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RC-09-19-2182, 335 NE 101st Stk �,{ '.r`ra+iF,`{.:�, H.r ,t ' �m z dc { ,, �*�S �: ,y�1 a K _.,o.s, <j ,pr s.a F v*T, a ��t '�7'4=�`+`°`t; �,»�; 1'�' _ � •J;ti ,'�'•� i-'e`�� .�:+ "sa" : � h_ *->''� ..�' ,-.r""3:. :+w:, 'i¢ P''.:._s-x. '�!i '►.,,.i+'-''� dint m �. a�,";.?.t�!��'',�*,� #s? '�:ir' - '►� .' e � �''�Y.."+ ,R" '., GE� �t ,t ;t :s`_*r ��.,. '-'P v. "�' ��r. gd '° '- Certificate of Completion Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Y 1 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department Description: KITCHEN RMEODELING & NEW BATH TO REPLACE PERMIT#RC-11-18-3510 = j -'.�'�' Permit Type Building (Residential) Bldg. Permit No. RC-09-19-2182 ,r, + = Owner FEDERICO E ROJAS AYALA Contractor FLIENMAYOR & SALGLIEIRO, LLC. t a� Subdivision/Project Date Issued Construction Type V-B Occupancy Single Family Type Square Footage 0.00 Flood Zone X Location If the building is located in a special flood hazard area documentation of the as -built lowest floor 335 NE 101 ST ST elevation or lowest horizontal structural member has been provided and is retained in the records of Miami Shores, FL 33138 Miami Shores Village. t This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the + SCORES b time of issuance this structure was in compliance with the v rious ordinances of the jurisdiction „ksc. 32 <<9 regulating building construction or use. 'R'�+ i Building Officials Approval Ismael Naranjo, CBO HIV IN SO FEORIDQ' Not Transferable POST IN A CONSPICUOUS PLACE k Miami Shores Village k� .t 0 f QUESTS {'0S1i62 49a9 tar log oil M h"t .. b* Vvoftx *ALLOWED rTR VGH F R04Y.F *? Y4 DOAM 6 I[SALLOWEO ON SUN04y OR:... MAYS SMOIAt NSKCT S ARE DONE MONDAy "O #1 F li T NO I UNLESS THF- p IS R V AV D A#{0 FtAS EN i;tSa}tE �'fR+"�-' Rr?:; �, �,..� t y ;#s .�c;eBEt�YY F#: EC) I"*l.#t*NSA� EXPOSM F NUR T T RIK t5 A CCSS1 E ANG EXF 7ISE FN CAr. C ?tv *F# h ,. ° : r ICG4t tit H T'} :<. ----�� TALLSCiau Owner's Name. i~EDERICO ROJASAYALA Jots Address!4-35 NE 101 ST ST trni Shores. Ft, 33138 RC- Building 11 r 1 , � , F f9 ,)o q F`,t' r POST ON SIT6 113206013 211 Owner's Phone: f.. ,.. -; Total Square Feet: 0 total Jab Valuation: 37000 0 Contractorlsl Phone Address q 4 ?01.1i7 f; 16710 NVV 11 ST ! EMEIRUKE PINES e$crfpt on° ..-N R iE ?DEL1NG & NEW BATH TO REPLACE PERMIT#RC -11 -18-3 10 1VARNING TOOWNER: YOUR w O RECORD a COMMENCEMENTwESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS NOTICE i TO YOUR PROPERTY, y NOTICE OF i MMENCEMENT MUST BE RECORDED AND POSTED ON is SITE BEFOREINSPECTION.i INTEND TO OBTAIN FINANCING, CONSULTYOUR LENDER OR AN ATTORNEY i'E COMMENCING WORKi.RECORDING i i OF r ._ k 1st e Raf Shutters s a Guardrai s compliance 1 5rituCTusw COMMENTS i 029 illil,IF,.*".Tire Mut yj 8 mm [Slab 1 Final TV Final Cable R h Cable Final Inters Ro Intercom Final Alarm Final Fire Alarm rn Rough Fire Alarm Final Service Work With Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 1 335 NE 101ST ST, Miami Shores, FL 33138 1132060135211 Contacts FEDERICO ROJAS AYALA Owner FUENMAYOR & SALGUEIRO, LLC . Contractor 335 NE 101 ST, MIAMI SHORES, FL 33138 HERMES SALGUEIRO Home: 3054847714 FEDERICO.ROJAS@YAHOO.COM 16710 NW 12 ST, PEMBROKE PINES, FL 33028 Business: 9547018768 Inspection Requests: Description: KITCHEN RMEODELING & NEW BATH TO REPLACE Valuation: $ 37,000.00 PERMIT#RC-11-18-3510 j 1¢ Total Sq Feet: 0.00 Fees Amount Payments Date Paid Amt Paid 50% Renewal Fee $555.00 Total Fees $555.00 Credit Card 11/04/2019 $555.00 Total: $555.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and th t all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractgeo do the weK stated. Authorized Signature: Owner / Applicant / Contractor / Date November 04, 2019 Page 2 of 2 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 335 NE 101ST ST, Miami Shores, FL 33138 1132060135211 Contacts FEDERICO ROJAS AYALA Owner FUENMAYOR & SALGUEIRO, LLC. Contractor 335 NE 101 ST, MIAMI SHORES, FL 33138 HERMES SALGUEIRO Home: 3054847714 FEDERICO.ROJAS@YAHOO.COM 16710 NW 12 ST, PEMBROKE PINES, FL 33028 Business: 9547018768 Description: KITCHEN RMEODELING & NEW BATH TO REPLACE Valuation: $ 37,000.00 Inspection Requests: PERMIT#RC-11-18-3510 Total Sq Feet: 0.00 i a , EME, Ali Fees Amount Payments Date Paid Amt Paid 50% Renewal Fee $555.00 Total Fees $555.00 Total: $555.00 Credit Card 11/04/2019 $555.00 Amount Due: $0.00 Applicant Copy For Inspections, Call (305) 762-4949 or Log on at https://bidg.miamishoresvillage.com/cap/. Requests must be received by 3pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. November 04, 2019 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION �UILDING ❑ ELECTRIC ❑ ROOFING RECEIVED S 19, 019 BY: FBC 20 19- Master Permit No. -&T'S--T�P&pq - Q3,92 Sub Permit No ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 335 NE 101 Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Federico Rojas Phone#:305-484-7714 Address:335 NE 101 Street City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email. federico.rojas@yahoo.com CONTRACTOR: Company Name: Tyojh�-- ' ] �' i-C Phone#: q S4 ' Address: �� U�_1J \L S7 0 City: , t i�1K&_S State: Zip: Qualifier Name:(S— 5��1\JF`Q� Phone#: State Certification or Registration M 'L�e,L l� -LA 3 UL Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ CW Aquare/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 1E NZ:M i &-rc-E. �EXf) Q £ D Rf LH 17 Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ ASS - ao +Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which oc pum seven days after the building permit is issued. InWabsech posted notice, the inspection will not be approv an a r in ect_ on fee will be charged. i Signature Signature !OWNE or AGENT CONTRACTOR NAM-S'S qG The foregoing instrument was acknowledged before me this day of C; E' f 0;G' 20 10, by Q�� N-U TL. �2 who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: on. =wrff Wares Print: �- ��= Seal:fill 0 Bonded thru Aaron Notary The foregoing instrument was acknowledged before me this day of s; < QI-TS7k . 20 V-11 by iA'-We5�� who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: 12...- w? Print: &A% 11n -. �eonor MI' res _� mmission # GG09MOO Seal - Expires: April 3o, 2021 "1�4'% Bonded thru Aaron Notmy as / Lq APPROVED BY ` ` Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 335 NE 101ST ST, Miami Shores, FL 33138 1132060135211 Contacts FEDERICO ROJAS AYALA Owner FUENMAYOR & SALGUEIRO, L-C. Contractor 335 NE 101 ST, MIAMI SHORES, FL 33138 HERMES SALGUEIRO Home: 3054847714 FEDERICO.ROJAS@YAHOO.COM 16710 NW 12 ST, PEMBROKE PINES, FL 33028 Business: 9547018768 Ins ection Requests: Description: KITCHEN RMEODELING & NEW BATH Valuation: $ 37,000.00 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $22.20 Certificte of Completion for Single Fam $50.00 and Duplex DBPR Fee $16.65 DCA Fee $11.10 Education Surcharge $7.40 Permit Fee $1,060.00 Scanning Fee $33.00 Technology Fee $27.75 Total: $1,278.10 Payments Date Paid Amt Paid Total Fees $1,278.10 Credit Card 01/15/2019 $1,228.10 Credit Card 11/21/2018 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING jind SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate d t all wo ill be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named c tract do t w rk stated. 45 Authorized Signature: Owner / Applicant ! Contractor / Agent Date January 15, 2019 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION XBUILDING ❑ ELECTRIC ❑ ROOFING OV 2 2018 BY -� 7 �14 FBC 20 1 `t Master Permit NOR-, Il) `3S)0 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Ur— �0 ` Sftrel& City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO ✓ Occupancy Type: Load: Construction Type: C-%(-- Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): TO-80-y 1 Cc> G �?1`^l Phone#: (Z'GS) Address: 35 �4IO1 S-k'CC ' City: State: Tenant/Lessee Name: Phone#: Zip: '31-� o Email: 40 IrC(a ` Q.�GC, C'c3W' CONTRACTOR: Company Name: FkjQ'nLuaypy Phone#: lc1S`\� - Go Address: City: 1 Qi1�n�icG�ey l Q �(nf.S State: L Zip: 1�_a Qualifier Name: I'iQ�IW�S Sa�gUQ \Y� Phone#: State Certification or Registration #: C6C 1 S Z 4'3'ZZ Certificate of Competency #: \ DESIGNER: Architect/Engineer: i�aU sfir, ' iQ" Y Phone#: Address: \� G 8 -Z- Sty 1 QV _ City: kJV' Ae \ - �� State: ;` Zip: Value of Work for this Permit: Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: n Submittal Fee $ �� Permit Fee $ � CCF $ `2 ' ;? ® CO/CC $ - (A Scanning Fee $ Radon Fee $ - 'b DBPR $ % (9 - 05 Notary $ Technology Fee $ b n; .1 Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ 5.0 • M TOTAL FEE NOW DUE $ i'Z2- J • I () (Revised02/24/2014) (/ -:1 2-9 10 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absenc uch posted notice, the inspection will not be app ed and a reinspection fee will be charged. Signature Signature OWN R or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of /� J 20f by l f�' A0 ��{ �., who is persQnaUy known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: CARLOSA%DUA * MY COMMISSION* FF 2118D5 Sign: �G� Print: BadedTluuBudpq Noly3rNOn Seal: The foregoing instrument was /acknowledged before me this _day of /J0U 20 lh by /f � U z Y- , who isFp�rsonaUy-kaownto as me or who has produced identification and who did take an oath. NOTARY PUBLIC: got rr CARL03 PADILLA MY COMMISSION N FF 2t7W5 Budget No" WMOn Print: Eli%J to .5� s Seal: as 719 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 2 . (1 :1 OFFICE OF THE PROP EERTY AWI), R.AiniSER Summary Report Property Information Folio: 11-3206-013-5211 Property Address: 335 NE 101 ST Miami Shores, FL 33138-2424 FEDERICO EDUARDO ROJAS AYALA Owner BEATRICE YOLANDA MACHADO KRUEGER 335 NE 101 ST Mailing Address MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half .................... 3/2/0 Floors _...__. _._.. 1 Living Units 1 Actual Area 2,850 Sq.Ft Living Area 2,260 Sq.Ft Adjusted Area 2,690 Sq.Ft Lot Size 10,350 Sq.Ft Year Built _ 1951 Assessment Information Year 2018 2017 2016 Land Value $310,624 $310,624 $258,854 Building Value $301,415 $262,114 $187,224 XF Value $0 $0I $0 Market Value $612,039 $572,738 $446,078 Assessed Value $584,765 $572,738j $368,948 Benefits Information Benefit Type 2018 2017 2016 .... _...... __............. Save Our Homes Cap ...._.___.... ____._..__. Assessment Reduction $27,274 $77,130 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption 1 $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 18 & W40FT LOT 19 BLK 38 LOT SIZE 90.000 X 115 OR 17722-3774 0697 4 Generated On : 11/21/2018 Taxable Value Information 2018 2017 2016 County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $534,765 $522,738 $318,948 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $559,765 $547,738 $343,948 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $534,765 $522,738 $318,948 Regional Exemption Value ! $50,000 $50,000 $50,000 ___.______................._. _ _�.__ s._ Taxable Value $534,765 _ .._._._...____...__...�_._................... $522,738 $318,948 Sales Information Previous Sale Price OR Book -Page Qualification Description 08/24/2018 $880,000 31149-1040 Qual by exam of deed 07/07/2016 $756,000 30156-0426 Qual by exam of deed 08/26/2011 $457,000 27826-2853 Qual by exam of deed 11/01/2003 $365,000 21873-4074 Sales which are qualified ThP Offire of the PrnnPrtv AnnrnicPr is nnntinualiv Priitinn nnri imriatinn the tax roll Thic wahcitP may not raflPnt the mnat ni irrPnt infnrmntinn nn rr:rnrd Th.- PmnPrtv AnnraiaPr https://www.miamidade.gov/propertysearch/ 11 /21 /2018 RICK SCOTr, GOVERNOR d t JONATHAN ZACHEM, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES AL t EI O H RM ES LU S FUENMAYOR & SALGUEIRO, LLC. 16710 NW 12TH ST PEMBROKE PINES FL 33028 LICENSE NUMBER: CGC1524322 EXPIRATION DATE: AUGUST 31, 2020 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100. Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2018 THROUGH SEPTEMBER 30, 2019 DBA: Receipt #:180-282941 GE E(GENERAL CONTRACTOR (GRAL Business Name: FUENMAYOR & SALGUEIRO LLc Business Type: CONTRACTOR ) Owner Name: HERMES SALGUEIRO Business Location: 16710 NW 12 ST PEMBROKE PINES Business Phone: 9547018768 Rooms Seats Number of Machines: Business Opened:07/01/2015 State/CountyfCert/Reg:CGC15 24 3 2 2 Exemption Code: Employees Machines Professionals 3 For Vending Business only Vending Type: Tax Amount I Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 3.00 0.00 0.00 0.00 0.00 30.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: FUENMAYOR & SALGUEIRO LLC Receipt #02C-17-00004379 16710 NW 12 ST Paid 09/27/2018 30.00 PEMBROKE PINES, FL 33028 2018 - 2019 JIMMY PATRONIS CHIEF FINANICAL 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: 9/9/2018 PERSON: HERMES L SALGUEIRO FEIN: 472330302 BUSINESS NAME AND ADDRESS: FUENMAYOR & SALGUEIRO, LLC. 16710 NW 12TH ST PEMBROKE PINES, FL 33028 SCOPE OF BUSINESS OR TRADE: Contractor -Project Manager, Construction Executive, Construction Manager or Construction Superintendent EXPIRATION DATE: 9/8/2020 EMAIL: FUENMAYOR.SALGUEIRO@HOTMAIL.COM IMPORTANT: Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 FUENMAYOR & SALGUEIRO, LLC Certified General Contractor 16710 NW 12TH ST PEMBROKE PINES, FL 33028 Date: 01/11/2019 State of Florida County of Broward Before me this day personally appeared Hermes Salgueiro, who, being duly sworn, deposes and says: That he be the only person working on the project located at: 335 NE 101' Street, Miami Shores If a subcontractor needs to be hired, he or she shall carry an active professional license, and along with their own General Liability and Workers Compensation insurances. Contractor Signature Sworn to (or affirmed) and subscribed before me this J� day of 2015, by 1�Qt�� LC�►Q© / L Personally know OR Produced Identification Type of Identification Produced GABRIEL LANDER My COMMISSION #GG130146 EXPIRES: AUG 01, 2021 Bonded through 1st State Insurance or Stamp Name of Notary Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if. 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a.permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU AC WLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: State of Florida County of Miami -Dade The foregoing was acknowledge before me this �_ day of 20 By T_£DF a-t «, QG ti Sr who is personally known to me or has produced as identification. Notary: ,pY Py SEAL: � MY COMMISSION #GG130146 7! S(pIRES; AUQ 01, 2021 ondid through Iit E1It1 Insuanoe - LOT - /7 BLOCK - J8 OUL W. U. F b! o- �I 15' TOTAL ALLEY ;' 9,5' ASPHALT PAVEMENT `tii o 5X7.6' j p F./.R:S/ ' NET EAST % 90.00'(M)(R) ❑w/m No ID. 1::-:::::. 5' CHAIN .O; W/M � I iDi 1 � 4i Q - INK FENCE' _- 42. 10' w ;'OJT 0.::•::, o THE WEST 40' .. -- _-OF LOT 19 BLOCK - J8 o /i 22.00' _: :; 16.50.. :•:_: 2.75' O o O 1 s �;� CON :STEPS .' •-�o:�;�::'.�::`:;:';`::::;`:::::.:;�::f:�;::;::�::;'-n, -- • -.. e- p 12.30' _1�� •':•'. 1 ....... 15.3Q' o o POOL PUMP 1Y OOL ,I HEATS h �:•::::•: ':.: ;TRAVERTINE TIL POOL DECK o ,'/ /ONE STORY I 05'.:.? NOT COVERED J.J'X4.05' h = /RESIDENCE ,'', � '-` W CONC. 3' STEPS' j' 00 CBS UTILITYI" IiV/PL 4-75' 1. 113.40/ : R .... ERHA..... :... o --- 4' CBS 1 :; p .%. - 1902' WALL / /,, 19-90' ; ' ; 10..05' 1 BS LOT - 18 { WA 0 0, 00 CERTIFIED TO: LOCATION SKETCH BEATRICE MACHADO AND NOT TO SCALE FEDERICO ROJAS R�I,.I[, r i B N. E. '102-o STREET Tj I,a Ixar _ i l[. ,ELLLD �Y Ia,I • 101 — STREET _I ld ,BIB aBla,, IoOTr' STREET - N Ea _ R - N. E. L.F. ELEV. = 11.97 NOTES LOWEST HABITABLE FLOOR ELEVATION. ;Ia 99T e STREET ,Ie ELEVATIONS SHOWN REFER TO 1929. N.G. V. D- I. I�. . ,> , , raf7 I ,I.!�I I=•I•[I••L,I[°I•,laak[�� .,..I,.� ' �° _ � ,, .e LOWEST ADJACENT GRADE = 9.70 LEGAL DESCRIPTION: B.M. # N-802 ELEV. = 8.98 (MIAMI-DADE COUNTY) GARAGE ELEV.= IVIA LOT 18 AND THE WEST 40 FEET OF LOT 19, BLOCK 38, "MIAMI SHORES SECTION E.R.P.= 9.50 1 ", ACCORDING TO THE PLAT THEREOFAS RECORDED IN PLAT BOOK 10, PAGE Q~o I LOT -20 BLOCK - J8 0 mom I � I � A I Gy FLOOD ZONE: X PROPERTY OF: BEATRICE MACHADO MAP & PANEL= 12086CO302 FEDERICO ROJAS, COMMUNITY NO.: 120652 SUFFIX: L NOT VALID WITHOUT THE SIGNATURF. AND 335 NE 101st STREET, THE ORIGINAL RAISED SEAL OF A. FL.)RIDA DATE OF FIRM: 09-11-2009 MIAMI SHORES, FLORIDA 33138 LICENSED SURVEYOR AND MAPPER. BASE ELEV.= N/A 70, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. SURVEYOR'S NOTES: 1) NOT VALID UNLESS SIGNATURE IS EMBOSSED WITH THE REGISTERED LAIIID 3D'RMEYOR'S SEAL- 2) LEGAL DESCRIPTION PROVIDED BY OTHERS. e. e' : "":' 3) PROPERTIES SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT?QIj PlIdER RECORDED ENCUMBRANCES NOT SHOWN ON THE PROPERTY PLAT OF EMD- ' Osseo• 4 MEASUREMENTS TO WOOD FENCES ARE TO OUTSIDE OF Nf". * • 5) UNDERGROUND UTILITIES, FOUNDATIONS, OR OTHER IMPfKX4E 1ENTS, IE*1NY,.WERE NOS • • • i 0 +0000 LOCATED. ' ' 0 • ' ' soe 6) ELEVATIONS, IF SHOWN ARE BASED ON NATIONAL GEODFyT1C. YFiRTICAL DATL%Aii 1929. • 7) FENCE OWNERSHIP NOT DETERMINED UNLESS OTHERWISE 010TGD- e e e e so*::* 8) MEASUREMENTS TO WIRE FENCES ARE TO CENTER OF ME • • • • • • • 9) WALL MEASUREMENTS ARE TO/FROM FACE OF WALL. * "* e • • • 10) DRAWING DISTANCE BETWEEN WALLS AND/OR FENCES AND PR4PERTYW_INE %MAY BE • EXAGGERATED FOR CLARITY- • • • • • • • " • • • UPDATE & ELEVATIONS 11) FLOOD ZONE INFORMATION WAS DERIVED FROM FEDERAL EMERGENC;MANAGEMEN7*AGEN09Y ADDED:10/1212018 FLOOD INFORMATION RATE MAPS e e 0 • • i e e • e: e' 12) BEARINGS IF ANY SHOWN ARE BASED ON ASSUMED PLAT MERIDIAN AT: QR*TORIGHT OF WAY OF UPDATE.08/01/2017 NE 101st STREET = (WEST) LEGEND I.C.V. IRRIGATION CONTROL VALVE P.C.P. PERMANENT CONTROL POINT W/M WATERMETER A/C AIR CONDITIONER I.P. IRON PIPE PLS PROFESSIONAL LAND SURVEYOR W-V. WATER VALVE AVE. AVENUE FPL FLORIDA POWER & LIGHT PSM PROFESSIONAL SURVEYOR AND MAPPER W U.P. WOOD UTILITY POLE BLVD. BOULEVARD F.I.P. FOUND IRON PIPE PL PROPERTYUNE BM BENCH MARK F.I-R. FOUND IRON ROD P.O.B. POINT OF BEGINNING CA TV CABLE TELEVISION BOX FND. FOUND P.O.C. POINT OF COMMENCEMENT C.B. CATCHBASIN L ARCLENGTH P.R-C. POINTOF REVERSE CURVATURE SYMBOLS CBS CONCRETE BLOCK STRUCTURE (L) LEGAL P.R.M. PERMANENT REFERENCE MONUMENT .,..r.....,=�r CONCRETE CHB CHORD BEARING C.P. LIGHTPOLE P.T- POINT OF TANGENCY-- OVERHEAD UTILITY LINES CH CHORD DISTANCE LB LICENSED BUSINESS R RADIUS WIRE FENCE COR CORNER LS LAND SURVEYOR (R) RECORD-rr-,r— WOOD FENCE _ CT COURT (M) MEASURED R.E. RIM ELEVATION PROPERTYCORNER OF CENTERLINE NA VD NORTHAMERICAN VERTICAL DATUM RAN RIGHT-OF-WAY WATERFLOW CL. CLEAR NGVD NATIONAL GEODETIC VERTICAL DATUM SAN. SANITARY 9_60 EXISTING GRADE ELEVATION CONC CONCRETE NO ID. NOT IDENTIFIABLE S.LP. SET IRON PIPE PROPOSED GRADE ELEVATION C.O. - CLEAN OUT NO. NUMBER S.LR. SET IRON ROD N WA TER VALVE E.B. , ELECTRIC BOX NTS NOT TO SCALE ST. STREET v SIGN. ELEV. ELEVATION O.R.B OFFICIAL RECORD BOOK T TANGENT DRAINAGEMANHOLE'. ENCR. ENCROACHMENT ON/PL ONPROPERTYLINE T.B.M TEMPORARY BENCHMARK SANITARYMANHOLE E.R.P. ELEVATION REFERENCE POINT O.UL OVERHEAD UTILITY LINES TEL. TELEPHONE FIREHYDRANT F.F. FINISH FLOOR P.C. POINT OF CURVATURE TYP. TYPICAL -1 LIGHTING FIXTURE F.H. FIREHYDRANT P.C.C. POINT OF COMPOUND CURVATURE U.E. UTILITYEASEMENT Yl FIRE _DEPARMENTCONNECTION A BOUNDARY SURVEY IHEREBY CERTIFY THAT THIS BOUNDARY SURVEY G1 ff PROFESSIONAL SURVEYING AND MAPPING WAS MADE UNDER SUPERVISION AND MEETS STANDARDS OF PRACTICE SET FORTH BY THE LA LANES & GA R C lA INC. FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND rysry m^•a' � 7 MAPPERS IN CHAPTER 5J-17.050 THROUGH 5;J-17.052, r LB # 2098 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472-027, FLORIDA STATUTES, AND, THAT THE a FRANCISCO F. FAJARDO PSM # 4767 (QUALIFIER) SKETCH HEREON 1S TRUE AND CORRECT TO THE 5 2700 SW 37th AVENUE, BEST OF MY KNOWLEDGE AND BELIEF. SUBJECT TO �ar�e NOTES AND NOTATIONS SHOWN HEREON. MIAMI, FLORIDA 33133 _� PH (305) 666-7909 FAX (305) 442-2530 FRANCISCO F. FAJARDO 261179E FLORIDA PROFESSIONAL SURVEYOR AND MAPPER 261179A REGISTRATION NO. 4767. FIELD DATE:0611012016 SCALE: 1"= 20' DRAWN BY: JONELLE DWG. No.: 261179 MIAMbDiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Nu-Vue Industries, Inc. 1055 East 29 Street Hialeah, Florida 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 proposes. 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 juriediciion. RBR.... reserves the right to revoke this acceptance, if it is determined by Miami -Dade Coltty Ptqqucl.Control • Section that this product or material fails to meet the requirements of the applicabtb'li tding cdHe. • • • • • • This product is approved as described herein, and has been designed to comply wiW We Florida Building .... Code including the High Velocity Hurricane Zone. • DESCRIPTION: Series NVTA, NVTAS, NVBH, NVUH, NVRT and NVTH Steel *Wood Connectors ..:..' •...•• APPROVAL DOCUMENT: Drawing No. NU-2, titled "NVTA and NVTAS, NVBIT24 andNVUH 26, • NVRT and NVTH", sheets 1 through 4 of 4, dated 04/15/2015, prepared by Nu -Vie Uulgstries,, lnc.,,signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control renewal s:MpVith the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County1Product Gmtrol •' •; 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 put -poses shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 12-0130.33 and consists of this page 1 and evidence pages El and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 15-0507.01 M *DADECOUNTY Expiration Date: July 30, 2020 Approval Date: July 30, 2015 07 240f s Page 1 Nu-Vue Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. NU-2, titled "NVTA and NVTAS, NVBH 24 and NVUH 26, NVRT and NVTH", sheets 1 through 4 of 4, dated 04/15/2015, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TEST "Submitted under NOA No. 05-0701.04" Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. and S. E. Black, P.E. Report No. Wood Connector Direction • Da e 1. PT 02-4073 NVTA Upward : •rr/06/02 2. PT 02-4075 NVTA Upward '..' : . I I/07/02 3. PT 02-4074 NVTA Upward 'f f/U/02 4. PT 02-3 93 8 NVTA Upward • • • • • • 08/06/02 5. PT 03-4177 NVRT36 Upward ."". :'Q2R13/03 6. PT 03-4202 NVRT36-T Upward "" ' 02/19/03 7. PT03-4271 NVRT36-T Upward ,, ,,% •43k-7/03 8. PT 03-4270 NVRT24-T Upward ..... • 01/27/03 9. PT 02-4095 NVUH26 Up & Downward: . 01/J7/03 10. PT 02-4096 NVBH24 Up &Downward ; • • • :' MOW02 11. 31-22456.0002 NVTA & NVTAS Lateral • • • •07MO6/02 12. PT 04-4698 NVTH24 Upward Parallel/Perpendicular •04,015/04 13. PT 04-5036 NVTH24 Upward Load 12/10/04 C. CALCULATIONS "Submitted under NOA No. 04-1202.01 " Report of Design Capacities prepared by Vipin N. Tolat, P.E. Product Model No. of Paces Date Signature 1. NVBM24 7 through 8 05/05/03 V. N. Tolat, P.E 2. NVRT 9 through 14 05/05/03 V. N. Tolat, P.E. 3. NVTA & NVTAS 1 through 6 05/05/03 V. N. Tolat, P.E. 4. NVTA & NVTAS 1 through 14 02/06/03 V. N. Tolat, P.E. 5. NVRT 15 through 15 07/07/03 V. N. Tolat, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No: 15-0507.01 Expiration Date: July 30, 2020 Approval Date: July 30, 2015 E-1 Nu-Vue Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 and 51h (2014) edition of the FBC, issued by Vipin N. Tolat, P.E., dated 04/29/2015, signed and sealed by Vain N'Tolat, .. ...... • "Submitted under NOA No. 04-1202.01 " .... • • 2. No Financial Interest and code compliance letter issued by Viphf N..Tolat; %E%on • .... . .. 03/26/2003 signed and sealed by Vipin N. Tolat, P.E. ..... ...... . . ..... .. .. . ...... . . . . ...... .. . •• • .. ftlV- t5 Car os M. Utrera, P.E. Product Control Examiner NOA No: 15-0507.01 Expiration Date: July 30, 2020 Approval Date: July 30, 2015 E-2 . . ... . • . ... .. .. . . . .. .. . • • . . • • . • . . . . ... . . . . .. . TABLE t •: '; . ' ; '; • •; •�• TABLE 2 Truss Anchors NVTA and Riveted Truss Anchors with SeQr NVTAS • • • • • Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS H Length gi Product Code Gauge seat - Gouge strap 16 NVTA-16 NVTAS 212 20 14 18 NVTA-18 WAS 214 20 14 20 NVTA-20 WAS 216 20 14 22 NVTA-22 NVTAS 218 20 14 24 NVTA-24 NVTAS 220 20 14 26 NVTA-26 WAS 222 20 14 28 NVTA-28 NVTAS 224 20 14 30 NVTA-30 WAS 226 20 14 36 NVTA-36 WAS 232 20 14 48 NVTA-48 NVTAS 244 20 14 No. of Fasteners each strop 10d Maximum Allowable Load Ibs Uplift Single Strop Uplift Double Strops L1 Single d5 Doubt trCos• L2 Single & Double ,%Ags 5 757 1514 • 2W • :504 6 805 16100 2510 • 560 7 854 1708 250 500 8 902 •1804 250 500 9 951 •1902 250 500 10 999 11998 250 500 11 1048 -2096 250 500 12 1096 •2192 250 1500 13 1145 •2290 250 500 14 1193 •2290 250 500 -Note: For 8 or more nails per strop, use double truss for double straps. General Notes: I. Steel shall conform to ASTM A653, SS grade 33, min, yield 33 ksi, min. tensile strength 45 ksi and min. golvonized coating of G 60 per ASTM A653. 2. Allowable loods and fasteners ore based on NOS 2005/2012. 3. Design loads ore for S. Pine, specific gravity 0.55. Design loads for other species shall be adjusted per NOS 2005/2012. 4. Allowable uplift loads have been adjusted for load duration factor CD of 1.6. Allowable gravity loads hove been adjusted for CD values of 1.0, per table 2.3.2 of NOS 2005/2012. Design loods do not include 33% increase for steel and concrete. S. Concrete in Tie beams shall be min. of 2500 psi. Concrete Masonry, Grout and mortar in concrete mosonry sholl be min, of 1500 psi. Concrete masonry shall comply with ASTM C90. 6. Combined food of Uplift, Ll and L2 sholl satisfy the following equation. Aelud uosfl ALL Allowable Opilt + aµ *acre LI + XL".b.J <=I.0 7. Allowable loods ore based on W thick wood members unless otherwise noted. IS All designs Conform to FOC 2010 and 2014. • ••• • •• • • • • • ••• •i li MIN. 4" EMS. NVTAS 1" 1 •• 1 H MIN. 4" EMS. NVTA I" Length (in) Product Code Gouge seat Gouge strop • 16 NVTA-16 NVTAS 212 20 14 • 18 NVTA-18 WAS 214 20 14 20 NVTA-20 WAS 216 20 14 22 NVTA-22 NVTAS 218 20 14 24 NVTA-24 WAS 220 20 14 26 NVTA-26 WAS 222 20 14 28 NVTA-28 WAS 224 20 14 30 NVTA-30 NVTAS 226 20 14 36 NVTA-36 NVTAS 232 20 14 48 NVTA-48 WAS 244 20 14 No. of Fasteners each strop 10d x 1.5" Maximum Allowable Load Ibs Uplift Single Strop Uplift i Double Straps L1 Single & Double Straps L2 Single & Double Strops 5 1032 2236 250 SOD 6 1127 2254 385 565 7 1136 2272 520 630 e 1144 •2208 520 630 9 1153 12306 520 630 10 1161 12322 520 630 11 1170 •2340 520 630 12 1178 •2356 520 1 630 13 1187 •2374 520 1 630 •Note: For 8 or more nails per strap, use double truss for double strops. ►ROlwCr RENEWW i e00plif41ls wilt As "arwe Perpendicular A�eeae NO fs l to wall 2 I"`_T11FMk IRakM Ca••ul Iril—'Fit Reinforcements Required 2J, O Concrete Tie Beam 0 21" Parallel L1 or Tie Beam formed to wall with concrete filled O masonry Holes Dio. 47 NVTA, NVTAS TABLE 3 NVBH 24 BUTTERFLY HANGER FASTENER ALLOWABLE v w SCHEDULE LOADS (lbs.) 51 88 o v N v DOWNWARD °0 0 00 GRAVITY LOADS x 2xj NVBH24 18 12 6 1 1113 Notes: 1. Use all specified fasteners in schedule to achieve values Indicated. 2. Values are based on 11' header and Joist thickness. 3. See General Notes, Sheet 1. SYMM.® Mid Span .. .. . . . .. .. . • • ••• • • • • ••• •• •• • • •• •• • • • • • • • • • ••• ••• ••• ••• ••• • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• TBALE4 NVUH 26 JOIST HANGER Ow w 8 FASTENER SCHEDULE ALLOWABLE LOADS (Ibs.) o !« N x DOWNWARD WIND UPLIFT w $ GRAVTY LOADS LOAD x 2x6 NVUH26 14 20 t0 1 2233 1213 Notes: 1. Use all specified fasteners In schedule to achieve values Indicated. 2. Values are based on 3' header thickness and 1j' Joist thickness. 3. See General Notes, Sheet 1. 1Ir SYMM.® Mid Span I .UPLIFT DOWNWARD LOAD . . e. else . . . ••• .. .. . . . .. .. • . . . . . . . . . • ••• • . . • • • . ••• • • . . ... • TABLE 5 ., .. NVRT Flat and Twisted Rafter Ties • • Length (in) Product Code Gauge 12 NVRT-12 14 16 NVRT-16 14 18 NVRT-18 14 20 NVRT-20 14 22 NVRT-22 14 24 NVRT-24 14 30 NVRT-30 14 36 NVRT-36 14 48 NVRT-48 14 16d Fasteners Maximum Uplift Todd 019M mornnger• Flat Ties Twisted Ties 4 725 72f• R 5 861 6 998 1 7 1135 1132 Notes: 1. Specify "F" for Flat and "T" for Twisted when ordering. 2. Fastener values are based on a minimum 1}" thick wood members. 3. • Indicates no. of naps In each connected wood member. 4. See General Notes, sheet 1. • • . • Al. I� LENGTH '1 HALF HALF Connected Connected to truss to wall . • • �e LENGTH _ 1 PRODUCT RENEWED es om *dim with dw ilodde awmine co& D7 / Ae.visBhree No Mi."k Ae Roden cmww UPLIFT I � TABLE 6 •• • • NVRT Twisted Rafter Ties to Concrete Tie Beams • : .•. or Concrete Filled Masonry Lerff tT (in) product Code Gauge • 61; • NVRT-12 14 •16 • NVRT—i6 14 VIWW 18 NVRT-18 14 20 NVRT-20 14 22 NVRT-22 14 24 NVRT-24 14 30 NVRT-30 14 36 NVRT-36 14 48 NVRT-48 14 Notes: No. of 16d nails to Wood Framing No. of 4" diameter Tapcons to Concrete Maximum Uplift Load (lbs) 4 6 722 5 7 856 6 8 991 7 9 1125 " 0 1" 1., O 0 1„ 0 NVRT Anchor Holes dia. N" 1. ITW topcons shall be embedded a minimum of till Into concrete tlebeam or tiebeam formed with concrete filled masonry. ITW tapcons shall Do not have a min. edge distance of 2� and minimum spacing of i� as shown. Use circled 2. See General Notes, sheet 1. holes 3. All tapcons must be in the some row spaced at IV on centers. Do not use holes in the opposite row. o Strap must be long enough to accommodate required tapcons. o 0 I_ /f a 1' o o '• 2j" Min. edge distance Reinforcement required Tic Beam formed with concrete filled masonary or concrete tic beam See o Note N3 0 ' 0 16d }"Tapcons Truss plate required to transfer load to bottom chord Not a.Mr. 1" H MIN. 4" Single Strap EMB. Single Truss NVTH 1A" Truss plate required to transfer load to',, bottom chord .. Reinforcements Required Double Strap \ice Double Truss V` Concrete Tie Beam or Tie Beam formed with concrete filled masonry For General Notes, see sheet 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• • • • • • • .. .. .• .• TABLE 7 "' "' ••• ••• ••• Truss Anchors NVTH • • • • . •. • • • • • • • • • • • ' "' ' ' • • • • • • • • • • • • • • • • • • • • Relnforc&&nts • • • • • • • • Required Concrete Tie Beam or Tie Beam formed with concrete filled masonry I Leq th {in Nroduct Code Uauge seat uauge strop o. of Fasteners in each Strap 10d x 1.5" Singl e Strap on Single Truss Double Straps on Double Truss • 12• • • NVTH-16 18 14 5 1032 2064 14 NVTH-18 18 14 6 1222 2444 16 NVTH-20 18 14 7 1275 2550 18 NVTH-22 18 14 8 1329 2658 9 1383 2766 20 NVTH-24 18 14 10 1437 2874 22 NVTH-26 18 14 11 1490 2980 12 1544 3088 24 NVTH-28 18 14 13 1598 3196 26 NVTH-30 18 14 tYs N.Wv 10 32 NVTH-36 18 14 44 NVTH-48 18 14 5 Nails In Front (Min.) Nails 10d x 1.5" PROOUCTRBNSWBO Z =PRPW O 2i1- O 1Y4" Front do Back O off centered IY4" IVIPIN N. TOLAT, PE (CIVIL) Holes Dla. FL. REG. N 12847 15123 LANTERN CREEK LANE HOUSTON. TX 770e8 NVTH MM®MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINIS'I;RATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 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 "200 StormSafe" Aluminum Horizontal Sliding Windgr *.,.M.I+ :' APPROVAL DOCUMENT: Drawing No. W07-28, titled "S-200 StormSafe Ahrm:I-Ioriz. go*flirig Wd-A:..... (L.M.I.)", sheets 1, 1. 1, 2, and 3 through 8 of 8, dated 04/24/07, with revision F ddtlet1•03/03/17, pitpared bl....; Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the MiaMi--)•Jade C4t1uty'1Vrodudt • Control Revision stamp with the Notice of Acceptance number and expiration .Gate by the MieAi-Dades':". ..... . . ..... 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 lopg.oiIN state*,""' series, and following statement: "Miami —Dade County Product Control Approvek,�nnJpss oth% wi a noted• • • • herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 15-0102.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MiAMPDADE COUNTY NOA No. 17-0717.03 �fj.. p - Expiration Date: August 01, 2022 Approval Date: August 10, 2017 Y6, Page 1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-28, titled "S-200 StormSafe Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1, 1.1, 2 and 3 through 8 of 8, dated 04/24/07, with revision E dated 06/01/15, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 200 aluminum horizontal rolling window, prepared by Blackwater Testing, Inc., Test Reports No. BT-SIW-14-017E, dated 09/25/14 and BT-SIW-14-017F, dated 09/22/14, signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under previous NOA No.:15,4102.01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94;. • • •; • • •; • 2) Uniform Static Air Pressure Test, Loading f"SBC TAS*202-94 ...... 3) Water Resistance Test, per FBC, TAS 202-490 • • • 0; • • • �; 4) Forced Entry Test, per FBC 2411.3.2.1, and 7A%202-94. •. • g P g g f *-5j1 •� ..... along with marked —up drawings and installation diagram o es 2 0 a uminum • • 0*000 horizontal rolling window, prepared by Hurricane Engineering• & `Testi$g' 1ht., Test .... Reports No. HETI-06-4085, HETI-06-4086, HETI-06-40V ?,: gETI-06-4094 and - HETI-06-4179, dated 02/26/07 and 07/25/07, all signed and sealed ty. wael E' - • • • Droz—Seda, P.E. (Submitted under NOA's No. 07-0511.10 Sg44; -081f 05) . �.... 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 •.. •. • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 200 aluminum horizontal rolling window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-06-4089, HETI-06-4090, HETI-06-4092, HETI-06-4095, HETI-07-4126 and HETI-07-4282, dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 12/29/14, with revision dated 06/01/15 and updated to the FBC 6th Edition (2017) on 06/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Manuel NBez. P.E. Product Contrfl E aminer NOA No.-0717.03 Expiration Date: August 01, 2022 Approval Date: August 10, 2017 E-1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "TrosifolS Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. 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. 4. TREMCO Part No. Vulkem 116 LV White Polyurethane Sealant complying with ASTM C1183- 0.135-0.169fl.oz./min., ASTM C661- ±40 A, ASTM C1246- PASS-6 Hrs., ASTM C679- 30 Hrs., ASTM C510- No Stain, ASTM C794 Aluminum 18-22 PLI, Concrete 20-25 PLI AND Brick 19�-23 PLI, P;ST4- C793 - • • • PASS, ASTM C719- ±25% and ASTM D412- 150-200 PSI. '..' • ...... . ...... F. STATEMENTS ""' • • 1. Statement letter of conformance, complying with FBC 61h Eji; 6Mn-(201? j,• and of r o financial interest, dated 06/30/17, issued by Al-Farooq Corporatipp. signed and seal44:--• by Javad Ah•.'..' :..... mad, P.E. ...... 2. Laboratory compliance letter for Test Reports No. BT-SIW-j*Q1fE, date&09/25/14 •; and BT-SIW-14-017F, dated 09/22/14, issued by Blackv later Testinj� -I&., both' • • • signed and sealed by Yamil Gerardo Kuri, P.E. • , . • ; • • • • (Submitted under previous NOA No. 15-0102.01) ' 3. Proposal issued by the Product Control Section, dated 09/19/14, signed by Jaime D. Gascon, P.E. (Submitted under previous NOA No. 15-0102.01) 4. Laboratory compliance letter for Test Reports No. HETI-06-4085, HETI-06-4086, HETI-06-4087, HETI-06-4089, HETI-06-4090, HETI-06-4092, HETI-06-4094, HETI-06-4095, HETI-06-4179, HETI-07-4126 and HETI-07-4282, issued by Hurricane Engineering & Testing, Inc., dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz—Seda, P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.05) G. OTHERS 1. Notice of Acceptance No. 15-0102.01, issued to SIW Impact Windows, LLC for their Series "200 StormSafe" Aluminum Horizontal Sliding Window — L.M.I.", approved on 06/18/15 and expiring on 08/01/17. Manue ez, P.E. Product Cont17-0717.03 xaminer NOA Expiration Date: August 01, 2022 Approval Date: August 10, 2017 E-2 • •• FE APPLIED • FACEE APPLIED • ONAL • w U FOR CAPACITY SERIES 200 STORMSAFE ALUMINUM HORIZONTAL SLIDING WINDOW APPROVAL APPLIES TO SINGLE UNIT'S OR SIDE BY SIDE COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMt—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 THRU 4. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (8TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. . . ... . . . ... .. .. . . . .. .. . • WINDOW WIDTH • • �" 12lII�` • HEAD/SILL A• FALSE SURF) •• OPDOt• JH�j I�IIrI�,I:• . . I�iII� • ••• •• •� • L —MAX. —II1°II1 ===iII •• • yn u u II w i i1( ii i iiri II •� II m I.t N x n O s _ _ ______JL_JL_1_ -9- ------�IHII'II'rIIIIIII -1O/- f✓ _= --_D_.VVVL2.d _. _GD.L. g I, IIIIIIa"rIIIIII iv III4IIC1II��'III 4-G"24' "P OPG. .te D.LOP O 5/8" AN ADDL CH 28 5/8- MTGEENDAT _STIS FOR CAPACTTY THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ,rC ```j1111 PRODUCT REVISED m complying with the FONWR _ c ng Code Accp Acceptance No — EXpixlige 1 � MUNDNS O E APPLIED w SAL S W mo�� 0Hn gac 0 �'A LLiOn�' 1 Q�irnSk 3 3 cV N O ¢ v t z paw 0 O ZN J 3m (~j z Y D] a0n 8 3Lnm y Arno a '•kI`� drawing �\� W07-28 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • 1/8" ANN. GLASS : : .•• 3/16" ANN. GLASS • • . . ... tt■■ LV 090' Intedoyer 090" Interloyer m ry 1 Saflex Clear And Color Glass Soflex Clear Mtl Color Gross • • • n By 'Eastman Chemical Co.' By 'Eastman Chemical".' • • • • • • • • • 900 Z g % • • • • 1/8- ANN. GLASS 3/16' ANN. GLASSi • • • • • • • • • }, Z N a p} r ••• ••• ••• ••• ••• • o `6 0 U Z m Z F. p J r� e 4 24 �Y n 9.1 jl i `° 9.1 II it ••• , • ••• Q 3in, n 2 SILICONE � DOW CORNING 995 I SILICONE I' • • • • I. is DOW CORNING 95 •*• • • • • •o• ••• • • • O � M �-� �i ! ... Tr== ! i! • • • , .. • • • • . . • • as g Q c < l 41I I l It •• • • • • • ••• •• ps]�-° two O ; 9 9A � Z N x tw 19 AT 1/4 POINTS ON LITES Ci 19 AT 1/4 POINTS ON LITES Q WF WIDER THAN 36' WIDER THAN 36' 0 GLASS TYPE 'A' GLASS TYPE 'B' 11/32" OVERALL 15/32' OVERALL c� 1/8' TEMP. GLASS 3/16' HEAT STREN'0 GLASS 3 g � J N n 1/4" AIR SPACE 090' Intedayer y'n, v 3/16" H.S. GLASS 1/8" H.S GLASS Troaitol PVB By kuraray America, Inc. = h .} 30 Q M .090" Interlayer SentryGlos .090" Interlayer Trosifol PVB 090" Intertayar = Z N By Kuraray America, Inc.' By kuromy America, Inc.' So lax Clear And Color Glass By 'Easlmon Chemical Co.' s N N 3 = n m 3/16' H.S. GLASS 1/8' H.S. CLASS 3/16' HEAT STREN'D GLASS F-' C2 U Q O n a 1/4" X 1/4" S—n CL 1n a m m ALUM SPACER Z g N �- 24 91A 4 N 4 V1m� r \ co 2 SILICONE ii 2 SILICONE s 9.1A �' Ii !i 25 SILICONE I. I, DOW CORNING 995 .j DOW CORNING 995 DOW CORNING 995 I! I� 1 K K K O � 9A of z 9A a B 19 AT 1/4 POINTS ON LITES WIDER THAN 36" 19 AT 1/4 POINTS ALL SIZES AT 1 4 POINTS ON LITES 19 / h WIDER THAN 36" . b GLASS TYPE `C' GLASS TYPE 'D' GLASS TYPE 'E' 15/32" OVERALL 11/16" OVERALL 7/16" OVERALL C m o ° GLAZING OPTIONS o c S: •'• Etae�c'••!CJ � � PRODUCTRE•VISED I ~ as complying with the Fla iiie Suildiog Code ` •07 AtteP'1=1 w i 'o E Die ATE OF ((y. drawing no. gy �'S •.tXOR1D1`.•' GO�� W07-28 r III11111 Nt1 sheet l.tof 8 • • • • • • • • • • •w • • • • ••• i • • • i/ • • • s •• ••• ••• ••�J • • • • • • •t�ER:1142 VE:T5:TO-B IIP OF THE WINDOW WIDTH + • s • • • • i0 OR • • • • • ••• •• APPLIED SILL RISER (ITEM #25) REQUIRED WHEN EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 \\`\\\\\ttlll I� I7j77ji' PRODUCT REVISED - c-plying ith tk Florida Rwidmg`Co � Aaeptat x Ab � 'di174' E CiF �� WDIft/� 2 'AT IU ti 77jr10�A�" \\\ t' ��/ n 0 Z u 0 F g Z �v a S 6 Q�th V p of O o1 0 0 IL a Q4'1r� �o c Q W O J z � �Q o z ly 8 ti O a a JO - 4T.a �o Q > n D < ZN J n 3�i m U Z U a dOUm H �N} 3�� V) F n oa U d z „ s $ In m r ' S u o o o u drowing not. W0/-28wml sheet 2 of 8 ADGL MTO. STILE ANCHOR ENDS DESIGN GOAD CAPACITY - PSF (RO OR OX SIZES) • • W/O SPIEL REINFORCING IRTR STEEL REINFORCING 1fQiDOII DIPS. GLASS 'TYPE 'A' GLASS 7YP63 'B' & 'D' GLASS TYPE 'E' GLASS TYPE � 'C' GLASS TYPE •i 'C' WIDTH HEIGHT exr.(+) INr.(-) Exr.(+) 1Nr.(-) Exr.(+) INr.(-) D(T.(+) INf.(-) IJC(.(+) INr. 24' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - • 36• 70.0 70.0 70.0 70.0 70.0 70.0 B0.0 100.0 - 48• 24' 70.0 70.0 70.D 70.0 70.0 70.0 80.0 100.0 - - 80' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 72" 70.0 7o.D 70.0 70.0 70.0 70.o Bo.o loD.o - - 24' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 36' 7o.a 70.0 70.0 70.0 70.0 70.o eo.o 100.0 - - 49' 36• 70.0 70.0 7o.a 70.0 70.0 70.o Bo.o lao.o - - fio• 70.0 70.0 7o.a 70.0 70.0 7D.o Bo.o 100.0 - - • 7z• 70.0 70.0 70.0 70.0 70.0 70.o Bo.o 1oD.o - - 24' 70.0 70.0 70.0 7D.0 70.0 70.0 B0.0 100.0 - - 36" 70.0 70.0 70.0 70.0 70.0 70.0 60.0 100.0 - - 4a' 70.0 7D.o 70.0 70.0 70.0 70.o Bo.D loo.o - - 6O" 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' �, 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - B4• - - - - 70.0 70.0 - - - - 90' - - - - 70.0 70.0 - - - - 98' - - - - 70.0 70.0 - - - - 24• - - 70.D 70.0 70.0 70.0 80.0 100.0 - - 36' - - 70.D 70.0 70.0 70.0 80.0 100.0 - - 48" 60' - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 80' - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 84' - - - - 70.0 70.0 - - - - 24' 100.0 _ _ 36' - - - - - - 100.0 - - 46• 72' - - - - - - 100.0 - - k17 72' - - - - - - 77.9 80.0 100.0 26-1/2• 70.0 70.0 70.0 70.0 70.0 100.0 - - 37' 70.0 70.0 70.0 70.0 70.0 100.0 -- 53-1/8'26"70.0 70.0 70.0 70.0 70.0 . 100.0 - - 74• 70.0 R70.0 7o.D 70.0 70.0 70.0 60.0 100.0 - - 26-1/2' 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 37• 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 53-1/8' 38-3/8' 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 74• 70.0 . 7D.o 70.0 70.0 70.o eo.o 1ao.o - - 26-1/2' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 37' 70.0 70.0 70.0 70.0 70.0 70.0 B0.0 100.0 - - 53-1/B• 70.0 70.0 70.0 70.0 70.0 70.0 80.0 700.0 - - 74' 50-5/8' 70.0 70.0 70.0 70.0 70.0 70.0 80.0 100.0 - - 84" - - - - 70.0 70.0 - - - - 90' - - - - 70.0 70.0 - - - - 9fi" - - - - 70.0 70.0 - - - - 26-1/2" - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 37" - - 70.0 70.0 70.0 70.0 851.0 100.0 - - 53-1/8' g3• - - 70.0 70.0 70.0 70.0 80.0 100.0 - - 74' - - 70.0 70.0 70.0 70.0 80.0 94.2 - - 84' - - - - 70.0 70.0 - - - - 26-1/2' - - - - - - 80.0 100.0 - - 37• 80.0 100.0 _ _ 53-t/8" 74• - - - - - - 80.0 92.7 - - 74' - - - - - - 73.5 73.5 80.0 100.0 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • DESIGN LOAD • • • • • • 3 •• •• • • •• •• • • y'`• z '+ j • • • • • • • • • • • IIIVVV • • • o •• • • • •• ••• •• OG7 f�q • • ••• • • • • • • • • • • V Dj el • • • •• . • • • • • Or�rc 8 R • • O Q •• • • • • • ••• •• o Q=� Z N _ g pZ 1oig y Q W W f F g N Y JN N o JO N Q�M o s 0a Ztn� N ��= M UZU < dOro N o 8 3nw w SiO o0 c wRH ADDL ANCHOR � AT NTG. STILE ENDS .55 >; # APPLIED SILL RISER (ITEM #25) REQUIRED WHEN NOTE: GLASS CAPACITIES ON THIS SHEET ARE o o = .6 (1/3w) (2/3w) EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. BASED ON ASTM E1300-09 (3 SEC. GUSTS) 'i AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 - o c o w Lij " _ '� • •uGENBE +� � OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH rRODUCT REVISED . complywj; with the Florida XO OR OX B ldetg Cade ccepance�l 'cation R i E Due •, [(7` ►.•• �. drowing no. '/.,S�O►vn►. Miami t "\,�• //1111111t�t sheet 3 of $ CAPACITY - PSP (7C0 OR 0% SIZES) R/0 STEEL Rfi1NFORCING WITH STfiEL REINFORCING D017 DINS. GLASS TYPE 'A' GLASS TYPES 8 'D' GLASS TYPE 'C' GLASS TYPE # 'C' H F HEIGHT ExT.(+) iNr.(-) Exr.(+) iNr.(-) Exr.(+) [Kr.(-) Exr.(+) iNr.(-) " 70.0 70.070.0 7a.o so.o 100.0` 70.0 70.0 70.0 70.0 SD.O 700.0 - - 72" 24• 70.0 70.0 70.0 70.0 80.0 100.0 - - 81' 70.0 70.0 70.0 70.0 80.0 100.0 - - s+• 7FO",.0 7D.o 70.0 70.o ea.o too.o - - 63" 70.0 70.0 70.0 80.0 100.072' 36•70.0 70.0 70.0 80.0 t00.0ar - 70.0 70.o ao.o 100.0 - - 54" 70.0 70.0 70.0 70.0 80.0 700.0 - - 63' - - 70.0 70.0 80.0 100.0 - - 72" 70.0 70.0 80.0 100.D - - 81' - - 70.0 70.0 80.0 700.0 - - 54' - - 70.0 70.0 80.0 100.0 - - 63' - - 70.0 70.0 80.0 100.0 - - 72' 70.0 70.0 80.0 100.0 - - 81" - - 70.0 70.0 80.0 100.0 - - 54• - - - - 80.0 97.8 - - 63' - - - - 80.0 88.1 - - 72' 72• - - - - 80.0 87.2 80.0 100.0 81" - - - - 78.3 76.3 80.0 11X1.0 55-1/2° 70.0 70.0 70.0 70.0 80.0 100.0 - - 79-3/4" 2g• 70.0 70.0 70.0 70.0 80.0 100.0 - - 83-1/4' 70.0 70.0 70.0 70.0 80.0 100.0 - - 55-1/2" 70.0 70.0 70.0 70.0 80.0 100.0 - - 79-3/4' 38-3/8" - - 70.0 70.0 80.0 100.0 - - 83-1/4" - - 70.0 70.0 80.0 100.0 - - 7D.D 7D.o 7o.D 7D.o w.o too.o - - S0-5/8' - - 70.0 70.0 80.0 100.0 - --70.070.0 80.0 100.0 - E -70.0 70.0 80.0 100.0 - 63•-70.0 70.0 B0.0 96.5 - --70.0 70.0 80.0 95.0 -2-- -/ - - - - 80.0 92.3 - 79-3/4' 74•73.6 73.6 80.0 83-1/4'72.0 72.0 80.0 5[LFS) WINDOW DIMS. W/0 STEEL REINPORCD4G WITH STEEL REINFORCD4G GLASS TYPE 'A' GLASS TYPES 'B' h 'D' GLASS TYPE * 'C' GLASS TYPE « 'C, WIDTH HEIGHT EXT.(+) IM.(-) EXT.(+) INT.(-) EXI.(+) IM.(-) EXT.(+} INf.(-} 72' 70.0 70.0 70.0 70.o eo.o 100.0 - - 84' 70.0 70.0 70.0 70.0 80.0 1oo.D - - 96' 24• 70.0 70.0 70.0 70.0 80.0 100.0 - - toe^ 70.0 7D.o 70.0 7o.a 60.o foo.o - - 72' 7D.o 7a.o 70.0 7o.D eo.o 1oo.D - - 84' 70.0 70.0 70.0 70.0 80.0 100.D - - 96" 36• 70.0 70.0 70.0 70.0 80.0 100.0 - - 108' 70.0 70.0 70.0 70.0 80.0 100.0 - - 7z' 70.0 70.0 7o.a 7o.D 6o.a foo.o - - 84' _ 70.0 70.0 70.0 70.0 80.0 100.0 - - 96" � 70.0 70.0 70.0 70.0 80.0 100.0 - - 1D8^ 70.0 7D.o 70.0 70.o go.o 100.0 - - 72' - - 70.0 70.0 60.o Ioo.o - - 84' - - 70.0 70.0 80.0 100.0 - - 9 g' 60• - - 70.0 70.0 80.0 100.0 - - 1O8' - - 70.0 70.0 80.0 100.0 - - 7y - - - - eo.o foo.o - - �^ _ _ _ _ 80.0 92.5 _ _ 9b' 72' _ _ 80.0 84.1 _ _ IOg• - - - - 77.9 77.9 80.0 100.0 74• 70.0 70.0 70.0 70.0 80.0 100.0 - - 106-1/4' 28' 70.0 70.0 7D.0 70.0 80.0 tOD.O - - 111' 70.0 70.0 70.0 70.0 B0.0 100.0 - - 74' 70.0 70.0 70.0 70.0 tt0.0 100.0 - - 106-1 /4' 38-3/8' 70.0 70.0 70.0 7D.0 80.0 f00.0 - - nI• 70.0 7D.o 70.0 70.o eo.o 100.0 - - 74^ 7o.D 7D.o 70.0 70.0 60.0 100.0 - - 106-1/4' S0-5/8' 70.0 70.0 70.0 70.0 80.D 100.0 - - 17r 70.0 70.0 70.0 7o.D eo.o 100.0 - - 74" - - 70.0 70.0 B0.0 100.0 - - 106-t/4• 63• - - 70.0 70.0 80.0 96.5 - - 711' - - 70.0 70.0 B0.0 94.2 - - _ _ 80.0 98.1 _ _ E741 74"75.fi 75.6 80.0 100.0 - - - - 73.5 73.5 80.0 100.0 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • . . • • • �u oN 3 O a� Z 1. n Z ~ tl1 i a g i O� 109 °` CC g, 00.0<°o O cc Ig Q °LL F Z � Jem a�a O z J w g a J N J O_ Y gM ZU J s li N 3w= n H UU aim" �N} c to m o yO C O WNH ADDL. ANCHOR WffH ADDL. ANCHOR a � AT ARG. STILE ENDS AT MfG. STILE ENDS _ o °a u a b o NOTE: (1/4w) (I M) (I/,4w) GLASS CAPACITIES ON THIS SHEET ARE •• « , ,� BASED ON ASTM E1300-09 (3 SEC. GUSTS) o AND FLORIDA BUILDING COMMISSION ° S o 0 � DECLARATORY STATEMENT DCA05-DEC-219 5 °coo W ��lttuln177j7 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH L a 1 PTZODIJCTREVISED s S rs complying with IW Fktrilla 70717. XOX XOX g BoildhA-plg Curie ,1 Ezpiaat Dae %®•'. TE fOF �� drowing no. APPUED SILL RISER (ITEM #25) REQUIRED WHEN fly oR• �� W07_28 EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. DESIGN LOAD CAPACITY - PSF (XOX (tf311� (1//3W) (1/3Yn DESIGN LOAD CAPACITY - PSF (XOX SIZES) DOW S. W/0 STEEL REINFORCING WITH STEEL REINFORCING G�ASS 1'YP� A, GLASS TYPES k .• GLASS TYPE .C. 4 GLASS TYPE ,C, + Wl�li - HAM EXf,(+} INi(-) EXT.(r) TINTj- EXI'.(+) IM.(-) EXT.(+) IM.(-) 7y • 7. .0 7os 4os eo.a foo.o - - •6r• • • ! a9A • •7D.i �.G • 7Q. 60.o toD.o - - 96' 24 70.0 70.0 70.0 70.0 B0.0 100.0 - - 108' 70.0 70.0 70.0 70.0 B0.0 1D0.0 - - 7z' • • 70. 7o.D 70.0 aD.a foo.o - - 8+"• � p.0 • • 70� 70.0 .70.o 70.0 80.0 t 00.0 - - 96' • 3 � • .0 • • 70a • 70.0 70.0 80.0 100.0 - - toe• • • r • • -• 70.0 70.o eo.o too.o - - 7z 7oE • 7oE • tD.o • 70.o eo.o 100.0 - - 84' - - 70.0 70.0 80.0 100.0 - - 96" 48' - - 70.0 70.0 80.0 100.0 - - 108' - - 70.0 70.0 80.0 f00.0 - - n' - - 70.0 70.o eo.o too.o - - 84" - - 70.0 70.0 80.0 1D0.0 - - 96' �, - - 70.0 70.0 B0.0 100.0 - - 108' - - 70.0 70.0 80.0 100.0 - - 72' - - - - B0.0 97.8 - - 84' 80.0 BB.t 96' 72' - - - - 80.0 81.2 80.0 100.0 108' - - - - 78.3 76.3 BO.D 100.0 74" 70.0 70.0 70.0 70.0 80.0 10D.0 - - 106-1/4' 26' 70.0 70.0 70.0 70.0 80.0 100.0 - - 111 • 70.0 70.0 70.0 70.0 80.0 100.0 - - 74' 70.0 70.0 70.0 70.0 80.0 100.0 - - 1D6-1/4' 38-3/8' - - 70.0 70.0 80.0 100.0 - - tu• - - 70.0 70.o go.o foD.o - - 74" 70.0 70.0 70.D 70.0 80.0 100.0 - - 106-1 J4' `•�-5/8' - - 70.0 70.0 80.0 100.0 - - 111" - - 70.0 70.0 80.0 100.0 - - 74' - - 70.0 70.0 80.0 100.0 - - 106-1/4' 63' - - 70.0 70.0 80.0 98.5 - - 111' - - 70.0 70.0 80.0 95.0 - - 74' - - - - 80.0 92.3 - - 106-1/4' 74' 73.8 80.0 100.0 111' 72.0 80.0 100.0 TYPICAL ANCHORS D SILL RISER OTE ON S 2 THRU 4 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TYPICAL ANCHORS F- - - - - - - ---- --- --- t 1—DA COUNTY APIPROVED OI 1j • I� Si ION• MULUON TMCHORI I} f SEP TE *A • •� I • • • . 1• • ECiE DISi. 11 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES: W1 = 1" X 1/4" WEEPHOLES IN PAIRS (2) ON VENT AREA AT 2" FROM ENDS AND 26" O.C. (4) UNDER FIX. LITE AT 18" O.C. W2 = 1-3/4" X 1/4" WEEPHOLES WITH NYLON BAFFLE (2) ON VENT AREA AT 15" FROM ENDS AND 24" O.C. (3) UNDER FIX. LITE AT 16" O.C. ° `WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. I TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" Dlk U TRA ON BY ' ICO (Fu-177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC, OR MASONRY #14 SMS OR SELF DRILLING INSCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN, (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-3/4" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD. SILL OR JAMBS SG a 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. PRODUCT RBVISGD ' as complying with the Flmfda = �tuildmg Code - � : 1h Acccp•.mcc No E.Iq+rsatnn Dtae: L _ K % V o w � o I t 0 drawing no. W07-28 STRI . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • ... VENT WIDTH •• : •• : • • • • •• •• • • • •X. • • 1/4. 1/4" MAX. 12 (; T OPTIONAL T • D� I SPRING LAT • • • • • • I I-• } • SHIMS • SH• • • • •TYPICAL ANCHOR. SHIM �J 21 �J E D.L. OPG. 7 #B FH SMS SPACING SPACING Ir 2/ LATCETAL JCTURE 4-FO'R _ SCREEN OPT IO __—_____23 23 0 2X3 FOAM PAD 5 �4 D.L. OPG. 0 4 AT TOP do BOTTOM 4A REINFORCING BAR READ. 19 a WHEN LOADS EXCEEDS 70.0 PSF EXTERIOR ley WINDOW WIDTH WOOD BUCKS XO LAYOUT TYPICAL ANCHORS OX OPPOSITE SEE ELEV. FOR SPACING XOX LAYOUT MIAMI—DADE COUNTY APPR,D CUPPED MULL! SEE SEPARATE NOA7 YPI TCAL ANCHORS L ANCHORS _EV. FOR SPACING BUCK UCTURE s � � ��(�� drowi0no. sheet 6 of 8 Oi FRAME HEAD U FRAME SILL .062 .250 437 1.424 O SILL TRACK t�2.297--V O FRAME JAMB (VENT SIDE) (9 FRAME JAMB (FIX. SIDE) 1,328 .563 1 1.375 .062 ,4 © VENT TOP/BOTTOM RAIL 36 OB JAMB STILE T�-2.312- 13 1 07 MEETING STILE . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 SIW201 i FRAME HEAD 6063-T6 - 2 SIW202 E SILL 6063-T6 - • 3 • • SIW210 9 • 6 SHIL•TRACK• • 6063-T6 - • 4 S 204 FRA JAMB tVENT SIDE) 8663-T5 - • 4A • SIW136 • FRME JAL* (F SIDE) 6063-T5 - 5 SIW2019 17 MT FIM IM. AL 6063-TS - 6 SNI107 2/ VENT VENT TOP & BOTTOM RAIL 6063-TS - 7 SIW105 1/ VENT VENT INTERLOCK 6063-T5 a• 81w1066 19t.'ENT • WW JMftSTILE 6063-T6 - 09 W1 R D.• GLAZlt* BEAD (3/8" GLASS) 6063-T5 - 9.0 SWIM A& dtEOD. • ALT. GLAZIkJG BEAD (3/8' GLASS) 6063-T5 - • �A 1 R D. • G I BRAD (7/16' GLASS) 6063-TS - 9.1A SIW127 AS READ. ALT. GLAZING BEAD (7/16" GLASS) 6063-T5 - 9B SIW117 AS REDD. GLAZING BEAD (LAM. INSUL GLASS) 6063-T5 - 11 2K356B22 2/ VENT SWEEP LATCH, AT 15-1/2" FROM EACH END - MASSOUD & BROS. CO. 12 SIW109 2/ VENT SPRING LATCH, AT 15-1/2' FROM EACH END 6063-1-6 - 13 - AS REDD. FRAME & VENT ASSY SCREWS - #10 X 1-1/2" PH SMS 14A - 2/ VENT FIXED RAIL SCREW AT TOP - #12 X 1-1/2' PH SMS 14B - 2/ VENT FIXED RAIL SCREW AT BOTTOM - 012 X 4" PH SMS 15 SIW207 4/ VENT ROLLER HOUSING & GUIDE DELRIN - 16 SIW208 2/ VENT ROLLER - BRASS OR ST. STEEL 17 SM209 2/ VENT ROLLER PIN ST. STEEL - 18 - 5/ WDW. BAFFLE NYLON - 19 - 2/ LITE SETTING BLOCK, DUROMETER 85±5 SHORE A EPDM - 20 W2320ING AS READ. TOP & BOTTOM RAIL W'STRIPPING - ULTRAFAB OE EQUN. 21 9302BL AS READ. FRAME JAMB W'STRIPPING POLYPROPYLENE CENTRAL PLASTICS 22 - OPTIONAL SCREEN - 5/16" BOX 23 U4513 AS READ. BULB W'STRIPPING - SCHLEGEL 24 5531 AS READ, EXTERIOR GLAZING SPACER, DUROMETER 70±5 SHORE A SANTOPRENE CENTRAL PLASTICS 25 5530 AS READ, INTERIOR GLAZING SPACER, DUROMETER 70±5 SHORE A SANTOPRENE CENTRAL PLASTICS 26 SIW211 AS READ. SILL RISER 6063-75 - 2.687 078 1.474 .644 I- 1,144 r ID .155 120 ,.248 '050 L—t�j}9 .200 Ij;j;j{ .290 .240 IS�I 140 1.875--i T— 1.177 .050 1.177 T A Fa��'615 -i V-.063 FIXED MTG. STILE �y 184 O 24 EXTERIOR GLAZING SPACER 25 INTERIOR GLAZING SI GLA2ING BEADS (3/8" GLASS) 26 SILL RISER SCALE 1:1 SCALE 1:1 1.495 551 p- 1,551 F .290 N) .050 �— ��py� .812 .812 .BJB , 122 ` .61- 1.1177 � 50 1.t77 �_ .050 1.1�77 PR D REVISM i 4 �Ibd.F =rf O 1 O h -1.304 ae GLAZING BEADS (7/16" GLASS) GLAZING BEAD (LAM. INSUL. GLASS) t2 SPRING LATCp4ilil aee °�s1C �� 00 OF drow,ng no. rop.•a?: W07-28 II ,t11A sheet 7 of $ / •• •�•i • • • / i }IL i� /" ••• ••• ro / /'/ G�Hm IL • • • •• /'/" goo<� a�ag� v N O1 1 J N VENT TOP/BOTTOM CORNERS � J N FRAME TOP CORNER FRAME TOP CORNER p j M o OQ x Z n J L I� 3� N A 13 �Z� a 13 � QaOm h (/1 Ori m r=- O LF 'ttO00l'T (:LYISEU '� E i uwanPlYinggwiih dx Fkxida _— T I3uiEdiuE Code ol FRAME BOTTOM CORNER � Cl I �.� drowin no. FRAME BOTTOM CORNER 9 AT MOVING END AT FXED END B` i ft �''�;�9�� 1�I107—`Z$ FIXED MTG, RAIL CORNER! M IAM aDiADE MIAMI-DADE COUNTY MM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidagL.gov/economy. SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 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 "S-425 & S-426" Aluminum Fixed Window - L.M.I. • • 0 • • • 0 • . • APPROVAL DOCUMENT: Drawing No. W09-55, titled "S-425/426 Aluminu"ti F Sd Wdw. L.M.I.)"; sheets 1 through 9 of 9, dated 10/13/09, with revision D dated 07/11/17, prepared b)6.4j-bF'arooq•Corppration;••••� signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product.Gonfrol R&i9i"Pstamp.... with the Notice of Acceptance number and expiration date by the Miami -Dade C xi.ty Product .Control.:.. Section. ' .. .. . ...... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. • • LABELING: Each unit shall bear a permanent label with the manufacturer's Ram�e•or log**,' city, state, model/series, and following statement: "Miami -Dade County Product Control Appraved�', unigag polerwis®� • • •: noted herein. " . RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0926.16 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0918.05 !20 Expiration Date: January 09, 20Approval Date: November 09, 2017 17 /v 3o 1 0 Page 1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09-55, titled "Series S-425/426 Aluminum Fixed Wdw. (L.M.I.)", sheets 1 through 9 of 9, dated 10/13/09, with revision C dated 08/21/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of an aluminum fixed window, prepared by American Test Lab of South Florida, Test Report No. ATLSF-1201.01-10, dated 05/12/11, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No.09-1021.10) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-9t •" ...... 2) Uniform Static Air Pressure Test, Loading ptl FBC TA$ZRZ-94 •; 3) Water Resistance Test, per FBC, TAS 202 VT: * • 4) Large Missile Impact Test per FBC, TAS 2U j;4 • • ; • • • • 5) Cyclic Wind Pressure Loading per FBC, AS203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and'IA'g 202-9•4. •; . • • • • • along with marked —up drawings and installation diagram: of an aluminum fixed casement window, prepared by Hurricane Engineering and TOstifig; Inc.,.Test Repogj •• No. HETI-09-2627, HETI-09-2629, HETI-09-2630, HBTI-09-263X* *FWTI-09- 2625, HETI-09-2626A, HETI-09-2626B and HETI-09-26260, dated• .N/06/0;: • • signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-1021.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 08/18/14, prepared by Ai-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No. 17-0918.05 Expiration Date: January 27, 2020 Approval Date: November 09, 2017 E-1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated August 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. ATLSF 1201.01-10, issued by American Test Lab of South Florida, dated 05/12/2011, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 09-102L10) 3. Laboratory compliance letter for Test Report No.'s HETI-09-2627, HETI-09-2629, HETI-09-2630, HETI-09 2633, HETI-09 2625, HETI-09-2626A, HETI-09- 2626B and HETI-09-2626C, issued by Hurricane Engineering and jes4g, Inc., dated 10/06/09, signed and sealed by Candido F. Font, P.E. - •. • .""' (Submitted under NOA No. 09-1021.10) • • • • ...... . ...... G. OTHERS .... .. • • • • 1. Notice of Acceptance No. 12-0223.22, issued to SIW Impact sVAriiows, WG0or them... Series "S-425 & S-426" Aluminum Fixed Window - L.M.I.", al plb �I3 on 0543412 aifd : • • • . .. . ...... expiring on 01/27/15. . . . . ...... 2. NEW EVIDENCE SUBMITTED • �' •' • B. DRAWINGS • • • 1. Drawing No. W09-55, titled "Series S-425/426 Aluminum Fixed Wdw. sheets 1 through 9 of 9, dated 10/13/09, with revision D dated 07/11/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6th Edition (2017), dated 07/10/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0918.05 Expiration Date: January 27, 2020 Approval Date: November 09, 2017 E-2 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlasg (CIear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosiufol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC-5th Edition (2014) and FBC-61` Edition (2017), and of no financial interest, dated 07/10/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #14-0926.16, expiring on 01/27/20. E-3 •000:0 ...... ...... . ...... .... • •• •0000 . . .. . ...... . . . •....• .000:0 0 . . • • • • • • :000% • so 0 Jorge M. Plasencia, P.E. P oduct Control Unit Supervisor NOA No. 17-0918.05 Expiration Date: January 27, 2020 Approval Date: November 09, 2017 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED SERIES S-425/426 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 29Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE, ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC MID DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER mnLTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REMEWED BY BUILDING OFFICIAL • ... ... .. .. . . . .. .. . . . . . . . . . . . • . . ... . . . . .. . 12 3/4- MAX. • • • • • • IEAD/111• • • • • • • • • • • • • • 08" MAX. • • • 14 3/8" MAX. • • • • • • • • • • /SIL 1110 • • Al I� LONGER SIDES CORNERS i 1 I 1 1 1 1 m (SLIT 29 3/8" D.L. OPG 35" FIX. VENT WIDTH 37" WINDOW WIDTH TYPICAL ELEVATION SERIES S-425 • •• •• • • • II II II li ii II / ii it ro J li it----- 11 �r-----�I v L_ 1 11 II 1' II 11 11 n ALSE MUNRNS i ACE APPLIED) MAY BE USED I 94 5/8" aa'+ D.L. OPG ..._102.. 1/4- TYPICAL ELEVATION SERIES S-426 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE SHUTTERS ARE NOT REQUIRED. u `1111111111 //j/ PRODUCT REVISED "" - = .. a as a pltode with the Florida oA _ •k _ g NoOd. 174918.05 EapirationDate 01/27/2020 I TEOF ! drawing no. e� ''` W09-55 Miam a roduot ontro sheet ) of 9 DESIGN LOAD CAPACITY - PSF (SBRI S 5-425) WINDOW DIMS. GIdSS TYPB A' GLASS TYPES B' & C. GLASS TYPE 'D' WIDTH HEIGHT LOOT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) INT.(-) 19-1/8" 26-1/2' 32" 37" 42" 48' 53-1/8' 60" 77' 38-3/8" 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 BOX 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 50.0 80.0 80.0 67.5 67.5 77.1 77.1 77.1 77.1 67.5 67.5 77.1 77.1 77.1 77.1 67.5 67.5 77.1 77.1 77.1 77.1 67.5 67.5 77.1 77.1 77.1 77.1 - - 77.1 77.1 - - 19-1/8' 26-1/2" 32' 37' 42" 46" 48" 53-1/8" 58" 50-5/8' 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 61.7 61.7 70.5 70.5 70.5 70.5 56.3 56.3 61.7 61.7 64.3 64.3 - - 61.7 61.7 - - - - 58.5 58.5 - - - - 58.5 58.5 - - 19-1/8" 26-1/2' 32' 37" 42' 46' 63" 70.0 70.0 80,0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 1 80.0 80.0 80.0 80.0 - - 70.5 70.5 - - - - 64.3 64.3 - - 19-1/8` 26-1/2' 31" 32' 37" 39" 74-1/4" 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 SOX 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 - - - - 80.0 80.0 - - - - 75,9 75.9 - - 19-1/8" 26-1/2' 29" 32' 37' SO.70.0 70.0 70.0 80.0 80.0 80.0 &0.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 1 80.0 80.0 80.0 80A - - 80.0 80.0 - - 80.0 80.0 - - 19-1/8" 26-1/2' 27" 32' 35" 84' 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 8010 70.0 70.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 - - - - 80.0 00.0 - - / v xng WIDTH ANO LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN A80VE. • • ••• • • • ••• •• to • • • •• •• • • • • • • • • • • • ••• • • • • ••• 1/8' HFAT STREWD GLASS • • 690" Intiloyer • • • • • Trosifol•P�fB • • • • • • • • E dkurar j Ameilco, Iqp.' • • • 3 • • • • r ya'@HEAT STi 4 % • i • 9 • SILICONE 3.7 • !Ot! CORNING 995 • • • • m 0 13 AT 1/4 POINTS ON LTTES WIDER THAN 38" GLASS TYPE 'A' 11/32" OVERALL HEAT STREN'D GLASS 090" Intenoyer -SentryG103 By 'Kummy America, Inc.' 1 r3/16' HEAT STREWD GLASS SILICONE DOW CORNING 995 o V 13 AT 1/4 POINTS ON LITES GLASS TYPE 7/16' OVERALL 1/8' HEAT STREN'D GLASS 090" Irderioyer SentryGlaa By 'Kuraray Americo, Inc.' 4,tj a 'L p e G "$y� 3 1/8' HEAT STREN'D GLASS P DOa U I mm Is, O a p w 3 4 ! 9 SILICONE 1 N Lri N 3.1 i DOW CORNING 995 m r 1 1 0 Q'OZe1 0 I 0IL0 G4t¢� fY W7 O N p ej Gw� 13 AT 1/4 POINTS ON L1TES r G WIDER TWVJ 36' 'B' Q W GLASS TYPE O I1/32' OVERALL � � e N I " GLASS 3 J N SPACE 3 JO 8" HEAT STREN'D GLASS I ... �I0 090' Interloyer Q \\1/4' Troaifol PVB By 'kuraray America, Inc.' ? 3 w N 1/8' HEAT STREN'D G1.A55 QC)CARDINAL XLEDGE SPACERST. STEEL 9 SILICONE DOW CORNING 995 gut_ N an o z w 13 AT 1/4 POINTS ALL SIZES GLASS TYPE 'D' 11/16" OVERALL GLAZING OPTIONS GLASS BITE TYPICAL: 5/8" MIN. GLASS BITE FOR DESIGN LOADS LIPTO ±70.0 PSF 3/4" MIN. GLASS BITE FOR DESIGN LOADS ABOVE ±70.0 PSF PRODUCT REVISED as eompying with the Florida Building Cod• tioa No. 17-0918.05 Expiration Data 01112712020 By Miami- a uct m NOTE: GLASS CAPACITIES ON THIS SHEET ARE SERIES 5-425 BASED ON ASTM E1300-09 (3 SEC. GUSTS). OF drawing no. �5'.0 ° per: W09-55 DESIGN LOAD CAPACITY - PS? (S-426) ADYDOA DIMS. GLASS TYPE WIDTH HEIGHT EXT.(+) INT.(-) 19-1/8" 26-1/2' 32" 37" 42- 1. 53-1/8- 60 65-1/4- 72' 78' 63' 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 $0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 26-1/2" 32' S7' 42- 48- 53-1 /8' . 80' 66-1/4" 72' 78" 74-1/4' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Sao 80.0 80.0 80.0 80.0 80.0 80.0 80.0 73.6 73.6 71.4 71.4 19-1/8' 28-1/2" 32" 37• 42" 48" 53-1/8" 60' 66-1/4" 72' 78- 80' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0 73. 773.6 67.9 67.9 19-1/8' 26-1/2- 32" 37' 42' 48" 53-1/8, 60. 66-1/4" 72" 78' 84" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 $0.0 80.o 80.0 80.0 80.0 80.0 80.0 80.0 50.0 73.6 73.6 67.9 67.9 DESIGN LOAD CAPACITY - PSF (S-426) AD400A DIMS. G[,AS9 TYPE C' WIDTH HEIGHT EXT.(+) INT.(-) 19-1/8" 26-1/2" 32" 37" 42' 48' 53-1/8" 60" 66-1/4- 72" 9o, 80.0 80.0 50.0 80.0 00.0 80.0 80.0 80.0 BOX 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 73.6 73.6 19-1/8" 26-1/2- 32' 37' 42" 4B` 53-1/8" 1. 66-1/4' 96" 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80,0 BOX 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8, 26-1/2' 32" 37" 42 . 4a" 53-1/8" 60" 66-1/4" 102-1/4" 80.0 80.0 80.0 8C.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8' 26-1/2" 32" 37" 42- 48" 53-1/8' 60' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8, 26-1/2" 32' 37" 42' 48" 53-1/8" 114, 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 SO.0 80.0 19-1/8 26-1/2' 1. 37' 42" 48" 53-1/8" 120" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 • • • • • • • • • • ••• • • • • ••• DESIGN LOAD CAPACITY - PSF (9-426) wmDOA DTMB. GLASS TYPE • WIDTH HEIGHT W.(+) INT,( 19-1/8' 26-1/2' 32" 37' 42" 1. 53-1/6' 125" 80.0 80.06 80.0 8" 50.0 80.0 80.0 $0.0 80.0 80.0 50.0 80.0 80.0 Bolo 19-1/8- 26-1/1. 32' 37' 42" 46" 132' 80.0 80.0 80.0 BO.0 $0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8' 26-1/2- 32- 37' 42" 48" 138, 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 SO.0 80.0 80.0 80.0 19-1/8' 26-1/2' 32" 37" 42" 144" BOX 80.0 S0.0 BOX BO.D 00.0 BO.O 80.0 B0.0 80.0 i W L • • • i • • • • •*a• i •• • • • • ••• •• • • : • : • • • V*AND LENGTH DIMENSIONS CAN BE ORIENTED • • i • VE. CALLY OR NGWZONTALLY AS SHOWN ABOVE • • • • • • • ••• •• 3/16" HEAT STREN'D GLASS .090r° Irrtsrfayer SCn{yGla9 By 'Kuraray America, Inc.' p 3/16- HEAT STREN'D CUSS F w� - 4 36.1 SILICONE DOW CORNING 995 O 13 AT 1/4 POINTS ON LITES WIDER THAN 36' GLASS TYPE 'C' 7/16" OVERACT. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). I SERIES S-426 PRODUCT REVISED as complign with the Ftoddo Buiidin6 Bode NOA-No. 17-0918.05 Expiration Date 0112712020 By Nlam oqr mduet Camtial _. .. f �"ATE OF ••�d(I drawing no. W09-55 TYPICAL ANCHORS • 113Y SEE ELEV. WOOD BUCK FOR SPACING n Qa 5 I TYPICAL ANCHORS SEE ELEV. FCR SPACING G I P . c 'va a :TYPICAL ANCHORS .v SEE ELEV. P . FOR SPACING 1 RY J . .WOOD BUCK EDGE DIST. EDGE DIST. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • S1RlCTURE • _ NIAj�_______ 11[NrDA&IOUNI�' "w�rROVED I • : • • • 1 MUU.IdN k �IULUO TNCHORS I i • • 111• SEE SEDAN�E NOIi ;1 • • • • • • • •I T &GE DIST*. • -_ •- I i II I I; • • • • • • ••• •• TYPICAL ANCHORS C SEE ELEV. FOR SPACING tlll T WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. TYPICAL ANCHORS: SEE ELEV. FOR SPACING I v1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA. ULTRACON BY 'ELCO' (F�r=177 wsl, Fyn 155 K51) (j � AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 213Y WOOD BUCKS OR WOOD STRUCTURES 3 ZJ o 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) CONC. O THRU 1BY BUCKS INTO OR BLOCKS > M 1-1/4•• MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) L]a 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) Z[A DIRECTLY INTO CONCRETE OR BLOCKS EMBED INTO N 1-1/4" MIN. CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) aUm r 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) a , vi ¢ Z INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR y Ulmo INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 0 (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) tU i m (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE `o o INTO CONCRETE AND MASONRY = 2-1/2" MIN. C j INTO WOOD STRUCTURE - 1' MIN. m a 6 '_ INFO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. EA CONCRETE AT HD. SILL OR JAMBS f'C - 3000 PSI MIN. c C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. a o 8 o r s oS=do^ < PRODUCT REVISED ` j1itlll ' as complying vdth the Florid. •� INOA,Ng- CodeYw...... NOw-No. 17-0918.05 � �� %� n - Expiration Date 01 /27/2020 o 70S92 Miami Contra •t(S�� TYPICAL ANCAM " SEE ELEV. OF �; `�,,ssi drnwin9 no. dmwing FOR SPACING SERIES S-425 o�+or AI.• S''�``�` NYNii lilll l\% sheet 4 Of 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • . . ... . . . . .. . A y�U I .. .. . . .. .. . . a °a2V. .. . . . .. lot ... .. TYPICAL ANCHORS SEE ELEY. • • • • • • • • • • •• • • • • • • a0?M o O a C < ti FOR SPACING •• • • • • • ••• •• O ��G 1/4' MAX. l/o C O SHIMSTYPICAL ANCHORS T/4•MAX Q W SHIMS SEE ELEV. SHIM 0 FOR SPACING TYPICAL ANCHORS p o SEE ELEV. FOR SPACING +, 3 JN y w p 3 JO 2� - 14 _ _ _ _ _ tn n .. METAL wr41-1 LZQaM N ii__—___—___________ . o� STRUCTURE ° o - � Z Zcn� a o w g � � = n ¢ C7 UzU 5 D(TERIOR a s o� m l 2 v D.L OPG. WOOD BUCKS v FIX. VENT WIDTH rn O WINDOW WIDTH MIAMI-DARE COUNTY APPROVED MULLION a " SEE SEPARATE NOA TYPICAL ANCHORS w g = S£E ELEV. FOR SPACING I I I I I o o a o I I1 j 31 PRODUCT REVISED h n « $ r , < < m _ as compir with tfi• FloridaBuildin HOA-Ho. Dodd• 17-0918.05 ```llll l l I AH ,1j�4 w f •� Expiration Date 0112712020 ��J •• �i %� o L -T ml Miam Product Contra I No. 705®2 _ Y41NDOW WIDTH � WIDOW WIDTH _ ATE OF • �� drawing9 tto. SERIES S-425 ,�`iTSyOldAt`� llllll lll�lA sheet 5 of 9 . . ••. . . ... .. .. . .• . .. .. . . . . . . . . . . . . . ... . . . . .. . DBSCIOPTION MATBRTAL LAii17P./gUPPI16R/REMdR%S 1 51W401 1 FRAME HEAD/SILL/JA118 6063-TB - 2 S i • � • • 6063-T6 - 3 SIW118 � REOD• GLIrifNG B`AD 5 16" GLASS 6063-TB - 3.1 SIWI AS RED. ALT�GLAZING BFA♦! (5/1d" OlASS) 6083-TB - 3A • • 511t�1 v AS �.Qp• Cy?jtp� BULB 1 yje' I L GLASS) 6063-i8 - 38 stwlDa AS REgD. GLAZING BEAD (7/18" GLASS) 6063-T6 - 38.7 SIW127 AS FEOD. ALT. GLAZING BEAD (7/i 6' GLASS) 8083-TB - 4 5531 AS REOD. EXT. GLAZING SPACER, DUROMETER 7tlt5 SHORE A SANTOPRENE CENTRAL PLASTICS 5 • 9302 • t5 CO SIO - CENTRAL PLASTICS 8 1�'T4TS• wS itEOD• IIR,EF•COMPRESSK)N PEAL - SCHLEGFI SYSTEMS 7 PJ - L K Si. STEEL SULLIVAN k ASSOCIATES g • • - • � CORER RItAM6 & •EtR•A51'.•SCRt:WS CRS j110 x 1-1/4" FH SMS 9 5530 AS REgO. INTERIOR GLAZING SPACER, DUROMETER 7035 SHORE A SAMOPRENE CENTRAL PLASTICS 10 - AS REOD. FIX. VENT MOUNTING SCREWS, AT 5' FROM ENDS & 13" O.C. CRS �110 x 1-1/Y FH SMS 13 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 8535 SHORE A p---3.000� I 0 1.3M30 O b a J < 3.3212.46+ S al 6 g O �Quu `�- LyOj V 7 .337 ' j H O 0 2.733 C 4 G < Ot FRAME In a 2.353 Q W N M Zof SEALANTS: Q m m 7 z000 o7g ALL FRAME AND VENT CORNERS SEALED WITH .372 SCHNEE MOREHEAD SM-5504 SEALANT. - 2.812 N Lj�.912 T Ll M�i 11 tU 7 �o 573 3 uT a 0 O VENT .045 .644 —{ ,644 ELT— aUm ,a11 61� .oso t.,n e N �� 288 .tea GLAZING BEADS (5/16" GLASS)21 eo T— o BB a3o3a �tz� .oso t.1n • GLAZING BEAD (11/16" INSUL. GLASS) o S VENT CORNER FRAME CORNER .651 �t PRODUCT REVISED ``11t111111I��2j� 1.752 as compying with the FI* Ma �� AH 7� .045 BuildinA,*' Cod• �\�i� •o 0 �712 1.177 ,9112 .050 1.777 .493 expiration Oat• 01/27/2020 t!2 B4--I MhmUj2 By d roduet oM POF GLAZING BEADS (7/16" CLASS) 0 CORNER LOCK SERIES 5-425 !OdVA�1`'� al eet 6 of s ITEM NO. PART NO, QUANTITY TYPICAL ANCNORC . . ... . • . ... .. .. . . . .. .. . . . . . .•. . . . . ••. . . ... . . . . .. . • • • • • • • •I{ M LL1J—pOAaEaCULL10 ioA J,1_ • • • I� SEE SEPN NON•°: • • • •• • ••• • E `-- • • • • • ___-- ----- .. •• • • ••e _• ••• ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING IYPiCAL ANCHORS SEE ELEV. FOR SPACING ��u o_ y BIER O �OO o ooti HORS L ? N J Q.mi 12 WOOD BUCKS AND METAL STRUCTURE NOT BY S.LW. TYPICAL ANCHORS: SEE ELEV. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/*" 61A,_U TRA ON BY ' O' (F"=177 KSI, Fy=155 KSI) v �j AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 o 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) o� vi THRU 1 BY BUCKS INTO CONC. OR BLOCKS x 3 Li M 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) p 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) Z o N N DIRECTLY INTO CONCRETE OR BLOCKS 3 = m 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) VZc1 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) N 2CC3a v 14 SMS OR SELF DRILLING S[:REW (GRADE 2 CRS) , 'i ¢ ,� INTO MIAMI-DADE COUNTY APPROVED MULLIONS 3 j , OR 07rno r INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WIT11 ALUMINUM TO BE PIATEO OR PAINTED) TYPI96L EDGE DICTAN o�R INTO CONCRETE AND MASONRY = 2-1/2" MIN. P INTO WOOD STRUCTURE = 1" MIN. o 3 3 INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. w - - o- C-90 GROUT FILLED BLOCK AT JAM85 f'm = 2000 PSI MIN, o o $ g H PRODUCT REVISED o << m as eom 1y1ng with the Florida Building Code t++t f/r NOA Ho. 17-0918.05DJ� ... Expiration Date 01 /27/2020 Y'''.tCETiBF''•, ey \ No.,70582 \ $ Nia rodeo on of\ s g _ b 5 OF 'r((/� drawing no. SERIES 5- 226 S;..... op.," W09-55 7rr 11111ktt++� ` sheet 7 of 9 • • • • • • • • • • • • • • • • •• •• • • •• •• • • • • • • • • • O Z q q Z • • • • • Is • F. Iy � p I • ••• • • • • •• • • • • • • • • • • dpa g sSEE ttl •e • • • • • ••• •• O a FOR SPACING Q 1/4' MAX. LL Z � 1/4' MAX. C SHIMS 1/4" MAX. S ESE a SHIM TYPICAL ANCHORS SHIM SEE ELEV. O FOR SPACING ._-- TYPICAL ANCHORS mv., 12 M FORNGOLOO Po �Z a it EXTERIOR r w d v m^ t BY v ZMETAL to r D.L. OPG. W000 BUCKS STRUC UREN v Vlrno O WINDOW MOTH o MIAMI-DADE COUNTY TYPICAL ANCHORS _ APPROVED MULLION SEE SEPARATE NOA SEE ELEV, FOR SPACING °' g ti 5 I1 I{ 11 PRODUCT REVISED O1 N 6 w as comPlYing id with the Flora gWlding Coo�de o Noa-no. 17-0910.05 p1l®�l r�L y.(((�� ....... - - - - I I I t = _ - - _ _ - - - Expiration Data 1/27/2020 BY �• vcl:frSF a L___! Nliam ro ae o7Z ntml WINDOW WIDTH WINDOW WIDTH ti 5 hOF �WW` drowing no. SERIES S-426 '��`S�A1,41 E`er W09-55 ((((/1111111t� sheet 8 of 9 - FRAME 959 1 045 i7 ANCHOR COVER .045 .551 r � ,661 .8112 1.177 .B7T2 .050 1.177 .21166�I .tall 3B 38.1 GLAZING BEADS (7/16` GLASS) 1.752 .493 1.752 J CORNER LOCK . . ... . . . ... . . . . . . . . . . .•. . . . • . • • ITEM No. PART No. 40ANF1TY DY9CRTProN MATERUL MAN1JF./SOPPidER/REMARKS 3B SAMIO8 AS NEW GLAZING BEAD (7/16- GLASS) 6063-Te - 3B.1 SIwt.7 AS REm. ALT•GUZING BEI• (7/161GLA55) 6083-T6 4 5 ODe. GLA7J G ER 7035 SHORE A SANTOPRENE CENTRAL. PLASTICS 7 PJS40OSS 4/ CORER COWER LOCK �• . • ST. STEEL SULLIVAN & ASSOCIATES 8 - 3/ C E F ASSY. CRS #10 x 1-1/2' PH SMS 9 5530 AS REOD. INTERIOR GLAZING SPACER, CUROMETER 7035 SHORE A SANTOPRENE CENTRAL PLASTICS 11 -415 4 FRAME HEAD/SILL/JAMB 6063-TB - 12 SIw416 AS RED. ANCHOR COVER (OPTIONAL) 6063-T6 - 1J / LA G BLb" 1 0 EPDM I DUROMETER 85*5 SHORE A SEr • • • • •. • . ALL FRAWAANDOVEW CO&NERSSWLE&*WH..A SCHNEE MOREHEAD SM-5504 SEALANT. FRAME CORNER ° PRODUCT REVISED as complyln with the Florida Bonding Code NOA-No. 17-0918.05 Expiration Date 01 /2712020 B rodnct ontml SERIES 5-426 '�`•• VOFNB�•=',�®� � it 7Gsm e k a OF � ` draw ng no. at.. �� W09-55