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RC-09-2042Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 158665 Scheduled Inspection Date: August 03, 2011 Inspector: Bruhn, Norman Owner: CHRISTINA PARALTA, GARY GREEN Job Address: 245 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PISCES GENERAL CONTRACTOR INC Permit Number: RC -12 -09 -2042 Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060133660 Phone: (305)335 -7812 Building Department Comments NEW CONCRETE SLAB FOR BALCONY/ NEW RAILING FOR BALCONY. FRENCH DOOR AND 2 LAMP AT EXTERIOR DOOR Passe y,1;771 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 131384. NOT READY NB �L. August 02, 2011 For Inspections please call: (305)762 -4949 Page 9 of 47 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 159881 Scheduled Inspection Date: August 03, 2011 Inspector: Bruhn, Norman Permit Number: FW -5 -11 -899 Owner: CHRISTINA PARALTA, GARY GREEN Job Address: 245 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA PRESTIGE FENCE INC Permit Type: Fence/Wall Inspection Type: Final Work Classification: Iron/Ornamental Phone Number Parcel Number 1132060133660 Phone: (786)597 -8881 Building Department Comments 42" ALUMINUM RAILING IN DECK Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Cc_ August 02, 2011 For Inspections please call: (305)762-4949 Page 15 of 47 G:3E' 4106(1111/L Miami Shores Village t \ 1 ' �p Building Department d ,-f 1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �j ��`t QA ��, j Tel: (305) 795.2204 Fax: (305) 756.8972 N "0✓ INSPECTIONS PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 '+ MAY 1 1 2011 li".----------- BY : ..................... Permit No. �� G. �itil clq Master Permit No. 11, .' j 2 0 -I - Lf), Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple �Titleholder): CR if®et/4 � Q Phone #: f-t �J lam! Fa Address: 6 + 9,7 5'T City: Aft/ ,¢' /(21/; State: d 4 Zip: 33 i 39 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: Cif?_,-e?t,-,- City: Folio/Parcel #: Miami Shores County: Miami Dade Zip: Is the Building Historically Designated: Yes CONTRACTOR;, Company Name: ri(2,' /:--1.4` �, �' �'`j Ate' Address: City: 11 /. ,411/ State: ') y/ Qualifier Name: / NO Flood Zone: ° 7 fr ,vc-,9 Phone #: 4-Cy7JPf12 Zip: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone #: 4/ 6 Value of Work for this Permit: $ o C,L Square/Linear Footage of Work: 3 Type of Work: DAddition OAlteration. ONew 66DRepair/Replace ODemolition Description of Work: 7 -4, -4 f.,' '' y �f 3� /7 4 ,° 6s' /L/15 / / kS € cok CCItgA, ***************************************Fees** ** ** x **** ***** **** *** ****** ***w* ** * ** * ** 41 ()- ° I Submittal Fee $ Permit Fee $ I00CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ �y Double Fee $ Structural Review $ 1 TOTAL FEE NOW DUE $ 7.• � Bonding Company's Name (if applicable) Bonding Company's Address :Fly) City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address ‘-)City State 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subje attachment. Also, a certified copy of the recorded notice of commencement must be posted a e job site for the first insp ,on which'.ccu ' 7) days after the building permit is issued. In the absence of s h p ed notice, the inspection will of be = oved and a reinspec ion will be charged. S.- 11 iliVW Signa ege■ �! �� Signa ure "mi l► The fo day of who is perso ally known o-me or who h s produc (1 ° i ntification and who did take ap Flu_ NOTA ° 3 PUBLIC: Sign: Print: My Commission Expires: Contractor The foregorg ins ment w ackn , 19 day of -> , 20 , by who ° perso ally known to me or who has produced shdification and who did take an oath. wledg�eed b, orc a thi � y` j NOT Sign: Print: My Commission Expires: i 0- ) Git�vj �0`l," ). � I{�1� *************** cue*********************************** sic* ** ******************** **:k*****�H APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) bpi ********** �t /oning Clerk Lei& 11 (S ra4 L. 1.1 Permit No: i-eyyf Job Name Sdc , 2011 Miami Shores Vivage Building Department Building Critique Sheet ed + - = ( 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 05/23/2011 16:14 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES tI001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * *$ * * * * * * * * * * ** TRANSMISSION OK TX /R% NO 1404 RECIPIENT ADDRESS 97862883947 DESTINATION ID ST. TIME 05/23 16:13 TIME USE 00'56 PAGES SENT 1 RESULT OK Permit No: 11-6f Job Name S , 2011 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1132060133660 Owner's Name: GARY GREEN CHRISTINA PARALTA Job Address: 245 93 Street Miami Shores, FL 33138- Owner's Phone: Total Square Feet: Total Job Valuation: 56 $ 2,000.00 Contractor(s) FLORIDA PRESTIGE FENCE INC Phone Primary Contractor (786)597 -8881 Yes Planning and Zoning Criteria and Comments Approved: Yes Comments: Date Approved: 5/19/2011: Yes MAY 1 7.201 1 •••• • • • • • • • ••• • • •• • • • • • • •• • • • • • • • • •••• • • • ••• • • • • ••• • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • _25' -3" MAY 1 1 411 LET. • .•• .• 3.-0" 55-11" PROPOSED FRONT ELEVATON SCALE: I/4" • 1' Miami Shores Village APPROVED BY DATE ZONING DEPT I?hJ - war BLDG DEPT 00f7i ':170 SUBJECT TO GOMPUANGEWITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS •• GENERAL NOTES: 1. RAIL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE with the 2005 AND 2006 SUPPLEMENTS. DESIGN WIND LOADS FOR RAIUNG SYSTEM HAVE BEEN DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. SAFEGUARD LOADS HAVE BEEN VERIFIED AS PER SECTION 1618.4.6. STRUCTURAL ADEQUACY PER SECTION 1612 OF THE FLORIDA BUILDING CODE. 2. ALL ALUMINUM EXTRUSIONS TO BE 6063 —T6 ALLOY (UNLESS OTHERWISE NOTED). THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING WITH STANDARD TOLERANCES IN ACCORDANCE WITH THE "ALUMINUM STANDARDS AND DATA 2006 EDITION ", ALUMINUM ASSOCIATION INCORPORATED, WASHINGTON D.C. 3. ALL SCREWS TO BE AISI 300 SERIES STAINLESS STEEL WITH 50 ksi MINIMUM YIELD STRENGTH AND 90 KSI TENSILE STRENGTH. 4. POST EMBEDMENT INTO EXISTING CONCRETE SLABS SHALL BE PERFORMED WITH HOLE SIZE AS SHOWN ON THIS DRAWING. INSTALLATION INTO EXISTING PRESTRESSED OR POSTENSIONED SLABS SHALL BE CAREFULLY PERFORMED SO THAT THE EXISTING CABLES ARE NOT DAMAGED. PRESET HOLES ON CONCRETE ARE ALSO ALLOWED AS LONG AS THEY ARE PERFORMED WITH SIZES AS REQUIRED ON THIS DRAWING. 5. ALUMINUM MEMBERS IN CONTACT WITH CONCRETE SHALL BE PROTECTED WITH ALKALI— RESISTANT COATING, SUCH AS HEAVYBODIED BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER ACCORDING TO FLORIDA BUILDING CODE EDITION 2004 SECTION 2003.8.4.4. 6. ALL WELDING TO CONFORM WITH THE AMERICAN WELDING SOCIETY 2004 STRUCTURAL REGULATIONS AND THE AMERICAN WELDING SOCIETY AWS D1.2. USE CERTIFIED WELDERS. USE ER -4043 OR 5356 ELECTRODES. 7. THIS DRAWING IS A GENERIC STRUCTURAL DRAWING AND DOES NOT CONSTITUTE AT ALL A SHOP DRAWING FOR THE DIRECT MANUFACTURING OF THIS RAILING. RAILING CONTRACTOR IS RESPONSIBLE FOR MEETING OR EXCEEDING ALL APPLICABLE RAILING REQUIREMENTS AS PER F.B.C., N.F.P.A. AND ADA MANUALS IN APPLYING THESE GENERIC DRAWINGS TO ACTUAL CONDITIONS PARTICULAR TO THIS PROJECT. 8. IT SHALL BE THE RESPONSIBILITY OF THE PERMIT HOLDER TO VERIFY THAT THE EXISTING SLAB CAN SUSTAIN THE SUPERIMPOSED LOADS. 9. DESIGN VALID FOR INSTALLATION AT BUILDINGS LOCATED WITHIN EXPOSURE "C" WITH MEAN ROOF HEIGHT EQUAL OR LESS THAN 40' -0 ". 10. CONTRACTOR TO VERIFY ALL DIMENSIONS, FLOOR CONDITIONS AT SITE BEFORE PROCEEDING WITH THE WORK AND SHALL NOTIFY THIS ENGINEER SHOULD ANY DISCREPANCIES BE FOUND THAT MIGHT ALTER THE STRUCTURAL DESIGN OF THIS STRUCTURE. 11. THIS ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION SAFETY AT SITE WHICH IS THE CONTRACTOR'S REPONSIBILITY. 12. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.O. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 2004 F.B.C. / MIAMI —DADE COUNTY 2004 F.B.C. / BROWARD COUNTY (HIGH VELOCITY HURRICANE ZONES) /1iDiZNC.\ TQ.LIT TESTING & ENGINEERING COMPANY 8355 7°(303)g71s -13300 . Fai 1 (3058711 15333166 ( e —mafl: ti teoo &aot.com 000 719 WALTER . TI Jr., P. E. FLORIDA 11c. 44167 © 2007 TILTECO INC. ALUMINUM RAIUNG WITH CURVED PICKETS AND W/O INTERMEDIATE RAIL BAN BIN OF MIAMI, INC. 212 NE 212 TERRACE N. MIAMI BEACH, FLORIDA 33179 MIAMI—OADE (304)552-6260 . 8R0 401: (994)767 -0338. FAX: (305)852 -1452 REV. No oeeueenma ate 101.0 DWG # 04-088 4/13/07 2 REV. to OVICEPTP3t4 DATE 3 4 I.A. DRAW14 BY 05/01/07 DATE 07 -113 DRAWING No SHEET 7 OF 2 1 TOP RAIL (Cont.) .093" THK. (6063 –T5 Alum. ALLOY) 1/8" 1 ,._- -` 1 r--7-7—, 7 V /.X ♦ 1 /.II V i I/ X / Y/,.( / Ie ,4 f / 4. /1 ♦y /�♦ ) (/:'1),///4. :i it 1 Y ♦ V' ♦/ i i , .. r , , , ', / ♦ / , 1 Jr7e- � / ,all j / /-7' Ve —,11,– t % I / / W/ / // ; f , , #r ♦ V , / ,' , �/ ♦^ f / / ' ; /'A /, / / //) , / , , >1/8"/ 1/8" V < 1 "x2 "x1 /8" Alum. TUBE INTERMEDIATE RAIL 3/4 °x3/4 "x1/8" Alum. CURVED PICKET 4 5/8" O.C. Max. 2x2 "x1 /8" Alum. (6061–T6 ALLOY) TUBE POST tG 48" O.C. Max. 1.66" 0.D.x10" LONG GALVANIZED EXTRA STRONG STEEL PIPE INSERT EACH POST. 1 "x2 "x1/8" ALUMINUM CHANNEL BOTTOM RAIL W/ 3/4 "x3/4" SLOT ® 4 5/8" O.C. 1 /8 "V < - (1) 1/4 "0x1" TEK SCREW EA. SIDE TO INSERT. 3 1/4° Min. { 4 3 1/2" D/A. SECTION A — A N. T. S EDGE OF EXISTING CONCRETE SLAB W/ f'c= 3 ksi (FIELD VERIFY) 4' -0" Max. BETWEEN POSTS (Typ.) TOP RAIL (Cant.) 1/8" 2°x2 °x1 /8" Alum. (6061 –T6 ALLOY) TUBE POST 48° O.C. Max. GRIND SMOOTH AFTER WELDING 1/8° TYPICAL CORNER DETAIL (PLAN) SCALE : 3/8" = 1" TOP RAIL A 4' 0" Max. (Typ.) 4 5/8` 0.C. (Max.) .3 7/8" CL 1 (Max.) o PICKET st POST r BOTTOM RAIL --if 44 4 • a° a .4 r Ia I I L_J .p A . • p . 44 A a• • J c NON – SHRINK, NON– METALIC ANCHORING CEMENT. F1LL TO LOWEST POINT OF HOLE SHALL DEVELOP A MINIMUM COMPRESSIVE STRETIG17i OF 8000 p.s.i AT 28 DAYS. ANCHORING CEMENT TO BE INSTALLED STRICTLY FOLLOWING THE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS, AND SHALL FILL THE CORE DRILLED HOLE ENTIRELY. c7r2-) TYPICAL ELEVATION SCALE : 1/8" = 1" GRIND SMOOTH AFTER WELDING PICKET POST BOTTOM RAIL (BEHIND) 2004 F.B.C. / MIAMI -OADE COUNTY 2004 F.B.C. / BROWARD COUNTY (HIGH VELOCITY HURRICANE ZONES) II. ECO INC. TILLIT TESTING & ENGINEERING COMPANY 8395 N.W. 81., St .303, VIRGINIA QARD6Is, F1 33166 Phone (305)671 -1830 . Fax 1 (305)571 -7831 e –mop: ti1tecoCaoI.com EB- 0006719 WALTER A. T)WT Jr., P. E. FLORIDA Uo. 44167 e2007 TILTECO INC. ALUMINUM RAILING WITH CURVED PICKETS AND W/O INTERMEDIATE RAIL I.A. DRAWN BY BAN BIN OF MIAMI, INC. 212 NE 212 TERRACE N. MIAMI BEACH. FLORIDA 33179 M1AM1 —DA0S (306)852 -6260 . FROWARD: (954)787 -0336. FAX: (305)652 -1452 05/01/07 DATE RV. NO OSOCIOPTION OLD DWG 1 04-088 2 4/13/01 3 One REV. No 4 IN 11 07 -113 DRAWING No SHEET 2 OF' 2 06/15/2011 16:26 7862160124 BAN BIN OF MIAMI PAGE 01 ALEX SINK STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * s CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. CHEW FINANCIAL OFFICER 08 -15 -2010 EFFECTIVE DATE: PERSON: FEIN: 08/15/2010 EXPIRATION DATE 06114/2012 SZYDLO ISMAEL 281507120 BUSINESS NAME AND ADDRESS: FLORIDA PRESTIGE FENCE INC 18881 NM 2 AVE SUITE B07 MIIAMZ FL 39188 SCOPES OF BUSINESS OR TRADE: 1- RAILINGS 2- rum ERECTION IMFW TANTI Portant le Chapter 140. 118114) F.S., an officer of s carparation who elects **Mani hair tale c Iprer by 111114 a caMnicaze al Meade* eater this maim may net recover benefits er compsasollea Seder eats chapter. Plat III chapter 140.1101I2), F.S., Certifkntu Oi 'Who to be etaal (- -. soply e11y walla the scope of the begun or trade listed u the lodge of elution to be exempt. Parma to Chapter 44GANDSA, F. lidos of *toots§ to be aunt of election to be exempt shell be 'abject *tie utiee )oat to rwacadsa If, et tray time alter me total ad the eatice or tae Issue DI the eamileatq se parses eased 111 tae peke unit /cite ea logger tenets the readrewDats of this satin for Isaamrce of a sortnkale. The depotees shalt rotate a certaicata et any date for falter* of the parson tamed ea the certificate to met the reeeneeata al this meatlae. QUESTIONS'? (850) 413 -160 OWC -Z52 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 PLEASE CUT OUT THE CARO BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS" COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT RE NA FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 08/15/2010 EXPIRATION DATE: 08/14/2012 PERSON ISMAEL SZYDLO FEB* 281507120 BUSINESS NAME AND ADDRESS F(Q110A PRESTIGE FENCE INC 12021 teW 2 An mom 407' snow, 33105 SCOPE OF BUSINESS OR TRADE 1- RA N.5155 2- FENCE ERECTION IMPORTANT 0 Pursuant to Chapter 440.05114), F.S, an officer of o corporation who elects exemption from this chapter by filing a certificate of election I- wafer this Section may not recover benefits or compensation tinier this D chapter. Pursuant to Chapter 440.05112), F.S. CertifIcraes of section to be RH exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. E Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certificates of election to be attempt Shell be Subject to revocation if. at any titre after the filing of the notice or the issuance of the certificate, the person remised on the notice or certificate no longer meets the requirements of this section for immune of s certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meat the requirements of this section. QUESTIONS? 1850) 413 -1609 CUT HERE • Carry bottom portion on the job, keep upper portion for your r000rds. DWC -292 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 06/16/2011 15:52 954 - 963 -8519 NEWMAN INS PAGE 01/01 - coRIi CERTIFICATE OF LIABILITY INSURANCE OP ID ET DATE ( ll®dIDD /TYTT) 06 16 11 TYPE OF INSURANCE ' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS ieMit l itlt•A I G UuuO NU 1 pd. r innim 1 i V GL I uit PIGVM I i V CL 7 Mmcnu, cA TBIlD cot ALTCR TKO GO'YGRAOG AFFORDED DT •ri lC rmt-Muma BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, POLICY NUMBER IMPORTANT: It the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If 1S WAIVED, subject to the terns and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). LIMITS PRODUCER Newman Insurance Agency, Inc . 5700 Stirling Road Hollywood FL 33021- Phone: 954 - 963- 9 62 6 taxi IA141 NAMEI 1 Mri °, Eh . (A//CC. No): ADDRESS: 08/03/10 CCuarOUMEnlba: TLORPRE EACH OCGuRRENC E INSURER(S) AFFORDING COVERAGE NAIL* PREMISr0 (Ea Nocaurrence) INSURED g Q 1i82tdP1W 2 A e 40 ce Inc Miami- Gardens 3 169 INSURER A I Century Surety Company I QJUMS -MADE 1 It j OCCUR INSunenn: $ 5000 INsuRER0l PERSONAL &ADV INJURY $ 1000000 INSURER D I GENERAL AGGREGATE INSURER E : OEM AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGO INSURER F: POLICY I JJEECTT I LOC COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED EY?NE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. UMITS SHOWN MAY HAVE BEEN REDUCED BY PAIO CLAIMS. )NOR iTR TYPE OF INSURANCE ' AVUL:Y,UW INSR WYE POLICY NUMBER Pvuc.-x trr 7 I'UL14YrJu, (MMM/DDIYYYY)) (MINDD/YYYY) LIMITS A GENERAL 'I'TM COMMERCIAL GENERAL LIABILITY CCP654767 • 08/03/10 00/03/11 EACH OCGuRRENC E s 1000000 X PREMISr0 (Ea Nocaurrence) 5 100000 I QJUMS -MADE 1 It j OCCUR MED EXP (My one parson) $ 5000 PERSONAL &ADV INJURY $ 1000000 GENERAL AGGREGATE $ 2000000 OEM AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGO s 1000000 POLICY I JJEECTT I LOC $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS ' COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Perpel MO $ BODILY INJURY (Far mooldent) 0 PROPERTY DAMAGE (Po, i v divnt) s ■ ■ $ $ UMBRELLA UAL' EXCESS LOW OCCUR EACH OCCURRENCE $ CLAIMS-MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ ■ S WORICBRS COMPENSATION AND EMPLOYERS' LIAS1LI V YIN OFFICER/MEMBER BER E (CWDE v� (Mandatory in NH) IVym dmc tbo under E DSCCRIPTION OF OPERATIONS below IA I • i ' TORY LIMITS ER E.L. EACH ACCIDENT $ Et, Di$EASE- EAEMPL• - $ E.L. DISEASE - POLICY LIMIT $ 30 756 f QFSR TION$ / LOCATIONS / VEHICLES Winch ACORD 101, Additional Remarks Schedule, 11 more specs Is required) ER IFICATE HOLDER CANCELLATION Miami Shores Village ACORD 25 (2009/09) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CAROM-LCD BEFORE THE EXPIRATION DATE THEREOP, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED REPRESENTATIVE 19 8.200ii1�&ORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD May 1, 2011 Miami Shores Village Attn: Viviana Cubillos Building Department 10050 NE 2 °d Avenue Miami Shores, FL 33138 -2382 Re: Permit Number: RC -12 -09 -2042 Residential Construction • MAY 0 2 2011 i BY: The following letter is to respectfully request an extension on our permit. We intent to make revisions to the plans and we need additional time to make this changes and submit it. Please grant us the extension for three months. We greatly appreciate your consideration and your time. Best Regards, Gary & Cristina Green Gary & Cristina Green erakvicz Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 JUL 2 6 2010 Tel :.(305) 795.2204 Fax: (305) 756.8972 INSPECTION''S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) , �/ R6 (L/ Phone # 7S/6- 370 — 0,12/40 /;! Permit No. Pc - ! 4.2 Master Permit No. Owner's Address City State PIO /'? O/c— Zip S � Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 215 /f/G ?k3 City Miami Shores Village. County Miami- Dade,_,,,,, „Zip. FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name Contractor's Address City Qualifier Name Z /(.. !7 / 014-lone # /tie /4 57 • L State no &R-rh _ 305-335- 7'2 Zip -L3/ C State Certificate or Registration No. Cc C /`j C.) p6',5 Contact Phone E-mail Architect/Engineer's Name (if applicable) Phone # Certificate of Competency No. Phone # Value of Work For this Permit $ I Square / Linear Footage Of Work: Type of Work: ❑Addition °Alteration Ql�iew. [� Repair eplace 0 Demolition Describe Work: /��- . G'O77c7 e(( S�? h r' S / %/ el g nie - pc •pfr, /%I / r a.: 4 , i > - / t �� r;7 * * * * * * * * * * * ** x * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * *** * ** *** * * * * * * * ** *** * * * *** * * * * ** v * *** ` Submittal Fee $ Permit Fee $ 75....7-2....1 ., CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ . DPBR $ Bond $ Double Fee $ . Violation date: f -. Structural Review. $ 6 f.�. ,1': Total Fee Now Due $ 1 ! I • O See Reverse side --* Bonding Company's Name (if applicable) Bonding Company's Address City. State . Zip • Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as. indicated. I certify that no work or installation has commenced prior to the issuance of 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: 1 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit d. In the absence of such posted notice, the inspection will t be approved and a reinspection fee will be charged. The foregoing instrument was acknowledged before me this day of ! (4 ; 2O , by t?% (i? 60 who is personally known to me or who as produced As identification and who did take an oa NOTARY PUBLIC -STATE OF. FLORIDA NOTARY PUBLIC: : ‘"' °••• Milena Paparoni : Commission # DD685086. ire JUNE 1 ; -2Q11 i r .. ¢ G CO., MC. roil a IN/ in t' , My Commission Expires: Signature. Contractor The foregoing instrument Was acknowledged be ore me thi /s day ofZZ 1 t..,/ , 20 i0 , by pt7 of -UO (�0 f f who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC NOTARY PUBLIC-STATE OF FLORIDA „' iii Tier a Paparoni �r r ••` i -mission / l`D685086 J1,-1, 13,2011. 6•G CO., INC, Print: N /C-e 1./0 My Commission Exp.ireeilh - s sWde9r$ r9r9t1e*3t3e***** *Ye4ix *9r** *rk4r9e*o+r*,'e3e;Fak****k9ei4x•k*dYaFtiY*9e t8tdeok** *** ***** k* iY*:kdrdk:h*v+e:4oF* 9r$*******%****************** APPROVED BY W rj21I8 5fr !Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) 1 Protect Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Permit Permit NO. RC -12 -09 -2042 Permit Type: Residential Construction Work Classification: Addition /Alteration Permit Status: APPROVED Issue Date: 3/26/2010 Expiration: 09/22/2010 Parcel Number Applicant 245 NE 93 Street Miami Shores, FL 33138- 1132060133660 Block: Lot: GARY GREEN CHRISTINA PARA Owner Information Address Phone CeII GARY GREEN CHRISTINA PARALTA 245 NE 93 Street MIAMI SHORES FL 33138 -2826 Contractor(s) Phone PISCES GENERAL CONTRACTOR INC (305)335 -7812 CeII Phone Valuation: Total Sq Feet: $ 8,000.00 130 Approved: Yes Comments: STAFF IS UNABLE TO ADMINISTRATIVELY APPROVE THE PLANS. Date Approved: 3/19/2010 : Yes Date Denied: 12/17/2009 Type of Construction: BALCONI ADDITION ON THE FROI Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Certificate Date: Bond Retum : Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due CCF DBPR Surcharge Education Surcharge Permit Fee - Additions/Alterations Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Radon Surcharge Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $4.80 $0.65 $1.60 $525.00 $60.00 $60.00 $60.00 $0.65 $18.00 $50.00 ($50.00) $6.40 $737.10 Pay Date Invoice # 12/11/2009 04/26/2010 04/26/2010 Pay Type RC -12 -09 -36629 Check #: 2550 Check #: 321 Check #: 206 Amt Paid Amt Due $ 50.00 $ 687.10 $ 15.00 $ 672.10 $ 672.10 $ 0.00 Available Inspections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Declaration of Use F. Termite Letter F. Elevation Certificate In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy April 26, 2010 Date April 26, 2010 1 A D CERTIFICATE OF LIABILITY INSURANCE 12/20 09 PRODUCER (305) 445 -3535 FAX: (866) 415 -0825 Fortun Insurance, Inc . 365 Palermo Ave. Coral Gables FL 33134 -6607 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED LIGHTGATE, INC 1421 SW 107TH AVENUE SUITE 101 MIAMI 1 FL 33174 INSURER A: Granada Insurance Co INSURER B: • Technology Ins Co INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NO1WTHSTAN DING ANY REQUIREMENT, TERM OR CONDn1ON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADM _h I. A - a0 at • . , ...h POLICY NUMBER 0185FL00004127 POLICY EFFECTIVE POLICY EXPIRATION . !_CI I_ n L UA1 UMITS :. �7 .1. !J41 1 t. I 1 10/20/2009 c a . 10/20/2010 EACH OCCURRENCE $ 1, 000 000 GENERAL X LIABILITY COMMERCIAL GENERAL LABILITY PREMISES (•RENTED PREMISES (Ea occurrence) $ 50,000 $ 1,000 CLABMSMADE X OCCUR MEDEXP(Anyoneperson) PERSONAL BADVINJURY $ 1,000,000 $ 2,000 000 AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE PRODUCTS - COMP/OP AGG $ 2,000,000 GE""N�1 � A I POLICY F7 JEC LOC AUTOMOBILE LABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per Pte) . $ (BPO�DILYNJ INJURY $ PROPERTY DAMAGE (Per accident) $ AUTO ONLY - EA ACCIDENT $ GARAGE UABIUTY ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESS / UMBRELLA LIABILITY 7 OCCUR f I CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ $ DEDUCTIBLE RETENTION $ $ $ B WORKERS COMPENSATION AND EMPLOYERS' LABILITY ANY PROPRIETOR/PARTNER /EXECUTIVE a OFFICER/MEMBER EXCLUDED? (Mandatory InNH) SPECIALL PROVISIONS below TNC 3195578 4/23/2009 4/23/2010 I TORY LAIM S j 1 ER E.L. EACH ACCIDENT $ 500, 000 EL DISEASE -EA EMPLOYEE $ 500,000 $ 500, 000 E.L DISEASE -POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT! SPECIAL PROVISIONS • CERTIFICATE HOLDER CANCELLATION CITY OF MIAMI SHORES BUILDING DEPARTMENT 10050 NE 2nd AVE MIAMI SHORES, FL 33138 ACORD 25 (2009101) INS025 (200901) SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAIUURE TO DO SO SHALL IMPOSE NO OBLIGATION OR UABIUTY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORED REPRESENTATIVE �.. Hector Fortfin /IZ ©1988 -2009 ACORD CORPORATION. All rights reserve) The ACORD name and logo are registered marks of ACORD NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. Rco ?-204Z TAX FOLIO r40. STATE OF FLORIDA: COUNTY OF MIAMI -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 description of property and street/address: 2 1111111111111111111111111111 111111111.11111111 CFN 2010R0246424 OR Bk 27248 P9 42531 (1P9) RECORDED 04/14/2010 11:16.08 HARVEY RUVIH, CLERK OF COURT NIAI"li —DARE COUNT Ys FLORIDA LAST PAGE 3 38 2. Description of improvement: 3. Qwner(s) name and address: Interest in property: Name and address of fee simple titleholder. 4. Contractor's n OR 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: To se- ✓� �� P�'e 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's. Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a differ: nt date is peo*fied) f Si • `•' 0 Own r' Print s Name Sworn to and subscribed bef Notary Public Print Notary's Name My commission expires: Prepared by V'0 Ovc e-P0 re me this (3 day of / L_. , 20 LIZ / ,Q Address' ! p 4. 6 '! ? ft L' 123.01 -52 PAGE 4 8/02 NOTARY PUBLIC -STATE OF FLORIDA i+fiCn�ia ['aparoni. ■Commission #DD685086 %, „,,,,,,.,•' Expires: JUNE 13, 2011 BONDED THRU axiom BONDING CO., INC. STATE OF FLORDA, COUNTY OF OADE I HEREBY CERTIFY Mai this Is a of the in office on -. _ . dAv of AD.2& -- hand end Off Seal of F' f end County Courts aC. DEC 1 Wi Conrado Casein P.E. 17957 SW 30th Street Miramar, FL 33029 Tel: 786 395 2534 • • • • •• ••• STRUCTURAL CALCULATIONS' :: Mr. Gary Grane Concrete Terrace •"" 245 NE 93 Street • • Miami Shores, Florida • • • •• • • •• • Nov. 11, 2009 SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS • • • • • •• • •••• • •• • • • ••• .• • •••• • • Conrado Casein -P.E. Florida License No.55248 it Itopy Conrad® Casern PROJECT : Gary Grave PE CLIENT : 245 NE 93 St, Miami Shores, FL JOB NO.: 2840 - DATE : Wind aiairsi` .:t r GuiifdItt ►n ASCE 7_ 11/10/09 PAGE: DESIGN BY : OUcc REVIEW BY : OUcc MWFRS INPUT DATA Exposure category(®. C or D) Importance factor, pg 73, (0.87, 1.0 or 1.15) Basic wind speed Topographic factor (Sec.6.5.72, pg 30 & 47) Building height to eave Building height to ridge Building length Building width Effective area of components V Ka he hr L B A C 1.00 146 1 17.5 20 54 42 14 Category it mph Flat ft ft ft ft ft2 r DESIGN SUMMARY Max horizontal force normal to building length, L, face Max horizontal force normal to building length, 9, face Max total horizontal torsional Toad Max total upward force _ 4 4E .. ANALYSIS Velocity pressure qh = 0.00258 Kh KA Kd V2 I = 41.17 paf 28.42 kips 24.55 kips 198.89 ft -kips 71.33 kips where: velocity 31) • • qh = ocity pressure at mean roof height, h. (Eq. 6-15, page 31 6... • lth = velocity pressure exposure coefficient evaluated at height, h, (Tab. 5-3, Case 1,pg 75) Kd = wind directionality factor. (Tab. 6-4, for building, page 76) h = mean roof height De$IAn pressures for MWFRS p = qh [(G C )-(G CPI )1 where: p = pressure in appropriate zone. (Eq. 6 -18, page 32). G Cp r = product of gust effect factor and external pressure coefficient, see table bel G Cp 1= product of gust effect factor and Internal pressure coefflcient.(Fig. 8-5, En = 0.18 or -0.18 • •••• • • •••• • • •• •• • • • •• • • _ • • 0,80 • • • _ •0.85 • 1.75 ft • • • • c 6D ft, [Satisfactory] • • • • ••• • • • •• • ow.•(�.i.10, page 5b•& 56) End Bui• lding, page 7.91 : • • •• • • • a = width of edge strips, Fig 6-10, note 9, page 56, MAX[ MIN(0.1 B, 0.4h), 0.04B,3] _ • • (IBC Flg.1609.6.2.2, footnote 5) Net Pressures (psf), Baste Load Cases Surface Roof angle 0 = 6.79 Roof angle 0 = 0.00 G CP r Net Pressure with G CP f Net Pressure wilt ( +GC91) (-GC, ) (+GCP I) (reGCP I ) 1 0.42 9.69 24.51 0.40 9.06 23.88 2 -0.69 -35.81 -20.99 -0.69 -35.81 -20.99 3 -0.38 -23.18 -8.36 -0.37 -22.64 -7.82 4 -0.31 -20.04 -5.22 -0.29 -19.35 -4.53 1E 0.63 18.63 33.45 0.61 17.70 32.52 2E -1.07 -51.46 -36.64 -1.07 -51.46 -36.64 3E -0.55 -30.01 -15.19 -0.53 -29.23 -14.41 4E -0.46 -26.14 -11.32 -0.43 -25.11 -10.29 5 -0.45 -25.93 -11.11 -0.45 -25.93 -11.11 6 -0.45 -25.93 -11.11 -0.45 -25.93 -11.11 3E 2 5 REFERENCE CORNER 1111. (P 0 IE WIND DIRECTION 3E 4Ey 3 2E ZONE 2/3 BOUNDARY UR \gtA REFERENCE CORNER -T WIND DIRECTION Transverse Direction Longitudinal Direction Basic Load Cases • •4•.2p ft •••• • • • • • • • Net Pressures (pst1. Torsional Load Cases Surface Roof angle 0 = 6.79 G Cp f Net Pressure with (+GCPI) ( -GCp,) IT 0.42 2.42 6.13 2T -0.69 -8.95 -5.25 3T -0.38 -5.80 -2.09 4T -0.31 -5.01 -1.30 Roof angle 0 = 0.00 Surface Net Pressure with G Cnf (+GCp 1) (-GCp e ) 1T 0.40 2.26 5.97 2T -0.69 -8.95 -5.25 3T -0.37 -5.66 -1.96 4T -0.29 -4.84 -1.13 4T e ", 4 !x11\\1\A24 \13% REFERENCE CORNER IT WIND DIRECTION Transverse Direction Longitudinal Direction Torsional Load Cases Basic Load Cases In Transverse DI Surface Area (ft2) Pressure (k) with ( +GCP i) ( -GCp 1) 1 798 7.74 19.56 2 964 -34.54 -20.25 3 964 - 22.35 -8.06 4 798 -15.99 -4.16 1E 147 2.74 4.92 2E 178 -9.14 -6.51 3E 178 -5.33 -2.70 4E 147 -3.84 -1.66 112 Horiz. 28.42 28.42 -6.51 Vert. -70.86 -37.25 10 psf min. Horiz. 10.80 10.80 sec. 8.1A.1 Vert. -22.68 -22.68 Torsional Load Cases in Transverse DI is Load Cases In Lonc;litudlnal Direction Surface Area (ft) Pressure (k) with (+'G;i) ( -G;1) 1 636 5.76 15.19 2 914 -32.72 -19.18 3 914 -20.68 -7.15 4 636 -12.31 -2.88 1E 151 2.68 4.92 2E 228 -11.75 -8.37 3E 228 -6.68 -3.29 4E 151 -3.80 -1.56 112 Horiz. 24.55 24.55 -6.51 Vert. -71.33 -37.72 to psi rnl. Horiz. 7.88 7.88 Sec.6.1.4.1 Vert. -22.68 -22.68 Surface Area (ft2) Pressure (k) with Torsion (ft -k) (+GCp i) (-GCp l) ( +GCp i) (-GCp ,) 1 326 3.16 7.98 36 91 2 393 -14.09 -8.26 -19 -11 3 393 -9.12 -3.29 12 4 4 326 -6.52 -1.70 74 19 1 E 147 2.74 4.92 62 112 2E 178 -9.14 -6.51 -25 -18 3E 178 -5.33 -2.70 14 7 4E 147 -3.84 -1.66 88 38 1T 473 1.15 2.90 -15 -39 2T 571 -5.11 -3.00 8 5 3T 571 -3.31 -1.19 -5 -2 4T 473 -2.37 -0.62 -32 -8 Total Horiz. Torsional Load, MT 199 199 Design pressures for components and cladding p = 4tt[ (G Cp) - (G Co)] where: p = pressure on component. (Eq. 6-22, pg 33) = 10 psf (Sec. 6.1.4.2). G C9 = extemal pressure coefficient. see table below. (Fig. 6 -11, page 57 -60) Torsional Load Cases In Longitudinal Direction Surface Area (ft2) Pressure (k) with Torsion (ft-k) ( +GCp 1) ( -GCp i) ( +GCp 1) (-GCp 1) 1 243 2.20 5.79 14 36 2 685 -24.54 -14.39 39 23 3 685 -15.51 -5.36 -25 -9 4 243 -4.69 -1.10 29 7 1 E 151 2.68 4.92 45 82 2E 228 -11.75 -8.37 19 13 3E 228 -6.68 -3.29 -1: • • • : i5 4E 151 -3.80 • -1.16 64 26 1T 394 0.89 • • .2..3& -9, • •-24 2T 914 -8.18 •••4.gq -2g •••15 3T 914 -5.17 -1,19 17 6 4T 394 -1.90 • • •-&Z5' -20 • -5 Total Horiz. Torsional Load; RAI. • 1355 • • 436.5 `-< I s ia. Walls • • Roof B =7° • ••• • • • • • 3 �2 3 -_I- • ••t3 1 • •fM 2 • • • ••••Roof • • •t • (Walls reduced 10 %, Fig. 6-11A note 5.) Comp. & Cladding Pressure (Pa') Effective Area (re) Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 GCP - GCP GCP - GCP GCp - GCP GCP - GCn GC - GCP Comp. 14 0.29 -0.99 0.29 -1.70 0.29 -2.55 0.88 -0.97 0.88 -1.21 (Walls reduced 10 %, Fig. 6-11A note 5.) Comp. & Cladding Pressure (Pa') Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative 19.16 -47.97 19.16 -77.30 19.16 - 112.45 43.50 -47.21 43.50 -57.37 eonrado Casem PE Miramar, FL Job Name: Gary Grane Job # 2940 (Miami Dade) Date: Nov 11, 2009 Page 1 of 1 Spread IooFing design Loads INTEVIUK COLUMN-FM-1 Wind Uplift = 34 psf Total LL = 100 psf Total DL = 100 psf 60% of Roof DL = 60 psf Net Uplift = -26 psf S.O.G. Thickness = 4 in Weight = 50 psf Soil Weight = 110 pcf Bearing Capacity = 2.0 ksf Uplift Design Column Grid Size = 9 by 5 ft Tributary Area = 45 ft2 Net Uplift = -117 k Footing: 3 ft. by 3 ft. by 12 in Weight = 1.35 k T.O. Footing = 12 in. below T.O. Finish Floor Backfill Weight = 1.0 k (Using 2:1 soil disrribution) S.O.G. Weight = 0.7 k Total DL Downward = 3.0 k 60% of Total DL = 1.805 k z -1.2 k OK -64.8 % Capacity Gravitiy Design Total Gravity Load = 12.0 k Footing Area = 9 ft2 (Roof DL + Roof LL + Footing) Bearing Pressure = 1.334 ksf s 2 ksf OK 66.7 % Capacity DESIGN SUMMARY For Column Grid 9' by 5' Use: 3' by 3' by 12" Footing 12" Below Finish Floor • • • . • ••• • • • •• • •• • 1 .. • • •• •••1 • • • •••l .... • . • . •••• • •••1 • • •.• •••1 • • • • • •• •• •• • •••I • • . • • • •••• .••a . . • •••• • • • • ...1 •• • • .. . .. • •••• Design Notes: Concrete Weight = 150 pcf MWFRS Pressures Used P aP. 1 Fnntinn 1 Inlift riAsinn •• • • • • • .. ••• . •• • • Conrado Casem PE Miramar, FL Job Name: Gary Grane Job # 2940 (Miami Dade) Date: Nov 11, 2009 Page 1 of 1 Spread Foo ing Pa5lor Loads ;6O 'Ni ► i lMN Wind Uplift = 34 psf Total LL = 100 psf Total DL = 100 psf 60% of Roof DL = 60 psf Net Uplift = -26 psf S.O.G. Thickness = 4 in Weight = 50 psf Soil Weight = 11,E pcf Bearing Capacity = 2.0 ksf Uplift Design Column Grid Size = 5 by 5 ft Tributary Area = 25 ft2 Net Uplift = -0.7 k Footing: 3 ft. by 3 ft. by 12 in Weight = 1.35 k T.O. Footing = 6 in. below T.O. Finish Floor Backfill Weight = 0.2 k (using 2:1 soil distribution) S.O.G. Weight = 0.5 k Total DL Downward = 2.0 k 60% of Total DL = 1.22 k z -0.7 k OK . -53.2 '/a Capacity Gravitiy Design Total Gravity Load = 7.0 k (Roof DL + Roof LL + Footing) Footing Area = 9 ft2 Bearing Pressure = 0.78 ksf 5 2 ksf OK 39.11 '4 Capacit=y DESIGN SUMMARY For Column Grid 5' by 5' Use: 3° by 3' by 12" Footing 6 °° Below Finish Floor • • • • • • •• • • • • • • • • • • • • • • •••• • • • • •••• • • • • • • • • • • •• • •• •• • • • • • • •••• • • • • •••• • • • •• • • •• • • • •. • • Design Notes: Concrete Weight = 150 pcf MWFRS Pressures Used Fnotina lJnlift Desian •� • • • • • • • • • • !Dann 1 Title : Dsgnr: Descriptlon Scope : Job # Date: 7:19AM, 10 NOV 09 Rev: 580003 User K2O 6EN 7 ver5ao 1 -Nov -2006 Concrete Column (c)1ga3 -2006 ENERCALC Engineering Software Rectangular Description Gary Grane. Miami Shores, FL General Information Width . 8.000 in Depth 20.000 in Rebar. 3- # 5 d = 2.500 in 3- # 5 d = 17.500 in Page 1 gg ecwCal xdations Code Ref: ACI 318 - 02,1997 UBC, 2003 IBC, 2003 NFPA 6000 , Pc 3,000.0 psi Total Height 10.000 ft ` .. Fy 60,000.0 psi Unbraced Length 10.000 ft Seismic Zone 1 Eff. Length Factor 1.000 LL & ST Loads Act Together Column is BRACED Loads Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered Toads to ultimate loads within this program is according to ACI 318-02 C.2 Dead Load Live Load Short Term 12.000 k k k Axial Loads Eccentricity in 8.00 x 20.00in Column, Rebar: 345 @ 2.50in, 345 @ 17.50in ACI C -1 ACI C -2 Applied : Pu : Max Factored 16.80 k 12.60 k Allowable : Pn * Phi @ Design Ecc. 267.73 k 267.73 k M- criticat 1.68 k -ft Combined Eccentricity 1.200 in Magnification Factor 1.00 Design Eccentricity 1.200 in Magnified Design Moment 1.68 k -ft Po * .80 411.89 k P : Balanced 177.22 k Ecc : Balanced 10.296 in 1.26 k -ft 1.200 in 1.00 1.200 in 1.26 k -ft 411.89 k 177.22 k 10.296 in Column is OK • • rAC10•65•••• �•• • • 10.8Gk • 26733 k••• • 1.Q8 k -ft, tor? lit •• 1.04 •.• take 1.08 kft •••••• • • • •••• • • •• •• • • • • • 411.89 ••• k• 177.?s2 k,1 10.2+J1 ti„ •• • • • • • •• • • • • • • ••. •• • • •• • • • Slenderness per ACI 318-95 Section 10.12 & 10.13 • Actual k Lu / r 50.000 Neutral Axis Distance Phi Max Limit k/r Beta = M:sustained/M:max Cm EI /1000 Pc : piA2 E I / (k Lu) ^2 alpha: MaxPu / (.75 Pc) Delta Ecc: Ecc Loads + Moments Design Ecc = Ecc* Delta Elastic Modulus ACI E. C-1 22.0200 in 0.6500 34.0000 1.0000 0.6000 3,330.15 2,282.45 0.0098 1.0000 1.200 1.200 3,122.0 ksi ACI Eq. C -2 22.0200 in 0.6500 34.0000 1.0000 0.6000 3,330.15 2,282.45 0.0074 1.0000 1.200 1.200 Beta ACI Eq. C-3 22.0200 in 0.6500 34.0000 1.0000 0.6000 3,330.15 2,282.45 0.0063 1.0000 1.200 in 1.200 in 0.850 ACI Factors (per AC! 318 -02, applied internally to entered Toads) ACI C-1 & C-2 DL 1.400 ACI C-1 & C -2 LL 1.700 ACI C-1 & C -2 ST 1.700 ....seismic = ST* : 1.100 0.750 Add "I "1.4" Factor for Seismic 1.400 0.900 Add "l "0.9" Factor for Seismic 0.900 1.300 ACI C -2 Group Factor ACI C-3 Dead Load Factor ACI C-3 Short Term Factor Tale : Dsgnr: Description : Scope : Job # Date: 7:19AM, 10 NOV 09 `- Rev: 580010 User. KW- 0602977. Ver 5.8.0, 1- Nov -2006 (c)1983 -2006 ENERCALC Engineering Software Steel Column Description Gary Grane, Miami Shores, FL General Information Page 1 gg.ecw:Calculations Code Ref AISC LRFD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 11 Steel Section HSS3.0X0.250 Fy 36.00 ksi X -X Sidesway : Restrained Duration Factor 1.330 Y -Y Sidesway : Restrained Column Height 10.000 ft Elastic Modulus 29,000.00 ksi End Fixity Pin -Pin X -X Unbraced 10.000 ft Kxx 1.000 Live & Short Term Loads Combined Y -Y Unbraced 10.000 ft Kyy 1.000 Loads Axial Load... Dead Load 12.00 k Ecc. for X -X Axis Moments 0.000 in Live Load k Ecc. for Y -Y Axis Moments 0.000 in Short Term Load k Summary Steel Section Capacities ... .85 *Pn : 28.068 k Column Design OK • • 0.9 * Mn -x : • • 4.797:11 --nt' • • • • 0.9 * Mn -y : •' •4.833:•, • ,. • •• • • • • .00• • • • • • •0100 • • Factored Load Combinations .... AISC H1 -1 a & b : (Pu / AphiPn) + B *()IllulphiMn) <= 1.0 (1) 1.4D Pu = • • • If Pu/phiPn > 0.2, A = 1, B = 8/9; If Pu/phiPn < 0.2, A = 2, B = 1 • • •' • • 16.800 k Mu -x = 0.000 k -ft Eq. HJ J is = 0.599: 1.0 Mu -y = 0.000 • • • •••• (2) 1.2D + 1.6L ... • • •1010.•• • • • • Pu = 14.400 k Mu -x = 0.000 k -ft Eq. H1•Ftesults = ; 0,5t4: 1.0 • (3) 1.2D + 1.6L + 0.8W ... Pu = 14.400 k (4) 1.2D +0.5L +1.3W... Pu = 14.400 k Mu -y = 0.000 •••• Mu -x = Mu -y = Mu -x = Mu -y = 0.000 k -ft 0.000 0.000 k -ft 0.000 Eq. H1 Results = 0.513: 1.0 Eq. H1 Results = 0.513:1.0 • • • • Stresses Allowable & Actual Stresses Dead 23 Fa : Allowable 0.00 ksi fa : Actual 0.00 ksi Fb :xx : Allow [F1-6] Fb:xx : AIIow [F1 -7] & [F1-8] fb : xx Actual Fb:yy : AIIow [F1-6] Fb:yy : Allow [F1 -7] & [F1-8] f3: yy Actual 0.00 ksi 0.00 ksi Live 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi DL + LL DL + Short 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi • • Title : Dsgnr: Description : Scope : Job # Date: 7:19AM, 10 NOV 09 Rev: 580010 I User. KW- 0602977, Ver 5.8.0, 1- Nov -2006 (c)1983 -2006 ENERCALC Engineering Software Description Gary Grane, Miami Shores, FL Steel Column Page 2 'F' gg•eowr:Calcutations riection Properties HSS3.0X0.250 Diameter 3.000 in Weight 6.90 #/ft Values for LRFD Design.... Ira 1.950 in4 J 3.900 in4 Iyy 1.950 in4 Cw 2.60 in6 Thickness 0.233 in Sxx 1.300 in3 Zx 1.790 in3 Area 2.03 in2 Syy 1.300 in3 Zy 1.790 in3 Rxx 0.980 in 0.000 Ryy 0.980 in Section Type = HSS -Pipe • • • • • • • • • •• • •• • • • • • • • • • • • • •••• • • • • • •••• • • ••• • • • • • •• •• •• • • • • • • • • • • • • •••• • • • • •••• • • • • • •• • • •• • • • • • MIAMaD1ADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve•the tight to have this product or material tested for quality assurance purposes, If this product or material fails 'td VLIffhtm in the accepted manner, the manufacturer will incur the expense of such testing and the AleLT:may ii mediately revoke, modify, or suspend the use of such product or material within their jurisdiction. W A.reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Diaiaienthat this product or • • material fails to meet the requirements of the applicable building code. • • • • •••• • • This product is approved as described herein, and has been designed to comply with the FlotitilrBuildint Code, including the High Velocity Hurricane Zone. • DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites • • .. • • • • • •• • • APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- limpact':,: rhts lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25 /07higae4 and ssaleAby Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice pt. •' Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ✓ Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07 -0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 • • • • • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing 14o.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • • 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 302 -94 • Along with marked -up drawings and installation diagram of aluminum but %v&ngin$. . French door w/ sidelites, prepared by Fenestration Testing Laboratory, km: Vest Report • • No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rioht11'?E. • • .... • .... • • C. CALCULATIONS .•. • • • • • • • • 1. Anchor verification and comparative analysis dated 06 -21 -07 andrast ievise$•oti 09/25/07, prepared by PGT, signed and sealed by Robert L. Cla* i;E; • . . 2. Glazing complies with ASTMS- 1300 -02 ••••• • . •••• • • .. .. . •. • • D. QUALITY ASSURANCE • • ••• • 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11 /10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 1544G'1 1. c.itc,,,a.. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8' LAMI NOM. (.402') CONSISTING OF (1) UTE OF 1/8' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFUEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8' LAMI NOM. (.402') CONSISTING OF (1) UTE OF 1/8' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. C. 7/16' LAMI NOM. (.485') CONSISTING OF (1) LATE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) UTE OF 3/16' HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.46521 CONSISTING OF (1) UTE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXFKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. CONFIGURATIONS: XX, O XX XO, OX, XX(), Q)0 OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSIAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LATE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR 1P2" GLASS BITE EXT. -1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR ® MAXIMUM INT. - 3/16° HEAT STRENGTHEND GLASS .402 �® 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR 1/2" GLASS BITE EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR • - 311 ran B WcEk11EWDGLA9 � � � ••• ••• ••• ••• • • ••—'I .4651 --A 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 Itwrdes are I 8F FX •rs7AF PX BA FX 2122107 Das 83397 •re 614107 Awibae B A.Irres A Ode etaater t 9 / V A F Y O R . OF °LANA O V H I N L TAX EN AND MASS BITE ADD CAMS VIE Cat TOGA= LIETAILIA ADD GLASS DEC DOC.1EVl! NOTE WS . AADONOTE•. • • • Ha 1070 TECHIPSOtir •• NORM SS WOW • PAWN • NON0169,74 3874 1lw/1j Bto► NOTES AID GLAZING DETAILS NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Approved as complying "Mk the Rod& Binding Cede n0 e7- .. 15. 7D Mont Dade Product Coaled B71114.1 • Lei •ir• • Ala g SIDE LITES, IMPACT FDT01 CH DOOR & a� •.e 1X I 1 s 10 IDosteMe. 11005.1 I B 6✓ k L park, P.E. PE 039712 Shrcimol ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• • • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, )O(, 0, OX, X0, OXO, XXO, 0)0( & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8 °- 853/4" 3° 3712 "I 6° 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 0 WIDTH SINGLE SIDE UTES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.8 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -68.6 +63.1 -83.1 O WIDTH I 36 3/4" SINGLE SIDE UTES WITH GLASS TYPES B, C OR D +75.0 -75.01+75.0 -75.01 +75.0 -75.01+75.0 -75.01+75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY ® APPROVED CONFIGURATIONS: OX, X0, OXO, )(XO, OX( & 0)00 (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT 1S NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68- 793/4" 7°- 833/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 2512" 40 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 2712" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 2912" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 28 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 X3.8 +41.4 -41.4 +39.3 -39.3 28 3312" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 3512" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE 0 WIDTH GLASS TYPES A, B, C OR D 103/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 123/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 i §3.2 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -472 +44.7 381/8" +35.2 -352 +35.2 -35.2 +35.2 -35.2 +35.2 +52.4 -44.7 +42.2. -352 +34.4 • 42.6 . I2. *• • • -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 Na Rand Aft Rw6"ae SAW BA FX vas WNW Faikar ABYSM EaDEBIGNPRFB&WF9 AND aARr13:1N 01 -REP *. VERSON COMM CUSS TYPES •Wx8IES IMP NOTES MO NOTES d'•a Amstar FX •r" SR4107 Roans A REVISE NOT E1,2 ba ADD NOTATIONS TO TAME 1AND2 REIXCEWX SIZE DESIGN PRESSURE AND ADAIST:ALLOPSFOR TAMPA OrmaBA FJC 2/22107 DON -34.0 +34.0 - • • • • • 1m0 RCA six 1629 • NOKOMIS, R 34274 -34.0 NOTES: ®1. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/160 HS) B. 3/8' LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16•145) D. 7/16' LAMI (3/16' HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX OX/XO WIDTH = 731/2' MAX OXO WIDTH =1091 1 /r MAX )0(010)0( WIDTH =107 3/4" MAX OXXO WIDTH =143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. ®5. EXAMPLES OF COMBINED DOOR AND SIDE UTE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / 47.6 PSF ®6 EX. B FROM TABLE 1. 00000 WITH GLASS TYPE A 68" WIDE x 85' HIGH DOUBLE DOOR WITH 3812" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30' WIDE x 87 3/4" HIGH SINGLE DOOR WITH 28' SIDE LITES DESIGN PRESSURE = +43.6 / .43.6 PSF EX. D FROM TABLE 2. 0X00 WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF . FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. • • • • •• • • • ••• • • • • • •• • • • • • • • • Approved as vroespi)i"g with O. Doe id. NOA# Missal Dade p,od•pCw1ro) By DESIGN PRESSURES 4 ALAI. FaNCH DOOR & SIDE UTES, IMPACT Itellabfte FD1O7 IX 2 10 Ics+coia 11005-1 I B ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 731/2'h"— —I ��MAX4 — �� SEE NOTE 3 — MNN(4 -H max SEE NOTE 4 O OR XO 37 1/2" MAX A--, SEE NOTE 4 OXO —SEE NOTE 4 95 3/4" MAX. HT. TYP. A�X XX 36 3/4° MAX 33 5/8" MAX DLO (TYP.) 383/4" 143 3/4' MAX. —SEE NOTE 3 38 314' _I MAX. ��I ' 1 1 E�' o IM \ E / Er X 1 Er O 1 1 lE 1 O E \` XACT� \X , P/ /NACT SEE NOTE 4 OXO —SEE NOTE 4 95 3/4" MAX. HT. TYP. A�X XX 36 3/4° MAX 33 5/8" MAX DLO (TYP.) 383/4" 143 3/4' MAX. —SEE NOTE 3 38 314' _I MAX. ��I SEE NOTE 4 95 3/4" MAX ® MP.) 84 3/8" MAX DLO \, . • .) OXXO G G SEE NOTE 4 4 c •) DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH IC = DOOR WIDTH - 1215/16" DLO WIDTH IOC = DOOR WIDTH/2 -11 5/16' SIDE UTE DLO HEIGHT = HEIGHT -11 3/8° DLO WIDTH = W8)TH -3 1/8 .. ..• • . • • .. NOTES: • • • • 'i- • • • • 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. • • • • 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. • • • ••• • • • • • • • 3. SIDE LITES OVERLAP IC AND IOC DOORS BY 3/4" WHEN ASSEMBLED TO MAKE XO', 'OX', `OXO' I XO','OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE UTE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). Rood, 5. CLEAR OPENING FOR X AND IOC DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) (IOC DOOR 0 DOOR �TH2OO79)• • • ELetATIONS Arad FX Itaa OA FX Arc Rarlavw • •• 1 P.a 8 1679 • Nth R 3W4 P• • 7stbb Beer AAA AnS•r Arc FANO Realm lisiskoe 8 A CORRECT VERTICAL @o AND Po�ASAB ADD DLO FDRIMASFOR DOOR ANDS=LREADD DOp1A OD ( A79VIIYDPAMMXTWI SPEiSYICA=AND 7FNAC1: •�eF FJC DOA 222107 Aer 621107 alla the Late _ OcT_.1? za7 - r4C »a o "'j -d AL UNCH DOOR & SIDE LITES, IMPACT NTS 13 G 10 I �°° f1005.1 I B FrnO1 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • 1 0 MP 5. 1 Er O 1 E \` XACT� \X , P/ /NACT SEE NOTE 4 95 3/4" MAX ® MP.) 84 3/8" MAX DLO \, . • .) OXXO G G SEE NOTE 4 4 c •) DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH IC = DOOR WIDTH - 1215/16" DLO WIDTH IOC = DOOR WIDTH/2 -11 5/16' SIDE UTE DLO HEIGHT = HEIGHT -11 3/8° DLO WIDTH = W8)TH -3 1/8 .. ..• • . • • .. NOTES: • • • • 'i- • • • • 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. • • • • 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. • • • ••• • • • • • • • 3. SIDE LITES OVERLAP IC AND IOC DOORS BY 3/4" WHEN ASSEMBLED TO MAKE XO', 'OX', `OXO' I XO','OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE UTE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). Rood, 5. CLEAR OPENING FOR X AND IOC DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) (IOC DOOR 0 DOOR �TH2OO79)• • • ELetATIONS Arad FX Itaa OA FX Arc Rarlavw • •• 1 P.a 8 1679 • Nth R 3W4 P• • 7stbb Beer AAA AnS•r Arc FANO Realm lisiskoe 8 A CORRECT VERTICAL @o AND Po�ASAB ADD DLO FDRIMASFOR DOOR ANDS=LREADD DOp1A OD ( A79VIIYDPAMMXTWI SPEiSYICA=AND 7FNAC1: •�eF FJC DOA 222107 Aer 621107 alla the Late _ OcT_.1? za7 - r4C »a o "'j -d AL UNCH DOOR & SIDE LITES, IMPACT NTS 13 G 10 I �°° f1005.1 I B FrnO1 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • © 1I!I m EXTERIOR 0 0 MTN MAX. DLO INTERIOR MAX. DOOR HEIGHT 1.489 DOOR SECT. A A VERTICAL EXTERIOR MAX DLO a De It MA LIT HEIC • •• •• • • • • • • • • . • q • t• • INTERIOR E E HT SL VIEW G-G CORNER ASSEMBLY • • •• • • • • •• ••• • •• • •• ••• •. • • • •• SL SECT. B-B DA floodsF Fx Pie Oft DINA fiekiasX NwYbae e AID GNANDEINISMIEEt FJC 81,410, A SHOWDOreaaHOLU WWADSECIIONATOORNEtASSf3MLY annexe FJC 2/1207 ee,adale J.J. B2L07 VERTICAL • • • rmD DI • va •QX rdm• NOKOMItt • • • ••• ••• Approved as complying with tie Florida Battling 2007 DMMiamimmi Dada Proxima cent,ol Bq \Lit4 I. U 4 Mgt* Better APE ELEVATIONS /WM. !WENCH DOOR & SIDE LITES, IMPACT = I,i4d10I��11005 -1 IB ,r Stmatural ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAX DLO MAX x WIDTH IOC SECT. C-C HORIZ. MAX DLO I MAX. ' DLO SL WIDTH-1 'X' SECT. D -D HORIZ. SPACING, SAME AS JAMS ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) MAX DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) •• ••• • • • SEE TABLES LAND ZAID • NOTES ON SHEETS 1 8.2 FOR APPLI(IEBJTY • • RAW* We FA CAL Monte FJC B., _0/1&07 0/14/07 2/21/07 tab: A et NOCIVAILiE THIS SHEET. ADD 'DOOMED INDELI7E 70flECTCMEE6 TOME 80EUTE'TOEE=AF 821/07 •. • • •• FL : • F.atgx 1S7H• NOKpOB, FL 34274 •• • • • SL WIDTH INTERIOR EXTERIOR MAX. • • DLO • • • SL SECT. F -F • ••• HORIZ. (SINGLE SIDE LITE) • • • RI7C14L SECTIONS XIDOM. #AENCH DOOR & SIDE LITES, IMPACT I I s 10 lTbibj Better •"r'� 11005.1 14.13 Approved B PIY with the Florida Date r•p none o Maud 041, Dade Product central 6J l ►4H ?4 /Pei Robert L Cimk, PE PE .39712 Structural •• • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • ITEM DWG # 9438 2 3 4 1010 7070 955 5 8 938 958 7 8 995 9 10 11 12 13 14 15 16 996 952A 11000 1670 11004A 11001A 11002A 11003A 20 21 915D 1010 22 6808 23 24 25 1140 1048 26 27 30 31 930 1118 7070 9100 911E PGT# 60411 60300 67070K 7955X 7938X 7956A 7832X12FPX3 70995 70996 6533016 611000M 671670 611004M 411001A 411002A 411003A 60380 6Q300 66608M 78X112PSATS 71048 41721N DESCRIPTION FRAME HEAD WSTP.,Q -LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE #8-32 X.500 PH. FL MS - S.S. W /SILICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE INJECTION MOWED) ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB ( OUTSWING) WSTP.,Q-LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X0.850, 6081 -T5 #8 X1.500 PH SO AT /S JAMB SCREW COVER CAP STRIKE PLATE INSERT 710X34PFA #10 X.750 PH. FL SMS 67070K BULB WEATHERSTRIP .187 X.300 HIGH 8910 DOOR PANEL TOP & BOTTOM RAIL 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.625 PH. FL SMS 34 913A 60378M TRUSS CLAMP 35 1130 6TRODA 5/16-18 THREADED ROD 36 990 7990NUTA 5/1618 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT 08 X.75 PH. FL TEK 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLTASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P3OGG SILL DUST PLUG (INACTIVE PNL) 44 9838 6883 DOOR PANEL ASTRAGAL 1 ( OUTSWING) 45 ' 984B 8984 DOOR PANEL ASTRAGAL 2 ( OUTSWING) 46 1213 6Q200K WSTP.,Q -LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F #6 X.750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE • •• 51 930 41721 52 931 7FRSPX • DEADBOLT STRIKE PLATE • STRIKE PL INSERT (INACTIVE PANEL) 53 1118 710X34PFA #10 X.750 PHFLSMS •• 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL SMS R.tles •w. FA DAN 978/41 R asa NOCH M nas&EEr. Mad6, FJC 8804 A MONEY f090f?ADOKTAND'WJC0VEPANEL ONLY 1017EN4t. moos nem chew* owe FJL 2I77J07 J.J. 621/07 ITEM DWG # PGTS DESCRIPTION 60 9200 6920D SIDELITE HEADER 61 9210 6921 SIDELITE SILL 62 9168 60381 SIDELITE JAMB #8 83 1155 781PQA x1.000 QUAD PN. SMS 998 7998 HEAD GASKETS (STOCKING 470998) 65 7999 SILL GASKETS (STOCKING #70999) 66 934A 61641M SIDELITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712653K SETTLING BLOCK, 3/32' X 1/4' X 1' W/PSA 71 • 71267K SETTING BLOCK, 1/16' X 1/2' X 1° W/PSA 72 • 4222A 64222 BEAD, 7/16° 73 988 6988 BEAD, 3/8° 92 988 64986 BEAD, INTERIOR 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/8' LAMI -1/8' A, .90 PVB, 3/16' HS 96 GLASS, 3/8' LAMI - 1/8° HS, .90 PVB, 3/16' HS 97 GLASS, 7/16' LAMI - 3/16° A, .90 PVB, 3/16' HS 98 GLASS, 7/18° LAMI - 3/16° HS, .90 PVB, 3/16° HS 102 11006A 141106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 103 OFF -THE SHELF DEAD BOLT LOCK ••• • • • • • ��5r�i • • • • • 4i" 7 • • .125 • • rr�• *TUBE MULL Z ••• •• • • �`r 8083-T5 f 380 13 OUTSWING THRESHOLD CHANNEL COVER 608376 �- 2.750 -.1 M • • • 1 y�� 070 5 ,,'7` • P.O.I¢! iSd7• AOc * FL84274 ... ••• ••• • • Visibly Dean, 1.000 Approved as emptying with the Florida Code Date NOM D pM(iamioDade Product erl a en 1. LLa4 -(°- aCrfi'72ro PARTS;IST M. WENCH DOOR & SIDE LITES, IMPACT ilaaNaa M l /7X I B• 10 I�� 11005 -1 I B "id/ i, P.E. PE 039712 abuwcei ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �1.750�iI�{ of II 4.628 4.000 062- �- L DOOR PANEL TOP & BOTTOM RAIL 6063 -T5 1 4.728 4.100 31 DOOR PANEL SIDE RAIL 6083 -T5 r-1.7501 4.726 4.100 I 1 500.1 3 3.111 I (-.125 1 .050 II 1 FILLER HEAD ADAPTER 6083 -T8 1.272 L_ .750 I-0-- 3.000 1 FRAME HEAD 6063 -T6 1.479 J 3.000 11 OUTSWING THRESHOLD 6063 -T6 TRUSS CLAMP 6063 -T5 4.875 DOOR PANEL INTERIOR ASTRAGAL 8083 -T6 +-.i -.558 .050 .883 318° GLAZING BEAD 8063 -T5 3.100 -�{ 6 5.459 6.085 BO SL HEADER 8063-T6 J 1.479 1 .075 .075 L ODOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 72 7116• GLAZING BEAD 8083-76 5.212 ••• • • • • ••3 .40• • • • • • •• •• ••• •• • • • •• 61 SL SILL 8083 -T8 I8 AnarBF FJC •sid3F FJC Das 0H•07 Dan 8114//! A NO CHANGETOSSffff. nemOF non FJC 26287 J.J. 4x.4044!4 ADD A7O,7a2O1 RBA OL64SMOSE 7OTBf33.31.44 46462 Deft 821/07 •• • 1070 7� �Q ptoGWRI/e 4.5!16 • Nopdtaxt 1J9ca • n. • t-1.480�{ .050 250 WEATHER 37 STRIP CHANNEL 3.000 6063-T5 20 DOOR FRAME, JAMB 6083-T6 -1.578 I .880 .050 3.000 62 SL JAMB 6063 -T6 SL JAMB 66 ADAPTER 6063 -T6 Agu ••• IRON PROFILES HINGE 6083 -T5 0.375 .125 Approved as complying with the Florida Balding Cote Date on-7 1.e, 7eao2 NOA$ A7 -O/ z O Miami Dade ?redid, Bp"17tt6 . 6144614. 14.111. FFRENCH DOOR & SIDE UTES, IMPACT WY WO taw F0101 ara •.c libc 10 Oraevw 11005-1 1167 7 L Clark, PE. PE 0:19712 Shucking • • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • • • • • • • • • • • • • •• •• • • • HEAD �I ZONE "C'' I JAMB ZONE "A JAMB ZONE' A" SILL j ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD HEAD JAMB ZONE "A 1ZONE'D' T ZONE • XX , SILL rZ0 N�ZONE,F" _4ZON� SEE TABLE 7.. SHT. 9 1_ SILL SILL ZONE "D "t ZONE "D"' SEE TABLE 4., SHT. 9 JAMB ZONE "B" HEAD I ZONE "E" I O w z N 0 CO HEAD I ZONTr-1- ZONE" l <XOOR • ♦ OX SILL 1 SILL j ZONE ZONE "D" ZONE "E"y SEE TABLE 6., SHT. 9 SEE TABLE 6., SHT. 9 HEAD 1_ HEAD ZONE °D °�ZONED"F° �Z 1 �ZH"OE�N▪ �ZONED'F" t ZONED'F' _tZ A ▪ 1 JAMB ZONE B" JAMB ZONE "A "-{ , / <XXOOR \♦ I OXX \\ II 3 JAMB ZONE 13" } '/ U SILL EILL ZONE "Tr ZONE "F"—/-ZONE SEE TABLE 7.. SHT. 9 "E° EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES °B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" )X DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5 +5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. �ZE�ZONE "F"tZONE "F"� ZONE -} SEE TABLE 7., SHT. 9 NOTES: VI740ED AS EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT, • • • ••• • • • 71•3/4i1N S X ODOR WITH 10"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.114° ELCO TAPCONS 2114° ELCO SS4 �AItCHIM 1"3•#12 SCREWS 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CO .SBA QYXOANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. • • ••• • • • • • • • HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE UTES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THE , DEFER TO THE AIPROO131A•TE TA§Lf§ OU SHEET 9. Naafi, FA NNW Ifaikar FlatEroc AO CHANGE fl®BIMT. Rertpr FX nolo WNW A CHANGE XVOR'a AIICHORIDNEFAIONVA3O: AODANOKA TYPES TO SOLUTION. tido FJG ex DAN • • • tom R *fop P.COINg WAD FL s2T4 • • • Cul Visibly Betarr ANCHdliAGE, CONFIGURATIONS s11M WENCH DOOR & SIDE UTES, IMPACT Appruvol °1 comp(; mg with the Florida &Mos Colo Des Oar zoo-7 NOM 47-64 Z4 ft) Mann Dada Product Control By ISU+.S t_L.as.�iN�`- F0101 I w.r ee..e e NETS s 10 moms 11005 -1 I aw B #4/ L Gar. PE PE 039712 Structural ••• • • • • • • • • • • • • • •• •• !•• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • C C / / / OXXO \ I \ ♦ II 3 -JAMB 2 C 3 { - JAMB Z \♦ // VV �ZE�ZONE "F"tZONE "F"� ZONE -} SEE TABLE 7., SHT. 9 NOTES: VI740ED AS EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT, • • • ••• • • • 71•3/4i1N S X ODOR WITH 10"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.114° ELCO TAPCONS 2114° ELCO SS4 �AItCHIM 1"3•#12 SCREWS 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CO .SBA QYXOANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. • • ••• • • • • • • • HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE UTES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THE , DEFER TO THE AIPROO131A•TE TA§Lf§ OU SHEET 9. Naafi, FA NNW Ifaikar FlatEroc AO CHANGE fl®BIMT. Rertpr FX nolo WNW A CHANGE XVOR'a AIICHORIDNEFAIONVA3O: AODANOKA TYPES TO SOLUTION. tido FJG ex DAN • • • tom R *fop P.COINg WAD FL s2T4 • • • Cul Visibly Betarr ANCHdliAGE, CONFIGURATIONS s11M WENCH DOOR & SIDE UTES, IMPACT Appruvol °1 comp(; mg with the Florida &Mos Colo Des Oar zoo-7 NOM 47-64 Z4 ft) Mann Dada Product Control By ISU+.S t_L.as.�iN�`- F0101 I w.r ee..e e NETS s 10 moms 11005 -1 I aw B #4/ L Gar. PE PE 039712 Structural ••• • • • • • • • • • • • • • •• •• !•• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • TABLE 3. X DOORS GLASS TYPES A. B. C. D TYPE 8 SUBBTRA'IE 2.3. WOOD 1.2, CONC TABLE 4. XX DOORS (ALSO X DOOR OF XO OX GLASS TYPES A. B. C, 0 ANCHOR TYPE SUBSTRATE 2,3. WOOD 1,2, CONC TABLE 5.0 SIDE LITE GLASS TYPES A. B, C, 0 TYPE 8 S�UB�STRATE 23, WOOD 1,2, CONC TABLE 6. XO & OX GLASS TYPES A, B. C, D ANCHOR & •RA 2,3, WOOD 1,2, CONC DOOR W 7DiS - 25.50 TO 37.50 ZONES WIDTH x HT. xix 25.50 x 79.75 5 2 83.75 5 2 87.75 5 2 9t75 5 2 95.7 8 2 27.50 x79.75 5 2 2" x 7 7 7 7 4 4 4 4 4 7 83.76 5 2 87.75 5 2 91.75 8 2 7 7 7 95.75 8 2 29.50 x 79.75 5 2 8 83.75 5 2 87.75 8 2 91.75 6 2 8 4 4 4 4 4 4 4 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 DOOR WIDTHS LOAD ZONES we- 47.76 W TO 71.76 priD- r X21` 1;lit 164 HT. a mum x 47.75 x 79.75 4 3 8 4 2 3 83.75 5 4 7 4 2 3 87.75 5 4 7 4 2 3 9175 4 7 4 2 3 95.75, 5 4 7 4 2 3 WIDTHS LOAD ZONES - 10.76 TO 38.75 WIDTH x HT. 6 8 4 8 95.75 8 2 31.50 x 79.75 5 2 83.75 6 2 87.75 8 2 91.75 6 2 95.75 7 2 33.50 x79.75" 6 3 83.75 6 3 8 8 8 4 4 4 4 8 8 10 8 4 4 4 4 2 6 2 5 2 3 2 3 2 5 2 5 2 5 2 3 2 5 2 5 2 5 2 5i 3 3 51.75 x 79.75 5 4 7 4 2 3 83.75 5 4 7 4 2 3 87.76 6 7 4 2 3 91.75 6 4 7 4 2 3 85.76, 6 4 7 4 3 5 55.75 x 79.75 5 4 7 4 2 3 83.75 5 4 7 4 2 3 87.75 5 4 7 4 2 3 91.75 6 4 7 4 3 5 95.756 4 8 4 3 5 59.75 x79.75 5 5 8 4 2 3 83.75 5 5 8 4 2 3 87.76 6 5 8 4 3 6 91.756 5 8 4 3 5 95.75 6 5 8 4 3 5 8 87.75 6 91.75 7 95.76 7 35.50 x 79.75 6 83.75 6 87.75 6 91.75 7 95.75 7 37.50 x 79.75 8 83.75 8 3 3 3 3 3 3 3 3 3 3 8 10 10 8 8 8 10 10 4 4 4 4 4 4 4 4 4 8 4 87.75 7 3 91.75 7 3 85.75 7 3 limo* Dm R.adeft tear FX mar Rea08y arc Fs 1114137 8 10 10 10 4 4 4 3 3 3 3 3 3 3 3 3 3 3 3 3 3 5 5 5 5 5 5 5 5 5 5 5 5 5 63.75 x 79.75 5 5 8 4 2 3 83.75 6 5 8 4 3 5 87.756 5 8 4 3 5 91.75 6 5 8 4 3 5 95.75 7 6 10 4 3 5 67.75 x 79.75 6 5 8 4 3 6 83.75 6 5 8 4 3 5 87.75 6 5 8 4 3 5 91.757 8 10 4 3 5 95.75 7 8 10 4 3 5 71.75 x 79.75 6 5 8 4 3 5 83.75 6 5 9 4 87.75 6 5 9 4 3 3 5 91.76 7 6 10 4 3 5 95.75 7 6 10 4 3 6 10.75 x 79.75 4 83.76 4 87.75 4 9t75 4 95.75 4 1275 x 79.76 4 83.76 4 87.76 4 91.76 4 95.75 4 19.00 x79.76 4 83.75 4 87.75 4 91.76 4 95.75 4 21.75 x 79.76 4 83.75 4 87.75 4 91.75 5 95.75 5 27.76 x 79.76 5 83.75 5 87.75 5 91.75 6 95.75`5 38.13 x79.75 6 83.75 6 87.75 7 91.75 J • 95.751 7 36.75 x79.75 9 83.76• § 87.75 7 91.75 7 moo: B ~Awe A Noommenti8HEE7: MOWS° WE WAKE 70 HOE4. 73% CHANGE 7ABEA. HEAD V70 Tr AND axLQLYR! iamica ADD 171F7T WINXIR7PF88 •eeeR FJC 711ZD7 a.manx J.J. 6/11/07 8' 0 1 0 0 1 4 1 1 4 1 1 4 1 1 4 1 1 4 1 DOOR W011 %C' - 26. TO 37. TABLE 7.0_XO,XXO O)0 & OXXO GLASS TYPES A, S. C. D ANCHOR 8U881RATYPEE 2.3, WOOD 1.2. CONC LOAD ZONES 10.75 x 79.7. 4 83.7 : 4 87.7. 4 91.7= 4 95.7 4 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 12.75 x79.7 4 83.7. 4 87.7. 4 91.7" 4 95.7 " 4 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 19.00x79.74 83.7. 4 87.7 " 4 91.7 4 95.7 4 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 ' 4 2 2 4 2 2 4 2 2 4 2 3 4 3 3 4 3 3 4 3 Ire •34 3 III •a 3 ••1 •3 48 & 3 4 3 3 4 3 95.7= 7 7DTa • FL L 3 4 • r • 21.75 x 79.7 •. 4 83.7. 4 87.76 4 91.76 5 95.7 5 27.76 x 79.7. 6 83.7= 5 87.7. 6 91.7. 6 95.7. 6 38.13 x 79.75 83.7 87.75 • 93.7 • • _F 7 38.76•x 78R8. • • • ty.7 87.7 91.7 95.7 WE P.d!BQxls10 NOKOMIS. R 3t7F4 Il • Boor 6 6 7 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 5 5 4 6 O oti s �e 3 C 8 K s d 1 F to V Z 6 5 4 O en m 4 • CHOP 433 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 b DOOR WIDTHS °X - 25.50 TO 37.50 LOAD ZONES °X?( - 47.75 TO 71.75 (D SIDE L11E won x HT. o 0 10.75 x 79.75 4 2 83.75\ 4 2 87.75 4 2 91.75 4 2 95.75, 4 2 12.75 x 79.75 4 2 83.7b�, 87.76 4 2 91.75 4 2 95.75 4 2 19.00 x79.75 4 3 83.75 87.76 4 3 91.76 4 3 95.7 5 3 21.76 x79.75 4 3 83.75 4 3 87.75 4 3 91.75 5 3 95.75 5 3 27.75 x79.75 5 3 83.75 5 3 87.75 5 3 81.75 6 3 95.76 6 3 36.13 x 78.75 6 4 83.76 6 4 87.75 7 5 91.76 7 5 95.75 7 5 38.75 x 79.75 6 4 83.7 6 4 87.75 7 5 91.75 7 5 95.75 7 6 a 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 42 4,2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 OUAN7ITY LOAD ZONE TABLES ALCM. !WENCH DOOR & SIDE UTES, IMPACT a.sruae F0101 E. in O 0 42 4 2 4 2 4 2 42 4 2 4 2 4 2 4 2 4422 4 2 4 2 42 4 2 4 2 4 2 4 2 4 2 4 2 4 2' a 4 2 4 INA 8 ▪ • + 10 lawsuit. 11005 -1 APPROVED ANCHOR TYPES: 1.114' ELCO TAPCONS 2.114° ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Abeedksi ec7 a mpb'!nx with the Florida Dee GAT 1?1 de NOAI__a_z-n/ 24_6Q DM od Dade Product Control •r 1Stol 1. i4.qu... Are B ••• 8 • • • ••• • • • • • • • • • • • • • ••• • • • • 8 • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCK, NOTE 2 1 3/8° MIN. 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1/4' MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 13/ 1/4* MAX SHIM MIN. . WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 Ext 1X WOOD SUCK, NOTE 2 1 318' TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1/4" MAX SHIM 3/4 MIN. E.D. MINIIII111111/1//1p)1111.: _6 . . IiIJl J.• 3/4" MIN. E.D. 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 1/4" MAX. SHIM 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 3/8" MIN. 114" MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR JAMB (WOOD) A• 1 3W MIN. CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, E 1.5 KSI MIN. CMU OR 2X WOOD XT. NOTE 1 3.4 KSI MIN. CONC. BUCK, NOTE 2 SIDE LITE JAMB (WOOD) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 f BLNI 2 DOOR (WOOD) NOTE 3 114' MAX. 1 3/8° TYPE 1 1 3/4" TYPE 2 mIN. I 3A KSI MIN. CONC. t 1 314* DOOR SILL (CONC) 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4 MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 11/4" TYPE 1 OR 2 (CMU) 1/4" MAX. SHIM 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1 3/4° MIN. E.D. 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/4" MIN. ED. 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (CONC) CONC. ANCHOR, NOTE 1 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 34 KSI MIN. 1/4” MAX SHIM 3/8" TYPE 1 1"1 314" TYPE 2 CONC. • ,,•-'...,1";;1 . , 13/4" MIN. E.D. SIDE UTE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 13/8" MIN. (TYPE 1) OR 114" SS4 CRETE-FLEX EMBEDDED 13/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDEli ?Sr ItINCIIPS-1). • • • • • 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIMAL 16 ILINIf ISUNSNAILEIBDIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATt OFbOt BICIt 11 411GINLIELIED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). •• ••• •• • • • •• 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD. 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • • • ••• ••• ••• Approval as compt. iait with the Florida Bataan Cale Bide c-r Zap PFDAIr_gAZir 14111(acci Proi aileslEr FJC Rawl Ito FJC ask Oft tertMer ars WNW F.iC Dew 2/221/71 NO CHANGE Th73 SHEET 8PE6 TYPE .$2 ON =WC. CETAILS. OPEC. TIM 2 413 ON 1/1000 *Ems IMAM:NCR TYPES ID NOTE 1. Dix 32//07 • • • • • • • 107116132.10LeGY VW& NOWA 43415 FS.Fqx NOKOMIS. FL $4274 • • • lidiT,ANCHQRAGE DETAILS TUMVRENCH DOOR & SIDE LI7ES, IMPACT Visibly liktter FD11/1 17h-s1-70 a 10 Osstalla in= 11005•1 I B • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • -;o .Miami Shores Village Foi_nwm L Buildin g Department e artment DEC 1.2009 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y: Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FB C 2001 Permit No.r. ' d Master Permit No. Permit Typ :BUILDING ' OOFING Owner's Name (Fee ' r . e itleholder) Cj4/21 G1129-e--W Phone # - - - -_ Owner's Address .q1-15 N E . R3 S7' City Mi/441 $ koixeS State 'FL zip 33i3 Tenant/Lessee Name Phone # Email Job Address (where the work is being done) gy S Ai e , 6/3 City Miami Shores Village County Miami -Dade Zip 33 /3 f3 FOLIO / PARCEL # Is Building Historically Designated YES NO %< Flood Zone Contractor's Company Name P& eyig-Plaiti4C Plione # 3 ° 3.3 ,7e 7 2 Contractor's Address ::33,A 9 Air= /6 'ti s - City / / /Izi i t-1160-41 fL State Zip 3'3 Qualifier Name %?thfiZTO Phone # 5CCS S--7 8' / Z / '� 4-2-0) State Certificate or Registration No. C67 C, I S & �4 Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 7/2 Square / Linear Footage Of Work: 13e 9f1 Fr Type of Work: ❑Addition Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: N-F1A OV14L4 F 14h .Fo z bz llr j" ! mow Z2LI 149 Tr..51 ('l ) ?IPAw / Doblz. (2) bi p. gr s w i'bpp poc g * * * * * * * * * * * * * * *y ** * * * * * * * * * * * * * ** * ** Fees * * * * * * * * * *, ** * * * * ** * * * * ** * * * * ** * * * * * * * * * ** ** y� n Submittal Fee $ Notary $ Scanning $1.K00 Permit Fee $ CCF $ 410 0 CO /CC $ i Training/Education Fee $ 1 Technology Fee $ ( •4O Ts!� Radon $ (>05 '.". DPBR $ 0'6;5 '" Bond $ Double Fee $ _ Violation date: Structural Review. $ i7O. Dcy 44 a is -i• (Pd " . //D "Total Fee Now Due $ CQ`�c .0 ✓ ✓ V l'itiek,,c, / ;7 4 3? -7e,‘7 See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose proper '. sub' o alto ment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the fir: insp on which oc rs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspect' a reinspection fee will be charged.. /I Mirk Signs wk rl�l t wner or Age The foregoing instrument was acknowledged before me this POV day of 15 , 20,0, by ep`ogi %779-9÷, who is personally known to me or who has produced 'F ! P As identification and who did take an oath. NOTARY PUBLIC: Sign: � dot Print:. r 3/ 9 My Commission Expires: * * * * * * * ** APPROVED BY NOTARY PUBLIC -STATE OF FLORIDA -'r;'�'" Milena Paparoni -5, = Commission #DD685086 / Expires: JUNE 13, 2011 n6-4- 3Iy3 (Revised 07 /10 /07)(Revised 06/10/2009) Contractor The foregoing instrument was acknowledged before me this day of IS , 20 `I, by r who is personally known to me or-who has produced F t 0 as identification and who did take an oath. NOTARY PUBLIC: ' lans Examiner J) Engineer Sign: Print: t ` A,Kr My Commission Exp Tres: NOTARY PUPLIC- `'TATS OF FLORIDA ''" MliL,a Paptyzoni day , Commission #1; :; :385086 Expires: ` ` 13 2011 * * * * * ** PlkidditrM9l3P$I CO, INC. Zoning Clerk checked Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0 9- 2 O ¢ 2 Job Name GGZ4 (jL' Date//, lq - rkiy,/ STRUCTURAL CRITIQUE SHEET a Secid to. vas Vl5. art-at 2/5 -2. Gaon °1 f r •e & (E 1-h,-t, 2 d rtvrrr Pl44-. a^,aa-el ffi Se c . 2 tat a't oF' Now L Bre a /1141- ar re c /Ate e `' 0-2 a � re ve e d, Car goige u.s Above. You G� r7' f fm)- a , .a crk ea' kW' tbdo C en f be�,1 Sec. 1/s J 146 betel shvim b ate vet ®; e d 48 1)-1r Q`ar,eier4 (2.4-1' 1+41, 54814- 13e grrl 8-I an Plant. and ,fpec2iCi1. Siavw hog„ ex,e534. WF eelakts h rG .. work/ PR a °nil• riteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -12 -09 -2042 . rrre' Tyrte:. ide al,Cs nsti ilan rl Cla sr it%r , dditio,. ion Issue Date: Not Issued Expires: Folio Number:1132060133660 Owner's Name: GARY GREEN CHRISTINA PARALTA Job Address: 245 93 Street Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 130 Total Job Valuation: $ 8,000.00 Contractor(s) PISCES GENERAL CONTRACTOR INC Phone (305)335 -7812 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 3/19/2010: Yes Comments: STAFF IS UNABLE TO ADMINISTRATIVELY APPROVE THE PLANS. ALTERATION OF THE FRONT FACADE OF RESIDENCES REQUIRES APPROVAL OF THE PLANNING BOARD. 3/19/10 APPROVED BY BOARD 2/25/10 SEE THE PLANNING DIRECTOR TO DISCUSS APPLYING TO THE BOARD. SEE OUR WEBPAGE FOR INFORMATION ON APPLICATIONS, MEETING DATES AND APPLICATION DEADLINES. rd Zorlin Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0900 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -12 -09 -2042 Resiide itla i too ct on �tion:A4:1ditioniAl teration Expires: Not issued Folio Number:1132060133660 Owner's Name: GARY GREEN CHRISTINA PARALTA Job Address: 245 93 Street Miami Shores, FL 33138- Owner's Phone: Total Square Feet: Total Job Valuation: 130 $ 8,000.00 Contractor(s) PISCES GENERAL CONTRACTOR INC Phone Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: No Date Denied: 12/17/2009 Comments: STAFF IS UNABLE TO ADMINISTRATIVELY APPROVE THE PLANS. ALTERATION OF THE FRONT FACADE OF RESIDENCES REQUIRES APPROVAL OF THE PLANNING BOARD. SEE THE PLANNING DIRECTOR TO DISCUSS APPLYING TO THE BOARD. SEE OUR WEBPAGE FOR INFORMATION ON APPLICATIONS, MEETING DATES AND APPLICATION DEADLINES. M ia i Shores Viiiage 131.01ding Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: Q M 4042 DATE: Zer_2111,M2a___ k Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to e brought back to Miami Shores Village Building De artment to continue permitting pr s Acknowledg PERMIT CLERK INITIAL: 61t RESUBMITTED DATE: PERMIT CLERK INITIAL: As to 4) plate/14 -Pygni rextecued r6'tcvn aj PRi 19/01/2010 ,fl, ;. file ,� � :AIL,. �,, 01' i,', 6 .. :44i6; • - 1,11■` , It lit; - . ■ , --- -- ..--- (' / 1,► ,.. - ,....: ,, . : iiii....:-.1., Tik,.. 1/ / r w....., I , r / i 4 110110. :. '`.1St,`` A . ,'I '4 / 1, Ai , ��. Permit No: 09-0261/..1, Job Name: l�t 7-02 2009 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 40<ke(e. £L/L/ ' T " Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. " Za 4 L Job Name 6/ZAIW Date it/ift/O9 rk,cn 46 STRUCTURAL CRITIQUE SHEET Pa- ttrifide/%9hh re 1res ari 8"( i 2 " Tic Gil at each sick t okksled ihh bed he16w 77-egectorp c�ov�_ l S` -ate tvi�z ) dk¢Itne Caie 8 carol ( ;44 ireciv-ki° /Ji . Show a ,rec. Vs- Z $hcgufd Share e one, to ba2 'l5 /(I 5 �f exist. fl '. ire ain • lef ai/ how 141pe h e ti/ s4b,5kriJ) be Glncheved / Me exist be 1 S e 4✓ a J tehi 4y c 1 n 9 r l ' 1 0,y Gp9r ne �S c4141-1' levered sl4. 0e141.1 5p e c 16 lie cOJb1brn d'he heind Mans ap7ear bte sc of Corr e wi) 4 re r err . ® Th6rc mail be Pviriti *e cam "» eni, `t qlfer- re web,/ ei tee,' flans. r4 4 a n o n g Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)758-8972 Peonit NO. RC-12-09-2042 . - PLMIXS Expires:NOt issued 1 Folio Number:1132060133660 Owner's Name: GARY GREEN CHRISTINA PARALTA Job Address: 245 93 Street Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 130 Total Job Valuation: $ 8,000.00 7=2:7= Contractor(s) PISCES GENERAL CONTRACTOR INC • .,...vvrzon.---"mEsESEEEsernmezmeMEMBP Phone Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: No [)ate Denied: 12/17/2009 Comments: STAFF IS UNABLE TO ADMINISTRATIVELY APPROVE THE PLINS. ALTERATION OF THE FRONT FACADE OF RESIDENCES. REQUIRES APPFOVAL OF THE PLANNING BOARD. SEE THE PLANNING DIRECTOR TO DISCUSS APPLYING TO THE BOARD. SEE OUR WEBPAGE FOR INFORMATION ON APPLICATIONS, MEETING ATES AND APPLICATION DEADLINES. Permit No: 09 -02l Job Name: /01./7.0 , 2009 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet etc 4- Ze 4ocier6 Avc,44 STA ,41 _4;1JI -sl 6 /GGi.� /Z ' LLl i s A0-4_ (i•t,-te.t..- Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Ziami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Ce- a 4 Z Job Name 6, vyi Date it/if/09 714 e STRUCTURAL CRITIQUE SHEET ✓ l Fres % pab{- irjiide/i9M r"a res an 13,(12.." 7dc ail al- each s cle p ct /ed ire / bean,' be %w a."frat 7pe ee eta,,., hove. ()S1.-04 lorode ) Okfline e4e .0F 130(con, w qh hecoi-kr .slaw atm e6151 Oil of aJ/ new Cvrzs `"t-t c t. / a D Sec- I/5-2 $hrlala' haw cane. on ba6i$'CIt 5 of ele s t. Gds'. be a• betel/ h Q e .b Me % w S la S Ltrrl1 %e Glrfcheved i Me cal. is/ beam, ✓ Sreedial fe iii 9 re 'e! corn-erf eft G.0,1-a`evered c 5pecii ,,%fie o/iwpr)4 it/ /ie hal /dra l- V@ Oar* appear k O'e amt -af - scale, Correa where rey/cf, ® Them mail he A4r f k *e ca m rn en, at/er review et feel. Sias. 'vi.iaii L)tlu1 es v wage Building Department 10050 N F.2nd Avenue Mianu Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Perinit No. of° 2 rJ 4'1 Job Name i6RAN1 Date /'2 /1f/o STRUCTURAL CRITIQUE SHEET L/ f Frcr1 c12 Pa& 1,v /iidebOb re rtres an 8P rt 12: Tae +Gcri al-- each s / de 1 olowcieci /h /v ,bean heldw a -4 7- / e c above. ()Ste Lviic e 1 � e, dF �a cony hcavige l 61e. Show 1cl1rneelsia4s ai all net:, cex zs /r-14ct ton. c - VS- z $hou /d ..chow c onc. vn b aj4 5 a11S 6f exis f. Ga C. beam • 1efai/ how the hat,. SI4b0frill he J?, c h49 ed /v the exisf beohl r S f7e &ja i fel" *Coy' c t n y r e.r 'OC 4./ corn -c ri e crnfileve• slat. - ve. /.oil L/(2 Specify e columns fn /,e hand t0/1• bony appear i be out-Di- Sc ate, Corr where reta, Z'ydrc mai/ be A4r f lime cam .n enfil age' re vier,, et reel SSeems. 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 245 NE 93 Street Miami Shores, FL 33138- Owner Information Permit Permit NO. EL -12 -09 -2046 Permit Type: Electrical - Residential Work Classification: Addition /Alteration Permit Status: APPROVED Issue Date: 3/29/2010 Expiration: 09/25/2010 Address Parcel Number 1132060133660 Block: Lot: Applicant GARY GREEN CHRISTINA PARA Phone Cell GARY GREEN CHRISTINA PARALTA 245 NE 93 Street MIAMI SHORES FL 33138 -2826 Contractor(s) LIGHTGATE INC Phone 305 - 554 -4820 Cell Phone Valuation: Total Sq Feet: $ 1,000.00 0 Type of Work: ELECTRICAL Additional Info: Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $160.00 $3.00 $0.80 $164.60 Pay Date Pay Type Amt Paid Amt Due Invoice # EL -12 -09 -36633 04/26/2010 Check #: 206 $ 164.60 $ 0.00 Available Inspections: Inspection Type: Final Meter Box Alteration Relocation Fire Alarm Service Change Underground W. W. In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. April 26, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date April 26, 2010 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305). 762.4949 BUILDING Permit No. Et Oct---a04(..0 PERMIT APPLICATION Master Permit No. ki 0- FBC 20 Permit Ty : ELECTRICAL Owner's Name (Fee Simple Titleholder) /--p�,7 . Phone # ,c(O '',' (k 7j Owner's Address 21-1S hrE en $r- City /4)A-MI 'i 1 . State Zip 2a /a8 Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 2q.s-• "le 0135T' City Miami Shores Village County Miami-Dade Zip 3313 FOLIO / PARCEL # Is Building Historically Designated YES NO X Flood Zone Contractor's Company Name 4/ 7 j q& ii C Phone # Contractor's Address / / /07 0‘4 / City � /' State Zip /74. Qualifier Name k c5 , Phone # State Certificate or Registration No. 6:-./...00,f7,/,,? Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 'O n Square / Linear Footage Of Work: Type of Work: ['Addition %Alteration New ❑ Repair/Replace ❑ Demolition Describe Work: N-Eivv 6-147- 4i r- Fun_ (2) 'D:/tr f--Obf hkn. /17 1941,607,t4 * * * * * *: * * * *: * * ** * * * ** ** * * * * * * * ** * * * * * *: Fees********** * * * * * ** * * * * * * * * * * * * * * * * * * * * * * ** ** Submittal Fee $ Permit Fee $ %654P4' CCF $ Q •mil/ CO /CC $ Notary $ Training/Education Fee $ 0.0(0 Scanning $ ' Radon $ Technology Fee $0•W DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 1(04.(Q0 See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of 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 willbe 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 COM1VIENCEMENT." 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 - spy o e notice of commencement and construction lien law brochure will be delivered to the person whose property is subject . attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for thefirst inc ich occurs sev (7) days after the building permit is issued. In the absence of such, posted notice,. the inspection w' not b ;Ip q roved and a re -in s ection fee will be charged. The foregoing instrument was acknowledged before me this day of NOV /b , 20 , by cpi ,P e ' (.'ho is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: j„,6,6atAk, / eig47 0244° Print: 4 1/j4 241 pD iyi ° My Commission Expires: NOTARY PIT � ? z Comm ._ 4 )86 °. Expires: , a ?O11 Contractor The foregoing instrument was/acknowledged before me this day of t Pet ,20 &q,by�iT>IC /gee, Lems, - who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: 6 "'ap.'c: My Commiss r r fi.§0PA # q{��:',pp� BaUplittiv AitA ri NiiiAR ER; l ** *4eleic*3 :3e3: ******** *k**ir***** K F014**44oMtS�oY, Qr3ciei ::29c**** *** **a4k*9c*:Y****:hY **** *** **** ** ** *: * *** *** ** APPROVED BY 'Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Zoning Clerk checked JOB :09 -7756 LOCATION SKETCH SCALE 1 "= ►.t .T.. VA. ®-r 11 5C.0,05 , . , . 4 i- V 1 h 30 _ vl t. So h Co l l 6.0 ,1 l 1` •G8' 5 ,�' ' , 0 d 4. 409 N - 9 . s 4 .52' 1 Q/ 4d -171 11 u;o' I .. I 3 - - ` 10' - . IA ,'es 30 5r LEGAL DESCRIPTION ALL OF LOT 12 AND A PORTION OF LOT 13, BLOCK 27, AMENDED PLAT OF MIAMI SHORES, SECTION NO. 1, ACCORDING TO THE PLAT THEREOF AS' RECORDED IN PLAT BOOK 10, PAGE 70 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHWEST CORNER OF LOT 13; THENCE RUN NORTH A DISTANCE OF 127.52 FEET TO THE NORTH LINE OF LOT 13; THENCE RUN EAST ALONG NORTH'LINE OF LOT 13, A DISTANCE OF 452 FEET; THENCE RUN IN A SOUTHEASTERLY DIRECTION A DISTANCE OF 140.69 FEET TO A POINT ON SOUTH LINE OF LOT 13; THENCE RUN WEST ALONG SOUTH LINE OF LOT 13 A DISTANCE OF 6356 FEET TO A POINT OF BEGINNING, LYING AND BEING IN DADE COUNTY, FLORIDA. GENERAL NOTES 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF Tilt E WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 3) (2.22) DENOTES THOSE ELEVATIONS REFERRED TO NGV DATUM. 4) LOCATION AND IDENTIFICATION OF UTILITIES ON ANDIOR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED. 5) THIS PROPERTY IS WITHIN THE OMITS OF THE FLOOD ZONE X . 6) NO UNDERGROUND LOCATIONS WERE DONE BY THIS COMPANY. M. Green DATE: CERI'It MD TO: Gary October 21,2009 APPUCABLE ZONING, UNDERGROUND, ZONING AND BUILDING SET BACKS, MUST BE CHECKED BY OWNER, ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. I HEREBY CERTIFY: That the attached Plan of Survey of the above described property is true and correct to the best of my knowledge, information and belief, as recently surveyed and platted under my direction, also that there are not above - ground encroachments other than those shown.. This survey meets the minimum technical standards set forth by the Florida Board of Land Surveyors pursuant to Chapter 61G17-6, Florida Administrative Code, Section 472 -027, Florida Statues. "r" SURVEYING, INC L.B. NO. 3333 /-t ro D. Alonso 6187 NW 167Th STREET, H5 Pr..- .sional Land Surveyor Certificate No. 3590 MIAMI, FLORIDA 33015 State of Florida 305/512-4940 THIS IS A BOUNDARY SURVEY NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL PLAN OF SURVEY co z z 0 N SCALE 1" _ zp\ • • • • t2' Gunn -est. AS?Z44e 6Lti ioaC. m -_° 33' (,.e "teal- t2' te a M (942) f e159') A....ARC DISTANCE A/C...AIR CONDITIONING CBS...CONCRETE BLOCK STRUCTURE O.U.L...OVERHEAD UTILrTY LINE CL..CLEAR CA...CENTER LINE RAD...RADIAL ENC...ENCROACHMENT RAN...RIGHT OF WAY... FIP...FOUND IRON PIPE O.H...OVER HEAD W.M.. ..WATER METER C.H....CHORD DISTANCE P/L...PROPERTY LINE CONC...CONCRETE F.H. FIRE HYDRANT UP...UT1UTY POLE R...RADIUS U.E...UTILITY EASEMENT A...CENTRAL ANGLE R...RADIUS PL....PLANTER T...-TANGENT C.B.....CATCH BASIN MH... »MANHOLE CLF...CHAIN LINK FENCE W.F..-WOOD FENCE Miami -Dade My Home My Home miamrmidade4jo, Show Me: IProperty Information Search By: - I Select Item LA Text only 0 Property Appraiser Tax Estimator in Property Appraiser Tax COmoarison 0 Portability S.O.H. Calculator Summary Details: Folio No.: 11 -3206 -013 -3660 Property: 245 NE 93 ST Mailing GARY M GREEN Address: CHRISTINA PERALTA Living Units: GREEN Adj Sq Footage: 245 NE 93 ST MIAMI Lot Size: SHORES FL Year Bulk: 33138 -2826 Property Information: Primary Zone: 1300 ONE FAMILY CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 2 Living Units: 1 Adj Sq Footage: 2,205 Lot Size: 12,042 SO FT Year Bulk: 1961 $50,000/ $131,301 1 53 41 6 53 42 MIAMI City. SHORES SEC 1 AMD $50,000/ $131,120 PB 10-70 LOT 12 & BEG Legal AT SW COR LOT 13 N Description: 127.52FT E4.52FT SE140.69FT W 63.56FT TO POB BLK 27 LOT SIZE 94.080 X 128 Assessment Information: Year 2009 2008 Land Value: $206,571 $373,534 Building Value: $197,836 $240,853 Market Value: $404,407 $614,387 Assessed Value: $181,301 $181,120 Exemption Information: Taxable Value Information: Year 2009 2008 ,■ ur-;.= _ $25 000 $25 000 Taxing Authority: Temaxable n/ Taxable Value Information: Year 2009 2008 Applied Applied Taxing Authority: Temaxable n/ Value: Value: Regional: $50,000/ $131,301 $50,000/ $131,120 County: $50,000/ $131,301 $50,000/ $131,120 City. $50,000 / $131,301 $50,000/ $131,120 School Board: $25,000/ $156,301 $25,000/ $156,120 Sale Information: Page 1 of 2 ACTI E i L; ZDCri13 Digital Orthophotography - 2007 0 My Home 1 Property Information 1 Property Taxes 1 My Nelahborhood 1 Property Appraiser Hamel Uslna Our Site [About 1 phone Directory! Privacy 1 Dlsclaime 28 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. M rights reserved. Legend Property Boundary Selected Property Street Highway MIamI -Dade County Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 1/19/2010