/16" with E70 electrodes and shall conform to • •• • • • • • latest AISC/AWS codes. All contact areas shall be fully fillet welded. 4) All 3/4" diameter bolts through wood shall be per ANSI/ASME Standard 818.2.1. 5)The Lateral loads shall not exceed the Truss Chord Capacity. . . . . . . . • * 4, 6) Lateral Loads combined with uplift loads, shall satisfy the following equation: MEN N. Tour, PE (OVIL)FL REG. / 12847 15123 LANTERN Actual Uplift Actual Ll Actual L2 CREEK LANE Allowable Uplift + Allowable L1 + allowable L2 �— 1'0 HOUSTON. Tx 77068 7) All Power Fasteners wedge bolt anchors shall be per Power Fasteners Catalog. Minimum Anchor embedment shall be 6". Minimum normal weight concrete shall be 2000 psi. Anchor diameter is 3/4". Bolt Values are without 33% increase. e9 8) Uplift and Lateral values shown are reduced for bolt spacing and edge distance per Power Fasteners Catalog. Uplift loads shall not exceed Truss chord capacity. 9) Uplift values are also controlled by compression perpendicular to grain of 565 psi for Southern Pine per NDS-2005. For other species, contact Engineer for values. 10) Provide plywood shims to close the gap between truss chords to obtain full bearing an prevent bending ofthru bolts. 11)All products are painted Royal Blue for easy identification. More Wood to Concrete Connectors: 11 ? 1 14151 . 1 ? I $ 12110111 .. ... . . . . . .. . . . . .. .. . . . .. . ... . ... . ... . . . . . . . . .. . . .. . . . . . . .. . . . . . .. ... . . . . ... . . . . . . . . . . . . . .. .. 000 . . .. .. ... . . . ... . . Nu-Vue Industries,Inc. 1055 East 29th Street Hialeah,FL.33013 Telephone: (305)694-0397 Fax: (305)694-0398 info@nu-vueindustries.com I Shipping I Warranty 0.0 Y • • • • • • • •• • • •• • • • • • • •• • • • • • •• w•• • Y• • • • • • • • • • • • • • ••• • • • ••• • • MIAMFD�ADE #; WX 94 MIAMI—DADE COUNTY,Florida E PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONM T, 1,TE AT Y 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISI T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE N www.iniami(la(le.tov/cera/ Marvin Windows and Doors Highway 11 West, un r P.O.Box 100 IVED Warroad;MN 56763-0100 T '�6 2015 ►SCOPE: This NOA is being issued under the applicable rules and regulations gove .the use of constru tion materials. The documentation submitted has been reviewed and accepted by iamt- a e C. - 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"French Storm Plus I-Z4"8'-0"Aluminum Clad Wood Outswing Glazed Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. 1487, titled Series "8 Ft. Aluminum Clad Out-Swing Wood Impact Doors", sheets 1 through l i of 11, dated 08/17/2006 with revision "Al", dated 10/17/2011, prepared by W. W. Schafer Engineering & Consulting, P.A., signed and sealed by Warren W. Schafer, P. E., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the 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. •• 000 • • • • • •• INSPECTION: A copy of this entire NOA shall J. ppv:dgd;ta; trig user by the manufacturer or its distributors and shall be available for inspection;the jobtilt AMM re2jumt of the Building Official. This NOA renews NOA No. 06-1228.02 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. ••• ••• The submitted documentation was reviewed by J�ai•�•e•D.e*con;P.E.: .. . . .. . . . . . . .. . . . . . .. aM1AMM1JD?MADEM COUNTY ••• •• NOA No. 11-1026.03 + + Expiration Date: May 03,2017 + t6 tti ••• . ... Opproval Date: December 22,2011 IZ Page 1 . .. .. . . . .. .. ... . . . ... . . Marvin Windows and Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. (Submitted under previous NOA No.06-122&02) 2. Drawing No. 1487, titled Series "8 Ft. Aluminum Clad Out-Swing Wood Impact Doors", sheets I through 11 of 11, dated 08/17/2006, with revision "Al", dated 10/17/2011, prepared by W. W. Schafer Engineering & Consulting, P.A., signed and sealed by Warren W. Schafer,P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of outswing wood door, prepared by Architectural Testing, Inc., Test Report No. ATI-67287.01-201-18, dated 12/01/2006, signed and sealed by Joseph A. Reed,P.E. (Submitted under previous NOA.No. 06+-4228.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, FBC-2010 and ANSI/ AAMA/ NWWDA 1001/ I.S.2-97, prepared by W. W. Schafer Engineering & Consulting, P.A., dated 10/17/2011, signed and sealed by Warren W. Schafer,P. E. 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours& Co., Inc. for their"DuPont Sentry Glass®Interlayer"dated 05/26/2010,expiring on 01/14/12. 2. Test reports on: 1) Determining Ignition Temperature of Plastic, per ASTM D-1929; 2) Density of Smoke Testing of Fiberglass Reinforced Plastic, per ASTM D-2843; along with installation diagram,.prgporgd.by.SC=S.U..$. Testing Company, Inc., Test Reports No.'s SGS 147520-1,:SGS 347528-Z1:SU9 147520-3 and SGS 147520-4 dated 10/27/2000, signed by Mi&ej n Elliott,' : : . • (Submitted under previous NOA No. 06-1228.02) • ••• 90: • ••• Jaime D.Gasc P.E. • •.: • : : Product Control Section Supervisor • •• NOA No. 11-1026.03 Expiration Date: May 03,2017 Approval Date: December 22,2011 . . . . . . . . . . . .. .. . . . .. .. ... . 0 0 ... . . 1 1 Marvin Windows and Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 3. Test reports on: 1) Tensile Properties and Xenon—Arc Weathering Tests of Fiberglass Reinforced Plastic; 2) Flammability Testing of Fiberglass Reinforced Plastic, per ASTM D-635; 3) Flammability Testing of Geon 06935-3490, per ASTM D-635; 4) Ignition Temperature Testing of Geon 06935-3490, per ASTM D-2843 and Density of Smoke Testing of Fiberglass Reinforced Plastic. along with marked—up drawings and installation diagram, prepared by Stork/ Twin City Testing Corporation, Inc., Test Reports No.'s TCT 18 0-0758, TCT 18 0-0758.1, TCT 18 0-0758.2, TCT 18 04758.3 and TCT 18 0-0796, dated 10/12, 11/08, 11/09, 11/16, 11/29/2000 and 04/19/2001,signed and sealed by Derrick J. Swanson, P. E. (Submitted under previous NOA No. 06-1228.02) 4. Test reports on: 1) Determining Ignition Temperature of Plastic,per ASTM D-1929; along with installation diagram prepared by Intertek Testing Services NA, Inc.,Test Report No. ITS-3119811SAT-001, dated 03/28/2007, signed by Servando Romo. 5. Test reports on: 1) Determining Ignition Temperature of Plastic,per UL 723 substitute to ASTM 1-84; along with installation diagram prepared by Underwriters Laboratories, Inc., Test Report No. UL—R11183, dated 01/09/2006, signed by Janet L. Burton. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 including supplements, FBC-2010 and ANSI/AAMA/NWWDA 1001/I.S.2-97, prepared by W. W. Schafer Engineering & Consulting, P.A., dated 10/17/2011, signed and sealed by Warren W. Schafer,P. E. 2. Statement letter of no financial interest and independence, dated 10/17/2011, signed and sealed by Warren W. Schafer,P. E. 3. Laboratory compliance letter for Test Report No. ATI-67287.01-201-18, issued by Stork/ Twin City Testing Corporation, Inc., dated 12/01/2006, signed and sealed by Joseph A. Reed, P. E. (Submitted under previous NOA No. 06-1228.02) 4. Laboratory compliance letter for Test Reports No's TCT 18 0-0758, TCT 18 0-0758.1, TCT 18 0-0758.2, TCT 18 04758.3 and TCT 18 04796, issued by Architectural Testing, Inc., dated 10/12, 11/08, 11/09, 11/16, 11/29/2000 and 04/19/2001, signed and sealed by Derrick J. Swanson, P.X. ... • 0 • 0 0 •. (Submitted under previous NO-X No..064V18.bA : : • : . . . . . . • 0:0 00: *:0 Jaime D.Gascon,P. E. .•• : � •.: .• � : : Product Control Section Supervisor • .• ' " NOA No. 11-1026.03 Expiration Date: May 03,2017 Approval Date: December 22,2011 ... . . . ... . . . . . . . . . . . . . .. .• . . . .. .. Marvin Windows and Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 5. Laboratory compliance letter for Test Reports No.'s SGS 147520-1, SGS 147520-2, SGS 147520-3 and SGS 147520-4, issued by SGS U. S. Testing Company, Inc., dated 10/27/2000, signed by Michael S. Elliott. (Submitted under previous NOA No. 06-1228.02) 6. Laboratory compliance letter for Test Report No. UL—R11183, issued by Underwriters Laboratories, Inc.,dated 01/09/2006,signed by Janet L. Burton, P. E. (Submitted under previous NOA No. 06-1228.02) 7. Laboratory compliance letter for Test Report No. ITS-3119811SAT-001, issued by Intertek Testing Services NA, Inc.;dated 03/28/2007, signed by Servando Romo. (Submitted under previous NOA No. 06-1228.02) G. OTHERS 1. Notice of Acceptance No. 06-1228.02, issued to Marvin Windows and Doors for their Series "French Storm Plus I—Ml 8'-0" Aluminum Clad Wood Outswing Glazed Doors—L.M.I.",approved on 05/03/2007 and expiring on 05/03/2012. .. ... . . . . . .. . . . . . . . . . .. . . . . ... . go 00 . Jaime D.Gascon,P.E. •.. . '.. .' . : : 0roduct Control Section Supervisor .. . . . . .•.• •• . . . NOA No. 11-1026.03 Expiration Date: May 03,2017 • — Approval Date: December 22,2011 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . �GENERAL NOTES 1. THESE DOOR SYSTEMS HAVE BEEN TESTED, ANALYZED & 72 5/8„ MAX. FRAME WIDTH (F.W.) STRIKE REPNF SHOWN IN THE 'ALLOWABLE DESIGN PRESSURE S APPROVED FOR :;HRESSUR NOT TO EXCEED THOSE 4 STRIKE REINFORCEMENT SCREWS SCREWS INTO 2. OPENINGS. 8 CKIN & BUCKINGFASTENERS MUSTBE INTO SUBSTRATE (2 PER STRIKE). SUBSTRATE (: PROPERLY DESIGNED do INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SEE "FRAME ANCHOR REQUIREMENTS STRIKE). SEE 3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE TABLE" ON THIS SHEET FOR SCREW ANCHOR REQI WITH THESE DRAWINGS do SHALL NOT VARY UNLESS REQUIREMENTS. TABLE" ON TI SPECIFICALLY MENTIONED ON THE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL „ 6” 6" ,� FOR SCREW FINISH OR STUCCO. 6 MAX. MAX. MAX. 6 MAX. REQUIREMENT! 4. THE DETAILS & SPECIFICATIONS SHOWN HEREIN REPRESENT SEE CORNER DETAILS THE PRODUCTS TESTED PROPOSED FOR WATER, AIR, IMPACT. � CYCLIC k UNIFORM STATIC AIR PRESSURE TESTING IN 4 CONFORMANCE WITH THE FLORIDA BUILDING CODE PROTOCALS TAS-201, 202 & 203 FOR LARGE MISSILE IMPACT DOORS. 5. THESE DOOR SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THEI I 6" MAX. FLORIDA BUILDING CODE (FOC) INCLUDING HIGH VELOCITY / 67 / I I FRAME SCREW OR HURRICANE ZONES (HVHZ). STRIKE INSTALLATION CLIP. S. IMPACT SHUTTERS ARE NOT REQUIRED WITH THESE DOORS. PLATE/ I I \ SEE „FRAME: ANCHOR 7. ALL ANCHORS SECURING DOOR FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF INAC iREQUIREMENTS RESISTING CORROSION CAUSED BY THE PRESSURE TREATING JVE ACTIVE I I TABLE" ON THIS CHEMICALS 1N THE WOOD. 60 I I 59 SHEET FOR SCREW = 1 B. DETERMINE THE POSITIVE & NEGATIVE DESIGN LOADS TO ~ USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE �sj / L K I I L K \ REQUIREMENTS. WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. w c� CENTERED BETWEEN = FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE = II ( � FLORIDA BUILDING eWDE, A DIRECTIONALITY FACTOR OF Kd = C D C EACH HINGE AT 0.85 MAY BE�I�LIE(f PER TIE VCE--7 STANDARD. m 4 5 4 SIDES & 4 TOTAL AT i �.•tJD INCR 113 ALLOW L6 STRESS HAS BEEN USED IN 9 I I OPP RE _ HEAD WHERE w THE OERTIFI TJ0 I' THIS PRbDUC`r WIND LOAD DURATION LL STRIKE - I'S cd 3.$'�AS USED.FOR WOOD SCREW ANALYSIS 58 57 SHOWN) REINFORCEME ONLY. X LE HANDLE Lo ►� SCREWS TNTC J8. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, 4NAP SOME ItO.CVMATERIALS SUBSTRATE NE� "411.MEE7H . QjjIREMENTfie6f+FLORIDA BUILDING CODE CV 61 62 CHRPTt 20. \ 25 5/8- I I " STRIKE). SEE 1i.*ALL WOOA�S MBdkS OF DOORS THAT MAY POSSIBLY COME HINGE MAX. I I 2 MAX. 8 HINGE SCREW INTO i i "FRAME ANCF INTQQ,Q�NTACT tl11TH 1u�ASONRY 811 tbNCRETE SUBSTRATES, ARE � \ REQUIREMENI �UBJE`°T TO MOISTURE &/OR•ARE•ZUBJECT TO THE OUTSIDE °i D.L.O. I I D.L.O. SUBSTRATE (2 PER T JWNq 1MENT SU41L.BE OF Alls4b"ROVEO DURABLE SPECIES TABLE" ON T L►R � I I / HINGE). SEE FRAME cy) SHEET FOR BE TREATED IN AN APPRpVEO�M��r'HOD WITH AN APPROVED �� } VRESERVATNE PER•F�C SECTIDN.M6. I I ANCHOR REQUIREMENI ..... ...... REQUIREMENTS II " TABLE" ON THIS SHEET FOR SCREW REQUIREMENTS. 6" MAX. 6" MAX. I�- jY 6" MAX. SILL ANCHORS WHERE SHOWN. SEE "FRAME E NOTE: ALTHOUGH NOT SHOWN, A NAIL FIN MAY ANCHOR REQUIREMENTS TABLE" ON THISBE APPLIED AROUND THE DOOR FRAMES IN SHEET FOR SCREW REQUIREMENTS (1 AT EACH DOUBLE OUTSWING DOOR ADDITION TO ANCHOR CONDITIONS SHOWN TO CORNER & 6 AT SILL MID—SPAN AS SHOWN). ACT AS A PERIMETER SEAL (NAIL FIN SHALL SCALE: 1/2" = 1'-0" NOT BE A SUBSTITUTE FOR ANCHOR FRAME ANCHOR REQUIREMENTS TABLE CONDITIONS SHOWN}. OPENING TYPE JAMB TO OPENING MINIMUM I MINIMUM NOTE: DOORS MAY BE FULLY GLA2 (SUBSTRATE) FASTENER TYPE EMBED EDGE DIST. HINGE REQUIREMENTS AS SHOWN OR PARTIALLY PANELEC SEE SHEET 3 ELEVATION FOR PAR FRAME SHEAR SCREWS MAX. FRAME MIN. # PANELED DOORS. 2X— WOOD FRAME OR BUCK T NO. 10 SMS SCREW1 1 4" 3/4; HEIGHT OF HINGES 37 7/16" MAX. FRAME WIDTH 72 5/8" MAX. FRAME WIDTH (F.W.) (F.W.) FRAME ANCHORS PER SINGLE UNIT ELEVATIONS 2 ON SHEET 1 & 3. 2 8 1/2"" MAX. 8 1/2 6 6 MAX. MAX. 6 6 MAX. B A 4 4 � 11 FIXED INACTIVE II ACTIVE 0 0 X II X Ld z F G D .. ``' 5 5 5 5 • • • > I I OP SfTE ..... ... . •••• � HINGE 'n ANCHORS PER •'••' SINGLE UNIT ELEVATIONS ON ••••• • •• •• •• " SHEET 1. \ / ..... :..:.. 29 1/8" 25 5/8" II 25 5/8" ..:.. .. .... MAX. MAX. II MAX. .. .... rn D.L.O. D.L.O. ll D.L.O. II " • II .•.. .. . ... - 14 4 Q 6" MAX. �-- 3" 3" 3" ALLOWABLE DESIGN PRESSURE WITH GLASS OPTION 2 SILL FASTENERS WHE (SINGLE & MULLED UNITS) REQUIREMENTS TABLE DOOR TYPE MAX. FRAME MAX. D.L.O. ALL D.L.O. WIDTHS AT FIXED UNITS ARE HEIGHT HEIGHT UNIT IS IN A MULLED SINGLE & DOUBLE EXTERIOR ELEVATION OPERABLE 95 1/2„ 79 5/8„ +s5/-8a PSF DOUBLE OUTSWING D00S WIJH*5IDELI� SINGLE & DOUBLE 82” 66 1/8” +65/-85 PSF SCALE: 1/2" = 1'-O" OPERABLE I I OXXO DOOR SHOWN. ALL OTHER 4-PANEL CONF FIXED PANEL 95 1/2" 1 79 5/8" +65/-85 PSF NOTE:OF SINGLE/DOUBLE DOORS & SIDELIGHTS ALSO A i.rr n. •-in n nrr.0 nnrrr n rnn ni ,nn nnTnun (rnp A11 n All AVIT IZWOWAI C1717 CIAICI17 IIAIIT 1711= I 37 7/16" (F.W.) 8 1/2 MAX. 8 1/2" MAX. SEE CORNER DETAILS ON SHEETS 8 & 9 B r- 00 35 1/6" 4 /8 1/2" MAX. FIXED PANEL BRACKET SCREW INTO SUBSTRATE (1 PER BRACKET). SEE "FRAME ANCHOR 29 1/8„ REQUIREMENTS TABLE” ON SHEET PANEL D.L.O. 1 FOR SCREW REQUIREMENTS. TO EXC SHOWN ELEVATI FRAME SCREW OR INSTALLATION 0000 ' '• : •" FIXED CLIP. SEE "FRAME ANCHOR LL: • REQUIREMENTS TABLE ON SHEET 1 ••••• *0 ••%o FOR SCREW REQUIREMENTS. •• ••• tr F (CENTERED BETWEEN EACH •••• ' .••. 5 v 5 v BRACKET AT SIDES). s ••••• Lie*• ¢ •""' OPPOSITE 0000: ••o 74 FIXED PANEL BRACKET H HERE SHOWN. a LID WHERE � 6 .0000 90000 0000.. too* r- . .. • r- a rn 13" MAX. O.C. 26" MAX. O.C. 25 1/2- MAX./2"MAX. 13" MAX. O.C. 9 1/2 MAX. Q EXTERIC RAIS MIN. 2X4 BUCK/FRAMING & MIN. 2X4 BUCK/FRAMING & BRACKET ANCHOR 1/4" MAX. BUCK ATTACHMENT BY OTHERS FRAME/STRIKE BUCK ATTACHMENT BY OTHERS PER ELEVATIONS AT EACH AN ..... .• ANCHOR PER _ MIN. 2X4 ' _ •� ': ' ':. ':• • ►:' �' ELEVATIONS BUCK/FRAMING 1/4" MAX. <:'.. 1/4 MAX. & BUCK l SHIM t :t= SHIM ATTACHMENT BY :.;': r':• _ AT EACH ,• AT EACH OTHERS .. = 4 `� 43 ANCHOR i`' ANCHOR •. S7 7.ir LI SEALANTSEALANT FRAME/HINGE AS REQ'D 67 72 AS REQ'D 47 ANCHOR 1 1 PER 26 73 26 ELEVATIONS 35 35At 36 36 40 37 17 4038 16 42 74 :•;j.. 68 47 66.. 23 . 3 3 . XTERIE} ��• � EXTERIOR • •• EE GLAZING z EE GLAZING s • DETAILS ON 'LDETAILS ON . .. .... .. Li ••••• SHEET 6 SHEET 6 . . ... _ ...... w . W / 1 Q uj 25 69 44 70 55 68 44 SILL ANCHOR PER 20 (REQUIRED ONLY I PANEL IS IN A Ml 33 32 34 32 NOT REQUIRED WF 71 ALONE.) 75 31 n n r .-{45?I 13 31 n r -(45l I 13 12 1/4" MAX. SHIM AT EACH ANCHOR MIN. 2X4 BOND ASTRIGAL COVER CONTINUOUSLY 11 BUCK/FRAMING WITH APA-AFG-01 ADHESIVE. 56 & BUCK 37 ATTACHMENT BY 15 60 5159 15 OTHERS ; ti FRAME/STRIKE ® 39 ® 1 ELEVATIONS ONS R f 37 24 5424 __KSEE GLAZING 35 29 30 DETAILS ON • •• EXTERIOR SHEET fi : ::+ ;. •.` • BOND ASTRIGAL CONTINUOUSLY WITH '' f • ;•;•. APA-AFG-01 ADHESIVE. SECTION ..... .... ...... ..:.. .. .... SCALE: 1/2 FULL 5 :.••• 1. 4" IJA. 9*••IIM FRAME WIDTH (F.W.) 2" X 5" X 1 • EACH ANCHOR ALUMINUM C+ MIN. 2X4 1 MULLION COVER AS REQUIRED BETWEEN JAIk -BUCK/FRAMING36 & BUCK 1 ATTACHMENT BY 74 OTHERS 16 FRAME/BRACKET 37 ANCHOR PER 9 ELEVATIONS 47 47 10 35 i SUBSTRATE BY OTHERS PER SEE GLAZING ANCHOR REQUIREMENTS TABLE - DETAILS ON THIS SHEET / CLIP ANCHOR PER 1 MULLION CLIP ANCHOR / 2" MIN 1/2" MAX /8 ON THIS MSHEETENTS TABLE 2 1 " 27 2" X 5" X 1/8- 6063-T5 5 ALUMINUM MULLION TUBE. EXTERIOR 6063-T5 ALUMINUM T CLIP 3/4„ 10 �- 01 3/4 MIN. 01 01 01 lo ol oo • •• SEE GLAZING01 oo 10 . . • ••, DETAILS ON 00 lo • THIS SHEET 2 1/2 oo 00 •••••• 00 lo 4 11/16" 2.. • oo MIN. 11 oo • .. ooO 00 00 01 00 ..... .. . . ..... .... .. ... ..:.. .. + o • •,SECTIEq••..• Ho00 °SvALE: 112-fac 6oo ..... .... ...... 5" HEAD MULLION END DETAIL NOTE: JAMBS, CLADING, & DOOR MEMBERS NOT SHOWN FOR CLARITY. DOW CORNING 1199 OR GE SEE GLASS DOW CORNING 995 OR GE RAPID STRENGTH OPENIN( RAPID STRENGTH (APPLIED OPTIONS BELOW (APPLIED AT INTERIOR OF PANEL & ALONG (SUBST " " THE PANEL EDGE 2X- WOOD FR AT EXTERIOR OF GLASS) 1/4 X 1/i6 � MIN. 1/8" TH CONTINUOUS FOAM 24 23 22 2 3 5 5/8" MIN. TAPE MIN. 1/8" TI BITE 56 18 25 27 7 9 15 ALUM 56 MIN. 18 GAGE EXTERIOR STI MIN. 2500 P' '"t 23 22 M7CQI Rlr% 5/8" MIN. 19 (�)CONCRETE BITE RAMSET/RE MIN. 2X4 STRIKE/HINGE ANCHOR PER ELEVATIONS BUCK/FRAMING & INSTALLATION CLIP SCREWS PER "FRAME SUPPORTING MEMBER BY BUCK ATTACHMENT : ANCHOR REQUIREMENTS TABLE" ON SHEET 1 OTHERS; TO BE MIN. 3 BY OTHERS :':::: .;.{ = (4 PER CLIP; 2 PER SIDE) 1/2" DEEP (PER "FRAME 63 1 1/2" X 6 1/2" X 0.05" THICK 50 ANCHOR REQUIREMENTS ,.. s: KSI GALV. STEEL INSTALLATION CLIP. TABLE" ON SHEET 1). SEALANT AS REQ'D 1/4" MAX. SHIM NEXT TO EACH CLIP 1 N0, 8 X 5/8" SCREW (2 PER CLIP) EXTERIOR EXTERIOR • a •��• ' 916640NAL INSTALLATION CLIP OPTIONAL CLIP MO •'�" MOUNT DETAIL ALUMINUM 0 •'• (HEM S7TION SHOWN, SIDES ARE SIMILIAR) (HEAD SECTION SHOWN, ! •�� "" FOR 1) Al NOT SHOWN, SEE OTHER SECTIONS) (FOR DETAIL NOT SHOWN, •;`•'; 3/16" CONCR. SCREW TO REPLACE ALL SUPPORTING MEMBER BY —\ FRAME, HINGE, & STRIKE SCREWS SHOWN OTHERS; TO BE MIN. 3 7 IN ELEVATIONS. (SEE FRAME ANCHOR REQUIREMENTS TABLE ON SHEET 1) 1/2" DEEP (PER "FRAME t ' ANCHOR REQUIREMENTS TABLE" ON SHEET 1). CONTINUOUS WOOD MEMBER SEALANT LESS IN SIZE THAN A 2X_ AS REQ'D BUCK TO BE MIN. 3 1/2" DEEP. (NOT REQUIRED WHEN SHIM SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). REF. GENERAL NOTE #2 ON SHEET 1. 1 ONE NO. 8 X 1 1/4" 3 NO. 7 X 2" FH FH SCREW (JAMB SCREWS PER CORNER 2" 3" ONE N0. 7 X 2" CLAD CORNER) ' FH SCREW 1 0 - 5/8" DIA. X 5" 26 WOOD DOWELS 0 ----L--- - -- -- 5" JAMB CLAD GLUE DOWELS INTO CORNER MEMBERS WITH WOOD KEY ADHESIVE (FRANKLIN • 26 INTERNATIONAL ADVANTAGE 0000. • 310) :•••• •�'•'� ; JAMB TO JAMB CORNER DETAIL 0000.. 0000. . .. 0000 STILE TO TOP RAIL CC 0000. 0000 0000.. 0000. .. . 0000 . . . . . . .. 0000 0000. .0..00 ..... 0000 1 ... . 0 • •• 0000 : • GLUE DOWELS INTO 0000.. MEMBERS WITH WOOD ADHESIVE (FRANKLIN INTERNATIONAL ADVANTAGE ONE NO. .8 X 1 1/2" 0 310) PH SCREW 5" 13 26 ® 5/8.. L--- - - ----- - J SILL JAMB GASKET 4.844" 5/8" 1.063" --1 1.649" 2,> 3„ OSIDE AND i-EAD JAMB `- - - - - - - -- -- - - 4.409" L- --- - - - - - � 0.425„ C (Y-T F 5/8" DIA. X 5" � WOOD DOWELS 1 15/16„ 1.649” - - - - ^ -- - L--- - -- - - -- - J 5/8" 5" QHINGE STILE • &JE•60WELC INTO • MEMBERS WItw*WO'Op 1.669" 1.250" 11 •••• NLTERNATIOME Nk N NTAGE 10} " :•••• 110-16- • •• •• 0.609 • 0.688" ..... ... ...... ..... .. . .... 1.508 ••••: STILE TO INTERMEDIATE RAIL DETAIL 3.984" 12 ASTRAGAL ..... .... ...... •. •.•••• .. 2 15 9 CASING COVER A-n ..... 2a @THRESH 76 0.425" R 0.425" 12.75{ NO. 8 X 1 1/2 P.H. SMS (2 REQ'D) QTQP RAI 0.563- 5 7 3/8" FAN FOLD 1 - INSULATION 0.425" &PANEL S 2.7; 7.784" 0.968" RAISED PANEL RETAINER PLACEMENT 4.063" 0.438" 0.438" ` 0.544" �-0.422" 0.437" 1.547 2.899" 0.050 4.666'• 4.649"IA 1 26 X11 0.055" 0.055" 25.500" -h 0.055" 22 FIXED PANEL s.a23" STILE CLAD 0.078" --� 0.055" -. -0.055" 23 TOP RAIL CLAD 24 STILE CLAD • •• •• 1.689" 4.750" .. .. 1.168"-•- ;•.•. 21RALSED PAW F.L. 1.3125" ••.Y• 1 • ._L_ ••• •• 0.090» -�}�---0.090" 25 BOTTOM RAIL .. .... CLAD • ••;••• 0.831" 33 ACTIVE PANEL 27 1NTER� • 5.6'8'8'' .. @SILL SWEEP (-• -2.090" RAIL C • ' ' WEATHERSTRIP + .. ... T_ 0.130" • 1.625" 1.3125" 0.548" _1 -•-I 1..-0.090" 0.369" 31 THRESHOLD 0.572 ()F r - 34 PANELSWEEP 0.561" 0.035 0.030 O FIXED PANEC 0.040" gWEATHER-STRIP � 0.658" B�J LB PROF ---�}--{--0.475" 36 CONNECTING BARB 37 WEATHERSTRIP 2.750"� n 7,)n" I I -It PARTS LIST N0. I REF. NO. DESCRIPTION NOTES N0, I REF. NO.T DESCRIPTION PARTS & EXTRUSIONS 1 100011397 SIDE & HEAD JAMB *WOOD 41 - NO. 10 X 3" PH A SMS • 2 100014719 HINGE STILE ALUM. CLAD DOOR LVL WITH WOOD VENEER 42 - NO. 8 X 1" AB 3 100033833 TOP RAIL - ALUM. CIAO DOOR LVL WITH WOOD VENEER 43 -- N0. 8 X 3/8- MACHINE SCREW 5 100008674 INTERMEDIATE RAIL (ALUM. CLAD DOOR) LVL WITH WOOD VENEER 44 - NO. 8 X 3" SMS 7 100030437 BOTTOM RAIL (ALUM. CLAD DOOR) LVL WITH WOOD VENEER 45 - NO. 8 X 1 1/4" P.H. S STL SMS 9 00014580 FIXED PANEL STILE ALUM, CLAD DOOR LVL WITH WOOD VENEER 46 - NO. 8 X 5/8' MACHINE SCREW 10 00016785 MULL CASING BASE *WOOD 47 - NO. 8 X 1" AB 11 00042535 ASRAGAL *WOOD 48 - NO. 10 X 1" SMS 12 00008310 ASTRIGAL CASING COVER *WOOD 49 - NO. 9 X 1 1/2" SMS 13 00011114 THRESHOLD LINER *WOOD 50 - NO. 10 X 1" SMS 15 00014719 LOCK STILE (ALUM. CLAD DOOR LVL WITH WOOD VENEER 51 - NO. 8 X 3" SMS 16 00041914 PANEL STOP - FIXED PANEL *WOOD 52 - NO. 8 X 1 1/4' SMS 17 00016403 PANEL STOP - ACTIVE *WOOD 53 - NO. 7 X 2" SMS 18 00016573 GLAZING STOP - GLASS *WOOD 54 - NO. 8 X 1" TH SMS 19 00007090 GLAZING STOP - RAISED PANEL *WOOD 55 - NO. 8 X 1 1/2" P.H. SMS 20 00014943 FIXED PANEL SWEEP FILLER *WOOD 56 - 1 1/2- BRAD NAIL 21 000424t2 PAISTD PANEL WOOD INTERIOR MDF WITH WOOD VENEER 22. 0150 f D PAN 6 I CLAD 6063-T5 ALUMINUM 57 00015469 ACTIVE DOOR HANDLE 0284 6P•RAIL CLAD 6063--T5 ALUMINUM 58 00015824 INACTIVE DOOR HANDLE 24 00014631 ILE CIAD•• ••• 6063-T5 ALUMINUM 59 00013771 ACTIVE DOOR 2-POINT LOCK dEAD801 6• 0180 OiTOM RAI •E 6063-T5 ALUMINUM 6b 00013966 INACTIVE DOOR 2-POINT LOCK HARON iA; 01350 �l$J�B CLAD'••••• 6063-T5 ALUMINUM 61 00003751 4 X 4 BUTT HINGE ��• 0086 WE!MEDIATE: I •CLAD 6063-T5 ALUMINUM 62 00003749 4 X 4 ADJUSTABLE HINGE Q8• 041060 LAD RAISED. Na EXTERIOR MIC 6 ALUMINUM 63 00036080 GALVANIZED STEEL 0.054 C - CLIP -40j1000262 ASTRAGAL OLA ••+ 6063-T5 ALUMINUM MIN. F = 50 KSI I 0000262 AMIGAL C ttIP 6063-T5 ALUMINUM 64 00027022 SS BACKER PLATE •3T 19501110;7 Zy,RESHOLO (PAINTED ULTREX FIBERGLASS WITH MIN. F = 39 KSI & BEARING STRESS = 26.1 KSI 65 00014912 GLASS REINFORCED ACETAL SILL STRII 32 000135087 SILL WTHERSTRIP VINYL PER MARVIN SPECIFICATION (SEE REFERENCE NO.) 66 100014905 GLASS FILLED NYLON SHOOT BOLT GL 33 00013510 ACTIVE PANEL SWEEP VINYL PER MARVIN SPECIFICATION (SEE REFERENCE NO.) 67 00004621 S.S. HEAD STRIKE PLATE 34 00013509 FIXED PANEL SWEEP VINYL PER MARVIN SPECIFICATION (SEE REFERENCE NO.) 68 00026910 S.S. STILE END PLATE 35 100013511 FRAME WEATHERSTRIP VINYL PER MARVIN SPECIFICATION SEE REFERENCE N0. 69 00015312 S.S. SHOOT BOLT GUIDE REINFORCEMI 35A 1000020301MULLION COVER 6063-T5 ALUMINUM 70 00015314 GLASS FILLED NYLON SHOOT BOLT GL SEALS AND SEALANTS 71 00027702 S.S SILI STRIKE 36 100005685 CONNECTING BARB VINYL PER MARVIN SPECIFICATION SEE REFERENCE NO. 72 00037647 S.S. HEADER REINFORCEMENT PLATE 37 00005648 WEATHERSTRIP VINYL PER MARVIN SPECIFICATION (SEE REFERENCE NO.) 73 100036001 S.S. HEADER REINFORCEMENT BRACKE 38 00005399 WEATHERSTRIP BULB PROFILE VINYL PER MARVIN SPECIFICATION (SEE REFERENCE NO.) 74 00042575 FIXED PANEL BRACKET 39 00013513 PANEL WEATHERSTRIP VINYL PER MARVIN SPECIFICATION (SEE REFERENCE NO.) 75 00011232 FIXED PANEL SILL BOLT 40 00013512 PANEL COVER WEATHERSTRIP VINYL PER MARVIN SPECIFICATION (SEE REFERENCE NO.) 76 00042421 RAISED PANEL RETAINER * ALL WOOD USED WITH TESTED UNITS IS MIN. GRADE 2 WESTERN PINE. ALTERNATE WOOD SPECIES TO PINE L.17 05700044 S.S. STRIKE PLATE SHALL BE MIN. GRADE 2 WITH "E" = 1200000 PSI MIN. & "G" = 0.43 MIN NOTE: ALL WOOD IS RECEIVED BY MARVIN WINDOWS & DOORS AS GRADE 2, BUT IS MACHINED BY MARVIN +cc i s- ZooZ CERTIFICATE OF LIABILITY INSURANCE DATE03/29/16 ' PRODUCER Annette Willis Insurance THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 18401 N.W.27 Ave ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Miami,FL 33056 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Phone (305)625-2403 Fax (305)625-6472 INSURERS AFFORDING COVERAGE NAIC# INSURED KDF Construction Inc. INSURERA: Accident Insurance Company 841 NW 173 Terrace INSURER B: INSURER C: Miami, FL 33169- INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR IN RD DATE M/DD/YYYY DATE M/DD GENERAL LIABILITY EACH OCCURRENCE 1,000,000 0 COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 100,000 CPP0001645-03 03/24/2016 03/24/2017 PREMISES(Ea occurrence ❑❑ CLAIMS MADE © OCCUR MED EXP(Anyone person) 5,000 A ❑ ❑ PERSONAL&ADV INJURY 1,000,000 ❑ GENERAL AGGREGATE 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG 1,000,000 ❑d POLICY ❑PROJECT ❑ LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ❑ ANY AUTO (Ea accident) ❑ ALL OWNED AUTOS BODILY ❑ ❑ SCHEDULED AUTOS (Peri person) ❑ HIRED AUTOS BODILY INJURY ❑ NON OWNED AUTOS (Per accident) ❑ PROPERTY DAMAGE (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ❑ ❑ ANY AUTO OTHER THAN EA ACC ❑ AUTO ONLY: AGG EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE ❑ OCCUR ❑ CLAIMS MADE AGGREGATE El ❑ DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND ❑ WCSTATU- ❑ OTH- EMPLOYERS'LIABILITYLIMITER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE Hs,describe under E.L.DISEASE-POLICY LIMIT SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS GENERAL CONTRACTOR Roofing Lisence#CCC1328850 Plumbing Lisence#CFC1428135 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL MIAMI SHORES VILLAGE BLDG DEPT 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 10050 NE 2 AVE THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY MIAMI SHORES, FL 33138 OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE / ACORD 25(2009/01)OF ©1988-2009 ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD c 2oaz DATE(MM/DD/YY) t,._. CERTIFICATE OF LIABILITY INSURANCE 03/29/16 PRODUCER Annette Willis Insurance THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 18401 N.W.27 Ave ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Miami,FL 33056 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Phone (305)625-2403 Fax (305)625-6472 INSURERS AFFORDING COVERAGE NAIC# INSURED KDF Construction Inc. INSURERA: Accident Insurance Company 841 NW 173 Terrace INSURER B: Miami, FL 33169- INSURER C:INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR IN RD DATE MWDD/YYYY DATE MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE 1,000,000 ❑d COMMERCIAL GENERAL LIABILITY DAMAGE RENTED CPP0001645-03 03/24/2016 03/24/2017 -PREMISES(Ea oc urr nce) 100,000 ❑❑ CLAIMS MADE © OCCUR MED EXP(Anyone person) 5,000 A ❑ ❑ PERSONAL&ADV INJURY 1,000,000 ❑ GENERAL AGGREGATE 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG 1,000,000 Q POLICY ❑PROJECT ❑ LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ❑ ANY AUTO (Ea accident) ❑ ALL OWNED AUTOS BODILY INJURY ❑ ❑ SCHEDULED AUTOS (Per person) ❑ HIRED AUTOS El NON OWNED AUTOS BODILY INJURY (Per accident) ❑ PROPERTY DAMAGE (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ❑ ❑ ANY AUTO OTHER THAN EA ACC ❑ AUTO ONLY: AGG EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE ❑ ❑ OCCUR ❑ CLAIMS MADE AGGREGATE ❑ DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY ❑ W C STATULIMIT- ❑ OTH- ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE H s,describe under IAL PROVISIONS below E.L.DISEASE-POLICY LIMIT SPEC OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS GENERAL CONTRACTOR LICENSE#CGC1512188 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL MIAMI SHORES VILLAGE BLDG DEPT 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 10050 NE 2 AVE THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY MIAMI SHORED, FL 33138 OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2009/01)OF ©1988-2009 ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD Constuction Cost Work Sheet: 11004 NW 2 Ave,Miami Shores _., JAN 1 22016 Excavation $ 3,300.00 - y OQ�� Foundation $ 17,200.00 Masonry Framing $ 23,400.00 Exterior Finish $ 13,500.00 Structural Total $ 57,400.00 Roofing $ 24,500.00 Roofing Total / $ 24,500.00 Plumbing $ 12,200.00 Plumbing Total ✓ $ 12,200.00 Wiring $ 10,400.00 Electrical Total ✓ $ 10,400.00 Windows $ 8,300.00 Flooring $ 7,900.00 Insulation $ 6,200.00 Doors $ 4,400.00 Interior Wall Finish $ 13,200.00 Kitchen $ 12,500.00 Painting $ 7,300.00 Bathrooms $ 12,600.00 General Total $ 72,400.00 Central A/C& H $ 9,600.00 Mechanical Total $ 9,600.00 Driveway $ 4,500.00 Driveway Total $ 4,500.00 Misc(3%* $193,600) $ 5,808.00 3%Misc Total $ 5,808.00 Total Cost $ 196,808.00 Total Cost $ 196,808.00