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RC-07-1859 Permit N O. RC -8 -07 -1859 r ORE, Mi ami G ®` Miami Shores Village Permit Type: ReSidenbal Construction J y 10050 N.E. 2nd Avenue n ' Work Classification. Alteration — Miami Shores, FL 33138 -0000 Permit Staters: APPROVED >� Phone: (305)795 -2204 ®Rtvp" I ssue = D a te: 111512007 F Expi ration: 10 /2008 Project Address Parcel Number Applicant 1200 NE 97 Street 1132050090620 Miami Shores, FL 33138 -2560 Block: Lot: GABRIELA CONRERAS Owner Information _ Address _ __....... „Phone _ _ Cell GABRIELA CONRERAS 1200 NE 97 Street (05)759 -0860 (305)804 -7663 MIAMI SHORES FL 33138 -2560 Contractor(s) Phone Cell Phone Valuation: $ 15,000.00 ALEF CONSTRUCTION GROUP LLC (305)944 -8300 Total Sq Feet: 1000 Approved: Yes Available Inspections: Comments: Inspection Ty pe: Date Approved: 9/4/2007: Yes Insulation Date Denied: Tie seam Type of Construction: NEW UTILTY ROOM, DECK Occupancy: Single Family Shutter Final Stories: NA Exterior: NA Drywall Screw Front Setback: NA Rear Setback: NA Termite Letter Right Setback: NA Ceiling Grid Left Setback: NA g Slab Bedrooms: NA Bathrooms: NA Window and Door Buck Plans Submitted: Yes Certificate Status: Shutter Attachment Certificate Date: Additional Info: Framing Bond Return : Classification: Residential Final PE Certification Fill Cells Columns Fees Due Amount Total Amt Paid Amt Due Window Door Attachment Bond Type - Contractors Bond $300.00 -- CCF $9.00 $ 0.00 $ 0.00 $ 0.00 Education Surcharge $3.00 Notary Fee $5.00 Payment Type: Permit Fee - Additions /Alterations $450.00 Plan Review Fee (Engineer) $60.00 Plan Review Fee (Engineer) $60.00 Scanning Fee $48.00 Submittal Fee ($250.00) Technology Fee $11.25 Total: $696.25 V NOV 0 8 2007 MIAMI SHORES VILLAGE In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS. ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhennore, I authorize the above -named contractor to do the work stated November 05, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Monday, November 5, 2007 1 3 II41 o 8I 4?WL' MC ME M Miami Shores Village Building Department OCT 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 B Y -- . - � ° - - -° Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING �Iv Permit.Np. _ PERMIT APPLICATION Master Permit �4 FBC 2004 Permit T (circle): B il i Roorm �365) 90-?L : 76 63 Owner's Name (Fee Simple Titleholder) d 6 OR/EA j j' /Z/(7 Phone # (30,5 5T ®8 60 - Owner's Address �� /V� 6 City r �S 0 ;- S state fL zip 3 3 I �3f3 Tenant/Lessee Name Phone # Job Address (where the work is being done) 1000 Al r- �' 3 c51 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name lJC_AlaCTTOJ WOP CC, Phone # 7 �� Contractor's Address 2,Cb ( U m)y 2 City CZV lW `f kC� V State � Zip Qualifier Name Phone # 171 9 4 Qo 3 State Certificate or Registration No. CPC, ll AZ5 `X Z- Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 16 , 0 00 Square / Linear Footage Of Work. Type of Work: ',Addition DAlteration ONew Repair/Replace ❑ Demolition Describe Work: NEW rq OV VCCK an 04GK Phi© NEW Uf(lrhl eQQM 4"d W -LACE oil SICE YAL NSA/ =P,5 i° VWA j0"M Orl/ 01NV,,6 10 & d r4® ra EXiSt�NG 1 Submittal Fee $ Permit Fee $ J ' ' CCF $ 'q CO CO /CC �© Notary $ Training/Education Fee $ Technology Fee $ , 7 Scanning $ �� Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ $ Structural Review. $ _ 0 To Now D : NOV 082007 see Reverse side MIAMI SHORES VILLAGE Bond- Bond' City Mortg Mortg W ' City F LL - W U p O Applic W (L p > at no work or installation has Comm 1� — = Z m Wdards of all laws regulating constn WORK, PLUMBING, SIGNS, wE \� = OWN N 4 N be done in compliance with all applicd H v \ "WA Q p LLI �' MAY RESULT IN YOUR PAYIN 0 p J ( yy'.. - J TO OBTAIN FINANCING, CONSI �— i— 1 oc Q a G YOUR NOTICE OF COMN U Q H N V® F Z� w W m w k U i - Q Notice 4 Z m p N O z Z `� U = ing $2500, the applicant must pramis W 0 p p Q W O 1— J J w will be delivered to the person whose � a U to Q Z w cL N to W IL t must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the . absen a of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature /� " Signature Owner or Agent o tractor (� The forego' g instrument was ac owl dged fore a this I The fore o' ,, instrument was acknowledged before me X C. .nj day of O 20 �], by yv day who is personally known to me or who has produced . who its per orally known to me or who has produced Q - identification and who did �ti OtiZu1' identification and who did take NOTARY P LIC: ti 1G�, 4's NOTARY PUBLIC: � y G`� Sign: �t� s^ Sign: Print: „...r;o Print: E'a� �J 16�audP� My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning ( Revised n 7LHM'7L APPLICATION APPROVED BY: S/r Plans Examiner Engineer Zoning (Revised 02i08f06) - -- [ RRE�E�IVV�IED I-� ... '= ® r�r This Instrument Prepared By: CT 2 5 2007 w � C[ Name N9 & Canv - = - A5 ° Addre IZ A/� � _ iylaryvli ShvjFS� FL 33138 $Y, � _' cp Permit No 1 Tax Folio No. STATE OF NOTICE OF COMMENCEMENT C3 COUNTY OF m is �r THE UNDERSIGNED hereby gives notice that improvement will be made to certain real ro e p p rty, and in accordance with y Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. �C r �� " 1. Description of property: (legal description of property, and street address if available) 54 N61 V f6tMILy' HOME IZOO NE 8467 9 5110ZI FL 3,3130 2. General description of improvement: c�+r HICK/ WcnD PECK ar7 Bace ti 71^VAC : , NB vu Vh 1 , f-• ,CcVM 3. Owner information �tv ra •a n a. Name and address: 6A&a1 G A GON7 -i � S � 9 0 g�sf. Nj'i�srvl F71 331.1 b. Interest in property: OW1 ' c. Name and address of fee simple titleholder (if other than owner): gi a!S Qwh rrb r• ._r 4. Contractor. cc U), > a. Name and address: �� « /St!'1�OJ� C jgov LLC' ��, f ,�',� y . b. Phone number. `i1g6 O`��O Z9'/ S0'nay /S /k ghl- 5. surety s Uh�1 jr /s/� SEAC�► FL n OJ � a. Name and address: j � 0 >» b. Amount of bond $ / 60 M Cd w c. Phone number. a 6. Lander a. Name and address: b. Phone number. 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: a. Name and address: b. Phone number. 8. In addition to himself. Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section G � �ZS ty 713.13(1xb), Florida Statutes: a. Name and address: b. Phone number. O 01 e. Expiration date of notice of commencement the expiration date is 1 year from the date of recording unless a different date Is p specified WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST �j INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE o v p COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. w D ® y/Are1A f AlE CoAJT SAS K p " a a Signature/of Owner or Owner's Authorized Officer/Director ' Partner/Manager m Z O Signatory's Title/ Q = a w o ng Ins nt was acknowledged before me this day of year b y o ro J name of person) s y ) o H o ( Pe n) a (type of authority, ...e.g. officer, trustee, attorney in fact) for O = s behalf of whom instrument was executed). (name of party on 011 u- w ` ! E NOTARY POUC.STATE OF FLORIDA O m '` „ "'% Claudia V Cubillos S nature of ry Nota ublic —State of orida Cr 6 z FCommissioa DD717923 Print Type, or Stamp Commissioned Name of Notary Public Q 2 ' °' . i .• r` EXPIM: SEP. 23, 2011 Commission Number BON= THHV ATLANTIC BMW CO3a1C. Personally Known _ or Produced Identification qZ1 r✓C �(� - 1 Verification Pursuant to Section 82.525, Florida Statutes I Under penalties of perjury, 1 declare that 1 have read the foregoing and that the facts stated in It are true to the best of my knowledge and belief. Signature of Natural Person Signing Above ft-S CA ow mez W ;t, , Miami Shores Village 60mm46 Building Department Aug 31 2001 10050 N.E.2nd Avenue, Miami Shores, Florida 33,138 Tel: (3 5) 7j P5.7204 Fax: (305) 756.8972 BY ---- !_____m__v BUILDING Permit No. %Zcm PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): id dm* "g Roofmg Owner's Name (Fee Simile i e o der) e ®�j Phone # T5 Qg Owner's Address i1�� ®�� .804 woC 3 City O i kil ► — State F Zip �a;�` j Tenant/Lessee Name Phone # Job Address (where the work is being done) _ 1 zoo I 1 d2 �5T City Miami Shores Village County Miami -Dade Zip �� I FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name I Pic , Phone () 6 7 1 Contractor's Address - 615 N 1 6 7 I �r - e � I-;F 1M-17; - [ . City 9� 1 AH State �FL Zip '5� 17 2. Qualifier Name l. 65 mi,1 -kH X UZZj Phone # - 7 Y(3 &f(a State Certificate or Registration No. P5 I ZA & 60 Certificate of Competency No. ArchitectT-ngineer's Name (if applicable) ?L Phone # I Value of Work For this Permit $ ��t Q� Square / Linear Footage Of Work: Type of Work: M []Alteration []New 19 Repair/Replace ❑ Demolition Describe Work: CO p) oq OD 00 b l ok-j ow- pol ®1 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permi>L,and Chat 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 MIPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As it condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for. the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature /� / G?'YI � /1L -- Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this ZRA The foregoing ' ent was acknowledged before me this 2 4 - N day of M 0 S' , 20 } by � Non— t-- day of A� 60 .Sq7 . , 20®+ by h who '(personally know o me or who has produced AP— who is rsonally known o me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY P LIC: NOTARY L IC- ;��' ALEJANDRO E. NIETO- ALEJANDRO E. NIETO =': •'c MY COMMISSION # DD619738 ?.`,' : Sign: EXPIRES December 06, 2010 Sign: j ��, MY COMMISSION # DD619738 =xpIRr-q n 05 5101 Print �r� }+ ( 140 FloridallotaryServtCe.com Print: - �"C iFF p .. 153 _ rvice.wm My Commission Expires: My Commission.Expires: Inspection Worksheet r <ee oom Miami Shores Village {{ 10050 N.E. 2nd Avenue Miami Shores, FL R _ •�� Phone: (305)795 -2204 Fax: (305)756 -8972 :::� >:: s::<::::�:; ::� >::::: >: <:::;:<::<: fs ::: ... :: . : .... ......:: ....... : .... >: : .; .... :» ss>::>::»::>:<:::>:<::«:>:: s:«:: <::: >:: >:: » >s::s: >;;;f >:<:s:::: s >ss:<::::� :««::: >::s:::::�:� ssss: «<::::::::::: >:: >::s >:� >: >.:::s »: z:::::>:: ss:: :<::::: >:«:....,.:...,:....:s >� ...:,.:...; ....;::..,;...:: ••:: � :::: >::: Inspection Date: 03/13/2008 Permit Type: Decks /Gazebos/Trellises Inspector: Dacquisto, David Inspection Type: Survey Final Owner: CONRERAS, GABRIELA Work Classification: Deck - Wood Job Address: 1200 97 Street NE Miami Shores, FL 33138 -2560 Phone Number (05)759 -0860 Parcel Number 1132050090620 Project: <NONE> Block: Lot: Contractor: ALEF CONSTRUCTION GROUP LLC Phone: (305)944 -8300 Buildina Department Comments CONSTRUCTION OF WOOD DECK ON THE BACK, NEW STORAGE ROOM, NEW WOOD FENCE, DOORS Inspector Comments Passed El Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, March 13, 2008 Page 1 of 2 M � Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03113/2008 Permit Type Decks /Gazebos/Trellises Inspector: Dacquisto, David Inspection Type: Survey Final Owner: CONRERAS, GABRIELA Work Classification: Deck - Wood Job Address: 1200 97 Street NE Miami Shores, FL 33138 -2560 Phone Number (05)759 -0860 Parcel Number 1132050090620 Project: <NONE> Block: Lot: Contractor: ALEF CONSTRUCTION GROUP LLC Phone: (305)944 -8300 Building Department Comments CONSTRUCTION OF WOOD DECK ON THE BACK, NEW STORAGE ROOM, NEW WOOD FENCE, DOORS Inspector Comments Passed Failed Correction ,Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, March 13, 2008 Page 2 of 2 WON Inspection Worksheet oi VIVO, Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Sfit681N 9. Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/25/2008 Permit Type: Decks /Gazebos/Trellises Inspector: Dacquisto, David Inspection Type: Survey Final Owner: CONRERAS, GABRIELA Work Classification: Deck - Wood Job Address: 1200 97 Street NE Miami Shores, FL 33138 -2560 Phone Number (05)759 -0860 Parcel Number 1132050090620 Project: <NONE> Block: Lot: Contractor: ALEF CONSTRUCTION GROUP LLC Phone: (305)944 -8300 Building Department Comments CONSTRUCTION OF WOOD DECK ON THE BACK, NEW STORAGE ROOM, NEW WOOD FENCE, DOORS Inspector Comments Passed i �/ Failed El_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, March 25, 2008 Page 1 of 2 g Inspection Worksheet Miami Shores Village �® 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ix - a Inspection Date: 04 /0112008 Permit Type: Decks /Gazebos/Trellises Inspector: Grande, Claudio ct um Inspection Type: Final Building Owner: CONRERAS, GABRIELA Work Classification Deck - Wood Job Address: 1200 97 Street NE Miami Shores, FL 33138 -2560 Phone Number (05)759 -0860 Parcel Number 1132050090620 Project: <NONE> Block: Lot: Contractor: ALEF CONSTRUCTION GROUP LLC Phone: (305)944 -8300 Bullding Department Comments CONSTRUCTION OF WOOD DECK ON THE BACK, NEW STORAGE ROOM, NEW WOOD FENCE, DOORS nspector Comments Passed cc Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, March 31, 2008 Page 2 of 2 %_ Inspection Worksheet all Dess Miami Shores Village h 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nsp Ntinber: It Numb z Inspection Date: 11/2012007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Slab Owner: CONRERAS, GABRIELA 21 Work Classification: Alteration Job Address: 1200 97 Street NE Miami Shores, FL 33138 -2560 Phone Number (05)759 -0860 Parcel Number 1132050090620 Project: <NONE> Block: Lot: Contractor: ALEF CONSTRUCTION GROUP LLC Phone: (305)944 -8300 Building Department Comments CONSTRUCTION OF WOOD DECK ON THE BACK, NEW STORAGE ROOM, NEW WOOD FENCE, DOORS Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 60321. Missing filled cells by UNQ door way. Missing the termite treatment letter. 11/20/07 CG Failed /F�7 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, November 20, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village —°— 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/2012007 NOV 2 1 RM Permit Type: Residential Construction Inspector. Grande, Claudio Inspection Type: Foundation Owner: CONRERAS, GABRIELA Work Classification: Alteration Job Address: 1200 97 Street NE Miami Shores, FL 33138 -2560 Phone Number (05)759 -0860 Parcel Number 1132050090620 Project: <NONE> Block: Lot: Contractor: ALEF CONSTRUCTION GROUP LLC Phone: (305)944 -8300 Building Department Comments CONSTRUCTION OF WOOD DECK ON THE BACK, NEW STORAGE ROOM, NEW WOOD FENCE, DOORS Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 60325. Steel in ground shall F41- be lifted from ground a min. of 3" from dirt. Clean all dirt from footer. 11/20/07 CG Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, November 20, 2007 Page 2 of 2 Inspection Worksheet .a. ,. Miami Shores Village - 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 .T.li . . Inspection Date: 12/012007 Permit Type: Decks /Gazebos/Trellises Inspector: Grande, Claudio Inspection Type: Framing Owner: CONRERAS, GABRIELA Work Classification: Deck - Wood Job Address: 1200 97 Street NE Miami Shores, FL 33138 -2560 Phone Number (05)759 -0860 Parcel Number 1132050090620 Project: <NONE> Block: Lot: Contractor: ALEF CONSTRUCTION GROUP LLC Phone: (305)944 -8300 Buildina De artment Comments CONSTRUCTION OF WOOD DECK ON THE BACK, NEW STORAGE ROOM, NEW WOOD FENCE, DOORS DEC 0 4 2007 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP 60321. Missing filled cells by door way. Missing the termite treatment letter. 11 /20/07 CGCC Failed Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, November 30, 2007 Page 2 of 2 Inspection Worksheet tns on v Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL Phone: (305)795 -2204 Fax: (305)756 -8972 nsp �' : (- Nu RC= 5- Q7�'1:59 Inspection Date: 1112012007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Foundation RM Owner: CONRERAS, GABRIELA ? Work Classification: Alteration Job Address: 1200 97 Street NE Miami Shores, FL 33138 -2560 Phone Number (05)759 -0860 Parcel Number 1132050090620 Project: <NONE> Block: Lot: Contractor: ALEF CONSTRUCTION GROUP LLC Phone: (305)944 -8300 Building Department Comments CONSTRUCTION OF WOOD DECK ON THE BACK, NEW STORAGE ROOM, NEW WOOD FENCE, DOORS '. . ki w ' �1 1 I / V V Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 60325. Steel in ground shall be lifted from ground a min. of 3" from dirt. Clean all dirt from footer. 11120/07 CG Failed E:1 Correction Needed Re- inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, November 20, 2007 Page 2 of 2 �;s Inspection Worksheet Miami Shores Village un nm -�--- $ 10050 N.E. 2nd Avenue Miami Shores, FL '�' Phone: (305)795 -2204 Fax: (305)756 -8972 nS '� A 3 �~ Et ". '.4i .x E,2Py' } q tiLR Inspection Date: 1112012007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Slab Owner: CONRERAS, GABRIELA Work Classification: Alteration Job Address: 1200 97 Street NE Miami Shores, FL 33138 -2560 Phone Number (05)759 -0860 Parcel Number 1132050090620 Project: <NONE> Block: Lot: Contractor: ALEF CONSTRUCTION GROUP LLC Phone: (305)944 -8300 Building Department Comments CONSTRUCTION OF WOOD DECK ON THE BACK, NEW STORAGE ROOM, NEW WOOD FENCE, DOORS Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 60321. Missing filled cells by door way. Missing the termite treatment letter. 11/20/07 CG Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, November 20, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL �toai>s� Phone: (305)795 -2204 Fax: (305)756 -8972 MOW Inspection Date: 12/17/2007 Permit Type: Decks /GazeboslTrellises Inspector. Grande, Claudio Inspection Type: Spot Survey Owner: CONRERAS, GABRIELA Work Classification Deck - Wood Job Address: 1200 97 Street NE Miami Shores, FL 33138 -2560 Phone Number (05)759 -0860 Parcel Number 1132050090620 Project: <NONE> Block: Lot: Contractor: ALEF CONSTRUCTION GROUP LLC Phone: (305)944 -8300 Buliding Department Comments CONSTRUCTION OF WOOD DECK ON THE BACK, NEW STORAGE ROOM, NEW WOOD FENCE, DOORS 0 ��? ` Inspector Comments Passed AND DAVID DAQUISTO Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, December 17, 2007 Page 1 of 2 ct Inspection Worksheet Miami Shores Village V�. 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 �::::: .:.:....:......::.. Inspection Date: 12/19/2007 Permit Type: Decks /Gazebos/Trellises Inspector: Grande, Claudio Inspection Type: Tie Beam Owner: CONRERAS, GABRIELA Work Classification Deck - Wood Job Address: 1200 97 Street NE Miami Shores, FL 33138 -2560 Phone Number (05)759 -0860 Parcel Number 1132050090620 Project: <NONE> Block: Lot: Contractor: ALEF CONSTRUCTION GROUP LLC Phone: (305)944 -8300 Building Department Comments CONSTRUCTION OF WOOD DECK ON THE BACK, NEW STORAGE ROOM, NEW WOOD FENCE, DOORS DEC 1 Inspector Comments Passed cc Failed y Correction Cb Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, December 18, 2007 Page 1 of 2 ty� Inspection Worksheet Miami Shores Village trYY' td 10050 N.E. 2nd Avenue Miami Shores, FL 4p Off' Phone: (305)795 -2204 Fax: (305)756 -8972 Int� Inspection Date: 1211912007 Permit Type: Decks /Gazebos/Trellises Inspector. Grande, Claudio Inspection Type: Columns Owner: CONRERAS, GABRIELA Work Classification Deck - Wood Job Address: 1200 97 Street NE Miami Shores, FL 33138 -2560 Phone Number (05)759 -0860 Parcel Number 1132050090620 Project: <NONE> Block: Lot: Contractor: ALEF CONSTRUCTION GROUP LLC Phone: (305)944 -8300 Building Department Comments CONSTRUCTION OF WOOD DECK ON THE BACK, NEW STORAGE ROOM, NEW WOOD FENCE, DOORS DEC 19 2007 Inspector Comments Passed utility room 1) Filled cells shall be cleaned all dirt and cement. 2) Missing a filled cell on the side of the window opening. 12/19/07 CG Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, December 19, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Od Inspection Date: 01103/2008 Permit Type: Decks /Gazebos/Trellises Inspector: Grande, Claudio Inspection Type: Columns Owner: CONRERAS, GABRIELA Work Classification: Deck - Wood Job Address: 1200 97 Street NE Miami Shores, FL 33138 -2560 Phone Number (05)759 -0860 Parcel Number 1132050090620 Project: <NONE> Block: Lot: Contractor: ALEF CONSTRUCTION GROUP LLC Phone: (305)944 -8300 Building Department Comments CONSTRUCTION OF WOOD DECK ON THE BACK, NEW STORAGE ROOM, NEW WOOD FENCE, DOORS ` Inspector Comments Passed CREATED AS REINSPECTION FOR INSP 60324. utility room 1) Filled cells shall be cleaned all dirt and cement. 2) Missing a filled cell on the side of the window opening. 12/19/07 CG Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, January 2, 2008 Page 1 of 2 ? Inspection Worksheet Miami Shores Village tN( lIH� 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 n Wig, sp , Ji e 1 T- 9' Inspection Date: 01/03/2008 Permit Type: Decks /Gazebos/Trellises Inspector: Grande, Claudio Inspection Type: Tie Beam Owner. CONRERAS, GABRIELA Work Classification: Deck - Wood Job Address: 1200 97 Street NE Miami Shores, FL 33138 -2560 Phone Number (05)759 -0860 Parcel Number 1132050090620 Project: <NONE> Block: Lot: Contractor: ALEF CONSTRUCTION GROUP LLC Phone: (305)944 -8300 Building Department Comments CONSTRUCTION OF WOOD DECK ON THE BACK, NEW STORAGE ROOM, NEW WOOD FENCE, DOORS Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 60318. Missing 2 comer bars at each comer of tie beam. 12/19/07 CG Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- Inspection fee is paid. Thursday, January 3, 2008 Page 2 of 2 �y Inspection Worksheet Miami Shores Village u 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 fn 3 7,22 ME t Inspection Date: 01114/2008 Permit Type: Decks /Gazebos/Trellises Inspector: Grande, Claudio .e cv— Inspection Type: Roof oft Owner: CONRERAS, GABRIELA Work Classification Deck - Wood Job Address: 1200 97 Street NE Miami Shores, FL 33138 -2560 Phone Number (05)759 -0860 Parcel Number 1132050090620 Project: <NONE> Block: Lot: Contractor: ALEF CONSTRUCTION GROUP LLC Phone: (305)944 -8300 Building Department Comments CONSTRUCTION OF WOOD DECK ON THE BACK, NEW STORAGE ROOM, NEW WOOD FENCE, DOORS Inspector Comments Passed cc [t I - I a h2 L 6 -1 • A Failed Lei N P Correction Needed 1. Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid Thursday, January 10, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village tit t 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 N , w a,,A rtril Inspection Date: 01/16/2008 Permit Type: Decks/Gazebos LTrellises Inspector. Grande, Claudio G - Inspection Type: Roof Owner: CONRERAS, GABRIELA Work Classification: Deck - Wood Job Address: 1200 97 Street NE Miami Shores, FL 33138 -2560 Phone Number (05)759 -0860 Parcel Number 1132050090620 Project: <NONE> Block: Lot: Contractor: ALEF CONSTRUCTION GROUP LLC Phone: (305)944 -8300 Building Department Comments CONSTRUCTION OF WOOD DECK ON THE BACK, NEW STORAGE ROOM, NEW WOOD FENCE, DOORS ( Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 60327. Reinforcement of roof slab requires #5 at 8" oc at the bottom and 12" oc at the top as per approved plans. Job site shows 12" at bottom and 18" on top. 1/14/08 CG Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, January 16, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village Nit 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 a _ ". .,.x Inspection Date: 02/05/2008 Permit Type: Decks /Gazebos/Trellises Inspector: Grande, Claudio Inspection Type: Window and Door Buck Owner: CONRERAS, GABRIE Work Classification: Deck - Wood I Job Address: 1200 97 Street NE Miami Shores, FL 33138 -2560 Phone Number (05)759 -0860 Parcel Number 1132050090620 Project: <NONE> Block: Lot: Contractor: ALEF CONSTRUCTION GROUP LLC Phone: (305)944 -8300 BuIlding Department Comments CONSTRUCTION OF WOOD DECK ON THE BACK, NEW STORAGE ROOM, NEW WOOD FENCE, DOORS Inspector Comments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid Monday, February 4, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ' Phone: (305)795 -2204 Fax: (305)756 -8972 W. p P Inspection Date: 02/27/2008 Permit Type: Decks /Gazebos/Trellises Inspector: Grande, Claudio Inspection Type: Fence Owner: CONRERAS, GABRIELA Work Classification Deck - Wood Job Address: 1200 97 Street NE Miami Shores, FL 33138 -2560 Phone Number (05)759 -0860 Parcel Number 1132050090620 Project: <NONE> Block: Lot: Contractor: ALEF CONSTRUCTION GROUP LLC Phone: (305)944 -8300 Building Department Comments CONSTRUCTION OF WOOD DECK ON THE BACK, NEW STORAGE ROOM, NEW WOOD FENCE, DOORS °Y Inspector Comments Passed cc Failed J %,A Ge Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, February 26, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/25/2008 Permit Type: Decks /Gazebos/Trellises Inspector: Dacquisto, David Inspection Type: Survey Final Owner: CONRERAS, GABRIELA Work Classification: Deck - Wood Job Address: 1200 97 Street NE Miami Shores, FL 33138 -2560 Phone Number (05)759 -0860 Parcel Number 1132050090620 Project: <NONE> Block: Lot: Contractor: ALEF CONSTRUCTION GROUP LLC Phone: (305)944 -8300 Building Department Comments CONSTRUCTION OF WOOD DECK ON THE BACK, NEW STORAGE ROOM, NEW WOOD FENCE, DOORS ,Z 6� Inspector Comments Passe �j D Failed L] Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, March 25, 2008 Page 2 of 2 Planning and Zon'ng Criterill'a oft W .1" 12 Miami Shores Village Permit No. DGT-8-07-1859 10050 N.E. 2nd Avenue aa. Miami Shores, FL 33138-0000 . ................................ ... c. ............... ......... ............ • zro Phone: (305)795-2204 Fax: (305)756-8972 .. ............... ..... ..................... X ............... .... ........................... . . .. ............ . . ......... . '... . . . . ... .. ................. ...... issue Date: 11/5/2007 Expires:11/512007 . .... . .............. ..... "I'll" ................... ............ % ............... .............. ..... . . ..... . % ..... Folio Number: 1132050090620 ................................................................................................................................... ............................................................................... ..... Owner's Name: GABRIELA CONRERAS Owner's Phone: (05)759-0860 Job Address: 1200 97 Street NE Total Square Feet: 1000 Miami Shores, FL 33138-2560 Total Job Valuation: $15,000.00 ................... ............. .. ................... .... . ........................ 11 .................... ................................................................................ .......... ................................................................................................ Contractor(s) Phone Primary Contractor ALEF CONSTRUCTION GROUP LLC (305)944-8300 Yes ................................................................... Planning and Zoning Criteria and Comments Approved: No Date Denied: 3/13/2008 Comments: THE SURVEY SHOWS THE NEW FENCE AND GENERATOR WITHIN THE 10 FOOT SIDE YARD SETBACK ' OCT 11 2001 .. S URAL CALCULATIONS FOR - -- -- A ONS (NEW UTILITY ROOM i WOOD DECK) .00 0000.. ... 0000 1 .'..•... 000000 • . 0000 0000. .. .00000 0000 0 0 . 0 0 000000 0000 00000000. . ... 000 1 RESIDENCE AT 1200 NE 97 ST. • • 0 • • • " "' 0.0 0: • MIAMI SHORES, FL. 33138 ' ' 0 0000 0000 , , 0 .. 1 Permit # RC07 -1859 �..•': 0 00'' ; 0 0.00; OWNER: Bravo & Contreras • • 1 1 1 1 BY V.M. engineering, Inc. 1 Certificate of Authorization No. 27633 11278 SW 153 PL 1 Miami, FL. 33196 1 1 Morgan Villanueva, P.E. Florida License No. 60292 Pages 1 thru 24 1 1 INDEX OF SHEETS 1 Sheet No. Description 1 Design References 2 Wind Pressures by ASCE 7- 02: ;,: •;;; ,,,;;, 1 3 to 6 Design of Utility Room "•••• • *Goo a 7 to 14 Design of Wood Deck 15 Detail for Wood Fence by FBA•..• :••••• 16 to 19 Reference for Wood Design ,,;, 0 000 ' 20 to 23 Reference for Wind Load front 44CE • ' . 24 Reference for Nu -Vue Connector for •.: Anchoring of Post to Concrete Footing 1 1 1 1 1 1 1 1 1 ENOINEn OF Iscol . PROJECT NAME &W/O - (�t7jtd�/" K@gal Ce w v o PROJECT No. —��--- SHEET No. I OF 2 C. OF A. No. 27633 SUBJECT l e6!Z -,4 'Pwe4AGPas 11278 S.W.153rd PLACE PREPARED BY M.1P. CHECKED BY 9. MIAMI, FLORIDA 33196 DATE kIDS107 SCALE MIA TEL: 786 -28.1 -6968 TEL: 305-383-5896 ik � G'�a i(,N • 0000.. 0000.. 0000 0000.. F l on d u tui cv 2oa ' 0000.. 0000.. 0000 . 0 0000.. G 1� S� �u�.►� 0000 0000. 00000 .. 0000.. A wevic e ,�G� - �' � 0000.. 6660.. . . 0000 0000.. . IF IdW 6&de or 014r) �b .WJ'�i 6 s 0 0 •••• : 0000 : 00 0 000 . 0 0 •.: — N( ) 476 bes!ylA SpeCt � r,eA 4 0 " ! � o 4r WOVJ ��s w 1 POW&- S01 1 1 — \aJoAA L0a,,15 G ASC6 7 -0a r I 4& NpH ( Pi &mot - b&le Ceuv 1 � a W 1 v> 100 mp � c see a c - 0. 96- PA4Ce,3 1 P, �- 1 — FLOOR ' Live L.oa _ co psf Dot 64 3,0 pq� 4 1 l l � I� L tve l� 30' ps'. ' /M ineerin PH: 786 -281 -6968 g 9 � FAX 305- 383 -5896 ' ASCE 7102 - Wind Load Provisions MIAMI -DADE COUNTY I Proj. # 10207 Client: 1200 NE 97 Ave. Miami Shores, FL. 33138 . . PROTECTED 0.00•• GCpi = 0.18 Exposure C • ...... Af (ft2) = 16-�� a = 9.5 000 • 1= 1 Zg 900 .... . . v (mph) = 146 0 . . - Kd = 0.85 •• •• 0.00.0 wind load (w2) • • • • . . .... ...... ' Positive Negative Load ' •� � �.�0 4 9' • Load 0 • 7ea f End g) End Zone nterior Interior 6 Zone 4 Zone. S 4 --6� 0 44.8 58.6 48.8 > 15'- 20' 47.6 62. 51.8 > 20'- 25' 49.9 65.3 54.3 ' > 25'- 30' 51.9 67.8 56.4 > 30'- 40' 55.1 72.1 60.0 > 40'- 50' 57.7 75.5. 62.8 i > 50 60' 60.0 78.5 65.3 > 60 70' 58.8 107.8 58.8 ' > 70' - 80' 60.5 110.9 60.5 > 80 90' 62.0 113.7 62.0 > 90' -100' 63.4 116.2 63.4 > 100'- 120 65.9 120.8 65.9 > 120'- 140' 68.1 124.8 68.1 > 140'- 160' 68.2 125.1 68.2 ' > 160 180, A84.9 131.5 71.8 > 180'- 200' 134.5 73.4 > 200'- 250' 141.0 76.9 > 250'- 300' 146.5 79.9 > 300 350' 151.3 82.5 > 350'- 400' 155.6 .84.9 > 400' -.450' 159.5 87.0 > 450' 500' 163.1 89.0 11278 S.W. 153. PL, Mami FL. 33196 ' Morganvillanueva66 @hotmail.com ENGINEER OF RECORD: PROJECT NAME Sti7 V. x�Gfr —��' �kCG ®n 6 n PROJECT No. SHEET No. OF 2 4 C. OF A. No. 27833 SUBJECT U-� 114-4 'k'xa.wt 11278 S.W. 153rd PLACE PREPARED BY y. CHECKED BY a �. MIAMI, FLORIDA 33198 DATE l0LC- �0i SCALE _AIIA TEL. 788 -281 -8888 TEL: $05-383-5896 LL . . .... ..•.•. e • I e (sa) i- 1 (so) = 84 psi C -f"4eA low ). W J4 o 5J G I Z 0. C, 6c kU4 4- r� �•�� 60 A6VA �- te- �+ SOLID ONE -WAY SLABS -- SINGLE SPAN Bottom Steel for = M„ SOLID ONE -WAY SLABS -- SINGLE SPAN Bottom Sieei for _ M„ f� = 3,000 psi Grade 60 P = 0.0050 f ; = 3,000 psi Grade 60 P 0,0075 � hickness (in.) ' 4! ' 5 5rz L 6%: 7 7i's E 8V: 9 9112 10 Thickness (in.) - 4is _ 5 6 6' 7 E 8'11: 9 !9 10 i Bottom Bars E #4 #4 94 1 . #4 #5 #5 #5 #6 #6 #6 #6 #6 #6 I Bottom Bars #4 #9 #5 #: #5 46 #6 #7 #7 #7 Spacing (in.) + 12 11 10 j 9 1.2 11 16 1 ( 13 12 11 10 10 Spacing (in.) 9 S 10 S E 1 1 1 10 12 12 11 14 13 12 lop Bars 1 0 i #3 i 113 19 #4 t #4 #4 #4 ! #4 #4 #4 ' #4 #4 Top Bars #3 i #3' #3 #4 #4 i #4 #4 #4 #4 #4 #4 #4 #; Spacing (in.) 12 1 12 , 12 12 I 12 12 12 ; 12 12 12 `: 12 12 12 Spacing (in.) 12 .: 12 12 ' 12 12 12 12 12 j 1.2 I 12 12 ' 12 12 T S Bars 43 #3 I #3 #3 I #4 { #4 I #4 i #4 #4 #4 i #4 i #5 ; ! #5 T S Bars #3 i #3 93 #3 ' #4 #4 ! #4 i #4 ` #4 4 #4 #4 #5 #5 Spacing (in.) 15 ( 13 ` 12 11 18 ) 17 I 15 i 14 i 13 j 13 i 12 ! 18 17 Spacing (in.) 15 13 12 11 18 17 15 i 14 i 13 13 ` 12 1g t 17 Areas Steel C + i i Areas of Steel ! 1 ' E lm ?f tt) mot, ...200 .218 .240 .267 .310 1 .338 ,372 1 .377 1 .406 1 1 ,106 440 • .480 , .528 .528 (in ? /ft) Bat. I .2 67 j .300 ; .372 ; .413 I .465 ; .480 .5281 :600 .600 I .655 (.677, .729 1 .790 Stab Wt. IPA 50 56 63 69 75 81 88 I 94 100 ! 113 119 125 Slab Wt. (psf) 50 f 56 1 63 f 69 ! 75 j 81 88 f 94 } 100 106E 113 1 119 125 CLEAR SPAN FACTORED USABLE SUPERIMPOSED LOAD (psf) CLEAR SPAN I FACTORED USABLE SUPERIMPOSED LOAD (psf) b -O" 490 638 814 i 1 I I 6 - 1 660 883 j J j 6 - 6 1 ' 407 532 681 866 ( ( i 6 -6 f 552 740 7 -Olt 341 448 575 733 949 E 1 ! i 7' -0" 466 ; 627 I BW I E I 7 -6 288 380 489 626 814 991E j 7 -6" 397 1 536 1 762 ,969 ao 8' -0" 245 324 419 538 702 857 E I I 8' -0" 335 *I 462 647 *1840 I 8 -6' 209 278 361 466 610 746 909 996 81 -61' 283 *11.400 551* 733 933 9 - 0 " 179 240 313 405 533 1 653 797 874 4' -0" 243*, 341 *467 *;625* 821 932 ) u 9' -6 153 207 272 354 467 575 703 7711 909 9 -6 1 206 *1 293 *1404* 534 *I 700* 825 f to 10 -0" 131 179 236 310 411 508 622 683 806 951 101 -0" 177* 253 *1 349* 465 *## 609* 733 894 1 10 113 155 206 272 363 450 553 607 718 848 f 10 - 153* 219 * *1 405 * 529* 655 800 989 11 -0" 96 134 180 239 322 400 493 542 642 ( 760 899 11 -0 132* 189* 265* 354* 463* 570* 718 890 1970 z 11'-6" 82 116 157 210 f 285 1 356 440 484 575 t 683 ( 809 1 962 11 -0 115* 167* 232 * 312* 407* 505 *' 633* 793 *1876 12' -0" 70 100 137 185 ( 253 { 318 394 434 517 615E 730E 870 927 12 -0 101* 146* 203* 275* 360* 447 *� 560 *� 700* 793 943 i 1 a 12 -6" 59 86 119 163 225 284 354 390 465 555 ! 660 i 789 841 121-61, E 88 * 128 180 243 319 395 500 622* {720 857 947 + 13 1-01 , _ i � . 1 49 74 104 144 200 254 318 350 420 502 59S 716 76� 13 1 0 11 77* 113 « 160 « 216 * 285 « 353 « 1 446 « 557 « 655 781 863 13 -6 40 63 90 126 227 286 315 379 454 543 652 696 13 -6" 67* . 100* 142* 193* 254* 315* 400* 500* 592 *` 713 789 918 " - 11 1 257 284 343 412 494 595 635 14 -0 59* 88 *I 126* 171* 228* 283* 359* 450* 531* 653 723 842 982 14 -6 44 66 96 140 182 231 256 310• 374 450 543 580 14 -6 52* 78* 112* 153* 205* 255* 324* 405* 479* 586* 663 774 903 •15 -0 56 84 124 162 208 230 280 340 410 497 530 15' -0 46 70* 100 *� 138* 184* 230* 292 *I 367* 434* 529* 609 712 832 15' -6" 47 72 110 y 145 187 207 254 + 309 374 454 486 151 -619 62* 90* 1J4* . j09* 165 *y 333* 393* 481* 560 656 768 i - - � i 16 -0 62 96 129 168 186 229 281 341 416 445 16 - • 056 •81 9 161* •• �889* 740 *� 302* 358 *� 437* 511* 606 710 16 52 84 1 14 150 167 2 07 255 311 381 408 16 -6 0.4 .t5* .111* •1%7� �7"li' 218* 275* 326* 399* 467* 559 658 17' -DI' 44 73 101 134 150 187 232 284 350 374 17 -0 41 66* 92* 124* 156* 199*I 251* 298* 365* 426* 510* 609 17' -6 63 89 120 134 169 210 259 320 343 17 -6" 59* 83* 113* 142* 182* 230* 273* 335* 391* 468* 557* 18' -0" 54 78 107 119 • 152 190 236 294 315 18 - • • 54* •75 •1103* 126* 4W 211* 250* 307* 359* 431* 513* 181 -611 46' 68 94 106 136 172 215 269 289 18 -6" 0 ; 49* :69 *; 94* :18; 112* 193* 230* 283* 331* 396* 473* • • • �*86* • • • 1_ a 14 O 44 . �61Q$ 139 178 212 260 305 365 43 19 0 58 83 94 122 156 196 247 264 `- " • • • • * * * * « « * * 19 -6 50 73 I 82 108 140 178 226 242 19 -6 I 57 *E 79* 99* 128 *1 163* 195* 240* 282* 338* 403* .p. 20' -0 '.' 41 63 i 72 96 126 161 206 222 20' -0/ 53 j 72* 91* 118 *i 151* 180* 222* 260* 312* 373* . Note: See Fig, 7 -1 fo+lr4rcing. %aC*1a"si• RR i *Service loads corrssfancQr Vt7 to tibuiajed atrpe14posed load, result In calculated immediate Nots: See Fig. 7 - -1 for reinforclag bar details. deflection of 11360 sjiER. • • • • • • • • ENGINEER GIB RECORD. PROJECT NAME QI41Y 94M �C ve i PROJECT No. SHEET No. .J� OF a. w a SUBJECT d r W a" C. OF A. No. 27633 11278 S.W. 153rd PLACE PREPARED BY CHECKED BY MIAMI, FLORIDA 33198 DATE ca SCALE TEL: 786 -281 -6968 TEL: 305-383-5896 • • • .eeee die • • eeeee eeeee0 • • • eeee • v C& X !s> =eV #I1 0000. Z- 0.000 0000. t eeee ;•0000 • s • ® o �r •9 13�•ffi +��1 � eeeee• IZ� Z �'' •e 0000 0 000.. 0000.. 0000 0000:. � e--L : 00 0 • • • •0000' e • .eeee: 0 112 # - s a 0 &c, im 4j/ r z R141MUMA �� COY �$ C;. 1,000 P91 1 <I t �6 0 600c a 6 lei 1u� 911 4. (&1 �e r �.� cow, use- \A) F .r . ig' 3aleyIIoe 444 1 eACA4 V &V4( ✓r4 r 1 1 ENCINEER 8F RECORD: V. M. PROJECT NAME 1MV0 C ®n 0 0 [m SaT R g PROJECT No. y 1 t SHEET No. C_ OF C. OF A. No. 27633 MJ SUBJECT u +1 1, Fri L' Y�1 11278 S.W. 153rd PLACE PREPARED BY` i M.V CHECKED BY MIAMI, FLORIDA 33196 DATE IC -E / n SCALE 04 TEL: 786 - 281-6968 —� 7 r TEL =305- 383 -5896 • 7• X K - 1 I� rl =� C 4.6K 11 1 � c Z r P° ENGINEER OF RECORD: V . PROJECT NAME WO " �N'4e_ -(rtS Ydel[C � PROJECT No. SHEET No. �_ OF @Gtr Cl QO[? 1@ SUBJECT ' C041 e C. OF A. No. 27633 11278 S.W. 153rd PLACE PREPARED BY M A CHECKED BY _ �- • MIAMI, FLORIDA 33196 DATE jG / �� SCALE JU TEL: 786- 281-6968 TEL: 305 -383 -5896 • •.••% ` vei l I l�rr�:•.• ••••• OR 0 • w l t )z (- }tai / � " fs • W • •e••• • see e • ya•�w, IE� - �- I� o ►� - �l 52 Py X I d')(4') -- 7ej4 h cK 7 .�. t2 � ENGINEER OF RECORD: M PROJECT NAME 1"D =- G/1'40rS 2efi CC (an n sw R @ PROJECT No. SHEET No. R OF 2 4 C. OF A. No. 276033 SUH�ECT 11278 S.W. 153rd PLACE PREPARED B tAVa CHECKED BY �• MIAMI, FLORIDA 33196 DATE lc/z 10-7 SCALE A TEL'. 786- 281-6968 — T TEL: 305-383-5896 Ad i 1 //JJ 1 / y i}[�, • ••i• • i•ii•• Ki J • • s i • • •••i •i••• 90 00 V - Ci • 4 ' -i • • i i • o •••• •• • • Grade I .. 41 i U)c�y1 v 0 10 � �r ,�- c-a ej• _ /Z IV lr sr 4v Poj, J � ENGINEER OF RECORD V. PROJECT NAME t/� �f'� ✓ec AC=S �{(<{lC QgD 0 u UD (aw 0 n PROJECT No. SHEET No. _ OF z C. OF A. No. 27633 �+J SUBJECT aNj 11278 S.W. 153rd PLACE PREPARED BY CHECKED BY 67. _ MIAMI, FLORIDA 33186 DATE jG' loz G�'7 SCALE X I TEL: 786- 281 -6588 TEL =305- 383-5896 ZrC rz �.7dCi�l 1i•• • • • � ••••yam • 0. o V • 1)x.4 14- � .:� i� ENGINEER OF RECORD- PROJECT NAME !6V &dQ ° I -tf'�c V. M. 110 OF 24 en 9 g n @@P g n g PROJECT No. SHEET No. U Il C. OF A. No. 27633 SUBJECT U•c 11278 S.W. 153rd PLACE PREPARED BY _ A,, CHECKED BY �• fn MIAMI, FLORIDA 33196 DATE ('i re SCALE / A TEL. 786 -281 -6968 TEL: 305-383-5896 l 4 3. c ) •••••• • • • • • •••••• �loaaact"Xls-,"r) 6184 0 C OG 176 1 0 i�� ENCINEER OF RECOM j► eum �7i1?t Q G44 1�5i4_�' _ `, ve M. PROJECT No. PROJECT NAME SHEET No. 11 OF 24 an 0 � n C�QP � n � OW-,4 �-c-f C. OF A. No. 27633 SUBJECT 11278 S.W. 153rd PLACE PREPARED B CHECKED BY I 6ie « MIAMI, FLORIDA 33196 DATE r r t SCALE Aid I A TEL: 786- 281-6968 TEL: 305-383-5896 • ••••• 1 XJ OI L ••••• •••••• + • ' •• • see • ;•.•• cs e- 1 � 1,Sor- p4 ie 70 i 0.0% �L )(I,1co`cx Q.�� its a•r� fw1 OK It ENGINEER OF RECORM � (f S r ve PROJECT NAME ?>VU%(O C Yf✓tx 1 11E �YCC • ' PROJECT No. SHEET No. OF C. OF A. No. 276033 SUBJECT WO C.0 Ak 11278 S.W. 153rd PLACE PREPARED BY kv CHECKED BY MIAMI, FLORIDA 33186 DATE Ia GL ti SCALE A TEL: 786 -281 -6868 TEL: 305- 383 -5896 0 000 0 • 00 00•• ° •0•••• 000 0•• 0000 • ••w••• • • • • • •O • • • t J • • `�-•.. •.•.. ••• • w � irr � • • • 0000 • • •• • •• •••w•• Pew -t.�: � /, Ot�e- lc)k de �5: I' i 64 4 r VI 1 >.4 1 v, Q 4 �� 4�w i�-= - 7 -3 i4e- 4-11 loe e-a k-d a ENGINEER 8P RECORD PROJECT NAME �]YZti - 0 ~ aidl(E MS ?es-lde vo �i PROJECT No. SHEET No. 13 OF C. OF A. No. 27633 SUBJECT 1 tJLr ` e 11278 S.W. 153rd PLACE PREPARED BY CHECKED BY G- f. MIAMI, FLORIDA 33196 DATE _. �� ce �r SCALE TEL: 786-281-6968 t' — r TEL: 305-383-5896 • • • 0 0 00 'm e �I 0 00.00• :::00 •0. ••0.00 0•• _ • i • • • • • L • � L : ►p iC% S AY, 0. 0 0. • 06.00• E"ft�r•� •• • ••• :0000• !� • • • 00 de a �- 1 1 zocg k z4 ..,. Z 1 60 c0c s . 4 7c 1 r lo 4.,_4 1-77cW) 4# ENGINEER OF RECORD: vo jj r� PROJECT NAME �u� N 4t ��Jt�ls 4 —& 1C-� an , PROJECT No. 4 SHEET No. � OF 24 C. OF A. No. 27633 SUBJECT fWIAh <. 11278 S.W. 153rd PLACE PREPARED BY - _ CHECKED BY E _ MIAMI, FLORIDA 33196 DATE 1 0/0Z t3 SCALE TEL: 786 -281 -6968 TEL= 305 - 383-5896 n . % • ••.. 4 4 V : ot ease's • • •e•e a •eeasi • -+ •passe aessi• ••••• Cy, C0 14 C t 1 6�� a • •� ease • WOOD. FENCE Section 2328 FBC i 6'0" Maximum 2x4 No. 3, So. PiFIe PT Wood hails AttacRed -tq Posi • • • • • • 0 0 With four 10d Nails 4 #Virg.) • • • , • • •0000 0000.. • .. . 0000 0000 0 000. • 0 • .0000. • 0 0000. • . 4x4 No. 2, So. P6ie 4RT- • • • • 0 • Spaced as foilowd 0 boo • MIM • . • : i Fence height Post ■ above grade Spacing •" 6 -0" 4' -0" O.C. 5' - 0 " O.C. 6' -0" O.C. I 210 14 i Wood Pickets 5/8" Min Thickness attached to each rail with Two 16 Ga. staples 1-3/4" long 1'0 ". L 10' Diameter 2 Concrete filled hole TABLE 1 B - SECTION PROPERTIES OF STANDARD DRESSED (S4S) SAWN LUMBER ' X -X AXIS Y -Y AXIS AOL Standard Area Moment Moment ' Nominal Dressed of Section of Section of Approximate weight in pounds per linear foot (Ib/ft) Size Size (S4S) Section Modulus Inertia Modulus Inertia of piece when density of wood equals: b x d b x d A S. 1. S l yy inches x inches W in in in in 251b/ft 30 Ib/ft 35 Ib/ft 40 Ib/ft 45 IWO 50 lb /ft 1 x 3 3/4 x 2 -1/2 1.875 0.781 0.977 0.234 0.088 0.326 0.391 0.456 0.521 0.586 0.651 1 x 4 3/4 x 3 -1/2 2.625 1.531 2.680 0.328 0.123 0.456 0.547 0.638 0.729 0.820 0.911 1 x 6 3/4x 5 -1/2 4.125 3.781 10.40 0.516 0.193 0.716 0.859 1.003 1.146 1.289 1.432 •' 1 x 8 3/4 x 7 -1/4 5.438 6.570 23.82 0.680 0.255 0.944 1.133 1.322 1.510 1.699 1.18 1 x 10 3/4 x 9-1/4 6.938 10.70 49.47 0.867 0.325 1.204 1.445 1.686 •1.927 + 2.168 • •0p40Q ' 1 x 12 3/4 x 11-1/4 8.438 15.82 88.99 1.055 0.396 1.465 1.758 2.051 %%4 2.637 2.930 • • + • • • • • 2 x 3 1 -112 x 2 -1/2 3.750 1.563 1.953 0.938 0.703 0.651 0.781 0.911 • 10Cl4 • 1 1.172 • • 1r3 • 2x 4 1 -1/2x 3 -1/2 5.250 3.063 5.359 1.313 0.984 0.911 1.094 1.276 •1.4>• 1.641 1.823 ••• +•• 2 x 5 1 -1/2 x 4 -1/2 6.750 5.063 11.39 1.688 1.266 1.172 1.406 1.641 '647.5 2.109 1.344 • • 2 x 6 1-1/2 x 5-1/2 8.250 7.563 20.80 1.432 1.719 2.005 •2.292 2.578 o • 65 i • • • • 0 2 x 8 1 -1/2 x 7 -1/4 10.88 13.14 47.63 2.719 2.039 1.888 2.266 2.643 '9.'321 3.398• 3. 36 0000+ 2 x 10 1 -1/2 x 9 -1/4 13.88 21.39 98.93 3.469 2.602 2.409 2.891 3.372 0 SRI* 4.336 4 ,818 • • 2 x 12 1- 1/2x11 -1/4 16.88 31.64 178.0 4.219 3.164 2.930 3.516 4.102 w A&F. 5.273 0000• 2 x 14 1-1/2 x 13-1/4 19.88 43.89 290.8 4.969 3.727 3.451 4.141 4.831 ; 521 6.211 • 6.901 • + + • • • i+• • 3 x 4 2 -1/2 x 3 -1/2 8.750 5.104 8.932 1646 4.557 1.519 1.823 2.127 2.431 • 2.734 o 0 4038 +• 3 x 5 2-1/2 x 4-1/2 11.25 8.438 18.98 4.688 5.859 1.953 2.344 2.734 3.126 3.516 • • .906 *006 • + 3x 6 2-1/2 x 5-1/2 13.75 12.60 34.66 5.729 7.161 2.387 2.865 3.342 +3rd 9 0 4.297 1.774 i + • + • 3 x 8 2-1/2 x 7-1/4 18.13 21.90 79.39 7.552 9.440 3.147 3.776 4.405 5.035 5.66 • • 6.293 • • 3 x 10 2 -1/2 x 9 -1/4 2113 35.65 164.9 9.635 12.04 4.015 4.818 5.621 6.424 7.227 &:30 3 x 12 2 -1/2 x 11 -1/4 28.13 52.73 296.6 11.72 14.65 4.883 5.859 6.836 7.813 8.789 9.766 x 14 2 -1/2 x 13 -1/4 33.13 73.15 484.6 13.80 17.25 5.751 6.901 8.051 9.201 10.35 11.50 { x 16 2 -1/2 x 15 -1/4 38.13 96.90 738.9 15.89 19.86 6.619 7.943 9.266 10.59 11.91 13.24 s :x 4 3 -1/2 x 3 -1/2 12.25 7.146 12.51 7.146 12.51 2.127 2.552 2.977 3.403 3.828 4.253 x 5 3 -1/2 x 4 -1/2 15.75 11.81 26.58 9.188 16.08 2.734 3.281 3.828 4.375 4.922 5.469 x 6 3 -1/2 x 5 -1/2 19.25 17.65 48.53 11.23 19.65 3.342 4.010 4.679 5.347 6.016 6.684 X 8 3 -1/2 x 7 -1/4 25.38 30.66 111.1 14.80 25.90 4.405 5.286 6.168 7.049 7.930 8.811 x 10 3 -1/2 x 9 -1/4 32.38 49.91 230.8 18.89 33.05 5.621 6.745 7.869 8.993 10.12 11.24 X 12 3 -1/2 x 11 -1/4 39.38 73.83 415.3 22.97 40.20 6.836 8.203 9.570 10.94 12.30 13.67 .x 14 3 -1/2 x 13 -1/2 47.25 106.3 717.6 27.56 48.23 8.203 9.844 11.48 13.13 14.77 16.41 s x 16 3 -1/2 x 15 -1/2 54.25 140.1 1086.1 31.64 55.38 9.42 11.30 13.19 15.07 16.95 18.84 I x 5 4 -1/2 x 4 -112 20.25 15.19 34.17 15.19 34.17 3.516 4.219 4.922 5.625 6.328 7.031 X 6 5 -1/2 x 5 -1/2 30.25 27.73 76.26 27.73 7626 5.252 6.302 7.352 8.403 9.453 10.50 €- < 8 5 -1/2 x 7 -1/2 41.25 51.56 193.4 37.81 104.0 7.161 8.594 10.03 11.46 12.89 14.32 = x 10 5 -1/2 x 9 -1/2 52.25 82.73 393.0 47.90 131.7 9.071 10.89 12.70 14.51 16.33 18.14 x 12 5-1/2 x 11-1/2 63.25 121.2 697.1 57.98 159.4 10.98 13.18 15.37 17.57 19.77 21.96 x 14 5 -1/2 x 13 -1/2 74.25 167.1 1128 68.06 187.2 12.89 15.47 18.05 20.63 23.20 25.78 z ';6 5 -1/2 x 15 -1/2 85.25 220.2 1707 78.15 214.9 14.80 17.76 20.72 23.68 26.64 29.60 x 16 5 -1/2 x 17 -1/2 96.25 280.7 2456 88.23 242.6 16.71 20.05 23,3" 26,74 30:08 33.42 20 5 -1/2 x 19 -1/2 107.3 348.6 3398 98.31 270.4 18.62 22.34 26.07 29.79 33.52 37.24 _ a 22 5-1/2 x 21-1/2 118.3 423.7 4555 108.4 298.1 20.53 24.64 28.74 32.85 36.95 41.06 v x 24 5 -1/2 x 23 -1/2 129.3 506.2 5948 118.5 325.8 22.44 26.93 31.41 35.90 40.39 44.88 z 8 7 -1/2 x 7 -1/2 56.25 70.31 263.7 70.31 263.7 9.766 11.72 13.67 15.63 17.58 19.53 10 7 -1/2 x 9 -1/2 7125 112.8 535.9 89.06 334.0 12.37 14.84 17.32 19.79 22.27 24.74 x 12 7 -1/2 x 11 -1/2 86.25 165.3 950.5 107.8 404.3 14.97 17.97 20.96 23.96 26.95 29.95 14 7 -1/2 x 13 -1/2 101.3 227.8 1538 126.6 474.6 17.58 21.09 24.61 28.13 31.64 35.16 X 16 7 -1/2 x 15 -1/2 116.3 300.3 2327 145.3 544.9 20.18 24.22 28.26 32.29 36.33 40.36 x 18 7 -1/2 x 17 -1/2 131.3 382.8 3350 164.1 615.2 22.79 27.34 31.90 3646 41.02 45.57 x 20 7 -1/2 x 19-1/2 146.3 475.3 4634 182.8 685.5 25.39 30.47 35.55 40.63 45.70 50.78 x 22 7 -1/2 x 21 -1/2 161.3 577.8 6211 201.6 755.9 27.99 33.59 39.19 44.79 50.39 55.99 x 24 7 -1/2 x 23 -1/2 176.3 690.3 811l 220.3 826.2 30.60 36.72 42.84 48.96 55.08 61.20 x 10 9 -1/2 x 9 -1/2 90.25 142.9 678.8 142.9 678.8 15.67 18.80 21.94 25.07 28.20 31.34 x 12 9-1/2 x 11-1/2 109.3 209.4 1204 173.0 821.7 18.97 22.76 26.55 30.35 34.14 37.93 x 14 9 -1/2 x 13 -1/2 128.3 288.6 1948 203.1 964.5 22 -27 26.72 31.17 35.63 40.08 44.53 x 16 9 -1/2 x 15 -1 /2 147.3 380.4 2948 233.1 1107 25.56 30.68 35.79 40.90 46.02 51.13 x 18 9 -1/2 x 17 -1/2 166.3 484.9 4243 263.2 1250 28.86 34.64 40.41 46.18 51.95 57.73 0 x 20 9 -112 x 19 -1/2 1853 602.1 5870 293.3 1393 32.16 38.59 45.03 51.46 57.89 64.32 x 22 9 -1/2 x 21 -1/2 204.3 731.9 7868 323.4 1536 35.46 42.55 49.64 56.74 63.83 70.92 - a x 24 1 9 -1/2 x 23 -1/2 223.3 874.4 10270 353.5 1679 38.76 46.51 54.26 62.01 69.77 1 77.52 AIL i 10 ' TABLE 4B - DESIGN VALUES FOR VISUALLY GRADED SOUTHERN PINE DIMENSION LUMBER (Tabulated design values are for normal load duration and dry service conditions, unless specified otherwise. /$4 See NDS 2.3 for a comprehensive description of design value adjustment factors.) USE WITH TABLE 4B ADJUSTMENT FACTORS Design values in pounds per square inch (psi) Tension Shear Compression Compression Modulus parallel parallel perpendicular parallel of Grading Species and Size Bending to grain to grain to grain to grain Elasticity Rules commercialgrade classification F F F„ F F E Agency • Dense Select Structural 3050 1650 100 660 2250 1,900,000 Select Structural 2850 1600 100 565 2100 1,800,000 • • Non -Dense Select Structural 2650 1350 100 480 1950 1,J00,009 • • • • • • No.1 Dense 2000 1100 100 660 2000 1,SQ0 d00• ' • • • • • • No. 1 2 " -4 "thick 1850 1050 100 565 1850 1,70U,000' • • • • ' No.1 Non -Dense 1700 900 100 480 1700 1 !6e4,Qtfb• • • • •' • No.2 Dense 2 " -4" wide 1700 875 90 660 1850 1171@ ®,ol;lla. "• �' • - No.2 1500 825 90 565 1650 1,09,990 ' • • No.2 Non -Dense 1350 775 90 480 1600 1 • • • • No.3 850 475 90 565 975 1,4 teO • • • • Stud 875 500 90 565 975 P4'M,"% • • • • Construction 2 " -4 "thick 1100 625 100 565 1800 JaQ • • • • • • ' •' • • Standard 625 350 90 565 1500 0 000 ' • • • • • • Utility 4" wide 300 175 90 565 975 6 30a: • • Dense Select Structural 2700 1500 90 660 2150 1,900,00 • �' • • • • • • • Select Struotural 2550 1400 90 565 2000 :,800,40. 000 • Non -Dense Select Structural 2350 1200 90 480 1850 1 � ®O,OOA • • • • • • a 0 ; No.i Dense 1750 950 90 660 1900 1,800,000 • • • No.1 2 " -4 "thick 1650 900 90 565 1750 1,700,000 '• No.1 Non -Dense 1500 800 90 480 1600 1,600,0 No.2 Dense 5" -6" wide 1450 775 90 660 1750 1,700,000 No.2 1250 725 90 565 1600 1,600,000 No.2 Non-Dense 1150 675 90 480 1500 1,400,000 No.3 750 425 90 565 925 1,400,000 Stud 775 425 90 565 925 1,400,000 Dense Select Structural 2450 1350 90 660 2050 1,900,000 SPIB Select Structural 2300 1300 90 565 1900 1,800,000 Non -Dense Select Structural 2100 1100 90 480 1750 1,700,000 No.1 Dense 2 " -4 "thick 1650 875 90 660 1800 1,800,000 No.1 1500 825 90 565 1650 1,700,000 No.1 Non -Dense 8" wide 1350 725 90 480 1550 1,600,000 No.2 Dense 1400 675 90 660 1700 1,700,000 No.2 1200 650 90 565 1550 1,600,000 No.2 Non-Dense 1100 600 90 480 1450 1,400,000 No.3 700 1 400 90 565 875 1,400,000 Dense Select Structural 2150 1200 90 660 2000 1,900,000 Select Structural 2050 1100 90 565 1850 1,800,000 Non -Dense Select Structural 1850 950 90 480 .1750 1,700,000 No.1 Dense 2 "-4 "thick 1450 775 90 660 1750 1,800,000 No.1 1300 725 90 565 1600 1,700,000 No.1 Non -Dense 10" wide 1200 650 90 --- 1 1, No.2 Dense 1200 625 90 660 1650 1,700,000 No.2 1050 575 90 565 .1500 1,600,000 - No.2 Non-Dense 950 550 90 480 1400 1,400,000 ' No.3 600 325 90 565 850 1,400,000 Dense Select Structural 2050 1100 90 660 1950 1,900,000 Select Structural 1900 1050 90 565 1800 1,800,000 Non -Dense Select Structural 1750 900 90 480 1700 1,700,000 No.1 Dense 2 " -4 "thick 1350 725 90 660 1700 1,800,000 1 No.1 1250 675 90 565 1600 1,700,000 No.1 Non -Dense 12" wide` 1150 600 90 480 1500 1,600,000 No.2 Dense 1150 575 90 660 1600 1,700,000 No.2 975 550 90 565 1450 1,600,000 No.2 Non -Dense 900 525 90 480 1350 1,400,000 No.3 575 1 325 1 90 1 565 1 825 1 1,400,000 + (Dry service conditions - 19 %0 or less moisture content) Dense Structural 86 2 " -4 "hick 2600 1 155 660 2000 1,800,000 Dense Structural 72 2200 1450 130 660 1650 1,800,000 SPIB ns S ruc r l 5 wi r 20 0 1300 1 660 1500 1,800,000 + (Wet service conditions) Dense Structural 86 2- 1 /2 "- 4"thick 2100 1400 145 440 1300 1,600,000 Dense Structural 72 1750 1200 120 440 1100 1,600,000 SPIB Dense Structural 65 2-1/2"& wider 1600 1050 110 440 1000 1,600,000 ' 26 TABLE 8.2A -BOLT DESIGN VALUES (Z) for SINGLE SHEAR (two member) CONNECTIONSI 1 for sawn lumber with both members of identical species y. THICKNESS a G=0.67 G =0.55 G =0.50 G=0.49 G =0.46 F F RED OAK MIXED MAPLE DOUGLAS FIR- DOUGLAS FIR- DOUGLAS FIR (S) w w O SOUTHERN PINE LARCH LARCH (N) HEM -FIR (N) ¢n pN W< 10 - tm `s D Z Z sl Zml Z11 Zs.L Zml Z I I Zsl Zl Z I I Zsl Zml Z I I Zsl Z.0 inches inches inches lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. 1/2 650 420 420 530 330 330 480 300 300 470 290 290 440 270 270 5/8 810 500 500 .660 400 400 600 360 360 590 350 350 560 320 0 • 1 -1/2 1-1/2 3/4 970 580 580 800 460 460 720 420 420 710 400 400 170. $a • , , , r } 7/8 1130 660 660 930 520 520 850 470 470 830 460 460 780 +120 QQ.. • I 1290 740 740 1060 580 580 970 530 530 950 510 510 '890 •480 '4$p.. �•,' +. 1/2 770 480 540 660 400 420 610 370 370 610 360 360 •980• • •340 330 • ' 5/8 1070 660 630 930 560 490 850 520 430 830 520 420 '#80* r 470 .390 : : 064 0 4 2 -1/2 1 -1/2 3/4 1360 890 720 1120 660 560 1020 590 500 1000 560 480 * "1, •'520 ;490 • ` 7/8 1590 960 800 1300 720 620 1190 630 550 1170 600 540 J QA" 0 • 550 500 " '•• 1 1820 1020 870 1490 770 680 1360 680 610 1330 650 590 S • 600 h5(1, : r • • • • • 1/2 770 480 , 560 660 400 470 610 370 420 610 360 410 ,5$4 340 380 96000* 5/8 I070 660 710 940 560 550 880 520 480 870 520 470 830 •470 440 • 3 1 -1/2 3/4 1450 890 800 1270 660 620 1190 590 550 1170 560 530 1090 * 520 .5170•, ••..:., 7/8 1860 960 890 1520 720 690 1390 630 610 1360 600 590 1286 0 r 550 'S!+0 • 0 , x 1 2120 1020 970 770 750 1590 680 670 1560 650 650 1'460 ' 600 • •500 • • *80 . , --�► 1/2 770 480 560 660 400 470 610 370 430 610 360 420 580 340 40 •. �; 5/8 1070 660 760 N W 560 620 880 520 540 870 520 530 830 470 490 1 -1/2 3/4 1450 890 900 1270 660 690 1200 590 610 1190 560 590 1140 520 550 7/8 1890 %0 990 1680 720 770 1590 630 680 '1570 600 650 1470 550 600 w 3 -1/2 1 2410 1020 1080 2010 770 830 1830 680 740 1790 650 710 1680 600 660 1/2 830 590 590 750 520 520 720 490 490 710 480 480 690 460 460 5/8 1290 880 880 1170 780 780 1120 700 700 1110 690 690 1070 650 650 3 -1/2 3/4 1860 1190 1190 1690 960 960 1610 870 870 1600 850 850 1540 800 800 7/8 2540 1410 1410 2170 1160 1160 1970 1060 1060 1940 1040 1040 1810 980 980 1 3020 1670 1670 2480 1360 1360 2260 1230 1230 2210 1190 1190 2070 1110 1110 5/8 1070 660 760 940 560 640 880 520 590 870 520 590 830 470 560 1 -1/2 3/4 1450 890 990 1270 660 840 1200 590 750 1190 560 720 1140 520 670 .' 7/8 1890 960 1210 1680 720 930 1590 630 820 1570 600 790 1520 550 730 4 -1/2 1 2410 1020 1310 2150 770 1000 2050 680 890 2030 650 860 1930 600 800 5/8 11290 880 880 1170 780 780 1120 700 730 1110 690 720 1070 650 690 3 -1/2 3/4 11860 1190 1240 1690 960 1090 1610 870 1000 1600 850 980 1540 800 910 7/8 12540 1410 1630 2300 1160 1300 2190 1060 1160 2170 1040 1130 2060 980 1050 i 13310 1670 1830 2870 1390 1440 2610 1290 1290 2560 1260 1250 2400 1210 1170 5/8 1070 660 760 940 560 640 880 520 590 870 520 590 830 470 560 1 -1/2 3/4 1450 890 990 1270 660 850 1200 590 790 1190 560 780 1140 520 740 7/8 1890 960 1260 1680 720 1090 1590 630 980 1570 600 940 1520 550 860 5 -1/2 1 2410 1020 1560 2150 770 1190 2050 680 1060 2030 650 1010 1930 600 940 u' 518 1290 880 88fl 1170 780 780 1120 700 730 1110 690 720 1070 650 690 3 -1/2 3/4 1860 1190 1240 1690 960 1090 1610 870 1030 1600 850 1010 1540 800 970 7/8 2540 1410 1640 2300 1160 1410 2190 1060 1260 2170 1040 1220 2060 980 1130 1 13310 1670 1980 2870 1390 1550 2660 1290 1390 2630 1260 1340 2500 1210 1250 5/8 1070 660 760 940 560 640 880 520 590 870 520 590 830 470 560 1 -1/2 3/4 1450 890 990 1270 660 850 1200 590 790 1190 560 780 1140 520 740 7/8 1890 960 1260 1680 720 1090 1590 630 1010 1570 600 990 1520 550 950 7 -1/2 1 2410 1020 1560 2150 770 1350 2050 680 1270 2030 650 1240 1930 600 1190 5/8 1290 880 880 1170 780 780 1120 700 730 1110 690 720 1070 650 690 3 -1/2 3/4 1860 1190 1240 1690 960 1090 1610 870 1030 1600 850 1010 1540 800 970 7/8 2540 1410 1640 2300 1160 1450 2190 1060 1360 2170 1040 1340 2060 980 1280 1 3310 1670 2090 2870 1390 1830 2660 1290 1630 2630 1260 1570 2500 1210 1470 1. Tabulated lateral design values (Z) for bolted connections shall be multiplied by all applicable adjustment factors (see Table 7.3.1). 2. Tabulated lateral design values (Z) are for "full diameter" bolts (see Reference 3) with a bending yield strength (F of 45,000 psi. 42 Bolts Powers " "/24 Power -Bolf SPECIFICATION & DESIGN MANUAL FA PERFORMANCE DATA Ultimate and Allowable Load Capacities for Power -Bolt in Grout - Filled Concrete Masonry's Anchor Minimum Minimum Minimum f 2 1,500 psi (10.4 MPa) Diameter Embed. Edge End Ultimate load Allowable Load Depth Distance Distance d h, Tension Shear Tension Shear in. in. in. in. lbs. lbs. lbs. Itis. MINIMUM E (mm) (mm) (mm) (mm) (kN) (k% • (kN) :--4W) DISTANCE (TrP)� -`{ 11/8 33/4 33/4 1,216 1,184•• •305 295 0000•• f I� 114 (28.6) (95.3) (95.3) (5.5) (5.3 (1.4) • @ • • (13) • • + (6.4) 21/2 51/4 33/4 1,760 1,1 4 440 •295 0000;• (63.5) (133.4) (95.3) (7.9) (5 3� • • • •(2.0) 0.3) • - n 2 55/8 55/8 1,984 3,OFjl1 • • 495 • 0 7 ) • • • • 0 i f� W �� 318 (50.8) (142.9) (142.9) (8.9) (13. • • • (2.2) • • • (OP4 • • 8). f m (9.5) 31/2 77/8 55/8 2,120 3,064 530 765 • • • • • £ z (88. (200.0) (142.9) (9.5) (13.8 • 0 i (2.4) • 3A) 9 00 0 0 0 sH 21/2 7122 71/2 2,436 5,648 610 • 1,410 000000 1/2 (63.5) (190.5) (190.5) (11.0) (25.4 • • • (23) (6.3) • a (12.7) 4 101/2 712 2,688 5,948 • 670 0 •• (101.6) (2663) (190.5) (12.1) (2564) (3.0) • (6.3) `go* 23/4 93/8 93/8 2,560 9.ft • • 640 250 • • 518 (69.9) (238.1) (238.1) (11.5) (40.5) • (2.9) (40.1) i • 0 5 13118 93/8 2,976 9,000 745 • 250 (127.0) (333.4) (2381) (13.4) (40.5) (14) (10.1) 3 11 1/4 111/4 3,344 9,872 835 2,470 3/4 (76.2) (285.8) (285.8) (15.0) (44.4) (3.8) (11.1) 15 3/4 111/4 4,248 9,872 1,060 2,470 F(127 (400.1) (285.8) (19.1) (44.4) (4.8) (11.1) 1. Tabulated load values are for anchors installed in minimum 6 -inch wide, Grade N, Type II, medium and normal weight concrete masonry units. Mortar must be minimum Type N. Masonry prism compressive strength must be 1,500 psi minimum at the time of installation. 2. Allowable loads are for carbon and stainless steel anchors and are based on average ultimate values using a safety factor of 5.0. 3. Unear interpolation may be used for allowable loads for intermediate embedment depths. 4. The tabulated values are for anchors installed at a minimum of 12 anchor diameters on center for 100 percent capacity. Spaany distances may be reduced to 6 anchor diameters on center provided the capacities are reduced by 50 percent. Unear interpolation may be used for intermediate spacing. Ultimate and Allowable Load Capacities for Power -Bolt in Hollow Concrete MasonrV- Anchor Minimum Minimum Minimum f 2 1,500 psi (10.4 MPa) Diameter Embed. Edge End Ultimate Load Allowable Load Depth Distance Distance d h, Tension Shear Tension Shear ' in. in. in. in. lbs. lbs. lbs. lbs. (mm) (mm) (mm) (mm) (kN) (kN) (kN) (kN) 7/8 3 314 3 314 600 764 150 190 '•?„ • "�" ":•' •'• (22.2) (95.3) (95.3) (23) (3.4) (0.7) (0.9) 1/4 1 1/4 3 314 8 824 1,056 205 265 (6.4) (31.8) (95.3) (203.2) (3.7) (4.8) (0.9) (1.2) r .F t° 1 12 33/4 12 1,128 1,232 280 310 f._ (38.1) (95.3) (304.8) (5.1) (5.5) (1.3) (1.4) 11/4 12 8 1,360 2,152 340 540 3/8 (31.8) (304.8) (203.2) (6.1) (9.7) (1.5) (9.5) 11/2 12 12 1,472 2,600 370 9 650 (38.1) (304.8) (304.8) (6.6) (11.7) (1.7) NW s 11/4 12 8 2,688 2,152 670 540 1/2 (31.8) (304.8) (203.2) (12.1) (9.7) (3.0) (2.4) ��...,••.,..•,:, f ,.._ ; :..._a:. (123) 1 1/2 12 12 2,560 3,384 640 845 (38.1) (304.8) (304.8) (11.5) (15.2) (2.9) (3.8) 1. Tabulated load values are for anchors installed in minimum 64nch wide Grade N, Type II, medium and normal weight concrete masonry units. Mortar must be minimum Type N. Masonry prism compressive strength must be 1,500 psi minimum at the time of installation. 2. Allowable loads are for carbon and stainless steel anchors and are based on average ultimate values using a safety factor of 5.0. 3. Unear interpolation may be used for allowable loads for intermediate embedment depths. 4. The tabulated values are for anchors installed at a minimum of 12 anchor diameters on center for 100 percent capacity. Spacing distances may be reduced to 6 anchor diameters on center provided the capacities are reduced by 50 percent. Unear interpolation may be used for intermediate spacin . 5. Anchors with diameters of 112 and larger installed in hollow concrete masonry units are limited to one anchor per unit cell. 8 www.powers.com Canada: (905) 673 -7295 or (514) 631 -4216 Powers USA: (800) 524 -3244 or (914) 235 -6300 L �1 24 h 5 60 ft. Figure 6-11B External Pressure Coefficients, GC Enclosed, Partially Enclosed Buildings Gable Roofs 0:5 7 a' gal I I , 1 _ • 02 10 n '.J"I •• .... eel 3 � 2 �; •• •. � ' 0•0006 •••:• 10 100 fl- 10 • 10 • •.. • • .32 U -3.2 • •.••• , . -s.a . , . .;.. • -8.0 Overha • • • • CL -2.8 3 F100f -2.8 � -2.8 3 • • � -2. U -2.6 73 -2.6 2.4 -2.4 2.2 I - -2.2 ' -2.0 -2.0 -1.6 1.6 1.8 I 2 1.6 -1.6 I 16 -110 t -1.2 ( ) i:o -1.0 1.1 -a.8 0.9 o.a I AS -0.6 X6 -0.4 ` 1 to 20 50 100 200 5001000 E -0.2 I (0.1) (0.9) (1.9) (4.6) P3) (%.6) (46.5) (92.9) a= 0 2 s ' .02 Effective Wind Area, ft 2 (M } +fl 4 1 s03 +0.a k 1 10 20 50 100 200 5001000 ; (0.1) (0.9 (1.9) (4.6) PS) (161) (46.5) (92.9) Effective Wind Area, ft 2 (n Notes: 1. Vertical scale denotes GC to be used with q 2. Horizontal scale denotes effective wind area, in square feet (square meters). 3. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively. 4. Each component shall be designed for maximum positive and negative pressures. ' 5. If a parapet equal to or higher than 3 ft (0.9m) is provided around the perimeter of the roof with 0 < 7 °, the negative values of GC in Zone 3 shall be equal to those for Zone 2 and positive values of GC in Zones 2 and 4 shall be set equal to those for wall Zones 4 and 5 respectively n Figure 6 -11 A. 6. Values of GC for roof overhangs include pressure contributions from both upper and lower surfaces. 7. Notation: a: 10 percent of least horizontal dimension or 0.4h. whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0.9 m). h: Eave height shall be used for 0 S 10'. 0: Angle of plane of roof from horizontal, in degrees. r 56 ASCE 7 -05 s v y f0 r 130(58) iv 0 ao 140(63) a l W SU a O 3 fD - N = Special Wind Region c 90(40) Notes: 1. Values are nominal design 3- second gust wind 100(45) speeds in miles per hour (m/s) at 33 ft (10 m) above ground for Exposure C category. 110(49) 2. Linear interpolation between wind contours is 120(54) permitted. 130 58 3. Islands and coastal areas outside the last ( ) 150(67) 130(58) contour shall use the last wind speed contour of the coastal area. 140(63) 140(63) 4. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. 150(67) ..... FIGURE 6 -1B —BASIC WIND SPEED -- EASTERN GULF OF MEXICO AND SOUTHEAMRN HURRICANE COA•SIrLINC,• �d Velocity Pressure Exposure Coefficients, Kh and K Table 6-3 Height above Exposure (Note 1) ground level, z B C D ft (m) Case 1 Case 2 Case 1 & 2 Cases 1 & 2 --�+' 0 -15 (0 -4.6 0.70 0.57 0.85 • l A3 "• •' • boo 20 (6.1) 0.70 0.62 0 1=08• •••. 25 (7.6) 0.70 0.66 0.94 "1'I'1• •• ••� • 30 (9.1) 0.70 0.70 0.98 o f. It . • 40 (12.2) 0.76 0.76 1.04 G ...; • • ��. 50 (15.2) 0.81 0.81 1.09 7 • ••• . • • 1.13 ••.• 60 (18) 0.$5 0.85 •.1. r • •• 70 (21.3) 0.89 0.89 1.17 • • x.34 �' "' 80 (24.4) 0.93 0.93 1.21 1.3 Q 000 . go 90 (27.4) 0.96 0.96 1.24 1.40 .. • • 100 (30.5) 0.99 0.99 1.26 '•1.49 . . ••� 120 (36.6 ) 1.04 1.04 1.31 1.48 140 (42.7) 1.09 1.09 1.36 1.52 160 (48.8) 1.13 1.13 1.39 1.55 180 54.9) 1.17 1.17 1.43 1.58 200 (61.0) 1.20 120 1.46 1.61 250 (76.2. 1.28 1.28 1.53 1.68 300 (91.4 ) 1.35 1.35 1.59 1.73 350 (106.7) 1.41 1.41 1.64 1.78 400 (121.9) 1.47 1.47 1.69 1.82 450 (137.2) 1.52 1.52 1.73 1.86 500 (152.4) 1.56 1.56 1.77 1.89 Notes: 1. Case 1: a. All components and cladding. .:: b. Main wind farce resisting system in low -rise buildings designed using Figure 6 -10. '. Case 2: a. All main wind force resisting systems in buildings except those in low -rise buildings designed using Figure 6 -10. b. All main wind force resisting systems in other structures. 2. The velocity pressure exposure coefficient K may be determined from the following formula: For 15 ft. < z < z For z < 15 ft. K = 2.01 (z /z K = 2.01 (15 /z Note: z shall not be taken less than 30 feet for Case 1 in exposure B. 3. a and z are tabulated in Table 6 -2. 4. Lincar interpolation for intermediate values of height z is acceptable. 5. Exposure categories are defined in 6.5.6. Minimum Design Loads for Buildings and Other Structures Importance Factor, I (Wind Loads) Table 6 -1 • Non - Hurricane Prone Regions Hurricane i; o.%Regiont" . • Category and Hurricane Prone Regions with V ?.*.0.mph •� • •• • ' with V = 85 -100 mph •... • ..•; • and Alaska ••••� '••• ' .. ..• I 0.87 � .41Z� • �. II 1.00 •.�� •. •.• . • • III 1.15 1.15 • IV 1.15 1.15 Note: 1. The building and structure classification categories are listed in Table 1 -1. 77 Minimum Design Loads for Buildings and Other Structures 1 1 r�� 4 9y j r ot e Industries, Inc. �d � ® w� L r w1� L ' e 1 . . IH • • •. p w�` I ° • •..1.. • • •.111• 1 • 7 • e •Ii °• ..10/ 0 0:64 � w ' . °.... NVCBE NVCCR44 NVC'eA44 Emd.C GO G O W GOOOO •. • L ---' ® Hi 4•Typ. m H m I m 9 J + H ® II H ® "f g� m H2 m H2 m w� W3 W3 ® m i W —, m `` I --W2 o 1~-w2 NVCCTB NVCC L/R NV CC o � o NVTHJH -L or R — ' 2x6 — ° O O s e C H 2x8 ® o B ° o 0 o p e e � 0 NVNFM 1) Made to your specifications. 2) Available in Hot Dipped Galvanized. 39 Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: / ZoO ,vim g 1 s Permit No. 6j -� &S Openin Description of Wiudow Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact or Door or Mullion Number Design Pressure Pressure Size Yes o Yes o es / o ( +) PSF ( -) PSF ( +) PSF ( -) PSF n -D�7 'c�2 loo o ( -- X o, ,Ut3 1t10 J 2 - ill. � 1Z9. b Q'/ s N0 SM d - a'5 - - .. . . ...... .. . • i NOV 0 2 2007 MAM B Y. - - - - - -- • AHAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUBd! OFFICE (BCCO) 148 WEST FLAGLERSTREET, SUITE 1603 PRODU L SI MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOn CE (NOA) ZE&_:AMNade.0 ov/buu'ldingcode Tram Inc. 71 Cron 1 •....• s��: . ...... This NOA is being issued under the applicable rules and regulations governing the use of ccp;;I don maul. •, 11w documentation submitted has been reviewed by Miami -Dade County Product Control 4ypnq and arcepted • • • • • • by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other aww v here allow e a by .... the Authority Having Jurisdiction (AHJ). .... • 0*0 This NOA shall not be valid after the expiration date stated below. The Miami -Dade C ty 4'roduft Eontrol • • • •' Division (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) regeuve the right to • • • • • have this product or material tested for quality assurance purposes. If this product or mat;naf Ws to pd¢gnm in .... � . the accepted manner, the manufacturer will incur the expense of such testing and the g4HI smay inuNdia 1y . revoke, modify, or suspend the use of such product or material within their jurisdiction. B ©RA reservewthe right ; • • • • • to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this prOC111a 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 21oo Al mimum Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No 04113 -0002, titled "Series 2100 Alum Single Hung Window Non - Impact Resistant", sheets 1 through 4 of 4, dated 04/2112004 with revision on 07/0812005, prepared Frank L. Bennardo, P.E., Inc., Consulting Engineers, signed and sealed by Frank L. Bennanio, P.E., bearing the Miauni- Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. Missim IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer`s name or logo, city, state and following statement: '" Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process_ Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTLSE MM: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date ma be displayed in advertising literature If any portion of the NOA is displayed, then it shall be done in its entirety. IMPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05-0729A3 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 07-0521.06 ° Expiration Date: July 11, 2005 �( Approval Date: June 2S, 2007 1 {11 P ar 1 Truce ato! ity Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 04- 113 -0002, titled "Series 2100 Alum. Single Hung Window Non - Impact Resistant ", sheets 1 through 4 of 4, dated 04/21/2004 with revision (Y710812005, prepared by Frank L. Bernardo, Inc. Consulting Engineers, signe XO. • sealed by Frank L. Bernardo, P.E. • • • • • • •0.000 ....•. . . • 0000•• D Tf�r • • • • • • •T� • .�l• TESTS L� • • L Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 . 0.0 • • 0 00 9 0 : • 0.0 0 2) Uniform Static Air Pressure Test, Loading per F.. W 202L94 ... 0 0 3) Water Resistance Test, per FBC, TAS 202 -94 00 • 00 ' along with marked -up drawings and installation diagram of Series � Aluminum sees:* Single Hung Window, prepared by Farabauugh Engineering and Testing; Inc., Test. 0 0 0 0 :. Report No. FET- 04002, dated 03/1520104, signed and sealed by Uan Cj G. Fbabagh, . •• . ... • .0000 P P .E. • "Submitted under NOA# 05- 0729.43" • 0 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) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202 -94 along with marked-up drawings and installation diagram of Series 2100 Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 1274, dated 09/27/95, signed and sealed by Yamil Gerardo Kuri, P.E. "Submitted under NOA# 05- 0729.03" 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 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of Series 2100 Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -1305, dated 10109195, signed and sealed by Gilbert Diamond, P.E. "Submitted under NOA# 05- 0729.03" 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of Series 2100 Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -1616, dated 04102/97, signed and sealed by Gilbert Diamond, P.E. "Submitted under NOA# 05-0729.03" Chief, Pmdutt Contra] DhMon NOA No 074521.06 Expiration Date: July 11, 2008 Approval Date: June A 2007 E -1 Traco Security Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculation, ASTM- E1300, and structural analysis, prepared by Frank L. Bennardo, P.E., INC. Consulting Engineers, dated July 06, 2005, signed and sealed by Frank L. Bennardo. "Submitted under NOA# 05- 0729.03" D QUALITY ASSURANCE •' • • • • • • • L Miami Dade Building Code Compliance Office (BCCO), • • • • • '. F- MATERIAL CERTIFICATIONS • • 1. None •••• •••• •• •• • • • F STATEMENTS • • • • • • • 1. Statement letter of conformance, dated July 7, 2005, signed and Seale$ W Fra4X, ' . Bennardo, P.E. . •. • 2, Statement letter of no financial interest July 7, 2005, signed and se'dlbd by Frank-L.: : Bennardo, F.E. • • Imo. OTHER 1. None � � aiuw J D. Gascon, Chief, Product Control DivWon NOA No 074521.06 Expiration Date: July 11, 2008 Approval Date: June 28, 2007 E -2 SERIES 2100 SINGLE -HUNG WINDOW (NON - IMPACT RESISTANT) �_ =c'w'-W -DO,P.O. GSf1�An, 3 Y °Ann 3116" Tamp i 2" Jnsu 1 ' Ann 3j1,t A In�ul 3 /16 "TAPCONS 3/16" TAPCONS 3 /16 "TAPCONS 3116 "TAPCONS 114 "TAPCONS 114 "TAPCONS 1 /4 "TAPCONS v No"" WINDOW WIDTH HEIGHT Poe Nag POs Nag Pos Nag Pos Neg POs Nag Pas Nag Poa Neg MAX, 53 1/I8" _ m w N i s f i sI s s WINDOW WIQTM 3 Anchors / Jamb 3 Anchors / Jamb 3 Anchors / Jamb 3 Anchors / Jamb 3 Anchors / Jamb 3 Anchors / Jamb 3 Anchors / Jamb 49 5/8" �_ y 19 12S 152-90 80.00 1 152.90 so 09 0 3700 26.00. 63,W 9 , p4 79,04 7404 79.04 79.04 99.04 1 9 0. 04 80 ,00 117.6580.00 117. 80.00 117.65b,L.O, ( ° I 6TMPX 4 4 .._. �.... ». r 0 53.125 35,5.08 55,05 SS.OS 55,05 $5.03' 55.05 .5 80.00 81.94 80.W 81.94 SDAO 81.94 f 4 Anchors ! Jamb 4 Anchors / Jamb 4 Anchors / Jamb 4 Anchors / Jamb 3 Anchors / Jamb 3 Anchors / Jamb 3 Anchors /Jamb ., A DS8 ANN, W ' X Z 3116 "TEMP, 19.125 63.33 _ 138.13 80,00 138,13 80.00 138.13 80,00 138.13 BD,DO 154.21 80.00 154_21 80.00 154_21 `rI 3116 ANN, OR p '+ 26.50 63,33 99.68 B0�60 49.88 80.00 99.68 80,00 99.68 84,00 111.30 80,00 111.30 80.00 111.30 I M 4 w 1 /2'INSUL h 38,375 .. ...... _.. ,.� O GLASS/ 37,00 63.33 71.40 71.40 71.40 71.40 71.40 71,40 _ 7140 79,71 . _79.71 79,71 e. 79.71 79.71 79,71 53,125 24.45 24.45 49,73 49.73 49.73 49.73 49.73 49,73 55.52 55.52 55.52 55,52 S5, 2 SS.S2 ^ y i B 4 Anchors p { / Jamb 5 Anchors / Jamb 5 Anchors / Jamb 5 Anchors / Jamb S Anchors / Jamb 5 Anchors / Jamb 5 Anchors / Jamb 19.12$ 63.33 104.71_ 130.88 80.00 130.88 80,6d ' 130_88 80,00 194484 80,00 194,84 80,011 194,84 ^ $"� ".� U m S ' 26.50 63 33 75,57 80.00 94.46 80.00 94.46 80.00 94,46 80,00 140.61 80.00 140.61 80 OD 140,61 x Sd.625 - --- ! 37,00 54,12 54.12 B7,65 67.65 67.65 _67.65 67.65 6 ;65 80.04 _100 91 80.00 100.71 8p DO _ Y00.71 - h 53,125 19,29 19,24 47.Y2 47,12 47.12 47,12 47.12 47,12 62.63 62.69 82.63 62.63 62.81 62.81 c O ,0 + L 1 ANCHORS 5 Anchors / Jamb 5 Anchors/ Jamb 5 Anchors / Jamb 5 Anchors / Jamb 5 Anchors / Jamb 5 Anchors / Jamb S Anchors / Jamb "' r .(SEE CHART) 14125 63.33 107.00 $0,00 118.24 80.00 116.24 80.00 %16,24 80.00 173.04 80.0 173.04 80,00 173,04 �' r _ ... _. .. 26.50 $7 63,33 89.89 86.00 83.89 80.00 ! !!4 83.69 7A,36 83.89 80.00 124,89 Y2 80.00 124.89 0 C 37.00 59118_ 59.18 _ 60.49 60.09 60.09 0.04 60.09 60.09 80.00 89.45 _ 84.45 80.00 B9 A5 Q u{ r 53.125 17.58 17,58 41,85 4L85 41.85 1.85 41.85 43.85 57.91 57.91 ] 57.91 58.07 57 .91 1 5 Anchors / Jamb 6 Anchors / Jamb 6 Anchors / Jamb 6 Anchors / lamb 5 Anchors / Jamb 5 Anchors/ Jamb 5 Anchors / Jamb CENTER ANCHOR 0 "•`� m HEAD & i..� I.!. d n 19.125 631,33 91.04 80.00 126.21 80.00 126.21 80.00 1 6" MAX 156.56 156,46 SILL REQ'D 2631 80.00 156.56 80,00 80.40 ONLY ON WINDOWS 48 2/16" TYP w 26,$0 63 04 63,33 T5.90 80.OD 91,08 80.00 91.08 80.00 91.09 80.00 112 80.00 232.98 80.00 Y12A9 > 26.1/2" WIDE D.L.O. VEND $ 37,00 54.36 54,36 ' 65.24 65,24 65,24 65.24 65.24 65.24 80.00 80,93 _80,00 80.93 80.00 _80,93 MAX. 501/4" 53.125 16.34 16.34 45,43 45,43 45.43 45.43 45.43: 45,43 54.49 54,49 54.49 54.49 54,65 54.65 VENT WIDTH - �� n u o 6 Anchors / Jamb 6 Anchors / lamb 6 Anchors / Jamb 6 Anchors / Jamb d Anchors / Jamb 6 Anchors /Jamb 6 Anchors / Jamb �-V r o 19.125 63.33 79.30 80.0 107,08 80.00 107.08 80.Qd _707,08 60.00 159,41 80,00 159.41 60.06 143A0 �! 1 P Ii.AL ELEVATION N 26.50 63.33 66.50 77.3 71,28 77.28 71.28 77.28 71,28 90.04 111.00 80,00 111.00 BOAO 115.00 1 1/2" . 1'•OPRODUCf RENEWED EXTERIOR ELEV 74,25 as aw0yin9 wi11N asrRoride 37.00 53,00 59,00 55.4 55,35 55,35 _ SS.35 55.35 55,35 801,00 82,40 80.00 1 82.44 73,64 82,40 OmldingCode 8 53:125 14,72 1 14.72 38.6 38.55 38.55 38.55 38,55 36,55 5tl.00 50.00 SO.Oq 50.00 50,14 50.14 AoeaPtancehki A ROLL- FORMED '3/16* ANN OR 641m F Pr ctcontrof ffi r: ALUM GLAZING 3/16 TEMP GLASS GENERAL NOTES TNrisioa BEAD 1) THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN COMPLIANCE WITH THE FLORIDA ROLL - FORMED DSB- ANNEALED 3/4" MIN BUILDING CODE 2004 (HIGH VELOCITY HURRICANE ZONE) AND HVHZ TEST PROTOCOL TAS 202. ALUM GLAZING GLASS GLASS SITE 2) NO 33.1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD d i1 d BEAD BEDDING (TYPICAL) ' BEDDING DURATION FACTOR Cd -1,6 HAS BEEN USED FOR WOOD ANCHOR DESIGN, COMPOUND COMPOUND 3/4" MIN ! EE (SCHNEE 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE (SCHNEE -GLASS SITE (SCHN DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. (TYPICAL) MORE EAD MORE HEAD 4) MULTIPLE WINDOW UNITS MUST d?NSFAILtD SSING MIAMI -DgWE rwOUN V*SCCO•APPROVED STRUCTURAL 5555) 1 ' MULLIONS (a,g, NOA #01 1218,01 Of ;1101.1216, }, • • • • • • • '� w 5) THE WINDOW SYSTEM DETAILED HEREIN IZ EI�U A ESNO1 f8'7 /I INFORMATION FOR A SPECIFIC SITE, FOf►SITE CIaEj;I1 IS I R } M MHE J VINYL BULB 1/8" ANN GLASS CONDITIONS DETAILED HEREIN, A LICLNSEDIEPIMNEEFle RE it TEOD $RCIJU&T "wMia'! I !// (INBOARD AND SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION VJITM'P1715 11 �� ULLU. -��•"" ALUM GLAZING BEAD p OUTBOARD LITES) DOCUMENT. �Ya1tY 04- 113'UDU2 1/4" CONTINUOUS 6) PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE D ; ALTERNATIVE PVC 'i METAL SPACER TO WITHSTAND SUPERIMPOSED LOADS. • • • • • GLAZING BEAD ' ( 7) ALL WINDOWS SHALL BE PROTVE 0 WITH MIAMI- WDliCCWNTY Af • BEDDING COMPOUND ! IMPACT RESISTANT SHUTTERS POP. AILL LATIONS, • • • • Q ggg7 GLAZING OPTIONS (SCHNEE MOREHEAD : 8) ALL STEEL IN CONTACT WIV ALUMZNUl St?ALI_%E jlAIIREDlORspLATBO IN • BIaMIM VERT SECTIONS __. 5555) ACCORDANCE WITH THE 2001 FBORICA BUILDING Caw • • • � • : • EMBED TYPICAL AneHgks, M ATERIALS LIST _ F0149 L. aewrrwwo, 04. A PEOOS49R9 / ELEVATIONS ITEM NO, PART NUMBER QUANTITY DE SCRIPT ION MATERIAL MANP.ISUPLIER /REMARKS / (l) FORSPA SPACI '•- .� 1 OSO.00.357 1 HEA D .� 6063 "T6 ALUMAX Ix OR 2x WOOD BUCK 2 050. 00- 375 1 .' SILL 606 3.76 TIFT'ON -._... . ._,_.. a,.. 3 050.00 -366 2 )AM 60 63• T6 ALUMAX a ^•• ° f� - 4 051. 00.164 1 V ENT TOP 60 63.76 + TIF WOOD BUCKS, NOT BY TRACO, .�.._. ..., .. V } MUST SUSTAIN LOADS IMPOSED 5 DSO 00.492 1 VENT 80TTOM 6063.76 ALUMAX z K d _.<._ BY GLAZING SYSTEM AND fi 050 - 00.160 2 VENT SID 6063 -T6 TIFTON 1/4' MAX SHIM TRANSFER THEM TO THE ._ -..,� - Ow•, Z M LA .•... BUILDING STRUCTURE. 7 050.00 -119 1 MEETIN RAIL 6063 -T5 TIFTON - •� LU i TYPI CAL ANCHORS 9 DI2y00 -83a AS READ. FRAME ASSEMBLY SCREW # S X 3/4" SMS ! 0 p 0 tl `-" O N 10 012 - 0 2-835 AS REQD,' VENT ASSEMBLY SCREW # B X 1" S Z 3l1b OR 114" TA PCpNS Wl 3/1186" HEAD (BY .. ____,.�.. ., ,.,_ ___. r i < w ELCO OR ITW) OR EQUIV CONC ANCHOR it 047.40.012 _ _4 W OOLPILE VENT SIDE - AMESBU .3 ' � E O HOLDING CURRENT NOTICE OF ACCEPTANCE, _ �--- '•' ° '-- $ < � � • INTO 2x WOOD BUCKS OR WOOD STRUCTURE Y ,,,�„_• _. , .. . � ` 44/2• MIN PENETRATION INTO WOOD) 13 024•00.018 AS REQD, ACRYLIC BASED GLAZING COMPOUND - SCHNEE MOREHEAD 5555 •- - THRU lx WOOD SUCKS INTO MASONRY OR DIRECTLY INTO MASONRY (1.1/4" MIN EMBED 14 007 - 10-016 2 SWEEP LOCK 0 7 FROM ENDS ZAMAK MARSOLLO INTL. INTO CONCRETE OR MASONRY) 15 006.00 -004 AS REQD, ROLL FORMED SCREEN FRAME OPTIONAL ! 16 048 -00 -002 AS REQd. FIBERGLASS SCRE MESH ( • S EALANT; 17 04 - 56.005 AS REQD, SCREEN M ESH ROLL VINYL INST - 1 AND HEADS OF 8 � 4 "a c... • ALL FRAME ANq VENT CORNERS, _ ✓. pp ^• ��J 18 WV -8502 AS REQD. BULB WEATHER STRIPPING VINYL WIBORG N P t U J WIITH W I T XED N RRAILDA7 Sg ..s. �. '_-'_ _ -L .. _..1 �Fa • g t6 20 046 -16 -016 1 F SILL VINYL WIBORG i !� ENDS SEALED WITH GE SILICONE. 21 04646 -030 1/ JAMB BLOCK AND TACKLE BALANCE WINDOW COMPONENTS 22 _ 2 CLOSED CELL FOAM PAD ,,..,. 1X2 XI /4 AT EACH CORNER 24 046. 16.009 �2� . VINYL BULB GLAZING BEAD ALUMINUM .... - ..,_. ...._.- ... VINYL _.._.. _. Ell 13 23 ASR D ROLL FORMED GL v ' 25 046.00 -300 2 (ALT) PVC GLAZI BEAD PVC ALTERNATE TO VINYL BULB S 26 050-300 2 ALUM GLAZING BE 6063 n TYPICAL ANCHORS, -VENT WIDTH w S !, REF ELEVATIONS -114" " "` 114 MAX SHIM 1 4 MAX SHIM (SI) FOR SPACING I' X51 ANCHOR NOTES D.L,O. (VENT) — -} /TYPICAL ANCHORS � r 1/2" DRAIN / . , INTERIOR tit ACCORDANCE WITH MANUFACTURERS' r,J 9 J REF ELEVATIONS NOTCH AT EACH 1) ANCHORS SHALL BE INSTALLED IN 1 �' F,: Zr t i '- --'— _ / (91) FOR SPACING IJ END OF SCREEN p 13 6 RETAINING LEG 2U RECOMMENDATIONS. 22 y 2) WOOD BUCKS (NOT BY THIS e \ MANUFACTURER SHALL BE ANCHORED » _ ODUCTRSN6Wr A IS Is ES d , BFi 10,18 lltheFlNatde (' \ PROPERLY TO TRANSFER LOADS TO THE t 118` SHIM AT '-" EXISTING STRUCTURE. ° J t t� - n �Pt�mtec P4f!"� _ EACH CORNER OF SCREEN .. t a BE 1/4" MAX SHIM 3) WOOD BUCKS AND /OR HOST PINS" •. 1' I _ • '�I Duutinn i ! STRUCTURE SHALL "SOUTHERN I - {--.` I • • . "'-"•`- • °° by . G -0.55 OR GREATER DENSITY. • • • '. IM mm C 4) ANCHORS SHALL BE AS LISTED, �• • • • • • • • DiWa wt� SPACED AS SHOWN HEREIN, MINIMUM 318" MIl� • • • • • J • • • e EDGE DISTANCE AND EMBEDMENT TO BASE GLASS BITE E>:IERlOR • • • • • TYPICAL ANCHORS, STRUCTURE EXCLUDES STUCCO, FOAM, I. (TYPICAL) (��}• r 04 - 113 -0002 Ix OR Zx, .< REF ELEVATIONS BRICK, AND OTHER WALL FINISHES. ° . , :WOOD BUCK (SS) FOR SPACING 5) WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY :• --.%ME WIDN • • • --+• • -•-• - VARY. FIELD VERIFY THAT FASTENERS ARE i SINGLE GLAZED SECTION INTO ADEQUATE WOOD FRAMING MEMBERS, • • • • • • • b a HORIZ ®AIT�QLSECTI EAI d , r ,, • 2 6" +� 1' - 0" VERT, SECT, 2 6" gl' -a" • • HORIZ. SECT. • ••• • • • •• •• I EMBED ,,' TYPICAL ANCHORS, FAANK L. B r t�, REF ELEVATIONS (51) FOR SPACING - I' -Ix OR 2x WOOD BUCK . 4 A _ 1 /4" MAX SHIM ui I U s (L o f w� 13 TYPICAL ANCHORS, 1/4" MAX SHIM X Z ,1 Z f REF ELEVATIONS �._� .-- .-- .- .. VENT WIDTH !✓ 114" MAX SHIM - 0 0 0 w � 2Z _ . (SI) FOR SPACING (VENT) _ J Q m LU n r TYPICAL ANCHORS, f1 INTERIOR ^g�� REF ELEVATIONS ($I) FOR SPACING Z z LL U w in tv GLASS BITE EXTERIOR (TYPICAL) . D 9 00 FRAME WIDTH~ v z a l� ' DOUBLE GLAZED SECTION w n (INSULATED GLAZING) 8 ALUMINUM 1 0" VIEW in GLAZING BEAD r 25 W/ VINYL BUl6 112" DRAIN T NOTCH AT EACH t,�„ EN ETAINING LEG- (2 2' 2 GtAZI G PAA /"r ` 2 d d , 1 1 18 " SHIM AT - EACH CORNER 18 1/4' MAX SHIM _ 40 40 4040• • • • • • OF SCREEN — • • • S; .. -- • 4040 • • i i i•i 40 �,�� d;. d' 4 'a 4040 ••i 40 40• • • TYPICAL ANCHORS, • • • • • Ix OR 2x� I• ✓"� 4 REF ELEVATIONS PRODUCT RENEW6D *� 04- 113 ^0002 :WOODBUCK- L (SI) FOR SPACING m wmPiyhtg with Lhe Fiorhie i:. lleil Code olvyP 'Jf aEBCm OM • • • � • • Au40ms No q .. DOUBLE GLAZED SECTION •.' . 1 (INSULATED GLAZING} VERT. SECT. • • • • • • • • • vision • • • • DMrbbll � K j •�•• • • • 4040• • • 4040• �• 4040 • • • •40099 �^�'- x, 177" ^ -•• ^^ ^} ! MW �, MO AK PA, N PEM6549 0,06x" g: zo FRAME H EAD r Q p � U4 z 0.062" x2; z U . LL 1.012" LLU ia0}� , ,MEE TING RAIL VENT T CORN z M Q N ( FRAME T CORNE �~ F RAME J AMBS Z L I PV Inn, . VENT VEN BOTTO C ORNER r V ENT TOP R AIL BOT TQM RA LL 2.327" I 1.075" �} • • • • • • EPRCfiJ!'0rC R @iJ�WBU ' . .._ ! —L ' • • • • • , • • •ke c81np1}k"8 wick tYt bkviAd �11(.Til� 0 .66x" o.06 a � v"mftenwa �� 04 -113 -0002 ° peNm "' DESCWMM)N: ..' FR BOTTOM C ORNE R � •••M ion.'"a M �- 2,125 " ---} ._.._ ..... • • • • • • • • • . Dlvkiey 4 . • ... a ` ` 3 1 SASH SIDE RAIL ` ••• ••• •,• I NOV 0 z 2007 v . BY. -- - - - - -- MIAM MIAMI DADS COUNTY, FLORIDA - METRO -DADE FLAGLER BUILDING BUILDING L CE CE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX(305)375-2M, NOTI E OA Jeld Wen, p 31725 Highway 97 North Chiloguin. OR 97624 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 alldWby ...... the Authority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami Dade C"Uy Product Control . . Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cotuty) reserve the right to : • • • • have this product or material tested for quality assurance purposes. If this product or rnatarial• fads to pelP€orm in ..... the accepted manner, the manufacturer will incur the expense of such testing and the nW pay i cedlately • • • •' revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reseroes thE right • • • • • • to revoke this acceptance, if it is determined by Miami- -Dade County Product Control Di4lioMbat this product or material fails to meet the requirements of the applicable building code. 0 0 0 0000 0 • • • • • • This product is approved as described herein, and has been designed to comply with the Nigh Aleloeity T-ff'eane • • .. Zone of the Florida Building Code. . DESCRIPTION: Jeld Wen "Gladiator" & "Energy Saver" O/S Glazed WE Residential Ins. Steel Door APPROVAL DOCUMENT: Drawing No. S -2004, titled "Jeld Wen Steel Outswing Woodedge Door Double and Single Unit'". sheets l through 7 of 7, prepared by R.W. Building Consultants Inc, dated 12/01/99 with revision on 11/08/02, 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. AUSSILE IMPACT DATING: None LABELING: Each unit shall bear a permanent label with the manufacturer`s mane 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 TWADiATION 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 donne 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 # 99- 1007.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime M. Eisen, P.E. AMIL NOA No 02- 1211.10 d { Expiration Date: July 17, 2008 Approval Date: January 23, 2003 Page I field Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S -2004, titled "Jeid- -Wen Steel Outswing Woodedge Door Double and Single Unit ", sheets 1 through 7 of 7, prepared by R.W. Building Consultants Inc, dated 12101/99 with revision on 11108/02. B. TESTS 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 ;..... 2) Uniform Static Air Pressure Test, Loading per*PA.202 -94 • • • • • • • 3) Water Resistance Test, per PA 202 -94 ; • • • ....:. 4) Forced Entry Test, per SFBC 3603.2 (b) and P.A.7(i2 -94 . along with marked. -up drawings and installation diagram of pair ; of outswing.... . glazed residential insulated steel doors with sidelites, prepared by ftrftfied .... • • • • Testing Laboratories, Test Report No. CTLA456W (Addendw#j,: j� M f 23, - ...... 2000, signed and sealed by Ramesh Patel, P.E. ...... .' 2. Test reports on 1) Air Infiltration Test, per PA 202 -94 : : .... ....:. 2) Uniform Static Air Pressure Test, Loading peg PA X02 -94 ... :....: 3) Water Resistance Test, per PA 202 -94 a . • • • • 4) Large Missile Impact Test per SFBC, PA 201 -94, • • 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced. Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of pairs of outswmg residential insulated steel doors with sidelites, prepared by Certified Testing Laboratories, Test Report No. CTLA456W, dated October 19, 1999, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Calculations, dated October 2, 1999, with addendum dated March 20, 2000, prepared, signed and sealed by Mark Fetherman, P.E. D. MATERIAL CERTIFICATIONS 1. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA456W, dated September 30, 1999, for steel samples, tested per ASTM E8- 93a, signed and sealed by signed and sealed by Ramesh Patel, P.E. Jaime M. Eisen, P.E. Product Control Examiner NOA No. 02- 1211.20 Expiration Date: July 17, 2008 Approval Date: January 23, 2003 E-1 field -Wen. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) 2. Test Report No. ITS499006660 -001, prepared by Intertek Testing Services NA, Inc., issued to Jeld -Wen Research and Development, dated April 8, 1999, for samples of foam, tested per ASTM E 84-94 "Standard Test Methods for Surface Burning Characteristics of Building Materials" and ASTM D 1929 -91A "Standard Test Method for Ignition Properties of Plastics"; signed and sealed by Douglas Keith Tucker, P.E. 3. Test report No. 114884-1 issued by SGS U.S. Testing Co. Inc., dated November 24, 1998 issued to ODL for Filled Polypropylene Lite Frame materialper A ftM• • 0 0 0 0 .. D 635 --97 "Standard Test Method for Rate of Burning and Tune of.Bulning of . . • Self- Supporting Plastics in a Horizontal Position" signed and sealed Joseph • • • • : • Cappetta, P.E. • • • • • • • 0000.. 4. est report No. 114884-2 issued by SGS U.S. Testing Co. Inc., daQ Novemb&W,. 0000 0000 0000. 1998 issued to ODL for Filled Polypropylene Lite Frame materig,p" AST1V - D . . , ; • 1929-96 "Standard Method of Test for Ignition Properties of Plaet 0srsigned &d' sealed by Joseph G. Cappetta, P.E. • • • • • • •' 5. Test for outdoor exposure in South Florida at 45 degrees for 5 ydars at•Atlas. • • • • . • • • • • • Material Testing Solutions, Miami, Florida, 'Test Report # 0DLf--2 A f fed 0 0 0 . 0000.. November 12, 1998 issued to ODL for their Filled Polypropylene lite frame • material. 6. Test Report No.MTS- 520490 issued by Celotex Corporation Testing Services, dated December 8, 1999 issued to ODL per ASTM D638 -96a "Standard Test Method for Tensile Properties of Plastics", corresponding to the 12 months old samples of ODL Filled Polypropylene lite frame material. E. STATEMENTS 1. Statement letter of no change, dated 12/4/02, signed by Steve Strawn. E. OTHER 1. Notice of Acceptance No. 99- 1007.01, issued to Jeld -Wen, Inc., for their DoorCrafl "Gladiator" & "Energy Saver" O/S Glazed W/E Residential Ins. Steel Door, approved on 7/17/00 and expiring on 7/17/03. Jaime n Eisen, P.E. Product Control Examiner NOA No. 02-1211 AO Expiration Date: My 17, 2008 Approval Date: January 23, 2003 E-2 MAX OVERALL WID 88.5" MAX. OVERALL WIDTH 05 7A ' MM PANEL 36" MAX, - I MAX 77 D.L,O. JELD-WEN(a STEEL r WISTH W�TRAGAL PANEL WIDTH 6* . r (b G ADIATOR and ENEROYSAVER --- ! ----- - OUTSMNO WOODEDGE STEEL DOOR WITH WOOD FRAMES v 7 GENERAL NQTES 1, THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA E OL JE! 0 wc COUTSWU FRAM 0 0 BUILDING CODE 1994 EDITION FOR MIAMI–DADE COUNTY. 2. WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY OO T O TRANSFER LOADS TO THE STRUCTURE, __j 3, PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS 04 al 0 6 i SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 4. IMPACT RESISTANT SHUTTERS REQUIRED. 5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: –SEE DESIGN PRESSURE RATING TABLE SHEET ONE, SSS V5_g 8. SIDELITES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION, DODBM EVA-nm SiNGLE DOOR W4QUM EVA T(ON Ig 7, THIS SYSTEM DOES MEET THE WATER REQUIREMENTS 105.25" MAX, OVERALL WIDTH 15.5" MAX, 37.5* IN MIAMI –DARE COUNTY. 175" 14* MAX. FRAME WIDTH OVERALL WIDTH D _ .L.0 MAX. D' . PANEL WIDTH 12 b (5 jCg ((Common INSUL DO R mom Ito . fro wkv-ns� Door Leaf Construction: 7 19.625' go, (0.021 ") lots, 4 minimum thickness, MAX A I minimum thl knees AK , I & ?%vonizod se – m , mercial quaRy – t Ilf er ASTM 620 withzIeld strength F 1 vi.? si. to 24,600 p C ore with 25 lbs, d ;on ed polystyrene Col2sUuctio : Steel face sheets clued to expanded Uksll 1; with ro nd 1 *4 1 101 0 j wi se 'Fod wood 7 k Ig," a 0.719d *4 0 0 reinforcement. Qcame pogst c4lon• The head cmbe and sldq tombs . Z' gigarjo I - 0 4i'a butte x 1.25 . 1 9 (3) 7/8 pit e� t d �cfwd * x 2 wire staples. The threshold used ffi \11_��_O�U_Mlnurn outswing bumpface measuring 4.625' 1*,/j 110 - ) 4, TABLE, OF CONTENTS SHEET # DESCRIPTION • • euiwaao — I COMMON GENERAL NOTES, TYPICAL ELEVATION) DOUBLE a W15JDjyJ7.2 IrVATMDM • • • SINGLE DOOR ELEVATIO — 2 VERTICAL CROSS SECTIONS GLAZED DOOR * �F VIEW (VI am — 3 HORIZONTAL CROSS SECTIONS 1/3, 2�3 3 runwr4pun CAM 12/01/99 4 HORIZONTAL CROSS SECTIONS 1/4, 2/4 & 3/4 DESIGN PRESSURE RATING • waftftdb sm-0 N.T.S. 5 ANC -LOCATIONS 0 WHERE WATER INFILTRATION e an or TJH ANC H O RING RING LOCATIONS & DOOR MODELS hoitzffe"o 7 1 BILL OF MATERIALS & GLAZING DETAILS R UIJ&ENj 14 NEE DID CHK. n RW POSITIVE V'50.0 I PSF • • MtWM N04 NEGATIVE – 46.0 PSF 5 -2004 aw _t_ oF 7 0:6 0 0 00, V: 0.0 .a f• .,'�►, ♦ • dA, a• : •a .,dj 'e'ra, ,! +. ► ►.• s- 'D••♦ i �' 4yW ► e ` 23 23 23 a• 25 25 n 13 f p 1 2 r3 'n C�ci�xx SEE NOTE - i� -a'a s'•y 1 SHT. 7 5 to 31 r'' "'','' SEE NOTE ". ? " 27 12 SHT. 7 �i 13 .020" MIN. �n 30 SKIN 27 M r .020" MIN. �00, y� FIXED 30 30 SKIN v , d z o d W a ,J n ...t 1.75" MAX. .75" GLASS �' w Q 0. PANEL 7HK. ° LU K. 7H M , 28 "� 28 ' 32 �- .5" MAX. ry GLASS THK. ct ao ! ,5" MlN. n XO Go ti N a GLASS THK. of XTFR /OR OPERABLE °p on9 ~ SEE NOTE n r. #1 SHT. 7 p � p 14 h 14 .- .:Y;9 9 7 8 w 020" MIN. n z 1.75" MAX. �-- SKIN THK. c PANEL THK• 7 a • • • • • sGCriwrs, irrc h • • • • • • • • 813.684.3831 ---- • 2 ER 2 �oott4Tt8 DAM 12101199 a �, Pi' •� ♦ • • • ••• • ••• ••• r "� x:112" a f" M " v �' e; i i • • A�g4n• ' ►211 f0 Om W. TJH cv �, • • p' • • • • • • • • • CHK 8Y: RW • • • • • • • •• •• PERT D S'EMON • • • owra+wo s I AL �"�'�'— s - 004 2 sir � or L .. • . . ... . . . . . . • • . • • • • . .. .. . . • .. .. .•. . . . .•. . . i SEE NOTE it SHT, 3 19 NOTES: 12 1. SPACING FOR #18A IS AS FOLLOWS: FROM TOP DOWN 78A 10 26 1 ", 2 1//2 ", 4, 5 112 ", 13 ", 18" do 26 SPACING FROM ¢ 16 EXTERI4B 2 THE BOTTOM UP IS THE SAME. 28 2. ATTACH THE STRIKE PLATE AND THE DEADBOLT PLATE TO THE ASTRAGAL USING A #8 x 2" LG. PHILLIPS FLATHEAD SCREW. 1 INACTIVE — ACTIVE ` 27 V . 30 is 9 ((y TER)OR (y x 3 as SEE I SHT 7 f1 HORIZONTAL CROSS SECTION 6 AT ASTRAGAL. TYP. B 25" MAX. 28 :'.,; •'.: °,; n, SHIM 19 24 as ., 9 XT RIO wmO B . r ' 23 15 6 31 30 9 r SEE NOTE �1 SHTr 7 12 25 V a � .e• ,4yy;.s.1��M�.M'� 1 r' �' I 23 ►', y� X 15" MIN. ° 32 COUNTERSINK 1.15" MIN. 1814B h &1 "ra 3 30 in EMB. h s' SEE NOTE SHIM THK. 9 J2 SHT. 7 �Z HORIZONlAl- CROSS SECTION S y Ar 1 NGE r JAMB To BUCK, Tva- 15" MIN. .. ... . .. COUNTERSINK �fTAL CROSS S EG.TIQ • • • • • • • • • �•' -' a .• AT LATCH JAMB _ TO BUCK. TYP. • • • i i i i i i • i • • 1.15" MIN. •• ••• •• • • • •• EMB, PRODUCT: q�/ lRO7l1K7 > Cale 12/01/99 JEW -WEN, INC. OUTSW NG OODEDCE obGR y1(' • • w • i • O ; R. Ti 1 DOUBLE & SINGLE ONIT• � c • • • H 31725 HIGHWAY 97 NORTH N • • • a+xr .r: Rw PART OR ASSFM9Lt: • • �� • • • • CHILOQUIN, OR. 97624 1 9 00 cEN s --- . • • ,„,�, • • o,o No.: PH. 541.783 NO D HORIZp A ccROSSE TIONS gi3.gg4.3g31 NS S -2004 i ' ,/3 & 3�3 SHEU OF • • • • • • • • i 1.13" MIN. EMS, 2g 22 15" MIN, COUNTERSINK SEE NOTE 5 01 SHT. 4 .. 33 f9 27 34 33 t2 B B o a SEE NOTE • ;y�, `•' #1 SHT. 4 33 27 INTERI 4. 24 t,.+ a r 15 30 34 SEE NOTE g ~ { 11 SHT. 7 » 'c »' 30 a 25" MAX. [y'�Qd7$I SECTI z SEE NOTE SHIM THK. f1T SIOELITE TO BUCK. TYP. "_` 15 #t. SHT. 7 4 4 5 COUNTERSINK 24 13 6 [ ONTAL CRO SEG PION ARK) 34 \ �D�LLLF IQ �Arc JAMB. TrP. ..t . ;� .g ..• 1,.. %d.F SEE N r ' it SHT. 4 33 27 'l NOTES. 1. 3 I NTER !?S 9 -- 1. SPACING FOR ITEM 033, WHEN USED TO ATTACH THE SWELITE TO THE SID£LITE � �,;+ •,,+ JAMB 15 AS FOLLOWS; FROM THE TOP "•} 's, . DOWN 8" & 30 '. THE SPACING FROM THE «' ''„ • • • • i i e • • • i 9 TT0.* -VP IS THE SAME. W A HORIZONTAL CROSS S 5 • • • • • • • • • T- {DELETE TO HINGE JAMB. 15 ' • i i i i • • .15 " MIN. � 1 30 SEE NOTE • • • • • • • • • • • • COUNTERSINK #1 SHT. 7 PRODUCT: rsou T wr4m DM 12,1011 JELD — WEN STEEL • • • • • • • • a �NMMlYrW JELD WEN, INC. ou D 0U8t N E GO SNG� E �N R • • i i i � TJH 31725 HIGHWAY 97 NORTH g • • • •" *�'-�' cw. er: RW CHILOQUIN, OR. 97624 ERAL AS • • . INC • . . �,, Ho: PH. 541.788.2057 By HORIZO q� CROSSE TtON5 813.884.3831 S -2004 t4 2f4 & 94 sHeer � aFZ I I o vi I `` a � SEE DETAIL V .Z. TYF. „i ' T � � TM x E J e^ e• I— . SINGL E DOOR ANCHMNO LOCATIONS CQ n 4 Q9ML 7 ATTACH ASTRACAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. w • • • • • • • • • • • •• •• • • • •• •• SEE DETAIL "F" 4" 4" a i t 11 1 1l I It 1 I R z�� TYR TYP• C I C t r T 1 r t 8 l r rr r rr 4 «� 3" 3" �-4" 8^ 6" 4" DOO F DOOR WISIDELITES LOCAT10N5 4" ANCHORING 4.5825" — { T' n •O •• • • • iT • • • s • • • • •• • • • • • • • • LTANB. INC 813. ®84.3831 PAM 12101199 • ••• • • • • • • ••• ••• • ° w"� SMO N.T.S. • aro. er TJH • e • • s • • • cw_ BY: RW DETA •. • •+ �» s-2o04 HINGE DETAIL • • • • • • • • • • • •• •• • • • •• •• W + SEE DETAIL "G" SEE DETAIL SHEET 5 SHEET 5 4" fi :r �+ 4" "� I-- 6" 8" --1 '" 4» T I I I ® I TAT. a � O T Typ. TYP. 1 M W 131 III ,@ n n, III I®l 4" ^) 4 " r -� e" h- s" - 4 h 4" SINGLE DOOR ItIS I CHORING L4YO��l 36.0" MAX. 15.25" MAX. PANEL WIDTH � PANEL WIDTH / � go ® m 1 / L / / / / •i •• / / / � C / / • • • s • • 0. ° / / O 0 19 o / �•• • i i i i d7 D DOOR MO MODELS ••• • • • • ••s • • 2 T1 to S 2 T. �< lff±7f7 V ^ rn� 4 W S2 5K x $ � of 0 () 4 N h 813.884.3831 WALL N.T.S. owo. " TJH 2t. W-. RW owwnno ra.: S -2004 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Item DESCRIPTION Materlol i HINGE JAMB 0 114 x 4 1 12 WOOD 27 ,5" GLASS HEAD JAMB Q 1/4" x 4 1/2 BITE 4 x 4 TT HINGE 1 MIN ST 4 1" P T f STEE 5 8 x 1 PHILUP FLAT OD Lr EXTERI6?B 125" INSULATED 6 t 2 D TO 0 v TEMPERED GLASS 7 114' T x t FOR DOORS 1 L Ln 7A ITW B I D T N (N OA 98 -12 .03 OR O^i 7 O TAP ON NOA 1 1 L ((�� B BUMPER THRESHOLD 1 1 4x4 5 $ x5 - 78 " 7 - ALUMINUM c M t N WEAT TIP — —6 25" AIR SPACE 10 XTRUD ASTRA A fMP RIAL ANH UMINUM 11 9 x 1 PHILLIPS FLATHEAD WO SCREW Ott Z 12 FACE SHEET 24GA. GALVANIZED .021 MIN. $ FACE SHEET 25GA. GALVANIZED .018 ' MN. 13 T RAIL 167 x WM{j 28 .125" INSULATED 14 BOTTOM RAIL 1.67 x 9,065 W000 I RtQ$ TEMPERED GLASS 15 IDE STILE 1.067 1.065 WOOD 25" STEEL 1 A TRA THRO SO LT 01.31 x 19.25 L. IL ti SPACER 17 8 x 1 2 TYPE PANH S L 30 18 ASTRAGAL REINFORCEMENT PLATE LOCATED WOOD rn� SEE NOTE 11 TOP & BOTT M ASTRAGAL. TTACH wtyi� 9.;z 1 8—#6 X t PHILLIPS FLATTiEAO WOOD SCREW — S TEEL GLAZING 0E1Alt 19 KWIKSET TITAN SERIES K N 20 KWIKSET TITAN SERIES OEADBOLT i FULL LITE & IIDELITE 21 T H SCR SEE LOCK INSTRUGTI NS I iG t� 22 MASONRY W +� 23 2x WOOD K W 24 DYLITE EXPANDED POLYSTYRENE m 1.0 TO t I cu. ft. MIN. DENSITY *2Q" MAX. SHI WOOD 31 WOOD LOCK REI WOOD .5" GLASS 7 FULL LITE & SIDEU E FRAME a POLY PROP OLENE w SITE 2 L I GLASS 29 LATCH 1 1 4 x 4 1 1 WOOD x 1 1 R FRA EXTERI B 31 N LITE OLY PROP LENE 2 4 RM MULATED TEWE QM L 32 3 $ x 2 PHIL'( PHIL'(PS F TH WO SCREW 125" INSULATED 34 NK JAMB 1 7 4 x 4 1 12 WOOD C TEMPERED GLASS NOTES: G � 1. SPACING FOR ITEM X30 (18 x 1 112" TEK SCREW) c IS AS FOLLOWS FOR SIDELfTES & FULL LITES: TOP & BOTTOM; SIDELITE (2) SCREWS 2" IN FROM EACH ^. S" AIR SPACE CORNER. FULL LITES (3) SCREWS 3" IN FROM EACH CORNER, & (1) IN THE CENTER, SIDES FOR BOTH: (6) SCREWS 3.25 ", 13.75 ", 26.5 ", 39.375 , r •• ••• • • Sao" ANOP62,626 . INTERI i i ••�r �AINJ R RTEM 1 30 (18 x 1 112" TEK SCREW) • • • • • Wi FOR THE VENT LITE: TOP & BOTTOM (l�l auwcnnic 2 • • • • 1 2 • 11s FROM THE CORNERS & (1) IN THE CENTER. oNSUUT�Nrs, iNc t25" INSULATES* ••• •• S 30 STEE TEMPERED GLASS ES; 3.2 "*20M TOP CORNER & (3) MORE AT 10.375 ", b13.b843831 5" L � � SPACER r te, wte 12101199 SEE NOTE #2 mmoucy l rvam i ••• •• i ••• •.• •.• �'*m*mrbft MAL* N.T.S. • • • • • • • • Air • 0 M. ft TJH GL AZ ING DETAI • • • • • • • • • R VENT LITE • • • • • • • s • • • owaew No.: S -2004 s"EEr 7 of 7 • 0 • M I� � MIAM DADS COUNTY, FLORIDA • • • •METRO•DA E+I AG.1fA VNV DING BUILDING CODE COMPLIANCE OFFICE (BCCO) 'iM0 • • T • • ' PRODUCT CONTROL DIMION , ST ' + 1603 MIAMLWLOFSPK MJ90 -1563 Aft ' ' '3011111 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Armor Screen Corporation 2001 -A North Congress Ave. Riviera Beach, FL 334W • SCOPE: This NOA is being issued under the applicable rul go g the use of construction materials. The documentation submitted has been reviewed by M'iam'i Dade Coun . uct 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 (AIM. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In M arm Dade County) and/or the AW (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 moaner, the manufacturer will incur the expense of such testing and the AW may immediately revoke, modify, Or suspend the use of such product or material within their jurisdiction BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zane of the Florida Building Code. DESCRIPTION: "Armor Screen Series 2000" Flexible Wind Abatement System APPROVAL DOCUMENT: Drawing No. AS -001, tided "Armor Screen Series 2000 Flexible Wind Abatement/ Impact Protection System", sheets 1 through 8 of 8, prepared, signed and sealed by Thomas M. Keleher, P.E., last revision dated November 25, 2003, 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: Large and Small Missile Impact LABELING: Each screen shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: 'Mann 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 a ft er 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 revises NOA # 03-010804 and consists of this page 1, evidence submitted page(s) as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Maker, P.E. NOA No 03- 1204.01 Rspu-ation Date: 01/07/1008 1 2/ / Approval Date. 12/2!i /2003 Page 1 GENERAL NOTES: This wind abatementlimpact protection system Is designed and Wated to czar* with the high velocity hurricane zone of the 2001 Florida Building Code. Armor Screen Is a flexible wind abatement and impact protection system utilizing a woven monofilament dectextile that fulfills the 2001 Florida Building Code requirement for opening protection. Geosynthetic hurricane screen: The hurricane screen shall be produced from a polypropylene, woven monofiiament geotextlle fabric with individual filaments woven Into a basket weave network and calendered such that the filaments retain dimensional stability relative to each other. The woven monofilement geotextile fabric shall have the following minimum average roll values: Examples of typical Installatlons Grab Tensile Strength (ASTM D4632) 425 x 325 LBS Puncture Strength (ASTM D4833) 130 LBS Mullen Burst (ASTM D3786) 675 PSI Trapezoidal Tear (ASTM D4533) 150 x 125 LBS Wide Width Tensile Strength (ASTM DOW 225 x 205 LBSAN Wide Width Elongation (ASTM 04585) 22 x 21 % Apparent Opening Size 30 US STD SIEVE. Percentage of Open Area 6% Barrier can be mounted with opposing primary anchored perimeters In vertical, horizontal or any alignment appropriate to the stuctu re being protected. STRAIGHT BALCONY STORM BAR Screen unable to retum should extend past protected opening by distance equal to minimum required deflection. Design loads calculated to ASCE 7 -98 as required by the prwaiNng building code. Product marking - a label shall be affixed to the banter with the following statement: "Armor Screen Corporation, Riviera Beach, Florida Mtaml -Dade County Product Control • . • : . Approved" • • • • • •..s• ALL GEOSYNTWTI: WJWJCAW SCREEN ASSEMBLY VWALLATWN DETAILS DEPICTED WITHIN THESE • • DRAWDOW ARE TYPICAL FOR THE INSTALLATION OF THIS WIND ABATEMENT AND IMPACT PROTECTION .. SYSTEM ONLY. ALL OTHER BUILDING COMPONENTS SHOWN HEREIN ARE DEPICTED AS EXISTM AND • of Nor CON BY THE SMVW COWANY. ], ANGLED INVERTEIf .... • WIWDgW.. ..:.. ��Vj ��% QOMiPOWlT1oN � taw ie`11 C • • • • : • • • • NM Thomas �, P. gyp•. no < • I108 8.E 14MI Term) *�• NO- 40169 � �pu$ioelda " ego** C " °yield EWMh, FL. 3' ,' 31 �...., fy 4'.ne) 964 -SWge:3 "k M u PRODUCT: ARMOR WRM tMH M M 9 SLATE pp : �, con Ds z d Fu708LEWINDABJ ITSMEMr11A1PAOTFROTECA0118YIMEM i� •. �► : �j `► § root !w Gw4w Ave, nin b* a 330 •• OAIt)t'.• ft an)mt Oro It 40)"t -ow nom �i2rioN... EN •�` / p • • • SIQNS Table 1 Anchor Sp acing • • • • • • • • • T1.210 Pa g Anchor Choices S W Deflection 1' O/C 2' O/C 1 ' 2' 3'' In feet in inches Design Pressure"' W open we 318" bolt up opm • • • • 9 0 4 • • • 130 65 X X X • • • • 130 65 X X • X ' • • • • Ir 6.7" 92.75 48 X X X X 8' SS' 130 90 •• X•• .• • • • 130 66 X • X •• i i i i 15 68 X X •.. X.. : ••• 8' 8.5" 68.75 34 X X X X l* 10' 16" 130 90 X 10' t6" 130 65 X X X 10' 16" 94.75 47 X X X X 12' 21" 130 90 X 12' 2V 130 65 X X 12' 21" 120 60 X X X 12' 21" 69.75 35 X X X X 14' 30" 130 80. X 14' 30" 130 65 X X 14' 30" 120 60 X X X 14' 30" 64.76 32 X X X X 16' 39" 130 75 X 16' 39" 130 66 X X 16' 39" 110 65 X X X 1G 39" 6o 34.25 X X X X 20' 36" 58.00 29.00 X X `` r2►�'�'' - �` 24' 41" 48.00 24.00 X X CONCRETE: "Table is intended for drop -in and LDT anchors in mete. WOOD: Lag anchoring (mci. LDT) into wood as follows .� o O: Column 1 *: 3/8' thread, 1.75" penetration into SYP (0.55 sg) Column 2*: 318" thread, 3.1" penetration into SYP Column 3 *: 1/2' thread, 3.0" penetration into SYP yd ♦ ° ♦••.. •'�0 �� Column 4 *. 1/2' thread, 3.7" penetration into SYP EARTH: * Specified earth anchor maybe used with any of table choices. HOLLOW BLOCK Column 1 *, approved epoxy anchoring system for 318" 81/2" thread. NOTE: ** Design pressure may be increased by 5% for negative loads TRACK SYSTEM: Table applies to track system, anchored with two 5/16" fasteners per ceat,as follows; - into hollow block, min. 1 1/4" embed can be installed as in column 1* - into concrete, min. 1 314" embed can be installed as in column 3* ,- - into concrete, min. 2" embed can be installed as in column 4* iii" � ..., - Into wood (SYP. sg. 0.55), min. 1" embed can be installed as in column 1* i L i e - into wood SYP. ( Sg. 0.55}, min. 2" embed installed as lo column 3* NOTES: rational analysis. t Anchor So 0m. varies inversely with pressure and is subject to ;a y &E: is measured anchor to anchor. S s mi i ICATION separation measured at mid -span of screen. e ll I Part numbers: 318" Lag Anchor (AS9MS 't7 c 1/2" Lag Anchor (AS9012S) Tapcon 5116", 318 ", and 1/2" LDT can anchor in both wood and concrete t m - Drop -in Anchor: 318" Steel Drop -in anchor in 3000 PSI (min.) concrete, 15/8" min. r s embedment (H3038S)o f3 1/2• Steel Drop4n Anchor in 3000 PSI (min.) concrete, 2" run. LL embedment (H3012S) Earth Anchor: Proprietary System: Stabilized 1/2' x 30" shaft with 4" helix De krf. T0.10 -" Working load 3150 LBS. (E7912P) SCRO No SCALE Soil Class: 5 (medium dense coarse sand) Epoxy Anchor. Equal to Red Head umbrella inserts and screens with C7 adhesive. m in ASAM sim ire2 O 8 . ... • a��v SEE: TARE t • • • • • • • • • • • • q • • Al • • ALTERNATEAl�Fplilfi • • • • • • • • J Z �y� ��py �� t,A IMM EV EORPUW • • • : • - Lur • • • • F43 0�1EAelErAO ,V (A8ma mmm N8 ALLED WERn aty MO TtETRLMINM YNt!! 3i�' rri EDGE EMSTANW a UrDROPMANCHOW TYPICAL ONE STORY ASSEMBLY A INSTALLATION eW 3rcr� EYEcr80LT Al E a :i; f` J Z • q 'g a d TYPICAL ONE STORY ASSEMBLY A INSTALLATION eW 3rcr� EYEcr80LT MDROP�l1 ANCHOR& ' ry SEE TAB E1 [OR TRACXI d w ALTERNATE AYSEM INSTALLATION ( T - N AT EXTERIOR SLAB J 2Mt9 AVM 8CREB/C0RPOR Dw br. TO. 1A -22 -01 scari wSME >s Na AS-= am w3 IF 8 STORM BAR SPAN r T v r vii" MAX IMF 135 66 60 135 60 DEFLECTION &r 6.1 6J 62 16" SYP 2OW X X X ALUM. 'CUBE 2"z6'XIJW X GYP 4 X - DEFLECTION; ACHIEVED BY ONE OR MORE STORM BARS AND MAY BE INCREASED WITH BLOCf4NG - AWNt. TUBE TO BE TYPE 6061 TS - ANCHOR ENDS W TH 5/18' x 1 -112' TAPC OA MW. CR WITH ALUM MTD BRACKET AND 2- 114*XI -1/2' TAPCON - SUBJECT TO RATIONAL ANALYMS .•. • • .. .. . ..... .R NS • • • • • 0 2.2NK Aop dV.2M ... . . ... 22003 d • • of W ALTERNATE ANCHOR oKm NoRlrs t3 �i O O M ate_ �°� i � a N STORM BAR wwww"m CONFIGURATION X S$TABLEt C m 6i7 T , n m m m mm UNTE MmY Oman m x z w LU 5 03 Ix 0 a k 16 7 , . .6 i L W EAatliAt+FtwtfOR, 4DWl FB.DC HOFWWALLYSTAKM 24' EE 0 .C. S TABLE I mommm • �,, ul iQ• S Lt r CI 1104 A a� I- a w It Dam* T86 tmm >A Ia AS—M slur In 4 OF 8 PORCH INSTALLATION AT wmv 1 711310 • • • • • • �SIO nmt tidgT ruh : : :' : �OC[q 2 ? toot ... . . . • • AUG* 27. Ln • ... . v • O s . . • .. . .. . . • u o f .� 0 0. A .. d . " TAINX 1 a � � AT 1� -iPMiq 0 C5 C F— FOR ANCHM nCTAU ATIN NADFrAAr AT !EAST W& EIKZ: EMAN E AN8 FULL IF 7 HANDRAIL � Ftltll BALCONY SCREEN ��t►��1,,,, ALTERNATE: =� ASSEMBLY �3 ° is ° -o 3=M D INSTALLATION - .��y�., . ,`�.��'�, S Rit�CilAiAl i�ER ff T lt, : * .. . p �O4t `` ` OF M M-WM ��trtnrt>>� QQ o F w V Dr sm AND r AMMM AT tA1 O CARS M we WINDOW SCREEN G. + - 22 - 01 as in AS-= 20 ® scmesx�a�► an K5 [IF 8 q .... •. • Rl-: SMNS A ICY ... LR� . .. 27.2043 aw Fur drat, 3FM n om snap hwk a . _��'1� : + � • + + + No:'e bat 2003 SW SMIfEC� PULVp p FI • N�11S, f 3 Tw 11 1 • • •.+ • FM 60 see 0 0 + O E TOP STRAP DETAIL a a Ma w. ``1 ��11111►►,,� , vn P MMK= NN snrnErs rnae srtrw `` ��A • �;�;,, +• y��,�� a>cII m m >s�rn .` r►: •.'f'i s►m �nErFC FtER w►rErl� EAR ANCHOR BUgCLE 1lIY STRAP AND TRIG'WE s�� ,'�� u+= SEE ANCHOR ICATIOt SM SGTM •490FT ONSIWT2OFT. SOIL%KL F B OTTOM STRAP DE TAIL o � a BE W CLASS 5(IEDRU CAT EARTH ANCHOR) q� DENSE couR� sruo�. �. c� • • g . a Fae Tp WEjj lar idw 4 r> Is m fr� PRMWI Na iF��1Iq M 1C Fj>Qt i11MP � a ,' 3UErE 6E0lMI�ETICM rII >E sEMI ° � `; .ti' '� aD aA� L gx • . • ~. MULE W7RIQJDE, 8EE SE=M OFT G BOTTOM. STRAP DETAIL °F �� CAT ANCHORAGE INTO CONCRETE) �. A OF QNom SC" Mx xx Dram by: TG,10 -22 -01 NO SOLE 2003 Q ARMOR SCREEN CORPORATION FA m am w6 � 8 .... �3'iS�CINS 1s1 E/ EYE nT : : • � • � g A�gn�t27.2019 Arm ILYFI•N7E iT �1$� A� i i i i • • am coamm mmmm scom • • • • • ALTERNATE K TOP STRAP DETAIL "' " FM I>MMM a nWr of Ma • • • H STRAP DETAIL. AT a � � � �+ ALTERNATE CORNER DETAIL ¢ ff ors ADJACENT SCREENS A J A V4 r � R Y mm Dom � Me � sroae vi sn�r A1� Tp�„tE sEE s�crmr. •.tea aF r ��►��i�rr�rl� will8a xnsnaft FilE1t ETMF �� " ' •6 ;�J� ' ��i CT M- ♦ �► `w�. • ` yi d �i Q Aid= MwiW �, V ,• �• W ■ ..J NOTE: SCREENS MAYBE GROMMETED. y v TRACK DETAIL � nup�� INSIDE MOUNT CEILING Joe WALL 2 1; MOUNT - Dnmt'r. TG, 10 -22 -01 INSIDE MOUNT sue, Na SCM E FLOOR nos m AS 2= c p F&= 9CRt M C0IiP0itllTW mr wa 7 OF 8 T:^^ Z NN% �R An Lm iii • • ••• TV 400 i • • • • • • cry asp R �.« Lms,..- ,p. R . ... Iv a ) , �- � ' IM 00 0 0 • • • • a un -4 —T T j #A&V" xuNM Nlar — eM7s Q— - t 3i3 10 V nra c d DaNG CARRIERS (as-" SPRING CLIPS (11.5100) 318' KEYHOLE CLIPS (AS'9138) 1 1r KEYHOLE CUPS (AS91 5116' TAPCONS (FT1556) 31B' TAPCONS (FT1538) 112' TAPCONS (FT1512) 31+x' LAG ANCHOR (AS9038S) I ce. 318" BOLT (BIM" 112' LAG ANCHOR (AS9112S) = ! (I 1/r BOLT (B15102S) IMAGES ARE REPRESENTATIVE AND NOTTO SCALE IV • l it • A w C O Fes„ C3; . f ry o i ' �. f & �916 arrow. rc3 WQm ww ro WALE m % AS-001 mum 8I'8 i t MIAMHDAIX • • • .MIAMI -DARE COUNTY, FLORIDA • • ME flt0 -DA1�E �►GLEit�3U1t.L1WG BUILDING CODE COMPLIANCE OFFICE (BCCO 140 REST ILAGI fR 9'&dT, -&1* 1603 PRODUCTCONTROLDiVISi t" • • m6Q&,kbRr6U1i ?563 (305) 375 -2901 FAX (305) 375 2908 NOTICE OF ACC T C •. • • • • • • • • •. 0 go Universal Aluminum Win s 00 • • • 1675 W.31 •• ••• • • • •• .Place ,I, �"� ai Hialeah, FL 33012, ' SCOPE: This NOA is being issued r the "appli cable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone ofthe Florida Building Code. DESCRIPTION: Series Outswing Aluminum French Door w /Sidelites APPROVAL DOCUMENT: Drawing No. W99 -79, titled "Alum OuMving Door with Sidelites, sleets I through 6 of 6, prepared by Al Farooq Corporation, dated 11/19/99 w/ last revision on 07- 17 -00, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any Product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for U=natton 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 displaycd, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 00-0208.03 and, consists ofthis page I as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. fiv. o NOA No 03-0709.02 Expi ration Date: Augaat 17, 2008 Approval Date: Aagast 14, 2003 Page 1 i •• •• • • • % •• Universal Aluminum Windows & Doors. Inc. fee f 000 • . ,• • _NOTICE OF ACCEPTANCE: EVIDENCE SU15hi l'ItD% •' •' (For File ONLY. Not part of NOA) • A. DRAWINGS .. • • . .. .. 1. Manufacturer's die drawings and sections. . " . ; ; . • • 2. Drawing No. W99 -79, titled "Alum Outswing Door with Sidslite s�st�ee s' Y t& 4 o 6, prepared by Al Farooq Corporation, dated 11/19/99 w/ last revision on 6747 -06, ' signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS: Original Submitted under NOA#00- 0201 03 (Original test conducted under PA 202 -94, now called TAS 202 -94) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24I 1 3.2.1 and TAS 202 -94 along with installation diagram of an outswing doors wlsidelite prepared by Fenestration Testing Laboratories, Test Report No.6 (FPL2077) dated 11 -02 -99, signed and sealed by Aldo P. Gonzales, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2. I and TAS 202 -94 along with installation diagram of an outswing single doors, prepared by Fenestration Testing Laboratories, Test Report No. 4 (FTL 2055), dated 07- 13 -98, signed and sealed by Late Gilbert Diamond, P.E. C. CALCULATIONS (Original submitted under NOA#00- 020803) I. Structural performance, comparative analysis and anchor verification calculations dated 12- 11 -1999, and revised on 07- 14-00, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Additional glazing calculations, dated 6/30/03, Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P. E. D. MATERIAL CERTIFICATIONS 1. None E. STATEMENTS (Original submitted under NOA #00-0208.03) 1. Letter of conformance, dated 12 -16 -1999 signed & sealed by Dr. Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 12 -16 -1999, signed by Dr. Humayoun Farooq, P.E. 3 Statement letter of compliance dated 12 -02 -1999, issued by Fenestration Testing lab, signed and sealed by Aldo P. Gonzales, P.E. 4. Addendum letter dated 01 -10 -2000 issued by Fenestration Testing Lab, clarify* glazing, signed and sealed by Aldo P_ Gonzales, P.E. F. OTHER I . Notice of Acceptance No. 00- 0208.03 expiring on 8/17/03. 2. Glazing complies w/ ASTME 1300 -98. IMiaq L Cbanda, P.E. Product Control Examiner NOA No 03-0709.02 Expiration Date. August 17, 2008 Approval Date: August 14, 2003 E - 1 aC - G _= O .H . o. H. 7r- -- SM. 4A$ / I C s� 4 2 t n �c 1 /G" 'EMP. - \ I II$ i ro "� � -r aj • g .I u L j S' MAX. TYP. 12' MAX. S' MAX. TYP. O 3 g 34 314" MAX, O HEAD /SILL CORNERS HEAD /SILL • HEAD /SILL CORNERS jw LEAF VAW 3 MAX 12' MAX. TYP. s LEIf WIDTH LEAF WIDTH AT HEAD SILL ( OXXO ) ( X ) TYPICAL ELEVATIONS TESTED UNITS DUAL LEAF DOORS COMPARATVE ANAL YSIC ,SINGO F LEAF DOORS COMPARATIVE NAe _ i ySIC BASED ON FTL -2077 BASED ON FTL -2055 SEE 'TABLE 1' ON SHEET 2 SEE TABLE 2' ON SHEET 2 �� • JiYLiiV% (11010 .oL • • • • I. THIS STRUCNRE IS DESIGNED AS PER THE SOUTN FLORIDA BALDING • • • • • AS 19 ASCED 7-SS FO I �cORRFSPDIN ING LOADS, L I . L, .4 • G WOOD DUCKS SY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • • 0040 41 LOADS TO THE STRUCTURE • • • • • • • • TYPICAL ANCHORS: SPACED .AS PER ELEVATIONS s ANCHORS ONALL BE A LISTED, SPACED AS 94OWTN ON DETAILS. APPROY®ASwynyNT m ' ' • ANCHOR EMBEDMENT TO EASE MATERlAI. SHALL DE BEYOND WALL • .c • u • • • • • DRESSING OR STUCCO. Wn � i .L pOy��B • • • A c 1/4' TAPCONS (BY ELCO) OR 4, ALL STEEL B CONTACT WITH.AUMINUM TO BE PLATED OR PAINTED. - �-.P ( �.i� O 1 • •• X11.4 • EOUN. CONS. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. 0 • • • • 1 • •• 9W. WKWAMM • • THRU iffy BUCK INTO MASONRY OR DIRECTLY INTO MASONRY 1 0 7 • • 1 -1/4" MIN. EMBED INTO MASONRY • I44 - THRU 2BY BUCK INTO MASONRY ADC PNINCEN�03 • .I • 1-3/4' TOTAL MIN, EMBED • • • • • • • • 'S • • • B 0 1/4" SELF OR' I INC FASTE GRADE 5 CRS SER • • • • • • roWlny no, • • • INTO METAL STRUCTURES 0 • • • • • • • W99 -79 000 • of 'TABLE ABLE 2' (X) 11 SINGLE OR DUAL LEAF DOORS WITH DOORS WITH SIDELTTES / SINGLE LEAF DOORS (X) WITH 3/18 TEMPERED GLASS 1/4 TEMPERED GLASS (SIDELITES ONLY) J H 8/16" TEMPERED GLASS DOOR WIDTH DESIGN LOAD - PSF - T1E 9 .SIM. NOMINAL DIMS. DESIGN LOAD - PEP Ft, /IN. DESIGN LOAD - PSF SIDEUTE WIDTH !' DOOR HEIGHT DOOR HEIGHT DOOR WIDTH EXT. ( +) TNT. FT, /IN. X XX EXT. ( +) INT. (-) 24 INCHES 30 INCHES 38 INCHES 42 INCHES ' FT. /IN. FT. /IN. 2/0 4/0 60.0 111.1 111.1 111.1 111.1 111.1 \ 2/0 100.0 158.8 8 6/8 2/6 6/0 80.0 87.8 87.6 87.8 67.6 87.6 \ 6/8 2/6 100.0 128.6 3/0 6/0 50.0 72.4 72.4 72.4 72.4 72.4 \ 3/0 100.0 108.0, tl 2/0 4/0 60.0 105.6 105.6 105.5 105.6 105.2 2/0 100.0 151.3 O r 7/0 2/6 5/0 80.0 83.4 83.4 83.4 83.4 83,4 ( x ) 7/0 2/6 100.0 122.4 C) 8 3/0 5/0 50.0 68.8 I 68.8 68.8 68.8 66.8 TABLE '2 3/0 10010 102.9 Q < 2/0 4/0 60.0 92.1 91.9 b1.3 74.9 89.1 2/0 100A 121.0 8/0 2/6 5/0 60.0 72,7 72.7 72.7 88.8 63.6 - 8/0 2/6 100.0 105.2 3/0 1 6/0 6010 60.0 60.0 60,0 $0.0 1 59.1 3/0 90,0 90.0 I_ 'TABLE 1' APPLIES TO ALL CONFIGURATIONS OTHER THAN X 'TABLE 2' APPLIES TO SINGLE DOORS ONLY NOTE: THE 60.0 AND 100.0 PSF EXT.( +) LOAD LIMITATIONS gg SHOWN IN CHARTS ARE DUE TO WATER INFILTRATION TESTS. Iri WHEN WATER INFILTRATION RESISTANCE 15 NOT REQUIRED THEN THE EXTERIOR LOAD CAPACITY WILL BE EQUAL TO THE INTERIOR LOAD. Z w '� NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT NOMINAL WIDTH FRAME WIDTH LEAF WIDTH I 6/8 7 -3%4 77 -1/8' 2/0 23 -1/2' 22 -3/4' ( x ) 7/0 83 -3/4' 81 -1 /e 4/0 47 -7/8 - 22 -3/4' ( XX ` •Mlrt✓wAb � a IC al 8/0 95 -3/4 93 -1/8' 2/6 31 -1/2' 28 -3/4' ( X) a T 2. - M 3/0 59 -7/8"' 26 -3/4' ( XX)•;rM �II 3/0 37 -1/2" 34 -3/4' ( X) �wFjl • L445 ^ Rif 6/0 71 -7/8" 34-3/4' (XX) x lo E F 0 \ F C \ J E H J E J \ J / \ \ O.H. / O.H. / \ O.H. 0 \ /r . . All, r / • /r • • • • • •• •• • • (oxxo) (oxo) (oxx) (ox) (o) (xx) • • • • ' APPROvEO AS COMPLYW G VoAM L • • • &EESOVED CONFIGURATION g • • • • TABLE '1' r. 400H IIDA6 Mho • ' • • • It& P! 16667 DAT • • MIAMI DADE COUNTY APPROVED + • IMPACT RESISTANT SHUTTERS R pRDDU0TC0 D NTROL • • • WILDPIG CODE 1r 0m • • • • • p�C6P1ANC @NO ,.01,0 •O'3 • • • owing n•. • ••• ... W99 -79 •• . • or TYPICAL ANCHORS METAL STRUCTURES TYPICAL ANCHORS TYPICAL ANCHORS SEE E �Y. FOR SPACING] tISY RUCK SEE El FOR SPACING .W000 213 SEE ELEV. FOR SPACING STEEL OR ALUM. 1 /E' IN. (HICK ) IBY STEEL � Py ' J6 KSI MIN. �p • • � . UM e063 -76 MIN. To cr all s "r 1 I t O O m i j S !I 1 4 i i 1 / 4 �, DRILLING SCAM CRS SEE ELEV. FOR SPACING •C ! 010 X I -1/4' SMS ii 2 O 24' O,C. M. 1� $ SEALANTS I FRAME AND LEAF CORNERS, INSTALLAnON SCREWS AT SILL AND ALL ii METAL PARTS CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SEALANT.^ No l iR I .!. ! I LOCKS: N 1 MANUALLY OPERATED FLUSH BOLTS AT TOP AND ^ .i i! REMy® BOTTOM OF EACH ACTIVE AND INACTIVE LEAF LOCK STILE y a WITH OPERATORS AT 12' AND 78" FROM BOTTOM. E�n S SS 1I Ii DEAD BOLT LOCK BY WESLOCK INTL. OR HARLOCK WITH ALUM STRIKE PLATE F WYQ AT ACTIVE LEAF LOCK STILE 45" FROM BOTTOM O �C 1l Q W i i KEY OPERATED ON EXT. AND THUMB TURN ON INTERIOR. W ! CONVENTIONAL DOOR KNOB BY WESLOCK INTL. OR HARLOC WITH ALUM STRIKE PLATE 'r ii i Till AT ACTIVE LEAF LOCK STILE 38' FROM BOTTOM. ii !j ij i! NOTE: FLUSH BOLTS ON ACTIVE LEAF MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. ii i�. WOOD BUCKS NOT BY UNIVERSAL WINDOWS, MUST SUSTAIN 2 LOADS IMPOSED BY GLAZING SYSTEM AND • • • • • 4 r� TO THE BUILDING STRUCTURE. r w • • • • • • � 1 8 i i •a ••• O O to � � � a �• �IlorledAeoatrsr.��n+t .. N 1 f P • ,� • ,, —".--, � �Ttuw' tttlt7T eY Ic64 ter. • y s y r WIOOUCi00tRR0I�0YtMQq• i � 4i � • • • am wo ACCBPTAT4tAt � • see �cw►^9 .: . TYPICAL ANCHORS TYPICAL ANCHORS JUL 7 • • • • • W99 -79 • SEE El FOR SPACING SEE M. FOR SPACING • • • • • • • • • •l Of ••• TYPICAL ANCHORS /B X 1-3/8* POST BINDINO SCREWS SEE ELEV, FOR SPACING - WOOD OR 2BY AT 10' FROM ENDS & 24" O.C. EAF &= O 9 O v FLUSH BOLTS TO BE CONCEALED ON INACTIVE LEAFS z a AND EXPOSED ON ALL ACTIVE LEAFS (FOR X OR XX DOOM) 0 `� t ACTIVE LEAF INACTIVE LEAF ai 'B t j 14 10 t _._..__ 13 13 4 e 9 9 Q.LO. 19 0 D.LO, 2 LEAF WIDTH FRAME WIDTH EXTERIOR # TYPICAL ANCHORS- X10 X 1-1 /4• S11s SEE ELEV. FOR SPACING O 24 O.C. TYP, I X 1 -3/8" POST BINDING SCREWS O AT 10 FROM ENDS & 24" O.C. 7 SHIM 9 _0 ACTIVE LEAF B — —— PA04 - -- — • D.LO. D.LO, D.L OPO. • 4 •'• • • • • • • LEAF WIDTH LEAF WIDTH • �+ FRAME WIDTH • • • • • • E�pr. FARM APPROMAlWYRlYNOWTI'MTI18 • • i • L I" PE % t•ssl SODIN COBS • • t Zone • 1F .� • dV • i O ••• • BultaM+o000e�OMM.tANOSO►ACI • • • drawing 4W • • • RccePrAlwD.�¢; ;• • 1N99 -79 • • • • • shost 4 ot• : • • 4.000 -I 4400 R$N #I PARE A4 11 QUANTITY DISCRIMN Mass wwaVPPIi (Am"m v 1 UA -1090 AS MO. FRAME FffM 8083 -m 2 UA -1092 2/ LEAF TOP AND BOIR7M RAIL - 6063 -T6 1.800 3 UA -1094 1 DOOR FRAME SILL 6065 -T6 4 UA t 1O0 AS RM. GLAZING BEAD - SIDUITC 6063 -T6 .078 2.260 5 UA -1096 2/ LEAP SNAP COVER TOP AI BOTTOM RAIL 6063 -16 6 VA -1091 Z ODOR FRAME •LAMB 6063 -78 7 W L0 -1099 AS READ. QOC E STgE 6083 -T8 .078 a LU -fo90 I/ LW DOOR LEAP NO - HME SIDE 6083 -m W O I FRAME HEAD TOP AND BOTTOM RAIL 9 UA - 1093 I/ LEAF DOOR LEAF - LOCX SIDE 0003 - - py 10 VA -1098 4/ LEAP dAMB STIFFENER 8003••76 4" LONG ww O n j 4.000 11 1 A-4008 JAS RECD, S OU PLATE O ANCHOR LOCA ONi 80 8 tANO C� .076 r2o NO USED O" W I g PS -1126 A6 RM. WOOF GASKET VINYL TREMCO 8 S < + g � T i - AS 000. SULD GASKET VINYL - ¢' 1.780 - - NOT USED .33 qC� 2.250 5 - 7800 AS READ. FIN -SEAL WEATHERSTRIPPING - ,187 X 0 WV -3021 AS REMO BULB WEATHERSTRIPPING VINYL WI80RG .094 - 2/ ItAP HNGE ASSEMBLY - 4.000 UA -1097 1/ HINGE HIM CENTER HASP 0063 -T6 - UA -1098 2/ HINGE HNO E OUTER HASP 8063 - - 21 - 1 DEAD BOLT LOCK SET - WCSLOCK JIM OR HMLACK I FRAME JAMB DOOR LEAF JAMB SIDE 22 - 2/ IdAI M41WLLY OPERATED PLUSH BOLT ZINC CAST DELTA M. -- ----^ - -4.683 13 = 1 COM4MIONAL DOOR KNOB 8TT T WESLACIL INn.. OR HARLOCK c 24 Z/ 90 . 3/8 PRAMS A ' OW. SCR PAN R00 SfCCL R PULL -10 i .078 �� Z6 rp10X1' AS EDOtiSY. SCRW HEAD 8LK 1.600 I SILICONE 2 w T`I 2.054 t.7 DOW CRNNG 995 p 1 N � 1/4' TEMP. CLASS 3/18' TEMP. CLASS M /10 X 1 - 1/4' SMS THRESHOLD DOOR LEAF LOCK SIDE O 24' OC. TYP. ffi 3.500 4 14� 1 i. It � 5 4.188 TT SHEAR PLATE GLAZING OETAI , - nQ O • OET IL L .062 2.4oe �� S DDDrt� c • p ••• 5 e2 ;1,"524 �, • • • II ••• COVER TOP ec BOTTOM RAIL SIDELITE MULLION I I o • • • • • I • o � iM7i � • • 1.827 I�I Bnyr APPAp1/Ept�AOtA11HOle'J• • STRUCnIR89 SOUTL4 ' • • �+ • • 1.094 ' 15 ju O FlA. - PE LI 10087 o . • • ,122. -_{ !T • $ 1 .843 PAOdu671011'INOLMYOIfOFJ • 1i •. '. • 1.847 FH - F 1/ LUNG SCREWS ACCRPTANTdN -C� • • � • � •W'1n9 • no. . • - .. W99 JAMB STIFFENER SIDELITE GLAZING STOP 3 PIECE HINGE ' • • • • • eheet ; • \4 k,,k ,k mk k / 1607 M L N 3 � K p M S g Z � rn d ... IL I Fil ... '07d .. AH � • APPROVFDAS�wLYNdCiYATN'Mlt SOYM 000! Ago • • MIAM AM • .... ....... . MIAMI -DARE COUNTY, FLORIDA • 4v�ETRO �ADBFLAG�ER BUILDING CODE COMPLIANCE OFFICE (BCCO) BUQ,DING 1NQ V�F.�I' FLAPLFPSTREFI' S" 1603 PRODUCT CONTROL DIVISION . • • MEAW, FLO 3134-1563 (305) 3�7� 1 FAX t W)975-29M NOTICE OF ACCEPTANCE (NOA) " Universal Impact Windows & Doors Inc., • • 1675 West 31 Place .' Hialeah, FI.33012 • SCOPE: This NOA is being issued under the applicable rules and regulations governing o S. The documentation submitted has been reviewed by Mianu -Dade County Produ by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and oth ere ed 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Monica - Coastal' Aluminum Sliding Glass Door -Non- Impact APPROVAL DOCUMENT: Drawing NO-W05-50, titled "Series "Monica - Coastal" Alum Sliding GI Door (NI) ", sheets 1 through 4 of 4, dated March 01, 2006, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, 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: None: Approved Hurricane Protection device complying w/ FBC (HVHZ) is required. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County PrcJuct 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 =- f 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 I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 06. 0111.07 a v Expiration Date: March 23, 2011 Approval Date: March 23, 2006 Page 1 % .. % .. . . . . . . . . . . . . %: ... . . ... . . Universal Impact Windows & Boors Inc . . NOTICE OF ACCEPTANCE: EVIDENCE i't" s e a • .' : • , A. DRAWINGS . . 000 . I. Manufacturer's die drawings and sections. 2. Drawing No.W05 -50, titled "Series . Monica- Coastai" AZud %di$j tQI Ddo?'(1QI } ", sheets 1 through 4 of 4, dated March 01, 2006, prepare4 b AS* t�rpo;a4� n, signed and sealed by Dr. 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 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of an aluminum sliding glass door, Prepared by Fenestration Testing Laboratory Inc., Reports No FTL 4589 (05005), dated May 09, 2005, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Comparative analysis & anchor verification calculations, prepared by A1- Farooq Corporation dated 12 -08 -05 and revised on March 01, 2006, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies w/ ASTMS- 1300 -98. D. QUALITY ASSURANCE BY: 1. Miami -Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1 Statement letters of conformance and "No financial interest", both dated Oct. 21, 2005, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement of compliance, issued as part of the above referenced test report. G. OTHER 1. None q L Chanda, P.E. Product Control Examiner NOA No 06-0111.07 Expiration Date: March 23, 2011 Approval Date: March 23, 2006 E -1 DESIGN LOAD CAPAC - T'SF 7e' � V YO OR OX ONLY DOOR ynDp{ 1� CLU8M Of 4 ANCRONB CLTJSM Of 6 AMOVA CLUSTER OC 15' MAX. Ld D 4096 OOR YIDiR ODOR NIGRT R6•NFame R8A►Y x1moCING Run many mu 6' MAX. TYP. ANOIpR9 TYP. . 91n1n ENT. ( +) ; I NT. ( -) EM. ( +) art. ( -y EM. ( +) NT. ( -) HC ERSS' Al HEAD/91L16. LL Z 3' 80 78.J ! 116.1 73.3 143.8 75.1 150.0 � - 72 75.3 100.5 78.3 126.4 763 147.2 A ,Q 75 75.3 97.7 73.3 121.9 75.3 141.2 I 70 s0 75.3 99.1 75.3 115.8 75.3 136,4 a aj 84 78.3 90.6 75.3 113.0 75,3 130.4 �y S 90 78.3 88.7 78.3 106.2 75.3 1264a 98 76.3 83.5 75.3 104.1 75.3 124.8 104 7a.3 7919 75.3 99.7 76.3 122.0 SO 73.3 92.3 76.3 110.2 75.3 150.0 0 ; .. 72 75.3 79A 75.3 99. 75.3 127.2 C � E \ i � in 75 9e 7a.3 77.4 75.3 96.8 78,3 1 119.2 iO 1 78 75.2 75.2 75.3 93.9 762 1 1 12.8 84 IN 71.2 75.3 6e.9 75.3 104.0 80 7513 84.0 752 104.8 75.3 148.7 72 104 72.5 It s 75.3 1 90.4 75.3 122.4 p g �• /• a 75 70.2 70.2 76.3 87.8 75.3 113.8 g 78 69.1 68.1 753 94.9 75.3 106.4 o p o Q I I I 60 75.3 80.4 _ 75,3 .100.3 75.E 142.3 REINFORCING 72 109 69,2 89.2 75.3 86.4 75.3 120.8 75 67.0 67.0 753 a3.6 75.3 Ills W 76 1 66.0 85.0 75A 81.1 73.0 104.4 LIGHT ]RICINF, HrAVY RLINI. Rama CY 1NTEBi 35 5/10' 35 3/16" NOTE. D.L.OPO. D.L.OPO. GLASS CAPACITIES ON THIS SHEET ARE ► A rca w•919r 40 1/18• • • Cob \ BASED ON ASTM E1300 -98 (60 SEC. WIND) N L 40 1/16, PANT2 imm • • NQAS •• • ••• • PANEL WIDTH • • • • • SERIES 'MONICA COASTAL' ALUM SLIDING GI AS9 DOOR "- '"`"w"1 TYPICAL F,L,F)(ATION • • • 0000 • • • TESTED UNIT (XO) • • s • • • • DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART 1/4' TEMP, GLASS g • SHOWN ABOVE. • • • • • Bi • • THIS PRODUCT WAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA IifAUIRE>z E • • REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION FOR THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEI9CES COMPLYING WTM WMZ REf�AREMEMS. 0000 • • • HIGH VELOCITY HURRICANE ZONE. • • • • • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER r • • • • T• LOADS TO THE STRUCTURE. 13 - m • RES ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS MONOLITHIC GLASS 9L� •`R7 • • : • • • EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. NON- IMPACT GA.M 3b� • • • • • • • • �• ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS I • • • • • • • • 4i r ARE NOT PART OF THIS APPROVAL. • • A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF • • • • • • • drowih! • v WOOD ANCHORS ONLY. • • • • C ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. rLA ING DSTAD, LIAR A Y ZOOS W 'a 8)18!1 1 4 i TYPICAL ANCHORS IN PAIRS ��V SEE ELEV. FOR SPACING TYPICAL ANGiORS IN PAIRS TYp" ANCHORS IN PAIRS 11�TAL $TRUCNR6 SEE ELEV, FOR SPACING SEE ELM FOR SPACING (STFST. OR ALUM, 1/8' MIN. THICK) ,! IBY OR .20Y STEEL : Fy - 30 KS MN, i WOOD BUCKS ALUMINUM : 8083 -T5 MN. GONCYiE{E + mm a t • : Ir] 4b e . T . o • iG CONCRETE •° MIN: • e °" a Q O n WOOD BUCKS NOT BY UNIVERSAL, MUST SUSTAIN t3 LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER T HEM TO THE BU I L DING STRUCTURE. APP" MUUM �SEP�MATE Nook j i l TYPICAL ANCHORS IN PAIRS: SM ELEV. FOR SPACING it j I 1/4' ra=NS BY ELfO td p Ii THRU 1BY OR 2BY BUCKS INTO CONC. OR MASONRY x 1 -1/4" MIN. EMBED INTO CONC, OR MASONRY DIRECTLY INTO LONG. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY (♦'i � I � _ VrIPI ECAL ANCHOR PACING #14 OR SELF DRILLING SORENIS (GR" t CRS) M I O INTO METAL STRUCTURES (1/8' MIN. THICKNESS) 3 (1/4" MAX. SHIM SPACE) S ko ij i!I J10 SMS_ OR SELF DRR 1 [No SCAM _ III I APpnrr r INTO DADE COUNTY APPROVED MULLIONS WeB�+6iM i (NO SHIM SPACE) TYPICAL C CE DWANc i i i I I INTO CONCRETE AND MASONRY - 2 -1/2 MIN. P �I INTO WOOD STRUCTURE - 1" MIN. • INTO METAL STRUCTURE . 3/4 MIN* • • • • • • SEALANT • • • �• t3 III I!� ALL JOINTS AND FRAME CONNEWIONS $SAUD WA • • 0 � ' it it COLORED SIU LN � • • 2 O I 4 W'A/HMiES; •.•••• •.•••• TS •• B 19 11 5 W1 1 - /8" WEEP NOTCH AT Gob OF SIL! • • • to ••.. .• •. ++ • .. • . MA / i 8557 •^, ...�. �J57B •••.• •• • i . •' CONCRETE �� ° d . �♦ HIGH STRENGTH GROUT • • • • NOT BY UNIVERSAL . .. . a' d_ • 'a ° .° ' �) LOWS TO STRUCT S TRUCTU RE I • • AR 4 1 2QQ6 • • • • �wiay. r .... ' W05 -50 MRS SE ELEV. FOR SPA sh"t 2 of 4 ITEM NO. PART NUMBER QUANTITY 946CRIMON MAT=" MAN71./BOPPWR/R muu ��U 1 USD HEAD 101 1 FRkVE f� 6063 —TB 2 USD -102 1 FRAME SILL 6063 —T6 — -- 6i5 3 —103 2 FRAME JAYS 6063 —T6 4 USD -104 _ 2/ PANEL TOP & BOTTOM RNl 6063 —T6 5 USD -105 AS REM LOCK SIRE 6063 —T6 6 6682 1 AS READ. INTERLOCK 6063 —T6 7 UA -1064 3/ FIX. PANEL FIXED PANEL JAMB CLIP 6063_76 — TYPICAL ANCHORS IN PANtS 6 10 x 1 -1 /Z 2% CLR' CUP ANGLE SCREWS El". SEE El". FOR SPACING — WIDE Q:i tl 8 — 2 FiX, iNTERI.00IC CLIP ANGLE ALUA616111 2" X 2" X 1/B" X 7 -1/2' E 6� JA � ggg n TYPICAL ANCHORS IN PAIRS 40 +8 X 3/4' 1/ CLIP CUP SCREW — PH SMS V SEE ELEY. FOR SPACING 11 — AS R 1/4' X 1 -1 /Y BAR STEEL FULL IENM OF SRLE NDr 8 12 USD -116 2/ PANEL PANEL TOP GUIDE _ — — pp i /4' MAX. 1/4' MAX. 13 USD -114 AS REOD. CLAM CWA NL 14NYL — s SHIM 14 03693 AS REOM TOP RAIL SKIRTING _ = SCHLEGEL OR EOUN. iS 7/6 X 1 -1/2' ADHESIVE BACK PILE PAD AT HEAD k SILL 16 — AS REGD. BOTTOM RAIL VINYL FLAP W'STRIPPING — SCIZ613. OR EQUN. 17 PB- 6223 -167 AS REOD. PILE W'S116PPINC U SALES a JA MBS SCHLEGEL OR EWJN. r 18 — t/ LOCK PANEL DOOR LOCK ASSEMBLY — ALLEN STEVENS R EQUIV. a S to — 2/ MOV. PANEL ROLLER ASSEMBLY — ALEN STEYI;NS OR EQUIV. • ? 7 20 t8 X AIE 1• 4/ PANEL PANEL ASS MM.Y SCREWS — PH SMS N!� F I�` 21 X 1' B FHA ASlR:NBLY 5CREW5 — PN SMS IL .. gin Li WOOD REINFORCING BARS ART 3 WOOD SEE CH ON SHEET t ' 1/4' MAX. FOR QUANTITY FIXED PANEL CUP 1/4' SHIM �� LOCATED AT r' MAX Fww SAM l U) 16 FROM TOAD O m = 3 /8 SMS `� AT CENTER OF PANEL qA Z P 6 TYPICAL. AN04M IN PAIRS 17 / 16 SEE EM, FOR SPACING 13 i MON I E� • • • • • • •••••• Appmved as J-, - --- - - - -- - T•--- - --- -- WOW B�XC • • • • • • • • •' • ; lay EXTERIOR FLA 7 • • • • • • b 0 ' W ' •••• •• • DOM WIDTH r11. ""o IN PAIRS TOP C UPS OCTMM a �120M • • • • • • • dTwPas. •�P. FIXED 6NRRLACIL • • w05-50 that 3 or 4 CO RNER y /� 9 �1— Oat 37 +.34a FRAME HEA 1.837 b G � 1.014 .375 '� r �•�, V t%1 g 4 L.l r1 .002 .924 {�• .0a2 1.230 O LOCK STILE i tw Vf t � .975 I-- 3.792 r � �a rypp � CO RNER 0 1.211 iLl _ ^ 062 2.125 L I Q PANEL TQP/20TMM CORN Z 4� .379 PANEL TOP /BOTTOM RAG. O FRAME JAM6 tr N ttit a. •w. g 2 . 812 6�M,_ N s R . .062 NQ� .261 .375 1. � 0 b • a i ; g t.a36 II � n 1.734 Q INTERLOCK 308 • • -t.312 • I • • .. • O M. PANEL JAMB CUP • • ' • • • . • RAMS BOTTOM CORNER � • • } • . i � • � � i • srnucfullw • • • • • • �i 3 Fu PE 18x67 • C N. •••.• •• • i i 092 • • • ro M 1 2006 • • .. • • dray" - -4.437 - .... FRAME SILL S40rej Villa 1 N.E. SECOND AVE. id €FAMI 51 -4 O�E:�, FL O�cr�A 3x138 -2382 Tele; phone: (305) 795 -2207 F '',..... a (305) 756 -8972 e � ?_„NN!NG & ZCN!NG DIR :.TOR DEVELOPMENT ORDER File Number: PZ -6 -07- 200735 Property Address: 1200 NE 97 Street Applicant: Gabriela Contreras (Owner) Address: 1200 NE 97 Street Miami Shores FL 33138 Whereas, the applicant Gabriela Contreras (Owner) has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Special Approvals, Sec. 600: Sec. 523. Site plan approval, Addition, wall /fence, walkway and driveway; Errors and Variances, Sec. 702: Hardship variances. Sec. 518. Fence, height in side yard. Whereas, a public hearing was held on July 26, 2007 and the Board, after having considered the application and after hearing' testimony and reviewing the evidence entered, finds: I. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The variance request is withdrawn and no action is required by the Board. 3. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to construct a four (4) ft high wood screening fence beside the house around the generator, sidewalk is approved as shown provided the sidewalk does not extend beyond the front lot line, the driveway is approved as shown on the plan. 2) Applicant to obtain all required building permits before beginning work. 3) Applicant to meet all applicable code provisions at the time of permitting. Page 1 of 2 DO PZ -6 -07- 200735 Contreras 4) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the ,work authorized by it is suspended or abandoned for a period of at least one(1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 26 day of July, 2007 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Ulmer Absent Mr. Reese Yes Mr. Sastre Yes Chairman Fernandez Yes Date Richard A Fernandez;' 4 Chairman; Planning board Page 2 of 2 DO PZ -6 -07- 200735 Contreras 7'-pC. ui, L� �amc skorej c e L F <0 Rlpp' AFFIDAVIT B Y -- - --------------- `STATE OF FLORIDA) COUNTY OF DADE) jj d � The undersigned Afan HA �JA � . C y alt � !� � does hereby attest that the (property owner) attached survey, performed by tt � C� S 44 L (name of surveyor's Company) performed onm � f.a is an accurate representation of the existing conditions and (Ida df survey) locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted -or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits.. Further, Affiant sayeth naught. F lffi owner Witness(sign and print) Witness(sign and print) SWORN TO AND SUBSCRIBED before me thi day of A ffiant is personally known to me, _p roduced as identification. No ;a�`►"r °•'+; RAFAEL E. GIAMPETRUZZI *: MY COMMISSION # DD666902 EXPIRES April 24 2011 (407T'-.; . , {7 FioridallotaryService.com Planning and Zoning • r r ■ Miami Shores Village Permit NO. RC 8 - 07 - 1 859 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Issue Date: Not Issued Expires:NOt Issued Folio Number) 132050090620 Owner's Name: GABRIELA CONRERAS Owner's Phone: (05)759 -0860 Job Address: 1200 97 Street NE Total Square Feet: 1000 Miami Shores, FL 33138 -2560 Total Job Valuation: $ 15,000.00 Contractor(s) Phone Primary C ontracto r Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 9/4/2007: Yes Comments: miaml shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. d7 --l9!5 i Job Name Date `b BUILDING CRITIQUE SHEET aj 5 t N 7df �OA Z4 E Q A01;6-ceD 40�.cr�s�cJ GO 9&1 2 • ! O d M . 9 -le rWWIA;4 C-4 -V !O GSSu Q /h Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 miaml Shores V illage 1 Building Department 1 X.E024d Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0 , Job Name p { - ve Date - 1 BUILDING CRITIQUE SHEET <yC�L@ P c dccl � -1 fil2D S`1�4C.Q �-K a� �4. �'pd °� �.� !� � ,vim � ®� ��CZ. � li1aK � �►�� 0 5 :�e - W AL&C-e - V//O VI�a rye '-:�/z e AL) rvd®al Z vLt_ ege � , x v 46� 4s .( .� IC C. , Cis �3 .a -Let-- -c 4,jcC Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 Gabriela Contreras 1200 NE 97 St RE' CE' D Miami Shores, FL 33138 October 25, 2007 BY: Rafael Ciampetruzzi Colbert, Inc. 11365 NW 52 St Miami, FL 33178 Dear Rafael: As previously discussed, this letter is to formally inform you that we won't continue using your services in regards to the renovation of our home in Miami Shares. As you suggested, we contacted the ALEF Group and will continue the work with them, We appreciate the time you spent in our project and wish you the best of luck, Postal. Sincerely, CERTIFIED � RECEIPT C3 p O nly, For de livery information visit our website at www.usps.com C - L USE J co Gabrlela Contreras " n Postage $ R1.41 L1116 r 07 Fee $2.65 I i7 O Q Retum Receipt Fee $#1, kl[I Postmark (Endorsement Required) 0 Ffestricted Delivery Fee $0.00 rl (Endorsement Required) c C3 Total Postage & Fees $ $3.06 10/25/2007 C3 s"' T' it3�1 GIA�it�vj Cc - ----- --�- - -- - ------------------- or PO Box No. J N 52 1.5 / City, Staff, ZlP +4 .. rJ�a FL. 33J tc PS Form 3800, June 2 TERMIN/W The Nationwide Pest Control Experts The Terminix International Company, L.P. 505 NW 103rd Street Miami, Fl. 33150 Direct: 305/756 -5475 Fax: 305/759 -9474 IF, l U V MAR 13 2000 Certificate of Completion p aro 1-t Subterranean Termites Treatment Location: 1200 NE 97TH Street Miami, FL. 33138 Product: Termidor Chemical: Fi rp onil Structure: Residential home Date of completion: 11/2110 Treated by: Daniel Campbell #TB3939 Terminix International hereby confirms that the location mentioned above has received a complete treatment for subterranean termites in accordance to rules and regulations established by Florida Dept. of Agriculture and Consumer Services. 1 11 ; 17 Au onzed Representative Terminix # JB3939 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660 -0008 Federal Emergency Management Agency I Expires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1 - 8. � ® 0 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Maria G. Contrera $ Eli Bravo Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 1200 NE 97 Street City Miami Shores State FI ZIP Code 33138 `t /�� West Property 2.50 of Lot 2Description & All of Lot Block Numbers, Tax Parcel Number, 4, EARLETON HORES,PB `43a G. 80 Description, olio No. 3205-009 -0620 NAR 13 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Addition) L - A5. Latitude/Longitude: Lat. 25 51'53.60" N Long. 080 10'25.75" W Horizontal Datum: NAD 19 - 3 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) N/A sq ft a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade N/A walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b NIA sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State City of Miami Shores 120652 1 Miami -Dade I Florida B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025CO093 J 1 7 -17 -95 03-02 -94 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) 611. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located Ina Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized B-62 Vertical Datum N.G.V.D Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ +11.17 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor N/A._ ❑ feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A._ ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) WA._ ❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building AC11 .19 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) +10.76 ®feet [I meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) +11.00 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification Is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. / understand that any false statement may be punishable by fine or imprisonment under 98 U.S. Code, Section 9009. ® Check here if comments are provided on back of form, a Certifler's Name WALDO F. PAEZ License Number 3284 Idle SURVEYOR mpany Name DELTA SURVEYORS,INC. Address 52 133 OU City MIAMI State FL ZIP Code 33186 5 Si ature Date 03 -05-08 Telephone 305 - 253-0909 `p F MA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 1200 NE 97" Street City Miami Shores State FL ZIP Code 33138 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Highest Crown of Road Elevatio —+10.14! Elevation of Generator Slab= +11.34' El n o ood Deck= +1 Signature Date 03-05-08 ® Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or 0 below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) Is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments FEMA Form 81 -31, February 2006 Replaces all previous editions U.S. DEPA ofHOMELANDSECURITY ELEVATION CERTIFICATE OMB No. 166 Federal Emergency Management Agency I Fires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Maria G. Contrera & Eli Bravo Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 1200 NE 97 Street City Miami Shores State FI ZIP Code 33138 West of Lot 20 & Ail of B Numbers, Tax Parcel Number, 4, EARLE ON SHORES,PB L 4 - PG. 80 Descri o No. 11-3205-009-06 �� 2008 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Addition) L -- ° -- - °--- A5. Latitude/Longitude: Lat 25 51'53.60" N Long. 08010'25.75" W Horizontal Datum: ® NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) N/A sq ft a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade N/A walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openin in A8.b NIA sq in c) Total net area of flood openings in A9.b N sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State City of Miami Shores 120652 1 Miami -Dade I Florida B4. Map/Panel Number B5. Suffix B6. FIRM Index 67. FIRM Panel B8. Flood B9. Base Flood Elevations) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 1202500093 J 7 -17 -95 03-02 -94 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE In Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Dyes ®No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item AT Benchmark Utilized 13-62 Vertical Datum N.G.V.D Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ +11.17 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor NIA._ ❑ feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) NIA._ ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) N/A._ ❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building AC11 .19 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) +10.76 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) +11.00 ® feet ❑ meters (Puerto Rico only) rX SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 98 U.S. Code, Section 9009. ® Check here if comments are provided on back of form. Certifier's Name WALDO F. PAEZ License Number 3284 Qi Tale SURVEYOR OmpanyName DELTA SURVEYORS,INC. 9 Address 052 S 133 C City MIAMI State FL ZIP Code 33186 V Si ature Date 03-05 -08 Telephone 305 - 253-0909 F MA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance CompanyUse: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 1200 NE 97'" Street City Miami Shores State FL ZIP Code 33138 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Highest Cro" of Road Elevatio -+10.14! Elevation of Generator Slab +11.34' El n o ood Deck= +1 22' Signature Date 03-05 -08 ® Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable Rem(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments FEMA Form 81 -31, February 2006 Replaces all previous editions Permit NO. DEMO -8 -07 -1860 Miami Shores Village Permit Type: Demolition v 10050 N.E. 2nd Avenue Per ' work Classification. Building t - — Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Permit Status: APPROVED Issue Date: 913 /2007 Expiration: 0361112008 Project Address Parcel Number Applicant 1200 NE 97 Street 1132050090620 GABRIELA CONRERAS Miami Shores, FL 33138 -2560 Block: Lot: Owner Information Address Phone Cell GABRIELA CONRERAS 1200 NE 97 Street (05)759 -0860 (305)804 -7663 MIAMI SHORES FL 33138 -2560 Contractor(s) Phone Cell Phone Valuation: $ 600.00 COLBERT INC (786)344 -6463 Total Sq Feet: 500 Type of Demo: Building Available Inspections: Additional Info: [Inspection Type: Classification: Residential inal Fees Due Amount Total I Amt Paid Amt Due CCF $0.60 Education Surcharge $0.20 $ 0.00 $ 0.00 $ 0.00 Education Surcharge $0.20 Permit Fee $100.00 Payment Type: Scanning Fee $9.00 Technology Fee $2.50 Total: $112.50 14 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated September 13, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Thursday, September 13, 2007 1 r Miami Shores Village D g OCT 2 Building Department _________ __ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY .- - -- Tel: (305) 795.2204 Fag: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. l f) "7 ° i FBC 2004 Permit Type (circle) g Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simp �k(Z�l �, 1nZE �L Phone # 2 j'S`� 0 8 Go Owner's Address A2 -QQ 0? 1 1_t5� City t L ylwaLL State C Zip - Tenant/Lessee Name Phone # Job Address (where the work is being done) C City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name "YC• f ZOO P Phone # Contractor's Address ac, I � uN r -A , ES PA,%J f City orU`'f lzdlj ' State Zip Z!-; Qualifier Name ha-tz e., Phone # _ `I State Certificate or Registration No. C F7C 1 Z I RO 2 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value.of Work For this Permit $ Square / Linear Footage Of Work: Type of Work 1i Addition OAlteration QNew ❑ .; Repair/Replace ❑ Demolition Describe Work: 9 ,eVL_ IJt 1 CCW!L4 � Submittal Fee $ Permit Fee $ ® U • CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ $ Zoning $ Bond $ Code Enforcement $ le "tt Structural Review. $ ota ow Due $ ° oo l. 114 z See everse side -� MIAMI SNORES VILLAGE Bonding Company's Name (if applicable) Bonding Company's Address City State zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absent f such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ``l�??IOIJT/� Signature Owner or Agent Co ctor The for o' g ' trument was ac owl dged fore a The foreg ' g instrument was ac ow edged bef e me day o 20 , by day of 200, by ° who s personally known to me or who has produced w.h�o / is p onally known to me or who has produced Q As identification and who ti i entification and who did take NOTARY PUBLIC: �� NOTARY PUBLIC: NN Sign: 4 Sign: Print: a Y Print: �fp„ \,� ryfIHH••,� My Commission Expires: ° My Commission Expires: a o� ° APPLICATION APPROVED BY: ® /Z- Plans Examiner Engineer Zoning (Revised 02108)06) I I ` r Miami Shores Village Buildin g Department artment 3 moe. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BYt Tel: (305) 795.2204 Fag: (305) 756.8972 BUILDING Permit No. 7,E t l0 0 -j Q) 60 PERMIT APPLICATION Master Permit No FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleder) � ,� �. � ®_ Phone # 0 1 6-Z Owner's Address �"2�® , 5:r City State Zip TenantlLessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # z Is Building Historically Designated YES NO �^ Contractor's Company Name _ULA5 r loc Phone # (zl "5- I's- Contractor's Address 7,315 1 J W , I Anne T 1 s Cit Stat Zip 317L Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/En ' - ' eersName ifa applicable _ ` °� 1� (� PP ) �� "� �ti�r� ... > Phone # C Value of Work For this Permit $ — � Do a Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration []New ❑ Repair/Replace Demolition Describe Work: 1 Submittal Fee $ Permit Fee $ ®� • CCF $ 1 �® CO /CC Notary $ Training/Education Fee $ / 0 Technology Fee $ zso Scanning $ _ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ n Structural Review. $ Total Fee Now Due $ 1 (1 See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of , permi and that all work VII be performed to meet the standards of all laws regulating construction in this jurisdiction VunAerstand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING ' TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As it condition to the issuance of a building permit with an estimated value exceeding $'2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for, the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature I AAAA Owner or Agent s Contractor The foregoing instrument was acknowledged before me this 2-1 The foregoin instrument was acknowledged before me this Z day of 40 G , 20 10 3y �L Tzo V day of RV by �rT' . 209 by b�-,�" N"`amfa r-► l'� , who ' rsonally know to me or who has produced who ' rsonally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY LIC: NOTARY UB ; ►*�'' i;^ ALEJANDRO E. NIETO +� ALEJANDRO E. NIETO ='c •': MY COMMISSION # OD619738 MY COMMISSION # DD619738 Sign IRES December 05, 2010 Sign: � , EXPIRES December 05, 2010 Print: {a�'�°�,� d'�''�1 \ FloridallomrySe- ce.com F owl P rin t � 7 1b3 lorida My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08!06) t 20' ASPHAL PAVEMENT W R = , 2�iaVM 177109 "50 air 4arr' Sao' w • 20' PKWY R� A =33.67 A ll. 1 CK =31.18 ORNVEW 99.52' (R) (M) FW m " I.P. > ., .. I& OF a F A� LOT 20 a gyp `'a a N BLOCK 4 P:a.. 200' -� iS' 0 18.0 16.0 0:x.3 oi 0 29.50' • All we ••• *see • ONE STORY . ..... 12.00 ` k •..�..' ': :..:.. N 19.60' 21.30' • ` `�,. 6.30' 26.65' • �0 • l ui ♦ .. N •r♦ r t 24.50' " `• 1 x a t.•w' 4' CV 91 AHD ° O 124.26' R M 5 •� -- ~�. �' 15' ALLEY--\ 9.50' ASPMAL r PAVEMENT . . . . . . . . . . . 'w .Le6eM()FsUmvEYA89REMTKwS A..... AM DISTMOR Aft.... AM CONOMMIGNO C..... CALCUIL►780 CjL ..... CAUMBAM CL .... CXJAR cwL ... ASSTERLM me ... ENcRoACIMMENT P.C. ... P•' FOUMIMOMPIPE PAM–POMOFSEGINNING %V.IL ... VAIM , M, m ..... MISAMM PA-100PERrYLINE Couc–CONCRETE up UTKmpOm FAL .... FOUND • 0: 0 • 0 see • • 0 • 0 0 *0 00 Can ... C L" ft + gj f j rM 0 ffVD . _ j %ATM"--ODE-VERT1CAL0A'RM 0 0 p4••• f=ff OF RWER89 CIMMIFURS PA.r... POINT OF COMPIKIMIND CURVE Me-..POWOFCOM&9MC6MENT IUW..AVWffQFWAY OR..•.. •:• 0 PAL FIRE HYDRANT NO.. AIDBOAX R ..... RAORMI U.L .... UMPY64000"T 00 0 cap..... CHART LINKFENCE CMTVY TO. Maria Gab rWa Contreras & Ell Bra" Law Offics Of Ame be morm A! iorneys' Title bwwvjm Ftuxl- I=- Indymac, FSB., Its Successor, fee go 9 fee g 3 arid/or Assigns. LEGAL DESCRIMON: Lot; Block: 4 &AKvvL Enrloton Shares According to the Plot thereof as recorded in Plat Book: 43 Page: so Public Records of MIAMI -bADE Cm", Merida. AbCMSS*- 1200 NE 97 STREET AAXANLt SHORES, FL 33138 Encr*wJvrmft Nated;uokA LO"TWN SMTCH SCAM 4),;r U11 4� ;_S I ZCW N.E. 97th ST. it 15' ALLEY $hoot I of 2- FLOOb ZONE: X _THIS TS A FLOOb 1$ ZONE % ,/Txs rs NOT A FLOOb HAZARD ZONE PANEL No.% 93/7 COMMUNITY * 120M DATE OF FIRM: 07MMM BASE FLOOD WA FIWSH FLOOR: WA LOWEST WA ADS 6RJ1DE Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To GABRIELA CONRERAS Invoice Number: DEMO -11 -07 -30262 1200 97 Street NE Invoice Date: November 05, 2007 MIAMI SHORES, FL 33138 -2560 Permit Number: DEMO -8 -07 -1860 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Type: Demolition / Mork Classification: Building Date Fee Name Fee Type Fee Amount 11/05/2007 Change of Contractor Fee Fixed $75.00 Total Fees Due: $75.00 Hoy 0 MIAMI �HR� VILL Monday, November 5, 2007 • Miami Shores Village Building Department 'C E Change of Contractor Permit No. Dr,' Q� 0 B (30S) 604- - 7 6 0 6, 3 Owner's Name (Fee Simple Titleholder) 14 6A0i GOWV&Yh,5 Phone # (30,5 2 67 - 0(9 600 - 4 Owner's Address /ZX AX 77 67 City A/" a5 HOVE 5 State 1 Zip 33 Tenant/Lessee Name Phone # Job Address (of where the work is being done) /Z60 NC X51 City M/6lmf L510 E 6 County Zip 331 : �6 Legal Description /� y , Contractor's Company Name kt 1� �� l•t•G Phone # 3015 Contractor's Address 49A c7UrJ&Jj rX.(--f, '5WV City CyJNQj �� k State - f 7 (. If& Zip 3 ta<D Qualifi Describe Work: I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. Signature __ 70 k4l 6/ 17,/-, Signature Owner or Agent ntracto The foregoing instrument was acknowledged before me this The foregoing instrument was lacowledged before me this I day of 200, by Y day of 2 20 (D by -4140 who i personally known tome or who has produced who is pe onally known to me or who has produced OK - 73 - W - identification and who did tak �Z - entification and who did take an NOTARY P IC 1'�L1�'L NOTAR UBLIC: o� Abv Sign: G� • `� 4'° Sign: 1ti1��titi Print: G�` �� • °� Print: � o o h ` 4• a� S ,....... tP 4 My Commission Expires: r ,'_ z� y � My Commission expires: � q O 4 �hnn a•. ,y,k,y �e gr it 4t 4t ft &4e�de fFak 9t sY aY it it.Y &ft Yt it & * &.43c it it �i.4 sit �it &�Y et 9t 9t4t 4t 9t.49t�Yt 4e *.t 9t 9t& fe it fY &�t 4t 4t &�k 9t �'t * &Yt &.Y 9r 9tPt * * &9t 4t 4t & 9t �t 9t 9t9t sk 9t�� t 4e�St ik fY frtYr 9t�9t aY Rev. 09/19/03) 9 Inspection Worksheet Miami Shores Village Op 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 K01 Inspection Date: 0111412008 Permit Type: Demolition Inspector: Grande, Claudio Inspection Type: Final Owner: CONRERAS, GABRIELA Work Classification: Building Job Address: 1200 97 Street NE Miami Shores, FL 33138 -2560 Phone Number (05)759 -0860 Parcel Number 1132050090620 Project: <NONE> Block: Lot: Contractor: ALEF CONSTRUCTION GROUP LLC Phone: (305)944 -8300 BuIlding Department Comments REMOVAL OF DRIVEWAY CONCRETE DECK AND LANDSCAPING Inspector Comments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, January 10, 2008 Page 2 of 2 Permit No. EL- 10-07 -2144 ir Miami Shores Village Permit Type: Electrical - Residential N.E. 2nd Avenue Miami S hores, FL 33138 -0000 P e r ' ' Work Classification: Addition /Alteration S Phone: (305)795 -2204 Permit Status: APPROVED �eotiiv�^ Issue; Date: 11 /5 /2007 Expiration: 05/0362008 Project Address Parcel Number Applicant 1200 NE 97 Street 11 32050090620 Miami Shores, FL 33138 -2560 Block: Lot: GABRIELA CONRERAS Owner Information Address Phone .. cell GABRIELA CONRERAS 1200 NE 97 Street (05)759 -0860 (305)804 -7663 MIAMI SHORES FL 33138 -2560 Contractor(s) Phone Cell Phone Valuation: $ 1 , 0 00.00 BAY LIGHTING OF MIAMI CORP 305 - 303 -8301 Total Sq Feet: 0 Type of Work: ELECTRICAL Available Inspections: Additional Info: OUTLETS Inspection T ype: Classification: Residential Alteration Fire Alarm Relocation Meter Box Underground Rough Service Change Final W W. Fees Due Amount Total Amt Paid Amt Due CCF $0.60 Education Surcharge $0.20 $ 0.00 $ 0.00 $ 0.00 Permit Fee - Additions /Alterations $150.00 Scanning Fee $3.00 Payment Type: Technology Fee $3.75 Total: $157.55 t: NOV 0 8 2007 'JA i MIAMI SHORES `PILLAGE In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated November 05, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Monday, November 5, 2007 1 Inspection Worksheet Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL m0AW_ R Phone: (305)795-2204 Fax: (305)756-8972 RZ-11A 3 11 , I Inspection Date: 0111412008 JAN Permit Type: Electrical - Residential Inspector. Devaney, Michael 1 5 Inspection Type: Underground Rough Owner: CONRERAS, GABRIELA Work Classification: Addition/Alteration Job Address: 1200 97 Street NE Miami Shores, FL 33138-2560 Phone Number (05)759-0860 Parcel Number 1132050090620 Project: <NONE> Block: Lot: Contractor: — BAY LIGHTING OF MIAMI CORP Phone: 305-303-8301 uilding Department Comments relocate light outlets and switch from existing utility to new utility room Inspector Comments Passed EE cc p er . t' 5' ®� Failed Correction Needed Re-inspection cvg? Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Friday, January 11, 2008 Page 1 of 2 .........., Inspection Worksheet Miami Shores Village t )Jtto 1 {tgK'1 555 _ f5 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/03/2008 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: CONRERAS, GABRIELA Work Classification: Addition /Alteration Job Address: 1200 97 Street NE Miami Shores, FL 33138 -2560 Phone Number (05)759 -0860 Parcel Number 1132050090620 Project: <NONE> Block: Lot: Contractor: BAY LIGHTING OF MIAMI CORP Phone: 305- 303 -8301 Building Department Comments relocate light outlets and switch from existing utility to new utility room Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, February 29, 2008 Page 2 of 2 Miami Shores Village fi i y y Building Department OCT 1 9 2007 � 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 , Tel: (305) 795. Fax: (305) 756.8972 B Y. BUILDING 1110(01 ^� Permit No. l Z l`"C`�' PERMIT APPLICATION off' Master Permit No. _(ZGM_ I ro ° l FBC 2004 Permit Type Electrical Owner's Name (Fee Simple Titleholder) &VIA (Rd11 /CIA 60EA MS Phone It 4365 ) 35q D (560 Owner's Address /200 AJE_ V City I`�1GVYl7 /' S�?O l'ES State T Zip 3 /3 15 ' Tenant/Lessee Name Phone # E-MAIL: M6C0ln* (2 oot • CGS'✓? Job Address (where the work is being done) of as akvve, City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name A. /i ® Phone # 36 a 7ZZ Contractor's Address ?SZg �Yf�,,,e�ed, eil.A . ZIL C City State Zip 3 3i'�Iq Qualifier Name e Phone # �, 3 10 — C h Z State Certificate or Registration No. Z Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ �' X19 9 Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ;®New Re air /Re lace p p El Demolition Describe Work- d 116 4-9 avt s S l f S Uf / /rfr 2fwm to "W 0" . xxx9e 9t &xxxx$e oY 4z o: Y aY 4exdcxxxx &4exoYx9e &eYxxxxoYa°xde Fees�t aYxoFotxxxe49t eY 4ede Y x4e dexYa 4c iexxde de eY tYxxxxxY aY oYxxxkxnYxde Submittal Fee $ Permit Fee CCF $ CO /CC Notary $ Training /Education Fee $ 1 Technology Fee $ 5- • 5 Scanning $ C)O Radon $ DPBR $ Zoning $ Bond $ Code Enfo t ouble Fee $ e— Structural Review. $ Total Fee Now Due $ I �� •J S' ®� 0 8 20 See Reverse side mc '1 431 MIAMI SHORES VILLAGE Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered-to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent I ntractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of /1 1 20 _q, by a5l day of I I , 20 D 1 —� b Y 0 &- - , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: MY PUBLIG =SM, OF FLORIDA Sign: Si Melissa Diaz – L &NAUU0mm!ssiuu#DD4849 2 Print: Print: mw Fmires: OCE 23 2009 My Commission Expires: My Commission Expires: Bonded Thru Atlantic Bonding Co., c. xetxxxxdrxxaY aY'ie &x4e ttxeaxdrxde4: xx9euxuie 4: dexxee as nYzxae4rdnYnY etxx xx4rx9rot Yxetxeexxn :xuxxxxxxxxeY4exxxxxaYxxxxxxx9e aYxs4uuxx�eroY stxxxxnkxxscat sY P APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) . c Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. a7- t 9IOO Job Name r.4 5 Date STRUCTURAL CRITIQUE SHEET Aked al f Ga✓ SYJ t G • GP` �G.✓yPils !7� �SGy't -G rell 4,- rGtz e c . W oe oG '! J 3' 04 fec-•f ��. Sh- A - Tkw-r A Stec. 4&r4 fZ��wF dr rt`dS 7 15ec =212 r Oec 1vouKd• Prue! /a '�', S L J o W lil0'LV »zrS a�rr_ K r4 ".. .d -!* �-I &n 4- - m- k d "vim ,cx Yra-,c-e_ fafle stew laGlc � 7r''s" � �x %s� . 1r7a5 G ylr N L��iYIQS dhry Qv��OrS ✓ v �� - .3 r �) O �y I f T° y h q Tke G/2 T F T D be, ctmcvell e d 6 no Tsi - , w i i % W -6 *nb ,,,d Pn e rz1 in a dox �f , , Inspection Worksheet Miami Shores Village o � 10050 N.E. 2nd Avenue Miami Shores, FL _ Phone: (305)795 -2204 Fax: (305)756 -8972 =I r (t �� Inspection Date: 02/2712008 Permit Type: Driveways /Sidewalks /Slabs Inspector: Grande, Claudio Inspection Type Final Owner: CONRERAS, GABRIELA Work Classification: New Job Address: 1200 97 Street NE umw� Miami Shores, FL 33138 -2560 Phone Number (05)759 -0860 Parcel Number 1132050090620 Project: <NONE> Block: Lot: Contractor: ALEF CONSTRUCTION GROUP LLC Phone: (305)944 -8300 Building Department Comments CONSTRUCTION OF NEW DRIVWAY AND HOUSE ACCESS WALKWAY 0 i Inspector Comments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, February 26, 2008 Page 2 of 2