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RC-12-19731 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION FBC 20 Permit No. �c it — I q 1-3 Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: d City: Miami Shores County: Miami Dade Zip: Foho/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): b I� Phone#: 11 -5 `0 ` Address: City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: ��r�'�L��`�L7'�V� Phone#: Address: � ^°��"� �-j � rx .a City: �� z�, �� State: -Zip:c�� Qualifier Name: Phone#: State Certification or Registration #: G� �u� U ��u Certificate of Conmetency #: Contact Phone#: Email Address: c'd 6 m �r_l DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 0OC (✓ Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New E]Repair/Replace ❑Demolition Des Remodeling of interior and exterior of the house. The interior work consists of changing all exiting — windows to high impact, energy efficient ones. Converting some existing window to be new french doors leading to patio area. Remodeling both bathrooms. Master bathroom to be made larger. Demolition of some interior walls. Creating a new Washer/Dryer closet. Connecting the garage to the — house as a converted family room. Redoing the electrical, plumbing and mechanical Submittal Fee $ Permit Fee C-9t� CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ _ZM-160_7 4'1 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. 5 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANC CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECO ING OUR NOTICE OF COMMENCEMENT." Notice to Ap licant: As condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in g od faith th t a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose pro is subje to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first in ection llivhich occurs seven (7) days after the building permit is issued. In th absence of such posted notice, the inspection wi of proved and a reinspection fee will be charged. f 1 The foregoing instrument w acknowledged before me this 9-" day ofOrt20 1 by %4 -6 -A -D 'rr-- Pi 9.CL who is personally known to me or who has produced "I A As identification and who did take an oath. NOTARY PUBLIC: Sign: Ow'it, Print: 6MLWs My Commission Expires: Jo13 I2o1 S^ APPROVED BY nu UANLUS J. AVILA NOTARY PUBLIC STATE OF FLORIDA Comm# EE135383 Signature Contractor 41 The foregoing instrum t was acknowledged before me this day of D�C�iM6 , 2012 , by SAQMA0 Gkc fns , who is personally known to me or who has produced as identification and who did take an oath. Plans Examiner Structural Review NOTARY PUBLIC: Sip: ��L �0 " Print: CRM 3- E PN 1 Lp, My CommissionExpV011 CARLOS J. AVIL,A NOTARY PUBLIC STATE OF FLORIDA Comm# EE135383 (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) Zoning Clerk ow . Manu Shores Village OCT Building Department = 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: I Lq ji, w" P/6 " City: Miami Shores C1 Folio/Parcel#: a--- ? 1 --36 — 01-3-13-7 Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Q Email: CONTRACTOR: Corn A Address: 375 City: Qualifier Name: State Certification or Registration Contact Phone#: Value of Work for this q Type of Work: ❑Addition Description of Work: NO FBC 20 Permit No. 9 Master Permit N f11 Zone: 53 f 5o 3315 5T 66MV Phone#: -7&— f� 1 Is Phone#• '—c�— ® 7 7 G Certificate of Competency #: nail Ad ss: Pe-Ar-A&,%Ar>aAPul-/®uc, ��('0' iL . coq Phone#: - A�62,3 xC---Z®a Gam% Square/Linear Footage of Work: 1 60 47 SR,F-// . ❑New ❑Repair/Replace ❑Demolition Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $_ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ r• " Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State l!A 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, C LT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: AP conditi to the issuance of a building permit with an estimated value exc ng $2500, the applicant must promise in good faith tat a copy of the notice of commencement and construction lien law bro ureae vered to the person whose properly is subj t to at rnent. Also, a certified copy of the recorded notice of cam ncemeosted at the job site for the first inspe - w o curs seven (7) days after the building permit is issued. 1 the absh posted notice, the inspection will of be a pro and a reinspection fee will be charged. IOwner dr—Agent The foregoing instrument was cknowledged efoye a this day of Ink 1, 20 LL—, by who i personally known me or who has produced As identification and who did take an oath. The foregoing instrruument was acknowledged before me this day of 06� , 20 L�L by E21t�iZ� IN —r%�, who is ersonally know to me or who has produced rp •• .'ia �,: f�lE E LASTAYO Sign "'' *� MYCOMMISSION9DD12 7Prnint: 0, 2014 Bonded Thru Noimry Publ� undawriten; Commission pires: BY Plans Exa er —Ixt �7/1�3 Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) identification and who did take an oath. JORM E LASTAYO MY COMMISSION 9 DD 90812 EMRE6'A4AF6h 18 2614 nded Thm Notary Public Underwrid � Zoning Clerk • FLORIDA D1�ARTb18t�rP a1: Rick Scott ©T / Oovernar �l ]oim H. Among, SIDFACS , Soft Surgeon G 800 December 28, 2012 Sergio E. Perez 169 NW 104 Street Miami, FL 33150 RE: Contingency Letter Application Document No: API 091010 Centrax Permit Number. 13 -SC -1444146 OSTDS Number. 169 NW 104 St Miarrd, FL 33150 Lot15,16 Block.126 Subdivision: Miami Shores Section 5 Dear Applicant: This wig acknowledge receipt of an application dated 12M 0/2012 for a permit to use an exisffrtg onsite sewage treatment and disposal system located on the above referenced property. From a raview of your completed application, it has been determined that your existing system Is adequate for the proposed use (interlor remodeling and new pool construction). If you have any questions on this matter, please call our office at (305) 623-3500. Enclosures cc: Miami -Da& C=* Health t 1723 NW 167 St, Opa Lo" FL 33056 Phoma: (305) 623-3500. Fax: (305) 623-3645. http:llwww.MyFhmdaEH.cam sped" 11 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2012 THROUGH SEPTEMBER 30, 2013 DBA: LATERAL CONSTRUCTION INC Business Name: Owner Name: wuwwO CARLOS Business Location: 10803 NW 3 CT PEMBROKE PINES Business Phone: 786-281-3077 Receipt #:GENER8A6L7 CONTRACTOR (CERT Business Type:GENERAL CONTRACTOR) Business Opened:12/23/2008 State/County/Cert/Reg: CGC 1516 3 6 4 Exemption Code: Rooms seats Employees Machines Professionals 1 For Vending Business only NUMbAr Of Mtachlnaa_ Vending TV= Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost I Total Paid 27.00 0.00 0.00 2.70 0.00 0.00 29.70 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: EDUARDO CARLOS 10803 NW 3 CT PEMBROKE PINES, FL 33026 Receipt #01C-12-00000327 Paid 10/03/2012 29.70 2012 -2013 i ■ ww � ■ w■ ■w■�■■.■ww w � �� ww�w.ww STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW (0- EFFECTFVE. 05/02/2012 EXPIRATION DATE: 05/02/2014 PERSON: EDUARDO CARLOS FEIN: 263000752 BUSINESS NAME AND ADDRESS: LATERAL CONSTRUCTION INC 10803 NW 3 COURT PEMBROKE PINES, FL 33028 SCOPE OF BUSINESS OR TRADE I- CERTIFIED ROOFING CONTRACTOR 2- CERTIFIED GENERAL CONTRACTOR 1 0 STATE of FLORIDA AC# 6 LL, 7 29 i DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CGC1516364 OS/31/12 118195235 CERTIFIED GENERAL CONTRACTOR CARLOS, EDUARDO LATERAL CONSTRUCTION, INC. IS CERTIFIED udder the p—visions of Ch.489 F8 Hspiration date. AUG. 31, 2014 L12053101627 ACCPRAX CERTIFICATE OF LIABILITY INSURANCEOAS, DI" M PERTAIN, THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH 012 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY Assurance Group of America, Inc. 1401 S.W.87'°AYe Miami, FL 33174 AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE MAIC # (305)200-5065 INSURED INSURER A: ENDURANCE AMERICAN SPECIALTY INS INSURER B: LATERAL CONSTRUCTION, INC.. INSURER C: 10803 NW 3 CT PEMBROKE PINES, FL 33026 INSURER D: INSURER E $1'000'000 GOVEKAWE5 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR LTR ADD IN TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MMID POLICY EXPIRATION DATE MM/D Lam A ® GENERA LIABILITY CBC10001216600 08J29/2012 08/29/2013 EACH OCCURENCE $1'000'000 DAMAGE TO RENTED PREMISES Ea occiurerxe $100,000 ® COMMERICAL GENERAL LIABILITY a❑ CLAIMS MADE ®OCCUR ❑ MED EXP (Any one ) $5,000 PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEWL AGGREGATE LIMIT APPLIES PER: ® POLICY ❑ PROJECT ❑ LOC PRODUCTS - COMPIOP AGG $2,000,000 ❑ AUTOMOBILE LIABILITY ❑ ANY AUTO COMBINED SINGLE LIMIT (Each ) $ ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS BODILY INJURY (Per Pn) $ ❑ HIRED AUTOS ❑ NON -OWNED BODILY INJURY (Peraaudent) $ ❑ PROPERTY DAMAGE (Per aoddent) $ ❑ GARAGE LUU39JTY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC AUTO ONLY: AGG $ ❑ ANY AUTO ❑ $ ❑ EXCESS/UMBRELLA LUU31LITY ❑ OCCUR [:]CLAIMS MADE EACH OCCURRENCE S AGGREGATE $ ❑ DEDUCTIBLE ❑ RETENTION S $ $ ❑WORKERS COMPENSATION AND EMPLOYERS' LL40UJTY WC STATU OTH- E] TORY LIMITS [:]ER EL EACH ACCIDENT $ ANY PROPRFETORIPA2TNER/EXECU- TIVE OFFICERIMEMBER EXCLUDED? I yea, descr'be under EL DISEASE - EA EMPLOYEE $ SPECIAL PROVISIONS Irelaw E.L. DISEASE - POLICY LIMIT $ ❑ OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECULL PROVISIONS GENERAL CONTRACTOR ROOFING COVERAGE INCLUDED THE SYMPHONY NAMED AS ADDITIONAL INSURED <A=I:i 11;1 1:4 1 Le7I I7 =1: d_1.''Ft :411 A_A 11*11 ACORD 25 (2007/08) © ACORD CORPORATION 1935 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE The Symphony EXPIRATION DATE THEREOF, THE INSURER AFFORDING COVERAGE WILL ENDEAVOR TO 600 West Las Olas Blvd Fort Last Las Olayle,Fl 33312 MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT Tel 954-522-1141 FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE Fax 954-522-1154 INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHOR® REPRESENTATIVE ACORD 25 (2007/08) © ACORD CORPORATION 1935 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contact between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. Permit No: 12-1973 Job Name: January 3, 2013 Building Critique Sheet 2nd Page 1 of 1 1) The permit application is for an interior renovation. Remove all other work from the plans or provide separate permits. 2) Provide HRS/DOH approval. 3) The energy calculations must be performed for the entire altered area. The whole house. The details on the plans must match the energy calculations. R-5 is the minimum R -value for the inside of an exterior masonry wall. 4) Provide structural calculations for all of the altered areas. Provide an evaluation and analysis of the structure per FBC ex 807. 5) Identify the interior bearing walls in the entire altered area. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Norman Bruhn CBO 305-762-4859 Permit No: 12-1973 Job flame: October 25, 2012 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 N1) Provide all permit applications prior to any further review. 2) The permit application is for an interior renovation. RemoNe all other work from the plans or provide separate permits. 3) Provide HRS/DOH approval. 4) Plan pages are mis-labeled. All pages should be # of 6. .5) The energy calculations must be performed for the entire altered area. The whole house. The details on the plans must match the energy calculations. R5 is the minimum R value for the inside of an exterior masonry wall. 6) Identify the level of alteration per the FBC Existing. 7) The plans must show the code that the alteration is designed under. 8) The plans must include the wind load design criterion. 9) Provide structural calculations for all of the altered areas. Provide an evaluation and analysis of the structure per FBC ex 807. 10) Provide calculations for the concentrated loads on the new columns and existing foundation at all altered openings. Column pads are required under columns. Provide calculations for the existing tie beam being utilized as beams. 11) Identify the interior bearing walls in the entire altered area. �12) Provide product approvals for all new and altered openings that have been reviewed and signed approved by the designer of record. 13) Identify the secondary means of escape from the sleeping rooms. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a conplete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Norman Bruhn CBO 305-762-4859 r Permit No: 12-1973 Job Name: October 25, 2012 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet Provide all permit applications prior to any further review. The permit application is for an interior renovation -Remove -alt other work from t -he pCan`s or -provide separate permits_,' -- �Provide HRS/DOH approval. Plan pages are mis-labeled. All pages should be ,# of 6 The energy calculations must be performed for the entire altered are . The whole house. 85 he details on the plans must match ffii nergy calculation R5 is the minimum R value for the inside of an exterior masonry wall.' j `� -2�— (A' Adentify the level of alteration.per.the FB_ xistTng:- Z '� P �� r The plans -must -show the code that the aiteration-is designed und--er. _ '' The plans must include the w ncLEbad design crdrn} 5's A t'rgvide structural calculations.for all of the altecedareas. Provide -an evaluation 4hd nalysis of thestrtctuce per FBC ex 807. S"Wv-r rovide calculations for the -concentrated loads on the new columns and existing foundation at alt altered enings._ Column pads are required uncles columns. Provide 6Wd1Uiations opfor the existing be_beam being utilized as beams.' �, Identify the interior bearing walls in the entire altered area. ' g __ - row ro - p duct�provals-for-all-new-.and alterEd vpeni�-�fia�=have. Been reviewed -and ��yy�signed _approved by the -designer of record. - 014, 3)Tdentifythe secondary means of escape from"the sleeping rooms; STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a conplete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Norman Bruhn CBO 305-762-4859 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. R c 12 - l 1 ;-3 Job Name Date !o -- 3 t -1 v r STRUCTURAL CRITIQUE SHEET 0 P" . >6 C2* plLoyi-DL' iiSoNl�`1 ��t"ryCo�GrrK�w7 c�N,��c�c�v DE��Itij� D 4-0 v AdVwl AAG4vx) fib Sacs p� Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: PC I Z— DATE: /- 7 iZ'- ❑ Contractor ❑ Owner Architect �I Picked up 2 sets of plans and (other) Address: �� ! T d From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand at the, need to be brought back to Miami Shores Village Building DepartmenX_ rmitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: 11 gg 5 PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT ` v DATE: • I 12— .0 tra or ®caner r i o Architect ick up 2 sets oflans and o r � w P ( ) Ad From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: )AI V PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami 5hores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Pc i Z—t 1 'J�-3 Job Name Date 10-51-L7,' STRUCTURAL CRITIQUE SHEET Q P leo S r" C �f U 1 AL, Nn't tr I� PI�U�°�� ly Niel A f-04 duT °c��.,��-I�®� D€�� CAP e -a a-( J4 t I' N t I�Jj c® iv Q CA Cc' f%) ( �t'i 44 & r'j A f 4'0V1be �gy: bo q ?A -C-1 f o o Miami Shores Village Building Department N w 1 ,yJ ffiC '9 Ca-fS I Ne L g 1tv -tia-s (As -r+w fie? rT SP6-c--C1O'V'j -�PO44-f-Pb 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. KC 12 —11) Job Name Date, PYW V 11D so �� I" 'D C7A-7r1--S Of rj kSo N �d ft Il'e Co c.y Al al Rfl W Ant �lcWj AT -(OP &O-T�Tcrj Le 1'j5yW- 6 to 91" fug -c- 9t(* ILI ye--94'A'e 9 -five- 4DLp v4-ey Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: RC12-1973 Job Name: Plumbing Critique Sheet 1. PENDING PLUMBING APPLICATION. Rafael Hernandez Chief Plumbing Inspector 786.290.0800 Electrical Critique Sheet 1. N. E. C. 210.12(B) arc fault requirement. 2. 210.52(A) receptacle spacing. Michael Devaney Sr. Chief Electrical Inspector 305.986.7028 Mechanical Critique Sheet 1. Need mechanical app. Jan Pierre Perez Chief Mechanical Inspector 786.412.5318 Stopped Review Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. LASTAYO + PADILLA & ASSOCIATES ARCHITECTURE - PLANNING - INTERIORS February 05, 2013 Miami Shores Village 10050 N.E. 2nd Ave. Miami, Florida 33138 Attn: Mr. Norman Bruhn Building Official Ref: Statement letter for Alteration To Mr. John Garcia Residence, at 169 N.E. 104th Street, Miami Shores, Fl. 33150 Process # RC -12-1973 ®ear sir: Regarding the Alteration proposed on drawings submitted for the residence above mentioned, the calculations and the drawings submitted comply with the F.B.C. 2010, ACI 318.08 and ASCE 7-10 and the Engineering/Architectural practices. To the best of my knowledge and professional judgment, the proposed structure's alteration will be sound and safe and comply with the requirements of the F.B.C. 2010. If furthematipn is needed, please do not hesitate to contact us. dilla, AR 011133 375 NW 124th Avenue, Miami, FL 33182 Tel. 786-236-5202 - Fax. 305-207-0024 - Email. jorge@LastayoPadilla.com AA - 0003645 RC.E,NGINEERING `Roger Chavarria.P.E. PROJECT: JOHN GARCIA'`SRESIDENCE PAGE: Consulting Engineer a, Planner. Ph: 305-229-3874 CLIENT: 169 N.W. 109h. ST.Miami Shores, Ft_.33150 DESIGN BY: R.P. Email: restructure caeol.com JOB NO.: DATE: 02105/13_., REVIEW BY: _. ilFllt�- Anal�fslfc�t«lLcl�nt r 111ilti.', % . '`", I,II::.; 's 2 INPUT DATA Exposure category (B, C or D, ASCE 7-10 26.7.3) Importance factor (ASCE 7-10 Table 1.5-2) Basic wind speed (ASCE 7-10 26.5.1 or 2012 IBC) Topographic factor (ASCE 7-10 26.8 & Table 26.8-1) Building height to eave Building height to ridge Building length Building width Effective area of components (or Solar Panel area) DESIGN SUMMARY C Iw = 1.00 for all Category V = 176 mph Kn = 1 I Flat he = 11 ft hr = 16 ft L = 60 ft B = 40 ft A = 10 ft2 Max horizontal force normal to building length, L, face = 29.27 kips, SD level (LRFD level), Typ. Max horizontal force normal to building length, B, face = 23.01 kips Max total horizontal torsional load = 219.59 ft -kips Max total upward force = 106.19 kips ANALYSIS Velocity pressure qh = 0.00256 Kh K�t Kd V2 = 56.64 psf where: qh = velocity pressure at mean roof height, h. (Eq. 28.3-1 page 298 & Eq. 30.3-1 page 316) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 28.3-1, pg 299) = 0.85 Kd = wind directionality factor. (fab. 26.6-1, for building, page 250) = 0.85 h = mean roof height = 13.50 ft < 60 ft, [Satisfactory] (ASCE 7-10 26.2.1) < Min (L, B), [Satisfactory] (ASCE 7-10 26.2.2) Desion pressures for MWFRS p = qh [(G Cpr)-(G Cpl)] where: p = pressure in appropriate zone. (Eq. 28.4-1, page 298). pm;a = 16 psf (ASCE 7-10 28.4.4) G Cpf = product of gust effect factor and external pressure coefficient, see table below. (Fig. 28.4-1, page 300 & 301) G Cpl = product of gust effect factor and internal pressure coefficient. (Tab. 26.11-1, Enclosed Building, page 258) 0.18 or -0.18 a = width of edge strips, Fig 28.4-1, note 9, page 301, MAX[ MIN(0.113, DAL, 0.4h), MIN(0.04B, 0.04L), 3] = 4.00 ft Nat Praasuraa Inaft Raair I nnrl lfmaaa Net Pressures (psf), Torsional Load Cases Roof angle 9 = 14.04 Roof an le 0 = 0.00 G Cp f Net Pressure with G Cp f Net Pressure with Surface (+GCp I) (-GCp i) (+GCp I) (-GCp I ) 1 0.48 16.90 37.29 0.40 12.46 32.85 2 -0.69 -49.28 -28.89 -0.69 -49.28 -28.89 3 -0.44 -34.91 -14.52 -0.37 -31.15 -10.76 4 -0.37 -31.40 -11.01 -0.29 -26.62 -6.23 1 E 0.72 30.84 51.23 0.61 24.36 44.75 2E -1.07 -70.81 -50.41 -1.07 -70.81 -50.41 3E -0.63 -45.68 -25.29 -0.53 -40.22 -19.83 4E -0.56 -41.72 -21.33 -0.43 -34.55 -14.16 5 -0.45 -35.69 -15.29 -0.45 -35.69 -15.29 6 1 -0.45 1 -35.69 1 -15.29 1 -0.45 1 -35.69 1 -15.29 Net Pressures (psf), Torsional Load Cases _E LE % *CORNER ZE 3 r ZONE 2/3 ROUVOaFi ;E � 3T 3 2E 3T 2T 3E2T F 54.4T 2E Z4 476 4E, - 'moi" '4, 1T / -IT 5 RL FFNCf C)RNEE / IEREFERE REFERENI-E CORNER tE REFERENCE CORNER �0 -WIND DIRECTION `° WIND DIRECTION ° WIND DIRECTION 2, WIND DIRECTION Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases Roof an lie 0 = 14.04 GCp { Net Pressure with Surface (-GCp I) (-GCp i ) 1T 0.48 4.22 9.32 2T -0.69 -12.32 -7.22 3T -0.44 -8.73 -3.63 4T -0.37 -7.85 -2.75 Roof angle 0 = 0.00 G Cp { Net Pressure with Surface (+GCp i) (-GCp I ) 1T 0.40 3.12 8.21 2T -0.69 -12.32 -7.22 3T -0.37 -7.79 -2.69 4T -0.29 -6.66 -1.56 _E LE % *CORNER ZE 3 r ZONE 2/3 ROUVOaFi ;E � 3T 3 2E 3T 2T 3E2T F 54.4T 2E Z4 476 4E, - 'moi" '4, 1T / -IT 5 RL FFNCf C)RNEE / IEREFERE REFERENI-E CORNER tE REFERENCE CORNER �0 -WIND DIRECTION `° WIND DIRECTION ° WIND DIRECTION 2, WIND DIRECTION Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases Basic Load Cases In Transverse Direction Surface Area Pressure k with (+GCp I) (-GCp I ) (*GC I) (e) 1 572 9.67 21.33 2 1072 -52.83 -30.97 3 1072 -37.42 -15.56 4 572 -17.96 -6.30 1E 88 2.71 4.51 2E 165 -11.68 -8.31 3E 165 -7.53 -4.17 4E 88 -3.67 -1.88 117 Horiz. 29.27 29.27 E Vert. -106.19 -57.25 Mtn. wind Horiz. 15.36 15.36 28.4.4 Vert. -38.40 -38.40 Torsional Load Cases In Transverse Direction Basic Load Cases In Longitudinal Direction Surface Area Pressure M with Surface (fe) (*GC I) (-GCp I ) 1 444 5.53 14.59 2 990 -48.77 -28.59 3 990 -30.83 -10.65 4 444 -11.82 -2.77 1 E 96 2.34 4.30 2E 247 -17.52 -12.47 3E 247 -9.95 -4.90 4E 1 96 1 -3.32 1 -1.36 117 Hodz. 23.01 23.01 E Vert. -103.86 -54.92 Min. wind Horiz. 8.64 8.64 28.4.4 Vert. -38.40 -38.40 Surface Area Pressure k wfth Torsion -k (*GCp I) (-GCp I) (*GCp I) (-GCp I ) Surface (h) 1 242 4.09 9.02 53 117 2 454 -22.35 -13.10 -70 -41 3 454 -15.83 -6.58 50 21 4 242 -7.60 -2.66 99 35 1E 88 2.71 4.51 71 117 2E 165 -11.68 -8.31 -74 -52 3E 165 -7.53 -4.17 48 26 4E 88 -3.67 -1.88 95 49 1T 330 1.39 3.08 -21 -46 2T 618 -7.62 -4.47 28 16 3T 618 -5.40 -2.24 -20 -8 4T 1 330 1 -2.59 1 -0.91 1 39 -14 Total Hord. Torsional Load, MT I220 1 148.3 220 Des)un pressures for components and claddin Torsional Load Cases In Longitudinal Direction P = grrl (G Cp) - (G Cpt)] e s where: p = pressure on component. (Eq. 30.4-1, pg 318) pmM = 16.00 psf (ASCE 7-10 30.2.2) G Cp = external pressure coefficient. Walls see table below. (ASCE 7-10 30.4.2) 3 ^ 12 Roof 0.7- 3 ^ 3 3]23 3 ;F! T T Roof e- Area Pressure k with Torsion -k (+GCp I) (-GCp I) (*GCp I) (-GCp I ) Surface (fe) 1 174 2.17 5.72 13 33 2 742 -36.57 -21.44 133 78 3 742 -23.12 -7.99 -84 -29 4 174 -4.63 -1.08 27 6 1 E 96 2.34 4.30 37 68 2E 247 -17.52 -12.47 64 45 3E 247 -9.95 -4.90 -38 -18 4E 96 -3.32 -1.36 53 22 1T 270 0.84 2.22 -8 -21 2T 990 -12.19 -7.15 -89 -52 3T 990 -7.71 -2.66 56 19 4T 270 1 -1.80 1 -0.42 1 -17 1 -4 Total Horiz. Torsional Load, MT 1 148.3 1 148.3 P = grrl (G Cp) - (G Cpt)] e s where: p = pressure on component. (Eq. 30.4-1, pg 318) pmM = 16.00 psf (ASCE 7-10 30.2.2) G Cp = external pressure coefficient. Walls see table below. (ASCE 7-10 30.4.2) 3 ^ 12 Roof 0.7- 3 ^ 3 3]23 3 ;F! T T Roof e- Comp. & Cladding Pressure Efec&e Area (fe) Zone 1Zone GCp - GCp 2 GCp - GCp Zone 3 Zone 4 GCp I - GCp GCp I - GCp Zorte 5 GCp -GCp Goin . 1 10 0.50 1 -0.90 0.50 -1.70 0.50 1 -2.60. 1 1.00 1 -1.10 11.00 -1.40 Comp. & Cladding Pressure Zone 1 1 Zone 2 1 Zone 3 1 Zone 4 1 Zone 5 P-0- 1 Ne9- PWI. NWOve Posahm NMM. P.M. N.W. P.M. I N.O.. (Par) 38.52 1 -61.18 38.52 -106.49 38.52 -157.47 66.84 -72.50 66.84 I -89.50 Note: If the effective area is roof Solar Panel area, the only zone 1, 2, or 3 apply. IL RC.ENGINEERING Roger Chavarria.P.E. PROJECT: JOHN GARCIA'S RESIDENCE PAGE 305-229-3874 33150 - Engineer & Planer. Ph: CLIENT: 169 N.W. 104th. ST.Miames, i ShorFL.DESIGN BY R. P1. Ph: 3p-2 '. Email: restructuretMaoi.com JOB NO.: DATE: 62kMa REVIEW BY INPUT DATA Exposure category (B, C or o, ASCE 7-10 26.7.3) C Importance factor (ASCE 7-10 Table 1.5-2) Iv,, = 1.00 for all Category Basic wind speed (ASCE 7-10 26.5.1 or 2012 IBC) V = 175 . mph Topographic factor (ASCE 7-10 26.8 & Table 26.8-1) Ka = 1 Flat = v Building height to save he = 11 It L Building height to ridge hr = 16 ft Building length L = 60 ft Building width B = 40 f( Effective area of components (or Solar Panel area) A = 10 if DESIGN SUMMARY Max horizontal force normal to building length, L, face = 29.27 kips, SD level (LRFD level), Typ. Max horizontal force normal to building length, B, face = 23.01 kips Max total horizontal torsional load 219.59 ft -kips Max total upward force 106.19 kips ANALYSIS Velocity 0"Soure qh = 0.00256 K. K, Kd Va = 66.64 psf where: qh = velocity pressure at mean roof height, h. (Eq. 28.3-1 page 298 & Eq. 30.3-1 page 316) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 28.3-1, pg 299) = 0.85 Kd = wind directionality, factor. (fab. 26.6-1, for building, page 250) = 0.88 h = mean roof height = 13.50 ft < 60 ft, [Satisfactory] (ASCE 7-10 26.2.1) < Min (L, B), [Satisfactory] (ASCE 7-10 26.2.2) Deslan aressures for MWFRS p = qh [(G Cp, )-(G Cpl )] where: p = pressure in appropriate zone. (Eq. 28.4-1, page 298). pmin = 16 psf (ASCE 7-10 28.4.4) G Cpf = product of gust effect factor and external pressure coefficient, see table below. (Fig. 28.4-1, page 300 & 301) G CP 1= product of gust effect factor and internal pressure ccefficient.(Tab. 26.11-1. Enclosed Building, page 258) 0.18 or -0.18 a = width of edge strips, Fig 28.4-1, note 9, page 301, MAX[ MIN(0.113, 0.1L, 0.4h), MIN(0.04B, 0.041L), 31 = 4.00 ft Not Presauroas rest. Basic Lead Caftan Net Pressures (psf), Torsional Load Cases Roof an le 8 = 14.04 Roof an le 0 = 0.00 G r "P f Pressure with G CPf Net Pressure wKh SurfaceNet (+GCp t) (-GCp i) (+-GC" I) (-GCP i ) 1 0.48 16.90 37.29 0.40 12.46 32.85 2 -0.69 -49.28 -28.89 -0.69 -49.28 -28.89 3 -0.44 -34.91 -14.52 -0.37 -31.15 -10.76 4 -0.37 -31.40 -11.01 -0.29 -26.62 -6.23 1 E 0.72 30.84 51.23 0:61 24.36 44.75 2E -1.07 -70.81 -50.41 -1.07 -70.81 -50.41 3E -0.63 -45.68 -25.29 -0.53 -40.22 -19.83 4E -0.56 -41.72 -21.33 -0.43 -34.55 -14.16 5 -0.45 -35.69 -15.29 -0.45 -35.69 -15.29 6 1 -0.45 1 -35.69 1 -15.29 1 -0.45 1 -35.69 -15.29 Net Pressures (psf), Torsional Load Cases 3E j 3 2E Z , ZONE C'/3 BCLLIND�R: 3 2E 2 3T ,E 'E T 2 2T 3E 2i 5 4T 2E BT 6 '--� 0 �� 4E�_ --� 4E B � B 6• r I 5 I 5' I IT 5 �% tE I REFFRENCE CORM.1, IE REFERENCE CORNER IE REFERENCE CORNER TE REFERENCE CORNER a WINO DIRECTION �0 WIND DIRECnON ° bwIND DIRECTION �° �WIIID DIRECTION Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases Roof an Ile 6 = 14.04 G Cpf Net Pressure with Surface (+GCp i) (-G i ) 1T 0.48 4.22 9.32 2T -0.69 -12.32 -7.22 3T -0.44 -8.73 -3.63 4T 1 -0.37 -7.85 -2.75 Roof an Ile 0 = 0.00 G C f P Net Pressure Wb Surface (+GCp l) (-GCP i ) 1T 0.40 3.12 8.21 2T -0.69 -12.32 -7.22 3T -0.37 -7.79 -2.69 4T -0.29 -6.66 -1.56 3E j 3 2E Z , ZONE C'/3 BCLLIND�R: 3 2E 2 3T ,E 'E T 2 2T 3E 2i 5 4T 2E BT 6 '--� 0 �� 4E�_ --� 4E B � B 6• r I 5 I 5' I IT 5 �% tE I REFFRENCE CORM.1, IE REFERENCE CORNER IE REFERENCE CORNER TE REFERENCE CORNER a WINO DIRECTION �0 WIND DIRECnON ° bwIND DIRECTION �° �WIIID DIRECTION Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases Y Basic Load Cases in Transverse Direction Torsional Load Cases in Transverse Direction Basic Load Cases In Lonaitudinal Direction Area Pressure k) with SurfaceArea (if) (+GCp i) (-GCP i ) 1 572 9.67 21.33 2 1072 -52.83 -30.97 3 1072 -37.42 -15.56 4 572 -17.96 -6.30 1 E 88 2.71 4.51 2E 165 -11.68 -8.31 3E 165 -7.53 -4.17 4E 88 -3.67 -1.88 117 Horiz. 29.27 29.27 £ Vert. -106.19 -57.25 Min. wind Horiz. 15.36 15.36 28.4.4 Vert. -38.40 -38.40 Torsional Load Cases in Transverse Direction Basic Load Cases In Lonaitudinal Direction Surface Area Pressure k) with SurfaceArea (if) (+GCP i) (-GCP i ) 1 444 5.53 14.59 2 990 -48.77 -28.59 3 990 -30.83 -10.65 4 444 -11.82 -2.77 1 E 96 2.34 4.30 2E 247 -17.52 -12.47 3E 247 -9.95 -4.90 4E 96 -3.32 -1.36 117 Horiz. 23.01 23.01 £ Vert. -103.86 -54.92 Min. wind Horiz. 8.64 8.64 28.4.4 Vert. -38.40 -38.40 Surface Area Pressure (k) with Torsion (ft -k) (+GCP i) (-GCP i) (+GCP i) (-GCP i ) (+GCP i) (fe) 1 242 4.09 9.02 53 117 2 454 -22.35 -13.10 -70 -41 3 454 -15.83 -6.58 50 21 4 242 -7.60 -2.66 99 35 1E 88 2.71 4.51 71 117 2E 165 -11.68 -8.31 -74 -52 3E 165 -7.53 -4.17 48 26 4E 88 -3.67 -1.88 95 49 1T 330 1.39 3.08 -21 -46 2T 618 -7.62 -4.47 28 16 3T 618 -5.40 -2.24 -20 -8 4T 330 1 -2.59 -0.91 -39 -14 Total Hodz. Torsional Load, MT 220 220 Design pressures for components and claddin Torsional Load Cases In Longitudinal Direction P = qh[ (G Cp) - (G Cpl)] ='B - where: p = pressure on component. (Eq. 30.4-1, pg 318) Pmin = 16.00 psf (ASCE 7-10 30.2.2) G Cp = external pressure coefficient. Walls see table below. (ASCE 7-10 30.4.2) 32 2 3 r 2 o- 3, 2 3 Roof es7= 3 3 3 2 3 3 2! 3 3!_2 .. Roof e»^ Effective Area (fe) Pressure(k) with Torsion ft -k SurfaceArea (fe) (+GCP i) (-GCP i) (+GCP i) (-GCP i ) 1 174 2.17 5.72 13 33 2 742 -36.57 -21.44 133 78 3 742 -23.12 -7.99 -84 -29 4 174 -4.63 -1.08 27 6 1E 96 2.34 4.30 37 68 2E 247 -17.52 -12.47 64 45 3E 247 -9.95 -4.90 -36 -18 4E 96 -3.32 -1.36 53 22 1T 270 0.84 2.22 -8 -21 2T 990 -12.19 -7.15 -89 -52 3T 990 -7.71 -2.66 56 19 4T 270 -1.80-'-0.42 -17 -4 Total Horiz. Torsional Load, MT 148.3 148.3 P = qh[ (G Cp) - (G Cpl)] ='B - where: p = pressure on component. (Eq. 30.4-1, pg 318) Pmin = 16.00 psf (ASCE 7-10 30.2.2) G Cp = external pressure coefficient. Walls see table below. (ASCE 7-10 30.4.2) 32 2 3 r 2 o- 3, 2 3 Roof es7= 3 3 3 2 3 3 2! 3 3!_2 .. Roof e»^ Comp. & Cladding Pressure Effective Area (fe) Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 GCP GCP GCP - GCP GCP - GCP GCP - GCP GCP I - GCP Comp. 10 1 0.50 1 -0.90 0.50 -1.70 0.50 -2.60 1.00 -1.10 1.00 1 -1.40 Comp. & Cladding Pressure Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Positive Negative Postive Negative Positive Negative Positive Negative Positive I Negative ( psf) 38.52 -61.18 38.52 -106.49 38.52 -157.47 66.84 -72.50 66.84 1 -89.50 Note: If the effective area is roof Solar Panel area, the only zone 1, 2 , or 3 apply. NOTICE OF COMMENCEMENT C: N 2013R X1192 0$ A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIOW I? k 28487 Pq 4945; r Ups ) :ECORDED 02/13/2013 1:23913 IARV/Et'' RUVI!'•ir CLERK OF COURT PERMIT NO. If(•'�„�?_� 1 �I TAX FOLIO NO.11-2136-0139-1,37® 1AMI-DOSE COUi1Ti'r FLORIDA STATE OF FLORIDA: STATE OF FLORA TY OF L jOE COUNTY OF MIAMI-DADE: I HEREBY CERit+F � Oe�� of taus a' rigind f9kd In U* � &..I THE UNDERSIGNED hereby gives notice that improvements will be m 'AD property, and in accordance with Chapter 713, Florida Statutes, the fol i s is provided in this Notice of Commencement. i"'t ,' D.C. 1. Legal description of property and street / address: MYW SHORES SEC 5 PB 10$/ /LOTS 15 & 16 BLK 126 / LOT SUE 100.000 X 122 / OR 28143-1237 0512 01 168 NW 104TH STREET, MIAMI SHORES, FL 33150 2. Description of improvement: REMODELING INTERIOR & EXTERIOR OF THE HOUSE. INSTALLING HIGH IMPACT WINDOWS & FRENCH DOORS, REMODELING BATHROOMS, DEMOLITION SOME INTERIOR WALLS, CONNECTING THE GARAGE TO THE HOUSE AS A CONVERTED FAMILY ROOM, ELECTRICAL, PLUMBING, & MECHANICAL WORK, CONSTRUCTION OF LANDING, DRIVEWAY AND FENCE 3. Owmer(s) name and address: JOHN GARCIA Interest In property: PRIMARY RESIDENCE Name and address of fee simple titleholder. JOHN GARCIA 4. Contractor's name and address: LATERAL CONSTRUCTION, INC. 10803 NW 3RD COURT, PEMBROKE PINES, FL 33028 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: N/A Amount of bond $ wA S. Lender's name and address: WA 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: SERGIO E PERE2 6 NE 107TH STREET, MIAMq SHORES, FL W161 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address. SERGIO E. PEREZ 6 NE 107TH STREET, MIAMI SHORES, FL 33161 9. Expiration to of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ e ' specified) ONE ORtROM DATE OF RECORDING � / 10 —1 --Ir Of Owner Print ame JOHN GARCIA Prepared by JOHN GARCIA Sworn to and subscribed before me this 13 day of FEBRUARY 20 13 Address: 1386 SW 22 TER, MIAMI. FL 33145 Notary Public: �1104Z 1� U& Print Notary's Name. CARLOS J. LA My commission expires: 10/03/2015 AVILA NOTARY PUBLIC —ESTATE OF FLORIDA COMM# EE135383 vr�CF 19��Expires 10/3/2015 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: � 01 City: Folio/Parcel#: Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder): FBC 20 Permit No. e_ j 2— f q j Master Permit No. ROOFING County: Miami Dade Zip: 3 NO Flood Zone: A1.0 (�� r-&_1 I City: _ 4 i 0/111 State: / Zip: i' �PTIO Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: ) �,K Phone#: E3E3 8 Address: ��J NW � d City: [� ��_, °t 0 State: Zip: Qualifier Name: State Certification or Regis on #:, ��1� Certificate ofmpetency #: Contact Phone#:EmailC Aclass: DESIGNER: Architeceer 1big 1. ,� Phone#: ° s I ejA Value of Wor Square/Linear Footage of Work: Type of Woftk�--U-A' ❑Alteration ❑New ❑Repair/Replace Descripl n'of_'4r; : Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond Technology Fee $ ❑Demolition TOTAL FEE NOW DUE $ 1- 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENT TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, 60AULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING O NOTICE OF COMMENCEMENT." Notice to Applicant: As a co ition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good fai h that a opy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is s bject to ttachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspe n w h occurs seven (7) days after the building permit is issue In the absence such posted notice, the inspection will of appy ved and a reinspection fee will be charged. Signature Signature:^-� Own e or Agent C ntractor The for gins me w s a owledged befor a this The fore ing ' stnunent was a owl ed before me day of x(20 y day o 20 by wh ;J6 ersonaI y kno to me or who s produced who is p orally wn sye or who has produced identification and who did take an oath. itcation and who did take an oath. NOTARY UBLIC: ' m N TARY PUBLIC: _ tie °OF Sign:(- to 3. Sign: u s 20 s Print: GcV, \\ xp �F $ Ps ° Pmt: —o Notary Public State of Florida C,,•` \Ss,°° �opa� p yComm,xpires ep My Commission Expires: '` ::_�y �„mm'3 Nay My Commission P Commission # EE 128810 00 °°aQa�" ''� ° ;; �•�' Bonded Through National Notary Assn. APPROVED BY J TV 5J Plans Examiner Zoning '44-13 // % Structural Review W, (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) MIAM MIAMI RADE COUNTY f ' DUCT CONTROL SECTION DEPARTMENT OR REGULATORY AND ECONOMIC 11805 SW 26 Street, Room 208 BOARID AND CODE ADAUNISTRATION DIVISION ) 315-2540 F (790 315-2599 NOTICE OF ACCEPTANCE (NOA) www miam14ade aov/economy ES Windows, LLC ' 10653 NE Quaybridge Ct. Miand, FL 33138 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-Sno- Outswing Aluminum Casement Window - L. NL L APPROVAL DOCUMENT: Drawing No. W08 -O8, titled Series "S-5000 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision C dated 02/20/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami --Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade Country Product Control Section. NU SILE IMPACT RATING: Large and Small Missile Impact Rwiststnt LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, (model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, th it shall be done in its entirety. E N: A copy of this entire NOA shall be provided to the user. by the manufacturer or its and shall be available for inspection at the job site at the request of the Building Official. This news NOA# 12-021.3.44 and consists of this page 1 and evidence pages E-1 and E-2, as well as un�ent m 'oned above. d yy�y]]] on was reviewed by Manuel Perez, P.E. IC 7:/" NOA No, 12-t)820.06 Expiration Date: April 03, 2018 Approval Date: November 08, 2012 ` A'9til pt1 Page 1 ',a`' ASA' ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. ' DRAWINGS 1. Manufacturer's die drawings and sections. 2. Thawing No. W0898, titled Series "S-5000 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision C dated 02/20/12, 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 6) Forced Entry Test, Type "B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 58897 along with marked—up drawings and installation diagram of series S-5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-6294 and FTI,6295, dated 02/25/11 and 03/16/11, both signed and sealed by Marlin D. Brinson, P.B. (Submitted'under previous NOA No. 11-04.19. 01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 58894 along with marked -up drawings and instillation diagram of series S-5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test ReportNo. FTL -5336, dated 11/16/07, signed and sealed by Carlos S.. Rionda, P.E. (Submitted under previous NOA No. 08-0204.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, and prepared by Al—Farooq Corporation, dated 04/06/11, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 11-0419.01), 2. Glazing complies with ASTM E1300-04 manneirperevi4r. Product ContrqrixamlAr NOA No. .06 Expiration Date: April 03, 2018 Approval Date: November 08, 2012 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued. to E.I. DuPont DeNemonrs & CO., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010, dated 02/21/12, signed and sealed by Javad Abmad, P. E. (Submitted under previous NDA No. 12-0820.06) 2. Laboratory compliance letters for Test Reports No.'s FT"294 and FTL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 11-0419.01) 3. Laboratory compliance letter for Test Report No. FTI -5336, issued by Fenestration Testing Laboratory, Inc., dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 08-0204.05) G. OTHERS 1. Notice of Acceptance No. 12-0223.44, issued to ES Windows, LLC, for their Series "S-5000» Outswing Aluminum Casement Window — L.1VI.I.", approved on 05/24/12 and expiring on 04/03/13. Manuel P P.E. Product Contro xa er NOA No. 0.06 Expiration Date: April 03, 2018 Approval Date: November 08, 2012 E-2 e CAM LCM LOMM POINTS (kl, SIZES SUAPPLIED RFACE MuUNTM OPTIONAL MULTI POINT LOCI LOCKINQ POINTS— SSEE CHART WOW. HEIGHT �p� urm AT SAM 40' 3 6Y k 78 S TYPICAL ELEVATIONS SERIES SQOQ ALUMINUM GUTSWING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE COMBINATIONS OF CASMT/CAW OR CASEMENT WITH SERIES 5100 FIXED WINDOWS USING MUU.10NS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. flbll�e THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 4TS OFFLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 8 YP>r�gt�Cao� , HURRICANE 7014EREQUUHUN `THE 0 itsWOOD BUCKS BY OTHESI, MUST BE ANCHORED PROPERLY TO TRANSFER 'REE gy LOADS TO STRUCTURE ANCHORS SHALL SE AS LISTED, SPACED AS SHOWN ON DETAILS ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL Ri5sw OR STUCCO. ANCHORING OR LDADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. T d A ��Y ANo 3 MATERIALS INCLUDING BUT NOT LIMITED TO S1EEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DMSIMIIAR MA SHALL THE RkI3 MEEET REQUIREMENTS OF THE FLORIDA SM. CODE SECTION 2008.8.4. A 3" / \ g P)l 1 30 8/8" 30 6/e, D L OPO DI ON 38 7/8° a 7/8° VENT wvmm VENT WIDTH6 7Cwpaw WIDTH ^ j 3�>b DOLIKE (Tot) G THESE WINDOWS ARE RATED FOR LARGE 8t SMALL MISSILE IMPACT.B < m u SHUTTERS ARE NOT REQUIRED: °fid OF Sept s k 9,ii 65 80-BQAt 'Wtl-e 1 UU-M (00 wi UU-M (Soo -ML 99 [££ 'lj 'IYMiI �' AVarn B 3'S iL WNOZZS IWO 5$$ A vp OD � 1000 v' 3r 'e ers�vazC9osl�crs � �'[i Ywa�a EIIBlYdd BI�IOL' $ M K9 - e mcuvuoduw OOOLvd'1V � �W s � oft 3"aw a t a _o -.t x✓► ems -- -A0 ma lHmm sag= [f nv omre-S —0120-1Bo-Ct-W � pt cp Cole � CA o 1 �N Cps F Ni 0o2o 0 5$$ 19 ;!a IlaIaIall-Ila alallas :sa-a;;,fi l;IIa&IIaI;9,;1a;iaa:1 7 $:Ra $ as pa q a Oaa P O 11.31111 � a 1 1 1 1 t t 1 1 q�v{eaa e3 S�� f0 a a npgpall-Ili a al O O pea d m b a; 1Np i� '' n� 9 1 1 1 1 1 1 1 1 1 1 �l FFFe iitltl a�1 if p p AO�fp ,pt �e1 dp yp{3gd tb tl pg a0 f0 �p{g t9 i3 1p� I� 1 , t , 1 t l l ,.(tl pa 2i 1! od �CiMaO o6 qa pa �(0 pdo i6 pa ,p bd to t 1 �d q 1 tli t 1 1 1 1 1 , i 1 P. 01...tit 1 t t 1 1 1 1 i / 1 it fd ii060 i6 Kp t� Id d ^ ' ` l / i ' ' t i ' ' ^ t. .:.�I_ tip• NEAT STREN'D GLASS 090' INTERLAYER SENTRYCLAS 13Y 'DUPONT' �1/8' HEAT STREN'D GLASS SIUIDOrDOW NCORNING 788/983 ' HEAT STREN'0 GLASS 'STREWO CLASS SENIR/m m BY 'DUPONr NTERLAYER SUCO E TE PQ BY 'DUPONT' GLASS TYPES 'A', 'B', 'C' 8a W. ' HEAT STREWD CLASSSMONF t SIUCONZ DO CORNING 795/4183 & F Oft CCOMM 798/98. omaCed 8/32' NEAT STREN'D GLASS 5/32' HEAT STREN'D GLASS uPma"Noon i OR � .:.�I_ tip• NEAT STREN'D GLASS 090' INTERLAYER SENTRYCLAS 13Y 'DUPONT' �1/8' HEAT STREN'D GLASS SIUIDOrDOW NCORNING 788/983 ' HEAT STREN'0 GLASS 5/32' HEAT STREN D GLASS SENIR/m m BY 'DUPONr 090 4NTERLAYER SUCO E BUTACITE PIM BY 'DUPONT' GLASS TYPES 'A', 'B', 'C' 8a W. 1/L1' HEAT STREN'D GLASS SIUCONZ DO CORNING 795/4183 & F omaCed 8/32' NEAT STREN'D GLASS 5/32' HEAT STREN'D GLASS uPma"Noon i OR .:.�I_ tip• NEAT STREN'D GLASS 090' INTERLAYER SENTRYCLAS 13Y 'DUPONT' �1/8' HEAT STREN'D GLASS SIUIDOrDOW NCORNING 788/983 ' HEAT STREN'0 GLASS A90' 941ERlAYM SENIR/m m BY 'DUPONr 1/8' HEAT SIRE 'D CLASS SUCO E DOW CORNING 798/983 fti GLASS TYPES 'A', 'B', 'C' 8a W. WM ,ALT. GLAZING ORTZ THESE GLAZING STOP CAN BE USED WITH GLASS TYPES 'A', 'B', 'C' 8a W. WM omaCed 8/32' NEAT STREN'D GLASS 5/32' HEAT STREN'D GLASS uPma"Noon i OR 8/32' TEMP, OL439 8/32' TEMP. fRAS3 1/4° AIR SPACE 1/4' AIR .PAGE cc77 J S 1/8' HEAT STREN'D. CLASS 1/8' HEAT STWD. GLASS 090 tNTERLAYER NFERLAYER SENT° PVB BY 'DUSENfRYCLAS 13Y ' OU+ONTB/R NFAT STREN'D GLASS 5/32° NEAT STREN-D GLASS _ Suco E SILICONE i DOW CORNING 795/983 DOW CORNING 798/983 a9 mfr _ O m u GLAZING OPTIONS NOTE,. FtA. PC W". . _7L " TO OUALIFY FOR SMALL MISSILE IMPACT RATING 30}8 yy $ EXTERIOR PLY OF GLASS TYPES 'E' & '(" MUST BE TEMPEREO. 8 b drowttlg no. w0e-09 or Io CAL SEE ELEV FOR TYPM sEE Q FOR MIAMI -GAGE COUNTY APPWM MULLION & MULLION ANCNON SEE SEPARATE NOA WOOD BUCKS AND METAL. STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. I rMICAL ANCHQRSSs sm uw. Fm sPAcNa 1/4" DIA, UITRACON AY 'f_LCO' (Fa.177 K&. FYa1n5 Km) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD TIM 1 BY BUCKS INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO CONIC. OR MASONRY fila SMS DR pa1LLINe SCREWS (OR= z CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - .090') INTO METAL STRUCTURES STEEL : 12 GA, MIN. Tv - 39 KSI MIN.) ALUMINUM : 1/8- THK. MIN. (6083-75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE CUSTANCE INTO CONCRETE AND MASONRY - 1-1/2" MIN. ' INTO WOOD STRUCTURE - 11/16" MIN. py wBhoarbr t INTO METAL STRUCTURE - it/1B- MIN. CONCRETE AT HEAD. SIU. OR AM Pc - 3000 PSI MIN. �8 C-90 FKILLOW/FILLED BLOCK AT JAMBS Pm ■ 20M PSI MIN. IN N fiLA_ .f��i 70>N9 gpomp�ooIQo � so 08'�0��. V N+, dMing no. W08-08 Ir MAX. ,M3/1SHIM _ TYPICAL ANMORS MJCKS SEE aft FOR SPACING @1 CAM iD4 -� 9� OR pSTRAFAI © © e i VENT wpm MULTI PMNT L= apnom We" VMTM SINGLE VENT WINDOWS t i © ©BMW_ j l r7�rLI� �LJ��It=* t `.71�` -: n OFT— SCREENi p SEE MEV. FOR SPACING fl WE Ew. FOR SPACING C{ VENT VENT DUAL VENT WINDOWS '!VL I'-�► ' ..lr. �C319 mom An 0 ALT. TYPOL SIM ELEV. FOR rAL ANCHM ELEV. FOR $PAC= ALT. .44 • R Browing no. INUMATION IfETAI13 WITH FI,UQN FRAME ADAPTER FRAME 51 SNUBBER .348 .BW .090 .837 GLAZING STOP (IAM. GLAZING STOP (INSUL IAM. .147 3 .084 ® as7 GLAZING STOP (LAM. GLASS) 348 fin L .094 943 ,m .490 ® 4.oe3 GLAZING WEDGE ® FLUSH FRAME ADAPTER Dow Low 1.030 146.148 .148 3.000 3.00 1.844 1� .784 1X3 1X3 IMPOST STIFFENER ® C UNS OM MULLION STD. MULLION MULLION CUP l draw rig no. woa^08 ITEM PART # QUANIM D>MAIPTGOR MAT111GA4 MANS./BttPPL18R%8>014RISB 1 159001 1 FRAME HEAD 6063-T8 2 EMODI 1 FRAME SILLL, 8063 -TS 3 E69D01 1/ VENT FRAME JAMB -MINCE SIDE 8083-T8 - 4 1 1/ VENT FRAME JAMB -LATCH SDE 80&F -TB - — 9 ES8002 1/ VENT VENT TOP RAIL 8083 -TB - 6 ESSO02 1/ VENT VENT BOT OM RAC. 8483 -TB - 7 ES9002 1/ VENT VENT BIDE RAL -HINGE MOE 6083 -TB I - 8 Emu i/ VENT VENT WE RAA. -LATCH SDE 6063 -TB 0 E35004 2/ VENT SNUBBERS, 2-1/2' IANC 6083-T8 - 1W1 E61103 AS RECD. GIMM BEAD (LAM. GLASS) 8083-T8 - 108 - AS REDD. GLAM BEAD (I'ISUL. LAM. CLASS) 6053-T5 - tOt ES1G08 AS REQ% GLA20NO BEAD (IAM. GLASS) 8063-T8 - 11 27-428 AS REGO. GkAZn CASKET amm QUROMETER 60 SKORE 'A' t1A ES1010 AS RECD. I OL4M WEDGE SOFT PVC OUROMETER *88 SHORE 'A' 12 AS READ. I FRAME & VENT ASSEMBLY SCREWS - #10 x 1-1/2- PH SMS 13 SNUSS01 SNUBBER INSTAUATM SCR W$ #B x'1/2- PH 8MB 14 E202 AS RECD, OUTER W ATHOW&PPINO (POLYPROPYLENE M. TPE BULB WRO►1ETER 88 SB10NE 'A' 18 E35995 AS RECD. I INNER WEAM041RIPPINO EPOM OUROMETER 60 SHORE 'A' 16 t2E-SS AS READ. CORNEA LOCK ST. STEEL SULLIVAN & ASSOMATO 17 30189 2/ VENT 4 80 HINGES -MVM OU1V - TRUTH HARDWARE 18 - 3/ HNOE HIWS MOUNTING SCREWS AT FRAME - #10 x 1/2- PH SIB ISA - 4/ HWOE HINCE MOUNTING SCREWS AT VEIN 010 x t/4- PH SIi3 1S 23 smw 1/ VENT SINGLE ARM G> agroR (AT 6-1/2" FROM 0w) - TRUTH HARDWARE 20 - 4/ OPER. OPERATOR MOUNTBIO SCREW - #10-24 x3/8° 0 SMB 21 30178 1/ OPER. 13-3/4- LONG TRACH ST. W= TRUTH HARDWARE 22 - 2/ TRICK TRACK MOUNTING S - #1G x 3/8- PH BB sms 23 AS READ, 1X3 CUSTOM MULLION 6083 -TB - 23A AS READ. 1X3 STANDARD MULLION 8961-T8 - 24 AS R EGO. MULLXW CLIP 6063 -TB - 28 2/ UTE SETTING BLOCK, 5/18" X 5/8' X 4- LONG EPOM AT 6' FROM EACH END. OUROMETEN 65*5 26 6/ LRE TAPE SPACER (1/4- X 1/2') FOAM AT 8' FROM GLASS ENDS 30 - OPTI9N& 8/18- Box SCREEN - - 33 ESom 2/ VENT AM SAO SKATE, 2° LONG NYLOH/CELCON M&M PLASTICS 34 2 WAIV SKATE MOUNTING SCRM — #6 ■ 1/2- PMSMS 36 ESSD03 1 IMPOST 8041—T8 37 ES5010 AS RQD. IMPOST STIFFENER 8083—TB 49 CLOT -6'L00 MULTI+POBA LACK MECKAPISM INTERLOCK 46 — — SACK FASTENER PLATE ^ 47 — LACK LOO( FAS11M SCREWS THREAD FORMING 48 1-2M—XXX SNAP ON Gom - — 46 OWI-1050—XXX SNAP ON HANDLE so ^ GUIDE (ACETAL) 31 KEEPER (11LET 32 — — LOGIN BAR (304 ST/ST) — 53 ES -0017 AS READ. FLUSH FRAME ADAPTER 6083-78 OPTIONAL 54 1/ VENT L0010MD HANOIE SULUYAN & BB 2/ VENT LOCKING CAM (AT 11-1/2- & 50-1/2' FROM BOTTOM) — SULUCAN & ASSIx1. Be 2/ LOOK LOCK MDUW= SCREft #8-32 K 1/2 PH US 57 188013 1/VENT LOCK HANDLE/CAM CONNECTOR — 1/4° ■ 1/2- AUUM. BAR so E88011 2/ BAR CONNECTOR SCREWS — Cusm 98 CS-20OX—SS 2/ VENT .KEEPERS (AT 12' & 51' FROM BOTTOM) ST STEEL SULLNAN & ASSOC. 60 2/ KEEPER KEEPER MOUNTING SCREWS #10 x 3/8- PH SMS M S � wK110ae Mlda -• Don SEALAMH ALL FRAME D VENT CbRNERS AND INSTALLAMON SCREWS ^ SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. < m u GA 700!)4 •` 0 0 2012 droar109 im P� W08-08 b umm Loan CAVAt3TY - Pop MIXW LOAD CAPAUN - IS 129 P Dnm of! umOU" M9L. I I TROWDom, 1 sm.TS e 3r 80.0 90.0 30° 2060 90.0 42' eke 06.0 42• 90.0 90.0 46' W, 90.0 00.0 46' a4° SOA 8060 46' 20.0 0060 a4' SOA 80.0 63-t/9° 86.0 8060 w 90.0 BOA 8060 o0.0 a2' SOA 20.0 26-1/2- 0060 no 30° 0060 90.0 3r 80.0 SOA 38' 0060 90.0 42° 90.0 90.0 42' 90.0 00.0 49° e3° 80.o 2060 4a' 20• 20A 20.0 46' 0060 20.0 54' 110.0 0060 63-1/6- 80.0 20.0 60' o0.0 90.0 or SOA 0060 80' SOA 0010 20-1/2" Bale 00.0 30' o0.9 Sale 3r OO D 90.0 36' SO.0 00.0 48• 74-7/4" 8960 Bale 42° w96.0 0060 20.0 45, 76.0 00.0 4s• 20.0 41r 7U.4 89.1 a4' Sao me 33-1/6° 7fa 69.2 w 90.0 Sale 26-t/2" Bale 2060 30° ou 20.e 3r 64.2 2060 36" Bole 20.0 �. 70.4 20A 4r 7r 2060 20.0 LL 7260 90.0 46' @J.6 90.0 69.7 87.4 54° 76.4 0060 07.1 84.2 30' 00.0 2060 3e° 86.1 ou 42' 76° 76.4 00.0 48° N.7 07.4 a1' 87.1 6460 .ao; ,. USE W ON nas SKMT FOR VVE Or SIDE COt+06iC W OF . 2. FOR CASEMENT WINDOW CAPACITY SEE SNEEI 2 Or 10. 3. FOR F01ED MEOW CAPACITY SEE SEPARATE NOA, 4. L09.1*R WAIE9 FROM STEPS 1. 2 OR 3 lii APPLY TO ENTIRE SYSME CLIPPED MULLIONS Low___:.' a R W2 Loi '1'YPICAi- IzrtxvATFON9 2209 BY 010E AIt100N8 BIDE BY SIDE APPIM TO TWO OR MORE WINOOWB ga WIDTH (W) = W1 + w2 g r, a FOOE DISTANCES FOR MUL1!ON CLQ INTO CONCRETE AND MASONRY - 2" MIN. INTO WOOD STRUCTURE - 11/16" MIN. INTO METAL STRUCTURE m 11/18" MIN. ® 9 toil amwt� no. WITS -08 fleet 10 of 9 4� 2012 drawing no. W08-08 PMRIAM ADE COUNTY, FLORIDA t(786) SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11 Room 208 AFRAIRS (PERA) 3175-2474 BOARD AND CODE ADMINISTRATION DIVISION 3 2590 315--2549 NOTICE OF ACCEPTANCE OA e 98 -Windows, LLC 10653 NE Quaybridge CL Miami, FL 33138 Clif)Y SCOPE: — �=W An 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 --Dale County PERA— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami --Dade County),and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance Purposes. If this product olr - material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Aluminum Tube Mullions — L.M.I. APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL—Farvoq Corporations, dated 04126/04 and last revised on 03/05/12 w/ revision "F% signed and sealed by Javad Ahmad, P. E., bearing the Mimi—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising 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—Dadc 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. A copy of this entire NOA shall be provided to the user by the manufacturer or its call be available for inspection at the job site at the request of the Building Official. 9 NOA No. 094825.03 and consists of this page 1, evidence pages E-1 and E-2, as well as it mentioned above. was reviewed by Jaime D. Gascon, P. E. ESO -V' OW A J l�Sl P,% t9i NOA Na 12--0348.37 Expiration Date: September lb, 2014 Approval Date: May 31, 2012 Page 1 ES Windows. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA Na: 04-0712.41) 2. Drawing No. M04-�04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on 03/05/12 w/ revision "F", signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "D -A" fixed window, Grade 10, Level LV 1 per ASTM F 588-04, Side -Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT1-3810, dated 05/16/03, 1rL-3819, dated 06/09/03 .and FTL-3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (SubnmWed under previous NOA No. 04-071101) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by AiFarooq Corporation, dated 09/01/09, signed and sealed by Javad Ahmad, P. E. (Submided under previous NOA No. 09-0825.03) 2. Gle2ing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jaime D. Gascon, P. Product Control Sectlou Supervisor NOA No. 12-Q39&37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 ES Windows. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBAffrM F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010, dated 02/24112, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance and no financial interest, dated 08/21/09, signed and waled by Arshad Viqar, P. E. (Submitted under preWous NOA No. 09-0825.03) 3. Laboratory compliance letter for Test Reports No.'s FTL-3810, dated 05/16/03, FTL-3819, dated. 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenesttution Testing Laboratory, Inc., all signed and sealed by Joseph C. Chan, P. E. (Submitted under preWour NOA Na 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 09-0825.03, issued to ES Windows, LLC for their Series "Aluminum Tube Mullions -- L.M.I. ", approved on 11/10/09 and expiry on 09/16/14. Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 12-WO8 37 Expiration Date: September 16, 2014 Approval Date: May 31, 201,2 E--2 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. ANO CAN BE USED WITH ALL MIAMI—DARE COUNTY APPROVED IMPACT ANO NON—IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NISTHIS CT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING NIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS IS: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPEW.Y TO TRANSFER LOADS TO THE STRUCTURE, ANCHORS SHALT. BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL. SHALL BE MUD WALL COVERING (STUCCO, TILE ETC.). ANC14ONNIO CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD OURATION NOW -43E IS USED M DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS, THAT COME INTO CONTACT WITH OTHER 01SS0HLAR MATE SHAD MEET THE REGLOREMENTS OF THE FLORIDA SLOG. CODE SECTION 7003.0.4. INSTRUCTIONS: USE CHARTS AND OWNS AS FOLLOWS. STEP 1 DETERMINE DESIGN WAD REQNRED PER ASCE 7 FOR PARTICULAR OPENING, STEP 2 USE MIAMI—DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE WAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT '� APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH ,STEP DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS S THRU B AND ANCHOR CHARTS STEP S ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. u.. �► •. _ �- i ._. --SrI��3i-a ■�- •R •: 1'1tODUOTRRVf9HDPloflala �vi7• AAN , 7i168Z T3u4dk1B � A»H� � 0 8 2012 I 0 0 3 3 j crowing no. M04-04 1.000 x-.125 1.004 323 a.000 .128 2.tm0 FLOW � TI� 1.000 tae -� a1Noo .12$ ,128 4.040 1.004 .128 [*� 3.000 4.000 .128 2.000 � 1a5 � 6.000 5,000 Y LU .338 .323 1 1 f 6.t�0 .126 .128 .280 g l o g 1 X 3 1 X 4 1 X 3 CUSTOM MULLION 1 X 4 CUSTOM MULLION log STD. MULLION 8083-T8 STD, MULLION 6063 -TB 8063-78 6083 -TB -2.000---1.128 LL aa; ,1'd6 2.000�2•000 1a8 2 X 8 STD, MULLION 2 X 6 STD- MU LION HEAVY 2 X 6 MULLION 0O 2.000---=1 tab 4.004 8053-T8 8083 -TB 8083 -TB g v 3.000 L .128 LIL y1 ------- i Ed - WH. EDGE DIST. FOR t/4. DWANCHOR FOR 6/18" DIA ANCHORS ANCHORSD- Z >� Z ANGLE CLIP 2 X 3 2 X 4 6083-T5 STM. MULLION W83 -T8 TD. MULLION SI 8083 -TB .720 -1.690- .6110.166TYP.MIR .166 TYP 2.750 3.250 1 � .128 2.000 I 1 1,05- 1750' NOTCH OPTIONAL f/2' 1YP. OPTOTCH IONAL 1.�.PRO npe: ,%V MAO 0 � 'e 4Ed, dCAN.Iftu - MIN. EDGE DIST. Ed, FOR 1/4'DIA. ANCHORS 8/8' FOR S/t6' Ed w WN. EDGE DIST. 1/2' FOR 1/4' Ow. ANCHORS 10%t=RV{Wkz16 N6 -Q 0g.UL�Ed o1/2' drotmng no, DIA. ANCHORS 5/8" FOR 5/16' MA. ANCHORS M04-04 MULLION CLIP 6063-T6 MULLION CLIP 6063-T5 '` p WIAI� 0 0 z01z BheSt Of 8 DESIGN WAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY ^ PSF (T11H2 MULLIONS) DEIGN LOAD CAPACITY - PSF HE MULLIONS) 4 V WINDOW DIMS, 1X8 STD. 1 X, STD. 1X0 CUSTOM 8X3 STD, I X4 CUSTOM 8X4 STD. 2X, 8971. 2X8 2X8 HEAVY WINDOW DIMS. 2X8 STD. 2X. 1X8 CUSTOM 2X, STD. 1X4 CUHTOM 2 X 4 2X 8 STD. 2X8 2X9 HEAVY BIPIDOW DIMS. 9V4TH (Sq) MALL SPAN 1X8 1X4 CUSTOM CUSTOM 1 X 0 1 X. 8X8 8X. 2X8 STD. STD. STD. $9'D 2XD8 8AV MOTH (W) MULL SPAN WIDTH ( MULL SPAN 19-1/8° 180.0 180,0 100.0 180.0 180.0 180.0 160.0 18-1/8' 74.0 140.9 118.1 180.0 100,0 180,0 180.0 19-1/8" 37.9_ 27,3 88.3 98,7 148,1 180.0 ISOM 180.0 100.0 180.0 160.0 180,0 180.0 83,8 101,7 83.1 140A 180.0 160,0 160,0 - 27.3 39.9 89.0 106.6 160.0 28-1/2' 30° 26-1/E' 30" 28-1/2° 30' 160.0 160.0 100,0 180.0 160.0 160.0 180,0 47,6 89,8 73.4 131,3 180.0 180.0 100,0 - 24.1 - 38.3 81.7 93.2 160.0 180.0 180,0 +80.0 100.0 180.0 160.0 180,0 3&6 7E4 896 106.4 148.9 180.0 180.0 28.8 60.0 76.8 138.0 37" 42" 3i 42' 37' 42- 149.8 t80.0 1SOA I 180.0 160A 180.0 18010 33.8 8412 1 62.4 936 1 131.2 180A 180.0 - 26.2 44.1 BBA 122.3 48" 38-3/8" 130.9 180.0 160.0 1 180.0 180.0 180.0 160.0 48° 74-1/4' 29.7 8&1 48.9 82.1 1+4.8 +60.0 180.0 48- 120' - 22,0 306 88,2 107.0 118.3 160,0 180.0 1 160.0 180.0 140.0 160.0 2&4 49.9 406 72.6 102.1 138.2 160.0 - - - 34.3 61.0 96.1 84' 84' 64' 80` 104.7 180.0 160.0 1 180.0 180.0 160.0 180.0 80- 23.8 44.9 36.7 60 91.8 121,7 180.0 80" - - 30.8 46.0 88.0 {�Y 95,2 13MO +48.8 180.0 180.0 160.0 180.0 21,8 404 33,4 89,7 88.6 110.8 100,0 - - - 21L0 42,3 77.8 08" 72' 08' 72° 06- 72- Kh W 87.3 140.1 134.8 180.0 IWO 160.0 180.0 - 37,4 30.6 84,7 78,6 101,4 180,0 - - - 28.7 1 X8 71.3 19-1/8' 160.0 160.0 100.0 100,0 180.0 180.0 180.0 19-1/8° 81,6 110,1 70.6 180.0 180.0 160.0 180.0 19-1/8° - 28.0 206 418 727 1 116.0 180.0 ft; 138,2 180.0 160.0 180.0 180.0 160.0 t80.0 37.2 79.4 67.4 116.1 180.0 160.0 100,0 - 20.0 30.0 826 03.4 160.0 28-1/2' 30" 28-1/2' 30' 26-t/2" 30- 120.3 180.0 160.0 180.0 160.0 180.0 180.0 32.8 70.2 60,7 102.8 1 143,8 180.0 180.0 286 40.3 73.7 136,4 37" 07.8 180.0 160,0 160.0 180.0 180.0 160.0 37" 28.6 88,0 41.1 83.2 118,4 ISOM 160.0 37' - - 214 37,0 89,7 +094 68,9 138.0 +328 160.0 160.0 180.0 160.0 E3.4 8011 58.2 73.9 102.8 1364 +60.0 - - - 99.1 62.8 98.7 42" 42- 42' 48' 80-8/0" 48° 84' 48- +32' 78.2 1204 110.0 160A 180.0 150.0 180.0 20.6 43.9 -. 31.7 84.1 09.7 118.8 100,0 - - - 29.0 46.1 04.6 68,6 107,3 103.1 160.0 180.0 180.0 160.0 - 39.0 28.2 57,0 79.7 108.6 160.0 - - 25.7 40.9 78.2 84' 80" 64" 80° 84' 00" V 60.2 98,8 924 141.2 180.0 160.0 180.0 - 38.128.3 81 71.8 9&f 180.0 - - - 23.2 36.8 67.7 64.7 87.6 64,4 128.4 180,0 180.0 1 180.0 - 31,9 23.0 46.0 66.2 86.4 180,0 - - - 21.1 33.6 614 88" 72- 88- 72° 1 08° 72" 1 80.1 00,8 77.3 117.7 160.0 180.0 1 160.0 - 29.2 21.1 42.'! 69.0 79.2 1466 30,7 614 18-1/8° 26-t/2" 30- 37" 1434 180.0 160,0 180.0 160.0 150.0 160.0 19-1/8" 26-1/2" 30' 37' 34.8 746 6].3 1 1 160.0 160.0 180.0 19-1/8- 1 28-1/2- 30" 37' 216 - 32.0 8&0 89.0 Ld m m tp tD IO3a 180.0 ISMO 160.0 180.0 180.0 1 180.0 24.9 63.4 38,4 706 1 124.4 180.0 +60.0 - 23.1 40.4 64.3 11&C 91.7 1472 141 A 160.0 180.0 180,0 1 180.0 220 47.2 34,0 68.9 109.9 146.6 180,0 - - - 20.4 36.7 684 104.3 74.3 119.3 110.7 180.0 180.0 180.0 180.0 - 3&2 276 86.9 89.1 118.0 16010 - - - - 2&9 46.0 84.8 42- Q. 94' 68° 08.6 100.1 +01.0 160.0 160.0 160.0 160.0 42" 48' 84' 96' - 33,7 24.3 49.2 78.6 104.0 t00,0 42- 48' 84- 144" - - - 28.6 40.8 74.8 Z ^ M d z r�1 Z 87.3 92.0 88.4 134.8 180.0 180,0 160.0 - 29.6 21,2 43.1 89.7 91.0 10010 - - - - 22.3 30.8 082 80.9 61.8 7&0 11&3 1004 180.0 160.0 - 26.2 - 38.3 61,0 60.9 148,0 - - - - - 31,8 67,9 46.8 73.8 70.7 107.8 180.0 180.0 180.0 23.8 - 34:4 64.9 726 133.7 82.1 80° 80' 72' 80- 80" 72" �° 86° 72" 41.7 68.9 84.3 97,8 136.0 t6D.0 180.0 - 21,4 31.3 49.9 88,2 +a+.e - - - - - 28.6 476 3&2 818 88.8 89.8 +29.4 780.0 160.0 29.7 464 60.7 +116 - 23.0 43.4 19-1/8' 26-1/2- 30" 37" 42° 121.9 08,0 77.7 63.0 80.6 180.0 141.2 124,8 101.2 09.1 180.0 138.7 119.9 97.2 86.6 18010 190.0 160.0 147.9 130.3 180.0 180.0 100.0 160,0 160.0 160.0 180.0 180,0 160.0 180.0 160.0 180.0 180.0 160.0 180.0 +9-1/8- 26-1/2" X. 37' 42' 24.2 - - - - 81.9 37,8 33.1 28.9 23.7 37.4 27.0 23,9 - - 76:9 844 48.4 39.2 34.8 132.7 9&8 84.6 68.6 00.4 180.0 130.2 11&0 93.3 82.2 18010 160.0 180.0 160.0 180.0 AROM TO BE INMKD INM UCTANO" SHAPE /%�Q1AE1No PA�11CT NOl6YOMTAL MULLION ; $ `� 48' 1,+° 84- 60' 88" 72' 4&8 43,2 °uB.B 38.3 32.4 78.0 89.3 82.4 68.7 826 74.9 86.8 69.8 84.8 49.9 114,0 10+,3 91,2 82.9 78.0 160.0 141.8 127.6 116.0 fQ6.3 160.0 180,0 180.0 180.0 140.8 180.0 160.0 180,0 180.0 180.0 48- 64" 60" 68` 72' 100" - - - 20,7 - - - - - - 302 264 24.2 22.0 20,2 62.9 47,0 42.3 38.8 38.3 71.8 63.9 676 82.3 47.9 132.1 117.4 108.7 96.1 88.1 01A2W0 PRODUCT MULLIONP R(,0UCT P PRODUCOT P ALL LOADS ARE EXT.(+)/INT.(-), NQTE: w1 Wa iluuwww4 SPAN „ , w W MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4". 9" AND 6" TUBE MULLIONS. LLBEL''e' AND 'C' APPLICABLE TO TUMULLIONS. MULLIO7NSI TYPICAL MULLION ARRANGE(�NTS Wt + W2 WIDTH (W) 2 "qa wva�aNM luadwoY&��rmub TUf. PE 70692 coo Oaw. gr06Td0 �� Co+ri+ot M1 drawing M04-04 ' no. DESIGN LOAD CAPACITY - POP D$8[ON LOAD CAPACITY - P8F WINDOW DIMS. WINDOW DIME. ANCHORS TYPE ANCHORS TYPE WIDTH (tt� V A TIINDOt7 DIME. C ANCHORS TYPE E 19-1/8° 28-t/1° 30° 37" 42' ae° 94° 89" 88" 72° 74-f/4° tf8.0 9$0.0 180.0 180,0 180.0 85.7 189.0 108.9 180.0 180.0 74.0 137.1 88,2 180.9 ro 80.0 111.1 78.0 160.D WIDTH (W) MULL SPAN A H C D E 133,8 JTA 88.8 48.1 98.2 fa0.2 33.8 82.3 43.7 87.4 108,3 30,8 67.1 a0.1 80.2 t00.a 18-1/8 28-1/2° X. 37° 42° 48" 94° m" 88° 72° ga° 102.8 itS0.0 133.4_ 160.0' 180.0 _ 19-1%8° 160.0 990.0 180,0 980.0 180.0 t80A 28-1/2' 180.0 190A 180,0 180.0 160.0 40.8 78,7 89.1 108,3 732.8 38.J 8T.3 47.2 84.8 118.1 Sz.7 eo.e aa.a eao 19ea �.7 58.1 38.8 77.3 88.8 2T2 &1.8 98,4 70.9 8&8 19-t/8° a8-1/2• 30" 37" 42° 48" B4" Ii0° 88° 72" 88" 89,7 180.9 30" 143,1 180.0 180,0 180.0 150.0 1soo a8.a 889 80.3 120,8 180.0 409 78.7 53.1 +08.J 1329 359 88.3 48,9 85.0 118.3 319 118.9 41.3 82.7 7 t1J.3 2&8 83.0 37.2 74.4 83.0 28A 48.a 33.8 87.8 84.8 239 aaz 3f.p 82A. 3T 116.0 180.0 18010 190.0 180.0 189,0 150.0 87.8 108.7 7a.8 149.7 igo.D 50.6 94.2 u,i t3a,s /SO.o 41.2 78.4 83,8 107.2 134.1 38.3 87.3 47.2 94.8 118.1 31.8 6&8 41.J 82.7 tOJ.3 a8.2 82.3 38.7 7J9 81.9 42• loss 180.0 132.9 190A 180.0 48° 38-3/8° 89.4 190.0 118.3 180A 160.0 li4° 79.6 147.3 103.4 180A 160.0 80° 77.6 132.0 93.1 180A 180,0 88' 89.0 120.8 84.8 180.0 180.0 �t 8j 72" 69.8 110.6 77.8 190.0 160.0 4ssi f9-t/8" 160.0 180.0 180.0 180.0 160.0 3 2e-1/2° lzas 190.0 190.0 190.0 160.0 30° 108.6 1lA.0 141.1 180.0 11.0 37° 87,8 990.0 114.4 180.0 180.0 42' 97.8 145.8 100.8 190.0 160.0 49" 90-8/8° 87,8 126.8 a�.2 190A 1150.0 84° 60,3 111,7 7&4 1150,0 160.0 eo° 88' 64,2 49.3 1oo.5 91.4 70.6 84.1 141.1 128.3 150.0 160.0 In 72• 46.2 83.e sae tn.e 147,0 19-1f8' 948.6 180.0 190.0 180.0 180.0 28-1/2° 107$ 18D.tl 138.4 180.0 160.0 >-- 30. 94.7 1�.o I23.1 160.0 1aQ.Q w 37° 78.8 142.3 98.8 180.0 960.0 42° 87.8 128.3 88.0 180.0 180,0 ``pr$f9 48° g8` 89.2 108,9 77.0 18010 180.0 o N gM 84° 92.0 97.9 88.4 138,8 180.0 Z Z$ 80" 47.9 87.7 81.8 125.1 Inc F Z� 88' 43.0 79,7 88.0 191.9 +39.9 72" 39.4 73.1 81.3 102.6 128.3 19-1/8- 130.7 laOA 180.0 180A 15010 28-1/2" 98.7 t$9A 128.3 160A 180,0 ANCHORS NDRIMAL WAAM M. 87.2 96pA 113.4 1811.0_ 1$0,0 RA CRE 17 ANCHORS TYPE 0.8,CA ORE ARCHES TO BE INBMSM INSIOE RECTANW AAR SHAPE 37° 70.7 131A 91.9 180.0 180.0 42° 82,3 118.4 89.0 180.0 180.0 GLAZING '�° 83" 94,8 101.0 70.9 141.7 180,0 ii�� PRODUCT 54' 80" A8.4 43.8 �.7 80.8 83.0 88.7 128A 115.4 180.0 tlERitC.4L MULLION E112i g' $ lot, PROvmXT PRODUCT ALL LOADS ARE EXT.(+)/INT,(-). P LAZING PRODUCT BC,D OR E 0 ' ORS LI-111 0.BW2 OR E -1 MULWON SPAN P ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. UCTMISED (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) TYAICAL MULLION ARRANGEMENTS aADIM FLA K 7089?, btg wllt9 Fladde S WIDTH Wt W2 C.aN. 3838 No >} (W) m 8 � ANCHORS 'D' 'E' S 8 TYPE 4°, 5° AND AND APPLICABLE 6° TUBE MULLIONS. TO drawing no. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ANCIOIZS � � ZQ1% M04-04 ALL TUBE MULLIONS. attest 40 8 D118ION WAD CAPACITY - PS? D$8[ON LOAD CAPACITY - P8F WINDOW DIMS. WINDOW DIME. ANCHORS TYPE ANCHORS TYPE WIDTH (tt� MULL SPAN A H C D E 19-1/8° 28-t/1° 30° 37" 42' ae° 94° 89" 88" 72° 74-f/4° tf8.0 9$0.0 180.0 180,0 180.0 85.7 189.0 108.9 180.0 180.0 74.0 137.1 88,2 180.9 180.0 80.0 111.1 78.0 160.D 180,0 829 97.9 88.7 137,a 180.0 48.2 88.7 80.1 +a9.a. 180.0 41.1 78.1 93.4 108.9 133,8 JTA 88.8 48.1 98.2 fa0.2 33.8 82.3 43.7 87.4 108,3 30,8 67.1 a0.1 80.2 t00.a 18-1/8 28-1/2° X. 37° 42° 48" 94° m" 88° 72° ga° 102.8 itS0.0 133.4_ 160.0' 180.0 74A 137.1 58.3 180.0 t80A 86.4 121.1 88.0 199.0 180,0 83A 88.2 88.9 137,9 180.0 48.7 BBS �.7 111.6 180A 40.8 78,7 89.1 108,3 732.8 38.J 8T.3 47.2 84.8 118.1 Sz.7 eo.e aa.a eao 19ea �.7 58.1 38.8 77.3 88.8 2T2 &1.8 98,4 70.9 8&8 19-t/8° a8-1/2• 30" 37" 42° 48" B4" Ii0° 88° 72" 88" 89,7 180.9 118.7 189,0 180.0 84,8 120.4 84.2 160.0 180.0 57.a t98.o �is.a lase 1soo a8.a 889 80.3 120,8 180.0 409 78.7 53.1 +08.J 1329 359 88.3 48,9 85.0 118.3 319 118.9 41.3 82.7 7 t1J.3 2&8 83.0 37.2 74.4 83.0 28A 48.a 33.8 87.8 84.8 239 aaz 3f.p 82A. 77.8 BB°4 109° 709 1479 103.7 189,0 150.0 87.8 108.7 7a.8 149.7 igo.D 50.6 94.2 u,i t3a,s /SO.o 41.2 78.4 83,8 107.2 134.1 38.3 87.3 47.2 94.8 118.1 31.8 6&8 41.J 82.7 tOJ.3 a8.2 82.3 38.7 7J9 81.9 18.4 47.1 33.1 88.1 82.7 91.8 fOJ.I72°87.34) J9.2 29.2 J9.3 27.8 98,1 69.9 D118ION WAD CAPACITY - PS? D$8[ON LOAD CAPACITY - P8F WINDOW DIMS. WINDOW DIME. ANCHORS TYPE ANCHORS TYPE WIDTH (tt� MULL SPAN A H C D E 19-1/8° 28-t/1° 30° 37" 42' ae° 94° 89" 88" 72° 74-f/4° tf8.0 9$0.0 180.0 180,0 180.0 85.7 189.0 108.9 180.0 180.0 74.0 137.1 88,2 180.9 180.0 80.0 111.1 78.0 160.D 180,0 829 97.9 88.7 137,a 180.0 48.2 88.7 80.1 +a9.a. 180.0 41.1 78.1 93.4 108.9 133,8 JTA 88.8 48.1 98.2 fa0.2 33.8 82.3 43.7 87.4 108,3 30,8 67.1 a0.1 80.2 t00.a 18-1/8 28-1/2° X. 37° 42° 48" 94° m" 88° 72° ga° 102.8 itS0.0 133.4_ 160.0' 180.0 74A 137.1 58.3 180.0 t80A 86.4 121.1 88.0 199.0 180,0 83A 88.2 88.9 137,9 180.0 48.7 BBS �.7 111.6 180A 40.8 78,7 89.1 108,3 732.8 38.J 8T.3 47.2 84.8 118.1 Sz.7 eo.e aa.a eao 19ea �.7 58.1 38.8 77.3 88.8 2T2 &1.8 98,4 70.9 8&8 19-t/8° a8-1/2• 30" 37" 42° 48" B4" Ii0° 88° 72" 88" 89,7 180.9 118.7 189,0 180.0 84,8 120.4 84.2 160.0 180.0 57.a t98.o �is.a lase 1soo a8.a 889 80.3 120,8 180.0 409 78.7 53.1 +08.J 1329 359 88.3 48,9 85.0 118.3 319 118.9 41.3 82.7 7 t1J.3 2&8 83.0 37.2 74.4 83.0 28A 48.a 33.8 87.8 84.8 239 aaz 3f.p 82A. 77.8 79-1/8° 28-9/2" 59" 97° a2" 48" 9R° 80" 88" 72" 109° 709 1479 103.7 189,0 150.0 87.8 108.7 7a.8 149.7 igo.D 50.6 94.2 u,i t3a,s /SO.o 41.2 78.4 83,8 107.2 134.1 38.3 87.3 47.2 94.8 118.1 31.8 6&8 41.J 82.7 tOJ.3 a8.2 82.3 38.7 7J9 81.9 18.4 47.1 33.1 88.1 82.7 23.1 42.8 30.1 80,1 J9.2 29.2 J9.3 27.8 98,1 69.9 D$8[ON LOAD CAPACITY - P8F WINDOW DIME. ANCHORS TYPE WIDTH A81LL SPAN A D C D E 19-+/8° 18-t/2" 30" 37" 42" 48' 84° �" 88" 72° 120° 71,8 133,0 93.4 180.0 180.0 _ _ 81,8 9&0 87.4 134.8 150.0 48,8 84.8 89.8 718.0 14&8 37.1 88.8 48.3 98.8 ta0.8 31,7 80,8 429 88.0 168.3 28.8 83A 37.1 74.4 93.0 28.4 47.1 33.1 88.1 82.7 22,9 a2,a 18,8 69,8 74.4 20.8 38.6 27.1 84,1 87,8 38.3 14,8 49.8 82,0 19-1/8° a8 -t/2° 30° 37" 42° 48' sa• so. ea° 7Y iJ2° 88.3 120.9 84,41 180.D 180.0 47.1 87.3 Bt.3 122.8 180.0 41.8 77.1 84.1 108.1 13tkJ 33,7 82,8 43.9 87,7 1�.7 28.7 88.9 38.8 77,3 88.8 28,0 48.2 33.8 87,8 843 23.1 aa9 36.1 90,1 7s.a ao9 38.8 27.1 aa,l azo no a4,9 4aa e1.a 32.1 21.8 48.1 88.4 t9-1/8° 28-1/2° M. 37' 42° 48° 84° 80' Be, 7a' 144` 89A it0.8 77,8 184.0 180.0 4s.2 80.0 69.2 112.3 140.4 38.1 70.7 a9.8 99.a 1za.o 30.9 57.3 40.2 SO.R 100.8 27.2 80.8 35.4 70.9 M.8 23,8 a4,2 31.0 82.0 77.8 21.2 39.3 27.8 88.1 88.9 - 38.3 24.8 49.8 82.0 - 32.1 22.8 48.1 88,4 28.4 20.7 41.3 81.7 1/4" DIA ULTRACONS 1/4" DIA, ULTRACONS CUP (1 ON EACH WINO) PER ANGLE II 11 P e OW SUCK 1 1 .1' SNUD CUP MULL ! ; I I AWM2ANOL�� J X94 SMS ( U 1/4" DIA ULTR CLP (9 ON EACH IDD I� 40 CUP FR INSII 1-9 PON1,141;MG 1/4' DIA ULTRACONS --' `IP (2 ON EACH WEND) ° I BY BUCK 1/4' OW ULTR 4 PER CLIP T4 ON PAM 1/4" M ULTRACON$ BY 'Euro' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. - MSN. EDGE DISI. MM EMBEDMENT WOOD BLOCK 2-1/1 CONCRETE 2-1/2" 1-1/2- 1000 ANCHORS TYPE 'BPitIMUCTIREVOW' to W4W *114 FL ALL CUPS AND ANGLES TO FR SNUC INTO TUBE MULUONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO DE PROTECTED wnH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. drawing no. M04-04 Z��Z sheet $ of � �w 1/4' DIA. ULTRACONS a PER ANGLE 9191^ I I S EMULL) i i 1 L 22X2x1a' ALvm Axmz 1-�24PERC 1/4° D ULTAACONS Z (� 2 2 PER ANGLE a� � LL CLIP DE MALL 1 1 'A X 1 S" '-'/2-PER ANOIZJ/ ; .UI i-i1Tr drawing no. M04-04 Z��Z sheet $ of � (1 • sl 1/4- DA UI TRACONS 2 PER CUP (1 ON EACH WING) 1 1 a• -y CUP INSIDE MULL '14SMS 1-+J/4° O.C. N. 2 PER ANGLE 2 PER CLIP (i ON EACH WINO) 2 X 2 X 1/8° ALUM ANGLE Ed. 4/4- DIA. PL( NfpfAi WING) 1/4' IMA. ULLTR NS PER �E.� .. MIN_ •. p . a� .: • .9 °: . q ' I l a. t •., I• 1QQ� �+ ° �• •� y h I i I� 0 1 1 n 9a L 2%2X18° iR 1 I •- I I ALUM yii t3 --------------, , FLOATING CUP INSIDE MULL 4 PERF AMS LOCATION OF SCREWS CONNEOTNO ANGLES TO TUSES ANCHORS TYPE '0' APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS PRODUCTItttNl9BD � Y„+Svu1W Ota FladdD ALL CLIPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED OIRM%Y TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. ANQUORS TYPE 'C' — 0 s I", 9/4' INA. UURACONS BY 'K26'lk'14 ULTRACONS MAY BE HEX OR FLAT HEAD l�Cada 12 • [p2 1�� SUBSTRATE Ed. - MIN. EDGE DIST. 01N. EMBEDMENT a c. WOOD 1 ° 1-3/B° a mtrot� y E"" ! AHMA FUk PE Ltt"2 BLOCK 2-1/2' 1-1/4' CONCRETE 2-1/2' 1-1/2' ALL CLIPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED OIRM%Y TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. ANQUORS TYPE 'C' — 0 s I", m 6/16° DIA, ULTRACONS 4 PER CUP (2 ON EACH WING) 6/18° GIA. WJRACONS 2 PER ANGLE i I jII �U2 x 1 e" CLIP "WE NULL I I 4 PL 1 NBOUL9E I I LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4 5" AND 6" TUBE MULLIONS 8/16" WA ULTRACONS BY 'ELCO' ULTRAOONS NAY BE HEX OR FLAT HEAD SUBSTRATE Ed. a MIN, EDGE DIST, MIN.E'MBEDNENT CONCRETE 2-1/2" I I-3/4° ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALKAU-RESISTANT COATDNOS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. I h CNppLL PE PROCDUTRUVTSBD FLA. A m. 36 ®oonlptrin6 w►mdroFtaTtd6 Bufldiu8Ca8o -0 p� 4� A.caegl0ato /�o� // 061011 6 0 a W 2lz� Z drawing no. M04-04 SEE CHART FOR &NTTSTIES #10 FH SMS 2/ SIDE 1/0' THICK ALUM CHANNEL I I LENOTH TO FIT SNUO INTO MULLION I I 1 NOTCHED ALLOW INSTALLATION FTER ASSEMBLY ` ACCESS HOLEI FOR THIS SCR INSTALLED IN DIRECTION TUBE MULLION -- —ANCHOR N0. OF 1 TYPE C 4 TUBE MULLION FH 8M3 tT i 1 10 FH SMS �• PER CLIP 1' O.C, MIN. t � 1-3/4'x 2° x 1/S° (FOR 2BY TUBE)/ 8/4' x 2° K 1/B° FOR X.Gy TUBE _ CUT TO FR SNUG INSIDE TUBE ANCHORS DETAIL #I METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. MIN. EOCE DIST. MIN CL TO OL ALUMINUM B/B' 1/2' i �a �� 982 BD .� Aun ��a� �s.37 /2014 %8 iml M04-04 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-200783 Scheduled Inspection Date: October 09, 2013 Inspector: Rodriguez, Jorge Owner: GARCIA, JOHN Job Address: 169 NW 104 Street Miami Shores, FL Project: <NONE> Contractor: LATERAL CONSTRUCTION INC Building Department Comments Permit Number: RC -10-12-1973 Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition/Alteration Phone Number Parcel Number 1121360131370 Phone: (786)281-3077 INTERIOR RENOVATION OF RESIDENCE. KITCHEN Infractio Passed Comments BATHROOMS AND WINDOWS I INSPECTOR COMMENTS False Inspector Comments Passed t�� CREATED AS REINSPECTION FOR INSP-180313. Shower glass missing stamp Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 08, 2013 For Inspections please call: (305)762-4949 Page 19 of 24 Miami Shores Village Building Department 40050 N.E.2nd Avenue, Nami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING'' PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING ria' FBC 20 Permit No. Master Permit No.—", 1 ROOFING City. Miami Shores County: _ Miami Dade —zip: Folio/Parcel#: Is the Building Historfedy Designated: Yes NO Flood Zone: OWNER: Name (Fee City: ✓j4( state: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: leza C�IS72L ' a� Phone#: Address: 4? City: 119L rit" Oj L State: Qualifier Name: Phone#. State CertificationorRegistration #. ' 8 �1 Certificate of Competency #: Contact Phone#: Email Address: - DESIGNER: Arclutect/Engineer. Monet IM -+ Value of Work for this Permit: $ fk) —Square/Linear Footage of Work: Type of Work: OAddition OAlteration ONew ORepair/Replace Description of Work: _ (�&FV Nj�- _ (L . Color thru dk: a 19 EMO Submittal Fee $ Permit Fee $ 05 •� CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Tmining/Education Fee $ Technology Fee $ Double Fee $ Structural Review $, 4.03 TOTAL FEE NOW DUE $ I I S .55— BUILDING 55 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip stateP Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YO NOTICE OF COMMENCEMENT." Notice to Applicant: IJ a c ition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good fait that a opy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is s ject to trachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspec n whi h occurs seven (7) days after the building permit is is d. In the absence of such posted notice, the inspection will not ved and a reinspection fee will be charged. / I i .. The fore oing iinnstrument was acQr d before me this day of l , 20.._, by ( v ��i ►� who is personally known to me or who has produced �:—j '' 0 As identification and who did take an oath. NOTARY PifBLIQ °°�°°°°\►►►►ill SI'S'///��is Sign: Print: My Commission Expires: 7=: eoFUILIC CP , mmissi ••. EE11.tnx� � (Revised 3=2012)(Revised 07/10/07)(Revised 06110I20M)(Revind 3n sto9) The foregoing instrument w acknowledged before me this day of L 20 ) by who is personally known to me or who has<produced__ as identification and who did take an oath. NOTARY PUBLIC: . Zoning Clerk MILAN DEPARTNVa OF !Ry AjqD)gC0p(0MC RgSOURCES BOARD AND COM, . ► ! r rlt ODMSWN -NOTICE OF 1 7190 ndway Nbrnh]M3310 JUL ,t. 2013 MIAMI DADS COUNTY CiP CONTROL RIS; nCW YT)315M-121590 05 SW 26 Stu, Room 208 ami, Nod& 33175 2474 IT F(790315-2599 SCOFF: C�� This NOA is ming issued under dm le rales atd regulations governing rim rise of construction materials. The documentation submitted has been reviewed and accepted by Aliami-Dade County UR -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A" - This MOA shall not be valid after the expiration date sued below. The Miami County Product Control Section (In Miami Dade County) andlor the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposc& 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 fads to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Budding Code, DESCRIPTION: Series "Condoor Impaer 8`0" Outswing OpaQne Wood French Door w/ we Sidel€tes - i..41. APPROVAL DOCUMW-- : Dra NO W10-1.1, titled'Series Out -Swing wood Patio Door(L.M.Lr, sheets 1 through 8 of 8, dated 03/11/09 with revision "B" dated 05/03/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E,, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Accepaance number and the cmphation date by theMiami-Dade County Product Control Section. AfiSSILE IN.IPA.CT RATING: Large and Small Missile Impact Resistant LABELl01TG: Each unit shall bear a permanent label with the manufacture's name or logo, city, slate and the following statement"Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered atter a renewal application has been filed and there has been no change in the applicable building code negatively dfiwbng the performance of this fit. TERKMATION of this NOA will occur afkar the expiration date: or ifthere 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 saw advertising or any other purposes shall automatically terminate this NOA. Fail= to comply with any section of this NOA shall be cause for termination and removal of NOA. AD TISE NT: The NOA number prcceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. Many portion of the NOA is displayed, then it shall be done in its enfirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the mamdktturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA: # 104M.03 and consists of this page 1, evidence submitted pages E-1 and E-2 as well as approval document mentioned above. The submitted douumentation was reviewed by Helmy A. Maker, P.E., AL& ®' NOA No. 12-0514.22 Expiration Date: 08/2MY2015 Aft/ vleb g C YA o7 /af "/Z®J 2 Approval Date: 07!05!2012 �- -,-. r,�✓(c.� Page 1 dA''m r T F.PIQ e.Iuc. 1. EVIDENCE SUBMI"M UNDER PREVIOUS APPROVAL #10-0503.03 A. DRAWINGS 1. Marutfactwer �r the drawings and secdow. Z Drawing No #7041, dded "Serfa OW -Swing Wood Patio Door (L, U L) - sheets I Mrough 8 ofg, dated 03111109 wUh reybdon -A - dated 06130110, prepared'by Al- �.TEM 1. Test reports on: 1) Air Infiltration Test per FBC, TAS 202-94 2) Uniform Static Air Pressure Tway Loading per FBC TAS 202-94 3) user Rei ktance Test; per FBC, TAS 202-94 4) Lange Afigstle Impact Test per FBC, TAS 201-94 S) Cyclic Wind Pressure Loading per FBC, TAS 203--94 6) Forced Eafty Test, per FBC 24113.2.1, TAS 202-94 along with fed -asp drawings and IMWWWon diagrarn of OS French door, prepared by Hurricane Engineering a rd Testing, Ina, Test Reports No's HETI 2501, -084119A, HUT! -0&-2119B and L484172, darted November 23, 2009 revised dated Aly IS, 2010, all signed and sealed by Candido F. Forst, A R C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2007, prepared by Al-Farrooq Corporatlion dated 12114/09, signed and sealed byJavad M=4 P. K CofirUas wikk ASTIrd E13 t D. .s ,pliance Offlee (BCCj F. r ,`; 1. Statement letter ofnofinancid interest z Laboratory cajW1,zowe letterfor Test Rgpora No.'s RE7 �-�2501, HEN -08-2119A, and _ Inc., dated November 23, 2009 revised dated Ady 15, 2010, all signed andfealed by Candido F. Fon4 P. K Behuy A. Malar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-0514.22 Expiration Date: 0812912015 Approval Date: 07/05/2012 E-1 U -G. M%Wmue. Inc. � � � 1N ► y 1: ,il YfY:� 2. NEW .EVIDENCE SUMMED A. DRAWINGS L DrawingNo. W10-11, titled "SerSes Out -Swing Wood Patio Door (.LM L) -it sheets 1 through 8 of 8, dated 03111109 with revision "B" dated 05103112, prepared byAl- Farooq Corporatio& signed and sealed by Javad Ahmad, P. E B. TESTS 1. None. C. CALCULATIONS L Anchor calculations complying with FBe 2010, prep4red by Al-Faroog Corporation, dated 05108112, signed and sealed by Javad Ahmaat F. E D. QUALITY ASSURANCE L By Mamk-Dade County Department of Regulatory and Economic Resources F. STATEMENTS 1. ,Statement letter of o fanan+cial interest, conformance and compliance with the FBG - 2010, dated April 25, 2012, signed and sealed by Javad Ahmad, P. K Hely A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No 12-014.22 Expiration Date: 08/2SMS Approval Bate: 07IM012 E-1 SURFACE BOLT LENGTHS 96" LEAF HT. = 42" LONG 84" LEAF HT. = 30" LONG 80" LEAF HT. - 26" LONG F] n rn OUT --SWING WOOD PATIO DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN. IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 4 6" MAX. HEAD/SILL 5" MAX. 24" MAX, 22 1/8" HEAD/SILL D.L.O. D.L. OPG. CORNERS P Li io A i } } y 1 '\, `, '\ ! ` t 5 '� `� \• it ACTIVEI / INACTIVE -4 ---- T—T I I I I I I I I I I I I 1 .1 V 36" MAX. 37 3/4" MAX. 37 3/4" MAX. LEAF WIDTH LEAF WIDTH SIDELITE WIDTH 150 1/2" MAX. 01 FRAME WIDTH IXPICAL E6LEViATIONS 12 Mi., ami Shores Village APPROV"Ell I BY ZONING DE BLDG DEPT DATE SUBJECT ±'O CCP,IPLI�I`ICE VVT-rH ALL FEDERAL 4NO C( -IN -(,qt,LS APJn REG THESE DOORS/SIDELITES ARE RATED FOR LARGE • & SMALL SIMLL SIM SIL�"IIvTPXCP: SHUTTERS ARE NOT REQUIRED. THE APPROVED PRODUCTS NOTED HEREIN ARE EXEMPT FROM PRESERVATIVE TREATMENT PER 2326.2.1 OF THE FLORIDA BUILDING CODE WHICH EXEMPTS WOOD SPECIES LISTED AS `DURABLE'. THE SPECIFIC PRODUCT'S HEREIN ARE EXEMPTED WOOD SPECIES BASED ON USDA LISTING AND MUST HAVE A SPECIFIC GRAVITY EQUAL TO OR HIGHER THAN THE REFERENCED SPECIES, F'!A. PE 7059: CAN. 338 M 012 PRODUCT RBViSM as complying with *0 FioWa Building Coda Acceptance No Z•. D . ZZ. uvi foil Date 1D of " D tWol SOLID WOOD INSERTS LARGE MISSILE IMPACT )To s �0 drawing no. W10-11 sheet SINGLE LEAF (X) OR DOUBLE LEAF (XX) DOORS DESIGN LOAD CAPACITY - PSF LEAF WIDTH FT./IN. LEAF HEIGHT FT./IN. 1-11/16" THK. WOOD PANEL EXT. (+) INT. (—) 2/0 2/6 3/0 6/0 60.0 60.0 60.0 60.0 60.0 60.0 I rAF x IFAF IFAF �WIbTH xx DECORATIVE MOLDING OPTIONAL STATIONARY PANEL (0) OR DOORS WITH SIDELITES R TW — PSF WIDTH (W) FT./IN. LEAF HEIGHT FT./IN. 1-11/16" THK. WOOD PANEL EXT. (+) INT. (—) 2/0 2/6 3/0 8/0 60.0 60.0 60.0 60.0 60.0 60.0 xx DECORATIVE MOLDING OPTIONAL STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY — PSF WIDTH (W) FT./IN. LEAF HEIGHT FT./IN. 1-11/16" THK. WOOD PANEL EXT. (+) INT. (—) 2/0 2/6 3/0 8/0 60.0 60.0 60.0 60.0 60.0 60.0 1-11/16" THK. INSERT SOLID WOOD OR LAMINATED WOOD 6D X 1-3/4" LONG BRAD NAILS r1" FROM ENDS l & 3" O.C. MAX. GLAZING DETAIL W12 W1 W1 W1 un W9 W1 WIDTH (W) = W1 + W2 (FOR DOORS WITH SIDELITES) 2 PRODucrnviSEb as Huf o 0 ash the PkWds Acceptance No - 61 2 Z Ex »D o �Jr 13 Miami Dads ct Centra! [(aE i O zat 0 / �W IIL 00 �v W v 0 pa> 8 0 I O O _z d W � Lc d a"'� O W3 2s`{I9 1 Z .+� fY 0 O LL II— a 0) o LI. i 2 Engr: JAVAD AHMAD 9 @ CIVIL " CPN. W2 o M drawing no. W10--1 1 sheet 2 of 8 . BOLT SUPPORT AT HEAD/SILL ALUM STRAP BRACKET FASTENED WITH (2) #8 X 1-1 /4" SMS e N 0, 101 ALUM STRIKE PLATE EMBEDED IN WOOD a4a °.a-. I ••• FOR SURFACE 8101 SEE SHEETI 1 ►� Q TYPICAL, ANCHORS SEE ELEV. FOR SPACING DOOR UNITS 120I_YURETHAN17 ANCHORS TYPICAL ANCHORS GLUE SIDELITE UNITS TYPICAL ANCHOR SEE ELEV. X 2" FH SMS 3-1/2" FROM ENDS D 15" O.C. MAX. X 2" FH SMS 3-1/20 FROM ENDS D 15" O.C. MAX. IORS IR gPAC.INC g �N METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA , TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY F.P.G. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1,/4" DIA. TAPCON BY'ITW' (FU=120 KSI, Fym92 KSQ I/4" DIA. ULTRACON BY 'ELGQ: (Fu -177 KSI, F"155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD THRU iBY 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 SCREWS (GRADE 2 CRS) INTO MIAMI -RADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') 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) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE 3/4" MIN. CONCRETE AT HEAD, SILL. OR JAMBS f'c = 3000 PSI MIN. C-90 HOI I CmiFILLED BLOpC AT JAMBS f'm = 2000 PSI MIN En f..JAjlAO� AH CML aJ►N X3538 IPRODUCTmvism as cmplyfng with the F101116 ' building Coda Acceptance No — o . ZZ Lj u -b a 8* Ion Date o ��r drawing no. By W"Dad ro W10-1 1 sheet 4 of 8 1l) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. TYPICAL ANCHORS SEE ELEV.- FIOR SPACING A. tBY WOOD BUCK ��. . , 1/4" MAX. IN I, 5 1/2" MIN. 9 ACTIVE LEAP 5 1/2" MIN. LEAF WIDTH 6D X 1-3/4" LONG BRAD NAILS AT 12" O.C. MM. 0 #8X2" FH 8X2- FH WOOD SCREWS IN PAIRS (10) AT EACH END AT 3/8- FROM ENDS AND 2" O.C. MAX. I I INACTIVE LEAF #8X2" FH WOOD SCREWS AT 15-3/4- FROM ENDS INSET ItADTI AND 8" O.C. MAX. EXTERIOR EXTERIOR LEAF WIDTH . CIVIL - FLtIN70592 538 MAY OV PRODUCT REVISED as complying whb the Flodds Oullft Code Acceptance No lk* sv1wIwnDateaR/-z5-/z9 I 'i; z 2 iow Q. 0 IgIL o og 0 a g0 0 4 IN 0 Oz— w 0 0 0 C-4 Z 0 CY) 0 Li drawing no. W10--11 sheet 5 of 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING 08 X 2- FH SMS AT 5-3/4" FROM ENDS A;40 14-1/4u O.C. MAX. 2BY WOOD BUCK 1/4" MAX. 1/4" X 2-1/4" ITW TAPCONS AT 3" FROM ENDS AND 120 O.C. MAX. 3-1/2" X 1/8' O ALUM PLATE FULL LENGTH #8 X 3/4- FH SMS IN PAIRS /-AT 10 FROM ENDS & 10-1/2p O.C. SILICONE DOW CORNING 795 8 0 PRODUMMISED asimmplylpSw0ithe Florida Building Code AcMUMN01% REL4-2 Um JL*mf0x-lWLmV4 %IVXIWV- 118110. En9r. JAVAD AMMAD g CIVIII. FtAl PE10 C.A.N. JU�92 ul c drawing no. W10-11 (sheet 6�&8 V - POLYURETHANE EXTERIOR GLUE 5 1/2- MIN. 5 1/2u MIN. 5 1/2* MIN. LEAF WIDTH LEAF WIDTH FRAME WIDTH SILICONE DOW CORNING 795 8 0 PRODUMMISED asimmplylpSw0ithe Florida Building Code AcMUMN01% REL4-2 Um JL*mf0x-lWLmV4 %IVXIWV- 118110. En9r. JAVAD AMMAD g CIVIII. FtAl PE10 C.A.N. JU�92 ul c drawing no. W10-11 (sheet 6�&8 ' . 5.250� f�-----3.925 • .650 y ` 1.250 1.750 1 —.492 3.140 5.500 1-7 L'J FRAME HEAD/JAMB 1Z INTERMEDIATE STILE 3 v TOP & BOTTOM RAIL HINGE & LOCK STILE/SIDELITE STILE 1.750 .492 O ALTERNATE TOP & BOTTOM RAIL HINGE & LOCK STILE/SIDELITE STILE ,200 SILL 0M 6063-T5 1.693 0 GLAZING BEAD O ASTRAGAL 1.309 1.509 o ASTRAGAL INT. COVER .276 r1000 L 10 ASTRAGAL EXT. COVER F4 -1.600 -moi OSILL FILLER WOOD 4.000 ITEM # PART If REQD. DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS 1 -- 3/ DOOR FRAME HEAD/JAMB WOOD 2 - AS REQD. TOP & BOTTOM RAIL/HINGE & LOCK STILE/SIDEUTE STILE WOOD - 3 - AS REOD. ALTERNATE TOP & BOTTOM RAJL/HINGE & LOCK STILE/SIDELITE STILE WOOD - 4 - 1 SILL COVER ALUMINUM 5 - 1 SILL FILLER WOOD 6 - 1 FRAME SILL WOOD - 7 - AS REOD. GLAZING BEAD WOOD - 8 - 1 ASTRAGAL PLYWOOD AB MARINE GRADE 13 PLY 9 - 1 ASTRAGAL INTERIOR COVER WOOD 10 -- - ASTRAGAL EXTERIOR COVER WOOD - 12 - AS REQD. INTERMEDIATE STILE WOOD - 13 S44 4/ LEAF HINGE STEEL OR ST/ST DELTANA 14 15 #10 X 3- QE80650 3/ CORNER I AS REQD. I FRAME ASSEMBLY SCREWS FLAT HEAD FRAME WEATHERSTRIPPING Q-LON - - PVC SCHLEGEL a�' 3 W O I! o IM 13 HK .13" THK.. STEEL HINGE WIMUMION SCREWS TO PANEL. (4) 012 X 1-1/4- FH SMS TO FRAME. (2) #12 X 3/4- FH SMS IN INNER HOLES (2) 1/4' X 2-1/4- FH TAPCON IN OUTER HOLES 1.600 .a5 .295j— FRAME 295j—FRAME SILL L�1 WOOD WOOD OPTIONS I— SOUTHERN CHERRY 2— ANDEAN WALNUT 3— TROPICAL WALNUT 4— WHITE OAK 5-- YESQUERO SPECIFIC GRAVITY = 0.50 MIN. (E=1,400,000) GRADE = 2 MIN. MOISTURE CONTENT = 12% MAX. SEALANT: FRAME & PANEL CORNERS SEALED WITH DUROLOK CM902 SEALANT. FRAME AND PANEL CLADDING GLUED WITH TECHNOBOND L560S. HINGES: 4" X 4" X .130" THK. HINGE 4 PER LEAF AT 9-3/4" FROM EACH END I v 1 O Cq 0Z z O © W<MC) 3 03: < b Z b (0 N U HINGES: 4" X 4" X .130" THK. HINGE 4 PER LEAF AT 9-3/4" FROM EACH END I a " h g AND 25-1/2- O.C. MAX. O LOCKS: CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK STILE KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR g PASSAGE LOCK AT 36" FROM BOTTOM, C DEAD BOLT AT 42" FROM BOTTOM 0 OPTION 1 = EMTEK CORTINA KEYED ENTRY DOOR LEVERSET cC 15 OPTION 2 = KWIKSET POLO KEYED ENTRY DOOR KNOBSET OPTION 3 = BALDWIN KEYED ENTRY DOOR LEVERSET MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TOP AND BOTTOM OF ACTIVE LEAF. (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) .0 c g L m MANUALLY OPERATED CONCEALED FLUSH BOLTS 283D BY HAGER OR FPG WITH 5/8" THROW AT TOP & BOTTOM OF. INACTIVE LEAF. En9r. JAYAO MAO t:nnl. !'i2ODUCT1tBViSBD .L o FI A. Pe . 7o692s as emptying with the Plod& d CAN. 638 $aiidiag Code Acceptance NoMCD, Eag1i Ion Dato BY if • wt rowing no. / • W10-1 1 2012 / 14 5" X 5/$" WOOD DOWEL. 5" X 5/8" WOOD DOWEL. PRODUCT REVISED as complying ori 9m morlda BaUdingCode `051 .22 AcapMm No ow ieatim Data o 015 11.1 l' 13 � 1��,� I I►�s.•1►y 5° X 5/8" WOOD DOWEL cw FLA. RE t 70E92 CAN. we . fY N O o U 1 Z O L J O 4jdM� 3 O� a 0 = O ct°•r c3" L 02 �- 5 a 0 Lan20 W 2 drawing no. Woo -11 sheet 8 of $ ML�0 DE MMI-DADE COUNTY PRODUCT CONTROL, SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY - nm Sw 26 sh=4 Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mi-mme-wv/bera/ Nu-Vue Industries, Inc. 1053 E. 29 Street Hialeah, Florida 3301.3 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA-Product Control Section to be used in Miami Dade County and other areas when 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 Nesting and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Nviii, NVTP/$ NvSo and NvHc Wood Connectors APPROVAL DOCUMENT: Drawing No. NU -3, titled ` NVJH Joist Supports, NVTP & NVTPH Plate Anchors, NVSO 236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip", sheets 1 through 3 of 3, dated (}7/10/2003, with last revision 4 dated 01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNXINATION 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: Thu 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 far inspection at the job site at the request of the Building Official. This NOA revises NOA # 080828.02 and consists of this page 1 and evidence pages E-1 and 1i2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA Nm 12-0130.34 CCOJNWM Expiration Date: January 1, 2014 Approval Date: June 14, 2012 flof 1041 Page I —Vge Industries. Inc. NOTICE OF ACCEPTANCE: . EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 05-0516.01" 1. Dra`iving No. NU -3, titled "NVJH Joist Supports, NVTP & NVTPH Plate Anchors, NVSO 236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip", sheets 1 through 3 of 3, dated 07/10/2003, with last revision 4 dated 01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS "Submitted under NOA # 03-0730.03" Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Retort No. Wood Connector Direction Date 1. PT # 034303 NVTP4 Upward 04/21/03 2. PT # 034343 NVTP4H Upward 05/05/03 3. PT # 03-4344 NVTP4 Upward 05/01/03 4. PT # 034345 NVTP4H Upward 05/02/03 5. PT # 03-4349 NVS0236 Up & Down -05/19/03 6. PT # 03-4357 NVS0236 Up & Down 05/20/03 7. PT # 03-4358 NVJH24 Up & Down 05/30/03 8. PT # 03-4385 NVJH26 Up & Down 05/30/03 9. PT # 03-4386 NVS0236 Up & Down 05/13/03 10. PT # 03.4387 NVJH28 Up & Down 05/30/03 C. CALCULATIONS "SutbmbW under NOA # 05-0516.01" 1. Report of Design Capacities, dated 07/13/2005, sheets 1 through 5 of 5, prepared, signed and sealed by Vipin N. Tolat, P.E. "Subndod under NDA # 03-0730.03" 2. Report of Design Capacities, dated 07/22/2003, sheets 1 through 13 of 13, prepared, signed and sealed by Vipin N. Tolat, P.E. 064l za Z Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0130.34 Expiration Date: January 1, 2014 Approval Date: June 14, 2012 E-1 Nu-Vue Industrie-. Iuc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITMI) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT 1. Drawing No. NU -3 statement of code conformance to 2010 FBC, dated 01125/2012, issued, signed and scaled by Vipin N. Tolat, P.E. "Submitted underNVOA # Ot 28.#.2" . 2. Statement letter of code conformance, no financial interest and no change of product, dated 08/2112008, issued, signed and sealed by Vipin N. Tolat, P.E. 0600011 - Carlos X Utrera, P.E. Product Control Examiner NOA No. 12-0130.34 Expiration Date: January 1, 2014 Approval Date: June 14, 2412 E 2 TABLE 1 ' JOIST SUPPORTS ' 18 G NVJH QST SUPPORTS Agoweble Leads N») Produot Joist Fosterers teoaa tone, . codeSize. W H , Header e Header size a er to • H mate coueL Haadat • s• $ aouwx Nmdax ' 4 1 % 3i 3 + 2x6 ' 2-2 + 2 r (1-106 6-106 x Ir 4-16d Y Or 744-744--'• ' NVJH26 1$b 5' 31 24 a 2x6 ' 2dag • it)-1od toe s 1od . > 1240 M40 a2} NtSkM 1% 6% 3' 2x6 2x10' 2-2x8 2-240 1 24 200 + 14-10d 14-te6 x w6 x IVt7$G (77 a79 ' 202 2-2x12 2412 3�� Doubfe ►is"d6t O i H • o HVJH 26 as shown ' Hym 24 & 28 dat9ar but with . es dHtennt notes. ' General Notes: 1. Steal si ll conform to ASTM A653, structural grade 33 (Min. yield 33 ksi) and a minimum galvanized coating of G 60 per ASTM A625. + 2. Albwable loads are based on rational Desing specifications (NDS} for wood construct1On,,4.*oSE oU.oa»ek Plewtds 95wtcY:vy -'& Design loads are for'Southern Pine species with a specific gravity of 0.55. ' Allowable loads for other species shailbe adjusted accordingly. 4. Nail values dre based on NDS table J%Z,._Q-0.55 and have been reduced for PenettnatlQn Depth facto.,. 5. Allowable loads -for wind uplift and lateral loads have already been ' increased by a duration factor of 6o % for anchor nail. No• hm ease is ' allowed for'steel stress: 6. Allowable load,% for more than a single cpnnuion cannot be added ' together. A design load which be divided into components hi the direction given must ba evaluated as follows: Actual Un>lft' •+ .� crani Allowable Upli£f Allowable L Allowable. m 7. Allowable loads are base on I %" thick wood members unless otherwise + , noted. 0, S. All tests have* been conducted in accordance with ASTM D-71761. 15123 LANT4M CWK LAMHOUSTON. TZ TM ' ^ 1083-I059$a�a9Sreet i i1We4 aftilb 3M CM 891-0397 PAZ 00 699 -OM DWG Mutf.. Date,,.... 13evlr tU w101� •' NU i ars ;` : t?)12(iL43;. 3 anxiq ous TABLE 2 - TOP PLATE ANCHORS ' NVTP & NVTPH - Sim, Product Code Gouge Dimensions (in) . A e . 20/404 NVIP4 20 • 8" 208/68, NVW6 20 • fir . I8+ 2x9/4xp.l NVTM 1 20- 1217 2x4/43*1 WW4H 18. g• , 20/4xil, WAM . 18. fir I$• 2x8/4 NWeH 11 18 • , 8" Product code ' Total number of fasteners 10d x 1 Jr Y8►d 154 4-1.65! ' Max. Uplift Capacity (tbs) 8 - 1 8 10 12 NM 4,8.8 ' $ 2Q • 1087 1348 18x5 NVIP 4H,wa! ewl t2-7, t476 (74.8 Notes: ' 1. See General Notes, Sheet 1. ' 2. One half of all specified fasteners shall be used on each side of the stud to achieve tabulated values. - TABLE 3 NVSO 236. 16 GAUGE. HEAVY-DUTY FACE MOUNT JOIST HANGER - 401st Size V11w N, 7U • Fasteners Agowable loads (Lbs.) Header Size , , Header . Joist Bwry UPNft 2x" 2-2x8 2—gado' 2-2x12., 14-10d s -10d ' 1796, 1108 14-11ed 8-10d 187¢ •. 1279 . 8-184 , 8;00. 1217 Notes: 1. See, General Notes, Sheet 1. � @�.T HOLES 1/2" NAIL HOLE 3/18+ DW i %cM=wvwD V11w N, 7U %ftftNQia. FL=#1 roo ltil� I.A1Pl7 H0IJSTON, 7 as t4* --W in. u®v6 e m w..Tno• MW & WINIMATBMMM DTVWMMrsMMM DWG0&xV bM.IV 9U4 •ete: > 0Po8 9of8 apt% ms � TABLE 4 18 Gauge NVHC 43 & NVHC 43/2 HURRICANE CLIP. Notes: -For Uplift, use two' cape, one on each ' side to comigy with section 2321.7 of ' 1. See General Nates, Sheet 1. the FBC 2oto / e M 3• / e" 2Ys" a e NVHC 43/2 NVHC 43 , =NM tofu" in MokrAdft sw�ukw moo! FASTENERS ESIGN LOAOS(I,QS) PRODUCT DESCRiP110N litADER JOIST . UFgn . Lt ' L2 CODE NVHC 43 ' Hurry -8 Clip - wwa ' 9-10d • ' 9-10d, /8$7,x. 407 368 < NVHC 4,3/2' Hur4-0 CSP - Mod ' 10--10d' T(;:10& 917 1 5471 .432 Notes: -For Uplift, use two' cape, one on each ' side to comigy with section 2321.7 of ' 1. See General Nates, Sheet 1. the FBC 2oto / e M 3• / e" 2Ys" a e NVHC 43/2 NVHC 43 , =NM tofu" in MokrAdft sw�ukw moo! =44 A- IN N."UT, PE (CrVIL) 4 REG. 0 12847 <-• 28 LARMCRM LANE a rW ohm" ism -TX 7086 .•`Q�N 1 Y.3, j•• ♦ T Nu -Nue ue fndusbies raa E • Z 20&8-1089 Bad E9 area New%Plwku 83019 F=00694 -0m l F . •'•i� & 49(+ag HUMCAMCLlP- -A OR:�'P6�.•��', DVMN7HC43 •I•t��f,1111114�?',, ' NU -3 3 0f 3 AM i0. !.cos V 4/V Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by JOHN GARCIA to perform special inspector services under the Florida Building Code at the 169 N.W. 104 th.St. Miami,Shore. FL.33150 project on the below listed structures as of Feb. 01,2013 (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) e SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) RIO' SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1(R4404.4.3.1) SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) SPECIAL INSPECTOR FOR N ' the rked boxes apply. oll g in dual(s) employed by this firm or me are authorized representatives to perform inspection 1.gain 2. 4. * I " ` ors zing authorized representatives shall insure the authorized representative is qualified by education or i t erform duties assigned by the Special Inspector. The qualifications shall include licensure as a professional eng er or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial a ance with the approved plans. e� and S ale Engineer/Architect Name ROGER CHAVARRIA. P.E. 02-01-2013 2-1-13 Created on 6/10/2009 (PRI)M Address 175 FONTAINEBLEAU BLVD. STE.2G-5. MIAIVIVI- 33172 Phone No. 305-229-3874 A Rafael Padilla. Consulting Structural Engineer. Miami, FL.33172 Ph :305-229-3874 Email: restructure@aol.com Beam I.D.: B-1 Qi2012 Project : JOHN GARCIA S RESIDENCE ¢O Address: 169 NW.104 th. St. Miami, F 3150 Job : FI.33131' Design by: Rafael Padilla Page . 1 of 3 0 Date : 11/17/2012 DESIGN OF A SIMPLE SPAN AND SUPPORTED RECTANGULAR CONCRETE BEAM (Based on A.C.1.318-08 ) 1- Input Datas Concrete Strength Pc = 3 ksi Rebar Strength Main Fy = 60ksi Stirrups Fy = 40 Ksi Span L = 10 ft Section Dimention : b = Un h = 12 in d = 9.5 in d' = 2.5 in Self Weight; Wsw = 0.099 Kip /ft Service Load : Wd = 0.2 Kip /ft WI = 0.3 Kip /ft Factored Load; Wu= 1.2 Wd + 1.6 WI 0.839 k/ft. Maximum factored Flexural Moment: M„ = Wu x LZ/ 8 Page 1 of 3 11 h 4 As' = 0.4 4 As = 0.4 48" As = 0.22 IM Page 2of 3 2.0- Analysis : 2.1 Check Flexural Capacity a = As Fy = 1.18 in 0.85 F'c b Design Moment Strength: OMn = 0 [As Fy (d- 0.5 a) ] OMn = 16.04 ft -kips Beam is OK 2.2 Check Shear Capacity for flexural load : Factored shear forces; V. = 4.20 Kips Factored shear forces @ distance d from support; V„ = 3.53 Kips Shear Stength provided by the concrete : OVc = 0 2 �F'c bd = 6.24 Kips 0 =0.75 Spacing for vertical U stirrups required b: S(req'd) _ 0 A„ Fy d / V„ - OVc = -23.12 in Maximun Permissible spacing of stirrups : I -23.12 in S(max) <_ d/2 = 4.75 in 5 A„ Fy = 26.78 in 0.75 VF'c b <_ A„ Fy = 22 in 50 b 2.3 Check Deflection : Minimum Beam height, for members not supporting or attached to partition or other partition likely to be damage by large deflection. h(min.) = L(span) = 7.50 in Beam Hgt is OK 16 Moments: Md = Wd xL2 /8 = 3Ft-Kips MI = WL x LZ / 8 = F3q.75Ft-Kips M(sustained@50%) = Md +0.5( Md+MI ) Ft -Kips Modulus: (Beam self wgt. is incluided) Md+MI = 7.49 Ft -Kips Modulus of rupture: fr 5 Pc = 410.79 psi Modulud of elasticity :Ec Wc^1.5x33/ F'c = 3320561 psi Modular ratio : n = Es = 8.7 psi Ec Gross and craked section moments of inertia le = bh3 / 12 = = 1152in° B = b/ (nAs) _ = 2.290 1in Pag.3 of 3 r = (n-1) As / (nAs) _ = 0.885 kd = [ dB (1+rd'/d) + (1+r)2 - (1+r) ] /B = 2.48 in Icr = bk3d3/3 + nAs (d-kd)2 +(n-1) n As (kd-d' )2 212.83132 in le / Icr = 5.4 Effective moments of Inertia : Mcr=fr le /y 3.59ft-kips Under dead load only: Mcr/Md = 0.96 Id =1e= 1152 Under Sustained load : = (Mcr /Msus )3 = 0.1097 Isus = (Mcr/Msus)' le +[1- (Mcr/Msus)3] Icr <_ le = 315.90 1in' OK Under dead + Live load: (Mcr / Md+I)3 = 0.1096 Id+I = (Mcr/Md+l)3 le +[1- (Mcr/Md+l)3] Icr <_ le = 315.74 in4 OK Initial or short -time deflections : K=1.0 for simple span (A,)d = K (5/48) Md+L2 / Ec (Id) : = 0.018 in Id=1e (AI)sus = K (5/48) Msus+L2 / Ec (Isus) : = 0.128 in (A,)d+l = K (5/48) Md+I+L2 / Ec (Id+l) : = 0.129 in (A,)I = (a,)d+l - (A,)d = 0.111 in I: means live load Allowable Deflections (A,)1 < L /180 = 0.667 in OK Flat roof not supporting and not attached to nonstructural elements likely to be damage by large deflections (Nl <_ L /360 = 0.333 in OK Floor not supporting and not attached to non structural elements likely to be damaged by large deflection Recommendation: Use 8"x12" concrete beam with 2#4 bar at top and bottom and #3 ties @48" ox (this beam was a tie beam before) with a 5/16" x8"continous steel plate at one side PROJECT: Remodeling at :169 N.W.104 th.St. Miami shores. Fl. PAGE: CLIENT: Footing F-1 DESIGN BY: Rafael Padilla JOB NO.: DATE: 19/16/2012 REVIEW BY: rafael Padilla INPUT DATA LONGITUDINAL TRANSVERSE d DESIGN SUMMARY 8.38 b 36 COLUMN WIDTH c, = 4 in FOOTING WIDTH B = 3.00 ft COLUMN DEPTH c.2 = 4 in FOOTING LENGTH L = 3.00 ft BASE PLATE WIDTH b, = 12 in FOOTING THICKNESS T = 12 in BASE PLATE DEPTH b2 = 12 in LONGITUDINAL REINF. 3 # 5 @ 15 in o.c. FOOTING CONCRETE STRENGTH fc, = 3 ksi TRANSVERSE REINF. 3 # 5 @ 15 in o.c. REBAR YIELD STRESS fy = 60 ksi AXIAL DEAD LOAD Poi = 1.3 k r AXIAL LIVE LOAD PLL = 1.4 k LATERAL LOAD (O=WIND, 1=SEISMIC) = 0 Wind,ASD .- - WIND AXIAL LOAD PLAT = 0 k, ASD SURCHARGE qs = 0.11 ksf - --. - SOIL WEIGHT wa = 0.11 kcf FOOTING EMBEDMENT DEPTH Df = 1 ft FOOTING THICKNESS T = 12 in ALLOW SOIL PRESSURE Qa = 2 ksf FOOTING WIDTH B = 3 It FOOTING LENGTH L = 3 ft - BOTTOM REINFORCING # 5 r THE PAD DESIGN IS ADEQUATE. ,LYSIS GN LOADS (IBC SEC.1605.3.2 & ACI 318-08 SEC.9.2.1) 1: DL + LL P = 3 kips 1.2 DL + 1.6 LL Pu = .2: DL+LL+1.3W P = 3 kips 1.2 DL+LL+1.6W Pu = 3: DL + LL + 0.65 W P = 3 kips 0.9 DL+ 1.6 W Pu = 'K SOIL BEARING CAPACITY (ACI 318-08 SECA 5.2.2) CASE 1 CASE 2 CASE 3 q,,A BL +q,+ (0.15 - ws)T = 0.45 ksf, 0.45 ksf, 0.45 ksf q MAx a k Q a, [Satisfactory] where k = 1 for gravity loads, 4/3 for lateral loads. GN FOR FLEXURE (ACI 318-08 SEC.15.4.2, 10.2, 10.3.5, 10.5.4, 7.12.2, 12.2, & 12.5) 0.85f.0 I- I- M4 0.85,6j. Eu r T 4 1 l 0.383hd= ( PAL -LV - E 'u Pvrr = WNI 0.00181 3 P I P= ll` ll/ 1 y 3' 4 kips 3 kips 1 kips n LONGITUDINAL TRANSVERSE d 8.69 8.38 b 36 36 q u,max 0.42 0.42 Mu 0.86 0.86 P 0.000 0.000 pmm 0.000 0.000 As 0.03 0.03 RegD 1 #--..5 - - 1-- # 5 Max. Spacing 18 in o.c. 18 in o.c. USE 3 # 5 @ 15 in o.c. 3 # 5 @ 15 In o.c. Amax 0.015 0.015 Check pPmd < pmax [Satisfactory] [Satisfactory] 4 kips 3 kips 1 kips n (cont'd) CHECK FLEXURE SHEAR (ACI 318-08 SEC.9.3.2.3, 15.5.2, 11.1.3.1, & 11.2) 0re„=2obd f� PUNCHING SHEAR (ACI 318-08 SEC. 15.5.2, 11.11.1.2, 11.11.6, & 13.5.3.2) of',=(2+Y)o.fcAp = 92.70 kips where = 0.75 (ACI 318-08, Section 9.3.2.3 ) RC = ratio of long side to short side of concentrated load bo = c, + cz + bl + b2 + 4d = 66.1 in AP = bo d = 564.1 int y =MIN(2 ,14(1 p, , 40d / bo) = 2.0 f,u= Pu, M&x I— I (&12 b,2c,+d II b22c2+d)]_ 2.9988 kips BL Afrte f4rubr E-ocW4m knS ova Wry+/ -y - 400F Lois OL 110 4.)1-,L 3o VSJF Tri jcjr\r Uj, PO ::- 1' � v, - PL - (1.1 Y - v sr'l- ?m -f-"T),46 Of 1.00 < 0 V n [Satisfactory] 0 ,:b" 1-1 � b45 �K 1�-0 LONGITUDINAL TRANSVERSE VU ._... 0.59 0.75 0.75 Wn 25.7 NOV— Check V<Wn [Satisfactory] [Satisfactory] PUNCHING SHEAR (ACI 318-08 SEC. 15.5.2, 11.11.1.2, 11.11.6, & 13.5.3.2) of',=(2+Y)o.fcAp = 92.70 kips where = 0.75 (ACI 318-08, Section 9.3.2.3 ) RC = ratio of long side to short side of concentrated load bo = c, + cz + bl + b2 + 4d = 66.1 in AP = bo d = 564.1 int y =MIN(2 ,14(1 p, , 40d / bo) = 2.0 f,u= Pu, M&x I— I (&12 b,2c,+d II b22c2+d)]_ 2.9988 kips BL Afrte f4rubr E-ocW4m knS ova Wry+/ -y - 400F Lois OL 110 4.)1-,L 3o VSJF Tri jcjr\r Uj, PO ::- 1' � v, - PL - (1.1 Y - v sr'l- ?m -f-"T),46 Of 1.00 < 0 V n [Satisfactory] 0 ,:b" 1-1 � b45 �K 1�-0 23.00' 33.80' 1 25.00' 20' Asphalt 75.00' Total R/W N. W. 104th STREET 23' Parkway o P.0 =Perot of Curvature FND=Found NC u7 M 11hSIONS'T INC. Land Surveying Services _ OFFICE: 14770 SW 43rd WAY, NBANIl, FL 33186. PHONE: (306) 512.4225 FAX: (305) 612-1914 1 MMY CMM Thi the �teah�'BOi.Ud1ARYl.�&itE.P Mthe (ends etrown Nelsen ie ttue erb emreet rou�etreetetr..ryryl�+ea¢ee�nte.ut� g�rew.eyea�,o-�,m�.�ermy cuptrviala'a ehddiraeisn This survey aoa'pllerrpiih the appilaabla �INmum Teclndsel StemrmdsedoptdbbyytheFlodda�aBomdarPrafewb,mtSuteeysnasd Mnppve n swcteiV Chept U"1 FlmidaAdmW�ire Code, pureumd roCheptw 4M W, Fladda Shhdea DAVID L. FU'I H REGISTERED LAND SURVEYOR # 4843 STATE OF FLORIDA LB # 0006874 la unless 1SHEET 1 OF 1 and Sealed. FOR: JOHN GARCIA JOB Na 120 SKETCH O F B0 U N DARY" SURVEY FIELD DATE: 08-07--20-07-20 12 SCALE. '1140' PROP. ADM 169 N W 104Th STREET MIAMI -SHORES FL 33150 W.P.P. C , —�pgp FND.I.P.1/2" $ 15' ALLEY 9' Asphalt-, i� FND.I.P.1/2 p CERTIFIED; (NO ID) 100.00' NO ID) JOHN GARCIA. - — — — — SUNTRUST MORTGAGE, INC., ITS SUCCESSORS 893 16.00' i AND/OR ASSIGNS. _x moo' ��,� GUARANTY TRUST & TITLE, INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY. 0. .4C0' i®yd CL- Q, I Y O I LEGAL DESCRIPTION; AN AMENDED PLAT OF I SECTION NO.5 OF MIAMI LOTr 15 & 16 BLocm 126 SUBDIVISION: SHORES M I I v PLAT 8001St 10 PAGE 47 OF. MIAMI-DADE COUNTY, FLORIDA ULO 1 m I I SURVEYOR'S NOTES. 1.) THE SURVEY OF THE PROPERTY SHOWN HEREON IS IN ACCORDANCE WITH THE 1 00, QESCRIPTIONFURNISHED BY CLIENT. z. UNLESS A COMPARISON IS EALL BEARING, ANGLES AND DISTANCES SHOWN3.}THE AT VAL ARETHESAME AS PIAT VALU 4/A/C I LANDS SHOWN ES RE NOT ABSTRACTED FOR EASEMENTS OR OTHER oncrete RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT AND THE SAME, IF ANY MAY Lot 14 �9' I Gas Meter & Tank c� Lot 17 NOT BE SHOWN ON THE SKETCH, 4.) UNDERGRAUND PORTIONS OF FOOTINGS, FUNDATIONS OR OTHER IMPROVEMENT WERE LOCATED. Block 126 t'? 27.15' I; 6.00' / Block 126 NOT 5.) FENCES TIES ARE TO THE CENTER LINE OF THE SAME. E.M. 15.20' I 20.80' 23.558 I S.) WALL TIES TO THE FACE OF THE SAME. 7.)ELEVATION WHEN SHOVW ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM HE UNLESS GROUND 1 NO ABOVEOTHERWISE 8) ENCROACHMENTS OTHER THAN THOSE SHOWN. 0.40' 19.00' I j CL GARAGE ONE STORY C'S RESIDENCE #1189 1 13.07' N (FLOOD ZONE INFORMATION) 28.65' I FF `'' ZONE: X COMM: 120652PANEL: 12086CO302 SUFFIX: L DATE• 9-11-2009 BASE: N/A g 1545 NOTE: DETERMINATION OF FLOOD ZONE LINES WERE BASED ON SCALING OF FEMA MAP LISTED ABOVE 12.98 c 040' NOTE ALL BEARING HEREON ARE BASED TO THE PLAT BEARING QF 18.05' ON THE CENTER LINE OF PROPERTY LINE. Q I L—x— EASEMENT WOLATIONSI ❑ YES 91 NO Brick Planter 23. i' APPARENT VISIBLE ENCROACHMENTS. ❑ YES ENO 1 c COMENTSI ~ M I N N �• . 1 d'90 . � ABBREVIATIONS. gBlock Structure, CLF= Chain Link Fence, SWK= Sidewalk CBS= Concrete PL= PropertyDrainageP- Iron PHole, 100.00' 90�� ''9' Q)4 Air Conditioner nerDUE= Pad, Property Comer,M= Drilled WIF= Wood Fence, RES --Residence, CL= Clear, IR --Iron Rehr, UE= Utilty B.C.INO FND.I.P.1/2' 1(!0.00' 5 Conc.Walk _ _ — – ND.I.P.1/2" Easement, CONIC= Conc. Slab, R/W-- Right of Way, DE= Drainage Easement, Center ID) D NCR= EncrcectCfLz imerd, COMP-- Computer, SPH= AsphaltN/D= Nall & Disc., S= Set, FFE= Finish Floor Elevation, O/S= Offset, P/P= Pow Pole, Pow OHP-- Overhead Pmerline, WM= Wets Meter, WPP= dUood Power Pole, E.M.=Electuc Meter, M.F=Metel Fence, P.F.=Plastic Fence, 23.00' 33.80' 1 25.00' 20' Asphalt 75.00' Total R/W N. W. 104th STREET 23' Parkway o P.0 =Perot of Curvature FND=Found NC u7 M 11hSIONS'T INC. Land Surveying Services _ OFFICE: 14770 SW 43rd WAY, NBANIl, FL 33186. PHONE: (306) 512.4225 FAX: (305) 612-1914 1 MMY CMM Thi the �teah�'BOi.Ud1ARYl.�&itE.P Mthe (ends etrown Nelsen ie ttue erb emreet rou�etreetetr..ryryl�+ea¢ee�nte.ut� g�rew.eyea�,o-�,m�.�ermy cuptrviala'a ehddiraeisn This survey aoa'pllerrpiih the appilaabla �INmum Teclndsel StemrmdsedoptdbbyytheFlodda�aBomdarPrafewb,mtSuteeysnasd Mnppve n swcteiV Chept U"1 FlmidaAdmW�ire Code, pureumd roCheptw 4M W, Fladda Shhdea DAVID L. FU'I H REGISTERED LAND SURVEYOR # 4843 STATE OF FLORIDA LB # 0006874 la unless 1SHEET 1 OF 1 and Sealed. FORM 405-10 FLORIDA ENERGY EF UENCY GODS FOR BUILDING COIV�tO� Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: garcia residence Builder Name: Street: 169 nw 104 st Permit Office: miami shores City-state miami shores_,_fL - Permit -Number - Owner: john garcia Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing New (From Plans) 9. Wall Types (1440.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 1440.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. NTA R= ft2 10. Ceiling Types (1722.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1722.00 ft2 6. Conditioned floor area above grade (ft2) 1722 b. N/A R= ft2 c. N/A R= ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(299.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 185 a. U -Factor: Sgl, U=1.06 299.78 ft2 SHGC: SHGC=0.43, b. U -Factor: N/A _ ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 41.0 SEER:16.00 c. U -Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft2 a. Electric Heat Pump 21.0 HSPF:7.70 SHGC: Area Weighted Average Ovvarrhang Depth- 91 fflo ft_ Area Weighted Average SHGC: 0.430 14. Hot water systems a. Electric Tankless Cap: 1 gallons 8. Floor Types (1722.0 sqft.) Insulation Area EF: 1.054 a. Slab -On -Grade Edge Insulation R=0.0 1722.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modiffed Loads: 40,.16 GTass/Fioor Area: 6'IT4 PASS Total Standard Reference Loads: 52.46 1 hereby certify that the plans and specifications covered by Review of the plans and Q -OiE S?A�tt this calculation are in compliance with the Florida Energy specifications covered by this `, , 0�, Code. calculation indicates compliance`�'.r,, lGl� with the Florida Energy Code_ Before construction is completed 0 B _ PREPARED : DATE:-'--- this building will be inspected for 0� ,-- _ f / compliance with Section 553.908 I hereby certify that this buil i is in compliance Florida Statutes. t � g with the Florida Energ C©b WE OWNER/AGE :__ _ BUILDING OFFICIAL: DAT€a _ _ - __�-`%_-- DATE: _ - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 1/9/2013 10:38 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 1/9/2013 10:38 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: garcia residence User john garcia 1 miami shores 232600 Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1722 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address 169 nw 104 st miami-lade miami shores, fl , CLIMATE j V Design Location 1EGG Design -Temp- TMY Site Zone 97.5% 2.5% knt-Design Temp Heating- Design-- DakTemp Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blockl 1722 13776 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1722 13776 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 178 ft 0 1722 ft' r_ 0 0 1 ROOF # 1 Type Hip Roof Gable Roof Materials Area Area Color Barrel tie 1865 ft2 0 ft2 Light Solar Absor. 0.96 SA Emitt Tested No 0.9 Emitt Deck Pitch Tested Insul. (deg) No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1722 ft' N N CEILING # Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1722 ft' 0.11 Wood 1/9/2013 10:38 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 1/9/2013 10:38 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 WALLS - Omt Adjacent To Wau Cavity Width Height Sheathing Framing Solar T-_yma Space R�Catue Ft In Ft In Area_- R-Vah- Fraction__, Below a 1 N Exterior Concrete Block - Int Insul Main 5 58 2 8 465.3333 0 0.75 0 2 E Exterior Concrete Block - Int Insul Main 5 31 10 8 254.6666 0 0.75 0 3 S Exterior Concrete Block - Int Insul Main 5 58 2 8 465.3333 0 0.75 0 4 W _ Exterior- Concrete-Rlork - tnt_InsuL Maim 5- 31 10- 8 2.5446666- 0_ 0..7a 0 DOORS # Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 N Wood Main None 0.460000 3 6 8 20 ftz WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Tinted) Yes 1.06 0.43 80 ft' 2 ft 0 in 5 ft 0 in Drapes/blinds None 2 E 2 Metal Single (Tinted) Yes 1.06 0.43 6.680555 2 It 0 in 4 ft 0 in Drapes/blinds None 3 N 1 Meta+ Single (Tinted} Yes 1.06- 0:43- 127.2777 2 ft o -in- 5 ft 0 in Drapes/blinds None 4 N 1 Metal Single (Tinted) Yes 1.06 0.43 6.680555 2 It 0 in 3 ft 0 in Drapes/blinds None 5 E 2 Metal Single (Tinted) Yes 1.06 0.43 13.36111 2 ft 0 in 4 ft 0 in Drapes/blinds None 6 S 3 Metal Single (Tinted) Yes 1.06 0.43 39.05555 2 ft 0 in 4 ft 0 in Drapes/blinds None 7 W 4 Metal Single (Tinted) Yes 1.06 0.43 26.72222 2 ft 0 in 4 ft 0 in Drapes/blinds None INFILTRATKW # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 2258.4 123.98 233.17 0.3450 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block 1 Electric Heat Pump None HSPF: 7.7 21 kBtu/hr 1 _Ducts sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Centra+Unit None SEER: 16- 41 kBtu/hr 12-34 cfrrr --------- 0:75 1 --- sys#! HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Main 0.97 1 gal 50 gal 120 deg None 1/9/2013 10:38 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 1/9/2013 10:38 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS — Supply — -- Return — Air Percent HVAC 9 # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool I Attic 6 185 ft2 Attic 70.5 ft2 Default Leakage Main (Default) (Default) % 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan HeatinJan [ j Feb [ I Mar [X] Feb [XI Mar [ j [ ] Apr [ Appr [ j Ma rl Jun (X] Jul ] May Jun (] Jul [X] Au [ ] AuSep Se Oct Oct Nov Nov Dec Dec Ventin Jan [[[[ 1 Feb [XI Mar [X) A r [ ] Ma Jun (]Jul [ ] Aug Se [X] Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION_ Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Fans/ERV 0 100 10 1 - Electric Heat Pum % 1 - Central Unit 1/9/2013 10:38 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 FlorklaCode Eompffi ce Ghecktist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 169 nw 104 st PERMIT #: miami shores, fl, - MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. I' 2ecessecitighting [G-ratedas-meeting_ASTM E -283 -Windows anct doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, progranwriable thermostat is required. Heat pumps wi tv supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch_ Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. (,0/ No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at twG or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403-6 Sizing calculation performed 8r attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 119/201310:38 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. 169 nw 104 st, miami shores, fl, - 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 1440.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 2 d. N/A R= ft2 10 CeilingTypes- insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1722.00 fF 6. Conditioned floor area (ft2) 1722 b. N/A R= ft2 c. N/A R= ft2 7. Windows** Description Area a. U -Factor: Sgi, U=1.06 299.78 ft' 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main R ft2 6 185 SHGC: SHGC=0.43 b. U -Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U -Factor: N/A ft' a. Central Unit 41.0 SEER.16.00 SHGC: d. U -Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 21.0 HSPF:7.70 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.430 8. Floor Types Insulation Area 14. Hot water systems Cap: 1 gallons a. Slab=On-Grader Edge- Insulation R=0:0- 1-722.00 ft2 a- Electric- EF: QR7 b. NIA R= ft' c. N/A R= ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building ConstiuctionthrougtrtheabovL- energy-saving features which willt3einstalled -(orexceede4 in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: a ,VIAE S', U3 rr to WE *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy effipient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software 0 C, MIAMI�QADE MIAMI-DADE COUNTY mm PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE -ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www mi�mldade.eov/ncra! E.S. Windows, LLC 10653 NE Quaybridge Ct. Miami, F1.33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County), and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "3000" Aluminum Outswing French Doors w Iwo Sidelites APPROVAL DOCUMENT: Drawing No. W04-51 Rev G, titled "series -3000 Alum Outswing French Doors (LMI)"'sheets 1, 2, 2.1, 2.2 through 6 & 6.1.of 7, prepared by Al-Famaq Corporation, dated 06-14-04 and last revised on MAY 17, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice ofAcceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Nowu Impaet Limitations: 1. Lower Design Pressures of Doors, sidelites, hardware, glass and threshold options shall control. 2. See sheet 2.1 for single sidelite and sheet 2.2 for doors with sidelites options LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series 1 and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no .,y 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 # 09-1217.03 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. .. �y .Lt1 r NOA No 12-0308.40 Expiration Date: September 16, 2014 44 Approval Date: May 24, 2012 Page I 3�7 EA. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09-1217.03) 2. Drawing No. W04-51 Rev, titled "series -3000 Alum: Outswing French Doors (LMI)", sheets 1, 2; 2.1, 2.2 through 6 & 6:1 of 7, prepared by Al-Farooq Corporation, dated 06-10-04 and last revised on MAY 17, 2012, signed and sealed by Javad Ahmad, F.E. Note: This revision consists of FBC 2010 notes only. B. TESTS (transferred from file # 09-1217.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uriiform-Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawing and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL-5938, dated 10/01/09, signed and sealed by Julio E. Gonzales, P.E. Note: This test report has been revised, reviewed, signed and sealed on 03/29/10 by Jorge A. Causo, P.E. 2. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s) F11-3947 & FTL-3955 per TAS 201, 202 & 202-94, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. and test report No. FTL-5164 per TAS 201/203-94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. (transferred from file # 09-0825.04) C. CALCULATIONS 1. Anchor verification calculations complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/01/12 signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al Farooq Corporation, dazed 12/08/09 signed and sealed by Arshad Viqar, P.E. (transferred from file # 09-1217.03) 3. Glazing complies w/ ASTME-1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624-01 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer", expiring on 12-11-2016 F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 02/24/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 09-1217.03, expiring September 16, 2014. 2.• Test proposal No(s) #09-0225 dated 06/17/09, # 06-0411 dated -07/31/07 & 02/06/06 approved by BCCO. 3. ES Windows Distribution agreement -Energia Solar, S.A. and ES Windows, LLC, dated 10120/10, signed by Ms Carla G. Torrente and Andres Chatrlres tivly� (#j 2-0130.39). 1 Ishaaq 1. Chands, P.E. Product Control Examiner NOA No 12-0308.40 Expiration Date: September 16, 2014 Approval Date: May 24, 2012 E-1 (4) ANCHORS AT MTG. STILES - AND MULLION ENDS 6" MAX. HEAD/SILL CORNERS 146 3/e" FRAME WIDTH 33 11/16" 73" 33 11/16" FR. HEAD & SILL FRAME HEAD & SILL F HEAD & SILL TYPICAL ATIONS TESTED UNITS NOTE: 6" 31, 6" 33" 3. Q 1 1 II •ww�yyyy1y��►iMillNlrMR vommeaftAND EXPOSED ON ACTIVE LEAF if / \ U DETAIL G ON SHEET 5. 1=X \ _-_--TI LLL _- H F AySEE Lr G \ I i / 111 LOCK O RTIONS if II THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. II SEE SHEET, 2 FOR CAPACITY II LI USING APPLICABLE ASCE 7 STANDARD, SHUTTERS ARE NOT REQUIRED. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES 9r: Q SEE SHEET Z. USE LOWER VALUES FROM GLASS, HINGES. LOCK AND FLA PE,/ 70684 C FRAME SILL OPTIONS USED. CAN. 3dJ6 It \ I STEP 3 FOR SIDEUTE PANEL (0) CAPACITY SEE SHEET 2.1. It STEP EP 4 FOR SIDEUTE COMBINATION WITH DOOR OR SIDEUTE It IT SEE MULLION CAPACITY CHART ON SHEET 2.2. drawing n0. STEP ..`>? THE LOWEST VALUE RESULTING FROM STEPS 2, 3 W04-511 AND 4 SHALL APPLY TO ENTIRE SYSTEM, she6t I Of % r II - IIS / II I n B ii U \ p ri / u ii ACTIVE INACTWE 29 5/16" 26 3/18"HEAD SILLD.L. 29 3/16" 01. OPO. Dd. OPO. OPG, 33 5/16" 36 13/18" 33 5/16" 76" - rlif! FRAME WIDTH (4) ANCHORS 73" AT MTD. STILES FRAME HEAD & SILLSURFACE APPLIED 6" Mo. 3" 6"3"PIVOT HINGESFALSE MUNT9NS DSEE SHEET Z MAY BE USED CORNERSFOR CAPACITY, \ ' ti .l r i \ lTyS, ql \ v a0 LOOK 6PTIONS g WTT I� r OR SCAPACITY 73 \ / •eco ACTIVE \I INACTIVE ZIL 3 z 12" ViCl N BUTT HINGES 28 3/16" MAX. �N N SEE SHEET Z OIL OPG, HES to FOR CAPACITY c-- =-- LEAF WIDTH ( MID ) PANEL WIDTH ( XX ) , SERIES -3000 ALUM OUTSWI G FREA H -MOOR APPROVAL APPLIES TO SINGLE (X) AND RUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. TYPICAL ATIONS TESTED UNITS NOTE: Q t11YWf1Yi*Y1 FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF •ww�yyyy1y��►iMillNlrMR vommeaftAND EXPOSED ON ACTIVE LEAF DETAIL G ON SHEET 5. 1=X LLL INSTRUCTIONS: AySEE d USE CHARTS AS FOLLOWS. STEP T DETERMINE DESIGN WIND LOAD REOUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. USING APPLICABLE ASCE 7 STANDARD, SHUTTERS ARE NOT REQUIRED. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES 9r: Q SEE SHEET Z. USE LOWER VALUES FROM GLASS, HINGES. LOCK AND FLA PE,/ 70684 C FRAME SILL OPTIONS USED. CAN. 3dJ6 STEP 3 FOR SIDEUTE PANEL (0) CAPACITY SEE SHEET 2.1. STEP EP 4 FOR SIDEUTE COMBINATION WITH DOOR OR SIDEUTE SEE MULLION CAPACITY CHART ON SHEET 2.2. drawing n0. STEP ..`>? THE LOWEST VALUE RESULTING FROM STEPS 2, 3 W04-511 AND 4 SHALL APPLY TO ENTIRE SYSTEM, she6t I Of % 'X' DOORS NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. 'XX' DOORS 2/6 (X) DESIGN LOAD CAPACITY - PSF GLASS AND HARDWARE OPTIONS 28-t1/16' FRAME HEIGHT INCHES FRAME WIDTH INCHES 37-1/2" GLASS TYPES HINGES LOCKS 'A', 'S' & 'D' 'C' & 'E' 'F' OPTION 11' OPTION '2' OPTION 'I' OPTION '2' EXT. (+) I INT. (-) EXT. (+) I INT. (-) EXT. +) INT. (-) EXT. (+) I IW, (-) EXT. {+) INT. (-) EXT, +) INT. (- EXT. (+) IW. -) 95-3/4 37-1/2 70.0 60.0 80.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 95-3/4 39-5/8 - - 90.0 90.0 100.0 120,0 90.0 90.0 100.0 120.0 70.0 60.0 100.0 1 120.0 NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. 'XX' DOORS HINGES OPTION #I .: THREE PIECE ALUM BUTT HINGE BY 'ES. WINDOWS' "3 ATGM PER LEAF AT 11" FROM TOP & 80'[TOM FASTENED TO DOOR FRAME AND LEAF WITH #10 X 1" FH SMS (8) SCREWS AT FRAME, (5) SCREWS AT LEAF OPTION /2+ FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM COVER PLATES, ST. STEEL PIVOTS AND CAW, STEEL BRUSHES AND SCREWS FAST NED TO DOMITOPER RAFRAME AND AT 12" � OWITH& BOTTOM 5/16-24 X 1" FH MS (2) PER WING D.L. OPENINGS, D.L.O. HEIGHT . LEAF HEIGHT - 8.1878" (STD. BOT. RAIL) D.L.O. HEIGHT . LEAF HEIGHT - 11,9375" (HI RISE HOT. RAIL) D,L.O. WIDTH - LEAF WIDTH - 8.625" WIDTHS: NOMINAL WIDTH FRAME WIDTH LEAF WIDTH I DAYLITE OPG. 2/6 (X) DESIGN LOAD CAPACITY - PSF GLASS AND HARDWARE OPTIONS 28-t1/16' FRAME HEIGHT INCHES 3/0 (X) 37-1/2" GLASS TYPES HINGES LOCKS FRAME WIDTH , & 'D' 'C' & 'E' 'F' OPTION*I' OPTION '2' OPTION 'I' OPTION 12' INCHES EXT. (+) IVT. {-) EXT, +) MT. (-) EXT. (+} INT. (-) EXT. (+) INT. (-) W. (+) INT. (-) EXT. (+) INT, (^) EXT. (+) INT. {-) 59-3/4' 71-3/4 70.0 00.0 90.0 90.0 p0.0 90.0 00.0 p0.0 90.0 90.0 70,0 80.0 90.0 90.0 95-3/4 76 76' 90.0 90.0 0.0 00,0 00.0 90.0 900 90.0 00.04 70.0 1 80.0 1 90.0 90.0 HINGES OPTION #I .: THREE PIECE ALUM BUTT HINGE BY 'ES. WINDOWS' "3 ATGM PER LEAF AT 11" FROM TOP & 80'[TOM FASTENED TO DOOR FRAME AND LEAF WITH #10 X 1" FH SMS (8) SCREWS AT FRAME, (5) SCREWS AT LEAF OPTION /2+ FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM COVER PLATES, ST. STEEL PIVOTS AND CAW, STEEL BRUSHES AND SCREWS FAST NED TO DOMITOPER RAFRAME AND AT 12" � OWITH& BOTTOM 5/16-24 X 1" FH MS (2) PER WING D.L. OPENINGS, D.L.O. HEIGHT . LEAF HEIGHT - 8.1878" (STD. BOT. RAIL) D.L.O. HEIGHT . LEAF HEIGHT - 11,9375" (HI RISE HOT. RAIL) D,L.O. WIDTH - LEAF WIDTH - 8.625" WIDTHS: NOMINAL WIDTH FRAME WIDTH LEAF WIDTH I DAYLITE OPG. 2/6 (X) 31-1/2" 28-t1/16' 20-t/16- 3/0 (X) 37-1/2" 34-11/16" 26-1/16' 3/4 (X) 39-5/0" 36-13/16' 28-3/18" 5/0 (XX) 59-3/4' 28-11/16" 20-1/16 6/0 (XX) 71-3/4" 34-11/16" 26-1/16" 6/4 (XX) 1 76' 36-13/16' 28-3/16" NOTE: DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC WHERE REQUIRED, HEIGHTS: DAYUTE OPG, STANDARD HI -PROFILE NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT BOT70M RAIL BOTTOM RAIL 8/6 79-3/4" 77-1/4" 69-1/18' 05-4/16- 8/0 95-3/4" 93-1/4" 85-1/18" 81-8/16" I C TN . HARDWAREm LEAF - OPTION #I- SURFACE MOUNT DEAD BOLT LOCK BY 'YALE' AT 45" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENEp TO ACTIVE LEAF LOCK STILE WITH (2) 1/426 X 2-1/2" OH MS LEVER TYPE METALLIC HANDLE AT 37" FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 00-32 X 1-3/4" PH MS. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12' FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH /8 X 3/4" FH SMS (2) SCREWS PER BOLT OPTION 02: 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) N8-32 X 2" OH MS imACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULUVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH #8 X 3/4" FH SMS (2) PER BOLT NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 WATER INFILTRATION JAMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL • +70.0 PSF (X & XX DOORS) HI -RISE SILL - +90.0 PSF (XX DOORS +120.0 PSf (X DOORS 1.500 MJ7- 1 STD. SIL ,041. 7 1000 ,� QjHE 31LL PYW DCT MiVIllim w�MYe WM VM OAM, Ifo :rPkwiw SIAM s irOwinq no. W04-51 FRAMA STATIONARY PANEL (0) OR SIDELITES D.L.O. HEIGHT - LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) D.L.O. HEIGHT - LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) 01-0, WIDTH - PANEL WIDTH - 4.000" WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL - +70.0 PSF hH-RISE SILL . +90.0 PSF -1 2.0130 1.500 1 MJ71 1 3/16" N.S. GLASS 3/16" H.S. GLASS 1/8" H,S. GLASS 1/8" H.S. GLASS .090' GNTERLAYER .090" INTERLAYER .090" INTERLAYER .000" INTERLAYER 'DUPONT SENTRYGLAS' 'DUPONT BUTACITE PVB' 'DUPONT BUTACITE PVB' 'DUPONT SUTACITE PVB' 3/16" H.S. GLASS 3/16' H.S. GLASS 1/8" H.S. CLASS 5/32" H.S. GLASS SILICONE SILICONE SILICONE DOW CORNING 795 SILICONE DOW CORNING 796 DOW CORNING 796 DOW CORNING 795 GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'C' GLASS TYPE 1/8" H.S. GLASS 1/4" H.S. GLASS .090" INTERLAYER .090" INTERLAYER 'DUPONT SENTRYGLAS' *DUPONT SENTRYGL S' 1/8" H.S. CLASS 1/8" H.S. GLASS SILICONE SILICONE DOW CORNING 795 DOW CORNING 795 3 N i 3 N NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) GLASS TYPE 'E' GLASS TYPE 'F' AND FLORIDA BUILDING COMMISSION GLAZING OPTIONS DECLARATORY STATEMENT DCA05-DEC-219 CIVIL FLA.' PE 1 70692 C.A.N. J8 ^ ti01� in w do*PVN W16 4W rAVIIIII, 11110" . q b drawing no. W04-51 DESIGN LOAD CAPACITY - PSI? FRAME HEIGHT FT./IN, FRAME WIDTH INCHES 'A', 'H', 'D' EXT, +) INT, (_) GLASS TYPES C', 'E' EXT. (+) INT. (-) EXT. (+) INT. (-) 6/8 42 70.0 80.0 90,0 90.0 90.0 90.0 7/0 39 70.0 80.0 90.0 90.0 90,10 90.0 8/0 38 70.0 80.0 87.5 87.6 90,0 90.0 D.L.O. HEIGHT - LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) D.L.O. HEIGHT - LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) 01-0, WIDTH - PANEL WIDTH - 4.000" WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL - +70.0 PSF hH-RISE SILL . +90.0 PSF -1 2.0130 1.500 1 MJ71 1 3/16" N.S. GLASS 3/16" H.S. GLASS 1/8" H,S. GLASS 1/8" H.S. GLASS .090' GNTERLAYER .090" INTERLAYER .090" INTERLAYER .000" INTERLAYER 'DUPONT SENTRYGLAS' 'DUPONT BUTACITE PVB' 'DUPONT BUTACITE PVB' 'DUPONT SUTACITE PVB' 3/16" H.S. GLASS 3/16' H.S. GLASS 1/8" H.S. CLASS 5/32" H.S. GLASS SILICONE SILICONE SILICONE DOW CORNING 795 SILICONE DOW CORNING 796 DOW CORNING 796 DOW CORNING 795 GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'C' GLASS TYPE 1/8" H.S. GLASS 1/4" H.S. GLASS .090" INTERLAYER .090" INTERLAYER 'DUPONT SENTRYGLAS' *DUPONT SENTRYGL S' 1/8" H.S. CLASS 1/8" H.S. GLASS SILICONE SILICONE DOW CORNING 795 DOW CORNING 795 3 N i 3 N NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) GLASS TYPE 'E' GLASS TYPE 'F' AND FLORIDA BUILDING COMMISSION GLAZING OPTIONS DECLARATORY STATEMENT DCA05-DEC-219 CIVIL FLA.' PE 1 70692 C.A.N. J8 ^ ti01� in w do*PVN W16 4W rAVIIIII, 11110" . q b drawing no. W04-51 MULLION DESIGN LOAD CAPACITY - PSF SIOELFPE WIDTH INCHES FRAME mcow FT./IN. DOOR TO SIDELITE TO SIDELtTE MULLION SIDBUTE MULL UNREINFORCED REINFORCED REINFORCED EXT.(+)/MT.(-) EXT.(+)/WT.(-) EXT.(+)/INT.{-) 24 27 30 33 36 39 42 6/8 80.0 80.0 904 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80,0 90.0 80.0 80.0 90.0 80.0 80,0 90.0 80.0 80.0 90.0 24 27 30 33 38 39 7/0 80.0 80.0 90.0 80.0 60,0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 18 21 24 27 30 33 8/0 78.9 80.0 90.0 74.8 80.0 904 71J 80.0 solo 67.9 80,0 1 90.0 880 60.0 90.0 62.4 75.9 90.0 n An C O An n © All,/ ,/L f ii i J AD, / All IL -4.1 D \ D \ B C O An n © All,/ ,/L f ii i / IL -4.1 D \ (XO) (OX0) NO AU CCS ) /L H F / IF D 8 t xOo ( XOX ) COX O H F L IF t xOo ( XOX ) COX O 36 60.t 78.0 90.0 %%C ` ( OXXO ) UNREINFORCED REINFORCED "INFORM DOOR TO 11101111LUMUN ypELrtE,� eu1e1 Litn SMI NOTE: FOR DOORS CAPACITY SEE SHEET 2 - FOR SIDEUTE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. or SIDEUTE WIDTH DOOR WIDTH SIDELITE W10TH $IVEUTE WIDTH ^_ DOOR WIDTH 0 0 SN>EU7E WIDTH DOOR WIDTH pill H F D IF 36 60.t 78.0 90.0 %%C ` ( OXXO ) UNREINFORCED REINFORCED "INFORM DOOR TO 11101111LUMUN ypELrtE,� eu1e1 Litn SMI NOTE: FOR DOORS CAPACITY SEE SHEET 2 - FOR SIDEUTE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. or SIDEUTE WIDTH DOOR WIDTH SIDELITE W10TH $IVEUTE WIDTH ^_ DOOR WIDTH 0 0 SN>EU7E WIDTH DOOR WIDTH pill H F D 8 VIL FLA. PE370692 CA,N. 6 1 ( XXOO j ( OOXX ) 00" Nsvooprokw, hu b i drawing no. W04-51 TYPICAL ANCHORS �� EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR FIBY WOOD 1 SEE ELEVATIONS WOOD SUCK 1 FOR SPACING EDGE IST.z $ 5 •...21 I Q 27 t3 13 MIN. 9 PPEENETRAT�IONN G 2G J e 4 g 31 3 OPTIONAL RIM F � G z z3Me riz�� a ARg a Ljf� W �S w 31 31 Ir WluPb� w 11io F1arI6). // 8 O NAJjb c ? S 6 THA BOLT 3 PENETRATION ((�1 INTO SILL -{�"�- J4 13 t5 J 34 �j 21 O 21 8 J J � „� PROI+ILE BOTTOM RAIL � � � u 14 4 STATIONARY .. ..._ :.....: �....'... _. OPERABLE NTS 1! T ............. J--�_� in .. n ANO nqn J A dQ .• • v . -..-,. :v H[ -RISE FRA#iE. SILL gNq, v - ; ° '> ° v • - • APPLICABLE TO STA7tONARY FU. PE [_Tg502 n • v TYPICAL. ANCHORS v � v TYPICAL ANCHORS AND OPERABLE UNITS C.A.N. 3 Ja $ 3/16" X 1-1/2" SEE ELEV� FOR SPACING 3/16" X f 1/2" • SEE ELEV. FOR SPACING WEEP SLOT WE SLOT 2XX 1/SILL AT SIDELITES 1/! (LAAT X DOORS drawing no. E DIST. EDGE DIST. STATIQNARY UNITSP„1 W44-51 ,��jeRAHL T_1NITQ ahaet 3 � 7 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING I TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING MIAMI–BADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NDA SEE Elm FOR 4% � n � Q' 4 OR WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM1 AND TRANSFER THEM TO THE BUILDING STRUCTURE, 4 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, ULMACON BY 'ELCO(Fu-177 KSI, Fy-186 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD ,) THRU iBY BUCKS INTO CONC. OR MASONRY 1–i/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 SCREWS (GRADE 2 CRS) d INTO MIAMI–DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") ^ M INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MRN.) THK. MIN.) 8 513 Z ALUMINUM : 1/8" MIN. (6063–T5 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,1. ui r TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMIE Pc - 3000 PSI MIN, 6 ED C-90 HOUDW/FILLBLACK AT JAMBS Pm - 2000 PSI MIN. 11011 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. rvQ*UCT -V 00 f1eA4 � AelaP1D'�8 *'bb �a"Yy�, z ry• No - O W 4 t9 Poo O "gr:.JA�LAHMAA FLA. PE70892 b „ C.A.N. �J8 yk �Q\1. drowinq no. woo—s � �P sheet 4 of 7 (FLUSH BOLTS AT ACRVE AND INACTNE LEAFS f a 1/4" MAX.. MUST 8E ENGAGED DURING PERIODS INTERIOR EXPOSED FLUSH BOLTS OF HURRICANE WARNING) �I/ Lm N Ito X 3/4" SMS F O 11 AT 10" FROM EACH ENO SHUN 2 O IS 6" FROM ENDS Q FLUSH do 14" O.C. MAX. CONCEALED BOLTS t2 • e 4 AT 10" FROM EACH END 1 5 13 t3 ACTIVE LEAP UT—ACTIVE LEAP 2 10 16 a 7t6 9 i7 ib :< 9 21 4 29 2t 25 17 7 2 8 O eI el O.L. OPG. D.L. OPG. LSIDEL.ITE PANEL WIDTH LEAF WIDTH __ FRAME MOTH g TYPICAL ANCHORS L96" OPTIONAL REINFORCING EXTERIOR OPTKINAL TRIM SEE ELEV. FOR SPACING SEE SHEET 2.2 FOR CAPACITY X 2' X .96" X 1/IS FULL LENGTH SR. CHANNEL OXXO > V (STEEL TO BE PAINTED OR PLATED) q � h 1^ ( 0-0 M d N TYPICAL ANCHORS SEE ELEV. IZ Z Z W •tl-- FOR SPACING lay t/ 4" MAX. p W WOOD BUCK SHIM OPTI2.2 FORONAL REICAPACITYNFORCING SEE SHEET ry k7 1/4" MAX. i/4" MAX. 96" X 2" X .96" X 1/8' SHIM SPACE SHW O O 2 FULL LENGTH STL. CHANNEL 2 2 (STEEL TO BE PAINTED OR PLATED) 5 6 a WOOD Bu 13 ACTIVE LEAP OR S U ACTIVE LEAP $ S � Z 2 9°� ffiC8 ryryj ..e 3 19 1 4 21i a m r ca g TYPICAL ANCHORS 8 « 1T 7 FOR PACING X—O TYPICAL ANCHORS O.L. OPO. Mgr. JAVA NQMD fRDbLIC'F NILVBW.! 4 SEE ELEV, FI,p,�PE S 70592 ~400p*WSwI**AMETAL STRUCTURE SPACING _LEAF WIDTH _ C.AN. 3558 FRAME WIDTH drawing no. W04-51 EXTERIOR �� U&ha� X� ; sheet of 7 MBN / PART � QUANTITY ARBCRIPTION IiAT&R[AI, MANF./BUPPLIBR/EtBMARKB 1 ES3007-1 1 FRAME HEAD 8083 -TB - 2 ES3001-2 2 OOQR FRAME JAMB 8083 -TB - 3 ES3002-1 1 FRAME SILL (STANDARD) 8083^T5 - 3A 4 ES3028 E33003-1 t AS REQD. FRAME SILL (NI -RISE) SIDELffE ADAPTER 8083-T5 60$3^T6 - - 0 7d 5 E53004 AS REQO. SHEAR PLATE ®ANCHOR LOCATKINS 8083-T8 3" lON0 a 8 ES3008-1 2/ LEAF TOP AND BOTTOM RAIL 8083-T5 - BA ESJ024 2/ IEAF HI-PROflIE BOROM RAIL 8083-T5 LL 7 £33008-1 i/ LEAF DDDR LEAF JAMB - NINOE SIDE 806J -T5 r 8 9 f53007-7 ES300T-2 1/ LEAF 1/ LEAF DOOR LEAF -LOCK SIDE DOOR LEAF -KEEPER SIDE 6063-T8 6083-T8 - © 10 E53008-7 AS REOD. SIOEl1TE ST0.E 6065-T5 - Yzry 11 12 FB -1202^814 FB -1202-914 2/ LEAF 2/ LEAF EXPOSED FLUSH 801.7 CONCEALED FLUSH BOLT STEEL STEEL SULLiVAN dt ASSOdATES SUIIIVAN & ASSOdATE3 �G 1J E53011 AS REQO• JAMB TRIM 8083 -TS OPTIONAL 14 E53012 t SILL COVER 8083-T$ - 15 ES3013 2/ LFAF � WEATHERSTR$� ADAPTER 8083 -Tb 18 E63014 -i 4/ PAN0. PANEL CLAMP 8063 -TB 17 E53003-3 3/ LE/d HINGE ASSEMBLY 8065-T8 SEE SHEET 2 17A - 2/ LEAF PHOT HINGES - SEE SHEET 2 1B - ODOR LOCK (SAVANNAH 20tSL) ^ YALE g 20 - - DEAD BOLT LOCK (PREMIER) - YALE 2i W22321NC A9 REOD. FlN-SEAL PILE W'STRIPPING - ULTRAFAB 22 ES3020 AS RE00. BULB WEATHERSTRIPPING VINYL AT SIOEUi'E PANELS Jad< ,t ¢l 4 23 - 1/ HWOE HINGE REWFORdNO BAR AIUMWUM 1-1/4"X1/8"%4-1/4" IONC J J 24 - AS REOD. HINGE REINFORCING BAR AWMINUM if8" THK. X 7-7/$" LONG Q 25 - 2/ LEAF 3/$" DU, THREADED R00 W/ NUTS STEEL - N 28 - AS RE00. FRAME ASSY, SCREWS ^ j140 PAN HEAD SMS h M 27 - AS READ. MULLION REINFORCING CHANNEL A38 STEEL - Z3-1 2$ E54014 AS RCQO. BOTTOM RAIL GLASS STOP NEOPRENE $� "' 3zti 2B ES4019 AS READ. PANEL SILICONE STOP NEOPRENE ul C4 30 - AS REOD. 3/8" DiA, % 1/8" HT. $LIMPER 50.1CONE FRANK LOWE RUBBER CO. =INCL" 31 E54013 AS REOD• WEDGE GASKET EPDM DUROMETER 73#3 SHORE A 32 ES3022 2/ STILE FLUSH BOLT BRACKET 8083-T9 33 - 2/ BKT. BRACKFi INSTALLATION SCREWS - /10 X 1" FH 3MS 34 0/LGN AS READ. DOOR PANEL 0 ru i an as m w * AAS KOKO mvB'gN J 9 �9 Engr, JAV AH' CIVIL FLA Ft C.AN. �Je "00502 , a drowing no. W04-51 shoat 6 of 7 W'STRIPPINO SCHLEOEL 4.000 p-7.778 �-aj .38t 1 5 2.125 t' t 2.250 .105�f IF d .078 2,016-I--2.121 s1 WEDGE GASKET l- 1:1) .Bee Q(2 FRAME HEAD/JAMB 3.350--1 95 ® 2.0100 8 It NdJ 1 608.078 080 3T88 -� T H1.500d Q WEATHERSTRIP ADAPTER 2.674 d SHEAR PLATE ,g� ® f I go ; Ila g 5STM FIX ^^T I 6) Q 3.375 ® 1.000 Boo 041 h ole 4.000 .812 ® I ( f i 3.100 .873 t3 JAMB TRIM (OPTIONAL) 2.2.000® c) U 0 590 t.ttz 1 3 PIECE HINGE N nM © TOP /BOTTOM RAILQX .250 .121 2,000 y} U1 N v 2.874 078 16 .395 PANEL CLAMP _Z000 .913 1.750 .821Id 750 3.35 SIDELITE ADAPTER MULLION R£INF. CHANNEL .183 -2,163- 1.145 nwftcT piTY1y� 490 .078wM 1AslHerli► , 7 ,}t.soo Fi F 9 90 - 913 t 145 .ala .094 •583 ,� T�T .062 .927 to SIDE LITE STILE .078 4'00° 4.625 .094 .813 1,984 3901.750 1a SILL COVER 7,260 7.750 3 FRAME SILL (STD.) 1,954 T145.062 .aeo eny.:.:1,w�aau CIA, PE 70592 11 My C•4N.3538 T] o p W 4 0 4,000 b r c 1.7� 190 .094 4000-•--�I 2,000 .58 �W04-51 a li drawing no. 913 Q7 HINGE STILE (8)O LOCK STILE/KEEPER STILE 8w HI -PROFILE BOTTOM RAIL ® FRAME SILL (HI -RISE) 9heel ,tot 7 18 Z .nI 26 S py FRAME TOP CORNER go eQ tto O N �nMy 6 �$� N v i DOOR LEAF CORNO STATIONARY PANEL OR SIDES ITE CORNER ' 51 1121 rumcrwtvsw� 4 ; e wM► Mie "Ville ,►..�wAr�da.la:� a dytrr'�' OwNe i� � m Mie W � FRAME n r. JAVWAHW u cNk E tr r, FU. PC 363Y Y0392 �..? ... _ .• � :...., �. I C�. ��011 drowing no. Vd04-51 meet 74 7 MIS IIMIAMI-DADE COUNTY, FLORIDA METRO-RADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 BUILDING CODE COMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130-1563 PRODUCT CONTROL DIVISION (305) 375-29M FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Goobuildinacode General Impact Glass & Windows Corp. 290 West 78 Road Hialeah, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. 1LrVLI. APPROVAL DOCUMENT: Drawing No. 09-201, titled "Series 21000 High Impact Fixed Laminated Glass Windows", sheets 1 through 9 of 9, dated 11/02/09, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATIN LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 10-0104.03 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 Page 1 General Impact Glass & Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 09-201, titled "Series 21000 High Impact Fixed Laminated Glass Windows", sheets 1 through 9 of 9, dated 11/02/09, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of fixed, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"058, dated 10/23/2009, signed and sealed by Julio E. Gonzalez, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC 2007, prepared by Tilteco, Inc., dated 11/12/09, signed and sealed by Walter A. Tillit, Jr., P. E. Complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09-0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass* Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09-0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated November 03, 2009, signed and sealed by Humayoun Farooq, P.E. 2. Laboratory compliance letter for Test Report No. FTL-6058, issued by Fenestration Testing Laboratory, Inc., dated October 23, 2009, signed and sealed by Julio E. Gonzalez, P. E. 3. Proposal issued by BCCO, dated June 24, 2009, signed by Jaime D. Gascon, P. E. G. OTHERS 1. None. S��4 �-- Jaime D. Gascon, P. E. Chief, Product Control Division NOA No.104104.03 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 E-1 SENERAL._ NOTES: 1. SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WIDOWS. SHOMM ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAVE BEEN VERIRED FOR !J W ANCE N ACMRD44CE WITH THE 2007 EDITION OF THE FLORIDA DA MIC CODE. 11,ESE MOM MAY BE INSTALLED AT HIGH VELOCITY FRIRRICAHE ZM (11yAAlt^OAOEJi?TiDWMD COUMIES). DESIGN WIND LOADS SHALL BE DETUaWNED AS PER SECTION 1620 OF THE ABOVE MENTiONED CODE IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS TESTED, WERE NOT UVBSIIES= A 33x INCREASE IN XIONSLE SIRESS FOR NAND LO OS WAS (()$ USED IN THBR ANA.Y515. FASTENERS SFWCNG IN WOOD HOS BEEN DEIERWINED IN ACOORDANfE MTIH NW 2005. THESE WINDOWS ADEQUACY FOR IMPACT ANO WiND RESISTANCE HAS BEEN VERIFIED IN PCCOROANM WITH SECTION 1625 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -202, & TAS -203. PER FENESTRATION TESTING LAB REPORT i Ike AM AS PER SUBMITTED STRUCTURAL CALCULATIONS. PERFORMED AS PER SECTION 1612 OF THE FLORIDA BUILDING COQ. 5. THESE WINDOWS COMPLY WITH SECTIONS 2411.4.1 AND 2411.4.2 OF THE FLORIDA BUILDING CODE. S. ALL ALUMINUM EXTRUSIONS SHALL L BE ALUMNUM ASSODATIO N .6063-T8 ALLOY AND MVPER. THE THICIUNESS OF ALL EXTRUSIONS. SHALL. IE AS SHORN ON SHEET 2 OF THIS OKAYING. 7. ALL SCREW$ USED FOR ASSEMBLY CONNECTIONS (WA. TG METAL) TO BE STAMiM STEEL 304 OR Jib AIS SES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 MID SECTION 2411.3.3.4 OF THE FLORIDA BUILDING CODE WITH 50 kei HELD STRENGTH AND 90 kr TENSILE STRENGTH. 8. WOOD SM NOT BY GENERAL IMPACT GLASS k WINDOWS, CORP. WOOD RM MUST BE SOUTHEIWN PINE ON G-0.55. AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 AND 2326 OF THE 2W7 EDITION OF THE FLORIDA BUIDING CODE MUST SUSTAIN LOADS iMPOSED BY QLQING SYSTEM PAD TRANSFER THEM TO THE BUILDING STRUCTURE. ANClM NOTES SM 311817 0 as o" SP+MMIC: R n1FMT MO EOff OLcnAttF AfaE �1UHI1 ANY M FIN E (A) TO DOSTTNG POURED CONCRETE- (Mn. r!Mr) 2730 pai,), MN. EDGE 015TPNCE . 2 1/2`. - 1/410 ULTRACON 1 1/4" MN. DABEOMENT, AS MANUFACTURED BY ELOO CONSTRUCTION PRODUCTS. (COMPONENT 8& THRU i' P.T. WOOD BUCK (8) EXSTNBI1(Mn Fm2�� A - 1/410 R Rl�k.AUFACBY�N PRWUCTS. (COMPONENT 8D), THRU i' AT WOOD SUM (C) TOOWNG 2x P.T.LLT� 111 7/2* THRE40M QS5) MIN. EDGE DISTANCE - I � PENEiRATION, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (COMPONEW 8&J (D) TO EXISTING MN. i/8' PCX ALUM" TUBE (6063 -TS ALLOY) MN. MM DISTANCE • 1/2 - Wo -14 TB( SCREW. MN. 3/4" LONG, AS MAAIFACTURED BY DW SNLDEX, INC. (COMPO/NFM&. (E) TO E)ISRNG WN. 12 GAGE (0.106' STEEL MDABER (ASTM A-500, A-653 OR A-36) MN. EDGE DIST E m J/8' - 1/4"0-14 TET( SCREW. MN. 3/4" LANC. AS MANUFACTURED B1' RTW BUILOEX, INC. (COMPONENT. 10. PROVIDE 1/4' MAX. LOW BEARING SHIM SPACE (TYP.). fI. REMAMING COMPONENTS FOR THESE WINDOWS SHALL. BE AS INDICATED ON BILL OF MATERIALS ON SHEET 2. 12, WINDOWS' MANUFACTURER LABEL SHr 1 BE PLACED ON A READILY ViSIBE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNI. LABEL SHALL. READ AS FOLLOWS: GOOK IMPACT CUSS AND 1M1wr^ CORP HIA EMR. FLORIDA MAW -CADS COUNTY PRODUCT CONTROL APPROVED. (A) THIS PAD. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROWDE INFORMATION FOR A SiTE SPECIFIC PROAM. IE. WHERE THE SUE CONDITIONS DEMOTE FROM TiE PAD. (8) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, RP04M AND LNSTALIATION IWLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PAD.. PROVIDED HE/SHE DOES NOT OSMATE FROM THE EDNDITXXNS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SiTE IS THE COMRACTOR'S RESPONSIBILITY, (C) THIS PAD. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. D) SITE SPECIFIC i ROJ= SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCINITECT WHICH MALL BEODME THE ENGINEER OF RECORD (E.O.R) FOR THE PROTECT AND WHO YELL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. ENGINEER OF RECORD, ACTING AS OEIEGATED� ENGINEER TO THE PAM, SHALL SUBMIT TO THIS LATTER SITE SPECIFIC DRAWING FOR REVIEW. (E) OiIONA. PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE P1i0FESSIONAL ENGINEER OF RECORD THAT PREPARED IT. L t t i I I I L I i � I r � �"a' froWN WMth� 'd fmne W th "a" frame Yldkh LTL(- -r — Dj �—i--------i IP� from. WWtlIi] 'a' frofM WIQlh P 'd forme Width t----- ---- j �-r ----- -----'i t I I r I I P +� D trona W1dW1 "d fro1M I I nn,/. IP P P I I I i 'd hams WWiIM b" AWme "d forms Width 'a' from. WIdM 7 MAXIMUM DESIGN PRESSURE RATING (pef) FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE DETERMINED BY INSCRIBING FIXED WINDOW SHAPE WITHIN SQUARE "a' x "b" OR RECTANGLE "a' x "b" AS SHOWN IN DOTTED LINES AND OBTAINING MAXIMUM DESIGN PRESSURE RA77NG (pef) FOR THOSE ALTERNATE SHAPES FROM SCHEDULES ON SHEETS 0. 7 & 0 FOR SUM 21000 HIGH IMPACT FDED LAMINATED GLASS WINOIDW& GLAZINGDETAIL FOR ,DW/o 111 I moilzi o ,ti II it I m 3/a MA em U \_JIOXI 1/4" S.M.S O 12" O.C. GLAZING DETAL FOR 10 W/ 9A Ozt 1/4" S.M.S ® 12" O.C. GLAZING DETAIL FOR GLAZING DETAIL FOR °® W/G) ® W/ 3A GLAZING DETAILS SCALE 1/2" = 1" 2-003' .285" 314" 1.049" .9 S" .080 A82" :512 .376" .J57' .082' 1.134' Q 6063 -T8 BE HEAD & SILL ALLOY 12" O.C. Q2 FRAME JAMB 8063 -TO ALLOY laze• 114' .089" 10.0 I 088' 1' it .082` .120' .062" 73w- 3� GLAZING BEAD FOR FULLY STRAIGHT FRAME WINDOWS 8063-T8 ALLOY COMPONENTS SCALE 1/2' - 1" CODE BILL OF MATERIALS . nu f OESCRUMON OI+EN MS A REMARKS MATEIAAL 1 FRAME HEAD/SILL (2) REQUIRED 6063-T6 2 FRAME JAMB (2) REQUIRED 6083-T6 s LAZING BEAD FOR FULLY STRAIGHT FRAME WINDOWS (4) REQUIRED 6063-T8 SA GLAZING BEAD FOR CURVED AND COMBINATION CURVED/STRAIGHT FRAME WINDOWS (4) REQUIRED 8063-T6 4 WEATHER STRIPING, ULTRAFAB E-271 (4) AT GLAZING BEAD NEOPRENE u WEATHER STRIPING SOLID RUBBER (4) AT GLAZING BEAD NEOPRENE a WEATHER STRIPING 0.296" HEIGHT, SCHLEGEL SYSTEM, INC., Q375TI90 (4) AT GLAZING BEAD NEOPRENE ORNER FRAME ASSEMBLY SCREWS (2) #8 k 1' PH SMS REQ'D. STEEL 6 DOW CORNING 995 ------ STRUCTURAL SILICONE M DOW CORNING 795 ------ STRUCTURAL SILICONE 7 WHITE COLOR SILICONE AT FIXED PANEL FRAME AND FRAME CORNERS. ALL AROUND (EXTERIOR) SEALANT 0 1/4'6 ULTRACON BY ELCO CONSTRUCTION PRODUCTS, TO POURED NCRETE. HOLLOW BLOCK OR WOOD WALL REQ'D. SEE SCHEDULE ------ CARBON STEEL 8A /4"0 RW BUILDEX TEK SCREW TO METAL (SEE SCHEDULE) ------ STEEL Q0148 HEIGHT BUMPER SPACER, CUT FROM 3/B SPHERE, CLEAR 3 FROM CORNERS MAX. AND 12" O.C. {MAX. AT MID -GLASS BITE ELEVATION FRANK LOWE RUBBEL, GASKET TLB -26. CLEAR. SIUCONE O0.211" HEIGHT BUMPER SPACER, CU7 FROM 3/8"0 SPHERE, CLEAR 3" FROM CORNERS MAX. AND 12' O.C. MAX. AT MID -GLASS SITE ELEVATION FRANK LOWE RUBBEI GASKET FLB-38, CLEAR. SILICONE 0 0.590" (9/16" NOMINAL) LAMINATED GLASS W/ 1/4" H.S. GLASS + 0.090' SENTRYGLAS® INTERLAYER + 1/4' H.S. GLASS INTERUMIR BY Co., INC. W/NOA 09-03112 03 GLASS 0.484" 7/16" NOMINAL) LAMINATED GLASS W/ 3/16" H.S. GLASS + ( 0.090" BUTACITE® PVB. INTERLAYER + 3/16" H.S. GLASS INTER YER BY: E.1. D PONT DE NEMOURS & Co., INC. W/NOA 09-0312.02 GLASS 0.326' (5/16" NOMINAL) LAMINATED GLASS W/ 1/8" H.S. GLASS + 0.090" BUTACITEM PVB. INTERLAYER + 1/8" H.S. GLASS INTERLAYER BY• E.I. DUPONT DE NEMOURS & Co., INC. W NOA 09-0312.02 GLASS 2-003' .285" 314" 1.049" .9 S" .080 A82" :512 .376" .J57' .082' 1.134' Q 6063 -T8 BE HEAD & SILL ALLOY 12" O.C. Q2 FRAME JAMB 8063 -TO ALLOY laze• 114' .089" 10.0 I 088' 1' it .082` .120' .062" 73w- 3� GLAZING BEAD FOR FULLY STRAIGHT FRAME WINDOWS 8063-T8 ALLOY COMPONENTS SCALE 1/2' - 1" CODE 'a' FRAME WIDTH 'a' FRAME WIDTH SHORT SIDE "o' FRAME WIDTH SHORT SIDE SHORT SIDE (SEE SCHEDULE) (SEE SCHEDULE) (SEE SCHEDULE) 1 +� yA/�i— ,rDETAIL 1/9 A'/•`4 ©+ A'/5 �+ DETAIL 2/9DETAIL 2/9 6 �\ t0 oR ®OR @ iG OR ®OR O@\1 8' S B ' S'/ 8 I J J �+ + DETAIL 1/9—J 4 4 CASE 1: RECTANGULAR SCALE: 1/2'+1'-0 8"a MAX. ANCHOR SPACING (SEE SCHEDULE ON SHEET y) FOR "a" FRAME WIDTH (SHORT SIDE "b" FRAME LENGTH (LONG SIDE) AND MAX. D.L O. (a) ANO MAX. D.LO. (b) SEE SW ON SHEETS I, 7 g 8. rwa MAX A./5 MAx DETAIL 1/8� 1+0 DETAIL 1/9 4+(* CASE 2: HALF ROUND TOP CASE 3: _EYEBROW SCALE: 1/2'- 1'-0 SCALE: 1 /2"x.1'-0 TYPAL EXTERIOR ELEVATIONS FOR SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOW (SEE NOTE * ON SHEET 1) )w(& ARarm TV.) I MINIMUM WALL TH N. MIN. THREADED GMTS M0L M PENETRATION DMX COUNTYALLOY - m WE 9p) (OR SUCKS (SEE NOTE 0/1) CUNT. (m) (UNDO S93APATE AP OR STEEL MEMBER BY OTHERS POURED a /1) 1/4' MAX. OPTIONAI. CONFORM TO ASTM ASOD. A653 OR CONCRETE OR A36 1M4 12 GA 0.100-) REOD. —SAIM SPACE ALUMNUMMYI" ANCHOR COVER 1/4' MAX. SHIM SPACE MINIMUM WAU.• WK• (TYP-) 7.tSEE N . OR 2/1 5 EMBEDMENT. f/4* MAX.';.rt.,-! SHIM IN LE F- 1/4' MAX. 3 ��7 CUNT. PTIONAL ALUM AYLON a ANCHOR COVER (TYP-) MIN. 2' P no ew 3 it BEYOND BEYOND BEYOND BEYOND FRAME MUTH (OR SHORT SIDE'.SWEE SCHEDULE) a 8 °R@ ON (SEE NOTE $/IW) M "Ilr 4ilEliNj MUMMMUMWALAPgPI ?OM DADE COUNTY APPRDMU.U N OOTr= CONFORM TO ASTM A300. A633 CONT. (TYP.) OR A36 WITH 12 0 (0.105*) MINIMUM WALL THICKNESS. BEYOND BEYOND BEYOND BEYOND OPTIONAL MIN. Ea 3 L UM SEE NOTE 9/1 rNl t/4" MAIL AMM CIONW L SHIM SPACE 10 1 - , I -- -- - - — IAN. THREADED CONT. (TYP.) ®aa@ PENETRATION MIN. 2-xle (SEE NOTE 9/1) SPACE T I• gNCy WOOD FRAME VAM (OR SHORT SIM SEE SCH 7WILEM./ NOTE 9 '1):' : .. I 'I) NOTE a (Sm NOTE 9 NarE 0/1 \4 1) POURED CONC OR CONCRETE SECTION B—B RMID, a ImP.T. VIM SUCKS SCALL' 3/8--1 NOTE 8/1) SECTION A—A FLORIDA BUILDING C(LE, High Velocity Hu cons Zone) ;�_ (High Velocity Hu SCALE-- 3/a' -i" atm "LIM ROL SERIES 21000 IVIPACTFID(ED DRAW Iff, "fid' (AMINATED CLASS WNDOVYS [A,/". DOr 4.03 Cp 1 2w 1LIECOonc" (m am -al nw n 220r4 Dary M201 1121 L MWA-DADS COUNTY P.E. SEAL/SIGNATURE/DATE #= SWU 4 OF I ALUMINUM AUX 0053 -TB MMU mK FA RADE COUNTY APPRAPPROOLOU MIJLU� ME I'm AM) SEPARATE ) OR POM MEM M By OTWERS $HALL OR CO CONFORM TO ASTM AA5000, A653 REQ`D. OR A35 WITH 12 GA MINWAJM WALL THIM MAX. T----14ZSPACE :7) CONT. (TYP.) QPTION& ALUMINUM /NYLON (TYP.) QR OWN @OR @OR BEYOND BEYOND SEYI 0 1/4" MAX SHIM SPACE MIK 7HRIAOED PENEIRATION (SEE NOTE 9/1) SECTION At -A' SCALE. 3/9'- I" moc TNREAOkTJ wow w"S (= 2/0 NOTE e/t) 1/4' MAX. —SHIM SPACE 114- MAX. L SOY SPACE tl� WIN. 12'.,V pjj ' WOOD SUCK /,---N2 -----U7 CONT. (TV.) SPACE iA 60. NOTE 9/1) (SEE N= 2/1) WOOD KICKS NOTE 8/1) l-Uo OR e - T1,91- --------- D.LO. (a) -- FRAME WIDTH (OR SHORT SIDE SEE EXT RIOR (D CONT. (TYP.) OPTIONAL —\ -I \-8-@ -@ & 44. Har FRAME WIDTH (OR SHORT ME, SEE S0*=U4— SECTION B' -B' SCAM- 3/S --l' OR A36 WITH MINIMUM WALL ED. IE 0/1 BLOCK REQ -D. O CONT. (TYP OPTIONAL "UMMMYLON ANCHOR COVER 1/4" MAX. (TYP-) SHIA SPACE BASEDIMENT, Lsg--WE 911). 778 OR A36 WITH MINIMUM WALL ED. IE 0/1 -a« -b- W psf W psf + - 18' 16• 130 154 24" 130 154 30" 130 154 36" 130 154 42' 130 , 154 46" 130 154 54" 130 184 6o' 130 154 66" 130 154 72" 130 154 76` 130 154 54' 130 154 W" 130 154 90" 130 154 102" 130 154 106" 130 134 114• 130 154 120' 13o 154 130 154 130 154 130 154 130 L 154 130 154 130 154 162" 130 1 154 too" 130 154 174" _..130 154 150' 130 154 «a- -b- W psf W psf 24' 24' 130 1514- 3430" '.130 154 38" 130 154 42' 130 154 46' 130 154 s4• 130 154 W' 130 154 66' 130 154 72" 130 154 78• 130 154 64' 130 184 W" 130 154 q6• 130 154 102" 130 154 106` 130 154 114' 130 164 120• 130 154 126' 13o 154 132• 130 154 136' 130 154 144" 130 104 1 W" 130 154 186" 130 154 162" 130 154 166" 130 154 174' 130 154 IW' 130 154 W, 130 154 192' 130 154 196• 130 154 =-XII DAY LIGHT OPENING ALA) FOR A GIVEN COMPONENT AT EACH END OF GLASS SIDE COMPONENTS ® MAX, DAY LIGHT OPENING (D.LO.) Fnit6 42' EACH END OF {LASS MAX. D.L.O. Q + Q3 , T + 03 154 (a) OR "a"-3.526" (SHORT SIDE) O + ®, Q + 154 Max. D.L.O. CO+O.O+p 7B' 130 (LONG SIDE) t� + (9 0 + (9 "b"-3.526" VIDTH "a" AND LENGTH "b" VERSUS DESIGN P NEDULE VALID FOR ALL SHAPES WITH GLAS "13" "b" I W+:f W psf «a« -b- W psf W psf 30' 36• DIMENSIONS LEGEND .a "b• DLO(o) e a DlA (b) -a- -b- W psf W psf 42' 42' 130 184 48' 130 154 54• 130 154 eo' 130 154 e6• 130 154 72' 130 154 7B' 130 184 6q• 130 154 90" 130 154 96" 130 154 102" 130 154 106' 130 154 IW 130 154 120" 130 154 126" 130 154 t32' 130 154 136" 130 154 142" 130 154 46• 4e' 130 154 54• 130 154 W. 130 154 66' 130 134 72' 130 154 76' 130 154 84" 130 154 W 130 134 98' 130 154 96• 130 154 102" 130 154 106" 130 154 114' 130 154 120" 130 154 125' 130 1 152 -a- -b- W psf W psf + - 54' 54' 120.3 142.5 80" 120.3 142.9 Se• t20.3 t47.5- 72" 120.3 142.5 78" 120.3 142.5 e4' 120.3 1428 W' 120.3 142.5 96" 120.3 1425 t0Y 120.3 1425 1W` 120.3 1425 111' 120.3 139 W, 60' 106.3 128.3 56' 10&3 126.3 72" ICU 128.3 76" 108.3 12V 78' 108.3 126.3 64" 108.3 128.3 W" 106.3 428.3 96" 10&3 t29.3 100• 106.3 126.3 BB• 66' 96.5 116.87 72" 98.5 116.87 78" 96.5 116.6 e4" 963 116.6 W' 96.8 118.6 72• 72" 90.3 106.9 76" 90.3 108.9 83' 90.3 108.9 -a- -b- W psf W psf + — 16' 24" 75 75 75 75 r24�* 75 75 75 73 78 75 73 75 34' 75 75 60• 73 73 66" 75 75 72• 75 7s 78• 75 75 84" 75 9D -- 90^ 75 75 W. 73 _.-,75.., .'. 102• 75 _.75 75 75 114' 75 75 75 75 126" 73 73 132" 75 75 138' 75 73 144' 75 75 130" 73 75 156• 75 75 162" 73 75 16e' 75 75 174' 73 73 180" 75 73 -a- -b- W psf W psf .^ 14 24" 75 1 75 30" 75 1 75 36" 75 1 75 42" 75 75 45" 75 75 54• 75 75 60" 75 75 66" 75 75 72• 75 75 78' 75 75 84• 7s 75 110" 75 75 9b' 75 102' 75 75 108" 75 75 114' 75 75 120' 1 75 73 126• 75 75 132' 75 75 138' 73 75 144" 75 75 150' 75 T5- 150* 75 75 182^ 75 7s 188• 75 75 174" 75 75 180" 75 75 163' 73 75 MAXIMUM DAY LIGHT OPENING PLO.) FOR A GIVEN COMPONENT AT EACH END OF GLASS SIDE COMPONENTS @ EACH END OF GLASS MAX DAY LIGHT OPENING (D.LO.) F911 KM MAX. D.L.O. Q+(3 (1+Q 36" 75 (a) (SHORT SIDE) , OR O+ ®� O+ "0"-3.526" MAX. D.LO. Qt +©,Qi +QE 54' 76 (b) (LONG SIDE) OR (j)+ (R , (D+ "b"-3.526" SCHEDULE VALID FOR ALL SHAPES WITH GLASS -a» -b- W psf W psi 30" 30` 75 76 36" 75 75 42' 75 75 46" 75 75 54' 76 1 75 60" 75 7s 86' 75 76 72" 75 75 78^ 75 75 84' 75 75 90' 75 75 96' 1 73 1 75 102" 1 76 1 75 106• 73 73 114' 75 75 120' 75 75 126' 74 74 132" 72 72 138 71 71 144' 71 1 71 118' 70 70 DIMENSIONS LEGEND '6• ILO (6) i ILO (b) 1� m »a" -b- W psf W psf + — 30" 36" 75 75 42" 75 75 48" 75 75 34• 75 75 60" 75 75 66" 75 75 72• 75 75 75' 73 73 Be 75 73 9o• 7s 7S 96• 74 74 102" 69 89 106' as 8s i1P 62 62 120" 59 59 123' s8 56 DIMENSIONS LEGEND '6• ILO (6) i ILO (b) 1� m »a" »b- W psf W psi + — 42" 42` 75 75 48" 75 75 W 75 75 00` 7s 75 86' 75 75 72" 75 75 78" 75 75 84" 75 78 90' 75 75 98' 69 69 f02" 63 1 63 105' 1 61 1 61 -a- »b» W psf W psf 48" 48' 75 75 S4• 75 75 60• 75 75 66" 78 78 72" 75 75 78" 75 75 84' 73 73 90" 70 70 92" 69 69 " 54" 59.4 69.4 60" 69.4 69.4 68" 69.4 69.4 72' 69.4 �.4 76" 69.4 49.4 82" 69.4 69.4 60' 60" 82.8 82.5 66" 62.3 62.5 72• 625 62.5 74" 52.5 62.5 MAXIMUM ANCHOR SPACING SCHEDULE "S" SUBSTRATE ANCHOR TYPE IVE DESIGN LONEGATLOAD (Psf) HEAD/ SILL JAMB COCRETORNBL CK m mm m R go) 1/4"0 ULTRACON ® 75 or less 9" O.C. 12" O.C. > 75 up to 90 9" O.C. 11 1/2" O.C. > 90 up to 130 8" O.C. 8" O.C. > 130 up to 154: 6 1/2" O.C. 6 1/2" O.C. '4YOOD 1/4.0 ULTRACON © 75 or -.less 9" O.C. 9 1/2" O.C. > 75 up to 90 8" O.C. 8" O.C. > 90 up to 130 5 1/2- O.C. 5 1/2' O.C. > 130 up to 154 4 1/2" O.C. 4 1/2" O.C. METAL 1/4"0 TEK SCREW 75 or less 9" O.C. 12" O.C. > 75 up to 90 9" O.C. T2" O.C. > 20 up to 130 8" D.C. 8" O.C. > 130 up to 154 7" O.C. 7" O.C. ROUND SPOT WE ER -4043 ALL AROUND 7) m F-j, (Z) #H % V PH 5.M.5. =7 MIAMF MIAMI -DARE COUNTY, FLORIDA 74 j� METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1107 PRODUCT CONTROL DMSION MIAMI, FLORIDA 33130-1563 (305) 375-2902 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidadegov/baildiaacode General Impact Glass & Windows Corp. 290 West 78 Road Hialeah, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. APPROVAL DOCUMENT: Drawing No. 09-119, titled "Series 18000 High Impact Horizontal Sliding Window Large Missile Impact Resistant", sheets 1 through 14 of 14, dated 06/23/09 with revision "1" dated 09/21/09, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING m& ' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official This NOA consists of this, page 1 and evidence pages E-1 and E 2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 09-0806.03 6A; S00 Expiration Date: October 21, 2014 Approval Date: October 21, 2009 Page 1 ��4� �vl! General Impact Glass & Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 09-119, titled "Series 18000 High Impact Horizontal Sliding Window Large Missile Impact Resistant", sheets 1 through 14 of 14, dated 06/23/09 with revision "1" dated 09/21/09, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM — 5954, dated July 10, 2009, signed and sealed by Julio E. Gonzalez, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, dated 06/23/09, prepared by Tilteco, Inc., signed, sealed and dated 09/22/09 by Walter A. Tillit, P. E. Complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09-0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09-0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance by Tilteco, Inc., dated July 27, 2009, signed and sealed by Walter A. Tillit, P. E. 2. Statement letter of no financial interest by Tilteco, Inc., dated July 27, 2009, signed and sealed by Walter A. Tillit, P. E. sl� �-- Jaime D. Gascon, P -. 'E. Chief, Product Control Division NOA No. 09-0806.03 Expiration Date: October 21, 2014 Approval Date: October 21, 2009 E -1 General Impact Glass & Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (corrrrww 3. Laboratory compliance letter for Test Report No. FTL — 5954, issued by Fenestration Testing Laboratory, Inc., dated July 13, 2009, signed and sealed by Julio E. Gonzalez, P. E. G. OTHERS 1. None E -2 lei+, Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-006.03 Expiration Date: October 21, 2014 Approval Date: October 21, 2009 1. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. (MIAMI DADS/BROWARD COUNTIES) DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS P,A,D., AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS bW USED IN THEIR ANALYSIS. ANCHOR'S SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2005. THIS WINDOW'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -202, TAS -203, PER FENESTRATION TESTING LABORATORY REPORT # 5954 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1612 OF THE FLORIDA BUILDING CODE. 2. PRESSURE RAMNOS-EQR THEAE WINDGWS SHALL BE AS SHOW ON SHEET 12 ljffiSQMHE0uT9!MAXlMUM ANCHOW SPACING SHALL BE AS PER SCHEDULE # 2. SHEET 12, E. THIS SERIES 18000 HIGH IMPACT HORl20NTI�L QLDINO WINDOW LARGE MISSILE IMPACT RESISTANT VLNOT REOLIR�'�A HURRICANE PROTErTION DEVICE. A THM MIES lAW0 HIGH IMPAM HOIU70NTAL SLIDING WINF MISSILE IMPACT RESISTANT, IS APaROVED FOR A&MQ ,WATER INFILTRATION SEF SQCHm F ! I ON SHEET 121 5. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHALL COMPLY WITH SECTIONS 2411.4.1, 2411.4.2, 2411,5.1 AND 2411.5.2 OF THE FLORIDA BUILDING CODE. 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy . 25.0 ksl MINIMUM. THE THICKNESS OF ALL E)(TRUSIONS SHALL BE AS SHOWN ON THIS DRAWING, 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA BUILDING CODE WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 8. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE WITH G - 0.55, AND SHALL COMPLY WITH SECTIONS 2411.13.3 & 2326 OF THE 2007 EDITION OF THE FLORIDA BUILDING CODE. die MIAMwmm COUNTY 9. ANCHOR NOTES: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. (A) TO EXISTING POURED CONCRETE: (MIN. £C - 3192 PSI), MIN. EDGE DISTANCE (E.D.) ® 2 1/2", - 1/4"0 TAPCON ANCHORS 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUfLDEX, INC. (COMPONENT (OD, THRU 1" P.T. WOOD BUCK. (B) TO EXISTING A.S.T.M. C-90 CONCRETE BLOCK WALL. MIN. EDGE DISTANCE (E.D.) - 2 1/2". - 1/4"0 TAPCO ANCHORS W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT Z5 , THRU 1" P.T. WOOD BUCK, (C) TO EXISTING 2x P.T. WOOD BUCK. MIN. EDGE DISTANCE (E.D.) a 1" - 1/4"0-14 TEK SCREW W/ 1 1/2" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT ®). (D) TO EXISTING MIN. As" THICK ALUMINUM MULLION (6063-T5 ALLOY), MIN, EDGE DISTANCE (E.Q'� 1/4"0-14x3/4"(MIN.) TEK SCREW, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT q ). (E) TO EXISTING MIN, 12 GAGE (0.106' STEEL MEMBER (ASTM A-500, A-653 OR A-36), MIN. EDGE DIST CE (E.D.) m 1/2". - 1/4"0-14x3/4"(MIN.) TEK SCREW, AS MANUFACTURED BY fTW BUILDEX, INC. (COMPONENT . 10. PROVIDE 1/4" MAX. LOAD BEARING SHIM SPACE (TYP.). 11, REMAINING COMPONENTS FOR THIS SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHALL BE AS INDICATED ON BILL OF MATERIALS, ON SHEET 3 OF THIS DRAWING. 12. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, MANUFACTURER LABEL SHALL BE PLACED ON A READILY MSI8LE LOCATION, ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: GENERAL IMPACT GLASS AND WINDOWS, CORP. HIALEAH, FLORIDA MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED, 13. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D, (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 77n n P.R. SENJBIGNATURFAATE 02m "LTM no. 11LIECO�N� TRW Tit., 4; 914,0�IIpMgp�5 ANY an NMos (700',b70 .(I mM11 ,C7,3]i0! rmeN: tNMeeOool.00m WAL[9-p00e719 Fl�OROA Lk. K1if7 P.E. FLORIDA BUILDING CODE (HIM Vefo* Hurdone I4UNIALS LWM VVINUUVV DMWN ey' CT RESISTANT ESIS IAxo.M.av, 290 WEST 76 ROID 08 23 09 � HIAtFAN, i1. 35014 0A1E PHONE; ((308 ss8-s703 09-119 '. M. (305 sse-eees www.gene tom DRAWING Re ,r sprmn em vur 1 OF 14 T FRAMEHEARD 6063-T6 ALLOY & TEMPER VENT O H.D. ET1TILE 6063-T6 ALLOY & TEMPER 0`092 atx^ b O.96p 11 SILL RISER 6063-T6 ALLOY & TEMPER (j) FRAME SILL 6063-T6 ALLOY & TEMPER C% ALUM, IN'SQT BAR 6063-T6 ALLOY & TEMPER ,079" ae9" 49 _ .4 fd s .ala• © VENT LATCH 6083-T6 ALLOY & TEMPER 4" LONG Q FRAME JAMB 6063-T6 ALLOY & TEMPER O TOP AND BOTTOM RAIL 6063-T6 ALLOY & TEMPER ® COLOWAL MUNTIN 6063-T6 ALLOY & TEMPER COMPONENTS SCALE 3/4--l" Approved ea camplying With the Florida D it C DOW �O3 9 Miami Div By MW"ADE COUNTY @ JAMB STILE 6063-T6 ALLOY & TEMPER PE.8EAL9IGNATUREIIATE d ELXED MEETING STILE 6083-T6 ALLOY & TEMPER 0`115" .136" o.ae g d O.f011" 0.0a" ,asr ® GLAZING BEAD FOR 7f 16" GLASS 6063-T6 ALLOY & TEMPER 02909 TRTECO INC. T E c o INC. Tw tJO�F,D/0 ! QIWN8C8N0 004PANY W,LT 6994 �MIMwu : im9�1�-t0�q.N�1&NU e��,1lND1ANN e-m0E Nl W571 al.c0m EB -0008719 FLORIDA U. T44tE7 E. ® ALUM•@ 6063-T6 ALLOY Ar TEMPER 10 SILL TRACK INSERT 6063-T6 ALLOY & TEMPER FLORIDA BUILDING CODE (Hlph Valo ft Hiftafle Lone) MPACTHORIZONTAL SLIDING WINDOW DRAwN er: ISSILE IMPACT RESISTANT _ I.A•/LQ•/M.C'v 290 WnT 78 ROAD 06/23/09 H611Fi1H, FL. 33014 DATE PHONE (3081 888-8103 FAX: 308 688-8688, ryN www.9eneralhnpe0Lo0m 09-119 ,sn'vn art ■r. w owoerrox art 9MWm No Ilq SHUt 2 OF 14 BILL OF MATERIALS TT6Y QUANTITY I DEBCRIPTIQN EuTEPJAL 1 1 j FRAME HEAD 6083-T6 2 1 FRAME SILL 6083-T6 3 2 FRAME JAMB 6063-T6 4 COLONIAL MUNTIN (OPTIONAL) 6063 -TG 5 1 VENT FIXED MEETING STILE 6088-T6 5A 1/ BAR ALUMINUM BAR INSERT FOR ® 6063-T6 6 1/ VENT H.O. VENT MEETING STILE 6063 -TG 6A 1/ BAR ALUMINUM BAR INSERT FOR® 6083-T6 7 2/ VENT TOP AND BOTTOM RAIL 6063 -TG B 1/ VENT JAMB STILE 6063-T6 SA AS REDD. GLAZING BEAD FOR 7/16" CLASS 6063-T6 10 1 SILL TRACK INSERT 6063-T6 11 AS REOD. SILL RISER 6063-T6 12 2/ VENT VENT LATCH AT 9 1/2" FROM ENDS, 3" LONG 6063-T6 13 1/ LATCH VENT LATCH SPRING ST, STEEL 14 BUMPON SP ER, 1 4 ETR HALF SPHERE, CLEAR, 3" FROM CORNERS MAX. AND 12" O.C, (MAX.j, AT MID -GLASS BITE ELEVATION, BY FRANK E RUBBEL GASKET CLEAR. SILICONE 15 AS READ. FRAME/VENT ASSEMBLY SCREWS, #6 x t" P.H. SMS, CRS 18 2/ VENT FRAME SILL SCREWS CONNECTING TOO, , p8 x 3 1/2" P.H. SMS, CRS -- 17 AS READ. VENT & FIX. RAIL W'STRIPP(NG, AMESBURY OR EQUIV. 18 AS READ. FRAME W'STRIPPING, AMESBURY OR EQUIV. 19 2 BAFFLE, M & M PLASTICS 20 2/ BAFFLE BAFFLE SCREW, #8 x 1/2* F.H. SMS _ 21 AS REDD. GLAZING BULB VINYL NEOPRENE 22 4/ VENT ROLLER HOUSING & GUIDE CELCON 23 2/ VENT ROLLER BRASS/ST. ST. 24 2/ VENT ROLLER PIN ST. STEEL 25 ANCHORS, 1/4"9 TAPCON F.H. ANCHOR, ITW BUILDEX, INC. STEEL 26 ANCHORS, 1/4"a -14 TEK SCREW ITW BUILDEX, INC, TO WOOD BUCK, ALUMINUM OR STEEL MEMBER. STEEL 27 DOW CORNING 795 STRUCT. SILICONE 28 SEALANT; DOW CORNING WHITE SILICONE OR EQUAL AT FRAME ALL AROUND EXTERIOR & INTERIOR SILICONE 29A 7/16" NOMINAL (0.444" OVERALL) LAMINATED GLASS WITH (1) 3/16" HEAT STRENGTHENED GLASS + A 0.090" INNER LAYER FILM DUPONT BUTACITE PVB, INTERLAYER BY E.I. DUPONT DE NEMOURS & CO INC., W/ NOA 09-0312.02 + (1) 3/16" HEAT STRENGTHENED GLASS. LAMINATED GLASS 298 7/16" NOMINAL (0.444' OVERALL) LAMINATED GLASS WITH (1) 3/16" HEAT STRENGTHENED GLASS + A 0.090" INNER LAYER FILM SENTRYGLAS PLUS, INTERLAYER BY E.I. DUPONT DE NEMOURS & CO INC., W/ NOA 09-0312.03 + (1) 3/16" HEAT STRENGTHENED GLASS. LAMINATED GLASS '30 1WEEP HOEACHLE FRANK RUBBER & CASKET CO."� FOAM GASKET, MODEL tOPPI, BY FILTER FOAM with the MLAMIFDADE COUNTY P.Ef6EALMIGNATUR&DATE 02009 INJECO INC. TILUT TUTIN0 0 V=ff9 I W OOMPANT NN N.W. 7!y 9W 319. WIWNN N9. R 70iM PMw : (3N�I�tp10 . Iov : {� f-tNt rtmil: 0Ood.Com E9-0000008719 WAlA TILLAT JI. P.E. IDA Uc. 441 VfjqyA& Infill __ s - ►^: FLORIDA BUILDING CODE (Hph ZUN IAL SUUINU WINUUW ORAWN W: ;T RESISTANT IA,./Lo./Aw.V, 290 WEST 78 ROD 06/23/09 HWAAH, FL 33014 DATE PHONE: (30) 599-9103 FAX: 3� 959-9995 WWW. =. 09-119 ORAWIND Ne MET 5 OF 14 • Ammed as eamplyiag with the Dam 1 Zoog NOAd Th:iAM a fi ` canal Div' By A#W-OADE COUNTY P.E. SEALIBIGNATURODATE OP @ AS APPLICABLE FACE APPLIED. ONIAL MUNTINS T10NAL) * NDTE: w1 AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)wt + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDfTIONALLY, DAYLIGHT OPENINGS "a" AND "c", CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. SPACING on sheet 12) On" TILhECO Mc. I�E C�O TILUT iLfgTRl1h01 t aCOMPANY 1700 OM�1 A� {]a6Pa1-1610 . fa a (%01pY1-IbNIi m" a -mall: XNe,wOaol.aom EB-OOOBTig WALTER A. TICCIT.E. FLlat1DA IJe. 4414t Jr.,117 FLORIDA BUILDING CODE (High Velocity Hurzimne Zmhs) NPACT HORIZONTAL SLIDING WINDOW omww err, ISSILE MPACT RESISTANT Id./LG./XC.V. 290 WEST 78 ROAD 06/23/09 HWSW, fl. 33014 OAT, pm""'.(938-8103 l" '. (306 83 a www.ge" mPod... 09-119 ,beat DRAWING N. am ap, w eetNenml — 7 SHEET 4 .14 A F/11 W, MME WIDTH (SEE SCHEDULE #1 ON SHEET 12) w1 . A/6 / w2 . B/7 4A% 1 (SEE SCHEDULE /1 ON SHEET f2) (SEE SCHEDULE p1 ON SHEET 12 SETAILS 1 & 2 A/6, EE D(TYP. HEAD/SILL) ANCHOR SPACING ONO SHEETD12E 2, (See schedule #2 on sheet 12) -- 19 + 20 (2) 1 3/4"xt/4" HIGH WEEP HOLE AT 3 1/4" FROM ENDS AND ONE AT MIDSPAN �/�j�` EiCAL QEXxTEERIIO�{RELEj(��J�\ -•RR!-Z' �*' n -ts-= (SHOWN) O N) Flo�ildaed 8 as compi�ymg whh the QR Q ALAR} WIND�?W IvOA# SCALE 1 �1`-0 MWr"+' IiudMCI cunh Orvi MIAN04)ADE COUNTY S" B/7 MAX. RE SF.AUSIGNATURLOATE I F/ 11 10 I SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) wi NAND E"w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)wt + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12), ADDITIONALLY, DAYLIGHT OPENINGS "a" AND CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. OF @ AS APPLICABLE 02006 MTM WC. tLEco nrifT r6lmlylro r cfalNaaONNo�Odcau,�ywr ��Mw:`]WA>�iD�W.dOS)nf816Fl.]i 1M w-mdl: ulbcoOaWaom ALTERE6-0006715 W FLORID lk. T441b7.E FLORIDA BUILDING 000E (fth Vdk* Hwlkww Zone) MPACT HORIZONTAL SLIDING WINDOW DRAWN en ISSILE MPACT RESISTANT 250 WEST 70 ROAD 06/23/09 HWEAH. FL 33014 MO. O.LO. (WIDTH) SEE SCHEDULE #1 ON SHEET 12 I (I "e" M4x. D.L.O. (WIDTH) 7SEE SCHEDULE #1 ON SHEET 12f— 2f FAX: 1306 S66-eeeb 29 i II 29A) C9 DMWWO Ne OR r4 ( I29 I OR (SEE SCHEDULE ON SHEET 12) II II (SEE SCHEDULE ON SHEET 12) 1 x II I I O IN=ATES FULL HE1611T REINFORCEMENT (IYP.) I SETAILS 1 & 2 A/6, EE D(TYP. HEAD/SILL) ANCHOR SPACING ONO SHEETD12E 2, (See schedule #2 on sheet 12) -- 19 + 20 (2) 1 3/4"xt/4" HIGH WEEP HOLE AT 3 1/4" FROM ENDS AND ONE AT MIDSPAN �/�j�` EiCAL QEXxTEERIIO�{RELEj(��J�\ -•RR!-Z' �*' n -ts-= (SHOWN) O N) Flo�ildaed 8 as compi�ymg whh the QR Q ALAR} WIND�?W IvOA# SCALE 1 �1`-0 MWr"+' IiudMCI cunh Orvi MIAN04)ADE COUNTY S" B/7 MAX. RE SF.AUSIGNATURLOATE I F/ 11 10 I SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) wi NAND E"w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)wt + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12), ADDITIONALLY, DAYLIGHT OPENINGS "a" AND CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. OF @ AS APPLICABLE 02006 MTM WC. tLEco nrifT r6lmlylro r cfalNaaONNo�Odcau,�ywr ��Mw:`]WA>�iD�W.dOS)nf816Fl.]i 1M w-mdl: ulbcoOaWaom ALTERE6-0006715 W FLORID lk. T441b7.E FLORIDA BUILDING 000E (fth Vdk* Hwlkww Zone) MPACT HORIZONTAL SLIDING WINDOW DRAWN en ISSILE MPACT RESISTANT 250 WEST 70 ROAD 06/23/09 HWEAH. FL 33014 CATE PHONE: (306) 666-6103 FAX: 1306 S66-eeeb wWw.Ssnwm PeeLaom 09-119 1f/oow DMWWO Ne am 1xn r" aaar� afn 9NEET 4 OF 14 2•x P.T. —.,` WOOD BUCK SEE NOTE 8/1 E.D. SCHEDULE Q2 SHEET 12 1 WOOD BUCK SEE NOTE 8/1 WEEP NOTOH AT ENDS N N C'. SEE SCHEDULE /2 ON SHEET 12 E.D. E.D. (SEE NOTE B/1J (SEE.N.i 9/1) -SECT =A ,(to vQ90), *SEE SCHEDULE p1 ON SHEET 12 SCALE: 1/2'•1" POURED CONCRETE CONCRETE BLIOCCKP.T.-1•x P.— IBLI R N O� d 1- L A SCHEDULE /2 SHEET 12 Z� Z o r� WEEP NOTCH AT ENDS o� ^ MIN. 1"x P.T. MPACT HORIZONTAL SLIDING WINDOW DRAwN BY: IISSILE IMPACT RESISTANT ,.A./Le/M.C.V, 200 WEST 78 ROAD 3EEIOU NOTE B/1 HWXAH, FL 33014 DATE PHONE: SSS -010) POURED CONCRETE OR D 09-119 a CONCRETE BLOCK REO'0' r66iN Nrt ay. s cowwNx ww ORMNO Ne " � SHEET a of ,a a i.. ®SEE SCHEDULE #2 ON SHEET 12 (SEE NOTE 9/1) (SEE NOTE 9 1) / SEE SCHEDULE /2 ON SHEET 12 E.D. (SEE NOTE 9/1) E,p, MIAMI DAVE COUNTY — — ON (SEE NOTE 0/t�(UNDERAPPROED MATE AP (UNDER SEPARATE APPROVAL) MINIMUM WALL THICKNESS ALUMINUM ALLOY 8083-T5 N n ,e xA C1 � 9II 3 II Ij ©C II II SECTION A—A (TO ALUMINUM MULLION) SCALE: 1/2"_1" E.D. (SEE NOTE 9/1) ED. (SEE NOTE 9/1) SEE SCHEDULE 0277 STEEL MEMBER BY OTHERS SHALL ON SHEET 12 ICONFORM TO A.T.M.SA-500 A-853 o OR A-38 W/ 12 GAGE (0.108' z MINIMUM WALL THICKNESS, . g — — --�� N� o 0 SECTION A—A !TO POURED CONCRETFOft SECTION A—A CON CRET BLOCKS (TO STEEL MEMBER) r'�1 r--- SCALE: ,/2•-1" ® Ion rILTmo me. SERIES 1E Ap, o vd as complying wlb the Florida Cu Ift Coda lv4w 1T cat 11012C01Ne TILUT T9$TIN0 R 9m"team- COMPANr — Np1 N.w. �N�, fL, M dN, UROIIM QMDDVa, R ATIN R,w,t*—ma,_,ua.w ES -0006719 WPLTO D n ., 41 P.E. MIAMI-0AOfi COUNTY P.E, 8EAL9K3NA1'URBIDATE FLORIDA Uc. 441$7 FLORIDA BUILDING CODE (High VelooRy Hurtbana Zone) MPACT HORIZONTAL SLIDING WINDOW DRAwN BY: IISSILE IMPACT RESISTANT ,.A./Le/M.C.V, 200 WEST 78 ROAD 06/23/09 HWXAH, FL 33014 DATE PHONE: SSS -010) ((J06)) FAX 09-119 N .00m r66iN Nrt ay. s cowwNx ww ORMNO Ne " � SHEET a of ,a SEE SCHEDULE #2 POURED CONCRETE OR ON SHEET 12 CONCRETE BLOCK REO 0 EXISTING SEE NOTE 9/1 (SEE NOTE //1 STRUCTURE 1 "x P.T. WOOD BUCK SE 2"x P.T. SEE NOTE 8/1 MIN. WOOD SUCK EMBEDMENT SEE NOTE 8/1 (SEE NOTE SCHEDULE SEE SCHEDULE X12 SHEET 12 �2 ON SHEET 12 E.D. E.D. MIAMI DADE COUNTY SEE NOTE 9/i (SEE NOTE 9 1) APPROVED MULLION MIN.EMBEAMENT _ (UNDER. SEPARATE APPROVAW MIN.EMBEDMENT (SEE NOTE 9/1) IF — = = ^ — 6 (SEE' NOTE 9/t) / ' MINIMUM WALL THICKNESS t _ 1 ALUMINUM ALLOY 6063-T5 LA N Ill II I v N N Il I I If 3 x og !iry s z it �I IllLll 7 3/8" WEEP NOTCH AT ENDS r 9 2 � MIN. 1"x P.T. 1 WOOD BUCK SEE NOTE 8/1 MIN. EM EDMENT 3/8" WEEP NOTCH AT ENDS POURED CONCRETE OR C] - (SEE NOTE 9/1) 2 $ CONCRETE BLOCK RED u. in N a c ®SEE SCHEDULEL.E.D. D. ON SHEET 12 (SEE NOTE 9/1) (SEE NOTE 9/1) EMBEOMENT .SECTION 8-8 CM POURED CONCRETE OR �TO STEEL MEMBER) WMIN.OOD "BUCK EE NOTE 9 SEE SCHEDULE #2 SOME: t/2"�1' ON SHEET 12 CONCRETE BLOCK SEE NOTE 8/1 777777 SCALE: 1/2"-I" w �� •2909 TN1cco Ne. ~` SERIES 1 (IS TING E.D. E.D. npyeovn; :.a MdPlYing With Lha TRUCNRE (SEE NOTE BJt) (SEE NOTE 9/1) DotWOCod; 'LIEC O TNG.TWO TITSTIMO a bollm MNO Obww— ySECTION B—B oee w. Ea. ao& wwa"u n selw (TO WOOD *SEE SCHEDULE �t ON SHEET 12 8y g,.'t,�c�j X101•' ��'-1610. �0' � 71-mt � / F—mall: lBt4000hol.eom SCALE: 1/2"W E8-0006710 �.� WAFTER A TIILR Jr. P.E. M1,460-0AOE COUNTY PE.BEAUSIGNAT'URENATE FIARIDA Lk. 44i b7 t Will ('111NO Ito] �vo I I z IIIIJ � MIT, [lip III Eel z I 3480 BY OTHERS SHALL TO A.S.T.M. A-SDO A-653 W/ 12 GAGE (0.106') WALL THICKNESS FLORIDA BUILDING CODE (High VWGda HuI11f,6n62m1e) PACT HORIZONTAL SLIDING WINDOW aRAww on ISSILE IMPACT RESISTANT I.A./La./M.C.v. 290 WEST 78 ROAD 06/23/09 HMLEAH. F4 33014 047E PHONE: (305) 668-61 OJ FAX: ('.N51)m658-8886 www.9on" PGol.eom 09-11 S W" xn nv. n. aus�na yn ORAWNG Ne 1 SHEET 7 OF 14 ISEE SCHEDULE #2 1" x P.T. N SHEET 12, 0.25" 0.25" WOOD BUCK MAX, SHIM ® (SEE NOTE 8/1) 2 SEE SCHEDULE g2 3 e ON S�12. 8 3 E (SEE NO (SEE NOTE 9/1) E.D. MIN. (SEE NOTE 9/1) ROME NOTE 9 ® EMBEDMENT SEE TE 9/1 E.O. 2"x P.T. S (SEE NOTE 9/1) 5 . WOOD BUCK (SEE NOTE 8/1) "0" MAX. ON (SEE SCHEDULE jl1 ONSHEET12) SEE SCHEDULE �1 ON SHEET 12) SEE "c" MAX i L. SHEET 12 wia (SEE NOTE ON SHEEP 4) W2* (SEE NOTE ON SHEET 4) wie (SEE NOTE ON SHEET 4) MAX. FRAME WIDTH (SEE SCHEDULE 1 ON SHEET 12) POURED CONCRETE OR STEEL MEMBER BY CONCRETE BLOCK WALL REO'D. OTHERS SHALL CONFORM TO A.S.T.M. A-500 A-653 OR 06 MINIMUM WALL 12 WALL (0.106 EXTERIOR MIAMI DADE COUNTY THICKN?S.APPROVED MULLION r 0.25" 0.25" (UNDER SEPARATE APPROVAL) I t� u MAXSHIM 2 ® 1/8' MINIMUM WALL THICKNESS F - I 3 * 8 8 3 ALUMINUM ALLOY 6063-T5 (SEE NOTE B„) I ®* MM. E.D. EMBEDMENT - - I(SEE NOTE 9/1) (SEE NOTE B/1) - - - - '- - _ - - - - I .�I-(,�.�, SEE SCHEDULE /2 ON SHEET 12. E. (SEE NOTE 9/i) ! 8 _ _ I E. . (SEE NOTE 9/1) MIN l-yJ 3 yl 'N yENT SEE ENSEE SCHEDULE OTE 9/1 ® ON SHEET 12.2 (SEE SCHEDULE ON SHEET 12) "e” MAX. O.L.O. MAX. D.LO. (SEE SCHEDULE i1 ON SHEET 12) (SEE SCHEDULE #1 ON SHEEP 12) WI* (SEE NOTE ON SHEEP {) W2e (SEE NOTE ON SHEET 4) w1• (SEE NOTE ON SHEET 4) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) EXTERIOR {'SEE SCHEDULE /1 ON SHEET 12 SECTIONS C -C (*/XOXi SCALE 1/2" 1" FLORIDA BUILDING CODE (High Valocdy Humlom Zone) 02009 IXTE9O WC. SERIES I= HIGH IMPACT HORIZONTAL SLIDING WINDOW DRAWN aY: AypXOvcd mea,nplying with The LARGE MISSILE IMPACT RESISTANT Plo i 3141'" Code �C« w POO 7'� i C O INC. 290 WEST TB ROAD 06/23/09 NOAff Tr-.---rx� HMLEAH. FL. 33014 DATE ML•ml ^. •'Pr Conhol TN1R TL1nINt2 a [NOBI[vl11W COYFANY PHONE: (306 566-6103 «q, 1An ar wroMu ewmma, n Aa,« FAX: 1395 568-0685 09-118 By �, +�� nem l�«�6t,-,e«'. w (a«len-1«, a www.g Oeotcom s -mall: Mt -owl.— DRAWINO No EB -0006719 wn. ,o oOpRT¢Y art RY'Ne anels,wll W[ WALTER A. TILLIT Jr. P.E. ql MW&DADE COUNTY RE SEAUBKiNATURESIATE FLORIDA U.44i�7 I aH6ET s M t4 1" x P.T, SEE SCHEDULE #2 WOOD BUCK ON SHEET 16. 025" (SEE NOTE 8/1) 0.26" MAX, SHIM SEE SCHEDULE #2 1 ON SHEET 12. w 8 S 3 A E.D. (SEE NOTE 9/1) 04 E.O. (SEEMOTE BEDM 8 " •MIMS�T NDTE 9 _ 8 (SEE NOTE 9J1) — (SEE r6)rE s/t ) 2"x P.T. S E. S WOOD BUCK (SEE NOTE 8/1) "9' MAX, D.L.O. (SEE SCHEDULE /1 ON SHEET 12) "c" MAX, D.L.O."o" MA%• D.LO. (SEE SCHEDULE 1 ON SHEET 12 (SEE SCHEDULE #I ON SHEET 12 wl* (SEE NOTE ON SHEET 4) W2* (SEE NOTE ON SHEET 4) w1* (SEE NOTE ON SHEET 4) STEEL MEMBER 8Y MAX. FRAME WIDTH (SEE SCHEDULE /1 ON SHEET 12) POURED CONCRETE ORCONCRETE OTHERS SWILL CONFORM BLOCK WALL REO'D. TO A.S.T.M. A-500 A-653 OR A-36 W/ 12 OAfiE� EXTERIOR DAM COUNTY MINIMUM WALL TTHHICKNESS. APPROVEDMIAMI MULLION �,ZS' � X 0.25" (UNDER SEPARATE APPROVAL) , SHIM � 1 1/8" MN9NAUM WAIL THICKNESS E.D. ( ALUMINUM ALLOY 6063-T5 (SEE NOTE 9/1)3 * 8 8 E. 3. EMBEDMENT ' ENT (SEE NOTE 9/1) (SEE NOTE 9/1) ( _ _ � _ 'I 1 _ — __ = _ f SEE SCHEDULE 02 1 ON SHEET 12. E. . ry 1 (SEE NOTE 9/1) I' II(SEE NOTE 9/1) S S MIN. EMBEDMENT ® SEE SCHEDULE ff2 ON SHEET 12. "0' MAX. D.LO. (SEE SCHEDULE N1 ON SHEET 12) MAX. D.L.O. (SEE NOTE 9/1) "9" MAX D.LO. (SEE SCHEDULE #1 ON SHEET 12) (SEE SCHEDULE /1 ON SHEET 12) w1* (SEE NOTE ON SHEET 4) w2* (SEE NOTE ON SHEET 4) wi* (SEE NOTE ON SHEET 4) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) EXTERIOR *SEE SCHEDULE #1 ON SHEET 12 ACTIONS D-D (XOXi SCALE 1/2' 1" FLORIDA BUILDING 0.013E (H 9h Val oeNy Hufflum Zone) mae69 TUTOO INC. SERIES18000HIGH IMPACT HORIWNTALSLIDING WNDOW ONAvm 9r: App roved as o=rl*4 Md, W6 Pg"' Bvu^ 1' Cod¢ Cte.:R T ! /► 2C O LARGE MISSILE IMPACT RESISTANT 1A1./L0./hLC.v. "I 7B ROAD 06/23/09 ■!� iR INC. 290 WEST H, FL, 33014 DATE Alv: TAlJT 71CfTNiB • ! COMPANY PHONE: (3�) 568-8103 ONE' ON N,w. ,xq. w,� u'. aae. wnNnA 0�=o n Ulm FAX: 706 658-8888 Ana,.: (ToeNTt-taA . : (welch.tall *wr.q*n*TolimpaeLcom 09-119 a--I: Wtemgael.wm EB-0006719 .DRAWINO Ne MMAIFDAOE COUNTY P.E. BEAUBKMNATURFJDATE t"�L�"oRA. IDDA Uc, 4JT 4157 .E. �� ~ 9D �9 �, awnnNl oNT at(Eer 9 of 14 EXTERIOR rtSEE SCHEDULE /1 ON SHEET t2 SECTIONS E—E OXO) SCALE 1/2' • 1" APPo-d m oom0yI%xhhtbo Ftcrldo Bu3' ' Code Nilhii - I;�3 / tf..xrt L•^• Dives Br MUMFDADE COUNTI' ,,•�..,• J"�TRAIT �' 'r✓'1/ j PE BFAUSIGNATUREIDATE 020M TLLTECO INC. TIL E C Q ENC. tittlita 16DW rnur LARGE HIAIFAH, FL. 33014 ytn" 0 6NotM[LRMO OOMPbW 1111 F.W. JNA A 14 i06. MRO 0.MOp1, M 131M Paan inaY-1 vjtseeooel.pom 71-INI roA-0006719 wFLORIDA U9.. 41167 'E' • w1 FAX (306 566-8985 SEE SCHEDULE #2 ON SHEET 12, 9/1) REDID. NESS )ULE #2 12. FLORIDA BUILON G CODE (Hip VBIOGty Huft" Zan*) NPACT HORIZONTAL SLIDING WINDOW oRAww 671 ISSILE IMPACT RESISTANT_ 280 WEST 78 ROTO 08/23/09 HIAIFAH, FL. 33014 DATE PHONE: (SOS 568-8103 FAX (306 566-8985 1 wwW. aeon 09-119 reM1n ux xr'r a m Mumma No flaq SHEET 10 OF 14 SEE SCHEDULE 02 ON SHEET 18. (SEE NOTE 9/1) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T,M. A-500 A-65 OR A-36 W/ 12 GAGE- (0.108 AGE ��K8MINIMUM WALL (SEE (SEE EXTERIOR w --SEE SCHEDULE /1 ON SHEET 12 SECTIONS F -F (XO) SCALE 1/2- - 1- Arrmod as cnmvIyinBwith Gla NMk1.Tdo Ca 10 HIGH IMPAOTHORIZONTAL SLIDING WINDOW 02000 Tu1Eco wc. IL ECO,N-. I.A./Lo./M.D.V. T. TLBIINo A BNONBiI11Mo cowixy ' HIALEAH. FL 33014 DAT[ H Y �Z�� nss w. 7�q p a. 9pG ware n aa1N dna. (awM>�-iew.ra (xoea j"I 'mt s -mall; gltaoYaeLoom 09-119 S mlrner aar Nv. w aranwe art 'T—TI 807'9 COUNTY P.E. SEALISIONATUREIDATE P.E.MIAA9-0ADE WALFl�ORIDA U. 44111 SEE SCHEDULE #2 ON SHEET 12. E. . (SEE NOTE 9/1) i I) E.D. (SEE NOTE 9/1) CONCRETE OR E BLOCK WALT. REVD, COUNTY IULLUON RATE APPROVAL) UM WALL THICKNESS ALLOY 6083-T5 /1) SEE SCHEDULE 02 ON SHEET 12. /11 FLORIDA BUILDING CODE (I&W VelocHy Hunksno ZOM) 10 HIGH IMPAOTHORIZONTAL SLIDING WINDOW tR1AwN N: LARGE MISSILE IMPACT RESISTANT I.A./Lo./M.D.V. 2910 HEST 76 ROAD 08/23/09 HIALEAH. FL 33014 DAT[ PHONE. (308 988 -8103 TAXI (306 398- 8688 www, mpaat.". 09-119 S mlrner aar Nv. w aranwe art DRAWING N. avow. 1 s SK9T 11 OF 14 HORIZONTAL SLIDING WINDOW - SCHEDULE # 1 XOX WINDOW MAXIMUM CASE # DESIGN LOAD MAXIMUM WATER PRESSURE MAXIMUM FRAME WIDTH MAXIMUM FRAME HEIGHT MAX OPERABLE QQ WINDOW WIDTH W1 MAX FD(ED (0) WINDOW WIDTH W2 MAX OPERABLE QA D.L.O. WIDTH "A" MAX FO(ED (0) D,L.O. WIDTH "c" MAX OPERABLE QQ OR fD(ED (0) D.L.O. HEIGHT i1" REWD GLASS TYPE I +100, 430 pat +15 psf. 111118" 631/4' 371/16" 37" 33112" 3312" 56114" — 298 II +100,430psf +15 Pd. 1111/8" 63 IW 281/16" 55" 243/4" 51" 561/4" 298 III +90, -100 pef. +13.5 psf. 111 18" 74114" 371116" 3T' 33112" 3312" 671/4" 29A Rr +90,•100psf +13.5pef. 1111/8" 741/4" 281/16" 55" 243/4" 51" 671/4" 29A 3r +100, 450 pef. +15 psf. 961/4" 831/4" 321/8` 32" 28 318" 28 SW 5e 1/4" 298 XO OR (OX)4NNDOW CASE# MAXIMUM DESIGN LOAD MAXIMUM WATER PRESSURE MAXIMUM FRAMEWIDTH MAXIMUM FRAMEHEIGHT MAX OPERABLE (() WINDOWWIDTH W1 MAX FD(ED (0) WD@OWWIDTH W2 MAX OPERABLE (X) D.L,O.WIDTH "B" MAX FD(ED (0) DL.O.WIDTH "c" MAX OPERABLE QQ OR FD(ED (0) D.L.O.HEIGHT "b" REO"D GLASS TYPE I +100,450pef. +15psf. 741/4" 501/4" 3718" 37 i8" 33911W 33911W 49114" 298 II +100, -130 pef. +15 psf. 74114" 83 IN' 3718" 37118" 33 9110" 33 W187 1 /2" O.C. 56114" 298 III 1 +90,-100p6f. I +13,5pef. 741/4" 1 741/4" 37118" 37 t8"339/18" SEE DETAIL 2 6 ANCHORS 339110" 871/4" 29A >V +100, -15O pef +15 p6f. 80114" 1 00114" 30118• 3018" 26 9/16" 26 9M 6" 531/4" 29B MAXIMUM ANCHOR SPACING BBS" - SCHEDULE A2 SUBSTRATE ANCHOR TYPE NEGATIVEHEAD/SILL DESIGN LOAD (PSF) HEAD/SILL JAMB REQUIRED ADDITIONAL ANCHORS CONCENTRATION AT MEETING STILE CONCRETE OR BLOCK (SEE r471E 9A t>RA) 1/4"0 BUILDEX TPPCOI 80 or leas 9" O.C. 9" O.C, SEE DETAIL 2 (6 ANCHORS) a 80 up o 100 7 1/4O.C. 7 1 t " /4" O.C. SEE DETAIL 2 (6 ANCHORS) > 100 up to 130 5 1/2" O.C. 5 1/2" O.C. SEE DETAIL 2 (6 ANCHORS) > 130 up to 150 4 3/4" O.C. 4 3/4" O.C. SEE DETAIL 2 8 ANCHORS METAL (W NOIE W) t/4"0 -t41 BUILDEX TEK SCREW 80 or lose 9" O.C. 9" O.C. SEE DETAIL 1 (4 ANCHORS) -80 up to 100 9" O.C. 9" O.C. SEE DETAIL 2 (6 ANCHORS) a 100 up to 130 7 1/2" O.C. 7 1/2" O.C. SEE DETAIL 2 (6 ANCHORS) a 130 up to 150 6 5/8" O.C. 6 5/8" O.C. SEE DETAIL 2 (6 ANCHORS) WOOD � rate Km) ,1//140 g-CR74EM/�BUILDEX 60 or less 9" O.C. 9" O.C. SEE DETAIL 1 (4 ANCHORS) > 80 up to IGO 9" O.C. 9" O.C. SEE DETAIL 2 (6 ANCHORS) > 100 u to 130 P 7" O.C. 7" O.C. SEE DETAIL 2 (6 ANCHORS) > 130 up to 150 8" O.C. 6" O.C. SEE DETAIL 2 6 ANCHORS Approved ss complying with Bre "FIdaBtId-*)L9--9MielTuOG.W/ MIAMWgOE ODUNTY MEETING STILE 3'-4— 4" --i Y E— 4"—i - 3„ v OR G�br AS APPLICABLE DETAIL 1 AT HEAD & SILL 4 ANCHORS P.E. 8FAMONATUREIDATE HEAD/SILL 02008 TATECO w- IL ECO INC. TfUff iCUM t CO ANY 8308 NW. ate. at, 8b. ]00. WMO " 33111 vnsw + I3oeNT1-ts�w . t 1-1mt e -moll: teboo0aol.00m ED -0006719 WALTER LIc. 441 b7 E MEETING STILE AS APPLICABLE DETAIL 2 AT HEAD & SILL 6 ANCHORS FLORIDA BUILDING CODE (High VslOdty Hurdcene Zone) WPACT HORIZONTAL SLIDING WINDOW1 DRAWN eY: MISSILE 9dPACT RESISTANT LA✓LO./M.C.Y. 290 WEST 78 ROAD 06/23/09 H4HFAH, FL 33014 DATE PRONE: ( 558-6103 F. 3a6 sa6-8666 09-119 www.gmewllmp9ct.Com idan WA Illy. M 313elWllel %1t DRAWING No 2/ a SHEET 12 OF 14 WtCH ---r 1 (2) #8 x 1" P.H. c SEALED W/ 2© CONT. All AROUND/ CONT. ALL AROUND v ' CONT. ALL AROUND 1 CONI. / � (T'rP.) ALL AROUND/ 1 / i977 (2) 18 SEALED2W/.© SMS CONT. ALL AROUND 15 (2) #8 x 1" PM� SMS SEALED W/ l4J (3) 18 x 1" P.H. SMS SEALED W/2Q CORNER CONNECTION AT HEAD/SILL & FIXED SASH SCALE- 1/2"— 1" ADpramd w cmr*IyM W'pA dD MPACT HOR1 MAL SUaIG Y09 M sum Dr. NOAD - I�Q�f LA`/ -D- '�O�tMt A9EsrDi cad HOLFAH. R. 33014 Tuff 1—man a CONrANY PHow- (305) 5w -9/a3 6TJ51LY. 3WA !.. Sla 305. NAiM 0 fl 41M ,530. : 13o5)eA-,sJI, a Z a �— o MPASCADECCUM PES IGHATUREAATE WALTER A.A. T1WT�Jr.. P.E. 44 ELORIOA Ua ,67 nDRIDA SMI)MG CODE (Hy, Vebtl1Y H uoi=* ZD11D) MPACT HOR1 MAL SUaIG Y09 M sum Dr. NSSLLE MPACT RESI.STAW LA`/ -D- M WEST n ROAD 06/23/09 HOLFAH. R. 33014 DATE PHow- (305) 5w -9/a3 ,a_ ORAWM 3a a". w n' m SHM 13 OF 14 15 (2) #8 x 1" P.H. SMS SEALED W/ 0 , i, ALL CONT. ALL AROUND (2) #8 x 1" P.H SMS SEALED W/ lJ I CONT. i ALL AROUND i J EV t 1 rJ (2) #8 x 1" P.H. SMS SEALED W/ 1 5 (2) #8 x 1" P.H. SMS SEALED W/ CORNER CONNECTION AT VENT SCALE: 1/2"= 1" FLORM BUflDMG CODE OW VS§Mft HMIM* Zone) eaow vollm eac. SEFjEsiwmHr.HimpAcTHoRooNTALum4Gwimm ORA m e7: m, Ner LARGE MISSILE N,�ACT RESISTANT _ z IL E C O i mc. 290 WEST 78 ROD FL HIAILFAK 33014 09 h�09 TRW To"Mo a Emawn im compmY W-81 (305) 958-810.5 tl �L_lam/ sas k. Sm s a. los w,crn aa� n sn" nnr : -1Stl (165p1iMU, Fac: (309) "^ `8 liww-9YWOP1pUL�•a0M s `�rctGv fH�fb+s 09-119 OUVAM ra MMMAAUE COUNTY f PE SEAVINGMTUREM7E m-0008�ita 1GL7FR A. 71LUT &.. PZ FLORIDA U.. 44187 yet r a�oet ots a. r Wt t a 4MU 14 OF 14 MIAMFQADE MIAMI-DADE COUNTY, FLORIDA t METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.maimidade tov/buildinecode Florida Window Systems, Corp. 7191 NW 77 Terr. Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHD (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DINCRWTION.-— L.M.I. APPROVAL DOCUMENT: Drawing No. W03-36, titled "Alum. Outswing Casement Window (L.M.I.)", sheets 1 through 6 of 6, dated 05/28/03 with revision B 06/20/07, prepared by Al-Farooq, Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Lama =i Small Nlisdle Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure ' to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 03-0612.04 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. NOA No. 08-0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 Page 1 r1401U,^ vtool, it 3-3 Florida Window Systems-, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03-36, Sheets 1 through 6 of 6, titled "Alum. Outswing Casement Window (L.M.I.)", dated 05/28/03 with revision B dated 06/20/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI-03-1312 dated 4/17/03, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03-0612.04) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked., up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI-02-1752 dated 12/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03-0612.04) 3. 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 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI-02-1230 dated 6/23/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03-0612.04) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI-02-1751 dated 12/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03-0612.04) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI-02-1235 dated 7/3/02, signed and sealed b Rafael Droz, P.E. (Submitted under previous NOA #03-0612.04) Manuel Pp , P.E. Product Control Wminer NOA No. 08-0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 E-1 Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by Al-Farooq Corporation, dated 6/18/07, signed and sealed.by Humayoun Farooq, P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03-0916.02 issued to Nebula Glass International, Inc. for their KGlasslam Safety- Plus - Laminated Glass" dated 10/23/03, expiring on 09/09/08. 2. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. F. STATEMENTS 1. Statement letter of conformance, dated June 18, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated June 18, 2007, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 03-0612.04, issued to Florida Window Systems for their Aluminum Casement Window, approved on 09/18/03 and expiring on 09/18/08. Manuel Perez Product Control Exa r NOA No. 08-0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 E-2 SIICONE DOW CORNING 995 GE 4000 1/8" ANN. GLASS .080" INTERLAYER O lAM SAFETY—PLUS .Oi0" PET FILM 080" INTERLAYER GLASSCAM SAFETY—PLUS I� rSILICONE � CORNING 9954000 fREMOLAZE 5-500 S`:IdRdi�i; 1 ANCHOR READ. 13 1/2" MAX 5" MAX. AT EACH SIDE OF IMPOST HEAD/SIU. HEAD/SILL CORNERS SURFACE APPLIED�_�\ i FALSE MUNTINS A OPTIONAL I u / II / 11 / n E n \ n n \ lM I B THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. 30 18/18" 30 is/18" SHUTTERS ARE NOT REQUIRED. D.L. OPG. D.L. OPG. 35 7/8" 3s /e" ALUMINUM OUTSMNG CASEMENT WINDOW VENT WIDTH VENT WIDTH DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 74" CHARTS SHOWN ON SHEET 2. Mmnnw WnTw 090" INTERLAYER SAFLEX/KEEPSAFE MAXIMUM 1/8" ANN. CLASS SILICONE TREMCO TREMGLAZE 5-500 I WDW. APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS D VENT WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT/CASMT OR CASMT WITH OTHER R WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING O ;;P, MIAMI—OADE COUNTY APPROVED MULLIONS IN BETWEEN. n ANE LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL C_ :� CORNING 998 WILL APPLY TO ENTIRE SYSTEM. WOO 1/8" HEAT STREN'D. GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING .060' INTERLAYER HIGH VELOCITY HURRICANE ZONE (HVHZ). SAFELY—PLUS 010" PET FN.M WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER e 080" INTERLAYER LOADS TO THE STRUCTURE. GLASSLAM SAFETY --PLUS ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON QUAILS. ANCHORS 1/8" HEAT STREN'D. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS SILICONE ARE ARE NOT PART OF THIS APPROVAL. DOW CORNING 993 GE 4000 A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF '» ANCHORS INTO WOOD ONLY. g MATEIMS INCLUDING BUT NOT LIMITED TO STEEL/NEIAL SCREIM THAT COME INTO g m CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MELT THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 1, � FAMW TS13�'� S1TtUCtURES PgOOUCTltBVNBBO FLA. PE f 15857 .aorsplg189xNAt9f6k11M \539 CAN.bWdka Al akaSeSNo Cft of goa L drawing no. GLASS $�2, TYPE DLV W03-36 ' SEE TYPICAL ANCHORSV*,U ELEV. FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV, FOR SPACING SEE ELEV. FOR SPACING 1 Z gn h ... f METAL iffyMETAL MIAMI-DARE COUNTY APPROVED 71AOOD BUCK MULLION k MULLION ANCHORS C SEE SEPARATE NOA OR RUCK WOOD STIR n 8 ti � Rv�i O 9 7 IE H 2 T �i TYPICAL ANCHORS W 0 4 ; SEE ELEV. FOR SPACING s WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WOW, SYS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM =; AND TRANSFER THEM TO THE BUILDING STRUCTURE. ! N Lo m 1 TYPICAL ANCHORS' SEE EIEV. FOR SPACING 1/4" TAPCONc INTO 2BY WOOD BUCKS OR WOOD STRUCTURES w 1-1/2" MIN. PENETRATION INTO WOOD 3 THRU lay BUCKS INTO CONC. OR MASONRY tO 1-1/4" MIN. EMBED INTO CONC. OR MASONRY M c y3/10- TEKS OR SELF DRILIIND SCR INTO METAL # STRUCTURES i STEEL z g � ?S : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL CONTACT WITH ALUMINUM PLATED OR PAINTED) O J �+ IN TO BE c 910 SMS OR SrLF DRILLING ING SKEWS INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. s .090'7 (NO SHIM SPACE) TYPICAL EDGE OIST MP c 4 ' INTO CONCRETE AND MASONRY - 1-1/4" MIN. l INTO WOOD STRUCTURE m 3/4" MIN. r 2. INTO METAL STRUCTURE m 3/4" MIN. $ 9 SEALANTS 8 ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. m 2 n I ,! Emom DR. HUMAYOUN MW PNOWJCTR.EVIBBD .. � mgt AUC//R1�3 T tl9ouep��L@aa11RYA61C1� , drawing no. TYPIC ANCHORS .an/gl SEE ELEV. FOR SPACING W03-36 sliest 3 of 8 I3 3/16• MAX. (�(;\j i/2' X 5/B' X 2' I.ONO ® 7 SHIM ALUM BARS, 2/ VENT AT B' FROM TOP 6 BOTTOM 1/4" MAX. 10 SHIM MIAMI—DADE COUNTY APPR,D MULLION SEECAL ANCHORS ELLEV, FOR SPACING FASTENED W/ (2) /B X 1' FH SMS _ SEE SEPARATE NOA TYPICALANCHORS1 7 ley 11 3 `WOOD BUCKS FOR SPACING r ------ SCREEN OPT. �� • < C � � g a d zzss � �S B J EXTERIORSEE ELEV. FOR SPACING IWNDOW WIDTH WINDOW WIDTH STRUCK E 2 4 DL. OPG. vC r in VENT WIOTIN $ WINDOW WIDTH 3 SINGLE VENT WINDOWS t2 W x W po? 4 zM R REIFORCING � r -,M ~ SESH 2 FOR CAPACMES 1/4' SHIM MAX. © 1/2 X 5/8' X 2' LANG Ismm TO x PAWW WITH A NEWY SOMM BnU wm PMNs OR K aALVMOZFD) E Z VENT AT 6 FROJM M TTOOP & BOTTOM f0 I/4" MAX. BY WOOD BUC FASTENED W/ (2) /B X I" FH SMS SHIMS 1 3 14 �J 7 ii 15 •v.v TYPICAL ANCHORS ----- — — SCREEN OPT. �� _� ---------SEE ELEV. FOR SPACING B ANCHORSD.L TYPICAL S OPD. 2 4 D.L OPG. m FOR SPACING VENT WIDTH VENT WIDTH i EXTERIOR < m WINDOW WIDTH DUAL VENT WINDOWS PBZi3791C� N vt:rta OW. DR. NUMAYOUN POWSTRUCTURESgg FIA PE / 18557 tOR"{ :1Y tYia�! 6'ai $ CAN.3538 }y !q 5a•a.. Ac iY .... try Yt.T"✓i3 drawing no. 11j B;,#w;, sC'rcrneN D1v on W03-36 Bhoet 4 of I M Z g �e CORNER KEY { ALUMINUM 4 f 2 a 4 i r CORNER KEY ALUMINUM � Af i I FRAME CORNERy 3 ALL FRAME AND VENT CORNERS TO BE 0 9 3 SEALED WITH wHWALUM COLORED SEALANT. J n 71 12 8 c� IMPOST CORNER •jb S m . F STRUCTURES qy tura ; w4SSa1�1ta}ww .. CA.N. t!057 VENT CORNE Py,y T dww{ng no. aheet of 6