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1201 NE 98 St (8)MIAMI S ORES VILLAGE' BUILDING DEPARTMENT ` 305- 795 -2204 Building Inspection Request Date I) 1s l' Type Insp'n 44 Permit No. ELCS - j �S Name Address 12x'1 Y..IE S sr Company Phone # 1 45S — o4 1 Z Inspection Date Approved lam' Ll'G Correction ❑ /6cf=v Re-Insp'n Fee ❑ Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/7/2005 Applicant: ENRIQUE GARCIA Owner: GARCIA ENRIQUE JOB ADDRESS: 1201 NE 98 ST Contractor ORONI INC Local Phone: (305)685 -0412 Parcel # 1132050090220 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -892 Contractor's Address: 14040 NW 6 CT Legal Description: EARLETON SHORES PB 43 - 80 LOT 10 LESS E2OFT BLK 2 LOT SIZE Fees: Description Amount FEE2005 -8179 Structural Fee $50.00 FEE2005 -9326 Building Fee $402.00 Total Fees: $253.25 FEE2005 -9327 CCF $8 Total Receipts: $0.00 FEE2005 -9328 Training and Education Fee $2.80 FEE2005 -9334 Technology Fee - ee r 9Y $10.05 � �`�� J � (� (93 35 FEE2005 -9335 Scanning Fee $30.00 - a 50 CL Y , FEE2005 -9336 Submittal Fee ($250.00) �" �p Total Fees: $253.25 e5 , 2, L ' Permit Status: APPROVED Permit Expiration: 12/10/2005 Construction Value: $13,400.00 Work: REMODEL FLORIDA ROOM Page 1 of 1 JUL 0 7 PAM E- sIq 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Chc 5/13/03 Awe APPLICATION APPROVED BY: o has produced ntification and who did take an oath. NOTARY Sign: Nain.y Iglesias Print: � � Commission n # DD1�1 to �iTii Expires May 13, 2006 My Commission , Q. Bonded Urn ° ''i „ Atlantic i on4ingQt..1nc. Signature Qr Agent Contractor The foregoing instrument was acknowledged before me thisv3A The foregoing instrument was acknowledged before me dui , day of , 20, by who is sonally known m who has produced fication an ho did take an oath. My Commission Expires: Iglesias #DD117024 ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ********************************************.*************'******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (.(x / 05 2 f 5 L 6 // i /1(L7 Plans Examiner v Engineer Zoning BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Buildi Contractor's Company Name v FU �.Z / _ k.)C• Contractor's Address HO S/d 1)- LU. to Li City_). /-P / 4A' / State i g Qualifier v ,2 / , RJCl0 s��✓�/ i5 State Certificate or Registration No. C./3 (.2 / 4 `d Architect/Engineer's Name (if applicable) $ Value of Work For this Permit /3 GOCtG Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Is Building Historically Designated YES NO g Electrical Jv Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) EA...) / Q ueA L_) 5 AQ(y Phone # Owner's Address + 2 I t S r City_/K/gK / Re .5 State i2 Tenant/Lessee Name Phone # Job Address (where the work is being done) /a96/ 4J. E. ?g • City Miami Shores Village County Miami -Dade Zip 33/ Certificate of Competency No. Phone # Square Footage Of Work: Type of Work: ['Addition ❑Alteration ['New ❑ Repair/Replace / /� /� � Demolition Describe Work: Rtef -M Z € /140 Cg f�dgiCi >�OO/4 . * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ • "�_ , Permit Fee $ '/O 2. 'T CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Structural Plan Review. $ . Permit No.- )® Master Permit No. Zip 33/ 3 �( Zip ..FAE (�v�) 7a g -a3a Phone # d X5' t' 2 —D f1 /oZ Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: EL2005 -195 Printed: 7/7/2005 Applicant: ENRIQUE GARCIA Owner: GARCIA ENRIQUE JOB ADDRESS: 1201 NE 98 ST Contractor ATLANTIS ELECTRICAL CORP Contractor's Address: 12803 SW 20 TERR Local Phone: (305) 551 -4043 Parcel # 1132050090220 Legal Description: EARLETON SHORES Fees: FEE2005 -9321 FEE2005 -9322 FEE2005 -9323 FEE2005 -9324 FEE2005 -9325 Permit Status: APPROVED Work: REMODELING FLORIDA ROOM Description Building Fee CCF Training and Education Fee Technology Fee Submittal Fee Total Fees: Electrical Permit Amount $150.00 $0.60 $0.20 $3.75 ($50.00) $104.55 Permit Expiration: 12/10/2005 Construction Value: Signed: (Contractor or Builder) BY: PB 43 -80 LOT 10 LESS E2OFT BLK 2 LOT SIZE Total Fees: $104.55 Total Receip $0.00 cc, c, o` WW ( c 5 O r \O, 10 $1,000.00 Page 1 of 1 JUL 0 7 PAID Signed: (INSPECTOR) 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 1 assume responisibility for all work done by either myself, my agent, servants or employes. • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature . •• 1r Agent Contractor The foregoing instrument was acknowledged before me this / ?'"` {-�� The foregoing i ns tr ument w ac i c .,,... ledg..d before m_ this I '�'� day of 5# Q_— , 200c :by by who is py Irin:wn to - or who has produced Sign: Print: As identification and who did take an oath. an Iglesias # DD117024 ExpirEi ILay 13, 2006 Q � ` An I Tina ','' ° °' mantic sandth803•Inc. My Commission Expires: ** * * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** M4% * * * * * * * * ** ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Signature day of .IwL-- who ' .ersonally kno ire NOTARY PUBLI I: Sign: '' i aacy Iglesias Print: on # D 9 r , , n , c, ,, ' 13, 2006 My Commiss . Ti Boa 71zru non � by me • who has produced fication and who did take an oath. * * * * * * * * * * * * * * * * ** * * * * * * * *.zu_ * * * * * * * * * * * ** Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION ` Master Permit No. FBC 2001 1 // Permit Type (circle): Building r' 'J Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) lava?, que Zf u -.b I4 Phone # OS- ' lam ' 013.3 Owner's Address 1701 NE 9 T' r City - }11026 State /-'[ Zip 33J3' Tenant /Lessee Name Phone # Job Address (where the work is being done) JgO / ALE - 9 e - City Miami Shores Village County Miami -Dade Zip 3 3 /3 Is Building Historically Designated YES NO l( Contractor's Company Name U4 ±/ W ° �5 -'- � C / � Phone # L C306�_ Y/- e7 ,,,, Contractor's Address , // C. ^ I r ' � -WI Citv State F Qualifier!•��C�. /26._ State Certificate or Registration No. ER 00 !5`' 3 74 Certificate of Competency No. ?7E0000 ,9'l Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Submittal Fie Notary $ / �c� CJ � •� Type of Work: ['Addition ❑Alter r ['New ❑ Repair/Replace ❑ Demolition Describe Work: i .t- rO is /7n Q rc�c? (&)0 * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ /.4 Total Fee Now Due $ (Continued on opposite side) Zip ;36 CCF S CO /CC Training/Education Fee $ Technology Fee $ Square Footage Of Work: Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ • ' LOCATION PLAN Scale: 1"= 100' Notes: ,...=Central angle A =Arc length R= Radius T= Tongent All bearings refer to an assumed meridian. Distances on corner lots are to intersection of block lines extended. Fence ownership not determined. Bench Mark No.: B -62 Elevation: 08.7.0 Location: N.E. 10th Avenue & 96th Street Miami Shores, Florida Elevation refer to National Geodetic Vertical Datum. (M.S.L.) LEGAL DESCRIPTION: Lot 10, Tess East 20 Feet, Block 2, EARLTON SHORES, according to the Plat thereof, as recorded in Plat Book 43, Page 80, of the Public Records of Dade County, Florida. 1 _ CERTIFIED TO: enlerlin Easy N.E. 12th AVE a) a c / U Citibank, F.S.B., its successors and /or assigns, Spieler & Associates, P.A., Attorneys Title Insurance Fund, Jose R. Hemandez Jr., and Vivian B. Hernandez, his wife. The Flood Insurance Rate Map, Revised 3/2/94, delineates the herein described land to be situated within ZONE X. 0 0 0 z N `u o c (nas 0.1' clear 1.1 clear ✓p o 0 0 0 Residence: Chain Link Fence 1201 N.E. 98th STREET Miami Shores, Florida 0 u 21' AsPho/1 Pavement BOUNDARY SURVEY Scale: 1”-7 20' 30' Chain Link Fence 9.0' Ni F onteter 25 70' Chain Link Fence 0 0 d 0 c 0 ' 0 N 11.9' 1 1 .00' ° 8.32' $.8' 26.44' d 3' Hig 7.3' Win r o Asphalt " 0 ��_ Driveway Set 3/4" Iron Pipe No. 1201 24.17' (D co Porch Stucco to 0 182'42'45" . 1 4.18' 27.96' Concrete .Walk 24.91' A =102' 50' 10'= R =25' A=44.87' T= 31.34' -r 'v i M „i Found 3/4" it I Iron Pipe .3 ' t.- 108.57' 0 v 'n N Centerline EAST (N ' E ' 12th AVENUE) • Found 3/4" a+ Iron Pipe 0. Z Notes: Scale: 1"= 100' p= Centrol angle A =Arc length R= Radius T= Tangent All bearings refer to an ossumed meridian. Distances on corner lots are to intersection of block lines extended. Fence ownership not determined. Bench Mark No.: B -62 Elevation: Location: N.E. 10th Avenue & 96th Street Miami Shores, Florida Elevation refer to National Geodetic Vertical Datum. (M.S.L.) LEGAL DESCRIPTION: Lot 10, Tess East 20 Feet, Block 2, EARLTON SHORES, according to the Plat thereof, as recorded in Plat Book 43, Page 80, of the Public Records of Dade County, Florida. LOCATION PLAN Iti 0 0 . M 108.571 8 � CERTIFIED TO: nterli N.F 12th 4VE D c T- o c d U Citibank, F.S.B., its successors and /or assigns, Spieler & Associates, P.A., Attorneys Title Insurance Fund, Jose R. Hernandez Jr., and Vivian B. Hemandez, his wife. The Flood Insurance Rate Map, Revised 3/2/94, delineates the herein described land to be situated within ZONE X. I c — Z m Chain 0 p C u Link m m N d1 Fence o N i� 108.57' N 0 0 0 • Chain Link t� Fence \ 26.44' 16.7' Asphalt Driveway 11.9' 11.00' 0 O m . 1 STORY o °' 0 - O a lri 13 0 N O. • ,ri • `� Concrete O N 5.56' N Block cD c0 !Porch Stucco N 8.51' No. 1201 C12.34) • 2.0' 00 8.32- - c., 182'42'45" O N 24.17' Concrete• . Walk 7t . 27.96' 24.91' 2 0' .= 102'50' 10' R=25' A= 44.87' T= 31.34' 0. 1' clear v (ri O 1.1' clear Residence: 1201 N.E. 98th STREET Miami Shores, Florida 21' Asph Poveme BOUNDARY SURVEY Scale: 1”= 20' Centerline EAST DIX (N.E. 12th AVENUEI E 0 3 0 a. 0, 30' • —Found 3/4" m Iron Pipe 9.93 • i • • 0 Choln o I; 4 u Fence 0 3' Hig Wingwoll Chain Link Fence n ' l onter 26.44' 16.7' a0 Asphalt Driveway 11.00' 1 STORY 0 Concrete Block (o Stucco N No. 1201 182'42'45" _ � 1 Porch 2.0' A= 102'50' 10 = R =25' A= 44.87' T= 31.34' 19.27 24.17' m ''C`oncrele• Walk 20.0' 24.91' 0 • 0 O 12.0; 0 • 4 0.1' clew • 0 0 • . a 1.1 clear o, Residence: 1201 N.E. 98th STREET Miami Shores, Florida 21' AsPhofl P o v eraent BOUNDARY SURVEY Scale: 1"= 20' 1 08.57' Set 3/4" Iron Pipe 0 e 27.96' "Is n: u� 23' Parkway ~ aY Cenfe E. r1in e EAST 01X /E AVEN •J�Found 3/4" as Iron Pip* 30' Found 3/4" Iron Pipe IY L--" r---" EAST ELEVATION va NORTH ELEVATION c 1:15)0g- - co i2E_rl.A.l N t • t \ \ . e-x1yTtwc. 61,E czar-, E • STo2n.c. E Fx�yT t1+G 2,00 Z. To z �e-�e ►a. 1 6” PLANNING BOARD AGENDA OF November 4, 1996 Name of Owner /Applicant Jose Hernandez Name of Architect/Contractor Jose 0. Mendez Address of Property, and/or Legal Description 1201 N.E. 98th Street Nature of Request Approval of plans for flat roof addition and garage conversion. Present Zoning R - 25 Area of Present Building 2,690 aiami Jliores91llage F L OR 10 A Area of Proposed Addition 306 (404 sq. feet permissible) . Total Area ITEM NO. 4 Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code : Front Side Rear Setbacks Provided : Front Side Rear Variances/Zoning Change None Council Action Required No Planning Board Action Council Action Phone No. 759 - 8905 Phone No. Director of Building and Zoning JOB SIT=: I b ME 'i? Sr DATE: TYPE C= REVIEW: F 1 & L CODE SEC_ =ON 5f$ fve- PAGE LOCATION 1/.m A. 7f6HAe .0r e 3 _ 9'4 MIAMI SHORES VILLAGE BUILDING DEPARTMENT PLANS EXAMINATION SHEET BY: COMMENTS SJ ,0 /W it2fr / wc_ e_"7 -Azi g 5 / a /, ,4 , S 5 ® .B' d/T ' ;ea'b *' 12' oe- 11,4 0iv ®fie 1 ;le ac- A/0 , � �r ca�/ :r21 A »di?may, MIAMI SHORES VILLAGE BUILDING DEPARTMENT PLANS E`AMINATION SHEET JOB SITE: HE R_A.( 1 I«1= ci°R -St TYPE OF REVIEW: CODE SECTION T44' le 29 A 2.9 -5 I aa/v PAGE LOCATION rfrei 5 rs, thy pe8L ut iv et 517% d r years 15 14- 4 . N r 6, ha ea) been shmwn. �7`l2rr� COMMENTS DATE : / 6 BY: AX/X )0h (ih gee) Jl . nos/r - 1;9Y s iaje v - u , (eS /Baa g/ 57 4 4; x� @ 16 sed. G / . $'i // P /ale {� be p rt sLA.d '1/ erodud 4p va 5 for 7wc�j�t ®e6 P Ve icL Jaor5, .0.511w14ers 5'ECf "A 54 C44 p``i- a. l roof on �l ro eF. S Gvotiv he'' Gob 4' 7:9, It0'3 4,0 be d ow&led epoxied Fr-v-Pac vi vL . P1 4. 5 3 ri) 1# ep.d 17? .be Pro/pm-eel 6 9/M- ri”er$ e)C4ev)4!ny / t,1 Z 5paace 5 r or e6z u. l a h 5 Pen 4 1 c'Te Over F1s gn. - -- Flood Elevation bA IQ 0 MIAMI SHORES VILLAGE BUILDING AND ZONING DEPARTMENT 10050 N. E. 2nd AVENUE Ph. (305) 795 -2204 FAX: (305) 756 -8972 BUILDING PERMIT/CONTRACTORS REGISTRATION CHECKLIST Copy of STATE OF FLORIDA CERTIFICATION (DPBR) or STATE REGISTRATION AND DADE COUNTY COMPETENCY LICENSE. _._ Copy of current OCCUPATIONAL LICENSE from county or municipality where business is located. Certificate of Insurance for LIABILITY (addressed to Miami Shores Village). Certificate of Insurance for WORKER'S COMP (addressed to Miami ShoresVillage) or if exempt. State of Florida LES Form BCM -204, Construction Industry Notice of Election to be Exempt. Structural Review fee PLEASE SUBMIT EJERYTHING (gam OFF isoi ME g2. STREfr 0 V Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized). Tao sets of plans /drawings signed and sealed by registered architect or engineer. Occupancies by Group Classification must be on plans and permit application. All plans must include folio number and property address. Amended plans, in addition to the above, must also include the permit number. Structural Calculations signed and sealed by architect or engineer when applicable. Current survey of the property. Certificate of Elevation signed and sealed by Surveyor. Substantial Improvements Checklist (contractor or owner). IL Two sets of energy calculations. Two sets of signed & sealed Truss Plans (Engineer). DADE County or State of Florida Products Approvals for roof materials, sheds, windows, exterior /garage doors, aluminum carports, screen enclosures, shutters awnings, skylights, french doors and etc. 4 Approvals from }IRS, DADE County Impact Fee Section, Fire Department & Health Department (when applicable). Warranty Deed or Other Proof of Ownership if necessary. NOTICE OF COMMENCEMENT A RECORDED. COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. / 5 0 2 STATE OF FLORIDA: COUNTY OF DADE: • THE UNDERSIGNED hereby gives notice that improvements will be made to certain real-property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of : Commencement. 1. Legal descripti n of property and street address: 1:0) / _ 2. Description of improvement: 6. Lender's name and address: different date ys- specified) Signatur ( Owner Print ners Name Notary Public ` �5 — 1 —cz ga o 0 A/ , i 3. Owner(s) name and address: m a / A 444 E Z /,2 Dl /14 9, Interest in property: g6f)/7 Name and address of fee simple titleholder: 4. Contractor's name and address: / c:: fc 5 DD, _, .i"O'/&,lc° 5. Surety:(Payment bond required by owner from contr if any) Name and address: , / / Amount of bond $ ;/ / ' L t. 7. Persons within the State of Florida designated by Owner upo whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, / ,; Name and address: ,/✓ - 8. In addition to himself, Owner designates the following person( to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a Sworn to and subscribed before me t. s ` � + day of N0 d J 19 . Print Notary's Nam M: 4-; ° IY • My Commission Expires: y... L . �° :C:i��k; t�K�t i�.Y CF rcr:r ,� Cr-3 . ` e p�, rr tF: _ .. /0 r . ra Prepared by: \14)-s 6,404— 'mac/ /%, 6, 9 O MIRIAN M. �E�QQ1�4I�, w/ � lUr .,CCa S MY COMMISSION ?WAN I r WIRES: October 19, 1998 /c) - _3 123.01.52 2/93 • c. C.) w o � o+ CO CO s ce c o. Date Legal Description Owner/Lessee / Tenant PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address /; d / 4 / 1 / 2 Tax Folio Historically Designated: Yes No 7;57p. // cc, ,4-'71 .' Owner's Address /.> / Al ± S Phone Contracting Co. A «c , ; %, � r ll Qualifier N b / P < < / C CI /i e7Y. or 0 w Builder Tres: SIGN r -B lder ate /0/c2/ 7�.6 Date OFFICIAL NOTARY SEAL IRENE C MACIAS NOTARY PUBLIC STATE OF FLOJDA COMMISSION NO. CC550327 MY COMMISSION EXP. APR, 24,200n BOND Soo/ TOTAL DUE Oo g o 11 I 5I t r1/1919 Engineering 1201 NE 98 ST FINAL ELECTRICAL FOR FLORIDA ROOM RENOVATION Passed Inspector Comments Lj C'.S Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until II �'�ORIpA Inspection Number: INSP -1812 Permit Number: EL2005 -195 Inspection Date: 12/12/2005 Inspector: Devaney, Michael Owner: GARCIA, ENRIQUE Job Address: 1201 98 Street NE sz5y Z655 Miami Shores Village, FL 33138- Project: <NONE> Contractor: ATLANTIS ELECTRICAL CORP Building Department Comments Wednesday, December 14, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132050090220 Lot: Phone: (305) 551 -4043 Page 2 of 2 ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT �j FEE. ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE (ROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 If ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 hP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER , FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL 10/19/1995 13:56 5927447 ENGINEERING NOTJCE OF ACCEPTANCE: SPECIFJC CONDITIONS 2. MATERIAL CHARACTERISTICS 2.1 Frame and Sash Material: Aluminum alloy 6063 -T6. 2.2 Glazing PAGE 02 Sseuritv Aluminum Windows & Doors ACCEPTANCE No.: 95. 0330.05 APPROVED : AUG 3 1 1995 EXPIRES *UG 3 1 loon 1. DESCRIPTION. OF UNIT 1.1 This approves an aluminum single hung window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation Series "2100" Aluminum Single Hung Window 1.3 Overall Size 4' 7" wide by 7' 6" high by 2 1/4" deep (For other approved sizes please see section 9 of this approval) 1.4 Configuration O/X 1.5 J10. & Size of Vents: Two vents mcasuring: 4' 4 1/8" wide x 3' 9 1/8" high 2.2.1 Glazing Material; '4," tempered, 3 46 " anneled and'/," annealed (See chart in section 9 of this approval) 2.2.3 Daylight Opening: Two lites per vents with a clear o1ening of: Bottom Vent; 49 7/8" wide by 20'/ high. Fixed top vents; 51 W by 20'/," high. 2.3 Pagel Construct 2.3.1 Stiles: Consist of a vent side of unequal legs' /." nominal exterior face and 1.075" interior face by ' deep and .062" wall thickness aluminum extrusion. 2.3.2 Rails: Consist of a vent top 1.637" interior face and 1.262" exterior face by 1.109" deep and .062" wall thickness aluminum extrusion with one screw spline. Bottom vent 1 1 4 4 " interior face with adapter and 1 7 4 4 " exterior face by "I deep and .062" wall thickness aluminum extrusion with one screw spline. 2.3.4 Corner Construction: Butt joint, each corner secured with one No. 8 by 1" sheet metal screw. 2.4 frame Corner Cpitstruction: 2.4.1 Read: Unequal leg hF,ght 1" interior and 1 'h" exterior face by 2 1/4" deep and .062" wall thickness aluminum channel shaped extrusion with a groove for pile. 2.4.2 Jambs: Unequal leg width 1 '/, "exterior and I '/." interior face by 2'/." deep and .062" wall thickness extruded aluminum with two screw spline. 2.4.3 Sill: Aluminum extrul d 2" nominal interior face and ' / exterior face by 2 '/ 4 " deep and .062" wall thickness. 2.4.4 Corner Construction: Butt joints, each corner secured with two No 8 by 3 4" sheet metal screws. Man I Perez, P.E.1'Matts Examiner Product Control Division 7 18/19/4995 13:56 5927447 METRODADE Security Aluminum Windows & Doors 5100 N.W. 72 Avenue Miami, FL 33166 ENGINEERING PRODUCT CONTROL NOTICE OF ACCEPTANCE PAGE 81 METROPOLITAN DADE COUNTY, FLORIDA METRO•DADE FLAGLER BUILDING SUILOINO COOK COMPLJ *NCE OF'FICK SUITE 103 METPC DADE FLAOLER SUILD'9G to WEST FLAGLEP STREET MIAMI. FLOJIIDA 331304543 DOS) 375.2901 FAX (0051 3754909 PRODUCT CONTROL BECT1oN (305) 775•2902 FAX (305) 3724339 Your application for Product Approval of SsNau2190 Alawdsam under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted byi Applicant (tor listing ofsubmitted documentation, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dadc County. Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality contro. testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred b7'the manufacturer. Acceptance No.:95- 0330.05 Expires:08/31.'i8 guez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Dcpanment and approved by the Building Codc Committee to be used in Dade County, Florida under the conditions set'forth above. Director Building Code Compliance Dept. Approved: 08/31 /95 -1- Metropolitan Dade County ' • 10/19/1995 13:56 5927447 ENGINEERING Security Aluminum Windows & Doors ACCEPTANCE No.: 95- 0330.05 NOTICE OF ACCEPTANCE: SPECiWLC coNorrioNs 4.2 Attachments of sub -bucks shall be designed by the Architect of Engineer of Records and must be in compliance with the South Florida Building Code 4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete anchors instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1 V4" into the masonry structure. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well u the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for int;peuions at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed 6.4 Net The installation of this unit will require a hurricane protective system. 2b - PAGE 04 APPROVED : 'AUG 3 1 1995 EXPIRES MG 3 1 1998 WI I Perez, P.E. Plabi Examiner Product Control Division 10/19/•1995 13:56 5927447 Security Alumitum Windows & Doors 2.5 Weatherstrinpinc Description Pile with integral plastic fin Pile Vinyl flap 2.6 Hardware: Description Quantity Spring and pulley balances Two Metallic cam lock Two ENGINEERING ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC ONDITIO Quantity Single Double Single PAGE 03 95- 0330.05 AaG 3 1 1995 NE 3 1 1998 Location Fixed meeting rail Vent jamb rails Aluminum applied adapter on the interior of exterior leg of vent bottom rail. Location One per frame jamb One 7" from each end of vent top rail, locking into extruded groove in fixed meeting rail. 2.7 Weepholes: None; W drain notch in each end of sill screen retainer. A " shim installed under each lower corner of screen to allow water to drain out. 2.8 ,'%1untins: One horizontal muntin in vent and fixed light (2 over 2). The muntins are attached to vent jamb rails and frame jambs with tabs. 2.9 )tteinforcement; None 2.10 Additional Description: 2" high overall interior sill flange used. 3. LIMITATIONS 3.1 This approval applies to single unit applications only. as shown in Section 10. 3.2 Units with dimensions smaller than those shown in Section 10 shall qualify under this approval. 3.3 For Design Pressure Rating see sections 7 and 9 of this approval. 4. INSTALLATION: 4.1 Screws and Mrthod or Attachment SILL : #10 x 1 '/." PH SMS located 5" from corner and 21 ''A" o.c. HEADER: #10 x 1 ' /." PH SMS located 5" from corner and 21 'A" o.c. JAMBS : #10 x 1 1 / 4 " PH SMS located 5" from corner and 19 W' o.c. N je: Plea see note # 1 I Page j ?a - Ma Perez, P.E. PIt> Examiner Product Control Division TEST RESULTS .• - DESIGN LOADS .,”: 1`:i 11. i1'4111IN 4t■ 1.57 1`5F SI' 1'A 2"7•0-1 (0.37 CFM l' 1') i• , 3 Cr.vart' yrll -V3St • UNIFUItM1 ; •IATIC PRESSURE I.)LSILIN I,OA1)S SFI)C PA 202 -94 POSITIVE 30 Seconds (3/16 tempered) +30.0 PSF • ; : ; •. '•tM2t.1A333' -1 . ` ♦3tt.t1 rsr M11•.16155 UNIFORM STATIC PRESSURE DESIGN LOADS SFAC PA 202 -94 NEGATIVE 30 Seconds (3/16' tempered) : : 40.0 NJ.. :. ,- : .., °fitfrL=1635#:` `' . •30.0 PSF 11tH.• 161SS WATER RESISTANCE (PSF) SFTIC rA 202.94 ,: <.; <; +73 PSItZ71; "�;.� "idlI'I63SS '?'.' i�:.> • 45U.0 PSI' Mt1.•I6155 UNIFORM STATIC PRESSURE FULL. 1LST LOAD At 1: AS1330 PA 202.04 POSI1IVE 30 Seconds (3/16' tempered) • - X50.0 PS ,:' : ?i,: ;.;• ° MIL-16355:: '' ` : • " ♦33.1 1'Sr• hn1. -161ss UNIIORN S•1'ATIC PRESSURE FULL TEST LOAD SFRC PA 202 -94 NEGATIVE 30 Seconds (3/16' tempered) ' ., .: , j • ;d0.0 PSF;' ".: -4r.. "Y : MrL.1635S : ` -33.3 I'SP MIL-16355 FORCED•EN11(Y RESISTANCE (FER) AAMA 1302 5.76 ;., : t : M Ld635S!' ? > ""+• - • �� ° ':'r ' . • - •• •• ---- -- n..ilt :. Pressure Itar•ng (Positive) ... .....:.. . 30.0 PSF Design Pressure Raring (Nq.flv.( .�; - .:,: ar:4i -31.0 PSF s• 19019/1995 13:56 5927447 ENGINEERING Security Aluminum Windows 6: Doors ,ACCEPTANCE Nu.: 95-0330.05 ' - APPROVED EXI'IRE NOTIC1.OF ACCEP 1,t,t\C)...: S1'1C:IFIQCOIDI ION4 7. TL■TS I'LRCORAIEI) PAGE 85 : _.JUf3 1 1.9.95_ : AUG 3 1 1998 S. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test repons 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 Resistance Test, per AAMA 1302.5 -76. along with installation diagram of an aluminum single hung window prepared by Miami Testing Laboratory report No. MTL -16355 dated March 24, 1995 signed and sealed by David G. Ober, P.E. • 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. hlalltlel Perez, P.E. :xaminer Product Control Division' Window Width (in inches) Window Height (in inches) Design Loads -PSF Based on Glass Type & Thickness • '/,." Tempered. ' / „" Annealed '4" Annealed 19'/, ' 17 Ext. ( +) Int. ( -) Ext. ( +) Int. ( -) • Ext. ( +) Int. ( -) 50 454.2 50 376 50 . 329.7 261/2 17 50 316'.7 50 262.3 50 230 37 17 50 221.4 50 183.3 50 160.7 53'4 17 50 151.4 50 125.3. 50 109.9 19'/. 26 50 318 ' • 50 263.3 , .. . 50 . ' 230.9 26'4: . .. °' 26 50 217.1.. 50 • . , 1179 :8 :' :IQ 157.6 37 "_...- 26 ' 50 149.6 50 : • 123.8 ...,.50 • 108:6 26 50 !01.2 50 83.8 • : 50 . 735 : .• 19'1, 38'/, 50 238.7 50 197.7 50 . 1733 I 14,4. 77 1 26!: • 38% 50 157.6 50 130,5 50 37 38'1, 50 106.2 50 87.9 50 53'/, 38'/, 50 70.8 50 58.6 50 51.4 19'4 50'1, 50 202.6 , 50 • ' 167.8 . • "" 50 ' . 147.1 26% ' ' 50'!, 50 " 128.5 50 106.4._. . , 5Q, . .. _933':. 37 : • . ' _.-. 511' / • ... . '50 84.5 50 . :.70...... ..,..50 • : 61A'7.:. ' 53'1, -.- . 50'1, ' :; • ' • 50 55.4 45.9 45 :9 :.. .. 40.2. . 40.2.... , : . 19'4 63 50 185.2 50 153.3 50 134.4 • 26'/, 63 50 111.9 71.5 50 50 92.6 .. 59.2. - 50 T . o 81.2 _5 • 37 - 61 • • S0 53'/, -. - •--- 63 -- - 46 46 38.1 - 38.1- .. 33.4 33.4 19'!, 741/4 SA 179.6 • .. 50 148.7 '50 . 130.4 . 261/2 . 74 Y. 50 102.7 50 85 50 74 :5 3 - -' 741/4 .. . 50 ' • 63.8 50 ' 52.8 46.3 46.3' 53'/. . 741/4 - • 40.3 • 40.3 33.4 33.4 .; . __ 28.7 28.7 . 18/19/1995 13:5G 5927447 ENGINEERING PAGE 06 . Secutn• Aluminum ■Windows & Doors ACCEPTANCE No.: 95- 0130.05 9. COMPARATIVE ANALYSIS: APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS . AUG 3 1 1995 : AUG 3 1 1998 -2d- rZGf.G�.Gl hlakaaJ Perez, P.C. PIGds Examiner Product Control Division 10/.19/1995 13:56 5927447 ENGINEERING security Aluminum Windows & Doors ACCEPTANCE No.: 95 -0330.0S NOTICE OF ACCEPTANCE: SPECIFJC CONDITIONS 10. TYPICAL ELEVATION: • PAGE 07 APPROVED : AUG 3 1 199s EXPIRES • 116 3 7 1998 i l� Ma4ueI Perez, P.E. P Examiner Product Control Division 10/19/1995 13:56 5927447 rite u m W' nws & Doom ENGINEERING PAGE 00 ACCEPTANCE No.: 95.0330 .APPROVED : Allis 3 1 )995 EXP IRES : SIC 3 1 loge • NOTICE OF ACCEPTANCE STANDARD CONDtTtON1 1. Renewal of this Acceptance (approval) shall be considered ceder a renewal application has been filed and.the original submitted documentation. including tat supposing data. engineering documents, are no older than eight (a) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state. and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code dtanges; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct Installation of the product; d1 nt. engineer who originally preparrd. signerl and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials. use. and/or manufacture of the product or process shall automatically be =use for termination of this Acceptance, unless prior wrinen approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for alet, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the minded date may be displayed in advertising Iltaature. If any portion of the Notice of Acceptance is displayed, that it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where ft applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. g. Failure to comply with any section of this Acceptance shall be cruse for termination and retrieval of Acceptance. 9. This Acceptance centrals pages 1, 2, 2(a) through 2(e ) and this lam page 3. Sems 10 11 a 12 1iste d below only anelr to t!�ti �rodutts 10. Unless specifically indicated in the Acceptance (approval). this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 1 1. The spacing of fasteners at windoW sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested. but in no case shall exceed 24" on center. The first fastener shall be located at a maximum era from each corner and mullion or stile. Fastener shall fully penetrate the buck. which shall be the same size as the one tested with Ulf: unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of f:! ^t:mcrs used in testing. 12. Hardware for all w•indo.% a:td J.>ors shall confurnn to Security and Forced Entry Prevention. Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE Marital Pea, P.E. Plans miner> Product Control Division DOOR HEIGHT PANEL WIDTH DESIGN LOAD - PSF EXI. 1!! INI. 30 63.5( 835' 80 37 78.3 78 3 36 69.6 69.6 30 - 69.6 69.6 86' 37 65.2 65.2 36�J 58.0 58.0 5ecu -itv Aluminum Windows & Doors NOTICE OFACCFPTANCF. +9. CO\1PA RAT' VE ANALYSIS: SFCUR ! Y WINDOV S 7 -21 -95 SERIES DORM. OUT - S"'ING INC FATio DOOR coMrA _AnvE ANALYSIS cH._4T P� SED Off' SlTL- 161600F 7 -7 -. 7F_S1 SIZE . 71' .4i' - 2 LEAF ) DIMS 7T-57 LOADS - • 87.0 -87 0 PSF EQUIV. DESIGN LOADS - • S6.0 -330 PSF WATER INFILTRATION TEST . 11.7 PSF 3 H!NGFS I LEAF 3JOIN I LOCK GN ACTIVE L EAF SA6' TEMPERED GLASS - NO MUNTINS L FWD• 000 MOTE .N01I M'ATTR IMFU TWATIOM TLR u R6outn[D uslr 6 <TER I0P 1030 TO 710 PIF •••C -a.— 2 -LEAF 1 - LEAF FREE =RED BY AL - :OR^OF•:TI 21J 1235 S W. 8703 AVEIJL MIAMI. FL 33174 PY.(305) 264-8100 ACCEPTANCE No.: 9� - 111 j APPROVED ENPII2Cs SI'I {CIFIC Ct 1:ND1 IONS 3 n. Loc. JUL 2 .1 1935 : SFP 1 4 1995 : Sf3 1 4 1S96 ■1a1LUCI I'c■ez, I'.L•. flans amine! :1 Product Control Division r = .. r _ J DOOR HEIGHT ( PANEL WIDTH DESIGN LOAD — PSF EXT. INT. ` 30" 83.5 83.5 80" 32' 78.3 78.3 �tn u -� 36" 69.6 69.6 30" 69.6 69.61 96 32" 65.2 65.2 36" 58.0 58.0 r = .. r _ J 1 - - I I - I J l ` / I / I l J \ • / / / �tn u -� I 1 I \i I \\ Security Aluminum Windows & Doors ACCEPTANCE No.: 94 - 1117.01 :r r e APPROVE!) E\P1RES NOTICE OF ACCEPTANCE: SPECIFICSONI)IT1ONS o. 11'ICAL ELEVATION 3 / : Srn 1 1Qg SLR 1 4 1998 3 f.. sw :c:BJn I:3 i : I'crcz, P.L. Plans 4. amincr II Product Control Division SECURITY WINDOWS 7 -21 -95 SERIES DORAL OUT— SWINGING PATIO DOOR COMPARATIVE ANALYSIS CHART BASED ON MIL OF 7 -7 -94 TEST SIZE = 72' x 96' — 2 LEAF (NOMINAL DIMS.) TEST LOADS = +87.0 —87.0 PSF EQUIV. DESIGN LOADS = + 58.0 —58.0 PSF WATER INFILTRATION TEST = 11.7 PSF 3 HINGES / LEAF 3 POINT LOCK ON ACTIVE LEAF 3/16" TEMPERED GLASS — NO MUNTINS 3 FLUSH BOLT 2 —LEAF 3 PT. LOCK —HtNCS -- PREPARED BY AL— FAR000 CORPORATION 1235 S.W. 87th. AVENUE MIAMI, FL 33174 PH.(305) 264 -8100 NOTE: WHERE WATER INFILTRATION T ESI 1S REQUIRED LIM r! EXTERIOR LOAD TO 78.0 PSF 1 —LEAF 3 F1'. LOCK OCK• TEST RESULTS DESIGN LOADS AIR INFILTRATION Q 1.57 PSF ' PA 202.94 (0.37 CFM/Ff 0.27 CFM /FT' MTL -16160 WATER RESISTANCE (PSF) PA 202.94 +11.70 PSF MTL -16160 +78.0 PSF MTL -16160 UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202.94 POSITIVE 30 Seconds +87.0 PSF MTL -16160 +58.0 PSF MTL -16160 UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202-94 NEGATIVE 30 Seconds -87.0 PSF MTL -16160 -58.0 PSF MTL -16160 FORCED -ENTRY RESISTANCE (FER) • PA 202 -94 &SFBC 3603.2(b)(5) SATISFACTORY MTL -16160 - - -- Design Pressure Rating (Positive) +58.0 PSF Design Pressure Rating (Negative) - -58.0 PSF Security• Aluminum Windows & Doors ACCEPTANCE No.: 94- 1117.01 7. TESTS PERFORMED EXPIRES NOTICE OF ACCEPTANCE.: SPECIFIC CONDITIONS S4?r 1 4 1 e c SIP 1 4 1998 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufactuier or his distributors and shall be available for inspections at the irtbsite :.t all time. 6.3 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening in which it is to be installed. 6.4 ,Mule; The installation of this unit will require a hurricane protective system. 8. EVIDENCE SUBMITTED 8.1 Tests: 8:1.1 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 PA 202-94 and SFBC 3603.2(6)(5). along with installation diagram of an aluminum out - swinging patio door with fixed light prepared by Miami Testing Laboratory, Inc. No. M1TL -16160 dated July 7, 1994 signed and sealed by David Gale Ober, P.E. 8.2 Drawings: 8.2.1 Manufacturer's die drawings and sections. 8.2.2 Full scale details of tested unit, Sheets 1 thru 8. 8.3 Calculations: 1 1 Comparative analysis. pages I thru 3, prepared by AI- Farooq Corp. dated 07/21/95, signed are scalcu by Htnna)uuit 1 P.E. Ala t l'ercz, P.E. Plan. .xamincr 11 Product Control Division �r_t :r _ \!,•. -_gent \wind^ " In ^.rc ACCIr' IA\C F,Ka: APPP,u\ ED : .S t,±[r I 7 P 1 1 4 1995 T EXPIRES : - 1- 4-13 g8 ,NOTICF OF ACCFI'TANCESiA NI) %It I) (( t \111 IONS I. Renews, of this Acceptance opium al) shall be consider,.. aria: a rut,., al application has been filed and :he o: sir :.d submitted documentation, including test supponing data, engineering documents, are no older than eight tar \eats. 2. .Any and all approved products shall be pemranent!y labeled with the manufacturer's name. city. state. and the f •!Iowir:g statement: "Dade County Product Control Apprnsed ", or as specifically stated in tae speck.: condition, of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance o nir the code changes: b) The product is no longer the same product (identical) as the one orientally approved: c) If the Acceptance holder has not complied ss ith all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation ;nitnwy submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use. and'or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. END OF 1 IIIS ACCEPTANCE •3- ; ManLU l•crtz, 1' E. Plans Exa-vcr Product Control Division 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. ' 7. A copy of this Acceptance as well as approved drawings and other documents. where it applies, shall be provided to the user by the manufacture or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shali be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2(e) and this last page 3. Items 10.11 & 12 listed below only apply to PJazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 1. The spacing of fasteners at window sills shall be as tested. the spacing of fasteners in all other parts of the frame. shall be as tested, but in no case shall exceed 24' on center. The first fastener shall be located at a maximum of 6' from e ach corner and mul'ion or stile. Fastener shall fully penetrate. the buck. which shall be the same size. as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this arprox al for sizes of fasteners used in testingr 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapfer 36 of the South Flo: ida Building Code. Security Aluminum Windows & Doors Quantity Single row Single row Singl: row Single row Single row Double row 2.4.3 Corner construction: Panel corners are butt joined. top and bottom rails are secured to stiles with a 1/2" diam. x full length steel threaded rod. using a 1 12" wide x 2 3;4" h•ng x 1 4" thn :k aluminum block rod guide held in place %%ith 2 #$ tell screws, two 1/2" nut and a w.: >iter at ea:h end. 2.5 %N'eatherstrippino. • One NOTICE OF ACCEPTANCE: SPECIFIC' CONDITIONS Description Vinyl flap Vinyl bulb ^ilc ..1th integral plastic fin Vinyl bulb Vinyl bulb Pile with integral plastic fin 2.6 Hardware: Quantity Description One . Standard steel throw bolt lock key operated on the exterior and thumb tum on interior, Conventional lockset with lever type operator handle. Three Butt Hinges 4" long, 2 cylinders with .312 dia. x 2 1/2" alum. pin Four Standard flush bolts Manually operated. One Strike plate for latch and bolt 1" x 7 1/2" x .060" thick. Four Standard flush bolts Manually operated. Two Aluminum astragal /gap closure 2.7 \Peepholes; None 2.8 f■7untins: None 2.9 Reinforcement; Ouantity Description One 2" x 1" x 1/8" aluminum angle sill riser (overall interior sill flange = 3 3/8' ACCEPTANCE No.: : I'I'I2(I\ f1) 94- 1117.01 SP 1 1925 EXPIRES : SE' 1 4 129$ ncatior at weatherstrip adapter (astragal) at each lock stile. at frame sill. at aluminum angle sill riser. at frame head. at frame janih. at each panel bottom rail. Location at each active panel lock stile, 39 1/2" from bottom. at each active panel lock stile, near midspan. it each panel jamb stile, one each at 3 1/2" from top and bottom, and one at midspan. at top and bottom of each active and inactive panel lock stile. at inactive leaf, near midspan. al top and bottom of each active and inactive panel lock stile. Concealed in inactive panel and on interior side of active panel. at each active and inactive door stile (full length) Location at bumper threshold, long leg vertical and short leg attached w/ four #8 x 1/2" SMS to high side of ') threshold. Manuel I'erez, P.E. 1'1 Product Control Division Examiner 11 Security Aluminum Windows B Doors ACCEPTANCE No.: 94 -1 t ! 7.01 AI'l'ROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CON . SEP 1 a 1905 S 1 4 1 8 2.10 Sealants & Pads: The following are scaled with Schnee- Morehead 5504 sealant: each lower panel corner on interior, each lower frame corner, each installation screw in frame sill and each jamb and bottom glazing bead at each panel on interior. 3. LIMITATIONS . 3.1 This approval applies to single unit applications only, as shown in Section 10. The follom ing configurations shall also qualify under this approval: X. 3.2 Units with dimensions smaller than those shown in Section 10 shall qualify under this approval. ?.3 Fo: ✓.sig.. ? v .s R-• ;it,g see Sectior. 7 4. INSTALLATION 4.1 Screws and Method of Attachment SILL : Four #12 x 3" Pan Head SMS located at 6" from each corner and each side of midspan. HEAD : Four #12 x 3" Pan Head SMS located at 6" from each corner and each side of midspan. JAMBS : #12 x 3" Pan }lead SMS located 6" from comers and the rest at 19 7/8" o.c. Note: Please see note #11. Pape 3 4.2 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in . compliance with the South Florida Building Code. 4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete anchors instead of the fasteners above, the same amount and diameter and an appropriate length 'lo go through the buck and penet:a'e at least 1 1/4" into the masonry structure. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or. have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies.of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive door, mean roof height, length and width of building. 6.1.3 Manufacturer's installation instructions. M J an4cl Perez, 1'.E. 1'la Examiner 11 Product Control Division ME TRODADE Ira PRODUCT CONTROL NOTICE OF ACCEPTANCE Set. urity Aluminum Windows & Doors 5100 N.W. 72 Avenue Miami, FL 33166 Your application for Product Approval of: Series Dora! 3 Aluminum Ord - Suing Patio Door under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: li ...Serg^n F c!rr IVogre nFArreptancr) This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any anunendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 1117.01 Expires:09 /14/98 A pproved: 09/14/95 SERIES DORAL 3 ALUMINUM OUT SWING -PATIO DOOR BUII..DING CODE COMMITTEE METROPOLITAN DADE COUNTY, FLORIDA METRO .DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 mum) DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375 2906 PRODUCT CONTROL SECTION (305) 375.2902 FAX (305) 372 -6339 Product Control Supervisor THIS IS THI -. COVERS! -IE E'T, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS This appiication for Product Approval has peen reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions se: forth above. Director Building Code Compliancy Dept. Metropolitan Dade Count) r!jpv - Aluminum Windows & Doors ACCEPTANCE No.: 94 - 1117.01 AI'1'RO\ n EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CI)NI)ITIONS C CD 1 A tent- : SEP 1 4 1998 Manuel Perez, P.E. Plans Examiner 11 Product Control Divicion 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum swing_ patio door designed to comply xvith the South Florida Building Cod:. 1994 Edition for Dade County, for the locations where the pressure I.quiicinents, as dcit::mined by ASCE 7 -88 "Minimum Design Loads for Building and Other Structures ", do not exceed the Design I'ressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Desirnatiun; Series Doral3 Aluminum Out - Swinging Patio Door (l ligh Risc) 1.3 Overall Size: 6'- 0" wide by 8'- 0" (96) high x 4" deep. 1.4 Configuration XX 1.S Ni' : (z: ojrands: Two, one active pane!, 34 1/2" by 94 1/2" high; one in- active panel, 35 1/8" by 94 1/2" high. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Door Panel Material: Aluminum alloy 6063 -T6 & 6063 -T5. 2.2 Glazing 2.2.1 Glazing Material; Full light, 3/16" tempered glass. 2.2.2 Glazing. Method; interior glazed using an adhesive bedding compound and an extruded aluminum snap -on glazing bead, with vinyl wedge between bead and glass. 2.2.3 Daylight Opening Size; 27 1/2" wide by 87 1/2" 2.3 Frame Construction; 2.3.1 Head; An atrium frame head, 3/4" face . x 4" deep x .078" wall thickness extruded aluminum channel with a 1/2" x 12" pocket, two screw splines and one door stop fin, is used. 2.3.2 Jamb; A 1 1/2" face x 4" deep x .078" wall thickness extruded aluminum open back tube with one door stop fin is used at the jambs. 2.3.3 Threshold; Bumper threshold is an open back extrusion 4" wide'x 1/2" and 1 1/4" high x .062" wall thickness with a 12" x 1/2" pocket, a groove for a vinyl bulb and two screw splines.. A 2" long aluminum angle is attached, making :he overall interior sill flange 3 3/8" Sigh. 2.3.4 Corner construction; Corners are butt joined, frame sill corners are secured with two #10 x 1" SMS, Frame head corners are secured with four #10 x I" SMS and each fixed light comer is secured with two 5-10 x 1" SMS. 2.4 Panel Construction: 2.4.1 Stiles; Consist of 1 3/4" deep x 3" face x .093" and .062" wall thickness extruded aluminum hollow with two legs at one end designed to receive a glass adaptor and a snap -on glazing bead for glazing. Glazing subframe is fastened around the perimeter to rail and stiles using #6 x 1" SMS. 2.4.2 Rails; A residential top and bottom rail, 13/4" deep x 3" face x .078" wall thickness extruded aluminum hollow with two legs at both ends designed to receive a glazing subframe adaptor and a snap -on glazing bead for glazing. Reinforcement Required Panel span up to: Min. Separation to glass Design Load 1" x 1" x 16 GA. Steel Tube 132" 2 1/4" +40, -40 PSF None 33" 2 3/8" +40, -40 PSF •rlorida Storm Panel. Inc, 1. DESCRIPTION 1.1 3.2.1 3.2.2 2 ACCEPTANCE NO.: 95- 1102.01 APPROVED : JAN 0 4 1996 EXPIRES : JAN 0 4 19 9 9 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves a galvanized steel storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS . 2.1. The storm panels shall be constructed as indicated on approved drawing No. 95 -498, Sheets 1 of 4, using 20 gage (.0365 ") thick galvanized steel, ASTM A446. 2.2 Panels are rolled formed, have a nominal width of 12.50" and a total width of 14.50 ", forming 1.75" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6, "h" header., "u" header, 1.5 x 1.5 x .093" angle, a 1/4" thick 2.00" x 5.00" angle and a 2.00 x 2,3,4, or 5, 16 gage galvanized steel angle. Other components shall be 16 or 20 gage galvanized steel. 2.4 Tested specimen: Dimensions: 52" wide x 67" long overall 52" wide x 96" long overall 52" wide x 101" long overall 52" wide x 132" long overall 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of: 3.1.1 8' -5" or 101" for wall mount, attached to wall using an "h" header at top; a studded angle and wing nut at bottom, and a 1" x 1" x 16 ga. steel tube reinforcement across the whole width located at misdpan; this is for installations less than 30' above grade. 3.1.2 For all other installations refer to "Storm Panel Schedule" on drawing No. 95 -498, Sheet 3 of 4. 3:2 Minimum separation to existing glass to protect shall be: 3.3 Maximum clearance between top of panel and inside of header shall be 1/4" . 3.4 Reinforcement: 3.4.1 Panels greater than 33" in length shall be reinforced at midspan by either a 1" x 1" x 16 gage steel tube or fastened at midspan using 1/4" - 20 x 1" bolts depending on the separation from glass required and mounting conditions as shown on Sheet 1 and 4 of 4 on drawing No. 95 -498. 2ziiz a M l Perez, P. ans Examiner II Product Control Division METRO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Storm Panels /Stainless Metalworks, 14475 N.W. 26th Avenue Opa Locka FL 33054 Your application for Product Approval of: 20 ga. Galvanized Steel Storm Panel under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans; specifications and calculations as submitted by: Applicant, along with Drawing No. 95 -498, Streets 1 thru 4 of 4. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:95- 1102.01 Expires:01 /04/99 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING t3 BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodfiguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 01 /04/96 Director Building Code Compliance Dept. Metropolitan Dade County Florida Storm Panels 14475 N.W. 26 Avenue • Opalocka, FL 33054 zbN990.685 -9000 • AX 685 -7511 FLOOD ACCESSIBILITY SHUTTER PRODUCT APPROVAL AUTH4IIO FOR�! MECHANICAL PLUMBING BUILDING.� fATVENaL_:_w_irm . Building Official Dear Mr. Building Official: REVIEWED We are Dade County Notice of Acceptance Holder for the 20 gauge panels under number 95- 1102.01. This letter authorizesMacias Home Imp. to use our 20 gauge panels approved under number 95- 1102.01 to be used at the following job: JOSE HERNANDEZ 1201 N.E. 98th ST. Sincerely, MIAMI SHORES,FL. Victor V. Cruz Enrique evil President or Vice - President Florida Storm Panels, Inc. 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. Florida Storm Panels. nc, ACCEPTANCE NO.: 95- 1102.01 APPROVED : JAN 0 4 1996 EXPIRES : JAN 0 4 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount The panels are secured to an "h" header or angle at the head and to a 1 1/2" x 1 1/2" x .093" alum. studded angle, using 1/4" - ss studs w /wing nut and washer spaced at 6 1/4" o.c. @ the sill, which are anchored to the wall, using the tension anchors shown on Sections A -A, "Wall Mounts" sheet 2 of 4, of Dwg. No. 95 -498 bearing the Dade County Product Control approval stamp. 4.1.2 Direct Mount The panels are secured directly to the wall at head'and sill using keyhole washer or sidewalk bolts embedded into concrete or masonry and spaced as shown on Section "Direct Mounts ", Sheet 2 and 3 of 4, of Dwg. No. 95 -498, bearing the Dade County Product Control Approval Stamp. 4.1.3 Duildout Mount The panels are secured to a "U" header at the head, which is anchored using 1/4 " -20 x 1/2" machine bolt & nut @ 21" o.c. to the long leg of a 2" x 3 ", 4" or 5" x 1/8" aluminum angle used to provide the buildout, which is anchored to the wall; and at the sill to a 1 1/2" x 1 1/2" x .093 alum. studded angle, using 1/4" - 20 x 3/4" studs w /wing nut and washer spaced at 6 1/4" o.c., which is also anchored using 1/4" - 20 x 1/2" machine bolt & nut @ 21" o.c. to the long leg of a 2" x 3 ", 4" or 5" x 1/8" aluminum angle. The "U" header and angle can be alternatively connected to a standard channel as shown on Section C, Sheet 2 of 4. The build -out angles are anchored to the wall as shown on Section C or H, Sheet 2 and 3 of 4, of Dwg. 95 -498, bearing the Dade County Product Control approval stamp. 4.1.4 Inside Mount The panels are secured inside a top track "U" Ceiling Mount Header at the head, which is anchored to the inside of the concrete lentil opening; and fastened to the 1 1/2" x 1 1/2" x .093 continuous studded aluminum Base Angle at the sill, using 1/4" - 20 machine bolt, wingnut and washer at 6" o.c. which is anchored to a concrete slab or bulkhead as shown on Section B, "Ceiling/Inside Mounts ", Sheet 2.of 4, of Dwg. No. 95-498 bearing the Dade County Product Control approval stamp. 4.1.5 Wall Mount on Wood Framing This installation is•similar to the build -out & wall mount condition but anchored to a wooden substrate using the tension wood anchors as shown in Section "D ", Sheet 2 of 4, of Dwg. No. 95 -498, bearing the Dade County Product Control Approval Stamp. 4.1.6 Any combination of the above, 4.2 Anchorage of the aluminum angles shall be to concrete, masonry and/or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 95 -498, Sheets 1 thru 4 of 4. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptance. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. - 2a - 4110. - -- -k . 'ter - e Man e Perez, P.E.P1 Product Control Division xaminer II • Florida Storm Panels. Inc, -2b - ACCEPTANCE NO.: 95- 1102.01 APPROVED : JAN 0 4 1996 EXPIRES : JAN 0 4 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 5. IDENTIFICATION 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Each opening or, in the case of direct mounted panels with no header and sill, each panel shall have a legible permanent marking instructing owner or tenant to secure panels at lap joints with applicable reinforcing: Fastened at midspan with 1/4" - 20 x 1" bolts or 1" x 1" x 1/16" steel tube, across the whole width of the opening during periods of Hurricane warning. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including. height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 95 -498, Sheet 1 thru 4 of 4, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. Ma r{Lej Perez, P.E. P1a• xaminer 11 Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (132" SPAN) Fastened SATISFACTORY CTC 95 -032 Max. 3.0" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (132" SPAN) POS. Fastened +88.4 PSF CTC 95 -032 +68.0 PSF CTC 95 -032 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (132" SPAN) NEG. Fastened -113.1 PSF CTC 95 -032 • -87.0 PSF CTC 95 -032 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POS. (101" SPAN) Fastened +140.4 PSF CTC 95 -032 +93.6 PSF CTC 95 -032 @ Design. 1.40" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (101" SPAN) Fastened -139.9 PSF CTC 95 -032 -93.3 PSF CTC 95 -032 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (96" SPAN) Fastened 135.2 PSF CTC 95 -032 - 90.1'PSF CTC 95 -032 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (132" SPAN) Fastened -95.0 PSF CTC 95 -032 -63.3 PSF CTC 95 -032 DESIGN PRESSURE RATING For Design Load/Panel Span/Separation from Glass vs. Reinforcement. see Table 1 and 2 on Dwg. No. 95 -198, Sheet 3 .f♦ . - • Florida Storm Panels. Inc, ACCEPTANCE NO.: 95- 1102.01 EXPIRES :,IAN 0 4 19 9 9 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: -2c- RESULTS: APPROVED : JAN 0 4 1996 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of 20 gage storm panels, prepared by Construction Testing Corporation, Report No. CTC -95 -032, dated September 26 thru 29, 1995, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawing: 8.2.1 Drawing No. 95 -498, Florida Storm Panels, Inc., 20 gage Storm Panels, Sheets 1, 2, 3 and 4 of 4, prepared by Knezevich & Associates, dated 09/18/95, signed and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report, dated 5/26/95, for Hot Dipped Galvanized Steel, ASTM A446 by Productor de Acero Laktbal, C.A., with chemical composition and physical properties. 8.3.2 Tensile Test Reports from QC Metallurgical, Inc., Job No. 5IM -2162 dated 09/26/95 for galvanized steel, tested per ASTM E8 -93, signed and sealed by James W. Roese, P.E. 8.4 Calculations: 8.4.1 Storm panel calculations and comparative analysis, Sheet 1 thru 24, Knezevich and Associates, Inc, signed and sealed by V.J. Knezevich, P.E., sated October 2, 19 Perez, P.E. Plan s . aminer [I Product Control Division Florida Storm Panels.. Inc, APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS ACCEPTANCE NO.: 95-1102.01 JAN 0 4 1996 : JAN 0 4 1999 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a)There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b)The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice' of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2(c) and this last page 3. Jtems 10. 11 & 12 listed below only apply to glazed products and door: 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE - 3 - Man e • z, P.E. Plan Product Control Division aminer I1 ANCHOR TYPE ✓ < 72 72 < v ✓ < 156 156 < V ✓ < 230 12.5 12.5 12.5 12.3 1/4'• TAPCUN V/ 1 -1/2' MIN. EMBEDMENT 1 /4'0 RAVL NAIL -IN 1/4'o CALK -IN 1. 1/4 -20 SIDEWALK BOLT C3/4•0 HEAD) V/ .7/B' MIN. EMBEDMENT 1/4'0 TAPCI N W/ 1 -1/2' MIN. EMBEDMENT 1/4'0 HOOD LAG W/ 1 -1/2' MIN. EMBEDMENT 5/1.6'• BRASS VIXID BUSHING & 1/4-20 SIXEVALK BOLT O /4'1 TEAR) V/ I' MIN. EMBEDMENT ANCHOR SCHEDULE FASTENER SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES) LOAD (W ) PSF 156 < V ✓ < 230 72 < V V S 156 156 < v ✓ < 230 72 < ✓ 5 156 156 < V ✓ < 230 156 < V ✓ < 230 72 < ✓ < 156 156 < V ✓ < 230 72 < v ✓ 5 156 156 < V ✓ < 230 ✓ < 72 72 < v ✓ c 156 156 < V ✓ 5.230 ✓ S 72 72< ✓ < 156 2' EDGE DISTANCE SPAN (L) FT. 5' -7' < L L S8' -�' e' -5' <L L S U'-0' 3' EDGE DISTANCE SPAN (L) FT. 5 ' -7' L LS8' -5' 12.5 12.5 1Z." 12.5 6.25 5 5 22.5 12.5 l3 12.5 6.25 ▪ L L S 11'-0' 6.25 6.26. 6.25 6.23 6.23 6.25 6.25 6.25 6.23 6.25 6.23 6.25 ANCHCIZ N3TESs L waLL �BEDN T EDGE DIVOWCE EXCUAK3 2. WHERE LAG SCREWS FASTEN TO MARROW FACE OF STUD F RAMDGa FASTENER SMALL BE LOCATED IN GOITER OF VI= STIED. 3. ATOM SMALL BE DCSTALLED a+ ACCORDANCE WITH WITH MANUFACTURERS RECOI•ENDATIOPC W/ NOL DIBEDIENT DIDICATED ABOVE. a SUITABLE FOR DIRECT !CUNT ! 6-1/4' OR 12-1/2' SPACING ONLY. SPAG1=GS MDT TO EXCEED VALUE SPECIFIED IN NOM SCIEDILE. SCE Nit :towbar*/ nom CLASS SSICOULIC mama »T1m TENSl011 m ma SSE[ AMCIEftp m 3/4-eo mace MILT .1 '1.1104 f It ••/4• OR .1t -1/C ac. .. m WALL MOUNT DETAIL SCALE -= - 3' = Y-0' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA1 SAkJUAR Is BY /1ti1 PRODUCT - CONTROL DIVIS:0N BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO 4'S -116Z_ 01 J s e L. 2 AZ ».M !MEMO MN 95-498 iv. I, L 'F' TRACK =ALE 4 HALF SIZErrL r , MALi SIZE • .46' AB' '..INGNUT O SCALE • HALF SIZE O STORM PANEL s1:Aix . r • r vim UN sari D OM. 113, PM AL WOO. e a O STANDARD CHANNEL scALE SIZE v PLAN =TIDO L 0, TYPICAL ELEVATION Fat INSTALLATIONS < 30' ABOVE GRADE V/ PANELS SPANS S OW, V/ SEPARATION FROM GLASS < 2 - 3/r mtT 2 2 2 -1/4' TUCSON FA21DQ • tM ac. MX NOM SaNEDLLZ Fat ANNT ALZNPTANLL ANCHOR EXISTING STNLCTTIRE: -' TIP MINT. VIEV BOTTOM HOAR. u r:- r'r L mom= CRC PLUM VNV N. NNQIL Nn M.V. GPM GSTI33. GRADE D OVERLAP FASTENERS TV P: C3SM MOTE A O ta GAGE BALv. STEEL CUISINE PO= MIN. TO r • 1• MAR. 0 'h' HEADER =ALE •r •1• -0' C.L O 7 . SOFFIT CHANNEL 1 CLOSURE SCALE • HALF SIZE O SCALE • 3' • 3•�• EXISTING J . s1TRLCnRE. r I li GAGE GALE STEEL. MINN UALDII103 <rERP. TO PANEL �Aw SECTION L 14 TYPICAL ELEVATION FAR AU. INSTALLATIONS SEE TAETLE 2. PAGE 3 tr 4. FQt REQUIRED SEPARATION FROM GLASS. 1/4' NAIL 1 ;I J.1 11! HOIANT PLAN VIEW '+CALE. 1 -t /E • 1• 0 'h' HEADER =ALE • r • I•-o• UO GAGE GALV. STEEL SIDE NO1 f FASTDERS SEE PLAN VIEW i NOTE O wnaN TWIT 12 w 0 g mar ►i ;1 71 , 1.7sr 'U' HEADER SCALE •3• • 1• t • MIN. .083' KEYHOLE WASHER scALE • HALF StZZ STOMA PANEL SDEAILE F7ft MAX. SPAN (VERTICAL OR HOREMNRALJ 15 HORIZONTAL INSTALLATION r :1'x36 GA STEEL TUBE TVA. OPTIONAL) SEE NOTE 8 1. TYPICAL ELEVATION. 1 -3/4' OVDLLAP (1 28 GAGE GAL V. STEEL E CLARE PIECE. I' x 2' MIN. TD 1-3/4' it 7' MAX. 1 S. A. 7. 8 SIDE WNW L 25 6063 -T6 *LLAMA r NNr. 1D 1 -1/2• NTH, 16 GAGE GALV. STEEL CX(STING �TRLCTL C ANGLE SCALE • 3' • I r. r. 4' at 7 ANGLE = KC : r • l'-4P 1 SHEAR FASTENER a 24' O.C. IrE MOOR SCHEDULE FUR ANT ACL7PTARE ANCHOR CL TTY. ANGLE SCALE . r • 1' 1T � ir - •ON@' TYP. STUDDED ANGL SCALE • 3• • 1•-0• 1. THIS SHUTTER SYSTEN IS ISSIOED IN ACLERDMCE WITH THE SOUTH FT ORIDA BUILDING CODE. 1'I+94 COITION. AND THE 1104 SIMARD COUNTY EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIOC SMALL BE PERM= IN ACCORDMCE WITH ASCE 7-N 'MINIMUM DSSION LOADS Fat 'ALBINOS AND OTHER STRUCTURES.' 3. STORM PANELS SMALL NE 28 GUNGE STE . Ct • .071•) @/aBMUG TO ASTM 4446. STRuCTURAL QUALITY. GRADE C. WITH A MIN. Fyr • 46.7 ANSI. GALVANIZED IN IN ACCQDMCC WITH ASTN GNP. ALUMINA EXTRUSIDQ DLL BE ADD U.D.N. 4. PRMUa MARKINGS SNAIL DE MINN 12' OF ONE END OF THE PANEL VIM A NIN OF G E NARKING PER PANEL AND SMALL DE LABELED AS FOLLOWS. FLORIDA STTDRN PANEL. INC. O PA Lome.. rt. DADE COUNTY PRODUCT CONTIKL APPROVED ALL KILTS AND MASIERI SMALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMA Fy • 73 KS!. MATERIAL SPECIFICATIONS ICTm IEDEIN ARE THE MANFACTIRER'S REPRESENTATION OF MATERIALS TO BE USED IN NR1mJCT TESTING. TOP i NOTION DETAILS SHOWN NAT. DE 1NTERCHAT ED AS FIELD CODITIONS D ICTATE. PANELS MAY E BOA TED PICRU lITAL.Y WERE APPLICABLE. PANELS UTILIZING A STEEL TRUE SHALL BE FASTENED AT OVERLAPS AT NIDSPAH 111 A I' • 1' x 16 GAGE STEEL TUBE USING 1 /410: 3-I/L' 10-TS twilit CAST ALIANINW VAS*QED wANDIUTS Lit JAOOUTS. (SE TYPICAL ELEVATION ®). PANELS NOT UTILIZING 1-r m. TUNE SHALL NE FAMED AT AlicaNN W/ 1/4-20 x 1• oars WITH Ott CAST ALUMINUM WAH7ERED WINGMUTS OR JACKMUTS CSEE TYPICAL E3.EVATIDC6 Fiat PANE. SPANS LESS THAN 33' OVERLAP FASTENERS 6 TUBE ARE NOT REW R. TAE DETAIL: AND SPE1;IFICATIaa SHONA HEREIN REPRESENT THE PRImUCTS TESTED FOR THPACT. CYCLIC AND a0IFa4.STATEC AIR PRESSURE IN CONFOSWR.•E WITH DAME COUNTY PROTOCOLS PA 201.282. AND 207 DESIGN BASED ON ETC TEST REPORT No. 11 -072. . 10. A WARNING NOTE SHALL BE PONwENTLT PLACED ON EITHER THE SILL IF THE SHUTTERS OR ON EAW PANEL AMUSING THE NON DATER OR TENANT THAT THE STDRA PANELS VILL PCT am= 7N CANE PROi&CTIOI UNLESS ALL REINFORCING BOLTS AND/OR ENACTS ARE PRODERLT INSTALLED. AMMO AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE on d _ 1: WO PRCOUC• .,HNTROL OIV:S;OtI I BUILDNNG CODE COMPLIANCE OFFICE ACCEPTANCE NO.QS J 1 Oa i • Sal s• ~ o. O $ gn as > g W z 80 Co J Z > g CL ' .J 1 :ua cr > H =sue y n - ^n : t be C1 ^ (Y co J Li J 1 i 4l BE NIL IICPARIITION ally !lam it IC OLAST OR - GLASS SEE ioL SUMMATION PEN GLASS SCIEZIULE ANGLE TO VALE DETAIL O WALL MOUNT SECTION SCALE s 3' • 1'-0' ANGLE TO WALL DETAIL Oa!TMG STRUCTURE CCEE ANOOR SOiRLD TT *. TT■ • BOTTOM DOSTDIG STRUCTURE TENSION FASTEPER TYP. TOP 1. BOTTOM can. WOO rRAN71i 6 1/4' OWL gi f/A■10 *NOOK BOLT a vDOart t 4101/r Dc. PAWL TO ANGLE NAIL 1/4.110 MI1OVSE VOLT t %MONA a 4-W4 ac. PANEL TO ANGLE DETAIL O WALL MOUNT SECTION SCALE • 3' • 1• 1/4' INL SEE IAN. SCPARATZ011 FROM was at Not SMEAR mama (SEE A/Oa SCNCI LE) TT►. TO► ► WTTON CEILING /INSIDE MOUNT SECTION O B SCALE , 3 ' • 1 Y .,O. Z¢ NIL SElAMTOM 112111 GLASS SOEIKLE GLASS OR ' ,M1,1 ,,:• _1,,11,1, • we r.. 1/••• S.S. LAG SCREW "V/ 1 PDETRA:ZOII INTO 2- 114~x4- IfrSS. LAG =Di R.. Ot RA• V/ Pair PornarTOI IM =UR OF =UPS rx 4' x SNP OR Cx- 4•x TUVE w r i t e P.T. HOOD • THIS IETAU NAY PE USED AT TOP OR /1017111 PANCLS. NOTE/ tiSE OF TICS =AIL a LBOTE D TO * se "sr. WALL MOUNT SECTION (BOTTOM) O SCALE •3'• -0' 1/4' INII f RATS aCIOR CLAW OR BLVD • TDai7M rASTDER - USE ROIE=T Naar r V/ ICETIa.t VASIQ QQ Q SCv/1LIC faTS GLEE SOCIILD. TYP. -TOP t MUTTON - SCALE • 3' • 1'-0• wOQD aUSRaNG r `UDC CLOSURE REO'a, MX PLAN V V) - © BUILD -OUT MOUNT-SECTION SCALE ' 3' • I'-0' Da1TDQ STRUCTURE O WALL MOUNT SECTION (DIRECT MOUNT) TDaO)M rAATDO CPS MOOR VOIC LO TT. TOP a WTTOI 'OPTIMAL LJM BaQ.TOIN 1/A40 IMOs[ VOLT 1 V1NO{FT t 12' D.C. TYP. TOP • wrTDM CD ORCD 4.410 MOW VOLT: _ & W OSST t M`.vr cTYP. Tor a wriOI0 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA PRODU CONTROL DIV _ 19 I1. BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.9S -1 l c a. n 1_ V4• INx. 1 . YI V.1 INGTVICN KV AS IQID lv. /DLL ti VJc 95-498 •w..g c Of • R,r V.0 STORM PANEL SCHEDULE ■ I NEGATIVE A ANGLE MOUNT m minim a MIN. SEPARATION FROM GLASS SCHEDULE MAILMAN SEPARATION MINIMUM SEPARATION FOR INSTALLATIONS FOR INSTALLATIONS D1 ACTUAL SHUTTER ( 30' ABOVE GRADE > 30' ABOVE GRADE • LOAM!) SPAN -- O ONO= CFT ) DAR PC BAR NO MAR 5 - •7 2-1 /s 2-318• 1 -118 40.0 8 - 5 2-1/4 ' 2-3/8 1-5/8 11 - 0 N.A. 3 2-12 5 - 7 2-1/4 2-3/8 1 -1/4 50.0 8 • 5 2-1/4 2-3/8 1-3/4 10 - 6 N.A. 3 8-7/8 3 - 7 2-1/4 8-3/8 1 -1/4 608 8 - 5 2-1/4 2-3/8 1 -7/8 10 - 1 N.A. 3 3 5 - 7 2 8•3/8 • 1 - 1/4 70.0 8 - 5 2-1/4 2-3/8 8-1/4 9 - 9 N.A. 3 3 t1t An OR amt GASS 1)2 .000R =rot emits. AL TUX COPTmNL) DX ms sENNAYRN ~ DIRECT _ ar o • CM') ION GLASS SCHEDIJLE SOME ' r - 1' SEE ANCHOR SEE I@l SEPARATION O SOFFIT MOUNT DETAIL SCALE 3' • 1'-0• TENSION PASTtNER =SEE NNCKIR SC COULD Z 114■01 MOW 710LT & VDOasT Nt 4' Q.C. TOISION _r SCAM= 1/4-110 MONDE SOLT & VNOIJT 1 s-N/r OC. 1/4-10 MAC KE MOLT i NT El' MC. CTYP. TOr 1. aQTTOw 1/4' MAIL ALT, BUILD —OUT MOUNT SECTION mice SAVA WOOD ROWS r K �v/t' p IREINO I CTYP. AT Mll TRUfs t TRUSS Nit 14/T • t 1/4' MAX 1 WOOD DECXING WO= JOIST A V Mi O CORNER DETAIL SCAM 1 3' • 1'•0' ALL CORNER DETAIL s_a>E • r > 1 1,440 u szus 1 ts• nl: V/ VDO4tTS CTT 1/4•10 STUD ANGLE ASSEMBLY_ SCALE I 1 -1/N" s 1'-0' OPTIONAL +wmLE LOCATION A 3 L E E 6 SCALE 1 -1/t' ■ 1'-0• Q 1-1R• >< 1 - 112' AL. STUD N G.E 4-41E. 3/4•S RAVL CALK -DI V/ 7/C NIA EARED. IN CDC. t3'OC. 1/4' 1/4-40 STUD V / NR ASSEMBLY MOUNT SCALE ' 1-1/2' APP oY ED AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE DAT 1946 BY �. L /mil PRODUC ONTROL DIVISION BUILDING - CODE COMPUANCE OFFICE ACCEPTANCE NO. C 45 - II6Z .61 WOES IN AD.NCENT PAN= TO RECEIVE TINS MOLT. PLACE IAMEL OM EACH ADJACENT MC AID FASTEN WOO= FItDI TIE 3* STORM PANEL INTERIOR FASTENING DETAIL I4.t0 STUD V/ NIT /4'A RAWL STEEL 14:0 V/ 1' NIA DIM IN COMCRLTE -- ALT. ASSEMBLY MOUNT SCALE -' •1 -1/2' :. 1'-0' GU Z t%1 J • EL jo sit N hJ.. a -& D J L. M e 0 M • 1 0 a V. PIEEVICt At Polo VJ[ armory O.. 95 -498 wart 3 a 4 or 1v. Iui. VX t1t An OR amt GASS 1)2 .000R =rot emits. AL TUX COPTmNL) DX ms sENNAYRN ~ DIRECT _ ar o • CM') ION GLASS SCHEDIJLE SOME ' r - 1' SEE ANCHOR SEE I@l SEPARATION O SOFFIT MOUNT DETAIL SCALE 3' • 1'-0• TENSION PASTtNER =SEE NNCKIR SC COULD Z 114■01 MOW 710LT & VDOasT Nt 4' Q.C. TOISION _r SCAM= 1/4-110 MONDE SOLT & VNOIJT 1 s-N/r OC. 1/4-10 MAC KE MOLT i NT El' MC. CTYP. TOr 1. aQTTOw 1/4' MAIL ALT, BUILD —OUT MOUNT SECTION mice SAVA WOOD ROWS r K �v/t' p IREINO I CTYP. AT Mll TRUfs t TRUSS Nit 14/T • t 1/4' MAX 1 WOOD DECXING WO= JOIST A V Mi O CORNER DETAIL SCAM 1 3' • 1'•0' ALL CORNER DETAIL s_a>E • r > 1 1,440 u szus 1 ts• nl: V/ VDO4tTS CTT 1/4•10 STUD ANGLE ASSEMBLY_ SCALE I 1 -1/N" s 1'-0' OPTIONAL +wmLE LOCATION A 3 L E E 6 SCALE 1 -1/t' ■ 1'-0• Q 1-1R• >< 1 - 112' AL. STUD N G.E 4-41E. 3/4•S RAVL CALK -DI V/ 7/C NIA EARED. IN CDC. t3'OC. 1/4' 1/4-40 STUD V / NR ASSEMBLY MOUNT SCALE ' 1-1/2' APP oY ED AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE DAT 1946 BY �. L /mil PRODUC ONTROL DIVISION BUILDING - CODE COMPUANCE OFFICE ACCEPTANCE NO. C 45 - II6Z .61 WOES IN AD.NCENT PAN= TO RECEIVE TINS MOLT. PLACE IAMEL OM EACH ADJACENT MC AID FASTEN WOO= FItDI TIE 3* STORM PANEL INTERIOR FASTENING DETAIL I4.t0 STUD V/ NIT /4'A RAWL STEEL 14:0 V/ 1' NIA DIM IN COMCRLTE -- ALT. ASSEMBLY MOUNT SCALE -' •1 -1/2' :. 1'-0' GU Z t%1 J • EL jo sit N hJ.. a -& D J L. M e 0 M • 1 0 a V. PIEEVICt At Polo VJ[ armory O.. 95 -498 wart 3 a 4 or 1v. Iui. VX z . Scale: 1"= 100' Notes: 6= Central angle A =Arc length R=Rodius T= Tangent - AlI bearings refer to on assumed meridian. Distances on corner Tots are to intersection of block lines extended. Fence ownership not determined. Bench Mork No Elevation: Location: Elevation refer Vertical Datum. LEGAL DESCRIPTION: Lot 10, Tess East 20 Feet, Block 2, EARLTON SHORES, according to the Plat thereof, as recorded in Plat Book 43, Page 80, of the Public Records of Dade County, Florida. -_EfF ach • PsL.S. • #2932 State -o{ Florjdp,. ►rt LCP� .. B -62 (8.74) N.E. 10th Avenue & 96th Street Miami Shores. Florida to National Geodetic (M.S.L.) LOCATION PLAN TECA Engineering 2844 S.W. 92nd Court Miami, Florida 33165 Phone (305) 226 -8045 This drawing is the property of Elias Farach. P.LS. and shall not be used or reproduced in whole ' ` h �1.E. 12th A V H CERTIFIED TO: Citibank, F.S.B., its successors and /or assigns, Spieler & Associates, P.A., Attorneys Title Insurance Fund, Jose R. Hemandez Jr., and Vivian B. Hemandez, his wife. The Flood Insurance Rate Map, Revised 3/2/94, delineates the herein described land to be situated within ZONE X. I HEREBY CERTIFY that the attached BOUNDARY SURVEY, as recently surveyed under my direction, represents the above described property and is true and correct to the best of my knowledge and belief; also that there are no visible encroachments unless gthet'M e.shown. Location and identification of utilities on and adjacent to the property were not secured os such inforr'riation was not requested. Examination of the abstract of title will have to be made to determine recorded instruments, if any, off.ecting'the property,_ This survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 472.027 of the Florida Statutes and Chapter 61 G 17 -6 of the Florida Administrotive Code. NOT VALID UNLESS.SEALED WITH AN EMBOSSED SURVEYOR'S SEAL Date: 5/28/96 F. B.: # 995 Job # : 16 -148 or in port without permission of Elias Foroch. P.LS. 5' Sidewalk 10.06 Set 3/4" Iron Pipe Pump 5.8' wi Planter 25 70' 1 STORY Concrete 5.56' No. 1201 5' Wooc Fence 19.27' 24.17' 0 0 182'42 N 14 .18 , h Concrete•.Wolk • 27.96' 24.91' 0.1' clear m -o 0 o 0 • 1.1' clear L a v 0 } 0 0. o ? , Chain Link Fence 3' Hig Wingwall S Residence: Chain Link Fence 9.0' 1201 N.E. 98th STREET Miami Shores, Florida 4.0' BOUNDARY SURVEY Scale: 1"= 20' Chain Link Fence 4.6' 21 AsP pave 108.57' Ce nter/in e (N.E. 12th AVENUE) N M 11 rn 30' Found 3/4" Iron Pipe Window Width (in inches) Window Height (in inches) Design Loads -PSF Based on Glass Type & Thickness '/,‘" Tempered. '1 ,," Annealed '/," Annealed 19 17 Ext. ( +) Int. ( -) Ext. ( +) Int. ( -) ' Ext. (4-) Int. ( -) 50 454.2 50 376 50 329.7 26Y: 17 50 316•.7 50 262.3 50 230 37 17 50 221.4 50 183.3 50 160.7 53'/, 17 50 151.4 50 . 125.3 50 109.9 19 26 50 318 • • 50 • 263.3 ,.. 50 . ..... 230.9 26'6,, • °' 26 50 217.1.. 50 179.8 • •50 .. • '157.6 37 _ 26 - 50 149.6 50 . . 123.8 . °° 50 101.b.... • 531,.. 26 50 !01.2 50 83.8 - •50 73.S... • 19'1, 3E'/, • 50 238.7 50 197.7 50 173.3 26'/: 38'1, 50 ) 157.6 50 130.5 + 50 114.4. 37 38'/, 50 106.2 50 87:9 50 77.1 53'/, • 38'1, 50 70.8 50 58.6 50 51.4 19'1, 50'!, 50 202.6 • 50 • 167.8 .... 147.1 264. -• ' 50'!, '' 50 ' 128.5 50 106.4 .. 50_ ... '933'... . • - ...... -- 507; ... - 50 • 84.5 50 .:.70.... ::30 •• 61.4 • S3'!, •- .50'l, ' . ' 50 55.4 45.9 • 459 • ... 40.2 . .40.2.;. 63 50 185.2 50 153.3 50 134.4 • 26 '/' 63 SO 111.9 50 92.6. 50 11.2 37 • .-- 61 - 5'0 71.5 50 59.2. . . 50_. . .. 51.9' 53 - -•• - -- 61 - _...t . 46 461 38.1 38.1 33.4 33.4 19'!. • ...- 7416. ' - - • 50 17916 . 50 148.1• .. '50 130.4 . • 26% . ' 74% 50 102;7 SO + 85 50 74:5 37 .. r-. 74% - ' 50 ' 63.8.... S0 ' 52.8 46.3 463' 53'/. ' _.. 74'/. • ' 40.3 40.3 33.4 33.4 •..: -. 28.7 28.7. • 18/19/1995 13:50 5927447 ENGINEERING PAGE 06 Seeurin• Aluminum Windna•s & noon ACCEPTANCE No.: 05 -01 05 9. COMPARATIVE ANALYSIS: APPROVED EXPIRES NOTICE OF ACCEPTANCI'; SPECIFIC CONDITIONS -2d- ��9 � tarklagJ Perez P.E.I Examiner Product Control Division . AUG 3 i 1995 : AUG 3 1 1998 TEST RESULTS . DESIGN LOADS . "f' I` :i 11. 1I/A1H J 4r 1.57 P5F NOW 1'A 2 (41.37 CF111/1 1') •• 3, CT' .L•PVT' 54'11.1■355 - ..... »•,. UNll ulth1 1ATIC PRESSURE: 1)ESIUN I,U.U►S +30.11 PSF ; . •. .30.0 1'SI SFIIC PA 202 -94 POSITIVE 30 Seconds (3/16 tempered) •' MTL•IA333 ' ' . • 11111,.161!5 UNIFORM STATIC PRESSURE DESIGN LOADS ;: •30.0 PSE ...x; :. .,. - 30.431'5( S C PA 202 -94 NEGATIVE 30 Seconds (1/16• tempered) . ° "M .1634 ......" M'TL 16155 n WATER RESISTANCE (PSF) • .: ; ;•• ; . , . :.i7S PSC'�'►} • 450.0 PSF SF11C 202 -94 PA o. : <; ': ;s .. ; t1[T , ..:. . ~ ' . M11.16355 itNlrow STATIC PRESSURE FULL TEST LOAD AS1111 E330 PA 202.94 POSIITVE 3U Seconds (3/16' tempered) +50 PISS :" ?„ . :! MR .-163!5 ; " '33.3 rm.. 11111016155 UNIFORM S'T'A11C PRESSURE FULL TEST LOAD = 30A PSF,' -33.3 PSF SFRC PA 202 -94 NECATTVE 30 Seconds (3116• t.rnr�ered) ``"` " j M T1.iaiS�:�.• " ' MTL -16355 FORCL'Ia•ENTRY RESISTANCE (FER) . 4 Ld635S::ar. --- AAMA 1302 5.76 . '' `.. _'t`'t` IAOO¢ :. l'rr%•ure 14.1•4e (Pouuvr) : - -:'• ~ •30.0 PS► Deslen Pressow Ranee, (N uestiv.) . _ _ : F......- -MO PSF 18419/1995 13:56 5927447 ENGINEERING PAGE EIS .Y. Security Aluminum Window & Don1'5 , %CCEL'MINCE Nu.: 95-0330.05 • ' A PI'ROVEI) EXPIRES NOTICE OF ACC1::1' IANCI,: CUVll'ION5 7. 1 T. TS I'CRFOR,MEI) . ' 1111G 3 1 149 a 3 1 1998 >e. EVIDENCE SUBMITTED 8.1 Tests: . . • 8.1.1 Test repons on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Tat, per PA 202 -94 4) Forced Entry Resistance Test, per AAMA 1302.5 -76. along with installation diagram of an aluminum single hung window prepared by Miami Testing Laboratory report No. MTL - 16335 dated March 24. 1995 signed and sealed by David G. Ober, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. hla el Perez. P.E. aminer rloduct Control Division' 10/19/1995 13:56 5927447 ENGINEERING Security Aluminum Windows St Doors ACCEPTANCE No.: 95- 0330.05 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.2 Attachments of sub -bucks shall be designed by the Architect of Engineer of Records and must be in ccimrliance with the South Florida Building Code 4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete anchors instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1 '4" into the masonry structure. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018.• Aluminum contacting metals not considered compatible shalt be properly protected. 5 .1DEN'TIFICATIOIQ 5.1 Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.1.3 Manufflieturers installation insnuctioni. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his d and shall be available for intpections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.4 Lex The installation of this unit will require a hurricane protective system. 2b - APPROVED : 476 3 1995 EXPIRES : NE 3 1 1998 PAGE 84 M�CUk Perez, P.E. PIeEzaminer Product Control Division le/19/•1995 13:56 5927447 Security Aluminum Windows & Doors 2.5 Weatherstrinn, i Description Pile with integral plastic fin Pile Vinyl flap NOTICE OF ACCEPTANCE: Quantity Single Double Single 2.6 Hardware: Description Quantity Spring and pulley balances Two Metallic cam lock Two ENGINEERING Location One per frame jamb One 7" from each end of vent top mil, locking into extruded groove in fixed meeting rail. 2.7 weenholes: None; V2" drain notch in each end of sill screen retainer. A V," shim installed under each lower corner of screen to allow water to drain out. 2.8 , %1untinsz One horizontal muntin in vent and fixed light (2 over 2). The muntins are attached to vent jamb rails and frame jambs with tabs. 2.9 Reintorcemeat• None 2.10 na1 Dacnntioe• 2" high overall interior sill flange used. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 Units with dimensions smaller than those shown in Section 10 shall qualify under this approval. 3.3 For Design Pressure Rating see sections 7 and 9 of this approval. 4. INSTALLATION: 4.1 Screw and Mrthod of Attachment SILL : NH) x 1 3 f," PH SMS located 5" from corner and 21 'A" o.c. FADER: #l0 x I ' /." pH SMS located. 5" from corner and 21 W' o.c. IAMBS : 010 x 1 ' /." PH SMS located 5" from corner and 19 W' o.c. rote: Please see note #1 l_ Page) -2a- ACCEPTANCE No.: 95- 0330.05 APPROVED EXPIRES SPECIFIC CONDITIONS Location Fixed meeting rail Vent jamb rails Aluminum applied adapter on the interior of exterior leg of vent bottom rail. PAGE Et3 Ins 3 1 1995 *G31 1998 M Perez, P.E. Examiner Product Control Division 10/19/1995 13:56 5927447 ENGIPEERING Security Aluminum Windows & Doors ACCEPTANCE No.: 95"0330.05 NOTICE OF ACCEPTANCE: SPECI[IC CONDITIONS PAGE 82 APPROVED : 3 1 1995 EXPIRES : . 3 I I00R 1. DESCRIPTION. OF UNIT 1.1 This approves an aluminum single hung window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation Series "2100" Aluminum Single Hung Window 1.3 Overall Size 4' 7" wide by 7' 6" high by 2 1/4" deep (For other approved sizes please see section 9 of this approval) 1.4 Configuration O/X 1.5 No. & Size of Vents: Two vents measuring: 4' 4 1/8" wide x 3' 9 1/8" high 2. MATERIAL CHARACTERISTICS 2.1 Frame and Sash Material• Aluminum alloy 6063 -T6. 2.2 Glazing 2.2.1 GlazinLMaterial;' / tempered, '1 „” anneled and ' /," annealed (See chart in section 9 of this approval) 2.2.3 Dsvheht Otreniny: Two lites per vents with a clear orening of: Bottom Vent, 49 7/8" wide by 20'/ high. Fixed top vents; 51 Si" by 20'4" high. 2.3 Peel Construcljots: 2.3.1 Stiles: Consist of a vent side of unequal legs 'I," nominal exterior face and 1.075" interior face by / deep and .062" wall thickness aluminum extrusion. 2.3.2 Rails: Consist of a vent top 1.637' interior face and 1.262" anchor face by 1.109" deep . and .062" wall thickness aluminum extrusion with one screw spline. Bottom vent 1 '1 interior . face with adapter and 1 7 / 14 " exterior face by " /, deep and .062" wall thickness aluminum extrusion with one screw spline. 2.3.4 Corner Construction: Butt joint, each corner secured with one No. 8 by 1 "sheet metal screw. 2.4 Frame Corner Cpnstnection: 2.4.1 Read: Unequal leg hpjght 1" interior and 1 '/." exterior face by 2 Y." deep and .062" wall thickness aluminum channel s d extrusion with a groove for pile. 2.4.2 Jambs: Unequal leg width 1 '/, "exterior and 1 ' /." interior face by 2 '1," deep and .062 wall thickness extruded aluminum with two screw spline. 2.4.3 Sill: Aluminum extruded 2" nominal interior face and "1 exterior face by 2 '1," deep and .062" wall thickness. 2.4.4 Corner Construction: Butt joints, each corner secured with two No 8 by '/," sheet metal screws. Manb+el Perez. P.E. Examiner Product Control Division i 10/19/.1995 13: 592 744 7 METROOAOE Security Aluminum Windows & Doors 5100 N.V. 72 Avenue Miami, FL 33166 ELECTRICAL iV:e_C;:ANICAL PLUM3ING A ItlUdint73T /9i -1 _ sr UCTU "rte CIT`.' =NG ENGINEERING PRODUCT CONTROL NOTICE OF ACCEPTANCE METROPOLITAN DADE COUNTY. FLORIDA METRO-DACE FLAGLER BUILDING SUKLO1NO COOS COMPLANCE OPP SUITE tiO3 METP.0 DADE FLAMER !WILDING 1 40 WEST FLAGLER STREET MIAMI. FLORIDA 33170i163 (305) 31549ot FAR 1306) 375 asos PAM:0=r CONTROL EECTtoN (305) 3752102 FAX (305) 3724339 HOY 0 8 1996 Your application for Product Approval of: Strias3111 AletasitsatosSingiitifostlaNisdow under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted b Applicant (tor listing ofsubtnitred docunrentotion, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County. Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. 27. roval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from .a jobsite or manufacturers plant for quality contra. testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re-evaluate this product or material should any amrnendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the righ: to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred b 'the manufacturer. Acceptance No.: 95- 0330.05 Expires:08/31..)8 �1��W� Product Control Supervisor THISIi�SVTFiI��COVERSHFET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL ZONING CONDITIONS BUILDING CODE COMMITTEE WLt ppii..ativrf for Product Approval has been reviewed by the Metropolitan Dade Coumy Building 4 pilW and approved by the Building Codc Committee to be used in Dade a 9 yFlorida under the conditions set 'forth above. Director Building Code Compliance. Dept. Metropolitan Dade County • 10 Side Setback d pi cr q. a 12' CIRCULAR DRIVE (Front) 1. Permitted as required or additional spaces 2. Must meet setback (10'sideyard) 3. Cannot impact or cause existing tree removal or damage (must be outside dripline) 4. Paving cannot exceed 50 % of area (frontage) of yard space; 12' max. width 5. Must be approved by P&Z Director PERMIT REQUIREMENTS:• 1.Completed permit application 2. Two copies of complete survey dated within the last 6 months (affidavit required for surveys over 6 months old) 3. Two sketches of the proposed work showing all dimensions(length, width, etc.) 4. Limited paving on the right of way(swale) may be approved depending on location of trees and driveway approaches 5. Materials to be used: concrete, asphalt, or interlocking pavers - 18' Street \ 8'' Single driveway TRIANGLE OF VISIBILITY: All driveway /roadway entrances and exits shall be constructed so that vehicles may enter and exit without posing danger to occupants, pedestrians, or other vehicles. Structures and landscaping shall not obscure vision above 2.5' within the triangle • commencing at the point of intersection of the driveway and sidewalk/right -of -way for a distance of 10' along the driveway and 10' along the right -of way. RESIDENTIAL DRIVEWAY AND PARKING STANDARD February 2001 Sidewalk _ - - 15 12' ALLEY \ 5' Side Setback CIRCULAR DRIVE (swale) 1. Permitted as additional parking to spaces on property (must have 2 existing parking spaces on property) 2. Must meet required setback 5'(swale) 3. Paving cannot exceed 50% of area (frontage) where located; 10' max. width 4. Cannot impact exist. trees under drip Tine (two street trees 12' high required on swale) 5. Must be approved by P&Z Director COVENANT Of CONS1RUCgT1ON WITHIN RICHT OF WAY WHEREAS, I ES E NRiove (MC b hereinafter referred to as the Owner of the (owner) following described property: Legal description /folio #: Lot /0 /ess -the East' 120' Block Sibdivision EMI —from Syo, Tax Folio #: rquests permission to install: SIGNED, SEALEq, EXECUTED AND ACKNOWLEVGE on thi SIGNED, SEALED AND DELIVERED in the presenc4 of: • Shor L , u�e 10050 N.E. SECOND AVE. MIAMI SHORES. FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305)-75f -8972 Asphalt', concrete, brick pavers [) L andsc ping [ ) Other sK within the public road right of way of �� I : N E �g S i (Ecr (address) IN CONSIDERATION of the approval of this permit by the Village, the Owner agrees as follows: 1. To maintain and repair, when necessary, t)e at4we- mentioned item(s) installed within the dedicated right of way. 1 4 it becomes necessary for MiamI Shclres Village or Dade County to make repairs or maintain said items within public right of way includingirestiration of street by reason of the Owner's failure to do so, such expense shall be paid by the Owner or sh4li constitute a lien against the above described property until paid ?. The owneedoes hereby agree to indemnify and hold Miami Shores Village or dade County harmless from any and all liability, which may rise by virtue or pertnitting the installation of these items within the public right of w4y. 3. The Ownor does hereby agree to remove dr relocate their facilities at their own expense, within 60 days notice by the Village to do so. Failure to comply with this notice will result in the Village causing the item(s) to tee removed and a lien being plated op the property and/or assessed against the Owner for all costs incu„ed in the removal and disposal of tF a item(s). 4. The der[;igned further agrees that these Conditions shall be deemed a covenant running with the land and shall in full force and effect and b$ binding on the undersigned, their heirs and assigns, until such time as thii obligation has been canceled by an Affidavit filed in the Public records of Dade County, Florida by the Vi age Manager of Miami Shores V/ill4„e (or his fully authorized representative Jeffrey C. Abbott °Commission # CC739016 • Expires May 3, 2007 BONDEDTHRU OF �� ATLANTIC BONDING pp., INC Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address / a0/ NE 9g Mer Tax Folio Legal Description /-or /D 16S THE 64$ a0' &ocx ? Historically Designated: Yes No Owner/Lessee / Tenant £NR/OuE 4 LvEs 6A-Rc iA Master Permit # '92 gg3 Owner's Address MO/ /ye ?$ 6 7 e'& 41,AMr 5ita EL ,3/38' Phone (S) 757 - OZ? Contracting Co. U . 5 - keti Sock 5 79rms �nK . Qualifier 4/11E knEs &tip L(1L State # Qsd g$ 5 Municipal # Ph (75 7f? n � ce with all applica e laws regulating Signa ,j='of Contractor or it►' - Builder P Jeffrey C. Abbott , �C� �mis f .nunission Expires: po .l C. Abbott Z ,•, L � Commission # CC 739016 ` o Expires May 3, 2002 l'4 or Or A; I ANTIC BONDING CO.. INC. NOTARY BOND 3rD J TOTAL DUE (ifs / 74 // B oil ' Electrical �g Structural Engineer July 14, 2005 City of Miami Shores Department of Building and Zoning Miami Shores, Florida Re: Concrete Column Adequacy Hegedus & Garcia Residence Permit No. EL2005 -195 1201 NE 98 Street Miami Shores, Florida Dear Building Official: Civil and Structural Consulting Engineers Quality and Innovative Engineering Design Please accept this letter as a statement from the Structural Engineer of Record as to the adequacy of the concrete column (C2) of 8x24 reinforced with 6 #5 vertical bars, #3 ties at 9" O.C., tied to existing tie beam and foundation with #5 epoxy grouted dowels, of above referenced project. This column was visually inspected by Luis Ortega, PE, under my direct supervision on July 13, 2005. This document is being prepared as per the request of the City Inspector for clarification of the above described item. Respec Submi Marinos, P.E. rofessional Engineer P.E. No. 51562 14 v-0 1 OF 1 Should you have any questions or need any additional information, please do not hesitate to contact our office at (954) 437 -3111. Thank You. 9050 PINES BLVD, SUITE 190, PEMBROKE PINES, FLORIDA 33024 TEL: 954.437.3111 FAX: 954.437.3137 • Datel 1 4 Type Insp' n C ckrnrl Slab Permit No. V6P0S- 5qL Name &a/do Address 1201 N q g ST Company V 12-OK ■ Phone # Inspection Date Approved Correction Re- Insp'n Fee 2,9 50 % Aft■ ?MIAMI SHORES VILLAGE BUILDING DEPARTMENT as 305- 795 -2204 Building Inspection Request asolo*t,es Poi;a4-)