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284 NE 102 St (13)PERMIT # c� �( 1 CON`(RACTOR: ()(c) N erz SUBMITTAL DATE: 51 i4I 5 . PROJECT TYPE: /�-pp r( NJ P_e3 ZONING O i � �-' o FIRE / STRUCTURAL '' p ( IMPACT FEES ? /JZrI -e• G ✓� App ELECTRICAL `/ _"___- HRS /DERM A pp OK PLUMBING P • * NOC YO ICAL .n i L P'4 j $LDG © i A AG Y v MIAMI SHORES VILLA 0 BUILDING DEPARTMENT 4 305- 795 -2204 Building Inspection Request Date9 I 105 AF ley Slab i nsp'n Add Tr- r3c Type Insp'n Adds kon -"" C.c L.-rr, Permit No. cF 5 - � Name JC,I ne+ Vu kovrc Address Company 0u r te ( Phone # (305 ) 98b- 494q Inspection Date Approved Correction Re- Insp'n Fee 44.2. s l 4 NE IG2 sT q�z 10 5 CG S c.)1 30,2-11 f ul - :!I ,e,Jc� A i u�D �JG r''' ,i` , ► ne l ✓u 5 acrid- Zied OCT 1 2 2005 MIA I SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 1 J Type Insp'n W4 Permit No.. — - 765 NamJ , VV 4-0 Address 2134 1\1_, c�Z ST Company Phone # 4c 9 9 Inspection Date 10 1 1 Gs Approved Correction ❑ Re- Insp'n Fee ❑ 412-4 OCT o 6 2005 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inssp ection Request Date 10 O l Type Insp'n r/2.31Yl It Permit No. 64 5 — 162g Name � u D t t_ G Address z S4 f) E 1 02, 5 Company r1 Ww.,Q4_ Phone # Inspection Date Approved Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 1d t5 Type Insp'n 1 t\IS(._.,L oW 1 N Permit No. �C-Dee) — 1 C=.S Name J pal UC—ov 1 G Address 2134 'J I (DZ ST Company Phone # C3c=6) -T 4999 Inspection Date 10 16 1°6 4 g 2005 Approved Correction ❑ Re -Insp' n Fee ❑ eta. T &-e-gt b OJ 4LZI.6 OCT 0 6 2005 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date "° LS 1 `/ Type Insp' Y\ 1 I4-ICV1/41S Permit No. -5 - S Name J.44-L T UVK -c \IG Address 284 1 (Z2 ST Compan l--L. a Ph one # C J G 4999 Inspection Date 1 - ( Approved Correction Re- Insp'n Fee o o MIAMI SHORES VILLAG BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 07 Type Insp' n' cam) Permit No. e)P o5 7G8 Name U I Address 28 'f f ■\ 1 QZ E* Company Ow Phone # Inspection Date 9 Approved ❑ Correction > Re- Insp'n Fee ❑ Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAG612 BUILDING DEPARTMENT 305- 795 -2204 � 0� Building Inspection Request ` Date 03105 Type Insp'n —bp I % o Permit No. Up -1 Name 4Aka ''f \uN,Nt(. Address 234 RE tot J\ Company I■AA • Phone # (( 4° Inspection Date ' ract5 OINW Miami Shores Village ■ BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle • Owner's Name (Fee Simp Owner's Address Building T' Iehold City /'"1 State Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Villa •e Is Building Historically Designated YES Contractor's Company Contractor's Address City Qualifier State Certificate or Registration No.f t / Architec $ Value of Work For this Permit Code Enforcement $ Total Fee Now Due (Continued on opposite side) me (if applicable) Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Dill er State Permit No. �oS 7G8 Master Permit No. Plumbing Mechanical Roofing t-4 )� Phone # Zip f615 Phone # County Miami -Dade Zip Name / . / l 1 Phone Zip Certificate of Competency No. in I AY 2 4 295 Pato--o414 Aileo 14 � Ravr17. oh'- fXlct,, le75 ow Type of Work: ddition [aeration ❑New ❑ Repair /Replace Describe Worlc: 000 e 4 i big/ / /Mir 0 coloy -Ink] 2 ., ( **************************F Submittal Fee li ) Permit Fee $ Z 2 , 5 CCF $ 45 . OD CO /CC ap Notary $ Training /Education Fee $ 1 5 - 00 3 g Scanning $ . OD Radon $ Y, 0 0 ' Structural Plan Review. $ Square Footage Of Work: Technology Fee $ . 7S ,;2 ❑ Demolition Zoning Bond $ ' 0 c7 11 Bonding Company's Nie (if applicable) Bonding Company's Address 4 - City St 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. 1 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF' COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature NOT YP S Print: As identifica Cll� Owner or Agent The for eg.'ng instrument was acknowledged before me this, The foregoing instrument was acknowledged before me this day o , 20 , b G _\1��y sL, day of , 20 , by who i �� e►�� mown me or who has produced who is personally known to me or who has produced on and who did take an oath. as identification and who did take an oath. * **** * ***** * **** ** **** * **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Signature NOTARY PUBLIC: Sign: Print: 2•�k.0- , . `;',0 1. 1 = " °- - My Commission Expires: . My Commission Expires: �,5 * * * * * * * * * ** * * ** * * * **** .5i ***, .9% * * * ~ * *: 3,: ** 4, ,r *• * *. * * * * * * ** *,r * * * * * * * ** t * * * * ** t r * * ** t r t * * * * * * * * * * * * * * * * * * * * * ** * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * Contractor Plans Examiner Engineer Zoning Miami Shores Village Building Department BUILDING CRITIQUE SHEET e .6 io Co �() - rw4E eta Su (-7t ito ode ts - 1 C 2-c ore s c 60 AN CI Ar� 1an4) Do 2ou N(_ S choo a I-Q ftar pAa- e,.J Gt} X412 L i t W 1 t 14 A-�-Q 7� r ) rr�0 w 1 o rL� ,2 -c) rZ s A c45,_1 I,a te t2�¢ c/ �-Q-� o'�- eivotAf:5 1 Permit No. Job Name 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 VV ✓l.O - o►t-s 12013 voove- 3 Cs Miami Shores Village Building Department Permit No. Job Name STRUCTURAL CRITIQUE SHEET estv' l 01j/tvl 'Nlo- 1, 2 S. (3 A ak To 14-1‘,1.1 C4-c- C7.4e Pmts salvz r �. PKvo Fietxwts St)lo t - Via . Q i " 1ti2 •• Art)g t v ;le o r.,2 v ade ?Aix SS u n o q u +��' 4112 -1 rt v -t, e a- C � i AIX/ ere &oo a- T' h aT Gan, r 4 z.0 - t */ 1 -4-clk r rig s4- vW 1 • fit a s 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 .- 1 19,3. A we / Q To L... Cho Cop , S f . + — coo • r s c August 8, 2005 Claudio Grande 305- 795 -2204 ext.430 Miami Shores Village Building Department Building Critique Sheet i /1. Provide design pressures for opening # 13 (not shown on door schedule) 4 ,1. Window schedule shows all new windows to be Single Hung. You have submitted Product Approvals for Single Hung windows and for Casement windows. Revise the window schedule and show which windows are SH and which are Casement. Door schedule shows all doors to be impact resistance, product approvals submitted are for non - impact doors. If all window and door openings are to receive hurricane shutters, then the door schedule needs to be revised and a note on the plans stating that "All openings are to receive a Hurricane Shutters system" t The Product Approvals for the metal clad doors have not been submitted. Door openings # 1, 2 & 13. �! Provide Permit application for the hurricane shutters system and The New roofing V system together with the appropriate paperwork for the roofing. 0 Permit No: 05 -768 Job Name: Addition for Vukovic Page 1 of 2 10050 N.E. 2n Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 4J Miami Shores Village Building Department Job Name Date MECHANICAL CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ‘ 7� $ Job Name 144.0 vie. 284 Ne /02 5/. Remo de/ STRUCTURAL CRITIQUE SHEET 04, 6/7/as- /1-6 tweed wind. /oad cad/es. fir roof wiidows , do-ors - $Iair preuures or? bu,'/drn elevade;ns• -- See ScheoL • Q ,weed ca/cu`a //ons .fee/ bea,,$ co /umn , 7Coo2 1 Speeical S / beetms 1 J1n . s (w1aler7.4./) o74 A - e3 . On /4 - or ce% Foa /t , 29 'r"als are A 7 ai', ¢ lc) roast • fame k v r gaol' No ICS e r r A - 0 4 , © On -o61 �eP - TeCl/ c ol n a fie 5 4 l4- Thy• " j ever pviiere `� else i Is honed as 3 4" fhiek - coerde4aje• On 1/A - 06 deli,'" hdt✓ Mansard Pramin9 is r be fel,for ¢ed . Product 4 pprova /5 Tor all pew wind ©ws, doors, }lake revision s as e c esseery iv cer724r1, -7 Zonier Go` /r7 e 7"Aere mar ,b c a-eta tWOna / Corrrrn an is uron re We Gt1 JOB ADDRESS: A/ e^ i 6.2 5 APPLICANT: APPLICATION: /9120 7ic3/J D TE / COMMENTS INITIALS �31 / D� IIT T To � u t �� g c� car ©ass 4A e-e.v Je E; to o(= % 5 7714J6 F'(..14-7 teoo PL -G(S /-9/ T/D/e (1 S) C pfrviVaT L( c D /5 A —"l Coc_OR - 7 - y ee' 7 ,4 fq :x is PL r' fuo 01J Fr LE'-) 9 eS G k: )t f Vv - 3) cST(Ifc3 - Ct1L,Otkg Ihdb Q( 20665 € A-0(1—loo UL53 NTT Pi et t u(rt ac-1 45 ` 12 2 5� e/oleic ZONING CRITIQUE SHEET PERMIT # (V D' oc ogre 4-Traot/ err 1 4ST K ro (4) A FEOOADED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. At o‘ TAX FOLIO NO. /1 y p/43 Az/ 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, Floriaa Statutes, the following information is provided in this Notice of Commencement. / 2 .. 1. Legal description of property and stree addres l df : 4 ��•K I 7 � l`fibi S�f)fE4 SGT.; /Ahtf�Joe14 0 /0 2. Description of improvement: Interest in property: /IV 4. Contractor's name and address: 5. Surety: (Payment bond req Name and address: Amount of bond $ 6. Lender's name and address: NOTICE OF COMMENCEMENT Print Notary's Nam: • 3. Owner(s) name and address: Vi4Ptit d by owner from 7. Persons within the state of Florida designated by provided by Section 713. 3(1 (a 7., Florida S atutes, Name and adddrss: to a .� •scri Ted before me this & aav NOTARY PUBLIC -STATE OF FLORID FTe4L M. Novak Milberg Commission d► Dfl432320 Elites: JULY 09, 2009 my commission ex Bonded 1lwAden& Bonding c.o., inc. cgraNterF. L »ADA, COUNTY OF DADE FY that this is a true c py of the office on day o ,Ap as' 1 HFREBY origma ON HI 5 i - .S, ' P2— 314$ 8. In addition to himself, Owners designates the following person(s) to receive in Section 713.13(1)(b), Florida t�� Name and address: 1 11111111111 11111 111111111111111 11111 1101111 Name and address of fee simple titleholder: C :FN 2005R' :.731733 OR Bk 23572 F's 3289i (1P9) RECORDED 07/14/2005 14 :27:54 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE -1C COU; t Y. r, ; ClFOK r 1 ARK, of Circuit and County Courts \'%.O \.___ "'Y D.C. �` cow hdm- reottees or uUter documents ma served as a copy of the Lienor's Notice as provided ion date of thi Notice of Commencement: (the expiration date is 1 year from the date of recording unless a ate is spe d) Signature of 0 Her . � ✓!�/ ` �� ` ` `' Viepiii Vim, � x Print Owner's Name Prepared by B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE /REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 12025C0093 J 07/17/1995 03/02/1994 X N/A FOLIO# 113'2060134710 C.O.R. = 10.02 FT Geta,lnsurance cbittpariy ' Peltdf number • ` • • 41111 Cdtfiadny.NAIC A umTier STATE ZIP CCpE FL • • • 33138 DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) • • • • • • Lot 1 -2, Block 35, of AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the plat thereof as recordedln Plp! h Pa ge ook 10, 70, of tIZ2 • • • 3- 0002831 -4 BUILDING OWNERS NAME VLADAMIR VUKOVIC RESIDENTIAL CERTIFIER'S NAME JOHN IBARRA ADDRESS 5582 N.W. 7TH STREET, SIGNATURE FEMA Form 81 -31, JANUARY 2003 ITE 202 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING STREET ADDRESS (Including Apt., Unit, Suite and /or Bldg. Number) OR P.O. ROUTE AND BOX NO. 284 NE 102 ST CITY MIAMI public records of MIAMI -DADE county, Florida. • • • • • • BUILDING USE (e.g. Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) .41 • CITY MIAMI • O.M.B. No. 3067 -0077 Expires Decrlbbr 31, 2005 •. • • .. • LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: "SOURCE: 11 GPS (Type): ( ## - ##' - ##.##" or ##.# #) i -1 NAD 1927 1 1 NAD 1983 1_1 USGS Quad Map 1 X 1 Other: NGVD 1929 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES 120652 B2. COUNTY NAME MIAMI - DADE B3. STATE FL B10.Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered 'n B9. 1 -I FIS Profile 1 X 1 FIRM 1 -1 Community Determined 1 -1 Other (Describe): B11.Indicate the elevation datum used for the BFE in B9: 1 X 1 NGVD 1929 1_1 NAVD 1988 1_'Other (Describe): B12.Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 11 Yes Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 1_1 Construction Drawings* 1_1 Building Under Construction* 1 x 1 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 8 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR /A, AR/AE, AR/A1-A30, AR/AH, AR/A0 Complete Items C3.a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 1929 Conversion/Comments N/A Elevation reference mark used 90 Does the elevation reference mark used appear on the FIRM? ❑ a) Top of bottom floor (including basement or enclosure) 10.37 ft.(m) ❑ b) Top of next higher floor 11.33 ft.(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) N/A ft.(m) ❑ d) Attached garage (top of slab) N/A ft.(m) ❑ e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area.) 11.80 ft.(m) ❑ f) Lowest adjacent (finished) grade (LAG) 9.46 ft.(m) ❑ g) Highest adjacent, finished) grade (HAG) 10.02 ft.(m) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 5 ❑ i) Total area of all permanent openings (flood vents) in C3.h 680.00 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION LICENSE NUMBER 5204 TITLE .7" COMPANY NAME PROFESSIONAL LAND V0 NOVA SURVEYORS, INC. STATE FL DATE TELEPHONE 09/06/2005 (305) 264 -2660 1x1 Yes This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ZIP CODE 33126 x1 No SOSO • • L_I No SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS For Insurance Company Use: Policy Number z Company NAIC Number IMPORTANT: In these spaces, copy the corresponding information from Section A. 3- 0002831 -4 BUILDING STREET ADDRESS (Including Apt., Unit, Suite and /or Bldg. Number) OR P.O. ROUTE AND BOX NO. 284 NE 102 9'P•• Ca 'Y • • • .... MI • • • • •� • • ADDRESS 284 NE 102 ST SIGNATURE COMMENTS LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS • • • • •• • • • • • •• FEMA Form 81 -31, JANUARY 2003 • • STATE ZIP CODE • • '••• FL 33138 • • 6EC•TION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) C80? bet sides ofthis. Elevr& Certificate for (1) community official, (2) insurance agent /company, and (3) building owner. COWt46NTS • • • • • • • SECTION C3 (Lo1• S,OWEST ELEVATION MACHINERY IS THE A/C PAD •• • • • • • I Check here if attachments • • SMION E - 134t1LW ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and 2Ene A (without BFE), complete Items E 1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number 8 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 11 1 ft.(m) LLI in.(cm) 1 1 above or LI below (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is — ft.(m) I I I in.(cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. The top of the platform of machinery and /or equipment servicing the building is 1 1 1 ft.(m) 1 1 1 in.(cm) 1 I above or 1_1 below (check one) the highest adjacent grade. (Use natural grade, if available.) E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? I I Yes I I No I X I Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME VLADAMIR VUKOVIC CITY STATE ZIP CODE MIAMI FL 33138 DATE TELEPHONE SECTION G - COMMUNITY INFORMATION (OPTIONAL) LI Check here if attachments The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E) and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 1_1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 11 A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO:. - G3. 1 1 The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OR COMPLIANCE /OCCUPANCY ISSUED G7. This permit has been issued for: 1 1 New Construction 11 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in ZONE AO) depth of flooding at the building site is: TITLE TELEPHONE DATE ft.(m) Datum: ft.(m) Datum: LI Check here if attachments REPLACES ALL PREVIOUS EDITIONS 1 O O� :ill 8 7 6! 5 4 3• \�+ XIc . 1 �hik, 5562 N.W. 7th STREET, SUITE 202 MIAMI, FLORIDA 33128 TELEPHONE: (305) 264 -2660 FAX (305) 264-0229 DRAWN BY /7-- Nona frrnlirlDwa LAND SURVEYORS SLAV' No. ••j11 000le3L •• • • •• • • r • ••.•,� • ••�• •• *•• �^ • E NO. __ OF. • Survey of Lot: 1 - 2 Block: 35 '....• •••• Subdivision: AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 2 • • . •••.•- According to the Plat thereof .as recorded in the Plat Book•Na 10 •• • at Page No. 70 of the public records of MIAMI -DADE County, A • • • Property Address: 284 NE 102 ST, MIAMI, . FL • 33138 •• • •••• • For: VLADAMIR VUKOVIC •• • A = ARC. A/C = AIR CONDITIONER PAD. A.E. = ANCHOR EASEMENT. A/R - ALUMINUM ROOF. A/S = ALUMINUM SHED. ASPH. = ASPHALT. B.C.. BLOCK CORNER. BLDG. = BUILDING. B.M. - BENCH MARK B.O.B. = BASIS OF BEARINGS. C.. CALCULATED. C.B. = CATCH BASIN. C.B.S. - CONCRETE BLOCK STRUCTURE. CBW - CONCRETE BLOCK WALL. CH. = CHORD DISTANCE. CH. B. - CHORD BEARING. CL = CLEAR. C.LF. = CHAIN UNK FENCE. C.M.E. = CANAL MAINTENANCE - EASEMENT. CONC. - CONCRETE. C.P. - CONC. PORCH. C.S. - CONCRETE SLAB. D.E. • DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENT. DRIVE. = DRIVEWAY. o - DEGREES. E. • EAST. E.T.P. = ELECTRIC TRANSFORMER PAD. ELEV. = ELEVATION. ENCR. = ENCROACHMENT. F.H. - FIRE HYDRANT. F.I.P. = FOUND IRON PIPE. F.I.R. = FOUND IRON ROD. F.F.E. = FINISHED FLOOR ELEVATION. I , 1c 9 b ,T 6 ' s9 rc L1 ;2z. 2 +5 12 .50 LOCATION SKETCH • Scale'l" !) IS O S T 1jo 'r 1 02 0 ABBREVIATIONS AND MEANINQ • F.N.D. = FOUND NAIL & DISK FR. - FRAME. FT. = FEET. FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM. F.N. = FOUND NAIL H. = HIGH (HEIGHT). IN. & EG. = INGRESS AND EGRESS EASEMENT. LP. = UGHT POLE. LF.E. = LOWEST FLOOR ELEVATION. LM.E. = LAKE MAINTENANCE EASEMENT. ' - MINUTES. M. - MEASURED DISTANCE. MON. = MONUMENT. MM. = MANHOLE MIL = MONUMENT UNE. N.A.P. = NOT A PART OF. NGVD= NATIONAL GEODETIC VERTICAL DATUM. N. - NORTH. N.T.S. = NOT TO SCALE. 4• NO. =NUMBER. 0/S. - OFFSET. OH. = OVERHEAD. O.H.L. OVERHEAD UTILITY LINES OVH. = OVERHANG. O.R.B. = OFFICIAL RECORD BOOK. PVMT. = PAVEMENT. PL = PLANTER. P/L = PROPERTY UNE. P.C.C. = POINT OF COMPOUND CURVE. P.C. = POINT OF CURVE. PT. = POINT OF TANGENCY. POC. - POINT OF COMMENCEMENT P08. = POINT OF BEGINNING. r- 14 _ tjo fI r:-r, LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): • EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. THE TERM 'ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS AND THEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTION, UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND/OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY: THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE 5oi • P.R.C. = POINT OF REVERSE CURVE. PROP. COR. - PROPERTY CORNER. P.8. = PLAT BOOK. PG. = PAGE. PWY =PARKWAY. PRM - PERMANENT REFERENCE MONUMENT. P.L.S.- PROFESSIONAL LAND SURVEYOR. R. - RECORDED DISTANCE. RR. • RAILROAD. RES. - RESIDENCE. RAN. - RIGHT -OF -WAY. RAD. - RADIUS OR RADIAL. R.P. = RADIUS POINT. RGE. - RANGE. SEC. = SECTION. STY. = STORY. SWK. = SIDEWALK S.I.P. = SET IRON PIPE LB. 46044 S. = SOUTH. S.N.D. = SET NAIL & DISK L8.46044. SP. = SCREENED PORCH. = SECONDS. T. - TANGENT. TWP. • TOWNSHIP. U.E. • UTIUTY EASEMENT. UT1L = UTIUTY. U.P. - UTIUTY POLE. W.M. • WATER METER. W.F.. WOOD FENCE: W.S. - WOOD SHED. = CENTRAL ANGLE. W. - WEST. C - CENTER LINE. - ANGLE. I Situated in Zone: X Community /Panel /SUffix: 120652- 0093 -J• ;Date of Firm: 07/17/1995 Base Flood Elevation: :Certified to: VLADAMIR VUKOVIC AND JANET VUKOVIC 1 11..1. I h0 STR 5T 1 j 0.00 SURVEYORS S NOTES• 1). IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY TOWNSHIP MAPS. . 2). IF SHOWN, ELEVATIONS ARE REFERRED TO B.M.4 N - ‘397 OF N.G.V.D. OF 1929. 3). THIS IS A SPECIFIC PURPOSE SURVEY. 4). THE'CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 1 HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPUES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. IBARRA (DATE OF FIELDjNO PROFESS I • L LAND SURVEYOR NO. .2 $ 3 STATE OF FLORIDA. (VAUD COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON..6 /✓ 7 / /P"--D ./gweir REVISEDON / - /.J -0 5 OIG ANA'S Raged a1; o /i L UP -DAT nAveY_ 2 0 Date: / 21 2t 23 • 5 ° S.=�Y ET .5 I ' : ' S LEGEND TYPICAL ELEV 9 . 80 ' w ? ‘43 w �. WOOD FENCE. CHAIN LINK FENCE. C.B.S. WALL (C.B.W.) . , EXISTING ELEVATIONS: PROPOSED ELEVATIONS. 3 --if -03 • • •' • • • •••• • • 5582 N.W. 7th STREQ.51,I4TE 202 JA) f�AL 11,,10RIDA 33126 • TELEPHONE; (305) 2P4 680 FA* (305) 264.0229 • • • • • ••• • • • • . •••• 1 - • "" • BOUNDARY SURV • • •••• •••• •• • N J •••• • • • •••• • ••• • • 3/ • • •• • • • • •• • ... Nona puru�e�ors �1nx • • • • • / / g ° ' 4 7 6 % e7 2 /g .35 TS \S ."41 L.F.E= 10.37' F . F . E = I L �2 / et LAND SURVEYORS ca'e1 "- 9. , e9'6 zQ 20 SURVEY NO. SHEET NO. • OF 2 Z ' 7 - k k k. �/w Permit Status: AF Work: .ADDITIC Signed: In consideration of tl conformity with the plE done by either myself, Signed: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/12/2005 Applicant: JANET Owner: VUKOVIC JOB ADDRESS: 284 Contractor Local Phone: Parcel # 1132060134710 NE 102 Signed: (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2005 -768 VUKOVIC JANET ST Contractor's Address: BY: Page 1 of 2 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 1 & LOT 2 BLK 35 LOT SIZE Fees: FEE2005 -7244 FEE2005 -8182 FEE2005 -8504 FEE2005 -11165 FEE2005 -11166 FEE2005 -11167 FEE2005 -11168 FEE2005 -11169 FEE2005 -11170 FEE2005 -11171 FEE2005 -11172 Description Submittal Fee Structural Fee Structural Fee Building Fee CCF CO /CC Training and Education Fee Technology Fee Scanning Fee Radon Builders Bond Total Fees: Amount ($250.00) $50.00 $50.00 $2,250.00 $45.00 $50.00 $15.00 $56.25 $30.00 $4.08 $300.00 $2,600.33 Total Fee2,600.33 Total Receipts: $0.00 r r 44 7._22A AUG 12 PAID In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION ([ i D5, MIAMI -DADE COUNTY, FLORIDA V METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries 1070 Technol Nokomis, FL SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "640" Outswing Aluminum Casement Window mulled to Fixed Window APPROVAL DOCUMENT: Drawing No. 7045 -9, titled "Aluminum Casement Window, Non - Impact ", sheets 1 thro►tgli 4i of 12, prepared by manufacturer, dated 12/12/02 with revision on 3/11/03, signed and sealed by Lucas • • A. 'Retell P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance • numb>sf Mil approval date by the Miami -Dade County Product Control Division. • MISSILE IMPACT RATING: None • • LABIM ING: Earil upit shall bear a permanent label with the manufacturer's name or logo, city, state and • • folic/4 statemeni::119iami -Dade County Product Control Approved ", unless otherwise noted herein. • ▪ REf*HAL of tfi%`NQA shall be considered after a renewal application has been filed and there has been no • • change in the appf cable building code negatively affecting the performance of this product. • TFMINSIATIODCQfthis NOA will occur after the expiration date or if there has been a revision or change in the • • matetiaiS, use, and/ar manufacture of the product or process. Misuse of this NOA as an endorsement of any prod6t[,•fpr sales, adv®rtising or any other purposes shall automatically terminate this NOA. Failure to comply with 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 approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 1219.05 Expiration Date: April 24, 2008 Approval Date: April 24, 2003 Page 1 ... MIAMFDADE BUILDING CODE COM PRODUCT CONTROL NOTICE OF ACCEPTANCE (NOA) PGT Industries 0170 Technology Drive Nokomis, FL 34275 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "FD -l01" Outswing Aluminum French Door APPROVAL DOCUMENT: Drawing No. 944, titled "Aluminum French Door ", sheets 1 through 5, prepared by manufacturer, dated 9/5/97 with revision E dated 7/31/02, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shalt 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. • • ... • TEl3. 4II'ATIO4f of tjtis NOA will occur after the expiration date or if there has been a revision or change in the • • materiaie,.use, anll<dt mDnufacture 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 arty section if lDiaNOA shall be cause for termination and removal of NOA. ADV1E�'1<'ISEMXIa1'.'The NOA number preceded by the words Miami -Dade County, Florida, and followed by • the e3Siition dare maybe displayed in advertising literature. If any portion of the NOA is displayed, then it shall • . be dt,ijrits entire+. • • INSPECTION:4,eppy of this entire NOA shall be provided to the user by the manufacturer or its distributors • and.stitl•l;e avaiirgle•fer inspection at the job site at the request of the Building Official. • • Thisqlsift revists and renews NOA # 01- 0417.05 and, consists of this page 1 as well as approval document meutWed above The su$rtnitted documentation was reviewed by Manuel Perez, P.E. NOA No 02 -0625.01 Expiration Date: July 22, 2007 Approval Date: August 22, 2002 Page 1 37.5" OVERALL 107" OVERALL MAX. FRAME WIDTH 15.5" MAX. MAX. FRAME 36" PANEL; WIDTH MAX. ,{ WIDTH I 14" MAX. PANEL WIDTH 36.625" MAX. PANEL WIDTH 36" MAX. PANEL WIDT D FRAME WIDTH 14" MAX. PANEL WIDTH W /As 1 it r r IS '� r 2 MAXI D.L.O. r r I N -ACTIVE r 1 r 21.125" MAX. D.LO. 1 ACTIVE �- r r 21.125" MAXI D.LO. f r r .- r i / SINGLE #4 _ DOIIBI F W /SIOFl ATE$ DoorCraft EDGE STEEL E GLAZED INSULATED STEEL DOOR OLITSWING 8-8 UNITS WI8 W)OUT SIDELITES l ;ENFRAI NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. WOOL BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS I RE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR SE MATERIAL SHALL BE BEYOND WALL DRESSING OR 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. FOR WATER INFILTRATION REQUIREMENTS SEE DESIGN PRESSURE CHART & WATER REQUIREMENT NOTE SHEET 2. S. THIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE. RESIDENTIAL INSULATED STEEL DOOR (Common to oll frame conditions) Door Leaf Construction: Face sheets 24 ga. (0.021") minimum thickness, Galvanized steel A -525 commercial uality - AKDQ per ASTM 620 with avg. min. yield strength Fy(ave.) = 32,428 psi. Core design; Expanded polystyrene with 1.0 to 1.25 lbs. density, by Jeld -Wen, Inc. Panel Construction The active and inactive door panels are constructed from (2) 24 go. (0.0217 thick galvanized steel skins with roll formed edges to receive the 1.73" wide x 1.219" thick one piece continues roll formed galvanized steel side stiles /top roil. The tops of the steel panels are bent at a ninety -degree angle to overlap 0.25" the steel top rail and side stiles. The bottom rail is 0.021" roll formed steel 1.67" wide x 1.21" high formed to receive door bottom sweeps when required. The steel bottom is butted to the side stiles. The side stiles have a tab, which is bent 90' over the bottom rail and secured with a 0.25" x 0.5" 16ga rivet at each corner. The bottoms of the steel panels are bent at o ninety - degree angle to overlap the bottom roil 0.25 ". Each hinge location on the hinge stile is internally reinforced with a 1.131" wide x 1.213" deep x 12.404" long piece of pressed fiberboard, (MDF board). The interior cavity of each door is filled with pol■styrene._ The face sheet is glued to the polystyrene. Sash Construction; The sash is constructed from 24GA (0.021" min.) galvanized steel. The edges of the face sheet are bent 90' over the polystyrene core and and glued to it. The sashes ore routed to receive the ODL (HP Polypropylene Thermofil- P6-30FM0391) kte frame. The units are glazed with .125" tempered glass. The Etc frames ore sealed with QSD glazing compound on the exterior. Frame Construction: The frames are constructed from Ponderosa Pine jambs measuring 4.563" x 1.25' The head jombs are mortised and butt joined to the side jambs and attached with (3) 16GA. 2" x 7/16" crown wire staples. The units use a bump face threshold measuring 4.041" x 1.0'. The threshold is attached to 'the frame with (3) 16G4. 2" x 7/16" crown wire staples. TABLE OF CONTFNTS SHEET L 1 2 3 4 5 6 7 DESCRIPTION GENERAL NOTES AND TYPICAL ELEVATIONS VERTICAL CROSS SECTIONS & BII I OF MATFRIAI HORIZONTAL CROSS SECTIONS HORIZONTAL CROSS SECTIONS & NOTES ANCHORING LOCATIONS & DETAILS ANCHORING LOCATIONS & GLAZING DETAILS UNIT COMPONENTS 74.5" OVERALL F MAX. FRAME WIDTH 36.625" MAX. PANEL WIDTH --1- 36" MAX PANEL WI TH 1 r a 6" MAX. ao D.L.O. 0 0 o to ALL UNITS ARE VIEWED FROM INTERIOR UNIT TYPE UBLE W/WINDJAMBER UBLE W/ IMPERIAL MITRE WATER Kit/BA110N 6 II SURFACE BOLTS iCTNE PANEL +60.0psf - 60.0psf +60.0psf - 60.0psf +47.Opsf - 47.0psf +60.Opsf - 60.Opsf +60.0psf - 60.0psf +47.0psf - 47.0psf +43.0psf - 43.Opsf +42.0psf - 42.0psf NOT APPROVED DESIGN PRESSURE RATING 70" OVERALL MAX. FRAME WIDTH 36" MAX. PANEL WIDTH e O I SHT.3 21.125" MAXI y D.LO. r 0 15.5" MAX. FRAME WIDTH 14" MAX. PANEL WIDTH 6" MAX. D.LO. SINGLE W SIDELRES OUTSWING UNIT I t:) 2 0 W o 3 tN • 0 0 co 0 Approved ra complying NMI the Date .III4� Ze al. Nola 112.. -IC)/ Oq,01 Mimi Dade P BY CC zCO co o Li 6, C CC • Q_ = 6 K" W as Ua G 0 ill C O P z (no W to W h o J 0 0 0 m a 0 z U) z 0 RVBUI DING CONSULTANTS, INC 813.884.3831 a TE. 12/23/01 smut NTS owe. er WLN aiL er RW ORATING NO.: S -2103 sissy 1 or 7 11 WA CM., ... 4 M. .....• ... 11.11111■Milleti-Mia-111201.5 IM1 i AO I :AMEWJE FINDER iNTED PINE Ilinril4,10, tor 437 rxvinr 01111iirirbwilifirr ustaxmcwoe-fariyot) 111111111111111 s s • A 4 .25 e: STEEL y4 SOT 90LTNI/4-20 Mull £110 STEEL ti , 13104PI• • .0... .050' f(ni . ; ALIN .., Srand..W.V.6•1011Tanni.i/Jlwrd144111.!= /1 moms. 11 Rm. r4.3 x 1.2? • ft.021 1,1111_ TM) ST L itt TOP DO $ iLL 173" .21 x 1.07r MK TIM 1 STEEL I SIDE T.7 x 1.21" x OE' 1 MI t)0. 14 10 g 1 361 PFN W000 SW STEEL is 11000 LOCK &C1( 1.71 I, 1.0 x tr.07.51 wx+x nillInaillUIRECE11111111111INIIIIMINIMIIIII 13911.41INFTIEFAIDV975) - .00.0-10/ IMAM ell e , • ,k, 1 A e 11, ilaLIUME1111111111111111.111.1.111111111.11111.1 vd0o0 20 Pax. cr. - 21 400 SENTS_AWOO - 22 KiNSET TAU 100 saws DEADBOLT - 23 . " 13 STEEL PEIF ILe.../02.-AisMINE1111111111111111111111 OM Mitat_gilie.L3... IFFSENTIMI pa - "IT DOR t I ALM. WM WITOTTTPT: ' 2 ALUM, MI • 05E0 - Fal f 2:11:; r. 01 .4 14-17 4 1 0: 1 1111111111111111111111/MEN. r..7 Y' tr 51 • „In",=■ 51U ONE . ASTRAGAL SW •• I... x 1 "kr WOOD SCREW %W R i 2 IL *" VI 0 Ingrillf VIN i 7 ! aniMiniMMOMMINME:/// Ea Li' iallrliiiiiii Mli Ellff : - .1.;.ii N.. ; .. KM irtf tiallEtnINIPIGYRI,411ViTiVii fa ypR _FA FT (3 i rir4":71,13-11KalliMMAIIMMINialETANINI irailLICKWANAlifilarizt faMilITATiiTi UMW T-it ral 10/.. 03 1.21_ 6 MITULLI...111/MECENIIIMIIII21111111111 MI railE9EMINI1111111•1101111111111~1111111 nil r1.11FATarr;;-1/7 • KM 4 irLILIAIK f x p •• • . . IL GRAD TRIM NIL 3/1 L 41 Ur g 2 1 2" TAPG0t1 • • • lb ■1' ■11 • X • I. Y• ei y - • -- A ' • , 11115q NO ' MIS 1' DO ROT war Me - OHL • ntlfrk• • 2 1,5T BE • ALLED ONLY Al 1.0CAT1aNS PROTECTED etrA.C4408t02 le hit .11. PITMEN THE' Riff OF CAMIPY OR Dm viiimulc...m sitiT .75" WM. ANIL TRK PiTeRTOE1 .125" MIN. TEMP, GLASS ROL 3:5c z SEE NOTE 3 4 S-SECTION DOOR PANEi. a 6. m SEE NOTE 3 SIT. • --1 rAfTERIOR SEE NOTE 7 51T. 4 =RIO SIDELITE SASH 1. 75"MfAL t PANEL WK. LJ • 11 1 ,r25" WIN. TEMP. GLASS MX, 42. .h .10 1 iv ACCEPT law/ WILTRAIrom S IFSIMIT&P NON ARE ME UMW *441 AREA • • • • • • st V 13 • • 41*.ed Wa TA 4 . 1 t 11 Dl • • • " JUP • • SEE P:09. SM, 4 ASTRAGAL RETAINER BOLTS (2) TOTAL (1) D.O L A .Jt2' DIA. O TCP & (7) 9.0' L. r .212' CL$. O BQTTAu SEE MOTE S 2 S1f a. ASTRA= RLEAUF.R BOUS (A) BCUS TOTAL. (2) 8.0' L • .SIY' w. O TOP k (2) d,0' t. • .]LY OL\ o Kam SEE NM 2 SHL 4 SEF P YSE� tl9L CHART mxQ L1490 w Gal zs 5[[ OESIRQ PAESSURE CHART A.LUM. RCTAR+IRO SLIDE {7)•1.0'•■ x O-5E5 7TgNTA[ tRO4S AS f L wj v !2 r B iliPERIAL AS SEE D2^SWG PRESSURE CHART LTG: SURFACE EWS ME AMMO ON ACM' 0009 PANEL x,E,7 MPG nwERUi 4STRAGAI. SEE HO?E 3 SNT, g isf Pi o�l,f trA� v.QSS 1srneer 101 JAU6 e ro BUCx c- SEVx .25' MAX, S1:II+ TNM •••• • • •••• • SEE ROTE a STti • •• •••• • • •••• •. • 3 0 as co 0 L aou W2 Kam L N •• v 0 O S -21 0 co 0 SEE NOW 5 SHT. SEE NOT -S SHT_ 4 SEE NOTE SHT 4 SEE NOTE 4 SHT. 4 SE_ NOTE 7 SHT. 4 SEE NOTE 5SHLs 2,. 1NTXP.J • SEE NOTE 3 SHT. 4 HORJZONTAL CROSS SECTION 4 AT 5rOELJTE TO LATCH JAMB, TYP. SPACING FOR THE (9) j8 x 1 PEN SCREW ATTACHING THE WINmMMBER ASTRAGAL TO THE NLACTIVE DOOR I5 AS FOLLOWS: TOP DOWN; 1.0', J.0", 5.0' & 19.0'. FROM THE 8017014 UP; 1.0'. 3.0'. 5.0'. 19.0" & 38.0'. SPACING FOR THE (14) ITO x 1 PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR 15 AS FOLLOWS; FROM THE TOP DOWN & BOTTOM UP; 1.0'. 2.S', 4.0". 5.5', 13.0 ; 16.0" & 26.0". SPACING FOR 18 x 1 1/2" PLASCREW IS AS FOLLOWS; TOP & BOTTOM. (2) SCREWS 3.0" IN FROM EACH HORIZONTAL CORNET. FROM THE TOP OF THE FRAME DOWN ON THE SIDES: 3.0'. 13.0 26.0; 39.0', 52.0" & 63.0'. SPACING FOR BRAD TRIM NAIL 3/4" L. ATTACHING THE QUARTER ROUND TO THE SIDEUTE 6 AS FOLLOWS: TOP & SOTTOM; 1.25 IN FROM EACH HORIZONTAL CORNER WITH (1) MORE HAIL IN THE 1RDOLE. SIDES. 1.25' FROM EACH ENO & SIX MORE EQUALLY SPACED ON THE FIELD. WREN ATTACHING THE STRIXE PLATE TO THE JA.U9 AND SLICK USE ja x 2 1/2' PFH WOOD SCREW. WHEW ATTACHING THE STROrE PLATE TO THE JAMS AND SIOELITE AMR AT THE MULLION USE 18 x 2." PFr4 WOOD SCREW. SPACING FOR x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER Yr4R! (j) AIC..1E SCREWS ECUALLY SPACED, A TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION. THE =ELITE 15 SECURED IMO THE SIAELFTF JA43 WITH SILTCONE CAULK ON THREE SIDES & 3/8' x 3X 1/4 ROUND & BRAD TRIM NAIL x 3/4' L. WHEN ATTACHING THE HINGE TO THE JA ma AND BOCK USE $r0 x 2 PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SrDELJ E JAMB AT THE MULAJON USE /10 If 1 3/4" PFH WOOD SCREW. 11 MULLION CAP IS A1TA:HEO TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM j23 A " TRIM HAIL SPACED A MAX OF 1r ore CENTER. SEE NOTE © 4 SHT. s 1.15" MTV. EMS. SEE NOTE 3 SHT. 4 .25' MAX 514A4 TNIC. 4n W N SEE NOTE 6 5#1T. 4 Ll HORIZONTAL CROSS SFONIN 4 AT sr0E1FE TO HINGE .1111 TYP. SEE NOTE 7 SHE 4 LTA L t: tlti 0 sEE trO YE 4 SHY. 4 SEE NOTE 7 SRI. 4 HORINISTAI f r✓1S5 AT S10E11E TO 8 .15' M1N. COUNTERSINK z n7 4 Z' I lama •••• sEE NOTE • • 3 SHT. 4 •••• •••• • • • •••• • • • • •• • •• • • • • r 71IjI •• • • • • • • •• SEE NOTE B SHT. 4 SEE NOTE SEE NOTE 3 SHT, 4 4 SHT. 4 •••• • •••• • •• • • • •••• • • • APpru 1 tbi • FJadds o ur kOr► hlls b... Br A f r. .. • • • • • UM • T 'T' • I` MI 1 9.11r, co 61.88 N • ex1C• Ply • SEUE: •I ° 1 a c^ 04G By a m SHEET 3 T w GI Ar II i 1l.1 L3 ' 5E5 NOTE 6 Sim. 4 --.0 0 1— 5" /-3_ —I t 1 1k 1 I 11 I T(P _ 6 17 t 3 '1 { Tip. 3- A: '(TLr'ry^I :l• In C, niii;;a 1 ieL-ngCd (. U U Ihx a Vaal Clair Prodncl • DI on 1113 / SURFACE 80LT DETA2 i S� PLATE WNDJAMBER ASTRAGAL RETAINER BOLTS HEADER STRIKE PLATE & OPTIONAL SURFACE BOLT STRIKE PLATE I- TYP. SEE DET;.;L 94E ET 6 CO 11 TYP QOUBLE DOOR ANCHORING JCAT1QN$ ASTRAGAL RETAINER BOLT HOLES DUST BE MU.EO T IWVCI THE MES+IOID & £WEO THE TEST SUCH DEEP ENOUGH FOR A 2" THROW DETAIL K_SN.L WINDLIANBER ASTRAGAL RETAINER BOLT HOLES BOLT S IKE PLATE OL SEE DETAIL r SHEET 5 3 � DETAIL K SHT. 5 t r 6" --i 1-- • SEe. DETAIL G SHEET 5 SURFACE Bat MINT RATE ASTRAGAL RETAINER BOLT STRIKE PLATE b ea 1 4 ' ' L m : 4 1 t, DSTAI RE AI NEE p R B Np B B OLT HOLES B OPTIONAL_ SS fR1K E S PL Ar t 3' --� SURrct BOLT STRUCC PLATE SEE OETAIL �x'. G SHEET 5 " t 6 ! 6 ' � ' 1 OPPONAI OFT/4 F IMPERIAL ASTRAGAL RETAINER BOLT HEADER STRIKE PLATE & OPTIONAL SURFACE BOLT VIM PLATE SURFACE BOLT STRWCE PLATE 3 6" 6° J — -• �--3� r ' " .. ,SINGLES DOOR W/SIDELITES ANCHORING LOCATIONS n m 0 0 C.0 C. 0 1 0 o(... ' .00 0 ` C• 0 .. 0 0. 0 0 0 0 n C.00 0 ..• 0 000 C. 00.100.;. C. 0 C. 00 u . _ C . C. 1 0 O C. C. . 0 V V .. (. 0 0 ,.... O (..0 0 C. C. 0 0 C. 4 f. ! Cos- CN N i © I +p r — 2.875' - - l 4.5625 7 // /J 'v1 WOOD FR. Mr .OI GWo RI) rPFACE THRESHOLD f g 1 !OW PROF]LE �/ .050' EXTRUDED ALUWNUJ SURFAC 90 T SIRrKE (EVES STEE N • I_} 454 .25" - I- 1.73" - -1.268" -•1 DOOR STEEL TOP do STOE Sill F .021 - ROLL FORMED STEEL -•j 1.0 ASTR DL lfldM1 44IB( s (WRsBJ T -6050 FXTRUDED AfUMFM.V4 ASTRAGAL HAS (2) 8,0 " L. x .312 OIA. BOLTS 0 BOTTOM & (2) 8 .0" L x .312" DIA. BOLTS 10 TOP COMPRESSION WEARIERSRDP ,$CHI FGEL_Q -LQN ODS 650 0 ODOR sIT t ME CAP BOTTOM .021" ROLL FORMED STEEL { • • ▪ i r 2,375 " —j — I r .125- N I-4 .912 28 PT]OI9J4 . IMP REAL ASTRAGAL EXTRUDED Af U JHUM .075 WALL ASTRAGAL HAS BO 9.0" BOLT O TOP dc312" O1A (1) 9.0" L. x .312' out. BoLr 0 BOTTOM 2.4375" 38 UIF FRAME ODL HP POLYPROPYLENE {T] IERI{OFIL -P6 - 30FM0391) DRILL TRU FOR A 88 MI WOOD SCREW 2PLCS �( — .OSr f 0 3.0 DRILL TRU FOR 4357 OIA. ASTRAGAL RETAINER BOLTS WINDUA.!fSER II WR66J STRIKE PLATE STEEL PLATE 4 • 4 STWFI DOOR H1HGE ,097" MK STEEL BY HAGER •••• • • • • ••••• • • • :1.875" .• • • • • • • • • •• •• •••• WOODLQT, N. 1.71 " 15 • -. • •r• • • • r ApI•r•.e•. p?i aa•iI11 ILe • • "'krill • • • IaI �•. TOAI 1rn a i Aline • eae'... o af .... D . Isla Dv • •• •• • • • • • • • • • • • • •� Caw •13.62 - • 121 • r•• • ms. ere a•_ en 0 CO 0 m 1 N C.' JA N N 0 CO 0 W SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The d submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board Qf Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority 1-laving Jurisdiction (Al U). This NOA shall not be valid after the expiration date stated bclow. The Miami -Dade County Product Cons; ol, Division (In Miami Dade County) and/or the AHU (in areas other than Miami Dade County) reserve the right to. m have this product or material tested for quality assurance purposes- If this product or material fails to perform iry the accepted manner, the manufacturer will incur the expense of such testing and the Al may immediately -revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, -if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been desigted to comply with the High Velocity Hurricane Zone of the Florida Building Code_ DESCRIPTION: Series'"DoorCrafte" 6'8" S/E Outswing Glazed [nscttated Steel Door w/mo Sidclitcs to APPROVAL DOCUMENT Drawing No. S -2103, titled "Steel Edge Glazed Door tv/ & w /out Sidclit b y RSV 107" x 6' - Outswing Unit", sheets I through 7, dated 12/23/01, with revision 1 dated 03/15/02, prepared Consultants, Inc., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miarrti -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each emit shall bear a permanent label with the manufacturer's name or !ciao, 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 ofany 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 claw soar Ile jtdti'ertisi :tg literature. If any portion of the NOA is displayed. then its hall he done in its tintirety,. • •: • • • • • • . • INSFECTIO :'r� Ci4Y nt n,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 OfIicial. This NOA consist .of this jge.l as well as approval document mentioned above The submitt;a tlogutri :nt�LonMs rc�e4 —e -F. .. • • • • • • • • • • .. • • • • • • • ••• • MIAMMACE BUILDING CODE COM PLIANCE OFFIC ` (iiCC/4)- PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) .leld -den, Inc. 3250 Lakeport Drive - Klamath Falls. OR 91601 9£l - 800/l00 'd Z69 -1 •••••• • • • • • • • • • • • • • • • •. • RECEIVED AUG 1 0 205 1 l[A it - COUNTY. FLoR1OA METRO -DADE FLAGLER BUILDING NO wtST FLAGS t R S'FRK 7. SCI TI, (6o7 MIAMi. FLORIDA 331.1) -1:63 (305) 375.2'N)I FAX (305)375.190S NO.& No o2-0109.0t Expiration Date: July 3.2007 Apprusri Date: July 3, 2003 Page 1 • ll 9002 -60 -80 MIAM I-DADE BUILDING CODE COMPLIA ' E RCCO) PRODUCT CONTROL DIV NOTICE OF ACC 02 -0702 03.na'. t►t 1A711 -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 'EST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-290S PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and acccptcd by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sit. Aluminum Single Hung Window Standard w/Ilcavy Duty Meeting Rail APPROVAL DOCUMENT: Drawing No. 2737, titled "Aluminum Single Hung Window (TG -B) ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark. P.13., dated 9/06/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ",'Unless otherwise noted herein. RZ i'tseyAL of this NOA shall be considered after a renewal application has been filed and there has been no • • • ch3fl f c to the aepljeable building code negatively affecting the performance of this product. • T€ LCf1NATIt7N ofthis NOA will occur after the expiration date or if there has been a revision or change in the matepals, use, inai/orinanufacturc of the product or process. Misuse of this NOA as an endorsement of any • prodvfc, for salehadcrtising or any other purposes shall automatically terminate this NOA. Failure to comply • wjJb y sectio=t NOA shall be cause for termination and removal of NOA. ADVFATISEtMENT: The NOA number preceded by the words Miami -Dade County. Florida. and followed by • • thedenyitation datern3y he displayed in advertising literature. If any portion of the NOA is displayed, then it shall • • be done in its eruirvtq. • • • tiy'SI''t;. !A•Cdpy of this entire NOA shall be provided to the user by the manufacturer or its distributors • andsliali be av'vilablt; for inspection at the job site at the request of the Building Official. Thus N�11 revises NOA 11 01- 0516.11 and, consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02 -0702.03 Expiration Date: October 0 -1, 2006 Approval Date: July 15, 2002 Page t Area(FtA2) 0.85 GCp Neg. pressure Positive zone4&5 Negative 50.1 zone4 I zone5 6.6 0.90 -0.99 -1.26 12.8 0.88 -0.97 -1.23 18.4 0.86 -0.95 -1.18 9.8 0.90 -0.99 -1.26 9.0 0.90 .099 -1.26 4.7 0.90 -0.99 -1.26 9.0 0.90 -0.99 -1.26 18.4 0.86 -0.95 -1.18 50.0 0.79 -0.88 -1.04 55.0 0.78 -0.87 -1.02 60.0 0.78 -0.87 -1.01 65.0 0.77 -0.86 -1.00 Pressure p ( Psf ) 0.85 Positive pres. Neg. pressure zone4 I zones 50.1 -54.3 -66.8 49.3 -53.5 -65.2 48.1 -52.3 -62.9 50.1 -54.3 -66.8 50.1 -54.3 -66.8 50.1 -54.3 -66.8 50.1 -54.3 -66.8 48.1 -52.3 -62.9 44.9 - 49.1 -56.5 44.6 -48.8 -55.9 44.4 -48.5 -55.3 44.1 -48.3 -54.8 20.0 0.85 -0.94 -1.16 20.0 0.85 -0.94 -1.16 33.3 0.82 -0.91 -1.09 100.0 0.74 -0.83 -0.94 120.0 0.73 -0.82 -0.92 150.0 0.71 -0.80 -0.89 200.0 0.69 -0.78 -0.85 300.0 0.67 -0.76 -0.79 500.0 0.63 -0.72 -0.72 47.9 - 52.0 -62.4 47.9 -52.0 -62.4 46.2 -50.4 -59.1 42.7 -46.9 -52.0 42.1 -46.3 -50.9 41.4 - 45.6 -49.5 40.5 -44.7 -47.6 39.2 -43.4 -45.0 37.6 -41.7 -41.7 • • • • • • • • • .. • • . .... • • • S. .• •• • •• . • • • • • • • •• •••• • •••• • •• • • • . • • WIN WINDOW# W(in) H(in.) A 19 50 B 37 50 C 53 50 D 37 38 E 26 50 F 26 26 G 26 50 H 53 50 DOOR 6 W(In) H(ln.) 1 36 80 2 36 80 3 60 80 RECEVED JN 1 4 29 PRESSURES for WINDOWS ASSE7 -98 H= 9.3 Ft l B - / 07 /V4 --Cr Exposure Category: C Roof angle= 1.2 degrees Wind Speed: 146 Mph kd: 1 qh( at Mean Roof Height): 46.38 Psf kzt 1 hz= 9.3 Ft Importance Factor,I= 1 Enclosed =l/ Partially enclosed =2/ Ur-endosed =3: 1 /elocity Pressure (To be used for C &C) Pressures (C&C) Negative pressure w/ pos. internal pressure +p= Positive pressure w/ neg. internal pressure -p= qh= 0.00256* Kh* Kzt* Kd* V I = 46.4 psf I p= gh[GCp- (GCpi)) where, Gcpi= -0.18 & 0.18 46.38 *(GCp+ 0.18 ) 46.38 '(GCp+ 0.18 ) Area(Ft"2 Page Design: FO Date: 06/13/05 Checked: MC Date: OUTER INNER • .. • • • • ... • • far bldg <6Q Q,11196 reductieri is applied on GCp coefficients, in case of roof angle < 10 degrees, as per ASCE 7 -98 Fig. 6-5A, item 5 • .. (Use adult �iPaclual pressures are required. • • Note that Cat.0 is used for$ iiklinti 60', otherwise the actual. of Updated on 10/6/2004 0.90 0.18 Pas. Neg.. int Ext press pressure -o.as -0. -1.26 Neg. Ext. ores a Pos. int assure • • • S • .• . • ISIS• C:111vrood mof.xlsJRafer RAFTER RI Rafter span Rafter spacing Left overhang length Angle a Total DL+U. Net uplift at zone 1 Net uplift at zone 2 Uplift at overhang USE —> and has L1 Capacity of and has L2 Capacity of Dade County Appoval No: U left (uplift only)= Check combined stress: Net Uplift(main wind) U = 411 Lbs Force ll to Wall L1= 288 Lbs Force perp.to wall L2= 8 Lbs f combined= S...• • • • 19.00 Ft. 1.00 Ft. 0.25 /12 3.60 Ft. 55.0 Psf 40.1 Psf 49.4 Psf 41.0 Psf NVSTAl2 w/ (9) 10d & 6 -10dx1 1/2" • • • • • . ••• • • • • ISIS • • • • • • • • ISIS • S • • • • •• •• • • • • • • S • • . •• • •••• • • • • • • • • •••• • S. • • • •••• •••• • • •• • • • • • Overhang Zone 2 0.041 Klf 0.049 Klf RAFTER CONNECTOR DESIGN 284 NE 102 ST Zone 1 0.04010f L- 19.00 rt. U= 0.411 K U=0.384K G= 0.523 K G= 0.523 K -M= x= 9.42 FL 9.58 Ft. +M= 1.84 K-ft F "1.33 1221 Lbs 1671 Lbs 1541 Lbs 03-0224.10 Expiration: May 22,2008 411 Lbs < 1221 Lbs OK 411 11221 + 288 / 1671 + 8 / 1541 = 0.5 <1.33, OK Pape of Updated on 10/6/2004 Design: FO Date: 06113105 Checked MC Date: http: / /structural.designplanet. biz arctan a= arctan 0.3 /12 = 0.021 a= 1.19 sin a= 0.021 F= 0.384K x0.021 =0.008K • • • .• C: fwood mof.xlsJRafer Overhang Zone 2 RAFTER R1 0.04110f 0.049 KI( Rafter span Rafter spacing Left overhang length Angle a Total DL+LL Net uplift at zone 1 Net uplift at zone 2 Uplift at overhang USE —> • • • •••.• • • NVSTAl2 w/ (9) 10d & 6 -10dx1 1/2" and has L1 Capacity of and has L2 Capacity of Dade County Appoval No: U left (uplift only) Check combined stress: Net Uplift(main wind) U = 310 Lbs Force /l to Wall L1= 288 Lbs Force perp.to wall L2= 6 Lbs f combined= • • .. • • • ••. • • •••• • •••• • S. • • • • • • • • • • • • •••• •••. • • 14.00 Ft. 1.00 Ft. 0.25 /12 3.60 FL 55.0 Psf 40.1 Psf 49.4 Psf 41.0 Psf 310 /1221 +288 /1671 +6 /1541 =0.4 <1.33,OK • • • • • • IS • S. •• • • •••• • • •..• • . • • • • • • RAFTER CONNECTOR DESIGN 284 NE 102 ST Zone 1 0.040 Klf Us 0.310 K Us 0.285 K G= 0.385 K G= 0.385 K -M= x= 6.89 FL 7.11 Ft +M= 1.01 K-ft F*1.33 1221 Lbs 1671 Lbs 1541 Lbs 03-0224.10 Expiration: May 22,2008 310 Lbs < 1221 Lbs OK Page of Updated on 10/6/2004 Design: FO Daly 0613105 Checked: MC Data http: / /structural.designplanet. biz arctan a= antan 0.3 /12 = 0.021 a= 1.19 sin a= 0.021 F= 0.285 K x 0.021 = 0.006 K • ••• • be iM • ••.••• • • • •. Sx • 14.30 in • > • 10.80 in3 OK )1. •3.45 •• • • ►4y •.. • Z 0.83 in3.... • • • .:1.82 h ..eb• - - • ..�•��_�. • SIZE:[moue v WEIGHT 28.0 Lbs/ft AREA 8.24 in2 DEPTH 8.08 in WIDTH 8.5401n 1 web 0.285 In t flange ; . • 11.485 In ••■•••. • S. • •.. ?ERMAN FLOOR lac. 7Q/I wn4 Need Dab, FL 33114 TwFec g1003714126110$4)3114.03 CyCopy of stee&beam (3 ).**SECTION Beam Datt Materiel . 50 Kei Span length: 18.00 Ft Section convect Point Load Pt P2 P3 P4 P5 P8 P7 P8 RESULT M= 29.16 Ft.IC x12.00: 349.9 in-l( 8„� d s M,, JF 349.9 133.00 = 10.00 Ira3 • Uniform Load: 0.720 Kir 1g="ibroperfi.a a ray upported'ieam • •• • • • • • • •••• •....• • •... • TYPE: [ •.. ..• • • . • • • • • STEEL .BEAU DESIGN ape a Project No: itnat UPDAT ONO: Dale: 08813+06 Cheand: D11u DESIGNPLANET Prog rammed by: Fuat Omarti,P.E. 8.00 II 0.720 Kit Ma R• 6.480 k ms 28.16 Ft-IC (I 9.80 Ft R• 6.480 k Deflection Check: As per FBC'02 1 - 17360 • A=5/48'M'L /E•I= 0.60 in < 0.60 in OK • • •• • • • • • • • • ' •••••• Project Subject: FOOTING Client: Addres: 284 NE 102 ST Page of Updated on 6/27/2002 Design: FO Date: 06 /13/05 Checked: JLE Date: C :\tfooting.xdsISheetl Allow. Soil Pressure= 2.00 Ksf Pa= Ppier 0.25 x 0.25 x 9.00 x Psoil 8.94 x 2.00 x P ftg= 3.00 x 3.00 x 1.00 x 'Total P (Service)= 16.58 kl < == V(Service)= 'Total V service = M= Additional M(due to V x 12.00 = Additional M(due to V x 12.00 = (Total M $ (Service)= e=Ms/Ps= where,d /6= 0.50 Ft SOIL PRESSURE DISTRIBUTION ( CASE I) DL LL f 1= Ps/ A + Ms / S = Ps/A `(1+6e /d)= 1.06 Ksf 0.78 Ksf f 2= Ps/ A - Ms/ S = Ps/A *(1 -6e/d)= 1.06 Ksf 0.78 Ksf f 3 (At column edge)= 1.06 Ksf 0.78 Ksf fc'= 3.0 Ksi fy= 60.0 Ksi Ms(DL)= 3.02 K -Ft Ms(LL)= 2.21 K -Ft M„ (ultimate)= 1.2 X 3.02 + 1.6 X 2.21 = 7.15 K -Ft As 0.18 in2 < -USE As min(0.18 %)= 0.06 in2 • • .• • • • ••• • • • • •••• • • • •• • • • •• • •• • • • •••• ••••• • • • •• • • • • • • • • • • •• • • •••• • • •••• • .• • • • • • < == 0.15 = 0.12 = 0.15 = Dead Load Live Load 6.00 K 7.00 K 0.08 K 2.15 K 1.35 K 9.58 K 7.00 K / 16.58 <d/6, Case 1 f2 1.84 Ksf O 1.84 Ksf 1.84 Ksf (CASE 1 16.58 K 1.06 Ksf =f 3 3.00 CASE 2 e i P kd 12.0 fi • • /0 ? /A' n 5v c &L iuin,Af I i✓i 10 /70 - gS /a # I X7 ,2 • .. • • • • • ••• • • S. • • • • . • •• • • • • •••0 • • • • • • • • • • • •. . • • . • • • • • • • • •• • • • • • •.•• • • • •• 55 • • •••. • • •••. • • •• • • • 84 II k g 4,- 7,, JZ z 3 eg) /S /S p O q 3 I t 12 3 2, S ' )( i z Forri,v B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 12025C0093 J 07/17/1995 03/02/1994 X N/A FOLIO#: 1132060134710 C.O.R.: 3- 0002831 r 10.02 FT BUILDING OWNER'S NAME VLADAMIR VUKOVIC AND JANET VUKOVIC FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING STREET ADDRESS (Including Apt., Unit, Suite and /or Bldg. Number) OR P.O. ROUTE AND BOX NO. 284 NE 102 ST CITY STATE MIAMI FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 1 -2 Block 35 of AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 according to the plat thereof as recorded in Plat Book 10 at Page 70 of the public records of MIAMI -DADE County, Florida. BUILDING USE (e.g. Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) (## - ##' - ##.##" or ##.#### #) SIGNATURE • •. FEMA Form 81-31, JAN 2003 HORIZONTAL DATUM: SOURCE: I I GPS (Type): I I NAD 1927 I I NAD 1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION I_I USGS Quad Map LI Other. NGVD 1929 B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES 120652 B2. COUNTY NAME MIAMI -DADE B3. STATE FL B10.Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. I I FIS Profile I XI FIRM I I Community Determined I I Other (Describe): B11.Indicate the elevation datum used for the BFE in B9: IX I NGVD 1929 I I NAVD 1988 I (Other (Describe): B12.Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? I_I Yes al No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) CERTIFIER'S NAME LICENSE NUMBER Robert Ibarra 6437 aggyjoN D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION TITLE COMPANY NAME Professional Land Surveyor NOVA SURVEYORS, INC. O.M.B. No. 3067 -0077 Expires December 31, 2005 For Insurance Company Use: Policy Number Company NAIC Number ZIP CODE 33138 C1. Building elevations are based on: I I Construction Drawings* I I Building Under Construction* I X I Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR /A, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3.a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion: Datum NGVD 1929 Conversion /Comments N/A Elevation reference mark used 90 Does the elevation reference mark used appear on the FIRM? fXi Yes 0 a) Top of bottom floor (including basement or enclosure) 10.37 ft.(m) 0 b) Top Qr r c? 1igher floor 11.33 ft.(m) . BottoMCf lbwest herizontal structural member (V zones only) N/A ft.(m) • •0 d5 Attaclititi'trjage (t of s N/A ft.(m) • CT • ee Lowest 12lration clf nlacl finery and /or equipment •• servicing the buildititr(Describe in a Comments area.) 11.80 ft.(m) b f Lowed adlpt`ent (fipl5tirdr grade (LAG) 9.75 ft.(m) • b i • q) Highest adi�acent (fifllsnea) grade (HAG) 10.12 ft.(m) f1) No. of parn:anent patiflilQs (flood vents) within 1 ft. above adjacent grade 5 i Total area of all perrria nt openings (flood vents) in C3.h 680.00 sq. in. (sq. cm) This verification fs ttbe signOd old sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I cert y that the ifblfihtion in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ADDRESS CITY STATE ZIP CODE 5582 N.W. 7TIti5T]ZEL , SUITE 202 MIAMI FL 33126 1_1 No DATE TELEPHONE 04/13/2005 (305) 269 -2660 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. 3- 0002831 BUILDING STREET ADDRESS (Including Apt.. Unit. Suite and /or Bldg. Number) OR P.O. ROUTE AND BOX NO. 284 NE 102 ST CITY STATE ZIP CODE MIAMI FL 33138 Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS SECTION C3 (e) LOWEST ELEVATION OF MACHINERY IS THE A/C PAD. SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting infomiation for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is I I I ft.(m) I I I in.(cm) I I above or I I below (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I I I ft.(m) I I I in.(cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. The top of the platform of machinery and /or equipment servicing the building is I I I ft.(m) I I 1 in.(cm) I I above or I I below (check one) the highest adjacent grade. (Use natural grade, if available.) E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? I I Yes I I No I I Unknown. The local official must certify this information in Section SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E am correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME VLADAMIR VUKOVIC AND JANET VUKOVIC ADDRESS CITY STATE ZIP CODE 284 NE 102 ST MIAMI FL 33138 SIGNATURE DATE TELEPHONE COMMENTS LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 -31, JAN 2003 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) SECTION d- COMMUNITY INFORMATION (OPTIONAL) G7. This permit has been issued for: I I New Construction I I Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in ZONE AO) depth of flooding at the building site is: TITLE TELEPHONE DATE • . b • For Insurance Company Use: Policy Number Company NAIC Number 1_1 Check here if attachments 1_1 Check here if attachments The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E) and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. I I The information in Section C was taken from other documentation that has been signed and embossed by a IiceM3 ep lurveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate.thesource enddtite of ¢�. elevation data in the Comments area below.) • • • • . • • G2. I I A community official completed Section E for a building located in Zone A (without a FEMA- issued corpmunit BFETC&';' Zone )e■O. G3. I I The following information (Items G4 -G9) is provided for community floodplain management purpose••, • G6. DATE CERTIFIOI4 COMlLIANtE /OCCUPAF 'I' ••• ISSUED • ••• : :•4 • G4. PERMIT NUMBER G5. DATE PERMIT ISSUED 36•.x. •. -. •.. 'ff.rr t' Datum: • (m) • Datufi;,:.' • • C Vs. • ... 'Y • • . *•• • `I I Check here if attachments REPLACES ALL PREVIOUS EDITIONS FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C -01 Residential Limited Applications Prescriptive Method C SOUTH 7 $ 9 tantaII Add lam, Renovation S siiildIng Systems Cam rrae tdh Meted C d Cheats 6 d M Fo Erwpy Mercy Code mate be dynast sad bribe used Form 8000 -01 ke eddlar d 600 se er• Meta Ise, ea► traami mmparno ' maresaured rolrle, and to PROJECT NAME: AND ADDRESS: •••• OWNER: wK9 pet N _ vulcovt C SMALL ADOMT1O TO EASING RESIDENCES (6M Square eat a lees of =dated ate) Precti.re neuters* in Tables 6C• t, SC•2 end 8C•3 misty an b da anvonnr d te MOW na td the exitmq buldfnp. Spmos hien& cocYtp and ester hntrp equipment sleety Web mat be net ony *hen acupn M i vetied get* is we lie aellon era being g rS d mcaliterAOn vie tie BMW arnshelon. Canpawms eapre tv unoondbmed spaces from core l oned space must nee tie amble renew instates tleeb RENOVATICee Modal' WOO wdrpdq a Ilau.aamtlnp mere Mrs SM: el Oro esensed vWa d tie btlldrlg. RisagWe Neiman* nTat* 8C- 1rrdeC• 2steelyorly+oe+eooneoinendequipl bin; reamed areamed MANUFACTJRED MOVES AND BUILDINGS DdrtiMi <rsisltdcompol515 and *Ins rea mine by tie brm. BUIIDNG SYSIMS Carey •Aan conies row system is Vend. yeses. Print CK 1. Renovation, Addition, New System or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily—No. of units covered by this Submission 4. Conditioned floor area (sq. ft.) 5. Predominant save overhang (ft.) S. Glass area and type: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area S. Floor type and Insulation: a. Slab-on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) O. Wall type and Insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) . c. Marriage Walls of Multiple Units' (Yes /No) 10. Calling type end insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R value) 11. Cooling system' (Typed: central, room unit, package terminal A.C., gas, existing, none) • • • ••• • • • , MAO / role 214 /v E /a A1/•An4 I FLORIDA BUILCNNO CODE — BUILDING I hereby certify that • OWNER AUNT: .... ..._ __.... DATE.. . BUILDER: OFFICE: 12. flee! syrstem heat pump, elec. strip, natural gas, LP. gas • gas h.p.!reem or PTAC, existing, none) • • 13. Air Diat.lbution em': a. aackflbw dagtpsjof single package systems' (Yes /No) • • b. ducts mahlikpi Walls adequately sealed' (Yee/No) 1S. Hot wsteAsystsnS: • • (Types:,ptsc., natural Qas ther, existing, none) • • • •'.Pertains to ryrifxstsctursQ. fum with site tnstatled components. • • • ••• es • •••• • •• • PERIMT NO. - T TT1 he olisn e o t o Ih• •I1 .. will �aplfic r�5f�vp�J� by the ce1CUle are cnmplienoerpt t% rely 5 " L 3 ,/ ►res►Aerso e r: .. . . . j L : .. DATA: . . _. ailing is In cornpiience with the Flonce Energy C n , os 2. 3. 4. Sa. Sb. 7. aa. Sb. Sc. ad. 8e. 1Oa. lob. 11. _AA 349 a CLIMATE ZONE: 7 JUMSOSCTION NO.: Single Penes Double Pan. 51 sq. ft. sq. ft . sq. ft. sq. ft. /b 9 % Rs . . Rs — Ra Rs _ ____ 9a -1 Re 5 9a -2 Ra 9b-1 R@ 9b-2 Rs Sc - -- -- - - -- /4 lin. ft. — sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. - sq. ft. sq. ft. 34 9 sq. h. Cr'NTR /t i Ra Rat Type: SEER/EfR: 12. Typo: Ec I' $ TX/ MSPF/COP /AFUE: _ r 13a 13b. 14. Typo: EF: B • r Review o1 l orda dens and specdicrlons wlef :h• F Enegy Code. eupeetAd tar CamplInC WILDING OFFICIAL: OATS; .... _ red by this Cori • wen d KIC I2©013 61‘ sq. ft. sq. ft. 15.205 • • • • ••• • • •• • • 11. Hsstinpsystem': heat pump, elec. strip, natural gas, LP. gas. • gas h.p.aeon or FTC, existjpg, none) • • 13. Air Distribution $yu*eln•: a. flapjcppw darjtpel et single package systems' (Yes /No) b. Ituctsbn maMegewalls adequately sealed' ( Yes/No) Hot caster syste let:' • • . • (Types:eleC., natural $as. other, existing, none) • • •••• • • • • 3'J'ertain%to rualnufactured homes with sit instatted components. • • • • • • • • • • • •• • •' • 1 «:mRsreb deltlitt t tR. • la. and o flc o ,7 by the ceku* ire O wi.'llre,� ti F .. nay `J L 3 mares= er: 1 : 4... a DATE: t hereby certify that • riding is in compliance with the Flor4a Energy C OWNER Mimi: _.. .. ... DATE. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 6000 -01 Residential Limited Applications Prescriptive Method C SOUTH 7 6 9 awsU AdXNttese, Ilanowttions a adding systems Comer* m i t t Meted C d Cheer 6 of tie Flute Erergy Mine Coda trey tx drum* byte used ram AOOCOI b addition of MO seas bet a ttm. als. haft orporen sealed red tones. std to L • '1 S. L" PROJECT NAME: AND ADDRESS: OWNER: BUILDER: PERMITTING OFFICE; PERMIT NO. :f�` SMALL Apomo s To EXISTING RESIDENCES 000 Sere by a teea of aondto ed dui Pre c n d h e lfRevrrhe n TR W 6C• I , tC -2 aid 60•3 sDDh odj b de oatoorerte d to ear. rot t0 Ms exbdrig buidtng. Seto huOrp, codas al** hefting element eMclen y teat must be mss ady •h1n b'rattled spa** b s rt the ashen or is being read n oattttcedn sift rim add* oonsticial. Coneonci e stparetlrg uicatdtlored suss lam aorrdiared spans nut m g t to pescrbsd *into *them * e ta RBIOVATIO 1S (RWdertli txi lms unt ergoing rsna'Mons coats neon etrl 3OI: d th assessed valued the Wet PtIsalatvs a q u r s r n e n t s n TebM* 6C•1 and 1C$ apply care to odtparrtts end ***milt Rho?sr d or *lad. MANUFACTURED ttONES AND BUILDINGS 0* istaNbd Comment and leans es coo* by riit tam BUILDING SWIMS Cartply elan whets new system is iratassd Please Print CK 1. Renovation, Addition, New System or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily -No. of unite covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant save overhang (ft.) 5. Glees area and type: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 6. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (A- value) 9. Wall type and Insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (insulation R- value) c. Marriage Walls of Multiple Units' (Yes/No) 10. Ceiling type and insulation: a. Under attic (Insulation A- value) b. Single assembly (Insulation R- value) 11. Cooling system* cTypet: central, room unit, package terminal A.C., gas: existing, none) FLORIDA BUILDING CODE - BUILDING • 1. 2. 3. 4. 5. Single Pans Double Pane ea. 51 sq. ft. _,_ sq. ft. 6b. _ ____ sq. ft. sq. ft. 7. % 6a. Rs D _ '4 lin. ft Rs .- sq, ft. Sc. Rs - - sq. ft. Sd. Rs - - sq. tt. be. Rs - - sq. ft. 9a -1 98 -2 13a. 13b. 14. _ $. 349 ' Rs I Rs 9b-1 Ra 9b-2 R= 9c 5711( sq. ft. sq. ft. sq . ft. - sq. ft. 10a. Rs _.. - sq. ft. 10b. Rs /9_ 349 • sq. h. 11. Type: rr NTRA SEER/EER: .. / 12. Type: F i. E' J 7 / P HSPF/COP /AFUE: Type: .4 EF: ,Q4 Rsvisw of plans and speciticshons • red by this won the Florida Emotes Coos. construe WINNOW tot compares c•F • won IliALPNO OF IClAL: 13.206 • •. • • • • • • • RESTRICTIVE COVENANT DECLARATION OF USE VI � a vic' PREPARED BY: KNOW ALL MEN B THESE PRESENTS: WHEREAS, the undersigned \J4- 4J) 1 Hi (,j k o Vi are the fee simple owner(s) of the following described property situated and being in Miami Shores Village, Florida: Lot(s) l , Block C of /1Y ,N / (Subdivision), A.K.A. (address) / according to the plat thereof, as recorded in the Plat Book /0 Page 7) of the Public Records of Miami -Dade County, Florida, and Whereas, the undersigned owner(s) ✓ H(/v I "t/ VC( r-A desire to utilize said Lot(s) as a single building site, and the undersigned owner(s) do(es) hereby declare and agree as follows: 1. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That the use of the property or building will be as follows: NOW, THEREOF, for good and valuable consideration, the undersigned do(es) hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance of said Village then in effect. IN WITNESS WHEREOF, the undersigned has/have caused hand(s) and seal(s) to be affixed her • o is day f _ 20 •• • • • • TNESS(ES) • •• • • 4 is cr• ind Prijit • • • • • • Vi:pp Signature and Pray • • • •••• STATE OF FLORIDA): CONY OF MIANIS DADE): • CEIW: hat on this day personally appeared before or has produced e ac owledge that he/she executed the foregoing, freely and SWORN TO AND SUBSCRIBED before me on this My commission expires G \I.6 V DECLARATION OF USE Mabel Varg �`gpPY PV6 $ Commission fl)231984 NO Expires: Ju 3, 20e • oF. Bonded Thru t!::rtir !n, e Signature and Print Signature and Print me who is personally . (type of identification) as identification and voluntarily, for purposes there in expressed. kl /.vv' «°cK4f$ b .33„/9 ' o % \ .. z�r - 2 or • 4••• • . I% •••• • . • ' P3 °° • ::;: o� ..• • E. Wiz. -lj° \ /�, �•.. . ` ` ♦ \ ' • a a ^fin _ : �•.. 1 •• • ••...• t... .. Ni. A . A ' • : .. ' F Fr_ ft.3 Ii); . . 4- ••• • • • • O /7 A'S , a - o4 vo t \ •\ . • /3/0 a--- 0 • o h d 'b - t MIMES, 5582 N.W. 7th STREET SUITE 202 MIAMI FLORIDA 33126 TELEPHONE; (305) 264-2660 FAX: (305) 2640229 / C// .fiNd 20 Nana ururinrii Alt LAND SURVEYORS BOUNDARY SURVEY Scale 1" = O 2400 =.39 e 89 °6 ? 'i8 T= z.? 9 5 / e 1 32 SURVEYNO.`5 7c54"6/ SHEET NO. 2 OF 2 6 j - 0772! r:� e IS ,SG 14 •• T? • It, ' .. I . I .. 2O 21 . 2L 1 23- S,` I Property Address: 284 NE 102 ST, MIAMI, FL 33138 For: VLADAMIR VUKOVIC IC: 9 I 7 . 6 19 EC E1 Tz Z5_ A -ARC. A/C - AIR CONDITIONER PAD. A.E. - ANCHOR EASEMENT. A/R - ALUMINUM ROOF. A/S - ALUMINUM SHED. ASPH. - ASPHALT. B.C. • BLOCK CORNER. BLDG.. BUILDING. B.M.. BENCH MARK B.O.B.. BASIS OF BEARINGS. C.. CALCULATED. C.B.- CATCH BASIN. C.B.S . CONCRETE BLOCK STRUCTURE CBW - CONCRETE BLOCK WALL CH. - CHORD DISTANCE. CH. B. - CHORD BEARING. CL • CLEAR C.LF.. CHAIN UNK FENCE. C.M.E.. CANAL MAINTENANCE EASEMENT. CONC.. CONCRETE. C.P.. CONC. PORCH. C.S.. CONCRETE SLAB. D.E. . DRAINAGE EASEMENT D.M.E.. DRAINAGE MAINTENANCE EASEMENT. DRIVE.. DRIVEWAY. o . DEGREES. E.EAST. E.T.P.. ELECTRIC TRANSFORMER PAD. ELEV.. ELEVATION. ENCR.- ENCROACHMENT. F.H.. FIRE HYDRANT. F.I.P. • FOUND IRON PIPE F.I.R. . FOUND IRON ROD. F.F.E.. FINISHED FLOOR ELEVATION. o 15 I% I 3O T .50 102 IOW 50 LOCATION SKETCH . Scale 1" = 0 assmatammusaisermia F.N.D.. FOUND NAIL & DISK FT.. FEET. FNIP. - FEDERAL NATIONAL INSURANCE PROGRAM. F.N.. FOUND NAIL H.. HIGH (HEIGHT). IN. & EG.. INGRESS AND EGRESS EASEMENT. LP.. UGHT POLE. LF.E. - LOWEST FLOOR ELEVATION. LM.E. - LAKE MAINTENANCE EASEMENT. MINUTES. M. • MEASURED DISTANCE. MON.. MONUMENT. MM.. MANHOLE MA-. MONUMENT UNE. N.AP. - NOT A PART OF. NGVD- NATIONAL GEODETIC VERTICAL DATUM. N.. NORTH. N.T.S.- NOT TO SCALE. • - NO.. NUMBER. OIS - OFFSET. OH.. OVERHEAD. O.H.L- OVERHEAD UTIUTY UNES OVH. - OVERHANG. O.RB. - OFFICIAL RECORD BOOK PVMT. - PAVEMENT. PL - PLANTER. P/L • PROPERTY UNE. P.C.C. - POINT OF COMPOUND CURVE. P.C.. POINT OF CURVE. PT. POINT OF TANGENCY. FOC. - POINT OF COMMENCEMENT POD. - POINT OF BEGINNING. '.°• al I P.R.C.. POINT OF REVERSE CURVE. PROP. COR..PROPERTY CORNER. P.B.. PLAT BOOK PG.. PAGE. PWY . PARKWAY. PRM - PERMANENT REFERENCE MONUMENT. P.LS.. PROFESSIONAL LAND SURVEYOR R.. RECORDED DISTANCE. RR.. RAILROAD. RES. • RESIDENCE. RAN.. RIGHT -OF -WAY. RAD.. RADIUS OR RADIAL RP.. RADIUS POINT. ROE - RANGE. SEC. - SECTION. STY. • STORY. SWK . SIDEWALK. S.I.P.. SET IRON PIPE LB. 116044 S.. SOUTH. S.N.D.. SET NAIL& DISK LB.•6044. SP.. SCREENED PORCH. ". SECONDS. T.. TANGENT. TWP.. TOWNSHIP. U.E.. UTIUTY EASEMENT. UTIL • UTILITY. U.P.. UTIUTY POLE. W.M.. WATER METER. W.F.. WOOD FENCE: W.S. • WOOD SHED. A - CENTRAL ANGLE. W. WEST. CENTER UNE ANGLE. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): • EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK. UNLESS OTHERWISE SHOWN. THE TERM *ENCROACHMENT MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS AND THEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORmES IN A NEW CONSTRUCTION. UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND/OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. D. THIS PLAN OF SURVEY. HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THE C=Fr:n AT . C3ES NOT E:7END TO ANY UNNAMED PART': THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE N N. 0.00 Situated in Zone: X Community /Panel /Stffix: 120652- 0093 -J• ;Date of Firm: 07/17/1995 Base Flood Elevation: ;Certified to: VLADAMIR VUKOVIC AND JANET VUKOVIC Survey of Lot: 1 - 2 Block: 35 Subdivision: AN PLAT OF MIAMI SHORES SECTION NO. 1 According to the Plat thereof as reco in the Plat Book No. 10 at Page No. 70 of the public records of MIAMI -DADE County, Florida. Lk- ?3 <I ri .. I I .. I • I Asa �3� ! k STR ' '.T C W STDET �. 'sr \ . Date: 03/11/2003 LEGEND TYPICAL WOOD FENCE. CHAIN LINK FENCE. C.B.S. WALL (C.B.W.) ; EXISTING ELEVATIONS.' PROPOSED ELEVATIONS. • • • • • • ••• •• 1}IF SHOWN, SARE REFERRED TO AN /MUM/ ID MERI EP SIMPLAT IN THE DESCRIPTIOhl OF THE RO IFNOT, THEN BEARINGS AP Ic REVERSED TO COUNTY • LE TOWNSHIP MAPS. R- • • 2). IF SHOWN, EVATC A4E REFERRED W) • BM• H - 391 9. 80;_ OFN.G.V.D. • • ••• ,•. • • •••• •5 • ..• 3). THIS IS A SPECIFIC PURPOSE SURVEY. • 4). THECLOSURE IN p•g•qbMYDARY SURVEY IS • ABOVE 1:7500 FT • • • I HEREBY CERTIFY: }� 'BOUNDACIMAVEY' OF THE PROPERTY SCI1I HEREON,rIC• • RECENTLY S AND DRAWN UNSER MY • SUPERVISION, COMPUES WITH THE MINII* • TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 610174 FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY IBARRA (DATE OF FIELD PROFESS] • NAL LAND SURVEYOR NO...e STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). • • • • • • • • • REVISED ON.Tt9 4✓77 ✓r�"�� REVISED ON q - -0 5 dIWA no/15 SEAL • • 3,11 -03 FLORIDA ENERGY EFFICIENC CODE FOR BUILDING CONSTRUCTION FORM $OOC -01 Residential Limited Applications Prescriptive Method C SeUm 7 9 9 tenet addttloas, Senowilehs a Sulking systems Catdietb sit Method C el New 6 a a Flags Briny Oldexy Coca may 0e derrontand by la • L'.: • 71 • .t L' .: L.: r - -1J •:. PROJECT NAME: igdpi rraN AND ADDRESS: Z 14 N E /D z fit La i OWNER: vLD,UIM A e. V. SMAti ADO(104s TO D STING RESIDENCES (bo) Scare testa as cr mMewed ens) Preeedke naaerwe n Teem 6C• I, SC-2 and 5.3 eriy ore to the meows of the added i. as o to exiting buidirs, Sipros hotting, co*, 3rd wear mein equipment elticlercy larab met be met cirri awl wren I retied pedlic* b sera the edWon or Is beiig twist in mimeo Olds IOW castuaar. Canpewe want" unix akele spades ban corellaed was mut net tie Presated retinas iwlten Ness RENOVATIONS Weedier Utlldttpl irbergoeig wagons cagey more Slat 101• ol the amend react M Wet Palates regrew* in tease 6C-I era OC.2 Kea coy a ale conesins end soarreril. Wire rversid wised. MANUFACTURED FOES AND BUILDINGS Orki sielredied convene+e e an otwtnd by ha bm. SUnDNG SYS73 S Canply st en umtpkte row system 0 reeled. Pins* Print CK FLORIDA BUILDING CODS -- BUILDING r✓ PERMIT NO. 1. • Renovation, Addition, New System or Manufactured Mame 2. Single family detached or Multifamily attached 3. If Multifamily --No. of units covered by this submission 4. Conditioned floor area (sq. ft.) S. Predominant cave overhang (ft.) 6. Glass area and type: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and Insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (A- value) 9. Wail type and insulation: a. Exterior: 1. Masonry (insulation A- value) 2. Wood frame (Insulation A- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units° (Yes/No) 10. Ceiling type and Insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system' (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Nesting system': (Types' heat pump, elec. strip, natural gas, L.P. gas. gas hp.. room or PTAC, existing. none) 13. Air Distribution System': a. Backflow damper or single package systems' (Yes /No) b. Ducts on marriage walls adequately sealed' (YeelNo) 14. Not water system: (Types: elec., natural gas. other, existing, none) • Pertains to manufactured homes with site installed components. geed Fam 0:0C 431 lot seen d 600 allies led Or Ns+. air tuft comment nartpceaed rates, arm BUILDER: PERMITTING OFFICE: I hereby certify that the .la.. and �p�p4flc. • v . by the celcutatl are cnmpihnce vm Nta F net py� 4 3 0 s I hereby certify that . Ming is In compliance with the Florida Energy C e OWN[M AOLNT: . _ DATE. I. 2. S ` 0 3. 4. 3 4 f a ' Single Pane da. 61 sq. ft. Sb. . sq. ft. 7. lb ' 9 % Ea. 8b. Sc. ed. 8e. OATS: R• O Ra R: Ra Re_ _____ CLIMATE ZONE: 7 Jlimis0ILMON NO.: 8 Double Pans sq. ft. sq. ft. 44 lin. ft. sq. ft. - sq. ft. - sq. ft. sq. ft. ea -1 Rot 5 57 i sq. ft. ea-2 Rs - � ., _ sq. ft. 0b-1 Ra 9b-2 R:a - 9c Review of pans and speediest . red w t Fronde Energy Cods. comer inspected for compile GUILIANO OFFICIAL.: sq. ft. - sq. h . • 10a. Rs sq. h. 10b. Re _ 2../1_, sq. h. 11. Type: et NTR SEER/EER: _ -.. /t 12. Type: Ec ee s r,/ e NEPF/COP /AFUE: - 13a 13b. - 14. Type: Lei C K EF: 3 4o o r t . 41) wA be ■7 13.206