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BP-03-1676 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 136403 Permit Number: BP2003 -1676 Scheduled Inspection Date: February 26, 2010 Permit Type: Imported Permit Inspector: Bruhn, Norman Inspection Type: Final Building Owner: FREDERICK, NORMA Work Classification: Addition Job Address: 500 NE 90 Street Miarrr` :` ,ores, FL - - Phone Number Parcel Number 113206020001 Project: <NONE> Contractor: HOME OWNER Building Department Comments ENCLOSE 1 FLOOR PATIO AND ADD NEW KITCHEN ON 1 FLOOR AND NEW BEDROOM REVISION APPROVED 9/4/07 1 spoke with Ms. frederick and informed of renewal fees. 30 days to rtenew or code violation to be issued. NB 8 -4 -09 Inspector Comments Passed ',, �� Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 25, 2010 For Inspections please call: (305)762 -4949 Page 6 of 11 Certificate of Occupancy Y R : , Miami Shores Village 10050 NE 2 Ave, Miami Shores Fl, 33138 Tel: 305 - 795 -2204 Fax: 305 - 756 -8972 , Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in 3 = t ' ' compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: P 1 9 9 9 9� Permit Type Residential Construction Bldg. Permit No. BP2003- 1676 Owner NORMA FREDERICK Contractor HOME OWNER • � Subdivision /Project <NONE> Date Issued 03/17/2010 - �� Construction Type ADDITION 11n Occupancy Single Family �� 4 500 NE 90 ST' w , Miami Shores FL 33138 -��, L ocation poll Non Building Offic Approval orman ruhn, Not Transferable , POST IN A CONSPICUOUS PLACE p ,. y��•31 =1 �' �~ P: . *., aE��.�il ..d+�� S F .3G' �, I +► � j? Miami Shores Village B ui ldi ng Permit 10050 NE 2nd Avenue ... Phone: 305 - 795 -2204 Permit Number: BP2003- 1676` �ttR Printed: 7/21/2004 Page 1 of 1 Applicant: NORMA FREDERICK Owner: FREDERICK NORMA JOB ADDRESS: 500 NE 90 ST Contractor SEBAI CONSTRUCTION COMPANY Contractor's Address: 11201 SW 60 AVE * * *" Local Phone: 786- 663 -4216 Parcel # 1132060200010 Legal Description: EL PORTAL SEC 4 PB 12 -56 ALL BLK K LOT SIZE SITE VALUE OR Fees: Description Amount FEE2004 -7238 Building Fee $1,759.26 Total F FEE2004 -7239 CCF $36.00 i is 90 FEE2004 - 7240 CO /CC $50.00 Total Recei S: q FEE2004 -7241 Training and Education Fee $12.00 I Li a t FEE2004 -7242 Technology Fee $43.98�� FEE2004 -7243 Scanning Fee $60.00 FEE2004 -7244 Radon $1.70 FEE2004 -7245 Zoning Review $80.00 2r FEE2004 -7246 Builders Bond $300.00 I V - Total Fees: $2,342.94 Permit Status: APPROVED Permit Expiration: 2/21/2005 Construction Value: $58,642.00 Work: ENCLOSE 1 FLOOR PATIO AND ADD NEW KITCHEN ON 1 FLOOR AND NEW BEDROOM Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 136118 Permit Number: BP2003 -1676 Inspection Date: February 23, 2010 Permit Type: Imported Permit Inspector: Bruhn, Norman Inspection Type: Final PE Certification Owner: FREDERICK, NORMA Work Classification: Addition Job Address: 500 NE 90 Street Miami Shores, FL Phone Number Parcel Number 113206020001 Project: <NONE> Contractor: HOME OWNER Building Department Comments ENCLOSE 1 FLOOR PATIO AND ADD NEW KITCHEN ON 1 FLOOR AND NEW BEDROOM REVISION APPROVED 9/4/07 1 spoke with Ms. frederick and informed of renewal fees. 30 days to rtenew or code violation to be issued. NB 8-4 -09 Inspector Comments Passe WC:-;'Z) Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 February 23, 2010 Page 1 of 1 Ell K �{ ■\ & CAW AWW CT 373 N.E. 92ND 5WEF MIAMI SHM M H.A. 33135 754-231$ o r 745 - ICK FL. LIC # Nt 009074 Date: February 10, 2010 Village of Miami Shores Building Department 10050 N.E. 2 nd Avenue Miami Shores, Florida 33138 Re: Permit # RCO3 -1676 Family room/kitchen addition Frederick Residence 500 N.E. 90th Street Miami Shores, Florida 33138 Folio # 11- 3206 -020 -0010 Attn: Building Department, I, Mark A. Campbell, having performed and approved the required inspections at the family room/ kitchen addition. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced family room/ kitchen addition are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as-built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with section 307.2 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not hesitate to contact me. cer Mark A. Campbell, Architect State of Florida: #0011074 Frederick CO family room itr 2 -10 -10 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I nspection Number: INSP- 136119 Permit Number: BP2003 -1676 Inspection Date: February 23, 2010 Permit Type: Imported Permit Inspector: Bruhn, Norman Inspection Type: F. Insulation Certificate Owner: FREDERICK, NORMA Work Classification: Addition Job Address: 500 NE 90 Street Miami Shores, FL Phone Number Parcel Number 113206020001 Project: <NONE> Contractor: HOME OWNER Building Department Comments ENCLOSE 1 FLOOR PATIO AND ADD NEW KITCHEN ON 1 FLOOR AND NEW BEDROOM REVISION APPROVED 9/4/07 1 spoke with Ms. frederick and informed of renewal fees. 30 days to rtenew or code violation to be issued. NB 8-4 -09 Inspector Comments Passed ;'; Failed El Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 February 23, 2010 Page 1 of 1 0 �5, 1 K A CF pv Av cT 373 N.C. 92ND T MIAMI SK UL nA. 33738 744 -231 Sip t 15S-7 Date: February 10, 2010 FL Ur- AR 00DO74 Miami Shores Village Building Department 10050 N.E. 2 Avenue Miami Shores, Florida 33138 Re: Permit # RCO3 -1676 Family room/kitchen addition Frederick Residence 500 N.E. 90th Street Miami Shores, Florida 33138 Folio # 11- 3206 - 020 -0010 Attn: Building Department, I, Mark A. Campbell, having performed and approved the required inspections at the family room/ kitchen addition. I hereby attest to the best of my knowledge, belief and professional judgment, the insulation at the family room/ kitchen conversion was installed in compliance with the approved plans and other approved permit documents. Should you have any questions or need any additional information please do not hesitate to contact me. Si ely, A . Mark A. Campbell, Architect State of Florida: #0011074 Frederick CO family room insulation itr 2 -10 -10 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INS P- 136115 Permit Number: BP2003 -1676 Inspection Date: February 23, 2010 Permit Type: Imported Permit Inspector: Bruhn, Norman Inspection Type: F. Termite Letter Owner: FREDERICK, NORMA Work Classification: Addition Job Address: 500 NE 90 Street Miami Shores, FL Phone Number Parcel Number 113206020001 Project: <NONE> Contractor: HOME OWNER Building Department Comments ENCLOSE 1 FLOOR PATIO AND ADD NEW KITCHEN ON 1 FLOOR AND NEW BEDROOM REVISION APPROVED 9/4/07 1 spoke with Ms. frederick and informed of renewal fees. 30 days to rtenew or code violation to be issued. NB 8-4 -09 Inspector Comments Passed %�� / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 February 23, 2010 Page 1 of 1 O F P " EST CONTROL, INC. CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 1816.1 Purchaser's Name and Address: Sebai Construction / Norma Frederick 500 NE 90 Street Miami Shores, FL 33138 Treatment Site: 500 NE 90 Street, Miami Shores. FL 33138 Project: Residence Kitchen addition Permit No.: 1676 Square Footage: 200 Number of Gallons: 20 Chemical: Cypermethrin Product: Cyper TC @ 0.25% Number of structures treated: 1 Technicians Name: Breck Bishop Date of Completion: 02/22/10 Time & Date: 02/22/10 11:00 am Accurate Pest Control, Inc. hereby confirms that this building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Guarantee None X 1 Year Renewal Yes 5 Years No X LICENSE NO. JB 1752 ACCURATE PEST VQNTROL, INC. BY: 1 � - -W Harvey Smades, President Revised on 06/01/08 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 - 584 -8588 • 1 -800- 749 -8588 • FAX: 954 - 584 -6117 0 O?PEST CONTROL, INC. LICENSE# JB 1752 Certificate of Compliance for Termite Protection (as required by Florida Building Code (FBC) 1816.1.7 Sebai Construction / Norma Frederick 305- 741 -1230 500 NE 90 Street, Miami Shores, FL 33138 Residence Kitchen addition Permit#: 1676 Method of Termite Treatment Prevention Treatment- soil barrier wood treatment, bait system, other (describe) k The building has received a complete treatment for the prevention of subterranean termites. Treatment is in acc ance with rules and laws established by the Florida Department of Agriculture and Consumer Servi Authorized Signature 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954- 584 -8588 • 1- 800 - 749 -8588 • FAX: 954 - 584 -6117 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 136114 Permit Number: BP2003 -1676 Inspection Date: February 23, 2010 Permit Type: Imported Permit Inspector: Bruhn, Norman Inspection Type: F. Elevation Certificate Owner: FREDERICK, NORMA Work Classification: Addition Job Address: 500 NE 90 Street Miami Shores, FL Phone Number Parcel Number 113206020001 Project: <NONE> Contractor: HOME OWNER Building Department Comments ENCLOSE 1 FLOOR PATIO AND ADD NEW KITCHEN ON 1 FLOOR AND NEW BEDROOM REVISION APPROVED 9/4/07 1 spoke with Ms. frederick and informed of renewal fees. 30 days to rtenew or code violation to be issued. NB 8-4 -09 :3 lLX Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For inspections please call: (305)762 -4949 February 23, 2010 Page 1 of 1 PROCESS# FEDERAL. EMERGENCY MANAGEMENT AGENCY O. M.B. No. 3067 -0077 FOLIO# NATION- FLOOD INSURANCE PROGRAM Expires DECEMBER 31, 2005 ELEVATION CERTIFICATE C .O.R. EL - 10.43 k Read the instructions on p ages 1- 7. SECTION A -PROPERTY OWNER INFORMATION Fa Irwijx a Corny Use: BUILDING OWNER'S NAME Pdw- y-Nutnber .. NORMA FREDERICK BUILDING STREET ADDRESS (Including Apt., Unit, Sude, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. sCompany NAIC Number 500 N.E. 96 STREET CITY STATE ZIP CODE MIAMI SHORES Florida 33138 PROPERTY DESCRIPTION (Lot and Bloch Numbers, Tax Parcel Number, Legal Description, etc.) ALL OF BLOCK K, "EL PORTAL SECTION 4T PLAT BOOK 12 AT PAGE 56 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Residestiliai LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): or ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map © Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM} INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY N A4BER B2. COl1N1 Y NAME t33. STATE VILLAGE OF MIAMI SHORES/ 120652 MIAMI DADE FLORIDA B4. MAPAND PANEL B5. SUFFIX B6. FIRM INDEX DATE B7. FIRM PANEL �! BR BASE FLOOD ELEVATION(S) NUMBER J 32 -94 EFFECTIVEPElASED DATE BB. FLOOD ZONE(S) (Zone AO, use depth of flooding) 0093 1 7 -17 -95 ° X ° NIA B10. Indite the sourced the Base Food Elevation WE) data or base flood depth entered in B9. ❑ FIS Profile X FIRM E Commur* Determined ❑ Other (Descrthey B11. Indicate the elevation dalam used far the BFE in B9: X NGVD 1929 ❑ NAVD 1988 E Odd (GAes7lae): 812. Is the bolding bcatiad ir; a Coastal Bonier Resouces CBRS area cr Oti erWw Probc1od Area Of'A)? ❑ Yes X No Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Blending elevations are lased on: ❑ Cor>st dm Drawings'' ❑ Buiking Under Construction' X Finished Cot>siradw 'A new Elevadm Cadcale vA be r+e#W when consbtx6on of the builft is complete. C2. Br ing Diagam Numbar l (Select the bukk g daagam nwst similar to the tnticing for is - see pages 6 and 7. 1 no diagram accurately represents the btklirrg. provide a sketch or ombgraph.) C3. Elwations— Zones Al", AE, AR A (with BFE), VE, V1 V30, V (wiM BFE), AR, ARIA Ali, 0 Complete Items C3. below as ordng to the hMrig draga'n specA d h km C2. State the If dfferert Iran the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field nleami nerds and provided or the Comments area of Sedan D or Seaton G. as appropriate, to dw ment the datum conver'siat. Datum NGV029 NONE Elev on reference mark used CTY toes the elevation reference mark used appear s FI X No • a) Top of bottom floor (ird ding basawt or en)osure) 4 41 �(m) N CHARLES W. CARR • b) Top of red higher floor 19 . 41 t(m) M • c) Bottom of lowest haemW eArctu►al member (Vzories only) NA, _ I.Im) E a .3ANUAR'1 29,2004 • d) Attached garage (kip of dab) 11 — � ft (m) E s STATE OF • e) Lowy~ st6wafiwofm9dttteryand1orequ0Tat o e FLORIDA PLS NO. servicing the bukkq pwabe in a Ccmrr ln� area) • t) Lowest ascent Cfa d eo grade {LAG) 11 _ U UM) UM) z in • g) Highest adja W (finished) Wade "(3) 11 . Aft(m) • h) No. of pw nanent openings (flood verds) wlho 1 tL abwe maid gads NIA • ) T oter area d ai pe nmmt openings I verib) in C3.h Nt!A sq rn. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to y elevatthn information. I certify that the information in Sections A, B, and C on flits cerfifrcate represents my hest efforts to interpret the data available. I understand that anj false statement may be punishable by fine or imp risonment under IS U.S. Code, Section 1001. CERTIFIERS NAME CHARLES W. CARR LICENSE NUMBER PLS NO. 1060 TITLE PRESIDENT COMPANY NAME CHARLES W. CARR LAND SURVEYOR ADDRESS CITY STATE ZIP CODE 9245 S.W. 44TH STREET MIAMI FLORIDA 33165 S IGNATURE i'-�� , DATE TELEPHONE '�' � — JANUARY 29im 2004 (3051221 -3416 - NAPORTANT: In Srese the wmqwdM information from Section A For Insumme C ompom use BUiLDNG STREET ADDRESS (Inducing Ap(., Unit. Suite, mx" Bldg. No.) OR P.O. ROUTE AND BOX N0. limber 500 N.E. 90T" STREET CITY STATE BPCODE CorrparHNAcZWK MIAMI SHORES FLORIDA 3313E SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy Math sides of tfgs Elevation Catficate for (1) wffnun ly ofx* (2) irnsurarrce agw*anparny, and (3) bukkV mm. ❑ Check here ff atb3d rents SECTION E BUILDING ELEVATION INFORMATION (SURVEY NOT R EWRED) FORZ AO AND ZONE A (WITHOUT BFE) For Z OA � zone A�uiBFE), canplele Inertia El th+oro Ea if the ©wagon Cabs * is in m&dfor use as uffaft ownebon lbr a LOMA or LOW Section C nest be om pleled see 6 and 7. If no dagant ccr aratety Et. Bcslcing Diagam Nur�ber _(Select the bnrldng diagam mast silvan b the hAft for witch ft is being eerrnpieled — pages r+epresenis the bulkier pvAds a sketch or phobgaplt.) E2. The top of the bootlom floor ('educing basgrnernt or encimse of fhe hAdng _ tt(m) Me dea) ❑ above or ❑ bebN (check one) the hest a grade. (Use natural grade, f w& E3. For Buffing Diegaams 6S with openings (see page 7� Ere next higher door or efeueled float b) dthe buiding i — IL#n) _in.(arr) atx�re the ttigtrest adjacent grade. Complete items C3.h and C3.i on frond farm. E4. For Zone AO o*d 9 no flood deo number is available, is the lop of the balloon fm elevated in ammlance with the carrnu*s AaocWn n)wmgerrwt mks =? Yes O No ❑ Udmowrr. The bca l ofiaal must 2 ft ft inra`m lion in section G. SECTION PF - ROPE OWNER (OROWNER'S REPRESENTATIVE) CERTMATION The property a+ m or onrr Ws at tror¢ed representative who oa f Secdiotrs A, B, C (Items C3.h and C3.i ch*), and E for Zone A (wrl W a FF_mA4sued or carmunk- Lwwacl BFE) or Zane AO must sign here. The slawnerAs in Secs m A, B, C, and E areoomect b the best dony WvAedge. PROPERTY OWNER'S OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIPCODE FLORIDA SIGNATURE DATE TELEPHONE COMMENT'S ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The lacai dkial who is auUutmd by law or a d== b admlistff the oormtu*s Aoodplain rnanagernent a (b'artce can complete Sections A, B, C (or Q. and G d tltis Elevation Certircate. C+nrnplete to %W.-bte ltr(s) andsign bdow Gl . ❑ The information in Sectiorn C was taken bunt dher doctntertlaliart thothas been signed and errnl>ossed bye Icerrs8d sunreyar , ar achitect who is authorized by stab or " lawb certify enervation inbrnafiw. pn 1 * , tit wume and dale of ttne etevafion dab in the Corrrrre* area bekw.) G2-[] ArArrmLw* a ooW wr pletled Section E for a Wkk g tocabd to Zone A (Wgmt a FEMA -mWI a mrr>rrtu*-wWI 13FE) or Zone AO. G3. ❑ The following irnfaarbn (Items G449) is Worded for camrnu* t400*km managernertt papaws. G4. PERMIT NUWER t5. DATE PE7F;MT ISSUED G6. DATE CERTIFICATE OF Cam! IANCEIOpCUPANCY ISSUED G7. This permit has been issued for : ❑ New Corrsgucbn ❑ Ustanlral I PvmT t G8. Eleaa6an of m-ha wedSm (uidudFng bamy" dto bt�rrg is -- — fl ( � G9. BFE or (m Zone AO) deoUn d ibodng atthe txrl ft site is: -- — ) : LOCAL OFFICIAL'S NAME TITLE COMMUNITY NME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if atfadnwts a Y Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)79562204 Fax: (305)756 -8972 nspection Number: INSP- 136117 Permit Number: BP2003 -1676 Inspection Date: February 23, 2010 Permit Type: Imported Permit Inspector: Bruhn, Norman Inspection Type: Survey Final Owner: FREDERICK, NORMA Work Classification: Addition Job Address: 500 NE 90 Street Miami Shores, FL Phone Number Parcel Number 113206020001 Project: <NONE> Contractor: HOME OWNER Building Department Comments ENCLOSE 1 FLOOR PATIO AND ADD NEW KITCHEN ON 1 FLOOR AND NEW BEDROOM REVISION APPROVED 9/4/07 1 spoke with Ms. frederick and informed of renewal fees. 30 days to rtenew or code violation to be issued. NB 8-4 -09 6�,J 2' /�J 11() inspector Comments Passe Z , Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)7624949 February 23, 2010 Page 1 of 1 C L NE 90TH STREET MAP OF BOA skpX FEDERICK kI'gURVkY ' ' • + i • PREPARED FOR NOR S / MA . • • ' 60' RIGHT OF WAY • '' • • ' • • - • • • • - LEGAL DES( V4PT N : : � • . ' • � • • ' ' • : •' : •' • : • AC =AIR CONDITIONER ALL OF BLOCK I(, MORTAL �F�ri710N 4, PL�T 8Me12, PAGE 56, DADE ' ' • • ADJ =ADJACENT COUNTY, FLORIDA , i 0 • • o ' • • A/B = AS BUILT • • +0 ASPH =A SPHALT • 0 • BCR = BROWARD COUNTY RECORD PROPERTY ADDRESS: +• • �� • �•• ••� �� CONC. BOW =BACK OF WALK 500 NE 90TH STREET �.� �•� • . • • : ; • • '� BM = BENCHMARK MIAMI, FLORIDA 331"11 • • • • : : 0 0 ! • • . . • : • + # C = CALCULATED FLOOD DATA: ` • • ' • • ' ' q . d' N89 + 9 25 1 7.74-_ CA = CENTRAL ANGLE •• O C/L = CENTERLINE ZONE: X 4)• 0 CB = CATCH BASIN COMMUNITY NUMBER: 120640 9 �P �, CBS - CONCRETE BLOCK STRUCTURE COMMUNITY NAME: VILLAGE OF EL PORTAL O .MAG NAIL �-p, FOUND. � � CE -CANAL EASEMENT PANEL NUMBER: 0093 c� FOUND 7T.. CHATT= CHATTAHOOCHEE SUFFIX: J Q- o O.. - CO - CONCRETE NC V" V n CONC.':' ' : ; `�a�• CM CONCRETE MONUMENT COL =COLUMN GENERAL NOTES: l`1 ! DE = DRAINAGE EASEMENT 1. LEGAL DESCRIPTION FURNISHED BY CLIENT. NO SEARCH OF PUBLIC D = DEED OR DESCRIPTION RECORDS WERE MADE BY THIS OFFICE. E/P =EDGE OF PAVEMENT 2. ANY ELEVATIONS SHOWN HEREON ARE PER NGVD (NATIONAL GEODETIC L _ 30' _ ATI EL ELEVATION .. O ` • VERTICAL DATUM) OF 1929. 8, 0 X EOW = EDGE OF WATER 3. NO EXCAVATIONS WERE PERFORMED AS TO DETERMINE ESMT =EASEMENT /, 36.1 ' FOUND UNDERGROUND ENCROACHMENTS. FF = FINISHED FLOOR 4. DISTANCES AND ANGLES ARE FIELD MEASURED AND CORRESPOND 5�8" 1. R. FND =FOUND WITH RECORD DATA UNLESS NOTED. NO I.D. INV = INVERT 5. THIS SURVEY WAS PREPARED CONVEYANCE, MORTGAGE _ FOR C ANCE TITLE AND MO AGE IP IRON PIPE n TWO STORY o 3 IR = IRON ROD FINANCING PURPOSES IT IS NOT INTENDED FOR CONSTRUCTION USE. STRUCTURE n L = ARC LENGTH PERMITTING FOR ADDITIONAL CONSTRUCTION ETC. MAY REQUIRE LAE = LIMITED ACCESS EASEMENT ADDITIONAL INFORMATION WHICH CAN BE OBTAINED FROM THIS OFFICE. r N LF = LOWEST FLOOR 6. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS HAVE BEEN o Z 0 ' % D LME = LAKE MAINTENANCE EASEMENT EXAGGERATED TO MORE CLEARLY ILLUSTRATE RELATIONSHIPS BETWEEN C7 M = MEASURED Y I PH S CAL IMPROVEMENTS AND /OR LOT LINES IN ALL CASES DIMENSIONS (Tj 0 ME = MAINTENANCE EASEMENT SHOWN SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER = NATIONAL GEODETIC O NGVD . /. , SCALED POSITIONS. - � U7 1.2' � 16.5' j N/D = NAIL AND DISC 7. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY OTHER THAN THE O 8. ' (NR = NON RADIAL o 02 NTS = NOT TO SCALE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN _ o CONC. NTT = NAIL AND TIN TAB CONSENT OF THE SIGNING PARTY OR PARTIES. (CHAPTER 61G17 -6.003 OF D D 18 4' o ORB = OFFICIAL RECORD BOOK THE FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 OF , P = PLAT THE FLORIDA STATUTES) 9.96 >> �+ w' PB =PLAT BOOK 6 9- /� PBCR = PALM BEACH COUNTY RECORDS C CONC.z CURVATUR PCC = POINT OF COMPOUND CURVATURE / m 1 PCP = PERMANENT CONTROL POINT re } • /� PG = PAGE �C PI = POINT OF INTERSECTION F ' POB = POINT OF BEGINNING t \ _ Q POC = POINT OF COMMENCEMENT By- - -- a - -- - -�� / PRC = POINT OF REVERSE CURVATURE V ^� PRM = PERMANENT REFERENCE MONUMENT RILL PT = POINT OF TANGENCY HOLE I V` P/L = PROPERTY LINE FOUND FOUND R = RADIUS OR RADIAL 30 .3 1 5/8" I. R RGE =RANGE ROE = ROOF OVERHANG EASEMENT NO I D RP = RADIUS POINT j R/W = RIGHT OF WAY SEC = SECTION � 3S S/W = SIDEWALK _ TOB = TOP OF BANK 2 \'s 5.01D' :. ' TYP = TYPICAL I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PREPARED BY THE OFFICE SHOWN 0 07 ' 00 HEREON AND THAT 1 AM THE SURVEYOR OF RESPONSIBLE CHARGE FOR NONE OTHER N N THAN SAID OFFICE. ADDITIONALLY, THIS SURVEY MEETS AND /OR EXCEEDS THE MINIMUM TECHNICAL STANDAR SET FORTH IN CHAPTER 61G17-6 OF THE FLORIDA GT SURVEYING ADMINISTRATIVE C P UANT TO SECTION 472.027 OF THE FLORIDA STATUTES. WOOD POWER g P OLL SCALE: 1 " =20' �s SERVICES, INC. " y JOB: 40377 1860 OLD OKEECHOBEE ROAD SUITE NO. 501 SIGNED: Al 11-13-2004 FIELD WORK WEST PALM BEACH GINO FUR 7AT�OF AND MAPPER 02 -07 -2006 FIELD WORK FLORIDA 33409 FLORIDA L SE OFFICE: 561 - 688 -0553 FLORIDA CERTFFI UTHORIZATION NO.: 6026 FAX: 561 - 688 -9579 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA E -MAIL: gt @gtsurveyinc.com LICENSED SURVEYOR/MAPPER NAMED ABOVE. e v r LO AUK As CAMPE s ; ARUMCT 373 N.E. 92ND SWEF � •; . WAN WiN&L RA. 33138 754.231 S p r IIS-I Date: February 10, 2010 PI„ LIC AR 0011074 Miami Shores Village Building Department 10050 N.E. 2 ° Avenue Miami Shores, Florida 33138 Re: Permit # RCO3 -1676 Family room/kitchen addition Frederick Residence 500 N.E. 90th Street Miami Shores, Florida 33138 Folio # 11-3206-020-0010 Attn: Building Department, I, Mark A. Campbell, having performed and approved the required inspections at the family room/ kitchen addition. I hereby attest to the best of my knowledge, belief and professional judgment, the insulation at the family room/ kitchen conversion was installed in compliance with the approved plans and other approved permit documents. Should you have any questions or need any additional information please do not hesitate to contact me. Sincerely, r ark A. Campbell, Architect State of Florida: #0011074 Frederick CO family room insulation itr 2 -10 -10 11 r ` i ; F:L A. C B APOW N.E. 92140 S> FIF � 3313S LW_ * AR 0=74 Date: February 10, 2010 Village of Miami Shores Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: Permit # RCO3 -1676 Family room/kitchen addition Frederick Residence 500 N.E. 90th Street Miami Shores, Florida 33138 Folio # 11 -3206- 020 -0010 Attn: Building Department, I, Mark A. Campbell, having performed and approved the required inspections at the family room/ kitchen addition. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced family room/ kitchen addition are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with section 307.2 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not hesitate to contact me. inc 4Campbe411,Architect ark State of Florida: #0011074 Frederick CO family room ltr 2 -10 -10 PEST CONTROL, INC. JIL NOTICE OF TEiiAuTE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUn.DING CODE (FBQ 104.2•6 �. DA'Pl: OF TREATMENT 1 {_ Timis OF TREATme4 - r: _ C...1 APPL1cAToit,. $UILDI;R N AME: ' Y� - ' � - �' t 4 .� AC TREATMENT ADDRESS: ` � \. J'�� • v. l I ~ S _� JoI3 #: L OT ., BLOCK: UN IT: SPRAY & TAMP / ONLYI? SPRAY # � ��LESIDSNTIA�, COMMERCIAL �ADDi'CIO CHEMICAL: i GALLONS MONOLITHIC STEMWA�LL , $F L/F i !;'t. L/F PERnaTER TREATMENT C HEMICA L: _ - % GALLONS DATE OF.TREAIMENT; TIME OF TREATMENT: APPLICATOR: 300 3. STA' t RO 7 PLANTATION, F1-0RWA 33317 934 ---d 8SU 1.00.7494M FAX: 454.58"117 MUNROE INSPECTIONS AND EXTERMINATING INC. 3851 Jackson Blvd„ Ft. Lauderdale, FL 33312 Oiflce: (954) 581 -6772 • Fax: (954) 581 -9940 INVOICE NO 1911 20 sC) r: S '75 0 GENERAL OUSEHOLD PEST $ 13 LAWN SPRAYING $ Q FLEA /TICKS 0 YR. GUARANTEE) $ O ANT CONTROL / CARPENTER ANTS $ 0 ROACHES (1 YR. GUARANTEE) $ O RODENT CONTROL $ Q INSPECTION SERVICEMAN F• PWGa" CUSTOMEfPsq[y !�i� Tb DUE $ TREATMENT FOR THE PREVENTION t. OF SUBTERRANEAN TERMITES FOR NEW CONSTRUCTION '' • �F' -!f I�pec�ta�s � Inc. CUSTOMER NAME - -•- TREATING ADDRESS ``"`'___ _ 1l ____�3Y'----------- - - - - -- DESCRIPTION OF PROPERTY IN ACCORDANCE WITH BUILDING CODE REF. 2913.5, USING CHLORPYRIFOS PRO TC TERMITICIDE APPLICATION FOR SUBTERRANEAN TERMITES. fiq COMPANY REPRESENTATIVE: r _ DATE. -9 ACCEPTED BY: DATE: l CORPORATE SEAL: ale K(74& 2450 Hollywood Blvd., Suite 204, Hollywood, FL 33020 TEL: (954) 927.9894 FAX wF _ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305.795 -2204 Bu Inspection Request Date C�c/ Type Insp'n Permit No.. j Name `-�-� ► LCJ( Address Company Phone # Inspection Date Approve � Correction ❑ Re- Insp'n Fee ❑ l "� ( z I, M E z�,,A,� [• +i ! , „r x ti � �•' .� y �; yr 00 NOT Rt'�RN TH €£ FOitlfl TO'!!�K ,.OL�r,. nr, ,tL . U FGLJO 1 1 320 ` d20 n� i 0 w FHtS NOTICE IS SENT TO Y01i AS INFORMATION _:3,�.�- .,.- �,.,.,�.�,- • >:S <�+ � L ' :�'; r � ...; ' �3,�, w�^t�'� t v �„ ,=n r °T �, T, e K s , ,,. "a � � � ONLY SO THAT YOU WILL BE ADVISED OF THE 'TS c 1 T f i f •., -, ..,- °`.,, .'t: w + wT� T . r � l t I"A13 �"id ASSESSED VALUATION, AMOLtNT 3F TAX APED {i OTHER PERTINENT INFORMATION. THE COMBINED TAX BILL COVERING THE TAXES DESCRIBED ON THE FACE OF THIS MEMORANDUM 7 NOTICE HAS BEEN REQUESTED BY THE MORTGAGE SERVICING COMPANY. THIS SERVICE ENABLES THE �; ;? x •r � �, = ,I sr „. t ,�„ ,! h: �„��,, ,� ' + „ �,� +� r � t l ��. -� -� k ` � r �� r INQRTGAGE COMPANY TO MAKE EARLY PAYMtP17 AND ALLOWS YOU THE BENEFIT OF THE MAXIMUM DISCOUNT. OTHER ITEMS, SUCH AS SPECIAL ASSESSMENTS - FOR IMPROVEMENT DISTRICTS, MAY HAVE INTEREST ADDEO AS REQUIRED BY LAW. ` ..,��t t " v ,. ` <. G a YA. * s 1 ug Anz a q+ : o-'� < x PER FLOFIiDA LAW W8061TGAGf LENDERS THA+ MAINTIUM ESCROW ACCOUNTS MUST PAY YOUR TAXES WITH THE MAXIMUM DISCOUNTS AVAILABLE '7 d�. k? -, ti i'`fI t!,aa „�:+.z �"C* - ",'�+ , 5 '' "w T r t `., u +� PROVIDING YOU HAVE SUFFICIENT FUNDS IN THE ESCROW ACCOUNT. IMPORTANT: THE INFORMATION HcRPiN bOES v NECESSARILY CONTAIN ALL PERT:NEPIT FACTS �. Ib.LA $ SiislfF "ii`S, �uF ` F %A EI r W!TH REGARDS TO REAL ESTATE CLOSINGS AND hr i u k OTHER SIMILAR ACTIVITIES. GNEORMAC9DN I PDRT ANTE ESTC NO ES UNA CUENTA PARA PAGAR . i E'STE NVISU SE ' E E JVIA SOLA4a.E;rti E PA ,9A. OU: LISTED FS?E !PJFORhIP.DO SOB ?c EL .ALC R.]E'_!A T4SACt0.'d DE SJ ',DRO ?!EDAD, LA CAN . •, DE � fh' OVEN.aTNT?3L3�iu1PACT tlt i' F t f " . �N f LiF t31tPJT " IAIPUESTOS A PAGAr', v OT "r,AS !Nr0tPAACiON2S ' kr ts r F .PERTINENTES. CUENTA PA RA EL PAGO DE 1MPUESTO8 COMIBINADOS PERTINENTES A LA PROPfEDAD _ QESCRITA EN L?.. P.A?TE DELANTEERA DE EStE MEMORf,NDUP%? :`. S+DJ ..h! \AA JA , DIC GONPAW. `EiiO LE FA_• U. A LA r: _ PAC- LOS HMPUES 0 CON LIE -N SIN CA'(a4� �. ..1_:!=C ESPECIALES P.w. Mir Fi, iENTU DE D:STRITO.i, "'IMERAN TENER INTERESE; ',.NAD(DOS, ,4G! T4 REQUERtDOS FOR LA LEY. DRPd T5Q] �' r DE A�61eRDO CON LAS LEYES OE 1 F<OtiU : S �€ N� , f �. E 4 E DER. 1++1T COMPAMAS DE PRESTAMOS HIPOTECARIDS OUE HA c t Mdli@77ENEN CUENTA$ 0`c RESERVA CE IYdiPUESTO. "> $ s 4 :r OEBEN DE PAGAR OICHOS iMPUESTOS CON EL .Vk MAfIMO DESCUENIO POSSIBLE SIEMPRE rsUE HAYA i s g SURCIENTES FONDOS EN LA CUENTA BE RESEPVA,. IMPORTANTE: LA INFORM.ACION EN EL FEESENTE PUEDE NO CONTENER TODOS COS OATOS CONCERNIENTES PARA UN MERRE DE COfY PRA Dt W ' 1 NES U OT BIE rAICES RAS ACTR(IDADES SIIAA! 4RE5. OURI e SILL AT A GLANCE UNA MIRADA A SU CUENTA DE 6 PUESTDS e iu + ^J ir; R!5rid:a requires that the Props" Appraiser establish the value of all p. open ties as Las leyes de !a Florida requieren que ei T ^seder de Impuestos determine el vat de to a^ I'a. props <l3t aue. iau7 der;r:es n ?arket value. as the amount a will ing, knowledgeable t'Iay2r would basandose en el "valor del mercado." La ley dcfine el valor del rnercano comp =i precio qL,; un co ?,prader tv a ., �, o rh a h suficiente ccnocimiento estarfa dispuesto a aagar!e a Un 'v ?ndffdor car sJticiente der . ccner_.inder.?_ ,i d!spue v r er owlergea Ie . eFler eT a prep ry. e assessor not rail of each couniy s subject to ven. La lista de tasaciones de Cade condado esia sujeta a la aprobaci6n del gnbierno estatal. 'Ei ias adec de iz : y f.rc ; Of tite Mate r�ob+,mment. The Prope.>� Appraiser mus, exercise responsibilk for prop!edades tiene la responsabilidad de deterrninar ei velar de las propiedadas sil: tenet er, cuenta ;a tari`;z d-- <.� "Ssmcnts v thou', regard to the : at, of tax (rtillage) for any jurisdiction. As a property owner you amiilaramiento de las diferentes jurisdicciores. Come proaietario, usted ;`ecibira una cuer!ta Cie im; ?Jrsirs ' Aiia`i # \JEf� iAY' �s! !_, approved by th> sta government, which includes Ad V alorem taxes combinada, aprobada por el gobierno estatal, !a cuai incluye ias impuestas sabre is prupieilatl irnruab;e Aare las a!,d ri 1nty services as well as non Valorem assessments for water, road, ascuelas, servicios a las munlelpai!dades y condado, asi Como impuestos de tasaciones por concepto de ague, cvti e ", gi +.C' iJe, lighting era other Special taxing districts. The tax bill therefore, allows for one single carreteras, aicantarillado, basura, alumbrado y otros impuestos de tasaciones especiales en cie +o d:siritas. ?Di artnr �n "r,. in tlrrn_ ; aka; a.11 the annrnnria'a distri hlttinn -; `7n th ra-nPrthi-i to Canto, !a cuenta de !as impuestos permite hater un so!o pago al F?ecaudadar de impuestos, =1 r+ al s: ,'F Florida Power & Light Company m �A PO Box 025576 Miami, FL 33102 `� / 27 8514253402115579050100000 Please request changes on the back. I added my donation for the Care to Share Energy Fund Notes on the front will not be detected. to help those in need. (Fill in a or other amount) 0 0 0 0 0 B 8 8514 7 $1 $2 $5 $10 Other #BWNDJNQ * ** AUTO * *BO 5516 $ #0465243BQ558122# 038104 NORMA FREDERICK PLEASE ENTER TOTAL AMOUNT PAID PO BOX 552413 Make check payable to FPL in U.S. funds OPA LOCKA FL 33055 -0413 and mail along with this coupon to: FPL I II II II I I I I II I I II II II II III GENERAL MAIL FACILITY u �� un r u rI f nn n urf n nn n nr �V MIAMI FL 33188 -0001 r, Alcaurit: uttiber ' NEW Charges Past Due I Total Now Due 25340 -21155 JUN 06 2002 105.09 -- - - - - - - -• - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - FOLD ON PERFORATION BEFORE TEARING CUSTOMER STATEMENT Account Number: 25340 -21155 Statement Date: MAY 16 2002 Service Dates: APR 17 02 to MAY 16 02 Customer Name: NORMA FREDERICK Service Days: 29 Service Address: 500 NE 90TH ST NEXT SCHEDULED READ DATE: JUN 17 2002 = _ = >_ =_ _ __ - _ _ _ = _. _ _ =- - :___ _ - NEW ................__ . >... ; = =- ; : 3:- ; ; - ch arges < .. . ; -_ Aliditipltat:. f#efol _= .: N1 = = = == = g = - _f#a1aI4+ P tS tJ a�r # :.._ _ =_ = Past Due Total Now Due _= ___ =_... 77.80 77.80 CR 0.00 0.00 105.09 JUN 06 2002 $105.09 Meter Read ing- Meter5C64944 Account Activity Current Reading cello Previous Statement Balance 77.80 Previous Reading - 04903 Payment Received - THANK YOU 77.80CR KWH Used 1207 Billing for Electric Use on Rate: RS -1 RESIDENTIAL SERVICE Energy Usage Electric Service Amount 91.42 ** Last This Year Year Gross Receipts Tax Increase 0.94 KWH This Month 524 1207 Franchise Charge 5.28 Service Days 29 29 Utility Tax -' 7.45 KWH/Day 18 42 Current Electric Charges 105.09 Amt Includes the bliowing charges: TOTAL NOW DUE: $905.09 Customer Charge: $5.25 per Month Non -Fuel Energy Charge: First 750 KM $0.041520 per KWH Messages Over 750 KWH $0.00 per KWH -- A Jate payment charge of 1.5% will apply Knot paid by JUN 06, 2002, Fuel Charge: $0.0263526350 per r" and your account may be subject to being billed an additional deposit. -- Ceiling fans help keep you cool, but remember to turn fans off when you leave the room. A fan that runs constantly can cost $7 per month. Please have your account number ready when calling FPL. USEFUL TELEPHONE NUMBERS Customer Service: (305) 442 -8770 0 7V Florida Power & Light Company Outside Florida: 1- 800 - 226 -3545 J PO Box 025576 To Report Power Outages: 1- 800-4OUTAGE (468 -8243) Miami, FL 33102 Hearing /Speech Impaired: 1- 800 - 432 -6554 (TfY/TDD) .. , � � Visit FPUs Web Site at http: / /www.fpl.com MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 -795 -2 B &I& g Inspection Request Date VYP& Insp n _ '7 0 Permit No. N ame 7 Address Company ' / q Phone # ®� ° �`"' I Inspection Date • 1 Approved Correction - - Re- InspIn Fee It kr.> k` L552) -1w MIAMI SHORES VILLAGE C� MIAMI SHORES VILLAGE BUILDING DEPARTMENT BUILDING DEPARTMENT 305 - 795 -2204 305- 795 -2204 Building Inspection Request Build` 7 g Inspection Request Date 06 ,:) I ! ©Z Date _ Type Insp'n J r c ( J,-) Type Insp'n Permit No. Permit No. ® 3 O r r � r� c� � Yi C , Name Name Address 5co NE (= ?Q Sr Address 5 0 /v Company 3 O -7 P Y � - 3 - 3 � � / Phone # 49 Phone # Inspection Date M la ©s Inspection Date Approved Approved ❑ Correction ❑ Correction Re- Insp'n Fee ❑ Re- Insp'n Fee ❑ AA s� r � o. i MIAMI SHORES VILLAGE MIAMI SHORES VILLAGEe /Z3 IhS BUILDING DEPARTMENT BUILDING DEPARTMENT 305- 795 -2204 305- 795 -2204 Buildi g Inspection Request Building Inspection Request Date Date Oh 1 / Gr5 Type Imp'n Type Insp'n a i 1 Permit No. � �� Permit No. & 63 — Name 74-W .� 7 Name ko Y rnc) P rcac r f Cam . Address 90 A - 17 Address 500 Ne 90 ST Company Company �y Phone # Phone # Inspection Date �O Inspection Dat e� ' 2 � 4 � A #,-, Approved V orrectio Correction ❑ Re- Insp'n Fee ❑((( "' Re- Insp'n Fee ❑ Permit N o. MC2004 -121 s *' °ft �� G, Miami Shores Village M Permit Type Imported Permit ` P 10050 N.E. 2nd Avenue Worts Classification: <NONE> Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Permit Status: APPROVED issue Date: 9 14/2007 Expiration: 03/026200 Project Address Parcel Number Applicant 500 NE 90 Street 1132060200010 Miami Shores Village, FL Block: Lot: NORMA FREDERICK Owner Information Address Phone Cell NORMA FREDERICK 500 NE 90 ST MIAMI SHORES FL 33138 -3149 Contractor(s) Phone Cell Phone $ 5,800.00 FERLAND AIR COND & REF INC 305 - 823 -4676 Valuation: Total Sq Feet: 0 Perm Type: Mechanical Available Inspections: Alpha Two: Inspection Type: Alpha Four: Mechannical Alpha Five: Residential Rough Alpha Six: Pay Date: 8/13/2004 Rough Pay Amount: 194.3 Pay Comments: PAID IN FULL CHECK #1952 AND Bond Return: Fees Due Amount Total Amt Paid Amt Due Revision Fee $35.00 _...- Scanning Fee $3.00 $ 0.00 $ 0.00 $ 0.00 Total: $38.00 payment Type: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated September 04, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Tuesday, September 4, 2007 1 Permit NO. MC2004 -121 Q'4 y *IORFy 4 ® � Miami Shores Village M Permit Type: Imported Permit y 10050 N.E. 2nd Avenue P e rill Miami Shores, FL 33138 -0000 Work Classification. <NONE> Phone: (305)795 -2204 Permit Status: APPROVED ®iiinl* Issue Date: 9/412007 Expiration: 031 2/2000 mmu� Project Address Parcel Number Applicant 500 NE 90 Street 1132060200010 Miami Shores Village, FL Block: Lot: NORMA FREDERICK Owner Information Address Phone Cell NORMA FREDERICK 500 NE 90 ST MIAMI SHORES FL 33138 -3149 Contractor(s) Phone Cell Phone $ 5 , 8 00.00 FERLAND AIR COND & REF INC 305 - 823 -4676 Valuation: Total Sq Feet: 0 Perm Type: Mechanical Available Inspections: Alpha Two: Alpha Four: Inspecti Type: Alpha Five: Residential Mechannical Rough Alpha Six: Pay Date: 8/13/2004 Rough Pay Amount: 194.3 Pay Comments: PAID IN FULL CHECK #1952 AND Bond Return: Fees Due Amount Total Amt Paid Amt Due Revision Fee $35.00 Scanning Fee $3.00 $ 0.00 $ 0.00 $ 0.00 Total: $38.00 Payment Type: IUST BE O J 0, Applicant Copy For Inspections, Call (305) 795 -2204. Requests must be received by 3 pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Tuesday, September 4, 2007 2 Permit No. MC 2004 -121 3S �4tORF,_S G Miami Shores Village M Permit Type: Imported Permit Mia S hores, FL 33138 -0000 N.E. 2nd Avenue Miami S P ermi t W ork Classification: <NONE> Phone: (305)795 -2204 Perrnit Status: APPROVED ®MIDP' Issue Date: 91412007 Expiration 000020 Project Address Parcel Number Applicant 500 NE 90 Street 1132060200010 Miami Shores Village, FL Block: Lot: NORMA FREDERICK Owner Information Address Phone Cell NORMA FREDERICK 500 NE 90 ST MIAMI SHORES FL 33138 -3149 Contractor(s) Phone Cell Phone Valuation: $ 5,800.00 FERLAND AIR COND & REF INC 305 - 823 -4676 Total Sq Feet: 0 Perm Type: Mechanical Available Inspections: Alpha Two: Inspection Ty pe: Alpha Four: Mechannical Alpha Five: Residential Rough Alpha Six: Pay Date: 8/13/2004 Rough Pay Amount: 194.3 Pay Comments: PAID IN FULL CHECK #1952 AND Bond Return: Fees Due Amount Total Amt Paid Amt Due Revision Fee $35.00 - -- - -- Scanning Fee $3.00 $ 0.00 $ 0.00 $ 0.00 Total: $38.00 Payment Type: NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the County Copy public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Tuesday, September 4, 2007 3 Permit No. MC2004 -121 �, ytcoRESS �, Miami Shores Village Permit Type: Imported Permit „ v N.E. 2nd Avenue .. . 1, - "' Miami S Sh hores, FL 33138 -0000 ' Work Classification: <NONE> Per Phone: (305)795 -2204 Permit Status: APPROVED �0R1ID) Issue Date: 9/4/2007 Expiration: 03/02/2008 Project Address Parcel Number Applicant 500 NE 90 Street 1132060200010 Miami Shores Village, FL Block: Lot: NORMA FREDERICK Owner Information Address Phone _ Cell NORMA FREDERICK 500 NE 90 ST MIAMI SHORES FL 33138 -3149 Contractor(s) Phone Cell Phone $ 5,800.00 FERLAND AIR COND & REF INC 305 - 823 -4676 Valuation: Total Sq Feet: 0 Perm Type: Mechanical Available Inspections: Alpha Two: Alpha Four: I Type: Alpha Five: Residential Mechannical Rough Alpha Six: Pay Date: 8/13/2004 Rough Pay Amount: 194.3 Pay Comments: PAID IN FULL CHECK #1952 AND Bond Return Fees Due L LA ount Total Amt Paid Amt Due Revision Fee 35.00 Scanning Fee $3.00 $ 0.00 $ 0.00 $ 0.00 Total: 8.0 0 Payment Type: NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the Finance Copy public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Tuesday, September 4, 2007 4 Mi 'mi Shores Village Building Department 10050 N. Ind Avenue, Miami Shores, Florida 33138 m _ _ (,!'_ m _ 7 2 - _ m Tel (305) 795.2204 Fag: (105) 756.8972 BUII.DING' { u r '+ �. Permit N PENT APPLI " t " Master Permit FB C 2001 Permit Type (circle): Building / lec Plumbing Mechanical Roofing Owner's Name (F Simple Titleholder) / 10 1A d l 1 y( Phone # Owner's Address /� 5 City M State r Zip ?11)� Tenant/Lessee Name Phone # Job Address (where the work is being done) City . Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City Ste Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) -Phone # $ Value of Work For this Permit Square Footage Of Work: i Type of Work: ❑Ad ' 'on ❑Alteratidn ❑New F1 Repair/Replace El Demolition Describe Work: I (SC.v I U -00W j 2 oQ, Q Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education F $ Technology Fee $ Scanning $ ✓ :� Radon $ Zonin Bond $ Code Enforcement $ Structural Plan Review. $ o _l Total Fee Now Due $ (Continued on opposite 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 property is subject to attachment. Also, a certied copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by day of . 20 __, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: q Plans Examiner Engineer Chc 05/13103 ' Zoning i r GEOTECHNICAL TESTING LABORATORIES ENVIRONMENTAL DRILLING SERVICES HYDROGEOLOGY INSPECTION SERVICES ASBESTOS ROOFING DYNATECH ENGINEERING CORP. Miami, May 15, 2002 Mr. Mark A. Campbell MARK A. CAMPBELL ARCHITECTS 373 NE 92 Street Miami Shores, FL 33138 Re: Proposed Addition 500 NE 90 Street Cl Miami, FL Amok Dear Mr. Campbell: C UPY Pursuant to your request; DYNATECH ENGINEERING CORP., D.E.C. completed a Subsoil Investigation on May 13, 2002 at the above referenced project. The purpose of our investigation was to verify subsoil conditions relative to foundation design of the proposed additions. A total of (1) standard penetration boring test was performed according to ASTM -D 1586 down to an average depth of 15' below existing ground surface. The following graph was developed as a general condition for the subject site: (Refer to field boring logs for exact locations and soil description): Depth From To Description 01-011 0'- 6" Topsoil & grass 0 6" 1'- 0" White fine sand 1' - 0 " 4' - 6 " Tan sand with rock fragments 4 6" 15 0" White sandy limerock Groundwater table elevation was measured immediately at the completion of each boring and was found at an average depth of 8'- 6" below existing ground surface. Fluctuation in water level should be anticipated due to seasonal variations and run off. r 750 West 84 Street, Hialeah, FL 33014 -3618 - Phone (305) 828 -7499 - Fax (305) 828 -9598 Page No. 2 500 NE 90 Street Based on our understanding of the proposed structure and our field boring logs; the following are our recommendations for foundations design. A- Strip the entire footings and building construction areas plus 5 feet outside perimeter of all topsoil and vegetation down to clean granular material (when encountered). B- Compact all construction areas with a heavy self propelled vibratory roller to a minimum of 95% of ASHO T -180C but not less than 10 passes in each direction. C- Backfill construction areas to required elevation if needed using clean granular material placed in lifts not to exceed 12 inches in thickness and compact as indicated in items B. D- Care should be taken not use vibration in case of existing structures in the vicinity of the construction area. If vibration cannot be used for compaction, static compaction may be applied. However, in this case, the compacted layer should not exceed 6" inches in thickness. E- All construction fill material shall be clean granular soil, free of organics or other deleterious material, and shall contain no more than five percent fines passing a U.S. standard No. 200 sieve. (Classified as SW /GW). F- Verify all compaction efforts by taking an adequate number of field density tests in each layer of compacted material. G- Representative samples of the on site and proposed fill material should be collected and tested to determine the classification and compaction characteristics. H- All Geotechnical work must be performed under the supervision of our geotechnical engineer or his representative to verify compliance with our specifications ' . The above foundation recommendations being achieved and verified, it is our opinion that the proposed structures be designed for a shallow foundation system with a permissible soil bearing pressure not to exceed 2500 P.S.F. Page No. 3 500 NE 90` Street Regardless of the thoroughness of a Geotechnical exploration there is always the possibility that conditions may be different from those of the test locations; therefore, DYNATECH ENGINEERING CORP., does not guarantee any subsoil condition between the bore test holes. In accepting this report the client understands that all data from the borings are strictly for foundation analysis only and are not to be used for excavation or back filling estimates and pricing. Site contractor must familiarize himself with site conditions prior to bidding. It has been a pleasure working with you and look forward to do so in the near future. Please feel free to contact us if we may be of further` service to you. Sincerely yours, l WissanXaamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 WN /no GEOTECHNICAL _ TESTING LABORATORIES ENVIRONMENTAL DRILLING SERVICES HYDROGEOLOGY I INSPECTION SERVICES ASBESTOS ROOFING DYN ATE C H ENGINEERING CORP. ST BORING CLIENT TE REPORT : MARK A. CAMPBELL DATE 05 -13 -02 .PROJECT : Proposed Addition- HOLE NO.: B -1 ADDRESS : 500 NE 90th Street, Miami, FL DRILLER MG & AS LOCATION': See attached plan DEPTH W DESCRIPTION O M- RI AT ERIAR BE a !:BLO)W S 01� + '#: L -, ; ,Y•.*.. Ix r s ,.!..a .» .F- ..:z.. .r , u a. _ ' ?' > .z. ..— .'. .�� 'fY �A E 2 1 1 2 0" to 6" : TOPSOIL GRASS 3 5 4 3 4 6 5 5 6" to 1' : WHITE FINE SAND 6 6 11 6 6 7 16 1' to 4' — 6 TAN MEDIUM SAND VITH- ROCK 34 15 50 FRAGMENTS 8 19 16 14 17 9 4' — 6" to 15' WHITE SANDY LIMEROCK 10 10 15 13 28 11 15 17 12 12 16 16 28 13 12 14 14 14 13 14 15 13 15 27 16 16 17 16 17 18 18 19 20 20 21` 22 22 23 24 24 25 ' 26 _ 26 27 - 28 28 29 30 30 31 32 32 33 34 35 34 36 .37 36 38 38 Water Level: R' 6 Below Surface A= auger; R= refusal; —: 0 blow count Asa mutual protection to clients, the public and oursdves, all reports are submitted as the eourldential property ordlents, and authorization for publication orstatement conclusions or extracts from or retarding our reports Is reserved pending on our written approval 750 West 84 Street, Hialeah, FL 33014 -3618 - Phone (305) 828 -7499 - Fax (305) 828 -9598 a7 Vol r 12 paTE.4/3/97 SCALE- _" - 2W PIONEER SiJRVEYORS, INC. F}— ►-•• �• S? DA 33138 SkETCH OF SURVE - – D N.E. 5A AVEN � _ • 3 d0'RtW - _3VASPH.PVM'T m r WAS' 17'PAWAY D —� Ut ty o R DLL 1- FLOOR K 3 X MO C13fQ Ape ' ° a S X O q �� , ' ��• ffiOfx Y b LV mm a [Ga[ nt E o 4!I 4— (A . A 4 m (Al 3 E ti CD 4f III f. Cj R1 UK 45 r m [ AJEOdylt M1Yl ERcLRjQVTOOMT. UNNGrWOW1E��RrYa�sOHhdlTlatl11Gl5f�e[ Y � �TYETOR3. NC .tQSMEOinr+GS�1rE1ORtp�I +QlP16fl ow LLL]eee��...777 ] W CD mosmwa0o ttiS 055OtiS�L4FT13< SUIYEI^!! _ `�+ Mme' �g Q7irtflblf� !ER[OW. 71 fDLLOM�as � moo. a� " YS FW 1» 7liS Su ilM MEETS r p ' K , p�T. ',I�#R! �1S in F�f1 � • mvwaw !F Mc �i! {� r Arr sk + A � • v a �g � Wt11Y Mr im ' 7K BEST !I! Nt M� TR1 , i I ll !-' �•� ilwll ?ril/�011/�LVs�fx7wRAp� CYOR +cl'?.173 Dull, APPENDIX GEOTECHNICAL _ TESTING LABORATORIES ENVIRONMENTAL DRILLING SERVICES HYDROGEOLOGY INSPECTION SERVICES ASBESTOS ROOFING DYNATECH E NGINEERING CORP. ' Appendix Drilling Procedures The borings are conducted in accordance with procedures outlined for standard penetration test and split spoon sampling of soils by ASTM D -1586. A two (2) feet long, two (2) inch O.D. split spoon sampler was driven into the ground by successive blows with a 140 lbs, hammer dropping thirty (30) inches. The soil sampler was driven (2) at a time, then extracted for visual examination and classification of the retained soil samples. 'The number of blows required for.one (1) foot penetration of the sampler is designated as "N" (known as the Standard Penetration Resistance Value). The "N" value provides an indication of the relative density of non cohesive soils and the consistency of cohesive soils. It is general practice that the sum of the number of blows required for the second and third six (6) inches penetration area added to determine the "N" value. Suitable corrections are applied to this number, in order to include the effects of soil overburden pressure and other factors. A general evaluation of soils is made from the established correlation between "N" and the relative density of consistency of soils. This dynamic method of soil testing has been widely accepted by foundation Engineers and Architects, to conservatively evaluate the bearing capacity of soils. A continuous drilling and sampling procedure was used.. Therefore the samples were taken at intervals of two (2) feet, or at every change in soils ' characteristics. Pre aced by, Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. 750 West 84 Street, Hialeah, FL 33014 -3618 • Phone (305),828-7499 • Fax (305) 828 -9598 GEOTECHNICAL DYNATECH ENGINEERING CORP. TESTING LABORATORIES ENVIRONMENTAL P.O. BOX 170406 DRILLING SERVICES HYOROGEOLOGY INSPECTION SERVICES CHEMISTS HIALEAH, FLORIDA 33017 -0406 ROOFING PHONE; (305) 628.4418 KEY CLASSIFICATION AND SYMBOLS CORRELATION OF PENETRATION RESISTANCE WITH ROCK HARDNESS DESCRIPTION RELATIVE DENSITY AND CONSISTENCY Cone Standard Penetration Penetration Relative Tests Tests Density Kg /Cm blows /Ft. SOFT Rock core crumbles when handled 0 - 0 - 4 Very Loose 17-40 5 -10 Loose MEDIUM Can break core with your hands SANDS 41 -80 11 -20 Firm 81 -120 21 -30 Very Firm MODERATELY Thin edges of rock core can.he Over 120 31 -50 Dense HARD broken -with fingers , Consistency HARD Thin edges of rock core cannot be 0 -3 0 -2 Very Soft 4_g 3-4 Soft broken with fingers SILTS 10 -17 5 -8 Firm VERY HARD Rock core rings when struck with AND a hammer (cherts) CLAYS 18 -31 9 -15 Stiff 32-60 16 -30 Very Stiff Over 60 31 =50 Hard MODIFIERS PARTICLE SIZE Approximate Boulder > 12 in. Fines Content Modifiers Cobble 3 to 12 in. 5% to 12% Slightly Silty or Slightly clayey Gravel 4.76m to 3 in. 12% to 30% Silty or clayey Sand 0.074mm to 4.76mm 30% to 50% Very Silty or Very Clayey Silt 0.005mm to 0.074mm Clay < 0.005mm ftajot Division sGroup Nsrrwsi Ctass.licebon Cr.lrw Wdt.gnded g. ills and $ C. Dao D Greeter than t 2 . GW graysl•ond mitt Y E Ip 7 ! • { little or no lint Ca t� Betwe«• I and 3 0 12 0°3 Y o Poorly graded gravels t 2 - GP Qin* -sad m•atura, 0 1A o Not ~-N both er.terw for GW 8 t3 a : e little cw no fiat ¢ V V f ° GM Silty g•ayNS, grWel•srd• £ 3 C Allwbog mote Was below "A" line Atterbrg limits plotting 2 silt mixtures u t:! V ea z o, plasticity er•de. I— than 4 .n hatched We es are t £ a bordwhne dass.f.Cet ions F c I a ; •w.els, gravN.,anb 4 Attrber f lints dot above - A - I dl 1-9 requ.renq uaa duel 111 GC Ctayty p Clay miatur•t ° € a a anderad pl� waste, than 7. symbols Y 2 t fyNt eded cards and E 8 g C - D,0!0 Greater than 6 t i " ° 6- S lit gravelly cards. ■a g ID t7 {r Sf Irtle or no finis _ a z 10 s p Bae••�•.en 1 and 7 s - o ^ U o - -, SP Poorly graded sands and p witlfy Y �Y 91 Not m"I N both cr.terw for SW d Wu ds, little or no f enas at ^ ii t 1z V h Attwbr er g 1—ts coot below - A" I" Attarbg 1--ts Oottwq !! f SM Silty cards, aa.W -silt misturee c or dast.c.h •rde. less than 4 in hatched W" m • b £_ £ : 4 badwhl Clesa.fiect.ar 3.i Y Alirlarg limits plot above - A" hew requiring use of duel Sc Cleyay &ends. se-clay miatures a in sr d pt.st.c.h .e.dv. or= than 7 symbol! I nOrgenic tilts. Very fine ore ML rods, rock flour, silty or aass.c•• • o-e•• Clayey fin lards �« ••' - �-•• '^'� u Inorganic clays of low to w �•� «•� • ..« 4 a CL medium plasticity. gravelly ... «...• • •,- •....w •....... ap! Clays tandy cloys, sil N ty ( •a �•••'• 0 J .n flays. (n clay{ i a. «�. °•� • w r•' I - are ••e•s.aa x• s Or panic tilts and organic y SD D —� Silty Clays of tow plasticity { ( I d 3 Ino genic silts. m.cactious C ,e -� h1H i a diatomaceous fine sands �,•� a C 0, silts, 014MI-C silts 1 •e a 4 4 CH Inorganic clays of h ¢t �.o�a D SI plasticity. fat clays a •e x to a &e a. •e ee w .ore H - Organic Cloys of medium •... -. a+•. h OH to high plasticity H •gh Y 1 Or .c Soils PT Peat muck and Other hi organic soils ghly V iwal•Msnual Idantifiution, tee ASTM Dasigntion 07 88. D•n - _- -- _ _ -. •aa..e en lee rw�t.rlal e•.a •r• ^'hq ] b. (7S•Tr•..1de -f. � Miami Shores Village Pe 10050 N.E. 2nd Avenue r H y .. " Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Awl Expiration: 02/17 12010 Project Address P arcel Nu mber Applicant 500 90 Street 1132060200010 NORMA FREDERICK k Miami Shores, FL Block: Lot: Owner Information Address Phone Cell _ -----Address �....., �.........,. m_ NORMA FREDERICK 500 NE 90 ST MIAMI SHORES FL 33138 -3149 Contractor(s) Phone Cell Phone Valuation: $ 58,642.00 HOME OWNER Total Sq Feet: 0 Perm Type: Building For Inspections please call: Alpha Two: ADDITION (305)762 -4949 Alpha Four: ADDITION Available Inspections: Alpha Five: Residential Inspection Type: Alpha Six: SINGLE FAM Pay Date: 2/17/2005 Tie Beam Bond Beam Pay Amount: 85 Pay Comments: CK #1229 Drywall Bond Return : Drywall Slab Slab Framing Framing Framing Roofing Fees Due Amount Invoice # Total Amt Paid Amt Due Columns RENEWAL $500.00 New Construction imp -8 -09 -35651 $ 500.00 $ 500.00 $ 0.00 New Construction Total: $500.00 Check #: 1624 New Construction New Construction 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. August 17, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Cop August 17, 2009 --- __ _ 1 1 �� IEIII �lii ll�l lull ll(il l�l{ ll{I lfli CFN 2 4RO24 NOTICE OF COMMENCEMENT OR elw 22187 Ps 3632; (fps) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 04/07/2004 13 :57:39 HARVEY RUVINY CLERK OF COURT / �// MIAMI -DADE COUNTYY FLORIDA PERMIT NO. TAX FOLIO NO. 3 ry �t-�—O;o LAST PAGE 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 desc igti n of pro erty and street/address: 4 Fa �` (� � C .� , 0 /, - 5 0 3. "10VI Ce 4 /4yr% -4. A � 6_ �P07.l 2. Description of i provement: ,&ng2Z - 270dl Afr �� , 4 &7Z??4�e4/_ 3. Owner(s) name and address: Interest in property: f Name and address of fee simple titleholder: 4 Contractor's na and address: f �j �/ � G� y 7d � N a� 7 /�,+Q. / (�j / , �� d `.' r {.-J �Y� GL�►�V� S J�/ J v 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: / 1 z 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: / 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differgnq date is specifX _�_._ S4' ature of Owner Print Owner's Name lVy t��. Prepared by 1 13 r►'t Sworn to and subscribed befo day of ' ( , 200 _ ��D� — 1 Notary Pubke _ < — Federico G. Hirlemanun Print NOtaiS afne rP'` .�-- My commission expires: ' = Commission #DD221252 - rlxpires'•jui 26, 200 7 123.01 -52 PAGE 4 8/02 Bonded Thru of Atlantic Bonding Co., Inc. STATE OF FLORIDA, COUNT OF DADE Cotir t HEREBY CERTIFY that this is a true copy of the �� e�eRr 0, original filed in this office on __Z_ day of v._., AD 20 to WITNE=SS my hand and Official Seat. O n+ aoo w[ iwusr Q- HARVEY R UVIN, C 1(, of Circuit and County Courts <� Cod o B D.C. ^j / Miami Shores Village Building De _ g artme p 5 1.2nd Avenue ami Shores, Florida 33138 Tel: (305) 795.2204 ' Fax: (305) 756.8972 ; Permit No. BP 03 -1676 Page 1 of 2 Date: 6/28/04 t ` SECON RITIQUE B LDING ITIQUE SHEET 1. Still need to subm me anical and plumbing permits along with all re wired pa e, ork. . Door #5 is shown as inging door on plans (must be a min. 2' - 8 " for FAC is n ted as a bi -fold door on door schedule. V" 3. Roofing permit i rejected — eed to submit two sets of NOA's for poly am. Follow the procedu es for submission f corrected plans for your resubmittal. PROCEDURES OR SUBMISSION O ORRECTED PLANS 1. REPRIN PAGES WITH CORRECTI S. 2. REMOV OLD PAGES FROM ALL PL NS AND SUBSTI UTE WITH CORRECTED PA S. A.M K OLD PAGES "VOID" ON THE FACE OF E H SHEET. Page 2 of 2 B.DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THE SHEET VOID. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 1113103 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 C1 Fag: (305) 756.8972 COPY Permit No. BP 03 -1676 Page 1 of 2 BUILDING CRITIQUE SHEET 1. Submit electrical, mechanical; plumbing; roofing, and --'shutter permits along with all required paperwork. &2. Provide total SF of floor area of new addition on plans. (r Provide an existing floor plan. #. Provide design pressures for all openings. Submit two sets of product approvals for all openings reviewed and approved by designer of record. b. Provide depth of treads on stair detail 3/S2. (�) 7. Provide handrail /guardrail details for stairs. �1l 8 Door #5 is shown as a swinging door on plans (must be a min. 2' -8" for FAC) -is noted as a bi -fold door on door schedule. 9. New windows in BDRM's are required to be egress type - note as such on plans and provide NOA's. • ' 10. Provide details for new windows replacing existing (type and size) Follow the procedures for submission of corrected plans for your resubmittal. PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE FACE OF EACH SHEET. B.DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THE SHEET VOID. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 1113103 Miami Shores Village Building D ep artm.ent 10050 NX.znd Avenue Miami Shores, Florida 33138 Te1:'(305) 7952204 Fax: (305) 756.8972 Permit No: Job'Name BUMDING CRITIQUE SHEET `T rF ACA 77 -nin =r i • 4 c L/ , • CRITIQUE SHEET, JOB ADDRESS "og ge �" PERMIT NO. APPLICANT r u - � ADDRESS: PHONE # MIAMI SHORES VILLAGE APPLICATION �V f BUILDING / ZONING DEPARTMENT' SECTION BY DATE SHEET _OF 4 ZONING MISCELLANEOUS - — — - -- ELECTRICAL MECHANICAL • PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL • t. Subject to compliance with aft Federal, State. Cox .YJiage Mas end reg* tons. YZage asumtcs no responsibility for accuracy cflor resutts from those ptem. 2. This copy of plans mutt be avallabte ca fwRding site or as Inspection will be conducted DATE zj)jv1d v6 COMMENTS INITIALS ®r NE `�a sf D Slur /a� .7G? Y c er . 'r'`y= � OF R.,y"y : r . w • ..S �- - r l ' � Re v 5 ! 4 � How deed f x 1'5 i � rJC !'er�oV'd ho n e-te black- ps ("ice � �i�ls� /, exis �. fig �e srs' e ; X a nd 'T"ru5s OaI14 tire-c- G � f .��i J T 6 �' �� I:l� ��i f` t2�i X � J� �r ..- �L°Yy�l� '✓� f) sbli� big ' �� s �1Z cs Ye�� s ✓ems ��'f� �� ; - 2 sci5 re-td, ,Onta; ems: � b � s tq� eel Se Gcd kl,( de st9n eptl',7ecr, too( QIVK ; �r��ia �s po•�� r ' r -/V S ud s 11 - e. A ` r 1 ~ CRITIQUE SHEET JOB ADDRESS _ _ �� Al APPLICANT PERMIT NO. PHONE # ADDRESS: MIAMI SHORES VILLAGE APPLICATION �/� BUILDING / ZONING DEPARTMENT' SHEET OF SECTION BY DATE MISCELLANEOUS ZONING ELECTRICAL MECHANICAL. PLUMBING FIRE PUBLIC WORKS STRUCTURAL _ BUILDING OFFICIAL 1. Subject to eompQance with alt Federal, State. Lowly lfdta" (vies tad fqg dadoas. V9140e asumm no responsthulty for accvrtcy odor resutts (coat these pans, 2. This COPY of Platts meat be avallable an bulldln9 site 4r 40 losPectton wiq be condcctad. DATE ZUNIJVG COMMENTS IN ITIALS r O F r SHAD SELME, PmE. Structural Engineer 844 N.E. 98th Street • Miami Shores, Florida 33138 Phone: (305) 984 -5974 • E -Mail: sshafie @bellsouth.net STRUCTURAL DESIGN CALCULATIONS FREDERICK RESIDENCE 500 N.E. 90 1.. STREET MIAMI SHORES, FLORIDA For: Mark Campbell, AIA Architect 373 N.E. 92n Street Shores, Florida U MV 02 i na 0 ,3 These calculations, prepared by Shad Shafie, P.E. for this project, are the exclusive property of Shad Shafie, P.E. Its use or publication shall be restricted for use solely with respect to the specific project noted above. These calculations are not to be used unless sealed by Shad Shafie P.E. Shad Shafie, P.E. shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights including copyright. These documents shall not be used in part or in whole by the owner or others for the projects, additions to this project, or for completion of this project by others except by agreement in writing and with the appropriate compensation for Shad Shafie, P.E. 4 SHAD SHAME, P.E. Page 1 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA 33138 Project: Frederick Residence WIND LOADS (ASCE 7 -98) Building Dimensions Width = 36 Lengh = 32.67 MRH (ft.) = 18 Mean Roof Height Slope = 4 Roof Slope - Inches per Foot Bldg. Cat. II V(mph) = 150 Wind Speed Exposure = C * See page 2 for wind pressures MASONRY WALL DESIGN Roof Dead Load = 15 psf Roof Live Load = 30 psf Wall Height = 9.67 ft. Maximum Span = 9.33 ft. Overhang = 2 ft. wOL = ( Roof Dead Load)(Span)(1 /2) = 100.0 plf wLL = ( Roof Live Load)(Span)(1 /2) = 200.0 plf Wall Wind Load = 42.8 psf * See page 4 for calculations Use #5's @ 48" o.c. in fully grouted cells UPLIFT AT TRUSSES (WORSE CASE) Maximum Span = 9.33 ft. Overhang = 2 ft. Roof Uplift = -42.1 psf Uplift Per Truss = (Uplift)(Span)(2 ft.)(1/2) _ - 561.193 lbs. Use Simpson META14 - Allowable Load =1490 lbs f SHAD SHAME, P.E. Page 2 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA 33138 Project: Frederick Residence WIND LOADS (ASCE 7-98) Building Parameters: ASCE 7-98 Data: Nor. to ridge: 36.0 Bldg. Category: 11 (T61. 1-1, P. 4) Height K qx (psf) Par. to ridge: 32.7 V (mph): 150 (Fig. 6-1, p. 34) 0-15 0.85 48.9 Mean Rf. Ht.: 18.0 Exposure: C (sec. 6.5.6, P. 28) Hurricane Zone: Yes GCpi ( +); 0.18 (M.. 6-7, p 62) Stripe (infit): 4.00 GCpi ( -): 0.18 Slope (deg.): 18.4 1: 1.00 Gh (nmr al to ridge): 0.92 Gh (per. to r109e): 0.88 Mean (q) (psf): 50.8 1 18.0 1 0.88 50.8 C Walls: C Roof: LB C h/- CP Windward: 0.80 indward: (Flg. 6-3, P. 42) Leeward: Nor. to ridge 0.50 Neg. Pressure -0.40 Nor. to ridge 1.10 -0.48 Pos. Pressure 0.00 Par. to ridge 0.91 -0.50 Sidewalls: -0.70 Par. to ridge 0.55 0-9 ft. -0.90 9-18 ft. -0.90 18-36 ft. -0.50 > 36 ft. -0.30 Leeward: 0.50 -0.55 MAIN WIND -FORCE RESISTING SYSTEMS PRESSURES (All loads in PSF) Wind Normal to Ridge: Wind Parallel to Ridge: Windward Wall: Windward Wall: Height G 0 P (+0.18) P ( -0.18) Height G =0 P ( +0.18) P ( -0.18) 0-15 34.6 25.4 43.7 0-15 36.0 26.9 45.2 18.0 35.9 26.8 45.1 18.0 37.4 28.3 46.6 Leeward Wall: -21.5 -30.7 -12.4 Leeward Wall: -23.4 -32.5 -14.3 Windward Roof: Windward Roof- Neg. Pressure -18.0 -27.1 -8.8 0-9 ft. -42.1 - 51.3 -33.0 Pos. Pressure 0.0 -9.1 9.1 9-181L - 42.1 -51.3 -33.0 0.0 -9.1 9.1 1836 ft. -23.4 -32.5 -14.3 0.0 -9.1 9.1 - x-36R. -14.0 -23.2 -4.9 Leeward Roof: -24.7 -33.9 -15.6 Side Walls: - 31.4 -40.6 -22.3 ISide Walls: -32.8 -41.9 -23.6 t Page 3 WIND LOADS (ASCE 7.88) (CONT.) COMPONENTS AND CLADDING PRESSURES (All loads in PSF) Effective Wind Area (ft): 10 20 50 Zone 1: GC -1.00 GC -0.95 GC -0.91 GC 0.30 GC 0.26 GC 0.22 Extemal Zone 2: GC -1.80 GC -1.60 GC -1.30 Pressure GC 0.30 GC 0.26 GC 0.22 Coefficient Zone 3: GC -2.80 GC -2.30 GC -1.60 (GC GC 0.30 GC 0.26 GCD 0.22 Zone 4: GC -1.10 GC -1.05 GC -0.97 (Fig. 6-5A to GC 1.00 GC 0.96 G 0.87 Fig. 6-8) Zone 5: GC -1.40 GC -1.30 GC -1.15 GC 1.00 GC 0.96 GC 0.87 Effective Wind Area (ft): 10 20 50 Internal Pressure Coeff. P(+0.18) P (- 0.18) P (+ 0.18) P (- 0.18) P(+0.18) P (- 0.18) Roof Pressure: Zone 1: - 60.0 -41.7 -57.4 - 39.1 -55.4 -37.1 Zone 2: -100.6 -82.3 -90.4 -72.1 -75.2 -56.9 Zone 3: -151.4 -133.1 -126.0 -107.7 -90.4 -72.1 Wall Pressure: Zone 4: -65.0 - 46.7 - 62.5 -44.2 - 58.4 -40.1 41.7 60.0 39.6 57.9 35.1 53.3 Zone 5: - 80.3 -62.0 -75.2 -56.9 - 67.6 -49.3 41.7 1 60.0 1 39.6 1 57.9 1 35.1 53.3 Shad Shafte, P.E. Title: Griffith Job# 844 N.E. 98th Street Dsgar: Shad Shafre Date: Description : 775 N.E. 49h Street Miami Shores, Florida 33138 Miami, Florida Scope: Addition Rev: 806° Masonry Wall Design Page 1 Description Worst Case Wall Design General information Wall Height 9.67 ft Seismic Factor 0.0000 F'm 1,500.0 psi Parapet Height 0.00 ft Cale of Em = fm 750.00 Fs 24,000.0 psi Duration Factor 1.330 No Special Inspection Thickness 8.0 in Wall Wt Mult. 1.000 Solid Grouted Rebar Size 5 Normal Weight Block Rebar Spacing 48 in Equivalent Depth to Rebar 3.810 in @ Center Solid Thickness 7.600 in Loads Uniform Load Concentric Axial Load Wind Load 42.800 psf Dead Load 0.100 #/ft Dead Load 0.000 #/ft Live Load 0.200 #/ft Live Load 0.000 #/ft Load Eccentricity 2.000 in Roof Load Roof Load Design Values E 1,125,000 psi Rebar Area 0.078 in2 np 0.04370 j 0.91495 n: Es/Em 25.778 Radius of Gyration 2.205 in k 0.25514 2 / kj 8.56756 Wall Weight 84.000 psf Moment of Inertia 443.320 in4 Max Allow Axial Stress = 0.25 fm (1 -(h/1 40r)A2) * Spinsp = 161.02 psi Allow Masonry Bending Stress = 0.33 fm * Sptnsp = 247.50 psi Allow Steel Bending Stress: 24,000.00 psi Load Combination & Stress Details Summary Axial Bending Stresses Axial Maximum: Moment Load Steel Masonry Compression fb/F Or fa/Fa Top of Wall in-# lbs psi psi psi fs/FB DL + LL 0.6 0.3 2.2 0.0 0.00 0.0001 DL + LL + Wind 0.2 0.1 0.7 0.0 0.00 0.0000 DL + LL + Seismic 0.2 0.1 0.7 0.0 0.00 0.0000 Between Base & Top of Wall DL + LL 0.3 406.3 1.1 0.0 4.46 0.0277 DL + LL + Wind 5,999.6 406.1 22,207.5 295.1 4.45 1.2199 DL + LL + Seismic 0.2 406.1 0.7 0.0 4.45 0.0277 Summary I Wall Design OK 9.67ft high wall with 0.00ft parapet, Normal Block w/ 8.00in wall w/ #5 bars at 48.00ino.c. at center Governing Load Combination is.... Dead + Live + Wind Between Top & Bottom Masonry Bending Stress 295.09 psi Steel Bending Stress 22,207.49 psi Masonry Axial Stress 4.45 psi Combined Stress Ratio 1.2199 < 1.3300 (allowable) Shad Shafie, P.E. Title : Griffith Job # 844 N.E. 98th Street Dsgnr: Shad Shafie Date: DescriPfiOn: 775 N.E. 49h Street Miami Shores, Florida 33138 Miami, Florida Scope : Addition Rev: SON° Masonry Wall Design Page 2 Description Worst Case Wall Design Final Load & Moments Wall Weight moment @ Mid Ht 406.01 Ibs Wind Moment @ Mid Ht 5,999.54 in-# Seismic Moment @ Mid Ht 0.00 in-# Dead Load Moment @ Top of Wall 0.20 in-# Dead Load Moment @ Mid Ht 0.10 in-# Total Dead Load 0.10 Ibs Total Live Load 0.20 Ibs Live Load Moment @ Top of Wail 0.40 in-# LiveLoad Moment @ Mid Ht 0.20 in-# Maximum Allow Moment for Applied Axial Load = 5,032.10 in-# Maximum Allow Axial Load for Applied Moment = 14,684.74 Ibs SHAD SHAME, P.E. Page 6 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA 33138 Project: Frederick Residence FOUNDATION DESIGN Wall Height (including sternwall) = 11.67 ft. wDL _ ( Roof Dead Load)(Span)(1 /2) = 99.975 plf WAALL = ( Wail Ht.)(68 psf) = 793.56 plf WLL = ( Roof Live Load)(Span)(1 /2) = 199.95 plf Total w = 0.89 kif Total W = 0.20 kif 10 "x16" Footing w/ 246's cont. * See page 7 for calculations SHORT WALL FOOTING DESIGN Watt Pressure = 37.4 psf Wall Height = 3.67 ft. Ftg. Depth Below Grade = 1 ft. WWALL = ( Wall Ht.)(68 psf) = 317.56 plf Overturning Moment = 389.13 lb-ft 12 "x38" Footing w/ 445 * See page 8 for calculations SHAD SHAME, P.E. Page 7 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA 33138 Project: Frederick Residence WALL FOOTING DESIGN P (k/ft) 0.89 M (ft -k) 0.00 B (ft) 1.333 P (k/ft) 0.20 M (ft -k) 0.00 N (ft) 1 PTaw (k/ft) 1.09 M a (ft -k) 0.00 T (ft) 0.833 P. (k/ft) 1.59 MTw (ft -k) 0.00 A ff fft) 1.33 M. (ft -k) 0.00 q (kso 1.50 PFrc (k) 0.17 Arjr. (ft 0.84 f. (ksi) 3 PT.Wl A (k) 1.26 o.k. f„ (ksi) 60 P.A (k) 1.82 d (in) 7.00 Adj. L.F. 1.45 Check Bearing e (ft) 0.00 q,,,, (ksf) 0.95 o.k. q. (ksf) 0.95 o.k. Check One -Way Shear b (in) 8 q. (ksf) 1.37 n (in) 12 V. (k) -0.57 �V. (k) 10.42 o.k. Check Bending M. (ft -k) 0.10 p 0.00003 R. (psi) 1.72 p, 0.00180 A, (in) 0.20 a SHAD SHAME, P.E. Page 8 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA 33138 Project: Frederick Residence WALL FOOTING DESIGN P (k/ft) 0.32 M (ft -k) 0.00 B (ft) 3.167 P, (k/ft) 0.00 M (ft -k) 0.00 N (ft) 1 PT«w (k/ft) 0.32 M w . ( ft -k) 0.39 T (ft) 1 P. (k/ft) 0.45 MTw (ft -k) 0.39 A (ft /ft) 3.17 M. (ft -k) 0.50 q (ksf) 1.50 PFTG (k) 0.48 Amin (ft 0.53 f. (ksi) 3 PTa..A (k) 0.79 o.k. f„ (ksi) 60 P.A (k) 1.11 d (in) 9.00 Adj. L.F. 1.40 Check Bearing e (ft) 0.49 q. (ksf) 0.48 o.k. q., (ksf) 0.02 o.k. Check One -Way Shear b (in) 8 q. (ksf) 0.68 n (in) 12 V. (k) 0.23 +V. (k) 31.85 o.k. Check Bending M. (ft -k) 1.67 p 0.00012 R. (psi) 7.25 p 0.00180 A. (in) 0.62 FORM 60OA -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: FREDERICK RESIDENCE Builder: Address: 500 NE 80TH STREET Permitting Office: MIAMI SHORES City, Stater MIAMI SHORES, FL Permit Number. Owner: MR. & MRS. FREDERICK Jurisdiction Number: 232600 Climate Zone: South 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi - family Single family a. Central Unit Cap: 27.8 kBtu/hr _ 3. Number of units, if multi - family I _ SEER: 14.00 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap: 26.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 12.00 _ 6. Conditioned floor area (ft 2140 ft a N/A _ 7. Glass area & type a. Clear -single pane 419.5 ft 13. Heating systems b. Clear - double pane 0.0 ft _ a. Electric Strip Cap: 20.5 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft _ COP: 1.00 _ d. Tint/other SHGC - double pane 0.0 ft b. Electric Strip Cap: 20.5 kBtu/hr _ 8. Floor types _ COP: 1.00 _ a. Slab -On -Grade Edge Insulation R -0.0, 117.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=5.0,1580.0 ft _ EF: 0.84 _ b. Frame, Wood, Adjacent R =11.0, 30.0 ft _ b. N/A _ c. N/A d. NIA =>- c. Conservation credits _ e. N/A r -Heat recovery, Solar 10. Ceiling types sated heat pump) a. Under Attic R =19.0 147 its _ b. N /A CV-Cross ventilation, c. N/A HF- ouse fan, 11. Ducts PT ble Thermostat, a. Sup: Unc. Ret: Con. AH: Garage Sup. R=6.0, 22 `R« Multizone cooling, b. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0,24. Multizone heating) Glass /Floor Area: 0.20 Total as -built points: 32400 PASS Total base points: 33281 r I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance h the Florida specifications covered by this,o�� Energy Code. calculation indicates compliance PREPARED BY- t with the Florida E Cod Before construction is completed DATE �t OZ this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energy Code. Florida Statutes. ° D OWNER/AGENT: 4 A01A*9 f BUILDING OFFICIAL: DATE: �'�� t� s DATE: Pnomur+al lnaM Alaminn• GI Rr.PR %A '"I FORM.60OA 2001 SUMMER CALCULATIONS 'Residential Whole Building Performance Method A - Details ADDRESS: 500 NE 90TH STREET, MIAMI SHORES, FL, PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Olnt Len Hgt Area X SPM X SOF = Points .18 2140.0 32.50 12519.0 Single, Clear N 1.0 14.0 30.0 33.94 1.00 1013.8 Single, Clear W 1.0 14.0 60.0 65.53 1.00 3918.3 Single, Clear S 1.0 8.0 54,0 62.19 0.99 3326.3 Single, Clear E 1.0 4.0 7.0 73.03 0.92 469.0 Single, Clear S 1.0 4.0 7.5 62.19 0.87 407.7 Single, Clear E 1.0 5.0 24.0 73.03 0.95 1666.5 Single, Clear W 1.0 6.0 60.0 65.53 0.97 3818.8 Single, Clear N 1.0 5.0 24.0 33.94 0.96 783.9 Single, Clear N 1.0 5.0 18.0 33.94 0.96 588.0 Single, Clear N 1.0 8.0 32.0 33.94 0.99 1076.2 Single, Clear E 1.0 5.0 48.0 73.033 0.95 3333.0 Single, Clear S 1.0 5.0 48.0 62.19 0.92 2760.4 Single, Clear S 1.0 4.0 7.0 62.19 0.87 380.6 As43uilt Total: 419.5 23542A WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 30.0 1.00 30.0 Concrete, Int Insul, Exterior 5.0 1580.0 2.00 3160.0 Exterior 1580.0 2.70 4266.0 Frame, Wood, Adjacent 11.0 30.0 1.00 30.0 Base Total: 1610.0 4296.0 As -Bulk Total: 1610.0 3190.0 DOOR TYPES Area X SSPM = Points Type Area X SPM = Points AdisCent 20.0 zoo 52.0 Exterior Insuated 20.0 6.40 128.0 Exterior 40.0 6.40 256.0 Exterior insulated 20.0 6.40 128.0 Adjacent insulated 20.0 2.60 52.0 Base Totah 89.0 306.0 As43uilt Told: 60.0 508.0 CEILING, TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1362.0 2.80 3813.6 Under Attic 19.0 1471.0 3.72 X 1.00 5472.1 Base Total: 1362.0 3813.6 As-Built Total: 1471.0 5472.1 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 117.0(p) -20.0 - 2340.0 Siat}On-Grade Edge Insulation 0.0 117.0(p -20.00 - 2340.0 Raised 0.0 0.00 0.0 Base Total -2340.0 As -Bulk Told: 117.0 -2340.0 Onarnwramwom rw%A I:rwm ame -o" pt raroa.ra I" ` FORM 60OA -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 500 NE 90TH STREET, MIAMI SHORES, FL, PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2140.0 18.79 40210.6 2140.0 18.79 40210.6 Summer Base Points: 58807.2 Summer As -Built Points: 70383.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 70383.1 0.517 (1.067 x 1.165 x 1.00) 0.244 1.000 10437.0 70383.1 0.483 (1.067 x 1.165 x 0.90) 0.284 1.000 11388.1 58807.2 0.4266 25087.2 70383.1 1.00 1.178 0.262 1.000 21696.1 Fnorwi/`w�TM MIA 9n fMA_VV11 Fno►nul m fFb{7FC "NV ►1 CI PI DA'A'" - -FORM 60OA -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 600 NE 90TH STREET, MIAMI SHORES, FL, PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point .18 2140.0 136 909.1 Single, Clear N 1.0 14.0 30.0 4.91 1.00 147.2 Single, Clear W 1.0 14.0 60.0 4.47 1.00 267.8 Single, Clear S 1.0 8.0 54.0 3.55 0.99 190.5 Single, Clear E 1.0 4.0 7.0 3.76 1.02 26.8 Single, Clear S 1.0 4.0 7.5 3.55 1.02 27.1 Single, Clear E 1.0 5.0 24.0 3.76 1.02 91.6 Single, Clear W 1.0 6.0 60.0 4.47 1.00 267.5 Single, Clear N 1.0 5.0 24.0 4.91 0.99 117.2 Single, Clear N 1.0 5.0 18.0 4.91 0.99 87.9 Single, Clear N 1.0 8.0 32.0 4.91 1.00 156.8 Single, Clear E 1.0' 5.0 48.0 3.76 1.02 183.3 Single, Clear S 1.0 5.0 48.0 3.55 1.01 171.3 Single, Clear S 1.0 4.0 7.0 3.55 1.02 25,3 As-Built Total: 419.5 1760A WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 30.0 0.50 15.0 Concrete, Int Insul, Exterior 5.0 1580.0 0.90 1422.0 Exterior 1580.0 0.60 948.0 Frame, Wood, Adjacent 11.0 30.0 0.50 15.0 Base Total: 1610.0 963.0 As -Built Total: 1610.0 1437.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 1.30 26.0 Exterior Insulated 20.0 1.80 36.0 Exterior 40.0 1.80 72.0 Exterior Insulated 20.0 1.80 36.0 Adjacent Insulated 20.0 1.30 26.0 Base Total 60.0 98.0 As -Built Total: 60.0 98.0 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Aft 136'1.0 0.10 136.2 Under Attic 19.0 1471.0 0.14 X 1.00 205.9 Base TOM 1362.0 136.2 As -8ui# Total: u71.0 205.9 FLOOR TYPES Area X RWPM = Points Type R -Value Area X WPM = Points Slab 117.0(p) 2.1 -245.7 Slab- OmGrade Edge Insulation 0.0 117.0(p 2.10 -245.7 Raised 0.0 0.00 0.0 Base TotaL -245.7 As -Built Total: 117.0 245.7 r..^ueuww. 1 ne A Omm AnnA -9lV" 01 0"M /3 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 500 NE 90TH STREET, MIAMI SHORES, FL, PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2140.0 -0.06 -128.4 2140.0 -0.06 -128.4 Winter Base Points: 1732.2 Winter As -Built Points: 3127.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DMx DSM x AHU) 3127.3 0.500 (1.085 x 1.137 x 1.00) 1.000 1.000 1838.4 3127.3 0.500 (1.085 x 1.137 x 0.91) 1.000 1.000 1838.4 1732.2 0.6274 1086.8 3127.3 1.00 1.176 1.000 1.000 3676.8 Gnnr++u1'SavbTM 1'N` C.v», iYY1 FnervwA3sw+dAf /F►m1�CC "XYN FI ifF!PR J3'� FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 500 NE 90TH STREET, MIAMI SHORES, FL, PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2140.0 -0.06 -128.4 2140.0 -0.06 -128.4 Winter Base Points: 1732.2 Winter As -Built Points: 3127.3 Total Winter X System = Heating Total X Cap X Dud X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 3127.3 0.500 (1.085 x 1.137 x 1.00) 1.000 1.000 1838.4 3127.3 0.500 (1.085 x 1.137 x 0.91) 1.000 1.000 1838.4 1732.2 0.6274 1086.8 3127.3 1.00 1.176 1.000 1.000 3676.8 FnnriwA'`oneTM I'Me Civm FJY1A_'NY11 Fnerrwd:�w+aMICIsAFC'71Y11 CI q("DR .!3'Yl f ORM 6WA -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 500 NE 90TH STREET, MIAMI SHORES, FL, PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2369.00 7107.0 50.0 0.89 3 1.00 2342.38 1.00 7027.1 As -Built Total: 7027.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 25087 1087 7107 33281 21696 3677 7027 32400 PASS 0" o � a Cnanwd3mws MIA S:f~ AMA_'"'f 91 FORM 60OA -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 500 NE 90TH STREET, MIAMI SHORES, FL, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors WS.1.ABC.1.1 Maximum:.3 cfnVsq.ft. window area, .5 cfrrVsq.ft. door area. Exterior & Adjacent Walls 606.1 ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a co infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1 /8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of oiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is i nstalled that is sealed at the perimete at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a � sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned spa tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration refits 606.1 ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff must be provided. External or built-in heat trap required . Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal eftlency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. V Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically / attached, sealed; insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Sepa rate readily accessible manual or automatic thermostat for each Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R3 both sides. Common ceiling & doors R -11. Cnarmd'-sitnaw rlre Fnrm Anna. JA" ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.7 The higher the score, the more efficient the home. MR. & MRS. FREDERICK, 500 NE 90TH STREET, MIAMI SHORES, FL, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi - family Single family - a. Central Unit Cap: 27.8 kBtu/hr - 3. Number of units, if multi- family 1 - SEER: 14.00 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap: 26.0 kBtu/hr 5. Is this a worst case? No _ SEER: 12.00 _ 6. Conditioned floor area (ft=) 2140 W c. N/A - 7. Glass area & type a. Clear -single pane 419.5 ft 13. Heating systems b. Clear -double pane 0.0 ft - a. Electric Strip Cap: 20.5 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft - COP: 1.00 - d. Tint/other SHGC - double pane 0.0 ft b. Electric Strip Cap: 20.5 kBtu/hr - 8. Floor types - COP: 1.00 - a. Slab -On -Grade Edge Insulation R=0.0, 117.0(p) R - c. N/A _ b. N/A _ - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap: 50.0 gallons - a. Concrete, Int Insul, Exterior R=5.0,1590.0 W - EF: 0.89 - b. Frame, wood, Adjacent R =11.0, 30.0 W - b. N/A - c. N/A _ - d. N/A _ e. Conservation credits - e. N/A (HR -Heat recovery, Solar 10. Ceiling types - DHP- Dedicated heat pump) a. Under Attic R=19.0,1471.0 fP _ 15. HVAC credits - b. N/A - (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts - PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Garage Sup. R=6.0,22.0 ft - MZ- C- Multizone cooling, b. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0,24.0 ft MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Conshuction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed' based on installed Code compliant €eatures. Builder Signature: Date: ° s t A f Address of New Home: City/FL Zip: cOD we *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. if your score is 80 or greater (or 86 for a US EPA/DOE Energy&P designation), Your home may qualify for energy efficiency mortgage (FSM incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 32116381492 or see the Energy Gauge web site at www-ftec.ucfedu for information and a list of cefifiedRatem For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community A,,Q' airs at 85al487- -1824. EnergyGauge4D (Version: FLRCPB v3.22) Residential System Sizing Calculation Summary MR. 8 MRS. FREDERICK Project Title: Code Only 500 NE 90TH STREET FREDERICK RESIDENCE Professional Version MIAMI SHORES, FL Climate: South 8/13/2002 Location for weather data: Miami - Defaults: Latitude(25) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 7 Humidity difference 5 r. Winter design temperature 47 F ' Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 23 F Summer temperature difference 15 F Total heating load calculation 25835 Btuh Total cooling load calculation 43891 Btuh Submitted heating capacity 41000 Btuh Submitted cooling capacity 48800 Btuh Submitted as % of calculated 158.7 % Submitted as % of calculated 111.2 % WINTER CALCULATIONS Winter Heating Load for 2140 sqft Load compo nent Load Duds(s%) Window total 420 sqft 11159 Btuh till.( %) Wall total 1610 sqft 5268 Btuh Door total 60 sqft 620 Btuh DO-� 8() wx(43%) Ceiling total 1471 sqft 1765 Btuh Floor total 117 ft 2176 Btuh `' Infiltration 143 cfm 3617 Btuh Subtotal 24605 Btuh Duct loss 1230 Btuh j2O9 c.r�a(ra) TOTAL HEAT LOSS 25835 Btuh SUMMER CALCULATIONS Summer Coolina Load for 2140 sqci ft Load compo nent Load Window total 420 sqft 21718 Btuh Lata t Wall total 1610 sqft 3515 Btuh Laant n}A (gI %) Door total 60 sqft 636 Btuh Ceiling total 1471 sqft 3383 Btuh Floortotal 0 Btuh o,cu(ass) wrWOVVS(ae%) Infiltration 125 cfm 2064 Btuh Internal gain 3000 Btuh tin[sx) Subtotal(sensible) 34316 Btuh D ,,,, ( , %) Dud gain 3432 Btuh (, Total sensible gain ` 3 48 Stuh �nga(OV Latent gain(infiltration) 4763 Btuh Latent gain(intemal) 1380 Btuh EnergyGauge® System Sizing based on ACCA Manual I Total latent gain 6143 Btuh PREPARED BY: TOTAL HEAT GAIN 43891 Btuh DATE: EneravGauaedt) FLRCPB J322 System Sizing Calculations - Winter Residential Load - Component Details MR. & MRS. FREDERICK Project Title: Code Only 500 NE 90TH STREET FREDERICK RESIDENCE Professional Version MIAMI SHORES, FL Climate: South Reference City: Miami (Defaults) Winter Temperature Difference: 23.0 F 8/13/2002 Window Panes/SHGC/Frame/U Orientation Area X HTM= Load 1 1, Clear, Metal, DEF N 30.0 26.6 798 Btuh 2 1, Clear, Metal, DEF W 60.0 26.6 1596 Btuh 3 1, Clear, Metal, DEF S 54.0 26.6 1436 Btuh 4 1, Clear, Metal, DEF E 7.0 26.6 186 Btuh 5 1, Clear, Metal, DEF S 7.5 26.6 200 Btuh 6 1, Clear, Metal, DEF E 24.0 26.6 638 Btuh 7 1, Clear, Metal, DEF W 60.0 26.6 1596 Btuh 8 1, Clear, Metal, DEF N 24.0 26.6 638 Btuh 9 1, Clear, Metal, DEF N 18.0 26.6 479 Btuh 10 1, Clear, Metal, DEF N 32.0 26.6 851 Btuh 11 1, Clear, Metal, DEF E 48.0 26.6 1277 Btuh 12 1, Clear, Metal, DEF S 48.0 26.6 1277 Btuh 13 1, Clear, Metal, DEF S 7.0 26.6 186 Btuh Window Total 420 11159 Btuh Walls Type R -Value Area X HTM= Load 1 Concrete - Exterior 5.0 1580 3.3 5214 Btuh 2 Frame - Adjacent 11.0 30 1.8 54 Btuh Wall Total 1610 5268 Btuh Doors Type Area X HTM= Load 1 Insulated - Exter 20 10.8 216 Btuh 2 Insulated - Exter 20 10.8 216 Btuh 3 insulated - Adjac 20 9.4 188 Btuh Door Total 60 62013tuh Ceilings Type R -Value Area X HTM= Load 1 Under Attic 19.0 1471 1.2 1765 Btuh Ceilina Total 1471 1765Btuh Floors - Type R -Value Size X HTM= Load 1 Slat -On -Grade Edge Insul 0 117.0 ft(p) 18.6 2176 Btuh Floor Total 117 2176 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 21400(sgft) 143 3617 Btuh Mechanical 0 1 0 Btuh Infiltration Total 143 3617 Btuh Subtotal 24605 Btuh Totals for Heating Duct Loss(using duct multiplier of 0.05 ) 1230 Btuh Total Btuh Loss 25835 Btuh EneravGauaeA FLRCPB Y3.22 A . Manual J Winter Calculations Residential Load - Component Details (continued) MR. & MRS. FREDERICK Project Title: Code Only 500 NE 90TH STREET FREDERICK RESIDENCE Professional Version MIAMI SHORES, FL Climate: South 8/13/2002 Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated meta (U - Window U- Factor or'DEF' for default) (HTM - ManuaiJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) En& vGau=* FLRCPB v3.22 System Sizing Calculations - Summer Residential Load - Component Details MR. S MRS. FREDERICK Project Title: Code Only 500 NE 90TH STREET FREDERICK RESIDENCE Professional Version MIAMI SHORES, FL Climate: South Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F 8/13/2002 Type Overhang Window Area(sqft) HTM Load Window Panes/SHGC/U/InSWExSh Omt Len Hot Gross Shaded Unshaded Shaded Unshaded 1 1, Clear, DEF, N, N N 1 14 30.0 0.0 30.0 27 27 810 Btuh 2 1, Clear, DEF, N, N w 1 14 60.0 0.0 60.0 27 85 5100 Btuh 3 1, Clear, DEF, N, N S 1 8 54.0 54.0 0.0 27 44 1458 Btuh 4 1, Clew, DEF, N, N E 1 4 7.0 0.0 7.0 27 85 595 Btuh 5 1, Clear, DEF, N, N S 1 4 7.5 7.5 0.0 27 44 202 Btuh 6 1, Clear, DEF, N, N E 1 5 24.0 3.6 20.4 27 85 1833 Btuh 7 1, Clear, DEF, N, N w 1 6 60.0 8.3 51.7 27 85 4619 Btuh 8 1, Clear, DEF, N, N N 1 5 24.0 0.0 24.0 27 27 648 Btuh 9 1, Clear, DEF, N, N N 1 5 18.0 0.0 18.0 27 27 486 Btuh 10 1, Clear, DEF, N, N N 1 8 32.0 0.0 32.0 27 27 864 Btuh 11 1, Clear, DEF, N, N E 1 5 48.0 8.0 40.0 27 85 3618 Btuh 12 1, Clear, DEF, N, N S 1 5 48.0 48.0 0.0 27 44 1296 Btuh 13 1, Cdr, DEF, N, N S 1 4 7.0 7.0 0.0 27 44 189 Btuh Window Total 1 1 420 21718 Btuh Walls Type R -Value Area HTM Load 1 Concrete - Exterior 5.0 1580.0 2.2 3476 Btuh 2 Frame - Adjacent 11.0 30.0 1.3 39 Btuh Wall Total 1610.0 3515 Btuh Doors Type Area HTM Load 1 Insulated - Exter 20.0 10.6 212 Btuh 2 Insulated - Eder 20.0 10.6 212 Btuh 3 Insulated - Adjac 20.0 10.6 212 Btuh Door Total 60.0 636 Btuh Ceilings Type/Color R -Value Area HTM Load 1 Under Attic /Dark 19.0 1471.0 2.3 3383 Btuh Ceillno Total 1471.0 3383 Btuh Floors Type R -Value Size HTM Load 1 Slab -On -Grade Edge Insulation OA 117.0 ft(p) 0.0 0 Btuh Floor Total 117.0 0 Btuh Infilbation Type ACH Volume CFM= Load Natural 0.35 21400 125.1 2064 Stub Mechanical 0 0 Btuh I nfiltration 125 1 2OU Internal Occupants Btuh/occupant Appliance Load in 6 X 300 + 1200 3000 Btuh EneravGauoeM FLRCPB v3.22 Manual J Summer Calculations Residential Load - Component Details (continued) MR. & MRS. FREDERICK Project Title: Code Only 500 NE 90TH STREET FREDERICK RESIDENCE Professional Version MIAMI SHORES, FL Climate: South 8/13/2002 Subtotal 34316 Btuh Duct gain(using duct multiplier of 0.10) 3432 Btuh Total sensible gain 37748 Btuh Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) 4763 Btuh Latent occupant gain (6 people @ 230 Btuh per person ) 1380 Btuh Latent other gain 0 Btuh TOTAL GAIN 43891 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF' for default) (InSh - Interior shading device: none(N), Blinds/Daperies(B) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (Omt - compass orientation) EnemvGauoedo FLRCPBv3.22 s r a; Pa -r FIQ'6 9 bl Gl > -a 1 .003 uz litt� o� si��a �ljjcl di.,, ., cv,�:.l, �,:iclivi�lru:�l 5h�.�T. ;�I� in�cx s.h.�.�� Of TrLlsa of cch clra.�vin. L'n i[a r o wss 1)e.�ion 1'�� l� iQc 1 L.. R tIs loo. 36) ?0 5 33?0 Pacl CID 6C P-0 �ld WcSTQ.II, 17-L 3 3 3 31 (954) a00 ^71 - CEP 0 � 1004 Pa'u j ��v i Ma t ; FREDERICK (FREDERICK- RESIDENCE) 500 N.E.90Th.STREET MIAMI SHORES,FLORIDA A u ( 11 u 11 )": MIAMI SHORES, FLORIDA Lo��J: 30 + 15 +0+10 PSF, 33 o duration factor ��t'�,,,1c-4'f �,:.al�;t1 ►Ct'!' �)1'1�.G�.'o� C�` To: FREDERICK Reaction Summa Job Number: Page: 1 Project: Block No: Date: 08 -08 -2004 - 10:46:48 PM Model: Lot No: Project ID: 4314 LF. : Site: Offic e: Deliver To: Account No: Designer: mtm 500 N. E. 9 0Th .STREET Salesperson: MIAMI SHORES , FLORIDA Quote Number: Tentative Deliv Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: 1-1-7 Joint 8 Joint 6 2 CJ5 6-10-14 MONO TRUSS 1.40 382 lbs. 290 lbs. SC Cr p f1 7 2004 22 lbs. each 0.00 -191 lbs. -176 lbs. v 1 1 - 5 - 13 Joint 1 Joint 7 1 HH100500 11-2-8 MONO Hip 2.00 6271bs 627 lbs c� 49 lbs. each 0.00 3391 )a. -349 lbs. 1-5-13 I Joint 1 Joint 5 S E P 0 7 1 HHI05 11- 2 - 8 MONO HIP 2.00 590 lbs. 590 lbs. t 45 lbs. each 0.00 -318 lbs. -329 lbs. 1-5-13 Joint 1 Joint 7 104 2 HH7 11-2-8 MONO HIP 2.00 627 lbs. 627 lbs. S�P 7 0 d 49 s. each 0.00 -339 lbs. -349 lbs. 1 -5- 13 Joint 1 Joint 7 200 �2 HH9 11-2-8 MONO HIP 2.00 627 lbs. 627 lbs. S E P 0 7 o 49 lbs. each 0.00 - 339 lbs. - 349 lbs. 1 Joint 1 Joint 8 — 2 HHG5 11-2-8 MONO HIP 2.00 939 lbs. 1066 lbs. 0 50 lbs. each 0.00 -511 lbs. -590 lbs. 200 0-7-9 Joint 1 Joint 3 Joint 2 4 J1 2-0-0 JACK 2.00 105 lbs. 19 lbs. 86 lbs. S E P O 7 2014 6 lbs. each 0.00 -68 lbs. -83 lbs. 0-9-9 Joint 4 Joint 2 Joint 3 00� 4 J3 3-0-0 JACK 2.00 786 lbs. 132 lbs. 414 lbs. S E P Q 7 91bs. each 0.00 -503 lbs. - 1271bs. 596 lbs. 1-1-9 Joint 1 Joint 3 Joint 2 8 J5 5 - 0 - 0 JACK 2.00 252 lbs. 45 lbs. 207 lbs. S E f p O 7 3 17 lbs. each 0.00 -162 lbs. -199 lbs. Job Truss Truss Type Qty Ply FREDERICK 4314 CJ5 I MONO TRUSS 2 1 i Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Aug 08 22:45:45 20044 Page 1 4 -6-8 6 -10-14 7r0 -1,4 4 -6 -8 2-4-6 0 -2 -0 Scale = 1:12.2 M 1.40 12 1.5x4 11 3 4 2 T1 V 1 61 � 2.25x8 = 7 6 2.25x8 j 1.5x4 11 2 -10 -0 4 -6 -8 6 -10 -14 2 -10 -0 1 -8 -8 2-4-6 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.24 Vert(LL) 0.04 1 >931 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.37 Vert(TL) -0.07 1 >574 240 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 22 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 6 -0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 6=290/0-1-8,8=382/0-8-0 Max Horz 8=- 76(load case 2) Max Uplift6=- 175(load case 2), 8=- 190(load case 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1-2=-77/86,2-3=-76/82,3-4=0/0,3-6=0/10 BOT CHORD 1 -8 =- 87175, 7 -8 =- 11/75, 6- 7=- 11/75, 5 -6 =0 /0 WEBS 2- 7 = -37/6 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 175 lb uplift at joint 6 and 190 lb uplift at joint 8. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). J O H N A I LTER r P.E. LOAD CASE(S) Standard REGISTERED STRUCTURAL ENGINEER 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 STATE OF FLORIDA #36205 Trapezoidal Loads (plf) Vert: 1= 0(F =10, B =1O)4o- 5=- 190(F = -85, B = -85) 3320 PADDOCK ROAD, WESTON, FL 33331 SEP 0 7 1004 1 r Job Truss Truss Type Qty Ply FREDERICK 4314 HH105 MONO HIP 1 1 Job Reference o tional Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Aug 08 22:45:46 2004 Page 1 7 -0 -0 11 -2 -8 7 -0-0 4 -2-8 Scale = 1:20.3 2.00 F1 2 412 — 1.5x4 11 3 4 2 WT 1 HW1 M 3x4 = 3x4 = 6 3x4 9::� 1x4 II 3x4 2 -0-0 7 -1 -12 11 -2 -8 2 -0 -0 5 -1 -12 4-0 -12 Plate Offsets (X,Y): [1:0-8-10,0-1-81 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.05 6 >999 360 M1120 249/190- TCDL 15.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.08 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2001 1ANSI95 (Simplified) Weight: 46 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 4-7 -3 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 7 -0 -3 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2-8 -1 1 REACTIONS (Ib/size) 5= 590/0 -3-8, 1= 590/0 -8 -0 Max Horz 1 =96(load case 2) Max Uplift5=- 328(load case 2), 1=- 317(load case 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1-2=-1265/671,2-3=-1265/671,3-4=-0/0,4-5=-183/142 BOT CHORD 1-6=-706/1243,5-6=-700/1256 WEBS 3- 6= 0/108, 3 -5 =- 1309/729 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second.gust); h =15ft; TCDL= 5.Opsf, BCDL= 5.Opsf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 328 lb uplift at jointAO H N A. I LTER, P. and 317 lb uplift at joint 1. REGISTERED STRUCTURAL ENGINEER LOAD CASE(S) Standard STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 SEP 0 7 2004 c Job Truss Truss Type Qty Ply FREDERICK 4314 HH7 MONO HIP 2 1 Job Reference o tional Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Aug 08 22:45:48 2004 Page 1 7 -0 -0 11 -2-8 11 -10 -8 7 -0 -0 4 -2-8 0 -8 -0 Scale = 1:21.4 1x4 11 2.00 12 4x12 = 3x4 = 2.25x8 I I .3 4 5 6 2 In LA V 1 W1 M 3x4 = 3x4 10 9 8 3x4 = 1 x4 11 3x4 = 4x6 = 1x4 I I , 2 -0-0 i 7 -1 -12 11 -2 -8 2 -0-0 5 -1 -12 4-0 -12 0 -8 -0 Plate Offsets (X,Y): [1:0 -8- 10,0 -1-81 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.74 Vert(LL) 0.11 1 -10 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.50 Vert(TL) -0.17 1 -10 >782 240 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 CodeFBC2001 /ANSI95 (Matrix) Weight: 49 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3 -11 -10 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5 -11 -0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2 -8 -11 REACTIONS (lb /size) 7= 627/0 -3 -8, 1= 627/0 -8 -0 Max Horz 1= 96(load case 2) Max Uplift7 =- 348(load case 2), 1=- 338(load case 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =- 1721/898, 2 -3 =- 1669/905, 3 -4 =- 390/219, 4 -5 =- 390/219, 5- 6 =0 /0, 5 -8= -44/82 BOT CHORD 1-10=-932/1657,9-10=-925/1672,8-9=-925/1672,7-8=0/0 WEBS 3-10= 01124, 3 -8 =- 1336(736, 6 -7 =- 289/155 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. JOH A. I LTER , P. E. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 348 lb uplif�tiRED STRUCTURAL ENGINEER and 338 lb uplift at joint 1. 5) Design assumes 42 (flat orientation) purlins at oc spacing indicated fastened to truss TC w/ 2 -1 Od nails. STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 LOAD CASE(S) Standard SEP 0 7 aooa Job Truss Truss Type Qty Ply FREDERICK 4314 HHG5 MONO HIP 2 � 1 � I Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MiTek Industries, Inca Sun Aug 08 22:45:50 2004 Page 1 5 -0 -0 7 -11 -8 11 -2 -8 11 -10-8 5-0-0 2 -11 -8 3 -3 -0 0 -8 -0 Scale = 1:21.4 3x4 2.00 12 = 4x4 = 3x5 = 3x4 = 1x4 11 3 4 5 6 7 2 1 M 3x5 = 3x7 11 10 9 5x7 = 3x5 = 3x4 = 3x5 = 3x4 = 2-0-0 , 5 -1 -12 , 11 -2 -8 01 -10 -8, 2 -0-0 3 -1 -12 6 -0 -12 0 -8-0 Plate Offsets (X,Y): [1:0- 7- 2,0 -2 -8] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.22 11 >626 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.29 11 >469 240 BCLL 0.0 Rep Stress Incr NO WB . 0.55 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 CodeFBC2001 /ANSI95 (Simplified) Weight: 51 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2 -9-4 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4 -0 -11 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2 -1 -2 REACTIONS (lb /size) 8=1066/0-3-8,1=939/0-8-0 Max Horz 1= 69(load case 2) Max Uplift8=- 589(load case 2), 1=- 510(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3769/2050,2-3=-376912050, 3 -4 =- 3749/2055, 4 -5 =- 783/432, 5 -6 =- 783/432, 6- 7 =0 /0, 6- 9=- 345!739 BOT CHORD 1-11=-2049/3705,10-11=-1868/3079,9-10=-1868/3079,8-9=-432/783 WEBS 3 -11 =- 40/320, 4 -11 =- 196/700, 4 -9 =- 2383/1490, 7 -8 =- 48/37, 6 -8 =- 1276!705 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf, BCDL= 5.Opsf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. JOHN A I LTER, P.E. 3) Provide adequate drainage to prevent water ponding. REGISTERED STRUCTURAL ENGINEER 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 589 lb uplift at �omt TATE OF FLORIDA #36205 and 510 lb uplift at joint 1. 3320 PADDOCK ROAD, WESTON, FL 33331 5) Girder carries hip end with 5-0-0 end setback 6) Design assumes 42 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -1 Od nails. 7) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 320.81b down and 167.31b up at 5-0-0 on bottom chord. The design /selection of such special connection device(s) is the responsibility of others. SEP 0 7 2004 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 Job Truss Truss Type Qty Ply FREDERICK 4314 HHG5 MONO HIP 2 1 Job Reference (optional Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Aug 08 22:45:50 2004 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1- 11 = -20, 8-11= 32(F = -12), 1- 3 = -90, 3- 6=- 143(F = -53), 6- 7=- 143(F = -52) Concentrated Loads (lb) Vert: 11=- 321(F) JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 SEP 0 7 1�� Job Truss Truss Type Qty Pry FREDERICK 4314 J1 JACK 4 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Aug OS 22' 004 Page 1 2 -0-0 2 -0-0 2.00 12 Scale = 1:4.4 CPI 1 T1 2.5x4 = 2.5x4 = 3 2 -0 -0 , 2 -0-0 Plate Offsets (X,Y): [1:0- 11- 3,0 -1 -0], [1:0-5-4, Edge] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.19 Vert(LL) n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.02 Vert(TL) -0.00 1 >999 240 13CLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 6lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 2 =86 /Mechanical, 3= 19/0 -3-8, 1= 105/0 -8 -0 Max Horz 1 =31(load case 2) Max Uplift2=- 82(load case 2), 1=- 67(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2= -17/12 BOT CHORD 1 -3 =010 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 2 and 67 lb uplift at joint 1. LOADCASE(S) Standard JOHN A. ILTER, F.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 SEP 0 7 1004 Job Truss Truss Type Qty Ply FREDERICK 4314 J3 JACK 4 1 Job Reference (optional Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Aug 08 22:45:52 2004 Pagel 3 -0 -0 3 -0 -0 2.00 12 :5.1 1 T1 B1 2.5x4 = 4 3 2 -8 -0 2-8 -0 0-4 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.18 Vert(LL) 0.16 1 >172 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.69 Vert(TL) -0.19 1 >151 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 2 n/a n/a BCDL 10.0 Code FBC2001 /ANS195 (Matrix) Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 2= 132/Mechanical, 3=- 595/0 -1 -8, 4= 786/0 -8 -0 Max Horz 4= 46(load case 2) Max Uplift2=- 126(load case 2), 3=- 595(load case 1), 4=- 502(load case 2) Max Grav2= 132(load case 1), 3= 414(load case 2), 4= 786(load case 1) FORCES (lb) Maximum Compression /Maximum Tension TOP CHORD 1- 2= -25/17 BOT CHORD 1-4=-0/46,3-4=0/0 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 2, 595 lb uplift at joint 3 and 502 lb uplift at joint 4. LOADCASE(S) Standard JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33332 SEP 0 7 2ooa Job Truss Truss Type Qty Ply FREDERICK 4314 J5 JACK 8 1 Job Reference o tional Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Aug 08 22:45:53 2004 Page 1 5 -0-0 5 -0 -0 Scale = 1:8.5 2 2.00 12 T1 1 131 2.5x4 = 2.25x8 2.25x8 11 2-0-0 5 -0-0 2 -0-0 3 -0-0 Plate Offsets (X,)O: [1:0- 8- 7,0 -0 -8], [1:0 -0- 0,Edge], [1:0-0-4,3-0-9] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.72 Vert(LL) n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.10 Vert(TL) -0.03 1 -3 >999 240 SCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2001 /ANS195 (Matrix) Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 5 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2 X 4 SYP No.3 REACTIONS (lb /size) 2 =207 /Mechanical, 3= 45/0 -3 -8, 1= 252/0 -8 -0 Max Horz 1= 77(load case 2) Max Uplift2=- 198(load case 2), 1=- 161(load case 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1- 2= -42/29 BOT CHORD 1 -3 =0 10 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 198 lb uplift at joint 2 and 161 lb uplift at joint 1. JOHN A. I LTER, P.E. LOAD CASE(S) Standard REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 07 I1ter Engineering, Ltd. Co. 3320 PADDOCK ROAD, WESTON, FL 33331 PHONE (954) 600 -7123 • FAX (305) 512 -9424 • E-MAIL ILTER@BELLSOUTH.NET January 14, 2004 Eddie Davies Royal Truss, Inc. Medley, FL Re: End Jack Connection Detail- Top chord to corner jack/Hip girder Dear Eddie, As you requested, I investigation the connection requirements for open -ended jacks in a standard corner set based on the following parameters: Spacing 2'- 0" o.c. - . -- Gravity Load 30 + 15 + 0 + 10 PSF Wind Load 146 MPH, Components and Cladding loads, ASCE 7 -98 per FBC 2001 Occupancy category II, exposure C, 25 ft. above ground, 10 PSF dead load. Lumber 2x4 No. 2 SYP minimum top and bottom chord (no webs) Pitch 2:12 to 6:12 16d Toe -Nail Capacity = 154 * .83 * .77 * 1.33 = 130# Approved Hurricane Clip Min. capacity 400# each direction Mark Span Top Chord Bottom Chord Top Chord Bott. Ch. Reaction Reaction Connection Connection Gravity Uplift J1 1 ' - 0 45# 77# 10# (2), 16d (2). 16d Toe -nails Toe -nails J3 3' - 0 135# 1799 30# (2), 16d (2). 16d Toe -nails Toe -n ails J5 5'- 0" 225# 331# 50# (3), 16d (2). 16d Toe -nails Toe -nails P T- 0" 315# 395# 70# Hurricane (2). 16d Clin Toe -nails If you have any questions regarding this matter, please do not hesitate to call, Sincerel John A. Ilter, P.E. FL Reg Eng. No 36205 V Job Truss T Truss Type Qty Ply Piggy base ROOF TRUSS 1 1 Notes: Brace structural top chord at 2'0" o.c. max. Attach to Required Web Bracing: top or bottom chord of supporting truss with 2, 10d nails. Bracing Web Length up to 4'- 0": No Bracing to be secured at each end and diagonally braced as required Web Length 4'- 0" tp 8'- 0 ": 2x4 "T" -Brace by project engineer or architect Note: Vertical members may be connected to supporting truss with 3x6 Nail -on plate, using (8), 1 -112" long, 11 gage nails per plate 4x4 2x4 cont. bracing spaced at 24" o.c., conn. / r to base truss and piggyback truss w/ (2), 16d f I 2x4 toe nails. Bracing to be properly secured at ends. L P r� Piggyback Hip Detail J LOADING (psf) SPACING 2 -0 -0 BRACING TCLL 30.0 Plates Increase 1.33 TOP CHORD Sheathed or 2 -0 -0 oc purlins. TCDL 15.0 Lumber Increase 1.33 BOT CHORD Rigid ceiling directly applied BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code NOTES 1) This truss has been designed for the loads generated by 146 mph winds at 25 ft above ground level located 10 mi from the hurricane oceanline. ASCE 7 -98 LUMBER components and cladding external pressure coefficients for the interior (1) zone TOP CHORD 2 X 4 SYP No.2 and 5.0 psf top chord and 5.0 psf bottom chord dead load are being used. The BOT CHORD 2 X 4 SYP No.2 design assumes occupancy category 11, terrain exposure C and internal pressure WEBS 2 X 4 SYP No.3 coefficient condition I. The lumber DOL increase is 1.33, and the plate grip `- increase is 1.33 liter Engineering, Ltd. Co. 3320 Paddock Road Weston, FL 33331 (954) 600 -7123 John A. liter, P.E. F L Reg. Eng. No. 36205 This safety alert symbol is used to attract your DANGER: A DANGER designates a condition attention? PERSONAL SAFETY IS INVOLVED! When where failure to follow instructions or heed warn you see this symbol - BECOME ALERT - HEED ITS A ing will most likely result in serious personal MESSAGE. injury or death or damage to structures. CAUTION: A CAUTION identifies safe operating WARNING: A WARNING describes a condition practices or indicates unsafe conditions that could where failure to follow Instructions could result in result in ersonal injury or damage to structures. severe personal injury or.da a to structures. p l Y 9 P } y d HIB -91 Summary Sheet ° COMMENTARY and RECOMMENDATIONS for TRUSS PLATE INSTITUTE HANDLING, INSTALLING &BRACING METAL. 583 D'Onofrio Dr., site 200 PLATE CONNECTED WOOD TRUSSES© Madison, Wisconsin 53719 (608) 833 -5900 It is the responsibility of the installer (builder, building contractor, licensed personnel inthewoodtruss industry, butmust, cluetothe nature of responsibilities contractor, erector or erection contractor) to Properly receive unload, store, involved, be presented as a guide forthe use of a qualified building designer or handle install and brace metal plate connected wood trusses to protect life and installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility ��ert . The installer must exercise the same high degree of safety awareness as for damages arising from the use, application or reliance on the recommendations with any other structural material. TPI does not intend these recommendations to and information contained herein by building designers, installers, and others. be interpreted as superiorto the project Architect's or Engineer's design specification Copyright Q by Truss Plate Institute, Inc. All rights reserved. This document or for handling, installing and bracing wcodtrussesfora particular rooforfloor. These any part thereof must not be reproduced in any form without written permission recommendations are based upon the collective experience of leading technical of the publisher. Printed in the United States of America. CAUTION: The builder, building contractor, licensed CAVTIQN All temporar ng should beano less contractor, erector or erection contractor'is; ad than... 20: grade (narked cumber. All: connections vised to obtain and read the entire booklet "C,om should be made with rt►inlmurn of 2.16d nails. All mentary and Recommendations for Handling, In- trusses assumed 2' pn- centerGr less„ All multi -ply stalling & Bracing,Metai Plate Connected Woad. trusses' be connected 'together in accor- Trusses, HIB -91 "from the Truss Plate Institute; " dance with design drawlnp prior tot installation. TRUSS 'STORAGE CAUTION: Trusses should not be uneven surfaces which ter cou d / cause damage to the truss. 1 8 Trusses stored horizontally should be sup- - -- - - - - -- ported on blocking;to prevent excessive Trusses stored vertically should be lateral bending and lessen moisture gain. braced to prevent toppling or tipping. WARNING: Do not break banding until installs - DANGER Do not store bundles; upright unless tion begins or liftebundied trusses by the bands. properly braced; DANGER Walking on trusses -which are lying WARNING: Do not use damaged trusses. ® flat is extremely dangerous, and shouldbestrictly prohibited. Frame 1 WARNING: Do not attach cables, chains, or WARNING: Do not lift single trusses with spans hooks to the web members. greater than 30' by the peak. �0' jor MECHANICAL INSTALLATION or less s Tag Approximately Approximately Tag Line /L truss length '/z truss length Line -- -- Truss spans less than 30'. Lifting devices should be connected to the truss top chord with a closed -loop Strongback/ Spreader Bar attachment utilizing materials such as P / SpreaderBar / slings, chains, cables, nylon strapping, 10, Toe in etc. of sufficient strength to carry the \ - - -� Tae In weight of the truss. Each truss should be set in proper position per the building — - designer's framing plan and held with _ —�- Approx_ imately _ the lifting device until the ends of the Approximatel (` '/. to 3/e tr uss len th truss are securely fastened and tempo - 35 to' /, truss length rary bracing is installed. �— - Less than or equal to 60' Greater than 60' I Tag Line Tag Line Spreader Bar Strongback/ t 0' t 0 SpreaderBar Toe In - - -- % \ Toe in At or above mid - height . Approximately AP roxi mately - - -- to 4/! truss length 3 to 1 /4 truss length - - - -- -- Tag Tag Less than or equal to 60' Line Line Greater than 60' CAUTION: Temporary bracing shown irit`this sumrnary'sheet is adequate for the Installation of trusses with similar configurations. Consult a registered professional engineer if ,a 'different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for; Temporary Bracing': of Metal Plate Connec,tod l Oct Trusses, DSB•89, and in some cases determine that a wider ;?pacing is possible. GROUND BRACING:BUILDING INTERI IGROUND , BRACING:' BUILDING EXTERIOR --�\ � � GBp : Top Chord Typical vertical End Wall Side LBT attachment plan v p t = ,J i% v � �� -� - / /'_ ✓� - r� Blocking i \ i S�': ✓- Ground braces -� \ 1 „ __-vertical (GBV) Ground Brace ' 1 To Chord Verticals (GB _ Ground brace diagonals (GBD) " �I group of trusses Ground brace Ind b`7 (E B). vertical (GBV) \ \ \\ brace \ tat truss of braced \ \ lateral ;lB Ground brace \.� t \\ group of trusses lateral (LB \" Vj L Ground brace End brace (EB) diagonals (GB ; Note: 2nd floor aystem shall have adequate capacity to support ground braces. Strut , -� Backup �' (ST) - 2 nd fl ground 17 stake Driven % Typical horizontal tie member with tat floor ground stakes -% multiple. stakes (NT) A CAUTION: Ground bracing required for all Installations. :K1 Frame 2 TOP CHORD a TOP CHORD DIAGONAL BRACE \ 12 MINIMUM LATERAL BRACE SPACING (DBS) 4 or greater SPAN PITCH SPACING(LBS) F# trusses sp/nF SPF/HF Z ., _ _ - Up to 32' 1 4/12 8' 20 15 Over 32'- 48' 1 4/12 6' 10 7 \ Over 48'- 60' 1 4/12 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir Continuous Top Chord All lateral braces Lateral Brace // - lapped at least 2 Required i \' / \%� trusses. 10' or Greater j Z _L �\ i �j /, \ \\ Attachment ; Required - i T r o rO e Top chords that are laterally braced can buckle togetherand cause collapse it there ianodiago- \ nal bracing. Diagonal bracing should be nailed _ to the underside of the top chord when purling are attached to the topside of the top chord PITCHED TRUSS WARNING; Failure to followthese recommendations could result in severe personal injury or damage to trusses or buildings.. TOPCHORD MINIMUM TOP CHORD DIAGONAL13RACE PITCH LATERAL BRACE SPACING (DBS) 12 ? SPAN DIFFERENCE SPACING(LBS) [# trusses]: 5 I SP /DF SPF HF - \ U to 28' 2.5 7' 17 12 Over 28' 42' 3.0 1 6' 9 6 Over 42' - 60' 3.0 1 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir r� Continuous Top Chord _ �/ All lateral braces Lateral Brace - -�� Required > lapped at least 2 trusses. - 10" or Greater Attachment Required \ 2.5 \ p� @ Topebordatha tare later ally br aced canbuckle Q lt� togetherand cause collapse if the, aisnodwgo- ,2 nal bracing. Diagonal bracing should be nailed Q� f rl to the underside of the top chord when purlins __4 -- \f '�qr�°', '� are attached to the topside of the top chord. ?r SCISSORS TRUSS Frame 3 12 - -� 4 or greater BOTTOM CHORD _ BOTTOM CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING (DBS) ' SPAN PITCH SPACING(LBS) [# trusses] x i Up to 32' 4/12 15' 1 20 1 15 Over 32'- 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 - - Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fir All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated- at each end of the building and at same spacing as top chord diagonal bracing. BOTTOM CHORD PLANE WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings, l "x Cross bracing repeated at each end of the building and at 20' sP S\ 0 Intervals. i e l Permanent � `o, /� \\\ / continuous 1" lateral bracing •� — �� -- \� as specified by the truss engineering. � 4 W EB MEMBER P Frame 4 TOP CHORD 2x4/2x6 PARALLEL Continuous —� TOP CHORD DIAGONALBRACE CHORD TRUSS Top Chord Lateral Brace MINIMUM LATERAL BRACE SPACING (DBS) Required SPAN DEPTH SPACING(LB # trusses Top chords that are laterally braced can buckle SPIDF SPF /HF togetherand cause collapse it there isnodiago- 10" or Greater U 32' 30" 8' 16 10 nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins - - -� Over 32 ' - 48' 42" 6' 6 4 are attached to the topside of the top chord. _j O ver 4w _ -6o , 60' 48" 5' 4 1 2 Over 60' See a registered professional engineer Attachment �l DF - pougias Fir -Larch SP - Southern Pine Required HF - Hem -Fir SPF - Spruce - Pine -Fir 20 '(, i 10) B SS Se e Q S PF, p 2 0� or greater _ i i ` All lateral ot braces lapped ' at least east two trusses. �. The end diagonal brace for cantilevered End diagonals are essential for trusses must be stability and must be duplicated on placed on vertical both ends of the truss system. webs in line with the support. A WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. 4x2 PARALLEL CHOR TRUSS:TOP CHORD Continuous Top Chord Top chords that are laterally braced can buckle Lateral Brace togetherand cause collapse ifthereisnodiago- Req uired nalbracing. Diagonal bracing should benailed q �� to the underside of the top chord when purlins 1 or Greater are attached to the topside of the top chord. Attachment r Required h 3 f $ Tr ft 0. / T\ Trusses must have lum ber oriented in the hori- All lateral zontal direction to use braces lapped_ this brace spacing. at least iwo trusses, 4 5 4 End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 12 TOP CHORD --13 or greater \ TOP CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING (DBS) 8sJ SPAN PITCH SPACING(LBS) [# trusses] / SP DF SPF HF Unto 24' 3/12 8' 17 12 \ `\ Over 24' - 42' 3/12 7' 10 6 Over 42'- 54' 1 3/12 1 6' 6 4 \ \ Lover 54' 1 See a registere professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fir All lateral braces lapped at least 2 trusses. Diagonal brace also required on end verticals. Continuous Top Chord Lateral Brace —� Required \ \'" Top chords that are laterally braced can buckle i.,gelherand causecollapse ifthere is no dingo- ` ._. \ nal bracing. diagonal bracing should be nailed i � � 10" or Greater i to the underside of the top chord when purlins 2q' are attached to the topside of the top chord, °t f l Attachment � ONO TRUSS Required — " WARNING, Failure to follow these recommendations could result in. severe personal injury or damage to trusses or buildings. INSTALLATION" TOLERANCES BOW Length L(in) PLUMB D(in) D /50 D(ft) Lesser of 12" 1/4" 1 ' ±1/4 LJ200 or 2" 24" 1 2" 2' 36" 3/4" 3' 48" 1" - 4' -- - - - -i 60 " _ 1-1/4" 5' L(in) L(in) - - - - - -� _72' 1-1/2' 6' 84" 1-3/4" 7' 96" 2" 8' Truss — - " I 108 2.. 9' Depth I -- - r...::.. - D(in) Lesser of Q200 or 2" I Lesser of / -0/50o - r 2" L(in) L/200 L(ft) L(in) Q200 L(tt) Maximum _� Plumb 50" 1 4" 4.2' 20 0" 1" 16.7' Misplacement Line 100 1 2" 8.3' 250" 1 -1/4" 20.8' 150" 3/4" 12.5' 300" 1 -1 /2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 Job Truss Truss Type Qty Ply FREDERICK 4314 J5 JACK 8 1 Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Aug 08 22:47:36 2004 Page 1 5 -0 -0 5 -0 -0 Scale = 2.00 12 T1 1 B 2.5x4 = 2.25x8 I I >—< 2.25x8 11 2 -0-0 5-0 -0 2 -0 -0 3 -0 -0 Overall Truss Height: 1 -1 -9 Heel to Peak: Left 5 -1 -8 Qty: 8 Span: 5-0 -0 Slope: 2.00/12, 0.00/12 Overhang: 0 -0 -0, 0 -0 -0 Loading: 30.0- 15.0 -0.0 -10.0 Spacing: 2 -0 -0 o.c. Weight: 18 lb Board Feet: 69.33bft Last saved: August 08, 2004 ___ «« CHORDS --== (Sq.Cut =90) Piece Qty Overall Center LongSide Type #1 #2 #3 #4 Size Lgth Lumber T1 8 5 -1 -7 5 -0 -13 5 -0 -13 11 80.5 80.5 2 X 4 6 No.2ND SYP B1 8 5-0 -0 4-1 -9 5 -0 -0 11 9.5 90.0 2 X 4 5 No.2ND SYP ___ «« OTHERS » »= = =(Sq.Cut =90) Piece Qty Overall Center LongSide Type #1 #2 #3 #4 Size Lgth Lumber HW1 8 1 -9 -0 0 -10 -8 1 -9 -0 11 9.5 90.0 2 X 4 2 No.3 SYP S , ' Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 irI Finance Department (305) 795 -2209 November 26, 2003 Green Construction Management, Inc. Via Certified Mail # 7002 3150 0004 2861 1125 2300 NW 184 Street Miami, FL 33056 Dear Contractor, re: Your check number #7053 You are hereby notified that a check, numbered 7053 in the face amount of $250.00 issued by you on October 22, 2003 drawn upon First Union National Bank of Florida and made payable to Miami Shores Village, has been dishonored. Pursuant to Florida law, you have 7 days from receipt o"his notice to tender payment of the full amount of such check plus a service charge of $25, if the face value does not exceed $50, $30 if the face value exceeds $50 but does not exceed $300, $40, if the face value exceeds $300, or an amount of up to 5 percent of the face amount of the check whichever is greater, the amount due being two hundred eighty dollars and zero cents ($280.00). This amount must be paid via certified funds (i.e. cash, money order, cashiers check or credit card.) At this time, your permits are not valid for any work performed. We have instructed our building officials and public safety officers to stop any work performed by your company until such time payment is received. Unless this amount is paid in full within the time specified above, the holder of such check may turn over the dishonored check and all other available information relating to this incident to the state attorney for criminal prosecution. You may be additionally liable in a civil action for triple the amount of the check, but in no case less than $50, together with the amount of the check, a service charge, court costs, reasonable attorney fees, and incurred bank fees, as provided in State Statute 68.065. PLEASE GOVERN YOURSELF ACCORDINGLY! Sincerely, MIAMI SHORES VILLAGE Lisa Keeley I '� Accountant - Receivables LK: Enclosure cc: Miami Shores Village Building Department Miami Shores Village Code Enforcement Department GREEN CONSTRUCTION MANAGEMENT, INC. ' 23 .00, 184TH STREET - MIAMI, FL 33055 (305) 260 -2220 � 63- 643/670 DATE PAY TO THE ORDER OF IXR Al W4 LLAAS: FIRST UNION NATIONAL BANK 'OF FLORIDA FOR y�R ICG 00 N as Ill .00 70 5.3 Ila >I:0 G 700.6 4.3.2. 20 900.0 2 &A 5 S LII 1''0 000 2 5000,1' ck IA4 o r oJ�-- n E YbbY3rt�111 3 = 4 'W E� , � 7Ell 3 2816 1 11114 fill ,ozo is /0412000 W a tOrdrrOfh MIAMI- SHORES VILLAGE * * * ** C280. 06 a c m 0 TWO HUNDRED EIGHTY DOLLA AND 00 CENTS Dollars l DR €R: Wachovi Bank, National Association HAROLD GREEN 8� _ .£i -te 03- N Remitter Auth© zed Signature Issued by Inte rated' Payment °.Systems ma., Englewood, Colorado _ Bank One NA Cgln j' 11' LOO 49 L11' A 10 20009 791: 6800 39 28 16 2 7 L611' _. a t PL=ING P`— - MA- -C .RS cy cf STA2'E OF- ,ORIDA rCATCN (�) �• AA? DADE Iy Ca ' 'Cv S ` " �IS�'•AT?'ON .Me.sS is located. ex Li C`- ..cc. Ca: ;: i ate of :r'!r=ance for Ill—`— *ry - to w` .. C to Of Ins�.�ance for ACX'S ShO-- esVillage) or if exemot. " . MV0 (ad(! e" tc W St=.te of Florida Lc5 Form BC<f -204, Cors`-?c ;—!Or ^:s` r �toti o° Election to be Exemt. PE,EME SUER IT EVEPVYMMW C:M D ' PeMnit Application (signed by re=son cerfor L?rc . %e wti> ,lice. cd . can " —or and the propert_/ or owner, both sz� t. =.s ;;ot�i � 3 o sets o: Plans /drasings r �q. a QC�.'.cc3L2 SiQIIed end sea -d =,y = =ylr - ° = arCLt -c e, r._. �• . � n m�:st be on plans and c_es 'oy Grc� _c ;e =it- appli t:on. All plan✓ 's t inc? ece folio II L3itbe= and pro � �3ress. , AtQe.RdeCt plcl'S, I,'t �iti cn o Ply j to t:z_ a-or, must G_so include the number. / S'truct mea Calc ulatians n aco..i sided and se.l by =-ch c_ engineer wthen T c`ble. survey of the property. L- of Elevation sicnea and seated by &= 6 &bstantlal Improvements Checflis - t wn - r T ( tr;.'ctor c_ ew�ne_) . y/ Four sets of energy calculations, signed and sealed TWo sets of signed & sealed Trans pl (fi -). LADE County or State of Florida Procucts ALVZOvaz ..s f or =oof mat�Tia? s, s, er^s, wind -Ows, eXte --ior /garage doors, eluadnC� C= .'Ors, s=ee.^. �Osures, shut aawnir.Gs, skyj;Ghts, ;: —ench ; and. etc. A_crovals frcm $RS, DADE County Impact Fee Seccien, Fire Je * �t a Health Department (when acplicY_e) . D .. M warranty Deed or Other Proof of 0 :.LI-a if n ecessary. t=cb=al Review fee (3 C) Notice of Commencement y j , N jo OF m:'rs y , d Y j� s e r e j lam/ e 1"P (in elks n G ores' } el t„� r id d t/•t G� f�d eJ / Y� Lj (/11'1 t°t~ GVI � � . c,-- L and U na s o t wro dr'r «"' Qv 'r" � 2 u ff a5 - M Sld� �� C 7? a 4,4 �'t, ! � �p .. Reyrsd Gil.= - 3 i T �nH.I v o l , H I A 83�OHS I WO I W: Q I 8e: e T M 83/80 304' °N 3'1 13 CRITIQUE SHEET JOB ADDRESS APPUCANT c F, PERMIT NO. ADDRES PHONE I MIAMI SHORES VILLAGE APPLICATION 0 (Ti - BUILDING I ZONING DEPARTMENT SECTION BY DATE SHEET _.OF ZONING - MISCELLANEOUS ELECTRICAL 3 MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL t. Subject to compliancy vdth eft Federal, State. c'=q.v*aage totes Ind reotdatfoam Wage uam= no respondlbulty for accurecy of /or results fraaa these plans. 2. This copy of plans must be etrtlttbfe as buttdtng site or no Inspectton will be conducted, DATE COMMENTS ^_ INITIALS c - 2 millsoupce. Mamifai ti m of Qttskty Stair Parts � Pawl•hea May 2002 AMERICAS MOULDING SUPPLIER Selectin . St f or Y our H In many cases, the stair case is the aesthetical center piece of the home. A rbdure of T11e two most common stair designs are the Post -to -Post stair and the Over- the -Post stair. beauty, the stair case also is one of the most important structural fixtures of the home, so it I Post-to-Post As the name implies, Post-to-P9 ft stair systems are those in which the handrails very important that the stair case be of the highest quality construction. Before starting any run between a series of newel posts. stair constructions, make sure and familiarize yvurre/f with your local building codes. Codes often vary in different areas of the country. Over - the -Post Over- the -Post rail systems are those in which the handrail is connected by a series of fitting that run over a series of newels. This gives the handrail a continuous aesthetic. En muchos caso, la escalera es la pieza esthetical mas importance de la case. Siendo un Los sistemas mas communes de diseno de escaleras son el que va de Poste a Poste y el que el elemento decorativo, la escalera es tambien una de las pietas estructurales mas importantes que va Sobre el Poste. de una cola, pox to tanto, es muy importante que las construction de la escalera sea de la Poste a Poste -Como su nombre to indica, los sistemas que van de poste a poste son aquellos en dos que dos barandales current a travel de una cede de poster. mas alts calidad. Antes de comenzar la construction de una escalera, asegurese de conocer y famiiiarmarse con los codiges locales de consbncrion vigentes en su Sobre el Poste -Los sistemas de escalera Sobre Poste, son aquellos en los cuales el barandal area. Los codigos de construccion frecuentemente varian en diferentes areas del pals. esta conectado por una serie de guamidones que corren sobre una serie de postes. Esto pro - pordona al barabdal un efecto estetico continuo. • • ' • Over-the-Po 2 -Rise Lan -hand Go oe wit cap , - Roar r anew \ Tandem Cap Phh Rao b 12 Newel / Taper Top a -1,11d re 2 - R"'Bls Rher Let -land Gooseneck weh Cap 1a�Mnq tin.el , larxhng Rowel —Gnl Roaete Pb» d %WF,wv 2444— Govanxk to, Squvo Top PlainH ao L_"Tmad Balusa,s Slervq Nawgl -hvq Vdule _. Squao Top 6ehntM RIOM -hand Tunuu! Largirq Tmad Pawed Rehaned Avon Tmad Knee wall' / Bullnone — &aQel sap f OPE ernes Plowed RatTAM far Square Top ' Sloe Rail wllh Frbt *Over -dM -Foal /- 't/rebladlrOfH)iSShleex sunaq.d Post Poste Po * *All Droducts listed below are Oak unless otherwise s eciffied. The "F" Dart number represents Fitts --Oak material. Items with a "PR" are Pre- Primed. ** F6050 Fs007 ram F6310 F6010 F6010 -PL F6010 -BR FP6015 F6045 F6210 F6210 -PL F6210 -BR FP6015 F6006 12' 8,16' 9',12', 16' Pbwed ee,dln Rsll eaedin• Mould shoo Ran 8',12',16' Plowed Bending Rag Bending Mould Shoe Rail • 8',12',16' Per Foot L2' 616" 12' It 16' 8X12',16' Par Foot 12' &15' 12' &16' Sheraton Hampton F4040 f !, F4042 I - F4040 -60 P4046 -60 F4440 ' F4445 r j r : n Starting Landing Landing Landing .., rt . 84500 84505 84091 Newel i Newel I Newel Newel 1 with a with a With a with a 13 -inch +: 48 -inch ' 56-inch i 'Oak & 5 -inch 5 -inch 5 -inch face face Starting Landing 148 -Inch 56 -inch Primed face face Newel Newel Starting Landing iO en 1 ( in Newel Newel 55 inch PNIn or F luid) Fl uted) BOX arnuae aktwee Newel i 3" x 48" 3" x 54" 3" x 60" 3" x 60" ! 3-1 /z• x 48" 3 a/z - x 56• 3 - 1 /2-xi 3 - iR - - x56" i� Sheraton Hampton L � W P5060 -Primed & F5015 Oak or Primed F5067 Printed F5070 Oak or Primed Oak 36,42 -Inch 36,39,42 -inch 36,39,40,42 -Inch 36,39,40,42 -Inch F5415- PR F5415 -PR -FL F5360 F5611 85005 Pinned Pd nod & Fluted Oak Oak or Primed 36,39,40,42 -Inch 36,42 -Inch 36,42 -Inch i Installation Hardware F8070 Plain Tread F8070- Returned Tread F8075 - Riser 88010 Stern `Ste F30001 -itch F3001 F3003 F3009 Baluster 11 x 42,48 or 60 - inch 11 42,48 a 60 - Inch 8" x 42,48 a 60 48,60 - Inch P plug Rail BOIt FWM.er(6oMa) Driver r l ti F8076 False - 88072 I — - - - a. �/ � - ��J L Riser �.� F8 aP 83005 F8071-RH /LH f� Newel Fastener F3010 �� Y, 87017 Round Rosette 88028 Plain Bracket Plywo od False � � Brass F7037 Oval Rosette F8029 Scroll Bracket Tread Caps `\ Handrail Bracket � ... F3007 - 3" L -Antler (Newel Fastener) F300a 3 -1/2' L -Anchor (Newel Fastener) Installation Manual OKS0127 OKS0100 88080 Lines Nosing 8 12, 16 -foot lengths Larding Treed Shoo Mould (rarre.e Cone Mould IF F." Please 8, 12, 16 -foot kngtlls Please rote that the accessories section of this handout will work with ali sub * *Special Order Species Available Upon Request ( Cherry & Maple) categories (i.e. Post -to -Post & Over- the -Post; however, all of the material in the accessories section Is listed in Oak. F. M11138upce bianhl2 rea olT Qtlallky 9feil 1h8It5 Aj)awcAS MOULDING SuPFW m O ver-the- Po st 8 Po ste HINT: When ordering handrail and fittings you must make sure that the profiles match. You will notice that the first number of the handrail begins with F6 and the first number in the fitting series begin with F7. Please be aware that handrail that starts with the prefix "F6000" matches the fittings that begin with "F7000." (F6000 matches F7000), (f6200 matches F1200) & (F6300matc hes'F7300) Importante: Al ordenarbarandales y partes asegurese de que los perfiles cmxuerde. Notese qug los primeros numeros del barandatempiezan con F6 y los de las gartes comienzan con F7. Tenga en cuenta clue el barandal clue empiezan con "F7000" (06200 se ajusta a las piezas 7200) y (F6200 se ajusta a las pietas - F7200) y (F6300 se ajusta ,a las piezas F7300). "W1 lid below are Oak unless otherwise somified, . The "F" part number re n Fitt --Osl k-ma#aftL-JWm1 with a "PR" are Pre - Primed. x* 3 Newels & 1 Balusters F6010 F6010 -PL F6010 -BR F6310 F6220 F6210 -BR FP6015 F6310 8',12',16' Plowed Bending Rail 12'& 16' 8',12',16' Bending Rail Bending Mould 12'& 16' 8',17,16' Pe FCot PC Foot 12•&16' I � I I - I i 04010 -48 F4013 F4014 F4015 F4454 F4410 F4415 Starting Newel Volute /Starting Newel Turnout /Starting Newel Landing Newel Volute / Turnout Newel Volute /Turnout Newel Landing Newel 3" x 48" 3'x 47.1/2" 3" x 49" 3" x 60" 3" x 49" 3-1/2'x 48" 3-1/2"x 60" • Offered/a P/a/n or Fkded (Ra&ed Newels not MetraM)x"' Left Hand S. Right Hand S- Fitting Coped End Returned End Starting Easing Level Quartertum F7006 F7007 F7008 F7009 F7010 F7011 F7206 F7207 F7208 F7209 F7210 F7211 F7309 F7310 F7311 a Up Easing - Opening Cap Tandem Cap Quarteltum with Cap Left Haul Volute Right Hand Volute F7012 F7019 F7020 F7021 F7030 F7035 F7212 F7219 F7220 F7221 F7230 F7235 F7312 F7319 F7320 F7321 F7330 F7335 f 71 Left Hand Turnout Right Hand Turnout 1 F7040 F7045 %^ Left Hand 2 -Rise with Cap Right Hand 2 -Rise with Cap Left Hand 2 -Rise with Cap Right Band 2 -11tise with Cap '- F7060 F7065 F7081 F7086 F7260 F7265 F7281 F7286 F7360 F7365 F7381 F7386 Wrought Iro - Balusters & Fastening Hardware 2 -Rise with Cap 2 -Rise Gooseneck F7089 F7099 F7299 F7399 **Special Order Species Available Upon Request ( Cherry & Maple) I Hemlock Post -to -Post System (3 -1/4 -Inch Newels a 1- 5 /8-Inch Balusters) FH6005 FH6006 FH6007 shoe Ran Fillet 12'. k 16' 12 Per Foot ' FI5511 F13512 FISS15 F15516 FI5500 FI5S23 F13524 FI5360 FHSO05 -36 FH4500 FH4501 t -FH4505 42 sumnr n.ww t+"wrrw.a 1. rmr e.•« 1. .x16 1-5/ 42 � � FI3101 1/2 -Inch Shoe �! FI3101 -2 9/16 -Itch Shoe „ ,w „rte FI3203 Adjustable Knuckle Miami Shores Village Buildi Permit 10050 NE 2nd Avenue "'° Phone: 305 - 795 -2204 Permit Number: BP2003 -1676 Printed: 5/9/2005 Page 1 of 2 Applicant: NORMA FREDERICK Owner: FREDERICK NORMA JOB ADDRESS: 500 NE 90 ST Contractor Contractor's Address: Local Phone: Parcel # 1132060200010 Legal Description: EL PORTAL SEC 4 PB 12 -56 ALL BLK K LOT SIZE SITE VALUE OR Fees: Description Amount FEE2004 -7238 Building Fee $1,759.26 Total Fee*2,587.94 FEE2004 -7239 CCF $36.00 FEE2004 -7240 CO /CC $50.00 Total Receipt"L,587.94 FEE2004 -7241 Training and Education Fee $12.00 FEE2004 -7242 Technology Fee $43.98 FEE2004 -7243 Scanning Fee $60.00 FEE2004 -7244 Radon $1.70 FEE2004 -7245 Zoning Review $80.00 FEE2004 -7246 Builders Bond $300.00 ® ^r FEE2004 -11739 Building Fee $85.00 b a� �� FEE2005 -2114 Building Fee $35.00 FEE2005 - 2115 Structural Fee $50.00 j FEE2005 -5641 Chane of Contractor $75.00 ^L ' Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: i I Total Fees: $2,587,94 Permit Status: APPROVED Permit Expiration: 9/21/2005 Construction Value: $58,642.00 Work: ENCLOSE 1 FLOOR PATIO AND ADD NEW KITCHEN ON 1 FLOOR AND NEW BEDROOM i 'r as 0 AID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: AFFIDAVIT OF CONSTRUCTION & REQUESTTo volD so1Lb1NGFERMiT* {DATE} vi 11&55 o� M�a""� S I��arvti shores C u�c � N�O W 't y ` ��rt To: {Owner's Name} o , S fie {Address of Project} Soo V - 9 {Permit Number} O f— /S {Contractor's Name} S e ba< <ew S frU-Clh 1 - Dear Building Official: l 56 b h; S e b a; hereby certify that to the best of my know (edge, belief and professional judgment, the structural and envelope components of the structure are in compliance with the approved plans and other approved documents. I also attest that to the best of my knowledge, belief and professional judgment the approved permit plans represent the as -built condition of the structure and that those inspections which are required to be performed by the Building Official for the work involved have been performed in accordance with section 3052(d) of this Code. This document is being prepared in accordance with Section 307.2 of the South Florida Building Code and is being submitted to the IA i a W Shores Building Department at the time of theSV41 inspection for the above reference structure. Should you have any questions or need additional information, please do not hesitate to contact me. Sincerely, QUALIFYING AGENT Selo �. � �- -f- ' der all �+ / Signature of Qualifying Agent tvvv&to e- (J.;K nut t PRINT NAME s � 0 �g 5WhY 1 r l e q,&I STATE OF FLORIDA COUNTY OF DADE fer Sworn to and su scribed before me this Day of ` ( 20 U J 0 V_;td C�C� b tew � B oin tbl t- �Ir Y �� Z �,M v�o t - t'e 5 P {SEAL) ;�.••. CHERYL WOLF �e. COMMISSION # DD202240 VJOr�. N . EXPIRES. July I, 2007 • '�f tir cs�' �rnded ihru Vd�ar �n Surety G0 g . Personally known t*. Q d —J or Produced Identification C, i7� L - � ✓ j - 7 — 66,-�� 1 16� - (�7(� 3 - (42 1(4�:) VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE .STATEMENT I ,► ,> it? ft ` �`� �il�' e egal property owner, for the property Located at: 5 0, A l l S�� ' i S/OC S 2!E - ,J 3/ 3.? Legally described as Do hereby petition the Village of Miami Shores to act as my own contractor pursuan o aws of the State of Florida, F.S. 489.103(7), end I have read and understand the fallowing disclosure Statement, which entitles me to arork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence or a farm out - building. I You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. Tlie foregoing instrument Was acknowledged before me this day of By who is pe onally known to or who has Produced as identification and who did take an oath' er No Owner Y:�e Ginny H. GO ell n .: Commission #DD323870 Expires: May 26 2008 Bonded Th Atlantic Bonding Co., Inc. Change of Contractor Permit No. Owner's Name (Fee Simple Titleholder) /0 X" A/� f -�W 1 Phone # 305 Z,-7--7,? 3 .5* Owner's Address --5 O N- c/d �y � city ��/�L shia/Rs State f= �d/'1 - ��f� zip 3 3 / 3 �? --- TenanVLessee Name �� > Phone # Job Address (of where the work is being done) ©lJ C"r ® T city t - /y l �` s {f'® '�. County ZMX7/2' Zip -33 Legal Description Contractor's Company Name Y Phone # Contractor's Address City State Zip Qualifier Describe Work: A -rrm CI /Z d , a I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all le al involvement. Signature `� tore Owner or Agent Coat actor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ` day o 200,C by � 6WA day of . 20 by who ' personally known Iw o has produced R, &C, who is personally known to me or who has produced o 6' -3 fi c ion and who did take an oath. . as identification and who did take an oath. NOTARY NOTARY PUBLIC: Sign: Sign: cinny scion #DD�DA My Commission Expires: Expires: May 26 200&y Commission expires: 9 • ....o, ; Bonded 19" Im Atlanticgpnding Rev. 09/19/03) t 1 MAR A 2004 February 27, 2004 _ _ --------------- I Norma Frederick at 500 NE 9& Street Miami Shores, Miami 33138 I AM REQUESTING THAT YOU DO NO RELEASE ANY OF MY BUILDING PLANTS and PERMIT or ANYTHING PERTAINS TO ME TO MR. HAROLD GREEN /GREEN CONTRUCTION MANAGEMENT INC. I AM NO LONGER WORKING WITH HIM. Than# you; orma Frederick Miami hhores Village AI tr Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 11 �1�/YI`} �' �r'� � CGce Phone # -341 5 Owner's Address N c 'g0 City i4 /J j Spa �' State I&W zip '3 -3 43 P Tenant(Lessee Name Phone # Job Address (where the work is being done) i9 L� /� 90 7 W .�/ /�c� City NM Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name �•)2tj cy7o W Co Phone # 7A 3 4216 Contractor' //. ©/ S. kJ 9512 % W. 5 '`v city in!'�Z" ` �"` S t ate y� zip � Qualifier aA&J 1. X79' 1 Architect/Engineer's Name (if applicable) / "/ Fes . — Phone # 1 $ Value of Work For this Permit Square Footage Of Work: �' r Type of Work: kddition Alteration J $< w Repair/ Replace Demolition Describe Work: k-r i CHta ' No fir, , o F +A-0ca.ct ja--i z 1 L TA�- y.7 {=- 9,0 'Cr M i Z- a+c.' ' 7 � P.�,C -� ��d J 1 {�"1 � ��1 2�1� I}� $ ��.� � E. I.� �"7 �1 - k�'' �l✓�1. � �4�+ -� e�� M� i i Submittai ,Fee $ mit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zonin Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite 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 7�p 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, BEATERS,.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 a 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 i Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 `..;i by e,f: day of f 20a by who is perso y known to me or who has oduced 'r�`''" !ly who i pers o nally �..�' , . �' Wally known to me or who has produced lGrr �m �C did ta . s t0� laid wl o did take an oath. 1� L i W ,. w '� as d�hon anti lloi k+san o NOT PL NOTARY PUBL C. Sign: a nco Print: 77 ommisston " - Sign' s ?% 2 F�nirec• 1L126 2007 print: 1d�1 8°p My Commission E u�9 t� ii, Bonded " xP "� Atlantic Bonding Co., Inc. My Commi (Certificate of Competency Holder) State Certificate or Registration No. � � C. c. r S 2 2,r R Certificate of Competency No. APPLICATION APPROVED BY: Plans Examiner Engineer Cho 12/15/03 , Zoning s .. I .MI ^.MI -DADE tNIIAMI -DARE COUNTY. FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE \IIsTRO- I):1t)li FLAGLER I)1:I1.DI�G 141) WI:Sl• FLAGLER S,mmil'. St;[TIi IGI)3 PRODUCT CONTROL NOTICE OF ACCEPTANCE �II. I•t Q X (3 ,� 75 1 908 (3(15) 37 FAX (30j) 37j•?9U1 TRACO Security Windows S Doors, Inc. Cx)aI*RA(_I'OH .ICa:VSINC. i 100 NW 72 Avenue (305) 375 -_5' -7 I:AX (305) 375 -_559 Miami ,FL 33166 CON1XV71'01t F.`FORCI•:Jle. r DIVISION (305) 373-2966 FAX (305) 375 -2908 1'12o1)('C "r Col1'1201. DIVISION Your application for Notice of Acceptance (NOA) of: (305) 375 - 2902 FAX (;05) 372.633 Series Doral 3 Outswing Aluminum Patio Door under Chapter 3 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance b the iviiami -Dads; County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid alter the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0910.0; EXPIRES: 09/14/2000 Raul Rodriguez Chid' Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES F011 SPECIFIC AND GENF.RAI, CONDITIONS BUILDING CODE, & PRODUCT REVIEW GANIMITTEE This application for Product Approval has been evt by th CO and approved by the Building Code and Product Review Committee to be used i IN -Dade ounty. Florida under the conditions set forth above. Francisco J. Quintana. R.A. Director - Miami -Dade County AI'PROVF,D: 10/1 I/?001 Building Code Compliance Office y %% s045000Itpc2000tttemplates\nocice accepmnce cover page.doc . TILaCO Security Windows Doors :ACCEPT. aNCC No.: 01 091o.0, :APPROVED: October 11,'001 EXPIRES: September 14, 2006 NOT[ 'E OF ACCEPT Nrr . C [;CIFIC CONDITIONS I. SCOPE 1.1 This renews the notice of Acceptance (NOA) No. 9 3- 0933.03, which was issued on October 1993, under the name of Security Aluminum Windows & Doors. It renews the approval Of an aluminum door, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code, 1994 Edition for 1kliami -Dade County, for the locations where th pressure requirements, as determined by Sr-(3C Chapter ? Rating values indicated in the approved drawings, P '' do not exceed the Design Pressure 2• PRODUCT DESCRIPTION 2.1 The Series Doral 3 Outswing Aluminum Patio Door and its components shall be constr in strict compliance with the following documents: Drawing ucted Alum. Out -Swing Door" Sheets 1 thru 4 of 4, dated 9/02/01 with S revision date of 09/19/0 ; signed and sealed by Dr. Humayoun Farooq, P.E., bearing 9� Product Control renewal stamp with the NOA number and expiration date bytileDMiami -Dad County P Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single g(e unit applications ofpair of doors and single door only, as show-tl in approved drawings. Single door units shall include all components described in the active Icafofthis approval. 4. INSTALLATION 4.1 The outswing aluminum door and its components shall be installed in strict compliance will approved drawings. P 1 the 4.2 The installation of this product will require a hurricane protection system. S - LABELING :5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "tlianli - Dade County Product Control Approved ". d. BUILDING PERMIT RCQUIREiviENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies Of the app roved drawing ` Acceptance, clearly marked to show tile components tl sel selected (or this Notice d installation. the proposed 0.1.3 Any other documents required by the Building Official or the South Florida Buildin Code (SFBC) in order to properly evaluate the installation of this i6� s Q ief Product Control Division TRaCO Security Windows and Doors ACCEPTANCE No.: 01- 0910.05 APPROVED: October 11, 2001 EXPIRES: July 30, 2006 - NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (S) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. t 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Nliami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptancc as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE [caul Rodriguez, Chiel' Product Control Division 3 z CLUSILK Ur (5) 3/16" 7APCONS CONCEALED FLUSH 80L1 OR (3) 1/4 TAPCONS ©TOP do BOTTOM OF INACTIVE LEAS AT THIS LOCATION ONLY 3 MIN. SPACING BETWEEN CLUSTER ANCHORS 24. " MAX 6 MAX, TYP i TYP ! I I � � T ' I II It SURFACE APPLIED MUNTINS OPTIONAL Ile :i\ At II \ A G4SS a \\ i� 3/16'11 TEMP. W O ti C ----- - - - - -- ----- - - - - -- )I 2 = p i ..1 � m It W I d` 11 11 n 1 \ ili \ It f` II ch II \ } II of B TYP. a. n I O.L.OPG. n I LEAF WIDTH FRAME WIDTH TYPICAL ELEVATION USE CLUSTER OF XX AT THIS LOCATION ONLY 6' MIN, SPACING BETWEEN CLUSTER ANCHORS HEIGHTS: NOMINAL HEIGHT IFIRAME HEIGHT LEAF HEIGHT DAYLITE OPG, 6/8 80' 78 -1/2' 71 -5/8' 7/0 84' 82 -1/2' 75-5/8' 8/0 96' 94 -1/2' 87-5/8' WIDTHS: L NOMIOAL WIDTH FRAME WIDTH LEAF WIDTH ( DAYLITE OPL, 2/6 (X) 31 -5/8' 28-1/ I 21 -5/8' 2/8 (X) 33 -5 /8 30 -1/ I 23 -5/8' 3/0 (X) 37 -5/8' 34-1/2' I 27 -5/8' 5/0 CXX) 60' 28 -1/2' I 21 -5/8' 5/4 CXX) 64' I 30-1/2' I 23 -5/8' 6/0 (XX) 72' 1 34 -1/ 1 27 -5/8' DOORS KITH 3/16" TEMPERED GLASS I 6 MAX• TYP. NOMINAL DIMS. DESIGN LOAD — PSF co „ 3 I DOOR HEIGHT I PANEL WIDTH EXT. INT. In 1 2/6 83.5 o 83.5 p o 11 6/8 2/8 78. 78.3 H = N 3/0 69.6 69.6 a o °n v i p Q: 2/6 69.6 69.6 a 8/0 218 65.2 65.2 I4 ' - it -"- ii 3/0 58.0 58.0 n �u _Z :� c " I SERIES DORAL 3 cr !" -" - ALUMINUM OUT SAYING ENTRANCE DOOR C) ^ ss tt zNO3oC4 i'ii TEMP. COMPARATIVE ANaLYSIS CHART w N � o It BASED ON UTL -16160 OF 07 -07 -94 � w � z - ... TEST SIZE = 72" X 96" (XX) 1.4 0 n J ii DESIGN LOADS = +58.0, -58.0 PSF -.4 UJ ^ � '! WATER INFILTRATION TEST = 11.7 PSF TESTED GLASS = 3/16' TEMP RFn w n = = = == O Z 11 O II O �n O 9 2 Q If \ If O yl n \ 3 n � >w o M Q � o in a r O )PG. O tW Z o to p -- WIDTH Q V _O J uj iADTH EV ATI NOTES. ` L THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WINO LOADS 8 AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS By OTHERS, uUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL. BE AS LISTED, SPACED AS SHOWN ON DETAILS. y ANCHOR EMBEDMENT TO BASE MATERLAL SHALL BE BEYOND WALL Iv °u DRESSING OR STUCCO. IMPACT RESISTANT SHUTTERS REQUIRED 0 0 °; 0 < c ' RENEWED . Enyr. O.R MU- 'TURES ffR000 CCE}�T ° c A 0 - o1 F'.f. Pc i 1E557 \ ` �30N DATE 7 8R tL { Z p ( 0 BY CT L S�p BVILDL�`G CODE COMPILE drawing no. 19 200, W98 -71 TYPICAL ANCHORS WOOD BU,KS NOT BY SECURITY WINDOWS, MUST SU SEE ELEVS. FOR SPACING TO LOADS iLO BUILDING STRUCZTURESYSTEM AND TRANSFER 1 OR 2'BY WOOD BUCKS '. 1 10 15 AO 24 �— 2 4 I 3 . t 1 t I 1 I I I 1 � t , I . a I o � a �E W = = o !^1 W J O W ' I I 1 t 1 I t 1 I 3 ADHESIVE BACK I WEATHERSTRIPPING 1 1 4 4 8 X 1/2 SIBS t• • L I O 18 O.C. t t 26 r 2 —� 14 a 9 A a j II • • ` [TYPICAL ANCHORS ' SEE ELEVS. FOR SPACING MATT S LIST U TEH N0. PART mamm QUA?rr= DESCRIPTION ILATERIAL MANF. /SUPLDER /REMARKS 1 SEG - 338 1 ATRIUM FRAME HEAD 6063 - T6 TIFTON OR EOUN. �p rn 2 AF -10354 2/ LEAF DOOR LEAF TOP do BOTTOM RAIL 6063 -T5 ALUMAX OR EOUN. Z ^ 3 AF -9315 4/ LEAF EXTRUDED GLAZING CHANNEL 6043 -T5 ALUMAX OR EQUIV. in Ip J SEG -372 4/ LEAF GLAZING SUB FRAME 6063 -T6 TIFTON OR EQUIV. o t 5 AF -9960 1 THRESHOLD 6063 -T5 ALUMAX OR EQUIV. 0-4 I— N 6 SEG -292 2 ATRIUM FRAME JAMB 6063 -T5 TIFTON OR EQUN. d o o U 7 SEC -229 2/ LEAF RESIDENTIAL DOOR PANEL VERTICAL STILE 6063 -T5 TIFTON OR EQUN. CO = 8 S EG - 175 1/ LEAF GAP CLOSURE 6063 - T5 TIFTON OR EQUIV. EL 9 SF - 48 AS REOD. INSTALLATION CUP (4' LG.) AT ANCHORS 6063 -T5 TIFTON OR EOUN. a 10 - WY -3163 AS READ. BULB WEATHERSTRIPPING VINYL WIBORG OR EQUN. U w 11 WY -9810 AS REOD. FLAP WEATHtR STRIPPING VINYL WIBORG OR EQUN. Z w 12 - - - - - p >'= o I CL 1 3 - AS REOD. IS X 1' PHP SMS. O 15' O.C. - - CD Vf�O 14 AS READ. - 1/8' SHIM PLASTIC - ^ 1$ - 8/ FRAME X10 X 1' DOOR FRAME ASSEMBLY SCREW - - �=+ W N " •• 16 007 -14 -039 AS REOD. DOOR HANDLE - MARBOLLO O Z r�7 17 - 4/ LEAF 1/2' SELF LOCK NUT STEEL - d w 18 - 2/ LEAF 1/2' ROD (2 X PANELS) STEEL - 19 - 4/ LEAF 1/2 FIAT WASHER STEEL - 20 - 4/ LEAF 1/2' REGULAR NUT - - o d 21 5EG -181 3/ LEAF HINGES - - C7 22 - 2/ IFAF STANDARD FLUSH BOLT - - Z 23 - - - - - 24 TA -303 - i' X .050 BAR (BETWEEN VERTICALS) ALUMINUM - 25 - 4/ LEAF BLOCK ROD GUIDE - - 26 - 1 1 X 2 X 1 /8' ANGLE ALUMINUM SILL RISER 8 i Lj �QtD p, to Im Cl z c W C v � � 4 c 0 C U H W N ' c O O N Gf O a0 Engr. DR. 41JUAYOUN FMDOO r STRUCP:RSS PRGUI RENE m FLA. PE € 16557 n AE� 0 1 o o WMAMN DATE e. 14 Z Oo L 9 a 9 drawing no. ' ODUCT N7'ROL DMSIO W 98 — SEP 19 2001 FIURAING CODE COMPLIANCE OFMCE sheet 2 of 4 I TYPICAL ANCHORS O o . r•• 16 I ACTIVE LEAF 8 7 I I 10 25 17 20 13 1 - I I - I ` I 9 O 1 18 9 D.L OPC. 11 6 � 21 LEAF WIDTH FRAME WIDTH EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING INTO 2BY WOOD BUCKS OR WOOD STRUCTURE # 12 X 3" SMS THRU 1 BY WOOD BUCKS INTO MASONRY 3/16" TAPCONS WITH 1 - 1 /4' MIN. EMBED INTO MASONRY SEALANTS ALL FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND JAMBS AND BOTTOM GLAZING BEAD SEALED WITH SCHNEE MOREHEAD 5504 SEALANT. HINGES: 4" LONG ALUM. BUTT HINGES WITH .312 DIA. X 2 -1/2" ALUM PIN, BRASS SPACER & NYLON CAPS AT 3 -1/2" FROM TOP & BOTTOM AND AT MIDSPAN LO_ STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR 39 -1/2" FROM BOTTOM AT ACTIVE LEAF LOCK STILE AT ACTNVE LEAF STILIEH LEV TYPE MIDSpANOPERATOR HANDLE e STANDARD FLUSH BOLTS, I: ANUALL Y OPERATED AT TOP AND BOTTOM OF EACH ACTIVE AND INACTIVE LEAF GLAZING MET�10D : INTERIOR GLAZED USING ADHESIVE BEDDING COMPOUND AND ALUM. SNAP ON GLAZING BEAD WITH VINYL WEDGE BETWEEN BEAD & GLASS. r_T A 7TNf. ATTF. = 5/16" TYPICAL 3/16' TAPCONS o SPACED AS PER ELEVS. z rl W Br C7 cm J WOOD SUCKS NOT BY SE=CURITY WINDOWS Z w to MUST SUSTAIN IMPOSED LOADS O n , F N ,,4 -SHIM . ._ :. E- MAX. _ ::...::. 0 M O Ln �. Li IN— ACTIVE LEAF U z ° o cr m c a v; o .. uJ N a z v1 ca r1 0 Z D.L. OPG. U .f . •:7 i�::i' ii• i z Q Y U V) _ I 0 O S Q to a 3/16' TAPCONS n to SPACED AS PER ELEVS. ' M rn in CS lid W O (!J z O F 1/4 SHIM .:.•.: :::: c/1 MAX. ' { ,.... : � 0 Q J T IN — ACTIVE LEAF C 0 cl Pim u a H m I , C d O PG. I H d o C FRAME WIDTH .o c - W Engr. DR. MUMAlOUN FAR000 ' mUCT IS PRODUCT IdENEWED $ FLt PE (� 1857 A ACCEPTANCE No. I G, D a a •� 5 lti o o G E7+3'lRATiON DATI: Sc - drawing no. W98 -71 SEP '1 9 2001 `= c COn co PUANCE OFFICE I sheet 4.000- FRAME HEAD 1.625 -- 3.000 .078 1YP. 1.725 ,DOOR LEAF HEAD do SILL 735 .500 t. 062 .413 ' r 1.624 .390 .6 6 1.746 GI ASS ADAPTEB t-2.000 4.000 I .078 TYP. 1.930 4 _1.500__i FRAME JAMB 2.012 .500 [L L.Y? " 0 T` - TYP . 3.950 FRAME SILL LEAF TOP /BOTTOM CORNS a —�--- t.705 I°�' 609 .130 tl CAP CLOSURE 7 3.000 ---�{ .093 1.7 2.250 DOOR LEAF STILE .360 1.250 r 078 . _T L F_ 3.500 ANCHOR PLAT 17 FRAME BOTTOM CORNER k- FRAME TOP CORNER W slRUCn,1;_s PRQD�, CT RENEWED f11_ i� � 1fi357 j � 1 ACCEPTANCtNa. OJ_' Ol 10-0 ErO MAMN DATE , 4n- ( 4, t oo 4 SErl 9 2001 - PRObuc CtrN rROL DMS10N BUiLDI :C CODE COMPLIANCE OPl 15 w O O i rn z n rn 3 O ° C t _ E-+ v N 2 ^ �n �-. O O V 0_ .b O � Z h U OC $ W a Qr Z �! � m �aa 1 N C N m W (n�0 I' : d &n w W Ln of W .Z� w O O U Z — O O 2 N I .b Z L,j Q W a n C . 4 m � of W .Z� Q 0 W N m ' r q N SS_ O O o n drewing no. W98 -71 sheet 4 of 4 APR 7 '04 12:05 FROM YALE PAGE.001 AW-DAM COUM�y FWPJDA MIAM � NU a MMO-DALE nAGM BT =1)M -Btjjj.DM CODE COWLIANCE OVnCE (BCCO) 141 W= nAGLIR VrVMT, k= MW MDUCT CONTROL DNMON 1V9" FMPJPA 33130.1563 (305) 375-2901 PAX (305) 375-29M NOTICE OF ACCEPTANCE -(NOA) Yale Opmn M$nVftdzriW CO., Inr— 671 West:le SU*d Ridmh� n 3N10 This NOA is being issued wrier the applicable rules and regulations the use of constniction materials. The documentation submitted has been reviewed by Miami-Dade Coun y W:i dqct Covftl Division and accepted by the Board of Rules and Appeals (BORA) to be - used in Miami )Dade our n y �d other am where allowed by the* Authority Having ftisdiction (AID). This NOA sball not be valid after the expiration date dated Wow. The '14hmi-Dade County Product Comol I)hqS10A (jn Mlam Dade County) and/or the AHJ (in areas other Mi; ii mi. Dade County) resave the right to h this product or material tested for quality assurance pupows. If this ° roduct or material fails to pez1bM in the accepted maw=, ' the maAufac=w will incur the expense of ch tAling and the AF' may immediately revoke, modify, or suspend the use of such product or 7naterial within their. urisdiction. BORA remves the d& t ravoke this acceptance, if it is detamtined'by Miami-Dade County rr6ft ; t Control Division flM this product or ma fails to meet the requirements of the applicable building code. TIUS product is approved as described herein, and has been designed to c= :)l . y with dle High Velocity Runic= Zone of the Florida Building Code. D"CRVTI UN: Series asso" Aluminum Single Rung Window ax kd 1h al Agdon Vfl'MdOW AjTjt0VAL DcoCUMEM: Drawjr+g No. W96-38, titled "Series-58D Sir go Rang virmdow", sheets I thtaugh 4 of 4, prepared by Al FREM09 Corporation, si and sealed by I moN, P2, dated 10110/96 with r evision on 10/07/0% bearing the Miami-Dade County Product Control Rev don stamp with the Notice of A number and oxpiration date by the Miami -Dade County n Oduc Control I Divi0m AWSILE LWPACT RATING: None Is name or lop, city, state and LA Zwh unit sjW1 bear a parinanent label y4th the maUUf* following sta "Miami-Dade County Product Control Approved", un[ = odmmse noted herein. RENKWAL of this NOA $ban be considered after a renewal application b; is been filed and thCM has been no Chang w the applicable building Code negatvOlY affecting the P erfcw3naw: of this product TERMW►rnoN of this NOA will occur dW the expiration date or if th' m has been a revision or cbjmge in the j na,tWj8l$, use, and/or inaellfactUre of the Product or process. Misuse (if ft NOA as an end00==t Of any product f s ales . , advwtising or any other p ur p oses s hall automatic ter Dinate this NOA. Failure to COMPlY with any section of this NOA $ ban be cause for termination and remo val Of NOA. ADVERTISIEMNT-, The NOA number preceded by the words MISUA Dade County, Florida, and ;billowed by the eX d may be displayed in advertising literature. if any pord, a of the NOA is displayed, then it shall be done in its entirety. DqSMMON: A copy of this entire NOA shall be Provided to the I isa b r the rnanufactwW Or its distdbut and shall be availabl for inspection at the job site at the reaquest o Bui. officlo- mentioned above. Thi NOA ro om NOA # 02-0307.06, and cox The su b v dttpd documentation was reviewed 112, NOA No "10-04 4.: laicpirs3if t>mt Dade Navamjmw 14,2M Deember 18, 200 i l l � �'� �� 3 1Pag+a 1 Approval Duo. f APR 7 1 04 12:06 FROM YALE PAGE.002 •' a 111' 4 0gron 10N.W6k0AW 'o- Rn . l QT. ICEOF ACCJE ffAMZ- KOM= A MMM �. DRAWINGS 1. ManuEacturees die drawings an4 sections. 2. Drawing No. W96-38, titled "Seannes -580 Single Bung V I endow", sheer 1 CbWa& 4 of 4, prepared by Al Farooq Corporation. signed and sealed k '!' Iumayoun Farapoq, P.E., dated 10/10/96 with revision on 10/07103 B. TEA`S 1. Test rqxnU onl) Air Infiltration Test, per T AS 202 - 94. 2) Uniform Load Static Air P=ure Tee per TAS 202 -94. 3) Water Resistance Test, per TAS 202-:4. 4) Forced Entry Resistance Test, per AP MA 1302.5 -76. along with marked -up dxuwings and installation diagm of 'ad aluminum single hang window, prepared by Fenestration Testing Laboratory, I xc. Test Repmct No. 1i 1171 and F M417O, slated 10!15195 aad 09/11/95, signed an! G sealed by Yaxil Gerardo Kuti, F.E, "Submined unclear NOAs #02- 0507.06" 2. Test r s on 1) Air Infiltration Test, per TAS 202 -a94. 2) Unifoi'inn Load Static Air Pressure. To t, pear TAS 202-94. 3) Water Resistance Test, Pr TAS 202•• l4, 4) Forte entry Resistance Test, W ,AI MA 1,302-5-76. slt mg with n=ke d -up drawings and inst ktiou diagrar i of an aLuminum single hung '•egress dual act cm window, prepared. by Fenestarataon resting•T abormoey, Inc., Test Report No. YM- 16+60, dated June 23, 1997, sighed acne .walled by Y030 Gerardo IKU6, 1'.,. I-Submingd under NOA, #02- 6507.06" 3. Test xis onl) Aar Infiltration T est, per TAS 202 �1 (� 2) 4 Load Static AJr Te.� 3t, per T isL,F �/y� -94. 3) water Resistance Test, pear TAS 2132.94. 4) Forced Entry Resistance Test, per A, WA. 1302, 1 5-76.• along with arl<iarke$ up► drawings and inmUWou djagm a of an alutinum &We bung window, prepared. by Fenestration Testing Laboratory, Enc., Test Report No. FTL-3S79, dated 08/28/03, signed and sealed by Joseph Chair, P.E, C. CALCULATIONS to Arwhor Calculations and stiactural analysis, prepared l y Al- Faroaq Co., da W 10/(37/03, signed and sealed by Humayoun Farooq, F.E. 2. Complies with ASTM -E130 '98 D. lYIATRRIfAL i; ERTIIC,A -TIONS 1. None, ire Bermen, PX a7rspt7t; i Dtir+ectuo►r, Pro t O Cnn&ol D WNIQU NeA No "10.04 F1 aipdem eon Date: November 14, 2007, Approval Data Recoger18, 2W E -1, APR 7 1 04 12:06 FROM YALE PAGE.003 • �jU'I`IC 4p' A,CCFxPT CEx, EVIDDKNCE f I BUTT E. QUAL;ff ASSURANCE, L Afimmi Shade Comfy Biding Cc ' Compliance Qffict „ F: STATEN N 1, Lena Pram Yale Cgron M4aufaccuring Co. bw, , dated ti M01 sadug dw the p Wact bas not changed since it was last approved, signed and wW'5 d by Sonia Chme. 2. Laboralmy compliance letter for Test Report ntr. FILE: 179 issued by Fenestia itctn. Testing L.abommy, Inc, dawd 9/10/03, signed and sea d by Joseph Chan, Fes„ r G. C TOM 1. Low £r= the comultant stating that the product is in am*l$ance with the Piadda Building Code TBQ. , pui ; ► fir, P rafta Contort D"im NO A No 0349ILN b ativvlea: Novm *w K 2W Approval pate; Dwmnba 1ti, 2M E -3 v m m W a I . w - 0 r m a m N � sus a LfJ (St (sl W 0 cc EL LLJ —1 Cl O LL CL cr WOR BUCKS KCff BY ALE, WJST WMm EwaS W'MAM SMEM AND TRANMR DOM 7IQ 7 G== EftIElUQR %AM MM ROLL FORT E4 ALUM MAMM9 BUD LGE AMME DMOM COMP MM SM*ME MOR9M 5555 OR SM., DDLOR TO MATCH MM & KrAL FM AM LOWER FRAvE AND mff comqn, AKD WAM OF-MILATO ors AT SILL TO BE SMED M A UMJhlIl61 COLORED SEAMP, S1 F{NSE MORENEM 5504 OR EM. PAU ONE 1/4' X 3/4' ADHME CLOM CELL FON PAD AT EACH END OF FIXED WC, RAL A) NM P BY WON VjM 1- slir MR. PEIGTRAMN lklu WOOD 8) THRU 1 SY W= Mn Wo MASONRY SILL 1 MN. EMBED MD colm. OR MASONRY 17 fly Ol MEM 6ENMI�E M WNT AMPA , aa m M-1) Q V= . MCM M BY XRLE D3FM KnT MSTADg PPM Laq% M-M. 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This copy of putts trust b+ wYallable act, t wilding site ar tto inspection VdEf be cotttfocted. DAT ZO.M.Ya COMMENTS INI TIALS L E 1 Edward A. LANDERS CONSULTING ENGINEERS December 15,2004 Village of Miami Shores Building and Zoning Department 10050 NE 2 nd Avenue 9 Miami Shores, Florida 07 Attn: Building fficial r' ECEP� 9 E Re: Structural Inspection DEC 17 29,94 Project: Residence 500 NE 9CP Street Miami Shores, Florida Dear Sir; On December 13, 2004 we inspected the second floor joists at the above referenced residence. The existing joists are 2 "x10" at 12" o.c. and span 18' (approximately) across the room. The plumber cut. a slot across the joists (at mid -span) for 10' across the room (see SK -1) for the installation of a drain line to the new sink above. The cuts have destroyed the integrity of the existing joists and the entire area was shored to prevent failure of the floor system. The floor is currently sound and secure. We recommend removing and relocating the new drain line to.a soffit along the wall and we suggest that the plumber not cut any additional structural joist without prior approval. In addition, we recommend "sistering" a new 2"x10" joist next to the existing joists and to span across the entire opening (see SK-2). R Please call if we can-provide any additional information. Very truly our , Edward A. Landers, P.E. 7850 NW 146 STREET, SUITE 509 - MIAMI LAKES, FL 33016 - (305)823 -3938 - FAX (305)823 -9355 ......... .. c ........• : . ......... + .......... v .........� ...................:....... ... ... ... .......... ... .... ... .......... .. ... ... .... < k s } , .. ... ... ..i.... .. _ ... ... .... 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TYPE OF SURVEY= BOUNDARY joB # 97 - 03112 DATE= 4/3/97 SCALE 1 = 20 ADDRESS] 500 NE 90TH STREET, MIAMI, FLORIDA 33138 SKETCH OF SURVEY . • A3 FLOOD ZONE, N 5th AVEN ' °' C.P.N.# 120652 0093 J 3/2/94 _ _ _ - - It BASE FLOOD ELEVATION \ 60' R/W - 15' ASPH. PVM'T LOWEST FLOOR ELEVATION' } GARAGE ELEVATION RAD. =25' TT' PARKWAY A= 39.31' T= 25.0` rn LEGAL DESCRIPTION r � A =90 ° 06'08” v ALL OF BLOCK K EL PORTAL SECTION 4 �Q � pp Q� � 83.83' - - 3.3� 4� 30' ACCORDING.TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 12 AT PAGE 56 \ C LE 4.3' OF THE PUBLIC RECORDS OF DADS COUNTY, � 29.40' FLORIDA. \ 5' 34.10' R ,0 o s, \` d I S ., 1 - FLOOR y a CERTIFIED TO: \ \ T 0 6 J O� SJ „ BLK. �. K (NO CONE) f-- 0 kS I (• o NORMA S. FREDERICK �� Z --- -- — — —.a . pC m m 12' LL.1 E a SUNRISE TITLE, INC. 2.7' , ' F�°U 2 -STORY a ;� ROCK BLDG. y y CONE DRIVE o a 1t1C ALOON MORTGAGE No. 500 ITS SUCCESSORS AND /OR ASSIGNS 8 �A4• 34.05' 1 29.35' a in cx / q •.y a Q o 1 ••)--1 , •o x� V ?° gsp pvM, Q� 1 � `off Z UP R40 Q" �C 19 ' 4s ` d JJ ? S' LEGEND AM A9HREVIATIONS+ Tq. 0 1?, 1091. A' • • 'ARC OH1TA OR CENTRAL F� FENCE CORNER 9 BA I _ 1 ' PENNY E �.Ifl 3 4' sk- eF WALK Da eoac GOO BCED• 1lROltARD t0UlNT'f O.CP 110 OAOE cow" PUB- ID?* T + ENGINESRNG DEPART- L.IC WORKS DEPART- C • CAL D.E.• 0 GE EASa4IENT M!" MAfMOLE CB• CATCH BASIN Oita ORLL MOLE N ■ COMMON NAL. CH.• CHORD EF - E.*c of L =E210E N90 NAL s DISC CAL* CA8`.E JUNCTION BOX EL.- ELEVATION NA. HIAL MOLE THIS IS A COPYRIGHT DOCUMENT CONTAINING PROPRIETARY INFORMATION AND IS NOT CIL,t• CENTERLINE Ek• ELECTRIC EC7RlC METER ORJ.• CUT NJ► Em" 0. OFfIOAL RECORDS WARRANTIED BY PIONEER SURVEYORS, INC. OR THE SIGNING SURVEYOR WHEN COPIED BY CN ■ Ill li•IOLE BOOK cORt• CoNC11E7E E PTA- OvFRaiFAD t00.A+DI>M011ItOD THIS S NOT A VALID SURVEY WITHOUT AN EMBOSSED SEAL OF THE SIGNING SURVEYOR fit• . OIL- ON LINE PRM• PERI/ANDiT REFER- U.E.• UTILITY EASEMENT NOTES UNLESS OTHERWISE SHOWN HEREON, THE FOLLOWING CERTN ICAT PA.- PLAT BOOK MONU+E]+T U.G.• U GERCRaao NOTES APPLY. 1 HEREBY TIFY THIS SURVEY MEETS THE � POINT OF CURVATURE P.T.• POINT OF TANGENCT WM■ WATER NETER U RECORD AND MEASURED CALLS ARE N SUBSTANTIAL. AGREEMENT. I ANNUM TE CAL ARDS AS SET FORTH BY P.C.P.■ PERMANENT COINT• RAD.• RECORD T)• W ITH T 2) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASE- THE FL O A O OF URVEY S !1N E PPERS PQ• PAGE GE REF. C FONT R• RECORD rift" WA7t7t VALVE RISER MFINTS OR OTHER RECORDED E!� NOT SHOWN ON THE IN CHAPT IG17 FLO A AO 11 DR■ SET CAPPED l/2• PI• POINT OF INTER- •LOOM ROD' •PLS 2173' COTE • • :• : ': +• : PLAT AND THE SAME F ANY OT NOT BE SHOWN ON THIS H ETC}i CODE ANT SE l o 4 027. O1t1DA . 3H UNDERGROUND PoR rldHS OF F FOUNDATLDNS OR o THER STAT . ANO T ND C ECT 0 THE BEST Pxw. PARKER K/1LON NAL RED.■ RESDENCE CHAN L!K OR IMPROVEMENTS WERE NOT LOCATED. SECTION PR , R PROPERTY LI+E NW lil9lT OF WAY '► WIRE F0= • — 4) ELEVATIONS AM BASED ON NATIONAL GEODETIC VERTICAL DATUM. OF MY EDGE. PAS■ PO1iT OF BEGiQda1G —'AC- SET NEL AND 1XSC a' S) FENCE TES ARE TO THE CENTERLINE OF THE FENCE. E �- P.O.C.- POINT OF COMEJR:7J6 LB $iti Tow FEIiCE• — O Wes- T� ARE TO THE FACE OF THE WALL. ,f? YISED: 5 1 -02 /-1DD ELEL., P POWER VERPOLE SPC• SET CAPPED 561 LION P TIOS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE PURPOSE FOR USE RC• POINT OF RESE ROO 'PSI l8 SNL�' Ww' a"'^""' PR OVAL VEYOR N0.2173 CURVE T• TANGENT OR FENCE AS AN AD N OOTANN6 TRIE 11iSURANCE ON THE IEREON OESCRlBED PVt4T. PAVE'7ENT f1P■ FOUND IROM A1PE U NUM m i- AND PROPERTY. NO ADDITIONAL WARRAMM AK tEREBY EXTFIOED. S WAFT OFWA 00, FLORIDA 33024 19 962 -9334 Miami Shores Village Buildi Permit 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -553,` Printed: 7/23/2004 Page 1 of 1 Applicant: NORMA FREDERICK Owner: FREDERICK NORMA JOB ADDRESS: 500 NE 90 ST Contractor SEBAI CONSTRUCTION COMPANY Contractor's Address 11201 SW 60 AVE Local Phone: 786- 663 -4216 Parcel # 1132060200010 Legal Description: EL PORTAL SEC 4 PB 12 -56 ALL BLK K LOT SIZE SITE VALUE OR Fees: Description Amount FEE2004 -7237 Building Fee $125.00 FEE2004 -7383 CCF $0.60 Total Fees $142.93 Total Receipts: $O.00�Q� \® FEE2004 -7384 Notary Fee $5.00 FEE2004 -7385 Training and Education Fee $0.20 05 FEE2004 -7386 Technology Fee $3.13 FEE2004 -7387 Scanning Fee $9.00 Total Fees: $142.93 Permit Status: APPROVED Permit Expiration: 10/20/2004 Construction Value: $800.00 Work: SHUTTERS Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: RECEOVE i4mi Shores Village ` APB Z 3 200 uilding Department 10050 N.�Ind Avenue, Miami Shores, Florida 33138 ----------- Tell: (305) 795.2204 Fag: (305) 756.8972 BUMDMG Permit N X ) p OA-5S3 PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing N Owner's Name (Fee Simple Titlehold ) r Phone # Owner's Address City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) S rn (� 4 City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name I °�= �! hone # °� Contractor's Address City State Zip Qualifier Amkitect/Engineer's Name (if applicably Phone # e V ue of Work For this Permit -- '---,-- - - - --- Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Wor . Submittal Fee $ �- Permit Fee Si CCF$ . CO /CC Notary $ Training/Education Fee $ -, - Technology Fee $ �— Trainin g/E Scanning $ -- Radon $ =!= Zonin Bond $ Code Enforcement $ ��' Structural Plan Review. $ --�' Total Fee Now Due $s (Continued on opposite side) T Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is-issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. . — -- - - /��/ - ,r — Signature Signature _ - Owner or Agent Contractor The foregoing instrument was acknowledged before me this The f going instrument was acknowledged before me thi day of , 20 by day o ` 20 by � who is personally known to me or who has produced. and who did take an oath. NOTARY PUBLIC: NOTARV:41� : - - - -- - Sign: Print: = My Commission Expires: My Commission Ergs: o ^ � Angela m PaekeP d �nl "10n [? MPO4B (Certificate of Competency Holder) F� State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVED BY: JUN28200 Plans Examiner Engineer Chc 12/15/03 Zoning MIAMI -DARE COUNTY, FLORIDA MIAMI -OADE METRO -DADF FL4rLER BUILDING ® ' #' 40 WEST FLAGLEtd'ET 1 BUILDING CODE COMPLIANCE 6je CL (I C Z-3j MIAMI, I: LORID A 33133,' PRODUCT CONTROL DIVISION (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Guardian hurricane Protection Products, Inc. 7211 N.W. 79te Terrace Miami, Florida 33166 SCOPE: This NOA is being issued under the applicable rules and regulations Bove Product Control Division and accepted the use of Construction m aterials ' The documentation submitted has been reviewed by Miami -Dade County Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by by the . the Authority Having Jurisdiction (AHJ). OA shall not be valid Miami -Dade County Product Control This N lid after the expiration date stated below. Th and/or the AHJ (in areas other than Miami Dade County) reserve the right to Division (In Miami Dade County} have this product or material tested for quality assurance purp oses. If this product or material fails to perform in immediately the a rrepted manner, the m anufacturer will incur th enaterial with n juri sdi ction. BO mes reserves the right revoke, modify, or suspend the use of such product or to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or materi al fails to meet the requirements of the applicable building code. Velocity Hurricane This product is approved as described herein, and has been designed to comply with the High Zone of the Florida Building Code.. DESCRIPTION RT -1001 Aluminum Accordion Shutter 7 of 7, Shutter ", sheets I APPROVAL DOCUMENT: Drawing No. 03 -814. titled " HT 100 Ac cord sion #1 dated December 4� ?002, prepared ared by Knezevich & Associates, Inc., dated October 17, 2002� the No of Acceptance number and bearing the Miami -Dade County Product Control Revision stamp expiration date by the Miami -Dade County Product Control Division. 1VjISSILE IMPACT RATING. Large and Small Missile Impact BELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has Q this �� and there has been no change in the applicable building code negatively affecting the perform chang in the or TERIAINATION, of this NOA will occur after the expiration date or ift ®A be as endorsement of any materials, use, and/or manufacture of the product or process. Misuse of - this for sales, advertising or any other purposes shall automatically t this NOA. Failure to comply pro duct with any section of this NOA shall be cause for termination and removal o e � a , and followed by ADVERTISEMENT: The NOA number preceded by the words Mi f A A. layed, then it shall the expiration date may be displayed in advertising 1` be done in it , T th d b d a or its distributors f ,` ntire NOA shall be pro INSPECTI ' P vial and shall be a i a 16 f s in tion at the joo site at th ° wl menti oned above s # 02- 0605.07 & consis ument This NO s ., r n re ed by Helmy A. , The sub i, �W 00 NOA No 03- 0717.01 ` Expiration Date: 08/24/2008 v v o Ap ate: 08/27/2003 &�Z7 3 pP D P 9_" t 2.420" 048" 048 966" 875 ". 83' c 3.840" MAX. : - N .125" 1.840" 1 5" - " 4 " 'uoI c 875" 483" I . 4s" • 6 0" 6 1 L�L » N t�s_ t2 2 tZ-►+ t2 2 ia1 tv t 9!' ;n -*r r�OQ -050 025 - -1 _� - r c . 1 1 TYP. t1 1 I° T� 1 .=1 91.522 °° END SLAT '.^ t2 t2 l3Z 'J a Rt I 1 1 '� � Oss - .. 9Q zI- N .10?- 6i t1 1 m (TYP.) m a 055 68 SCALE: HALF SIZE W It % t1 1193" t1 ° 93 1 tt2 7 .. 84" N 641" 1.250" N� i3 a t1 2 = 0 5 t = 5 N ' t1 ° t3 " d- -�-� =--# " B I t "' -? . ' 136 o t = .0 6 t = . 76" _ �� r}t _ Mo ITYP. 2) .326" .620" LI u .4YZ7 a HEADER -CLG. 840 • _ 055" .250" c' S .500" 3.283" .050 % _ MOUNTED n HEADER -WALL MOUNTED N� g SCALE: HALF SIZE SCALE: HALF SIZE E 2a BUILD-OUT WALL HEADER O SCALL' HA SlLL -WALL MOUNTED O SILL -TOP OADJ :SILL -BOT . a-T��T SCALE: HALF SIZE HALF SE SCALE: HALF SIZE SCALE: HALF IZ 5 Sd ADJ• ILL BOT R -. O .AT END SLAT esz SCALE: HALF S ZE 7 G o II SCALE: HALF SIZE z 3.993 52" J J 2.7 « =W ADAPTER SLAT 6" 2 3.049" > Z C Sd SCALE: HALF SIZE 84" W 9 ujm N I I N> >> C14 - zz Z O O o0 45 ° 0' 1 I ^' Go 52 bs "- I.D 1�(6655 'p tv .11b 5" 1 0. tall 248:1 :285:. .a5" O.b: :Z85" IO.b. 28 4.534" _ in = in O TYP. SLATS c .060 a o .245 , o: L) SCALE: HALF SIZE n' 60" 60" '� 1 39" N 60" 060" - _ •060 011 �� 91. 0 0 �� O OI p 10 O °' Utp 0: .060" In na190'1 060" °°` 1 .2 » 1 � GENERAL NOT" 60 1 960" �`'' _' a .. 060" 60 (#960» rp 60" W W ain p 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH I I 60 4S" - 60" 348" 0 � X ��1 80 THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY c z' I 0 oiatl a MIAMI -OADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING .095• -il in ow r �i t� IM-MMI CODE, 2001. �' .442" 250 " 0 42 a olnlnl 250" o m N n 2. TO VERIFY THAT THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED IN THESE 949" I 942 m 942 C p APPROVAL DOCUMENTS, NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE - 1, 1" O ' I - 949"� / FASTENER ANALYSIS. 1 » b 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING 1.591'• 1.891" 0 " » _a THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING I U nl WIND VELOCITY. FOR WINO LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA .L cr BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. O CENTER MATE 1 1t] CENTER MATE 2 O CENTER MATE 1 (w / Loa =GRw) ® CENTER MATE 2 (Wf LOCKING RO d 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND 00 NOT INCLUDE INFORMATION SCALE: HALF SIZE SCALE: HALF SIZE 98 SCALE: HALF SIZE SCALE: HALF SIZE QI tD FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. I A S. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA % ADMINISTRATIVE CODE. a VJ. lOYEZEVICH 0- 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR •040;' 312' ► Al Inu mn9m 0. PROVID STAINLESS STEEL ED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED . 9 6 » 14 °� FL IJOHM 01"09611 ti HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES » / NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES ASSEMBLY ¢ �� 4 �� 33 c p ��• 'ff_� "•3 u1 t DETAILED HEREIN. 0 3 .320 "9+ HALE k� - 115 517" X14 N ►°-' 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL -DOCUMENTS WILL VOID p W .D L _ 1 I .485" - 1 THE APPROVAL DOCUMENTS. - o NYLON WHEE r , I I 15" 222 L S. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE ri N PLACEED IN i io i 1 c i i c 50 ' in BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: ,0551• I I I I 0 I I 1 97" 2 ZQO3 A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED, DATED AND 1.100" 251" 1 I I Nm " 1.11 " o SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. WHICH DETAIL t.to 80 .322" u AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE 230" I 1 �1 X m7 0 PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL MAX. » m 0 GRANTING HIS /HER APPROVAL. 2" MIN. -5" MAX. iYP.ATEVERYOTHER �.cr• 1. 400" VV THICK '" in Q INSIDE JOINT ATTOP. MAX. C BI REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND TOP ��m CARRIER °o SECURED FROM THE MIAMI -OAOE COUNTY PRODUCT CONTROL DIVISION. ANGLE D ROLLER ASSEMBLY BUSHINGS INSERT " N V LOCKING ARM WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE 11 SCALE: HALF SIZE 12 SCALE: HALF SIZE 2 1S c N • > / ZONE AREAS, ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. SCALE: FULL SIZE O SCALE: HALF SIZE 14 SCALE: HALF SIZE c °°` p O M V j 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: � GUARDIAN HURRICANE PROTECTION PRODUCTS, INC. v MIAIIIII- DECOUNTARP ODUACTAPPROVED 4 _ 10.550" o 472" I.D. a 360" 80" 435 0 2.373" �- PRODUCT REVISED I " R 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE 612" O.D. I1J R t ° .375" R 135" R ° e c WITHIN 18" OF CENTER INERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE •158"..440" / t1 �' P = as complyingwitbtheFlOtidu e. j HURRICANE PROTECTION. --� t -� " OD .505" R m O B xidmgColse ° 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. �-1 • �� m ° - m 01 i I ao ACiCpi9tttENo0C_ -D •O 12. ALL SCREWS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL, to 1 �I 211 "J I t2� 1 hwtlopDltttt> Zoe dare 10/ 17/2002 OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH .S.., U.O.N. 1 OF 60 K1 le �" ?'! t2 k! ! 2 211" 150" \-.315" R " p p POP RIVETS TO BE 3/16 "G, 5052 ALUM. ALLOY, U.O.N. I tl 0 7 " scat° dra «mey 0 1.35" 500" t2 -'076' t = .200" $ AsNaTm rrca 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 1.840" M%ml Produ"Cootrol d °stg ve check° c 14. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE (OPTIONAL) _ ory^ ,, a: 4CHOR5 SUCH AS POWERS CALK -IN ANCHORS. WALK, ^, C is _ LOCKING ARM ALIGNMENT INSfr 'v;AN; w. 1 °r ' " " "°' 75, i i+ MtJTTEI+ SYSTEM IS PATENTED WITH THE U.S. PATENT AiVf: ,F AC:E "' LOCKING CLIP � FLOCZ I . �?t¢�(p,' - ,9 _ BUSHING (NYLON) � (4;;y� 03- 8-3.4 ''- T=NT No, 5755270 ,,. 03- 1$ -i ' � SCALE- HALF SIZE � 6 SCALE.. - I j SCALE: HALF SIZE SCALL MF Lr s�.rL sheet ': 01 '� y VAKIL5 - No LIMIT SINGLE ARM LOCKING MECHANISM AT CENTER SBM� BUSHING 2® OR SIDE OF SHUTTER. HANDLE TOP TRACK DLE 12 SECTION LOCK M A Y OUSID I FiU N , 16" O. LONG NYLON G PL AN! .50 "co z,. �M7SUSHIN 0.63" _ z n ALT. LOCATION OF #10 x 2" SMS. MANUFACTURED Z z R z a;� N LOCKING MEC HANISM F (DOES NOT REPL a $ w z .� AT SIDE SINGLE ARMLOCp FROM #410HT OR 18 - 8 STAINLESS - % :n W/ XYLAN 5200 FLUOROCARBON W W I SINGLE ARM LOCK OPTIONAL CLOSER HANDLE COAT COATING &x460 N N x 050L FLUOR y� a N.T.S. N.T.S. LU v I - w W SERIE STAINLE STEEL WASHER F. N _ It SIN._LE ARM LOCKING (TYP. TOP &BOTTOM) Qp w N W z MEt " %NISM AT CENTER -o a W q Q OR �'.: OF SHUTTER. NYLON V m X N w LOCI AY BE INSTALLED ON HANDLE 6 I O` 8 F N -1/4, INSIDE OR OUTSIDE OF SHUTTER I I I I 3/8" O.D. x 0.90" LONG NYLON �W W > V1 ec W F I E I I ! BUSHING 2® a "' N N _ o� `LOCKING MECHANISM USED WRHPIECES SAND 1�0 #10 x 3" SMS. MANUFACTURED xW BOTTOM TRACK CAN BE (at 18" ABOVE V� o OR BELOW CENTER FROM #410HT STAINLESS STEEL ° N o CO & FLUOROCARBON .460 (SEE GENERAL NOTE 10) o "� C C OAT 460 "� x .050" THICK 300 >? ^' tel SERIES STAINLESS STEEL WASHER us- o ° o TYPICAL ELEVATION LOCKING PIN SINGLE ARM LOCK OPTIONAL CLOSER HANDLE ITYP. TOP & BOTTOMI Nw N.T.S. SCALE: 1 -1/2" = 1' -0" N.T.S. "T 5 SCREW BUSHING & ROLLER/ BUSHING ASSEI�A„•BLY Y °v R o l zz a SCALE: HALF SIZE m c MIN. SHUTTER SEPARATION MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE FROM GLASS. (SEE 50EDULE -FASTENER Cod 24" Q.C. SHEET 5). DISTANCE TO BE - - ASTENER Cal 24" O.C. SHEET 5). DISTANCE O BE* (SEE ANCHOR SCHEDULE MEASURED FROM BACK OF FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE MEASURED FROM BACK OF FASTENER @ 24" O.C. N o FOR ANY ACCEPTABLE SHUTTER BLADE OR FROM (SEE ANCHOR SCHEDULE 2" MI FOR ANY ACCEPTABLE SHUTTER BLADE OR FROM (SEE ANCHOR SCHEDULE 2" MIN. U 1 ANCHOR). HANDLE WHEN MOUNTED FOR ANY ACCEPTABLE ANCHOR). HANDLE WHEN MOUNTED FOR ANY ACCEPTABLE 0 - Um INSIDE. ANCHOR). INSIDE. ANCHOR). V umm° O L IN ¢ Q F� I` D ,•c p n IDE C tq �R SIDE CI�lL I EXISTING/ �I`l AN W EXISTING x <M0 i q_ SHIM ANuL / GLASS 6a SHIM GLASS 68 r 0-MM 0 0093 Kt— 18 vi 13 . 100° 13 1 0 , . 14 10 L� O 14 0 ?6- (TYP.) + (TYP.) (TYP.) O VJ. KNEZEVICIH 17 17 SINGLE ARM LOCKING - 5 -1/2 SINGLE ARM LOCKING 1/2" Rr no 0382 s MECHANISM AT CENTER 'ECHANISM AT CENTER OR SIDE OF SHUTTER. OR SIDE OF SHUTTER. �c LOCK -MAY BE INSTALLED LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE ON INSIDE OR OUTSIDE + OF SHUTTER TYPICAL AN VIEW OF SHUTTER FL OPTIONAL PLAN VIEW j SCALE: 3" a 1' -0" � SCALE: 3" a 1' -0` SALE: 3" = 1' -0" U 13 9ot c G {J 0 U 314" MIN. E FASTENER SCHEDUL 1-1/2MMA LY X. 455E M f7 H EE FASTENER "SCHEDU 1 -1/2" MAX. (5� PTIONAL LOCATION S I /--is & lrl C5 CONNECTION TYPE SE BLY 1 1" x 1" x 1/8" REFERENCE ANCHOR « } ALUM. ANGLE W/ TINAL o " x 1" x 1/B" + I I SPACINGE FOR MAX. o a PO 0 ® R VETS (al 6" O.C. EXISTING OLE 3/16 "o POP / - E XISTING 9 STRUCTURE I i STRUCTURE TRUSS HEAD BOLT (TYP.) REFERENCE ANCHOR REFERENCE ANCHOR > o ^ ' PRODUCT REVISED a 7 � � complying Witt► the Florida lQj . � L-OPTIONAL -JOINT BETWEEN J JDINT BETWEEN B> C o 03 -0 - I•o� i DRILL 5/8 "0 HOLE FROM SEE SECTION B ON SHEET 3 SEE SECTION L ON SHEET 4 AceeptaQa BOTTOM OF EXTRUSION C8 REMOVABLE AND FOR COMPLETE INFORMATION REMOVABLE AND BEFORE ASSEMBLY FOR FIXED SILL FIXED SILL FOR COMPLETE INFORMATION Fs Da�0 2 usta� CS CONNECTION TYPE C4 CONNECTION TYPE 1o/n/zooa o SPACING SPACING FOR MAX. SCHEDULE FOR MAX. .�I :wseoTeO ar wn SPACING PCR DiYls[On Ossignby sPaskavb o PLAN VIEW SECTION S _ PLAN VIEW SRCitEfN T vnc draw" no. = rtLF yiO''vi+BLE FLOOR TRACK DETAIL OPTIONAL REMOVABLE FLOOR TRACK UETAIL 03 -814 - SCALE :3"- - 0" SCALE : 3 "t Y - C" sheet 2 of 7 + 11 CONT. - FOR LARGER SPANS EXISTING CONCRETE, MASONRY EXISTING CONCRE_ =. 'AASONRY EXISTING CONCRETE, MASONRY E TWO 2" x 5" AL. ANGLES r n EXISTING CONCRETE. MASON (SEE SCHEDULE.1 TYPE C) OR WOOD STRUCTURE. SEE — OR WOOD STRUCTJRE. SEE OR WOOD STRUCTURE. SEE . NR1f� ANCHOR SCHEDULE, - "P OR WOOD STRUCTURE. �EE C2 CONNECTION TYPE ANCHOR SCHEDULE, TYP. ANCHOR SCHEDULE, TYP. AN SCHEDULE, TYP. - REFERENCE ANCHOR C2 CONNECTION TYPE \ E0. EQ. EMB . t C7 CONNECTION TYPE SCHEDULE FOR MAX. 2" x 2" x .050" ALUM. TUBE \ REFERENCE -NCHOR '-!-'' i M TYP. TOP &BOTTOM c i REFERENCE ANCHOR SPACING BUT D0 NOT _MB. g SCHEDULE FCR MAX. SCHEDULE FOR MAX. EXCEED 8 -1/2 SPACING \ SPACING: -578 MAX r j� a� : SPACING X1/4• -20 MACH, B f ROLLER`at+?" '' `' Ei ! C� rCi31+7NErCI':.. - c 1 2 •' ( TYP UT {n? 12�' OCT I �.r'f 1/2" TYP. EVES O i HeR Pfr�# W� I II REFERENCE ANCF \ BOTTOM) W , . 1 /L . - '- SCHEDULE FOR MAX. Q,� LjZ 12 g z � " .. `1AX _ -i /4 MAX. W --- -+ i -W % rr SPACING 1/4" MAXI Z� R ggR �i Z ( MAX. EDGE Z ; tf < O Z.< r Z' DIST - z Q< Z(d „� � q V L 1.N� SEE TABLE 2 d� a GGLL dttlw � a I $ N 3d O�t ' F w+�Q SEE TABLE 2 3a SEE TABLE 2 a sam Qo a SEE TABLE F :w • 3/16 "0 POP RIVET 0 3 w G O; 8 �.Qw OR #12 TEK SCREW y Q c + E- Q-i GGLLgSS O �' • to $ _ u G ASS �r z 6 O.C. tTYP.) 4 n � LL JS 3 -3/4" MAA. o o dR DOOR o d �W ^ X >i o do 8V�AR = X� Z a �W ° w 0 0 D -- Ln QT r4 &. S t x w , I V) _w: 3 3 /1 N Xw otyZ V W _ X;Eu ASSEMBLY I Xu lf �T. AR ON Q;w E a I Q,- ' o N 1 " x 1 - x 1/8" i i } E� l7YP) E z � d w� dlw�+ _ Z :w ALUM. ANGLE \ ----+ ! F w Flw c O. c ,- - -.N RIVE T5 6 D.C. \ _r@ 6" O.C. TYP 1 L 1/4" MAX. w. ! i� ,— I ;:E ^,' ,°„ �!� I 1 /4' MAX \ W•=�\ i1 /2" OPTIONAL FASTENER uo - _ MAX. w *`5 MAX.J fujm a "' _ r 1 TOP 8, BOTTOM LOCATION IN LIEU OF ANGLE SUPPORT ; S - STAGGER ' _ I Q mo O3 C1 CONNECTION TYPE " FMB ''` • CS CONNECTION TYPE A NCHOR 1/4" OFF CENTER REFERENCE ANCHOR Q CON nu r? CZ CONNECTION TYPE � ---- CONNECTION TYPE SCHEDULE FOR MAX. MB ' REFERENCE ANCHOR REFERENCE ANC} -OR REFERENCE r NCHO CS R REFERENCE ANCHOR 111�� \ SCHEDUL FO R MAX. i , r \ SPACING SCHEDULE FOR MAX. SCHEDULE FOR N`AX. SPACING 1 / 2 --,-t - , DGE DLL SCHEDULE FOR MAX. ! �f SPACING FOGE DIST. SPACING MB ; � \ SPACING BUT DO NOT EXCEED 8 -1/2" SPACING d .0 11 CONT O 2" x 5" AL. ANLE S I ON w 5/8" MAX. iO (SEE SCHEDULE 1 TYPE C) 5/8" MAX. <WOO -! L-5/8" MAX. I I WALL MOUNT SECTION CEILINGIINSIDE MOUNT SECTION BUILD -OUT MOUNT SECTION BUILD -OUT MOUNT SECTION ;O " gym • i C A :' SCA�7 3 .. = 1 ._ 0 .. SCALE: 3" _ . - SCALE: 3.. = 1._Q.. 1 3„ 1j2 ,. D SCALES 3" a 1' -0- I '� a Id m� fpM� _ -+ r �i As r. oinin = ( - EXISTING CONCRETE, MASGr•;RY , 4" x 1/8" 6063 -T6 ALUM. � � � 3� OR WOOD STRUCTURE. SE =_ - EXISTING CONCRETE, MASONRY � - /-- o0 CONTINUOUS PLATE W/ mmm OR WOOD STRUCTURE. SEE / na ANCHOR SCHEDULE, TYP ANCHOR SCHEDULE. TYP i r THREE 1/4" 0 WOOD LAG �� z= ... EXISTING WOOD ; SCREWS WITH 2 -3/4" ? Ir++ f:JX -C3 CONNECTION TYPE TRUSS OR RAFTER �" ;� 4 °,! - MINIMUM THREADED T aWa ' l N tJ s - � REFERENCE ANCHOR a SCHEDULE FOR MAX. �: - C7 CONNECTION TYPE r,l 1,1 Io PENETR. "T" IN WOOD r SPACING BUT DO NOT `! REFERENCE ANCHOR EXISTING WOOD OR / d� �° -z _ =a I w P EACH RAFTER OF TRUSS, ;" EXCEED 6" SPACING - - 1 /L-2C * ^A.CHINE BOLT W! <_ SCHEDULE FOR MAX STUCCO FINISH r i I mw 24" O.C. MAX. WHERE 't NUT D.C. (TYP., TOP \ •, PACING MATERIAL I Zz a i1 ! CONCONT., n. w PLATE EXTENDS r' - mot /2 BG T TO"l) '� - •?aTYP. TOP u BOTTOM F _ ~ o BEYOND LAST TRUSS, 1/2 " -� ' ROIL= ASSEMBLY '12.' w "- 1/ v ; " "=�" = "` -a EXTEND PLATE TO NEXT =18 __ /r - . TYP. EVERY OTHER PIN � � �\ � � � - % 1/2' MAX. TRUSS VJ, KNEZEV10i veoRsssoanc ENGINmi 1/4 - t om=, , 4. w.0 �` \ s t n R oo109sI ✓;.ONT- MACHINE BOLTS :; - +2 �.'`"` - I' 1/4' `�IAX.- 0 L M �� @) 24" � MAX. � i �" ' W/ NUT OR # 14 I = ---4 i TEK SCREW C 2 _;J-1 i /4" MAX - BETWEE:•, TRUSSES Z ., & T';,M+ Z (TYP., BC zl d� ! QuJ Z;<- B Qi O.W J ^ I SEE TABLE Z a.aw .�' aNw SEE TABLE 2 �:vr� rnI m Q1 SS Q I Q 3F ; Q _` G ASS J 8 �:� ! LL po ! �n -OOR 0 OOCR - ^ w; w 4- 3/16" MAX. a. o' Di -ALT. ANGLE LEG DIRECTION n moo=�'� o Q� SEE TABLE 2 Pv�XOO ! �I; �I /g•• � X. JQT BE FROM ONE ANGLE OR -� �cw REVERSED ANGLE LEG MA - ' M % <_ - "- + Q. I .). ^ MAX +; X:iu Qi�N c,ty N BOTH ANGLES (TYP -C1 CONNECTION TYPE LL _ I0 D . w MII I V 0 - � REFERENCE ANCHOR � i:w �. � yr � io; _ •�- ,.° U i ; 4 $ >; - _ �-�- -- —.vr r SCHEDULE FOR MAX. — 7: r� `��`�; SPACING BUT DO NOT ^1/4' MAX. Idi� EXCEED 6' SPACING �- _ MA PRODUCT I 16 1 F L "' o \ ,.` J i / [ ' MAX. REVISED ► 'a � �' _- X ascomglyingn _�'�'CONT = 1 /2** °; 4 ^ - i �I! \ C3 CONNECTION TYPE 'ith the Flotida BuisiingCode t- ° � ^ _ EMBED. \ ON ANCHOR _ a • ;cl)I i; COIINEC::OIV T`fP£ I� SCHEDULE FOR MAX. Acceptance silo O C / e 11 ?CONY. 11 _Ct:- Ij _E•"ER'NCE `NC; =OR SPACING Faipis�stioaQsteO ` EMBED. ' 'HE' ULE =+�R ^.4 10/17/2002 x \\ \ j ti q ACr':G \ aere •,r —•�' ; �y • cute Orawn'by MAX. }.. s �'u C'O� MASONRY sr+oreD G DI C G U T R e e D91ems Qatl tOttCCt CUaIT03 , I MCR ! _ c — _r0 - cr `r. aEE r dy� risian i ces+gn by Checked by. :z 0 7. . .,� r.• —E _ SZ P. — I VJK I VJK ;'V00D S'aJI-M crewing no. =_OOH N:OUNT S= CiION _ OZ-814 ate' 3 0 r - EXISTING STRUCTURE 5/8" MAX 2" x 3" x 1/4" • M 6063 -T6 ALUM. ANGLE SEE TABLE 2 _ TWO 3/8 "0 POWERS ---. DETAILS C 1 &(@ W �o 1 -1J4" DRILL 7 "� THREE91'TEtFYtI BOLT' .. f:E 'E NBEL3. = 1A 'tl, i�klJ: DRILL 5v 16 "tti HO = R IN KSI CONC. ` ALUM BEAM (SEE BEAM 113" 375" t� . . Z WITH 4 -1/2" MIN. -Tw SCHEDULE BELOW FOR EDGE DIST. OR FOUR i X d 1/4"0 ELCO CRETE-FLEX N BEAM DESCRIPTION & o Q (L vz gg � z v MAX. HORIZONTAL SPANS) o 1 (0 3" OC W/ 1 -3/4" Tf ° ` • �' `^ n k ' EMBEDMENT & 2 -1/2" - 1/4 -20 S.S. MACHINE SCREW . ° °' °� "' EDGE DIST. IN EACH &NUT (� 12" O.C. USE TNRU `"� - �� v�~ -C ANGLE BOLT OR ACCESS LE AS u+ - u r t SL 1•sa" 11a~ 1.98 1.88" 1.12" I C F 0 HOWN IN DETAI - 1 1/4" MAX. 3.00" 6.00 1 4" MAX. Qo g. � a T ZQ eE� I p ALT. EG OW L �f"W 3. L4 o: 75 v DIRECTION WWW�3 ANGLE DETAIL USING CALK:IN A ( � au W W m== =-j V1 EMBED. 1 /4- 20t.S. MACHINE SCREW & NUT z od f - VNW� SCALE : 3 1 _ o" _ �012" O.C. PROVIDE 1 "0 ACCESS HOLE (1n a8 0 z >. I- JW= BACK SIDE FOR FASTENING zz be m SEE TABLE 2 > >m - X a m us WGL = t-az PLYWOOD ANO _� TWO V4 "0 S.S. LAG SCREW 0 �m � ° OR DOOR a E-z�a DRILL 5/16 "0 STUCCO FINISH 24" D.C. MAX. W/ 1 -3/4" PENTR. ° B X w HOLE 518" MAX. IN CENTER OF STUDS Lu o ALUM. BEAM & 4 w o 1.00" 3.00" 3.00" 3.00" 1.00- 1" x -3" x 1/8" OR Nom . SHUTTER SCHEDULE I 1" x 4 x 1/8" W'" a '^ o c 6063 -T6 ALUM. TUBE Z p 8 SHUTTER BEAM ° o ? (MAX. DESIGN LOAD a 72 PSF) u u DESCRIPTION SPAN SPAN (MAX. DESIGN LOAD 72 PST-) 5• - 9• =51• @ MP SUPPORT BEAM DETAIL O .WALL MOUNT SECTION -USING ALUM TUBE 2" x 5•' SCALE: 3' a 1• -0" I SCALE. 3 a 1 - Tw = .125" 8' - 8' - 1.5 3.00" 2.50" i 3.00" 3.00" 2.50" Tf = .125" 11.00" EXISTING CONCRETE, MASONRY O - u 10' -0" ?' -6" ANCHOR SCHEDULE. YpEE MM .w I Mmm0 NOTE I. USE BEA . U �.. 2" x 8" 5' -0" 14' -0" DETAILS�H SCHE LE FOR ANDBJ . EQ. EQ. + Z! SP 2. SHUTTER SPAN TO BE LIMITED O xaav Tw = .072" B' -0" 11' -6" Is O X Tf = •' MAX, 1• 1: �. m 10' -0" 10' -4" 3. BEAM SPAN SHALL 8E CONSIDERED O 0 I? t- oowm SCALE : 3 " a 1'- o" E C4 CONNECTION TYPE o0 AS THE DISTANCE FROM OF SUPPORT REFERENCE ANCHOR w N 0 '- 5' -0" 15' -5" � 2•• x 9" TO CL OF SUPPORT. ; ; w SCHEDULE FOR MAX. Q �Mm � z =.... �,=�., Tw = .072" 8' -0" 12' -5" SPACING T �r _Qwd Tf = .224" 10' -0" 11' -2" 1 MAX. i r ~ � GL LSgEE TABLE 2 aw G'Ja OR DOOR SEE TABLE 2 Q °aw, M OR DOOR 0R DO F u�< 0 f� ~ mow = 3/16•'0 POP RIVET B 3 VJ.�� w �< w SEE TABLE 2 W %o OR #12 TEK SCREW = Zpw ° °" R. W muu=i =p @ 6" O.C. (TYP.) to q�� 8 £��_ _ �� O & 55 X maW _ > >a[ =Xa w ASSEMBLY Q X= pp �/ T = - itWP<z a. 8 a E VA tn m �6 O. EK S�R W X w=povai _ , . � N 3716 "�A POP RIVET �.. ..._ Z EM Q wtA W I C4 CONNECTION TYPE (la 6" O.C. (TYP.) 1/4" AOG 2 zo TWO 3/8 "0 POWERS tnE 1 -1%4� E a REFERENCE ANCHOR MAX. CALK -IN vial 3 -3/4" O.C. N SCHEDULE FOR MAX. W/ 1 -1/4 MIN. EMBED. AS EMBL 04 3/16 "0 POP RIVET } SPACING IN 3 KSI CONC. N & I�5 OR f - OR #12 TEK SCREW WITH 4 -1/2" MIN. (Ol 6" O.C. EDGE DIST. OR FOUR AL. BEAM (SEE BEAM :,: MAX. i • p 1/4 "0 ELCO CRETE -FIE a SCHEDULE ABOVE FOR I e - ` 1/2" OPTIONAL LOCATION Q ' Q y 3" O.C. W/ 1 -3/4" p�/B� Tf BEAM DESCRIPTION & �� - M D .C. W & 2 -1/2'• _ HORIZONTAL SPANS) R�EFERENCFEnANCHOR EDGE DIST. IN EACH V7 & D E DIS ° ie I MAX. z.. 3 SCHEDULE FOR MAX. :- � ANGLE VZ 1/4 -20 S.S. MACHINE SCREW & SPACING LT NUT 12" O.C. PROVIDE 1 " ; Ay `-FOR WOOD PLATE USE 1/4 "0 O CEIU gONSIDE MOUNT SECTION m 1•' MIN. ACCESS HOLE IN BOTTOM OF EMBED: 't�` S.S. LAG SCREW W/ 1 - 3/4" SCALE: 3 a 1• - 0" BEAM OR USE �•' 4 \ACCES THR BOLT S b HOLE SHOWN IN DETAIL(t!) A PENETRATION INTO W000 1 PLATE (1a 12" O.C. PRODUCT REVISED � F 2' 3 x 1/4" ---TWO 1/4 "0 S.S. LAG SCREW as complying with the Florida Iffif ` 6063 -T6 ALUM. ANGLE PLYWOOD AND 24" O. C. MAX. W/ 1 -3/4" °- STUCCO FINISH 1 11 4 1 THREE -1/4 "0 TNRU BOLTS PENETRATION IN CENTER OF Balding Code eeeptmeeNa -G •O� STUDS A I " te EExx STING 5/8" MAX. �-� I 10/17/2002 ty ST�UCTURE NIAX -� ALT. LEG DIRECTION �--Z" x 6" P.T. Eapi tionDateo 200$ WOOD PLATE stele j ars M Af ROTfO MCR �Et9A C. DESIGN LOAD = 72 PSF) IR design cy checked 0 r (MAX. DESIGN LO "r 72 PSF) _.: °' Miami Dad r0daetControl ( ..,� rnc ....• ,: a ,=,r �._ Ui\'isi0n , 2- ns•SnU no. I • n BOTTOM SUPPORT BEAM DETAIL n WALL MOUNT SECTION - USING 2" x 6 P.T. WOOD PLATE F 03-814 � - L T , . MAXIMUM ALLOWABLE SPAN SCHEDULE _ A MIN MINIMUM SHUTTER SEPARATION FROM GLASS (IN) FASTENER T 24" O.C. B TYPE TYPE B TYPE C TYPED s (USE ANY ANCHOR IN L DETAIL F L MINIMUM MINIMUM ANCHOR SCHEDULE) E NEG. DETAIL © E SEPARATION SEPARATION DE �4 r� ALL OR DE D LE FROJ"d ASS PRO ASS o a: ; IG a.. ... MOUNTING C OUB 2 POSITIVE ACTUAL,;. �� ...flR • \ - LdIAD CONDITIONS ANGLE QFISfAII E AL ... INGLE AN REQUIRED 9 -3/16' DESIGN SPAN INSTALLATIONS INSTALLATIONS c (PSF) C REQUIRED LOAD (W) EQUAL 70 30 G 3 ABO N u z 19 z 3 -3/4" MAX. B.O. (FT - IN? #10 x 1/2" GALVANIZED S MS OOO MAX. B.O MAX. B.O. (PSF) ABOVE GRADE GRADE Z� R 9 - b OR 3/16 "0 ALUM. POP RIVET (FT - IN) (FT - IN) (FT - IN) (FT - IN) (INCHES) (INCHES) _W d � W r u 16' O.C. 30.0 13 - 1 12 - 4 13 - 1 12 - 7 5 - 0 2 - 7/8 1 - 1/2 �^ tai r 1" x 1" x .055" • 1" x 2" x .055" U 2" x 3" x .055" • 2" x 4" x .A5" 38.0 13 - 1 11 - 0 13 - 1 11 2 7- 0 2 -7/8 1 -5/8 g 7 OR 2" x 5" x .12 AL. ANGLE 40.0 12 - 11 10 - 8 '.2 - 5 10 - 11 3p.p 8 - 0 2 - 7/8 1 - /B Qo a 48.0 12 -4 9 -9 !0 -4 10-0 11 -0 3 2 -1/8 vd III 52.0 12- 1 9- 4 9- 7 9 -7 13 - 3 - 3/4 2 - 3/4 �s g ALT CLOSURE DETAIL s6.0 11 - 11 9- 0 - 0 9- 3 5- 0 2 -7/8 1 -1/2 Q W $� W 0. M SCALE: 3" - 7 - 61.5 11 - 7 8- 7 8 8- 7 8- 30 7_ 0 2 -7/8 1 -5/8 aZSZ g z "MIN 63.3 11 -6 8 -6 8 -6 8 -8 - 40.0 8 - 0 2 -7/8 1 -5/8 FASTENER 24" O.C. 66.8 10 - 11 8- 3 8- 3 8- 5 v Q o 0 (USE ANY �NCHDR IN 11 - 0 3 2 -1/4 N 67.5 10 -9 8 -3 8 -3 8 -5 -? o ANCHOR SCHEDULE) 3 M 71.2 10 - 3 8- 0 8- 0 8- 2 12 - 11 3 - 3/4 w N� °0 75.0 9- 8 7- 8 7 8 B- 0 5- 0 2 -7/8 1 -1/2 81.4 8- 11 7- 0 7- p 7- 4 7- 0 2-7/8 1 -5/8 Y0 #10 x 1/2" GALVANIZED SMS 86.8 8- 5 6- 7 6- 7 6- l0 50.0 8- 0 2 -7/8 1 -3/4 to OR 3/16 "0 ALUM. POP RIVET O (a ) 18 "O.C. 91.4 8 -0 6 -3 6 -3 6 -6 11 -0 .3._ 2 - 1/2 1" x 1" X.055"; 1" x 2" x .055 100.0 7- 3 5- 9 5- 9 6 - 67 12 - 3 -3/4 3 c 2" x 3" x .055" ; 2" x 4" x .055" Oi o 110.0 b -7 5 -2 5 -2 5 -5 5 -0 2 -7/8 1 -1/2 ~ OR 2" x 5" x .125" AL. ANGLE 8 7 120.0 6- 1 4- 9 4- 9 5- 0 7- 0 2 -7/8 1 -5/8 O� X uo - 130.0 5 -7 4 -5 4 -5 4 -7 60.0 8 -0 �� Wmmm ALT. CLOSURE DETAIL 140.0 5- 2 4- 1 4- 1 4- 3 2-7/8 1 -3/4 O a ] ~m s< vv c N SCALE: 3 " = 1• -0" 150.0 4 - 10 3 - 10 3 - 10 4 - 0 11 - 0 3 1 -3/4 M i0i mamm 1" x 2" x 1/8" 11 - 8 3 -3/4 3 f Ca �Omm Co ALUM. ANGLE o 160.0 4- 6 3- 7 3- 7 3- 9 5- 0 2_7/8 1 -1/2 L ai Q 3umm 170.0 4- 3 3- 4 3- 4 3- 6 f O Z : j 3 #10 TEK SCREWS 7- 0 2 - 7/8 1 - 5/8 i�i -aw< OR 3- 3/16 "0 ALUM. 0 B NOTES: 70.0 8 - 0 2 -7/8 I Q , Ng�� a, POP RIVETS (TYP.) 1-7/8 •�- 1 0 #10 TEK SCREW OR 3/16"0 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON 9 - 6 3 �+ r i 2" x 2" x 1/8" ALUM. POP RIVET 24" O.C. 2 -1/4 O ALUM. TUBE (TYP) �° MOUNTING CONDITION IN FIELD. 10 - 4 3 2_5 /g a 6063 - T6 ALLDY Co TWO 1/4 "0 FASTENERS 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE 5 - 0 2 -7/8 1 -1/2 EACH ANGLE (SEE ANCHOR NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE a R(q ANCHOR jE F OR ANY ACCEPTABLE USED TO DETERMINE ALLOWABLE SPANS. 7 - 0 2-7/8 1 -3/4 V.1•KNEZEVICH FLUcon am o_ 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE 80.0 8 - 0 2 -7/8 1 -7/8 No MAX. SHUTTER SPAN. 11- 0 3-1/6 3 -1/8 u EITHER CONDITION MAY BE TYPICAL 12- 1 4 4 FOR EITHER SIDE _ 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE 5-.0 2-7/8. 1 -1/2 ! r MIN. SHUTTER SEPARATION FROM GLASS. 71 CORNER CLOSURE DETAIL 7 - 0 2 =7/8 1 -3i4 o P SCALE. 3" - 7-0" z 90.0 8- 0 2 -7/8 2 z ��- 11-0 3 -3/8 3 -3/8 0 In MIN. SHUTTER SEPARATION o. N� 11 - 6 3 - 7/8 4 V) FROM GLASS (SEE SCHEDULE N m 2 N ¢ 2" x 2" x .125" SHEET 5) rr 3Q 5 - 0 ALUM. ANGLE CONT. w O 2 -7/8 1 -1/2 w ` 0 0.062" THICK r .J 7- 0 2 -7/8 1 -3/4 a" ¢ RECESSED SILL r 4 a. i 3105 -H32 OR >> 100.0 8- 0 2 - 7/8 2 c 6063 - T6 ALUM. z XG ALLOY (118 2 - 3/4 � 10 OFd70 � " BELOW � Qw 9 - 0 3 s c u 1/4 -20 TRUSS HEAD CONCRETE) X �u 10 - 3 3 3 - 8 TTT BOLTS &NUTS W! Q WO 9 p 9a LOCK WASHERS @ f m ? " 24 D i c 1/4'° MAX. PRODUCT REVISED 1 -1/4" c; • XISTING STRUCTURE aC=Pftwlth the Florms c EXISTING STRUCTURE. e ° e a 4 : MIN. 3,000 PSI CONCRETE BukftCode date 10/17/2002 ACCept=m NCtO3 - 0 0/ o ONCRETE FASTENER @ 8" D.C. C) eo scale cwwn*y ANY. SCHEDULED FASTENER IS AS MOM "m g HALF OFO e. ' e.. ACCEPTABLE v design�l chau,ep . . USE MALE O Et E ASY .: REQUIRED -" t: e <� IVI18>il1 COIItf01 drbwft' P,o, o. O ALT, CORNER CLOSURE DETAIL R ALTERNATE FLOOR MOUNT DETAIL �` 03'8 SCALE: 3" = 1' -0" SCALE: 3" = 1' -0" I ' ! FASTENER MAXIMUM SPACING (INCHES) REQUMED FOR VARIOUS DESIGN LOADS AND SPANS I ' �LOAO 1 MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE. ! (W) SP ANS UP TO S PANS UP TO SFANS >,IP TO S PANS UP TO SPANS UP TO ,r,P�NS UP TO SPANS UP TO SPANS UP TO c1q 1 IP.S.'r 5._8.. B.. -C.' 91„0.: . _, 5• -8• 8'. - 0.. 9 ' -0 •• - t7 1. N ANCHOR 7`'PE S MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) N (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYP CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYP z,,, �' % - wr at W a . ` NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) a t � y C5 C1'C21C3IC4!C5 C1 CZ _ C4, C5 C1'C2'C31C41C5 C1,C21C3JC4.'C5 C1IC21C31C41C5 Cl C21C31C41CS `jam I 'N u�C1 1 � I 1) C1 C2;C3iC4!CS Ci LZ:.3iCL+ ''3 � j 1 45.0 112 :12j1211217 112 '12'12!815 1211211217 14 1t 5;5:3 12.12!12112 9 1211211211016 12112112]9 5 1111 6 6 1 b 1 3 ! -+-^. 57.0 12' 9 1 6 12:12'12: 6 1 4 11! 9 10 6 3 8 4 12:11112111, 7 12112.12! 8 1 5 121101121 7 4 9 3 3 5 3 j 73.0 12` ?2112 7 i L 10 5 51513 9 1 4 3 4 8 4' 12!12!121 1116!6 614 1014 1 4 5 3 9 3 3 5 3 1JL "O IT' J TGPCC`J W/ V1ahe `a W U lr 1 1 -1/4" MIN. EMBEDMENT 105.0 10 5 1 5 1 5 1 3 $ 4 8? 3 4 8 '� L. 11 ' 6 1 6 + 5 1 3 9 1 3! 3 1 5 1 3 9 1 3 1 3 1 5 3 9 3 3 5 3 "' U 4W� w P W 4, r 6 3' ! 4 1 8 1 3 4 e i i i 9 3 1 3 1 5 1 3 9 3 1 3! 5 1 3 9 1 3 1 3 1 5 1 3 9 3 3 5 3 z °s ^' (MIN. 3,100 P.S.I. CONCRETE( 170.0 $ / . / ! n q 5 W r=: 45.0112 .211211219 12 ••2:121916 12 9 5 + 1 12 '12:121.12 112 12112112112110 12 112 112 1121 9 1211 11 9 1 6 �Z� U lm. 57.0 12:121121101 7 12 •2'121 7 ! 5 121121121 6 14 12. 5 L 1. 3 12 .2112112 11 12112112)121 8 12 112 112 1101 7 121 b 6 7 5 u r2 W ° R c I 1W ION 1/4 POWERS C4LK -IN 73.0 12 12:12 1 8 { 5 12 9 5 1 �- 12 ! 6 1 6 15 ! 3 12 S 4 4. 3 12 : i2 ! 1Z ! 12 I S 12:12 1 11 1 9 1 6 12 1 8 1 B! B I S 121 b 1 6 7 5 z I INIz' wJ 7/8" E'^.9ECMENT _ » u►�i ®I 81 /L 20STP.+NLESS 105.0 12 918!5:4 12 413 12 i4j4J3 12 5 bl 3 12.11;111916 12•.6;6!7 -5 12Ib1b1 12 6 6 7 S IV� I�,9,+' S ' = I STEEL MAtr!wE S_IZEw 1 170.0 1 12 5 4 1 4 3 12 = 4 4 1 3 12 ` 5 1 4 1 4 1 3 12 L 4. 3 12 6{ 6 1 7 1 5 12 ! 6 1 6! 7 1 5 12 1 6! 6 1 7 1 5 12 1 6 6 7 5 )� Lu in 1 (MIN. 3.000 P.5 ' CONCRETE) ,� z N ' C 45.0 112. •2:12110 6 1 ?2 7 1 4 12:12112! 6 1 4 8 ». 4 �` 12 12x121121 7 12:12!121 9 1 5 12!12112! 8 1 4 9 1 5 5 5 3 ]GV�� o � r 57.0 12.'Z,12! 8 5 1 ?0 '_ 10 S i 3 9 j 7! 8! 5 1 3 5, %, %/ 3' 12 '2!121101 b 12'12.12! 7 1 4 101 8 1 9 1 6 1 3 7 4 I� r':'r/E =5 -3.0 11 ?1 1 11 ! 6 - .. - L 4 �/ 7 3 i 3 4 j /� 6 / 3 l% 12 '2 12 ! 7 1 4 9 5! 5 1 5 1 3 8) 3 1 3 1 4 7 L NAIL - -N Wi '_';g ?05.v^ £ 4 4 4 6 i 3 i% 6 /f 3 6 /f� / 3 9 5 4.{ 5 3 7 /� 4 ? 4 7 4 r�' �� m �' 0 r a (MIN. 3 ODO P.S.I �C.vCR£iE) 170.0 6 - 3 1 6 ;� 6'/ I 3, 6 /.' 3 /� 7 ; 4 I� 7 �.� j 4 i / 7 4 4 V u >r�pym 1 _ 45. 00!12 . 1 2 ,12. 1 '2 12 7 12.12 12 11 b 12 S 7 7 4 12 •.2,12112112 12.12.12,12, 8 12112 1211217 12 8 8 coI•:'�; mmlp i 8 5 �Q cn!i , l :~ ; =are a 5'.0 1 12 - 2.12!12. _ 1 _ _ i 5 12 12 12 8 5 1' » 4 6 3 1 12 12,12' 12 9 12.12 12; 111.6 12;12.12!101 6 12! 4 4 7 4 �; ►�o�im _ f FEMAL ANEL GTF' +.Y/ (73.0 1 i2 "Z 12 ! 10.4 1_ 3 12 5 5- 6 4 1 z 4. 6 3 12 .2:12 12 1 7 12 8: 8 i 8 1 5 12 1 6 5 7! 4 12 1 4 1 4 7 4 rtaj S� �auiln w "" 7 7 i ' - - 5 3 11 L 4 • 6 3 1: - 6 ' 3 12 ? ! 7 8 15 72:4 4 7) L 12 ; 4 ; 4 17 ': 4 12 ! L 1 4 7 4 1 :.. r.E`i+ .:."- NUT _ Z .. 1 300 P.5.1. CO NCRETE) ! 170.0 1 1' L 6 1 '" - L 6 3 i1 ' 4 4 1 6 3 11 L 6: 3 12 4 1 7 4 12 *1 4 4 7; 4 12 ! 4! 4 1 7 1 4 12 1 4 1 4 7 1 4 ®! - , 1 01 _ L5.0 1 :2 '2 12 112 '1 {'2 2 ?2 ; ? .2 12 : 12 : 11 ; 12 _ 3 7 4 12 "2 112 112 112 12 : 12 : 12 12 1 9 12 112' 12 112 1 8 12 1 101 10 9 6 !.�.� O I S ` 57 0 112 2. 12:12 3 1 '_ _ 2 112 12'12'. 8 5 ?2 - _ 5 3 1 2 '2:12!12 :11 12:1212:121 7 12!12;12!101 7 121 61 5 7 1 4 U I - - ^nN 73.0 1 12 "2 12 • 10 _ 1 ^ = i L 12 6 S 6 L ?2 - - 6 1 3 _ '2 . 12 , 12 ! 8 12 . 11 10 . 9 1 6 12 . 7 7 18 15 12 16 1 5 7 4 Q� a x -E 1 _ -_ 1 a i l 1_ 5.: 112 L 4. 6 3 t. . 5 3 12 1 0. 1 1 , : 1 1 4 I J' .vi cep' 1 1 10 1 9 6 12 . 6 5 7 4 12 6 5 7 12 j 6 5 7 4 dIN. ^tdCRE7E) ! ?70.0 ! 4 6 1 2 - - 5 _ 1 12 L 4 5 '2 _ 6 3 _ 5 5 7 1 4 12.6 5 1 7 4 12 6 5 17 1 4 12 1 6 5 7 4 I OFMOMA PROFESSIONAL ENGINEER - 1 - { L 5 1 ? 2 12 _ _ _ 12 7 1 ' 2 ? 2 .12.11:7 8 7 L I ^ 1 I FL Um m. Na: PyD010983 _ 1!' 12 r ? '212112!12 12 °121211219 12112:1211218 121 101 10 9 1 6 ='3) _ 12.12 c I - - _ 5 12.12,12. S 5112 ! 6 31 -'112.12!11 12.12.12,121 7 12112,12!1017 121 61 5 7 4 E__ ? "c =_Ef. .12 i0 6 j = - 112 6 5 6 12 L 5 3 12 1 :2 , 12 12 8 12 . 11 . 10 , 9 i 6 121 7 7 8 1 5 121 6 5 7 4 f� _ fi i M?= _�tE`•• .5 8 7 F '_ - » 6 1: 1 i2 L b 3 12 L 5 1 3 112 '0 10 i 9 6 12 . 6 5 7 1 4 121 6 5 1 7 1 4 121 6 1 5 7 4 t �• 04')' {.MIN. _.353 P.S.I. C- >ICRETS) I_ _ L 5 = I _ - 5 5 1 12 L 4 6 3 1 _ 6 = 12 - 5 7 4 12 6 5 7 4 12 . 6 5 1 7 1 4 12 1 6 1 5 7 4 / y I in �,1y . i . i i✓ :� t..r � Ilw,�j N M AXIMUM SPACING a ?JCHES) REQUIRED FC71 VARIOUS DESIGN LOADS AND SPANS 1N11CIv1 i N - 1 i LCA v '•RIN, -: DGE DISTr-HNC CIIv1 1 N - = -G i - 3 1 ZP4NS UP TO SPA:;S .P I Mn'.,! c7 1 ,h1L1 �c :5- '0 11 :EE ? ?OTE 1) 1 SEE NOT 1) ! ISEE `O E . .,� ]=E -_ .N -7*0N TYPE I "�• '�- -'� Y °E 1 - ONNECT;DN TYPE I CCNNEC- C,`� iOe ( PRODUCT REVISED - . GT c?. =0Tc3) I SEE,:OTc =) I SE. NOTE !SEE:iOT 1 SEE PAGE . FOR ANCHO NOTES g ! �I'I" 1 4 I _ as compi� In h1it3 t;ie i;orc: VI C.'t? ,2 -- _-) i3nidingCoue 1'e H' Acceptsnse Pao G Z - 0 - J r 1 1 : I - ---- - - - EXplFilllui7 / l)atY 08 Z oUy 'L 10/17/2 1 ^` (scale • by By / �+' v AS NOTED 1 MCR . - -- - _ - Mfoin T)Oti6'PTOO110E1.44IPL`! 1des,gnty licaec'p� V }K II YJK Division =_nee, c* M ANCHOR SC64EDULE � tc FASTENER MAXIMUM. REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE \! _ (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO CID 1 P.S.F. 5 8' -0" 9' -0" 13 iii In ANCcIOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE. 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) v z o z N (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE Z Lft X NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) ISEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) ! ttJ f. 1) C11C2IC3!C4iC5 C1;C2.C3'C41C5 C11C21C31C41CS C1:C2 C3.C4; C5 ClIC2!C3!C41C5 ClIC21CBIC41CS C1:C2,C31C41C5 Cl IC21C31C41C1 w 1 g A 115 I W a $ 45.0 12 112 1121 7 1 4 9! 9 9 5 1 3 8 1 8 8 � 4✓ 5 i 3 3 3� 12112112' 8 IS 10110/101 6 1 3 9! 9 1 9 1 5 1 3 6 1 3 1 3 13 ~= ° p 0 Qo).� NI y 57.0 10 110 110 1 5 1 3 7 1 7. 7 4 6 5 15 i 3 4 1 11 111 111 6 4 8 1 8 1 8 1 4 7 1 5 1 6 1 4' 5 3 �L)u: �� a 73.0 717!714 313'.3'31 4 8 513 61313,3, 5 4' ! ' 1 1pd 81811 3 N x!= 1/4 "0ITW TAPCON W/ 5 3 �tn MIN. EMBEDMENT 105.0 5 1 3 4 4 1 4 "! 6 3! 3 1 3 5 3 t 5 ! 3 5 3 to cc !� '" > I ltl p 170.0 4 I 4 4 , 1 3 12 12 1 12 5 ill 4' %/ 5 3 S, 1 3 5 1 1 3 5 3 j¢Lu N1� ff ca 4 1 1 '11 11' 10110110 ! I 1 '1 1 5 1 3 4 5.0 12, 2, 2 7 15 7 3! . 11 1 I i 3 3. 3. 12112.12 7 12 12 12 B 5 12,12112 7 4 8 4 4 �ullx 1 1 1 1 5 1 = � I � i m 57.0 12 112 1 12 1 6 (4 9 1 9 9 4 8 6 1 7. 5' 1 '. 9! 11 1 11 1 6 1 4 10 -i $- 1 9 ! 5 3 7 1 - 1 4 1 3 t Cc Io 73.0 10 110 110 1 4 1 3 7 1 4 3 3 '' 6 1 3, 5, 12 1 12 112 1 7 1 4 9 1 5 1 4 5 1 3 8 1 3 1 3 1 4 7 ' 4 >2 1/ 1 �^ iN! `r1 4' 0 POWERS CALK -IN : 1 tJ.t 01 c) W/ 7/8" EMBEDMENT 105.0 7; 3 1 3 1 3 5 j; / //' S S' r 8 1 4! 4 x 5! 3 7 4' 7 1 i 4 0 7 a n+> _ m 1l' N 1/4 -20 STAINLESS & , / `• /' I WN 2i a N i O STEEL MACHINE SCREW 170.0 5 V %: ! 5 f''/i %; 5 /� 5, % 7 �' i 4 7 4 7( I 4 1 7 4 Z 1O s � Y u I .�- ° m l Y 45.0 12112.;12! 7 1 4 8 8 8 3 7 1 7 1 7 1 4 S jj j' 3 12112i12: 9 1 5 9! 9! 9 1 6 1 3 8 1 8 1 8 1. 5 1 3 6! 3 1 3 1 3 0_ 57.0 9!9!91613 6 o6 6 4' 614!513 4 101101101714 71717(51 61516 i4 V, 4 3 m 1/4 "0 POWERS 73.0 7; 7 7 1 4 5 3 3' 4 1 �/ 4; 8 1 8 8 5 3 6! 3 1 3 1 4 5; 3' 4 3 v 1 W ZAMAC / NAIL -IN W/ 1 -1 /E'• 105.0 5 ;✓i 3, 4 : ,.• , ij ; 4 r i 4/ 5 1 3 3 3 4, ! 3 i 4 i 3! 4 ! 3 I �" u 3 O MIN. EMBEDMENT 170.0 4 /'% /� L '; /, /;:'; 4 i 1 4 %� // 4 1 3 1 4 ) 3 4 1 i� 3 4 3 DI 2 : -Mm mr7 tiI 45.0 12:12:7219!5 12 12 ?2 6 4 11+11111!5:3 8'.4.4 3✓ 12112,12:1016 12!12112!714 121121121614 81414!4] loNlj 1-�� CJ 7.0 12 12 12, 7 4 10' 0 10 : 3 9 1 7 1 8! 4 6 �j 3 1 12112:12! e! 5 101101101 5 1 3 9 1 7 1 8! 5 1 3 6 l 3 I 0~ <mrn c 1 O ' I^�rm 1 T• L� �"i it rn rc ' - v4 "O ELCO MALE! 73.0 11 1 11 ' 11 1 5 3 8 » - a 7 1 3 1 3 1 3 6 / 3' 12 112 i 12 ; 6 1 4 8 1 4 1 4 i 4 7 i 3 t 3 4 I 6 1 3 i Q,I L"Q' r FEMALE "PANELMATE'• W/ Otnln. t I 1 !Q Lr ��00 ✓' -1/4 MIN. EMBEDMENT 705.0 8 4 4 3 6 ';' ? ✓j 6 3 %/ 6 ,�/ 3 8) 4 1/4 -20 MAC INE 4 4 6 3 6 ! 3 6 3 �Q1... 0 cam i & F ✓ /. , , Qtew Z - ....; SCREW WITH NuT 170.0 6 ,/; �:', 3 !� 6 3 :/ 6 3 f 6' / / 3 1 b /fj 3 6 /}// 3 6; 3 V 6 } 3 ( OtI ta - a 1 W - a: 45.0 12'12:12!10' 5 11 11 '1 7 14 10i10!101 6 3 7; 3 3 L 1' 12112 12.121 7 12112;121 9 5 12':12112; 8 1 4 8 14 14 15 1 3 �IUIi0O r� = "'�°^'^°�^"°' 57.0 12 12 ' 72:8 4 9 9 5 3 8! 6 7 1 5�. 5 ✓: ;, 3' 12 1 72 7T' 1p 1 S 11 ! 11 1 11 1 7 4 10 1 8! 9 1 6 1 3 7 4 I �I a I. i 73.0 10i10'10 7 » _ - ✓/6 /3f/ ','3 1211212:7!4 815 7!3!34 7 4 1/4" ELCO TEX7PR - i i HEX- FLANGE TAPCC >i/ 105.0 7 3 3 1- / 5 3+ 5" 3 ' 5 �. /./ 5 3 7 1 HEX HEAD 74'CON . ` % V ;/ , / 3 i 8 l 4 .4 ' j f 4 7 , ; 4 7 I 4 VJ. KNEZEVICH W/ 1_1/4•' EMBED 170.0 5✓ %, /; 3 i, 5 i 3 / 5 1 / 3 1 5 /,/ 3 1 7 4 7! 4 i 7 7 4 V PR ENGINEER • i /i i RLitefueNOYAflW10989 c ' 45.0 12''2'12:10:5 11 11 714 1011011016 3 7'3 3 L! 12112::2!12]7 121121121915 12112112!814 1 B14 x!513 57.0 12 12:12: 8 1 4 9 9 5! 3 8 1 6 i 7! 5 5 3 12112?2;101 5 111111111 7 1 4 101 8 1 9! 6 3 7 4 _) / 1/4'•0 ELCO CRETE FL!Ex 73.0 10 . 10 , 10 : 6 ! 3 7 6 • 3 5:///'3 12!1212.714 8151415.13 7!31314 7 4 •- 1 W/ 1_1/4•' "'71N i 1 EMBEDMENT 105.0 7 3 3 1 4 :/ 5 3 .� 5 l 3, 5 V� /� 3 I 8 1 4. 4 5 1 3 7, 4 7 4 1 170.0 5 i /'/ 3/ 5 i" 3 / 5 /' i 3 // 5 // /- 7, 4 i 7 4 7003, c` Ca < I ANCHOR NOTES' INj 1 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. e„1 - I.. INI IIN: j ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE 7 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER 1 0IIe�� 11001 SHOWN IN TABLE 1, PAGE S. SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" �) 9' Cy 1 2. ENTER, ANCHOR SCHEDULE BASED ON THE = XISTfNG STRL' =TURF MATERIAL. ECGt DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE LI I �Oi i ! ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAC C ?EATER THAN OR "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE >° EQUAL T 0 NEGATIVE DESIGN LOAD ON SHUTTER AND S£L__T SPAN GREATER PHILLIPS PAN HEAD OR HEX HEAD, 01i� 1 THAN OR EQUAL -0 SHUTTER SPAN. ai E MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN 3 EXISTING S T RUC'URE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER PRODUCT REVISED I +pie I 1 Q gEFERENCE ANC- N O SCHEDULE FOR PROPER ANCHOR TY -- BASED ON TYPE OF HEAD (SIDEWALK BOLT), U.O.N. as com hin with the Floridr 1� % EXISTING STRUCTL +RE AND APPROPRIATE CONNECTI0 -FIE. SEE M OUNTING P.' ��' SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 9 � � DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. Building Code 11 c1 - ANCHORS 5HALL =E INST ALLED ALLED Ira :.CCu vi7H MANUFACTURERS' �:=' Accepfracehl Lo - - 7 o aare ff ! 10/17/2002 RECOMMEtIDATlONS, Jr G_SIGNA'(E :�.NCHORS WHICH AR;r REMOVABLE BY REMOVING MACHIIr1.E, Expftotpan�ia€te °$ NIMJM NT AND GE Cl ..SPaC' _.:C 7 t_ IN,,f -fiOR TLCCO. SCREW, N(.}'1'DR *- ki?ASHEPED WIN(° 1 state Uarawhby 1 EI 5E: nc ED S" LiC ` :. L 'c S 1 GNU . D AS NOTED II MCR - ! 6. WHERE =X1S7!NG = RUCTUREE IS 'riOCD FRAMING. 40__ SPACING SHALL NOT EXCEED . de "� ne Ceca by Lam: _I -r >. -- ! = RAMING CONDITIONS = OR BUILD -OUT MC:iNT SECTION ^ ^_ = _ /°' D.C. O ANCHOR SPA 1 M 6dactCo -wro( V g y hke - HAT t^c �_�c _K_ rJTC _ T WOOD FRAMING VAC 1_ ---- - - +crinr ;O' :0•^.D. FAST -EN!NG - _'�WOO�^.. S ` CE T4�j' G n ",I cOR _ ^UIL _ J£ ya 011.15100 - IT C -!ON (� ANC OP SPACING SHALL NOT EXCEED 1 arawm o - 03 - 81 r Sheet 7 O Miaini Shores Village ` Building Department 10050 N.E. Znd Avenue, Miami Shores, Florida 33138 Tel: 5305) 795.2204 Fax: (305) 756.8972 BUILDING Permit N0. r Zffi R 1 PERMIT APPLICATION Master Permit No. ° FBC 2001 Permit Type (circle): uilding Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 04,22 ��ZF4 tC/- Phone # 3A . 7 S 9 Owner's Address S® o 4.,7 c- a ge City MAZ' _ — State 3 1 .3 e T Tenant(Lessee Name Phone # i Job Address (where the work is being done) 7171 City Miami Shores Village County Miami -Dade Zip 33 Is Building Historically Designated YES NO I Contractor's Company Name p 1 Co Phone # 3 42 16 Contractor's ddress ZY 2 q / 5 4a , Ci Zip J Qualifier Architect/Engineer's Name (if applicable) ` Phone # $ Value of Work For this Permit 42 C 0 Square Footage Of Work: / Type of Work: k�ddition Alteration $<w Rep. .eplace Demolition Describe Work: *Vp( �- e tjjf- n '® U a cL_ c� S �,p 3� � oCr r.k v� i °� -- I G °° � n,,� - t, °lam - - �� / 7 6 << 5ubmittai Fee $ rmit Fee $ �� , � � : CCF $ &L 0�AV C /CC �© — Notary $ Training/Education Fee 0 0 Technology Fee $ Scanning $ Radon $ /s7 Zonin 90 -0, Bonds c Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ ct I T r 00 (Continued on opposite side) i Bonding Company's Name (if applicable) r � Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged �`n gnature gnatUT Si Si e / Owner or Agent �` Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 �=1 , by ,/� � �1� �' day of r 200 by who is personally known tome or who has produced j �" 11 who is personally known to me or who has produ ..�� _.� P Y P l ► '' As tlficFl #oII end who did take an oath as 1 . > tion aftd4&bG&d an o MY COMMISSION CC971135 NOTARY P c NOTARY PUBL C. ES s.. 28 2004 �. % n 1 hri NotaryPuhhcUnderwriters + ,rrrr a enco sign: Sign: r, o - - - — — :. o; ommisslon -- _ r �T Print: _ F.x ire : Jul -6, 2007 Print: vici '9jFOFw�P` BoridCdTi11U R My Commission Expir inn Atlartic Bonding Co.,Inc. MyCommi ' n 1 � Comm C'sstor a;113s XPI .9 RES P a;pn y - = - -._- ters (Certificate of Competency Holder) - — -- State Certificate or Registration No. g2 c_ e. r � ?_,e F, Certificate of Competency No. APPLICATION APPROVED BY: JUL 2 ® 20 Plans Examiner Engineer Zoning Cho 12115/03 A RIEC V E ®� Miami Shores Village OCT j 2 2 2003 Building Department Ci 10050 N.E.2nd Avenue, Mami Shores, Florida 3313E ®_ _ _ Tel: (305) 795.2204 Fag: (305) 756.8972 BUILDING. Permit No. �' 3 - 16 7 0 PERMIT APPLICATION Master Permit. No. FBC 2001 Permit Type (circle): Building Electrical In Mechanical Roofing Owner's Name (Fee Simple Titleholder) one Owner's Address City jr U M. 1 e i7 C-eSS 16 Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) t5 DD K E City _ Miami Shores Village Coun . > Nfiami Dade Zip �J O Is Building Ristorically Designated YES G► Contractor's Company Name � c�U Contractor's Address 9,5 City t w State Zip P Qualifier �ry (0 �J Architect/Engineer's Name (if applica le) '' Phone # Is L " sF S Value of Work For this Permit p ® • m Footage Of Work. V r Type of Work: Addition []'Alteration []New elepair/Replace I , [I Demolition Describe Work: ' i i �` �� t,l� 1 -' h r) ri-nri ad(J ne -AA hem C.v- �s * * * *t * *� ** S ®� Perna n $ a CCF $ Submittal Fee a Notary S Training/Education F S, :� "" Technology Fee $ Scanning S Radon $ Bond S Code Enforcement S Structural Plan Review. $ Total Fee Now Due S (Continued on opposite side) Bondi ng Company ?s Name (if'applicable) Bonding Comp Addess N Cty -Stag Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zi Application is hereby made to ob - a permit to do the work and " ons as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work b6'; erformed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permits „ or ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS an CO O , ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is a t will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF CO NCEMENT 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of comet cement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued m he absence of such posted notice, the inspection will not be approved and a reins a ti fee will be charged Signature " Si e a. gnatur U1/ hAJ Owner or Agent jas Contractor The foregoing instrument was acknowledged before me e foregoing instrum t was acknowledged bef re me thi day of 20 *, by - day of 200, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBL NOTARY PUBLIC: �. ' ^� . JOHNSON JOYCE L. J Sign: a :in f - Sign :►` A6:� ` pU a _ Print: i. -To 5, Print: My Commission E My Commission Expires: (Certificate of Competency Holder) State Certificate or Re ion o gustrat. Certificate of competency No. APPLICATION APPROVED BY: Wl� - Z 10 � 03 S Ply Examiner Engineer (hc 10/14/03 Zoning r . Miami Shores N /illage Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 034V 7-to BUILDING Permit No. PERMIT APPLICATION NOV 15 2004 Master Permit FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) M2-M j - y-- � f Phone it 3 o J 3 3 �{ g Owner's Address S C. �20 S 71-, City ,d—ti Ltll .�kC - r State I Zip 33 / ,� `g Tenant/Lessee Name Phone # Job Address (where the work is being done) AJ � C= - 9 a S 4 City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name 'S E13 Al Caw3 ?12-oL7 yrtc- d Phone # al-$ 6 - 6 6 3 'q Z Contractor's Address _ l 1 20 l S c= I j.. �- City State Zip Qualifier S G t-H t'Z a - 1+ < M 5' ,c R,A U 1 State Certificate or Registration No. G- C O f -� - L/ 0;� Certificate of Competency No. Architect/Engineer's Name (if applicable) / o- /` IC 6Lt ! L-i7 AP ff Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: �p 1 Submittal Fee S Permit Fee $ � CCF $ CO /CC Notary S Training/Education Fee Technology Fee S Scanning S Radon S Zonin Bond S Code Enforcement S Structural Plan Review. S ,a0e 4 I J � Total Fee Now Due S . -� (Continued on opposite 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 property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by day of 20 ------ .by , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning Cho 05/13/03 Miami Shores Village Buildi Permit 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -876 OR Printed: 7/21/2004 Page 1 of 1 Applicant: NORMA FREDERICK Owner: FREDERICK NORMA JOB ADDRESS: 500 NE 90 ST Contractor SEBAI CONSTRUCTION COMPANY Contractor's Address: 11201 SW 60 AVE * *'* Local Phone: 786 663 - 4216 Parcel # 1132060200010 Legal Description: EL PORTAL SEC 4 PB 12 - 56 ALL BLK K LOT SIZE SITE VALUE OR Fees: Description Amount FEE2004 -7216 Building Fee $250.00 Total Fees: $273 ®5� FEE2004 -7217 CCF $1.80 FEE2004 -7218 Training and Education Fee $0.60 Total Receipts: FEE2004 -7219 Technology Fee $6.25 �• FEE2004 -7220 Scanning Fee $15.00 Total Fees: $273.65 Permit Status: APPROVED Permit Expiration: 12/22/2004 Construction Value: $2,300.00 Work: NEW ROOF ON ADDITION TO MATCH EXISTING V 15 PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILI 1 p&l 2 5 MW Permit No. PE = -' 1 ION Master Permit No. 6 ) FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical R�oofin�g Owner's Name (Fee Simple Titleholder) - -A 5 a -� adm ,� Phone # ',_ Owner's Address ;,,r g IS —� � r City ✓ ;, d State A- Zip Tenaut/Lessee Name Phone # Job Address (where the work is being done) S 7, City Miami Shores Village County Miami -Dade Zip 3 1 Y Is Building Historically Designated YES NO F/ Contractor's Company Name = b; P one # s / Contractor's Address 6'i- 7-7 , City Stalte TTA-. d- 6 Qualifier State Certificate or Registration No. _ �� Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ElAddition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: A �0 R,61r F i - 74L A r 7L A _ � �: =� TI Submittal Fee $ `� , Permit Fee s 50 CCF $ CO /CC Notary $ Training/Education Fee S — 62, 60 Technology Fee $ Scanning $ � Radon $ Zonin Bond S Code Enforcement $ Struct ral Plan Review. $ Total Fee Now Due $ Q;z 2 o (Continued on opposite side) Bonding Company's Name (if applicable) la 1,4 Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) A 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 52500, 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. i Siguaxur Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was a owledg b fore me this / day of , 20 _, by day of '� 20 O by '3U1 t Se p who is personally known to me or who has produced who is personally known to me or who has produced �L - As identification and who did take an oath. as ��bt3Mke ai oath. MY COMMISSION # CC971135 NOTARY PUBLIC: NOTARY PUBLIC: xP R s: sept. 29.2004 Sign: Sign. d T i of y Public Underwriters Print: Print: Y7 G kn e� My Commission Expires: My COMO ssion Expires: o� _ 0 APPLICATION APPROVED BY: JUL 2 0 2004 Plans Examiner Engineer Zoning Che 05/13/03 Y t SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. _ 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. Ajo rr . Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). ,r,yP 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain, the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. TJ ' 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. A17' 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. ' 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of th N �� roof. r -- Own s gent's Signature Date Contra atJ§ O CADoeuments and SettingskLamw$UL l Settings \Temp \Temponry Internet FiLsXConteatlES\OKLBAFT'RSBCPION I524111.doc • ! ♦ Ij 14 ! ! • • T • ' ! • 1-9 TIT TV M. TIM MI IT 1 - • - « • r • s - • r i - • « ♦ - • - ' of sections and levels clearly identify dimensio r r: an /RI 12!A MIfUfA"N=ni!RInuc.i idwINIM i�/!i iRIi/RIRIa ■s� ■ ■�' c ;*RI// Rii■ /fit ■ ///G // dRIi / ■i*ir / ■// /RI ■ / /i / ■ /iRIi / / ■i /RI /iL / / ■/G RINK /NKi ii��/ ��/ �iw�/ n��© ��nni7■/u��in!/��/i /��/�//MIRINKl, Man M " /nnti/i!/RIiRIn /m / // / / #RI / / /SRIa ►3/i�iRIf ii `� / / ■ / / /HRIRI / RIRIRI / / / //i / RID / / / /RIRINKr1! / /RI / /RIB ■/! o//! i// RIiRI/ RIRIRIRIRIRIiRI / / /iU /[ai�RItRIRI /!ri?t /RI /RIlRIaRINK! RI/; s //! ! /RI /i 1 ►4/ RI NK / iRI//t// ■ RIS•RI /t //iiRIii/t/ / /! /RIi! /! RIRI/w!j Mionnummanon l RINK RICI RI/ RI/// RIRIRI/ RI / / / /RIRINKRIiRIRI /►i[RIRI/! ///RIi/RIRIRINKlj M MRS n` /! / /■RIRIi / / /RI► ! / /RINRI�RI / /NKRI� /RIRIiE /��am " /iRI■•/ "I noun, an among !� //11■■! ■ SRI/■■/ RI/ nC` 7iiii//// / /RI / / /RIRI /RI / % /RI!RI /RIiimoans im[m�, R f fRI/!l RII RIRIiRIi / / /RIRIRI%// /iRI /RIRIRI/i/RIRI[ %i/ /HRI /RIB /RIRIRIii/RIRIN!{ i; /i if // i .! / /RI /! /i /RIt / ■i1 \� ■// / ■ /RI / /h /I /i / /RIiRIRI/ /i iRI //i !RINK /!!' Mt � //! 1 /RIRIRI i[ �/ RIRIfiRIi� \ ///RIiRIRI/ /RIl�RIiiRI /RIiRIRI /iRIRI / //i iRI /RItRIti noun Val soon mammas i/ /IRIRIi /RI /l ! C/ RIRI /RIRI[iARI / /iNK /!/RIRIRIRI /RIRIRI/EmmausI� Omni �i d/l i /RI / / /iit��RIRI /RI /RIi� /i/RINKf/iRI //RI l�RI /its /s' / / /! //# /! /i/!/RI / #/ / /fit �It ■/s iii�t // rr[ sasslllr Isom //;~ €/■lRIRI�nNKRINK /RI/ /RI/NK/�//�RI�RI /nRI� RINK RINKS //�/RI;t�t/ii��;�:�� mania W*j@*w-*! /Iri an / /ice /RIB ■�• ■■ s�t��[��r�►�rR/ !ati $2i�l�t! � RIRI;lRIRI RI ita /' viii[ izRIRI iRIRI% S "�� /�liIRIiRIRIRI /RIRIRIiRI[i!i /RIRI<RIit High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section D (Steep Sloped Roof System) Roof system Manufacturer. Notice of Acceptance Number: t3 — Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1• a. P2 Im Z I 3: j° = Maximum Design Wind Pressure;, (From the PCA Specific system): Sloped System Description Deck Type: 5/8" Plywood Aitemate Deck Type: all A Underiayment type: - M" InsulationfFae Barrier Board: y i 1A Optional Nailable Substrate: 11A Fast eners: dr Cap Sh et TypelAdhesive Type: Roof Covering: _ M u i Roof Slope: r Roof Covering Attachment Method: � � "/12" O/ iTy Roof Mean Height /d Ridge Ventilation: )VIA Drip Edge Size & Gauge 2" #2Ce 26 ga. Method of Tile Attachment: Drip Edge Material Type: GaIV'InlZed Metal wa Drip Edge Fastener Type: Alternate Tile Attachment Method: Clip Spacing for Metal Roof Panels Field: ;Perimeters: i Comers: v Hook Strip /Cleat ga. or weight. N/A Perimeter Width: Page 4 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1:_ x A •Z81 - Mg: T 3C J = Mr1: NOA Mf: OfT P 2: [ 7 - - or, 11 1 x A - Mg: �' = Mr1: =1 NOA Mf: ! P 3: fir: x A 2 $ 0 1 - M g: = Mr1: Z NOA Mf: 3 Method 2 "Simplified Tile Calculation Per Table Below' Required Moment of Resistance (Mr) From the Table Below: 47 7 NOA Mf: Mr Required Moment Resistance* Mean Roof Height 15' 20 25 30' 40' in Feet Roof Slope 1 1 1 1 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 1 30.0 *This Table must be used in conjunction with a list of moment based the systems endorsed by the Broward county Board of Rules and Appeals. Page 5 a -4 i p M I A M 1DDAOE M IAht t -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) I40 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 NOTICE OF ACCE ANCE NOA C aifetile, LLC 2I1`'' Street an, FL 334 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 .vith the High Velocity Hurricane Zone of the Florida Buil DESCRIPTION: Villa, Roll, and Capri Concrete Roof Tilc 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`sitc at the request of the Building Official. This NOA consists of pages I through 7- The submitted documentation was reviewed by Frank Zuloaga, R.RC NOA No: 02- 1205.05 ° Ex [ration Date: 12!1610 approval Date: 01/02/03 $g41.0f.4 r sit -'h • 4 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Low Profile Roofing Tiles Material: Concrete I. SCOPE This renews a system using Monier Lifetile Villa, Roil, - and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Monier Lifetile LLC 1 = 16%" PA 112 Low profile, interlocking, high pressure Villa & Rohl w = 13" extruded concrcte roof the equipped with one '' /2" thick nail hole and double roll ribs. For direct deck or battened na1kon, mortar or adhesivc set applications. Monier Lifeitile LLC L = 17" PA 112 Low profile, interlocking, high pressure Capri Tile W= 12'/$ ' extruded concrete roof the equipped with one 'A" thick nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces I = varies PA 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley terminations. varying thickness Manufactured for each the profile. 2.1 SUBMITTED EVIDENCE: Test Agencv Test Identifier Test Name/Report Date Redland Technologies 7161 -03 Static Uplift Testing Dec_ 1991 Appendix Ili PA 102 & PA 102(A) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108 (Nail -On) Redland Technologies PO402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94 -060B Static Uplift Testing March, 1994 Engineering -. Inc. PA, 141. (Adhesive Set) Th( C -enter for Applied 94 -084 Static Uplift Testing May 1994 En cring, Inc.. PA 101 (Mortar Set) : NOA No.: 02- 1205.0 ti oa Date 1211Gi0y pProv 1 Date 01JOZ103 n 4 s ,. x Page 2 of =7 s �. tz Ur „r. "._ .y,u s,�- r' ,r. ... Test A°c!?c'! Test Identifier Test Name/Rep Date � P063 1-01 Wind Tunnel Testing July 1994 Redland Technologies PA 108 (Mortar Set) Aug. 199 Letter Dated Aug- 1, Wind Tunnel Testing Redland Technologies 1994 PA log (Nail -On) Sept_ 1994 224 -47099 Physical Properties Professional Service PA 112 Oct. 1994 Industries, Inc- 25- 7094.1 Static Uplift Testing The Center for Applied PA 102 Engineering, Inc- (4" Headlap, Nails, Direct Deck, 1.Iew Construction)O Oct. t994 25- 7094 -7 Static Uplift Testing The Center for Applied pA 102 Engineering, Inc. (4" Headlap, Nails, Battens) Oct. 1994 �5 7094- Static Uplift Testing The Center for Applied PA 102 Engineering, Inc- (4" Headlap, Nails, Direct Deck• Recover/Reroof) Oct. 199 Wind Driven Rain The Center for Applied Project No. 307025 PA 100 Test #MDC -760 Feb_ 1995 Engineering, Inc. 25.7183 - Static Uplift Testing The Center for Applied PA 102 Engineering, Inc (2 Quik - Drive Screws, Direct Deck) Feb. 1995 25- 7183 -2 Static Uplift Testing The Center for Applied PA 102 engineering. Inc. (2 Quik -Drive Screws, Battens) March, 1995 25-7214-2 Static Uplift Tcs1mg The Center for Applied PA 102 25 -72 t4 -6 Engineering, Inc. (1 Quilc-Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Sep. 1995 529454-2-1 Static Uplift Testing Dec. 1998 Celotex Corporation PA 101 520109_2 March 1999 Testing Services Calculations Aerodynamic lvtultiplicr March 1995 Walker Engineering. Inc. 25-7183 1996 2 Walker Engineering, Inc- Evaluation Calculations 5 - 7094 February Walker Engineering, Inc Evaluation Calculations 25 -7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 75-7534 December 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7504b 8 25- 7804 - & 5 25- 7848 -6 April 1999 Calculations Aerodynamic Mult Walker Engineering, Inc. Evaluation ipliers Walker Enginfertng, Inc- E valuati ations Two Patty Adhesive Set System April 199 on Calcul NOA NO—: 02- 1205.05 Expiration Date: 12/16/07 pprova ate 011021 3 0 1 page 3 _ -+ y �s.� { _ - - � '.� .t � _ --� x"14 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30190 hot mopped underlayment applications may be installed perpendicular to the roofslope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with apphc;:':'._- building code. 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (lbf) Length -i (ft) Width -w (ft) Monier Lifetile Villa and Roll Tile 9.1 133 1.08 Monier Lifetile Ca ri Tile 9.51 1.42 1.03 Table 2: Aerodynamic Multipliers -X ft ' Tile X (ft') )L (ft'} Profile Batten Application Direct Deck A lication Monier Lifetile Villa. Roll and Capri Tile 0.267 0289 T : Restoring Moments due to Gravity - M (ft-lb Tile 3 ":12" 4 5 6 7 ":12" or Profile rester Monier Lifetile Battens irect Battens Direct Battens Direct Battens Direct Battens peck Vitia. Rolf, and Deck Deck Deck Deck Capri Tile 5.57 6.30 5.48 6.18- 5 -37 6.05 5.24 5.90 5.09 5.73 OA No.: 02-1205.45 o Expiration Date: 1211&0 Ppraval Date: 01 , 3 l ti: , Z . .L Table 4: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min. 19132" plywood) plywood) Monier Lifetile 2 -10d Ring Shank Nails 27.8 37.4 28.8 Villa, Roll, and 1 -10d Smooth or Screw 8.8 11.8 4.1 Capri Tile Shank Nail 2 -10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47-1 49.1 1 10d Smooth or Screw 24.3 24.3 24.2 ' Shank Nail Field Clip) __ ------ - 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Cli 2 -1Od Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Cli 2 -10d Smooth or Screw 31.9 3i.9 32.2 Shank Nails Eave Cli 2 -10d Ring Shank Nails 43.0 67.5 J 50.9 1 Installation with a 4 - the headlap and fasterners are located a min- of 2% :" from head of tile. Table 5: Attachment Resistance Expressed as a Moment M (ft -lbf) for Two Patty Adhesive Set S stem Tile Tile Application Minimum Attachment Profile Resistance Monier Lifetile Villa, Roll. and Adhesive 26 -1 Capri Tile - - 2 See manufactures component for installation requirements- 3 Flexible Products Company TileBond Average weight per patty 11 a grams- Polyfoam Product. Inc_ Average weight per patty 8 rams_ Table 5A: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Sin le Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance 1 Monier Lifetile Villa, Roll, Pol oam Poi Pro' and Capri Tile Polyfoam Pot Pro' 45.5 I 4 Large paddy placement of 54 rams of Poi Pro'. 5 Medium paddy placement of 24 rams of Pol Pro g gpr 4 va 4b=ol 5.05 E6/07 _ Page.S of 7 - L , Table 513: Attachment Resistance Expressed as a Moment - M -lbf) for M ortar Set Sys tems Tile Tile Attachment Profile Application Resistance Monier Lifetile Villa, Roll, and Mortar Set 20.60 Capri Tile S. LABELING All tiles shall bear the.imprint or identifiable marking of the manufacturer's name or 1090, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building; permit shall be accompanied by copies of the fallowing: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to property evaluate the installation of this system. PROFILE DRAWINGS NNt t-KXE J Villa RUZY 2 -W `16 rr V%PIERL K 1 NOSE VtfitTER GCtJRSE MoNiER LIFETILE VILLA CONCRETE ROOF TILE NOA No.: lir"atIoa Da Approval Date. 0I10 03 . s xe 1s -1�z� MONIER LIFETILE ROLL CONCRETE ROOF TILE 11" a 17" 1z�rs� MONIER LIFETILE C APRI CONCRETE ROOF TILE NOIo.02 20545; 3 Me APR,�14 -2004 08:44 FROM -ABC SUPPLY 048 561 585 4657 T -504 P.001 /008 F -183 07/23%01 MON 13:08 FAX 954 $78 1012 POLYFOAH JAKWULIZ, Lal, MIAMI AtDE 1 MIAMI.DADECOUN'1'Y. FLORIDA 1' METRO -DADE FLAGLER BUILDING OUILDINC C006 COMPLIANCE OFFICE f4LrM04)ADE 171 AGLLK BUILDING 140 WEVI'TLAGLER. ItEC1 QUITE 1603 MIAMI, FIX)RIIIJA 33130 -1363 ODU CT CQNTROL NOTiCC, OF ACCEPTANCE, (305)37s•=4w1 rAX (305) 375-2908 1'alyfoam Products, Inc. CONr111ACTOn L ICE44tiWG.NKC110N 2400 Spring- Stuebner ltavtl . (3115075 FAX0051375-21311 Spring ,TX .77383 -1132 ct3,N 4?. *0f crmvxrmvtxtoN (305) 375.2964 FAX (303) 371-2M rRont)CI' CON11101. DIVISION (3Uf) 371.204: FAX (30S) 37 - -h139 Your application for Notice of Acceptance (N0A) of: Twn Component Polyurethene Foam Adhesive under Chapter 8 of the Codc of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance OfCco (BCCO) under the conditions specified herein, This NOA shall not be valid after the cxpiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or 1711n11Pacturcr's plant for'-g4ality control testing. JC this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves tho right to revoke this approval, if it is deterrnitled by 8CC0 that this product or material fails to mint the requirements of the South Florida Building Code. The expense OfSLIC11 testing will be incurred by the manufacturer. ACCEPT NO.- 01.0_ 52 00f 1.02 FXl'lKC5; 05110rz haul Rodrigue:x Chic Product Control Division TT 1,S TH C OVF.ItS1 t rT. SF;F, ADDt'C1QNA1. 'AGF,S R01> - PF:CIFIS�ANp–CT'.N—VIRAL CONDITIO nUil INC C OPE k ' This application for Product Approval has been reviewed by the SCCO and approved by the Building Code and Product Review Committer. to be used in Miami - Dade County Florida under the conditions set forth above. Francisco 1. quilitann. R.A. Pireclor M inmi - Dade+ County B APP1tUYF.1) OG /t•t /ZU01 uilding Code Compliance Office 4 k1g04S00011pc2000Rmmpl=Ze Aodce uceptance <e.er Pile dae. Intenlct mail address. post ntASIC <Rbu11dia9codeontinc t Flomcpu - htlr��h� ►•6111111ingaolioonitnc.tom APR -14 -2004 08 :44 FROM -ABC SUPPLY 048 561 585 4657 T -504 P.002 /008 F -163 07%23101 MON 13:08 FAX 954 578 1042 POI.YFOA11 PRODUCTS,INC. rolyf m P roducts. In ACCEPTANCE No.: 0 - t1K v 1200FING AS SEMDLY APPROVAL. tc 01a Rooting Approval Data June-14, 21101 Sub-Cato gory TLooP'filc AdGcsivu 13xpirt►tion Dnic: May 10, 200G_ Matar' s: Polyurethane 1. SCOPE , mis tipproves Pulypru& All 160 as 11t by rulyfoam Products, Inc. 3S described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building coda, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro(@ Ali 160. Where the mrachtment calculations are done as a moment based systetn for single patty placement, and as an uplift based systcrn for double patty systems 2. PRODUCT DESCRIPTION Kinuractureii by Tcst Product Ate;, ►�1Icant pim �►n iona Siiecificatlons Descrififia t olyprodD AH160 NIA PA 101 Two component polyurrd►unc hoatt►pro* RTP1000 N/A Dispensing Equipoumt Propack* 30 & 100 N/A INSP0nsing Equipment 2.1 Cninponents or products tnanuractured by others: A►►y Miami -Dade County product Control Accepted Roor'rila Axaembly having a eurrcnt NOA wlticlt list uplift resisttnec values with the use cFPolypro Al 1160 ro0rlilc adi►csiva. 2.2 Typical Physical Properties: Prorerty Im etc Density ASTM D 1622 1.6 Ibslft: Compressive ASTM D 1621 Is psi Parallel to riso Strangd► 1: PSI Perpendicular to rise Tensile Strength AS T M D 1 623 ?S PSI parallel to rise W a(cr Absorption ASTM D 2127 0.08 Lbsrrt Moisture Vapor ASTM r- 96 3.1 1'erm ! inch Tnnsntission Dimensional ASTM 1) 2126 +0.07% Voluntw Ch:utgc rr -40 P.. 2 Stability weeks +6.0% Volume Cli1n o a 1 tumidity, ? wvckr y prank 2u10agn, RRC Prod ucL Control l~- ra nlincr APRr14 -2004 08:44 FROM -ABC SUPPLY 048 561 585 4657 T -504 P.003 /008 F -183 07/23/01 310N 13:09 FAX 954 $78 1042 POLYFOAb[ FRUDIiUl's, iAt �- Polvf6hm FroduFts,_Ync. ACCEPTANCE No.: 0 1-0521.0 Nate: The physical properties listed above arc presented as typical average values as determined by accepted ASTM test methods and are subject to narmnl ntnnufaeluring yarintion. 3. L1Ni1TATIONS 3.1 Fire classification is not part of this acceptanco Refer to the Prepared RoofTile Assembly for fire rating. 3,2 Polypro® At-[ 160 shall solely be used with flat, low, & high the profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile ma nuf actu res acquiring acceptance for the use of PolyproQ AI•I160 roof the adhesive with their the assemblies shall test is accordance with PA 101, 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro2 A i 160 roof the adhesive with their the assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein, .. 2 w F'— M5 4. INSTALLATION 4.1 PolyproO AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of PolyproOD AK 160. 4.2 PolyproV AH 160 sliall be applied in compliance with the Component Application _:. section and tlic corresponding Placement Details noted herein. The roof rile assembly's adhesive attachment with the use of Polyproi9 Ali 160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 137. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Falypro& Ali 160 roof tilt adhesive, and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Pofypro® AH 160 Operating Instruction and Maintenance Booklat, 4,4 Installation must be by a Factory Trained'Qualificd Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foamprog dispensing equipment is required before application of any adhesive. Tile mix ratio between the "A" component. and the "S" component shall be maintained between 1.0 -1.15 (A) : 1.0 ({3). The dispense timer shall be set to deliver 0.0 175 to 0.15 pounds per the as determined at calibration. No other settings shall be approved, 4.6 Polypro® Al-1 160 shall be applied with Foampro R'I'1` 1000 or Pro 130 & 100 dispensing equipment only. 4,7 i'olyprom AH 160 shall not be exposed permanently to sunk Frank ZU103ga. MC Product Control Fxamincr 3 APR 714 -2004 08:44 FROM -ABC SUPPLY 048 561 585 4657 T -504 P- 004/008 F -183 OT123/01 MON 13:09 FAX 954 578 104. ru�irunm ll \VYVVar...._. Poly onrn Products, Inc. ACCEPTANCE No. - 01- 052t.o 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes After PohyproO AH 160 has been dispensed. 4.9 PolyproG AH 160 placement and minimum patty weight shall be in accordance with the 'Placement Details herein. Each generic the profile requires the specific placement noted herein. Tnble 1: Adhesive Placement For Encli Ceneric Tile Profile TilePrafiic Placement Single Paddy Weight Two Paddy Weight Detail Min. (kraals) per pAddy Min. rArns Flat. Lo%v, Hig Profiles # I 35 NIA High Profile (2 Piece Harrel) #1 17/side on =p and NIA 354/ an Flat l.oiv, High Profiles fJZ 24 N/A Flat, Low, High Profiles N3 B 5. LABELING All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6,1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this systern, W crank xuloaga, RR Product Control Examiner 4 APR -14 -2004 08:45 FROM -ABC SUPPLY 048 561 585 4657 T-504 P.005/008 F -183 07/_23/01 MON 13:09 FAX 954 578 1042 rUL%ruAA ra�NU�j.+• + �� Poly(nni Products, lnc. ACCEPTANCE No.: - 001.52 .02 ADH PLAC EMENT DETAIL 1 S INGLE PATTY Nail eueuea dsegc fvmeM �+�� (Ien+Nlt iNy Nal Rraph Pl6l {t ttMaai MiddM {snap iN) tlnop{e �„ i0wml . ,,. OeeA X . lei 5 • �. fWl GRIN lA w11�11a H iWfM awr, cove 01(m 0* tbwe thuole Ean amble X4M admoks Awom• got W"v4 Owl. p1191�e 1 IL% wit hm w"pNMR a 111. 0 [MR 064 WAS Nall 1hr•4h plank eoawlli Paddy 1ewalh T b( Itlonll W t 1(Pbca oI1w10h odhuM k aglltrc 1) t17a eMNpe� apP�a, Nnl ptaa�l pluck aeaeal trmenaywwent ePue maul k c "pas ole 71 Tww tows go" Ja.a raw Whaha td la Itt In. kw @WVM#dy.•leaw,rft %a fnWM tho Ik - Ir. J f �j��Lh tMlMvbyonai ,,•" • 101ti "t_' F]•I peM • Ftvvtklve i ewl eoII1N oaN Sell Keee edMtfte Owl 4 IA. NI if tm love I X101 boo 141 faalee catu cow er.. AN to ea —free oea d pa Wpiwaa nw4al p"' NOW oaaoettaauou lm ` oeYr�;014l Mntl el 0u• INt, . • tiff d Ilb Eaw eh,tltI wwplloN peoe4+ (-Am IM-1 M Frank Zutoasa, RR ProduCC Contra( CXWa IlCr S APR -14 -2004 08:45 FROM -ABC SUPPLY 048 561 585 4657 T-504 P.006 /008 F -183 01/23/01 MON 13:10 FAX 954 578 1042 FOI.FFOAM PRODUCTS,INC. wu PolvronnL Products. Inc. ACCEPTANCE No.: 01 »0'S .02 ADHESIVE PLACENIENT DETAIL Z SINGLE: FATTY 4h mmuoh Fibstic cement Ped0r 18enuN 11k1 Nall INnugh mastic amfnt UneerlArmfM .� (JadpgynlaAl 71n v'Z In. 7 In �•r i ins E/Ya co"m Feeds Fsrb !an cs+ase �tw dofun Wve Cfee�ia �� Neil through pWeiic tomcat Paler Beneath llk► uneartarnfAl five cionm !r<�t toatH Faads Drank zuloaga, RRC Product Control Examiner 6 APR;14 -2004 08:45 FROM -ABC SUPPLY 048 561 585 4657 T-504 P.007 /008 F -183 07/23/01 MON 13:10 W 954 578 1042 POLYFOAH PRODUCTS.INC. %jwww Polylolm. Products, Tnc. ACCEPTANCE No, : 01 -0- S2 MHES1VE P'LACENIENT DETAIL 3 Dou ULE PATTY Nap Through p14111c cement Addy Nail through placlls Cement &Ingle paddy under Old lbennon tilo) IJ11dldiya�anl Single paddy bltweon lit Podtiy 2 4u. s T h insalm (under ills) I ski Paddy "VI i t �!!y eaurao only �1n. Single 9 �1n. :3 Ift . undar h;. 13 In, 4 In.� 2 In. Nia1: Single Wdyon 2In. Mir. paddy on laymenl under, lay rnont � ,�...• Single paddy Petde Eire count on top of Ill* k Single ptddy Z In, X 7 in. medium Cow" dtlth cblaA on top of file sire paddy ern Cow" edge Fucle wur:a only Nall through plastic Cameo! WS paddy nderlilr Sleglep 4dy �. bebeoon the � �3{n.r �Irti In Single piddy on underlsyment 2 n1 single ppddy EI'm Clow an top of the a u►, s l In. tbedlum EM Crone Sias Wdl care course eudy . Falrla i Prank x RR Product CNIVOI E.XM nincr 7 APR-04-2004 08:45 FROM -ABC SUPPLY 048 561 585 4657 T -504 P.008 /008 F -183 '0723/01 MON 13: FAX ilsa 576 1042 N FxuuuCT5, ING. Wa W WV Polyfolsrn Products, Inc. ACCEPTANCE No.: D11_ 521.02 .�F I. Itenmal of this Acccptancc (approval) sliall be considered alter a renewal application tuts beam filed and tic original submitted documents, including test - supporting data cngio cchilg d oe tlnlcliU. are no older thcut tight (h) yv,lrs. 2. Ally and all approved products shall be perm muntly labclud will[ the inanufaeturur's name, city, state, and the following statement: "Miami - Dade County Product Control Approval", or as specifically stated in (lie spe:citie conditions of this Acceptance, 3, Renewals of Acculptance will not be considered it a. That: has bcon a change: in thv South Florida Building Code alTocting tho evaluation of dlis product and the product is not in compliance: with tllc code changes. b, The product, is no longer the same product (identical) as [Ile one originally approved, C. If t11c Acceptance holder has no complied with all the requirements of this acceptance. including the correct installation of the product. d. The cnginecr who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the tngincering profession. 4. Ally revision or change in die materials, usc, and/or nlallufacture of Ella product or process shall automatically be cause for termination of this Acccptancc, unless prior written approval Iles been requested (through the filing of a revision application xvith appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acccptancc: Z. Unsatisfactory perforiv ance of this product or process. b. Misuse of this Acceptance as an undorseme:ut of any product, for sales, advertising or any � other purposes, C. The Notice of Acceptance number preceded by the words Miami -Dada Cotulty, Florida, and foilowcd by the expiration date may be displayed in advertising literature. if ally portiorh of the Noticc of Acceptance is displayed, that it shalt be done in its emirety. 7. A copy of this Acceptance as well as approved drawings and otlwr documents, where it applies, shall be provided to the user by tile: ellanufaeturer or its distributors and shall be available for inspection at the job site nt 111 time;. The engineer toed not rascal the copies, H. Failure to comply with an) scction of this Acceptance shall be cause for termination and removal of Acceptance. 9. T11is Notice of Acccptancc consists of pages 1 through END Or THIS ACCEPTANCE Frank Zuloaaa, RRC Product Control Cxamince s " Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ioR tt Pho . (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/09/2006 Permit Type: Imported Permit Inspector: Devaney, Michael Inspection Type: Rough Owner: FREDERICK, NORMA Work Classification: Addition Job Address: 500 90 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060200010 Project: <NONE> Block: Lot: Contractor: FELIX ELECTRIC CORPORATION Phone: 305 - 828 -1291 Build Dep artment Comments 500 NE 90 ST Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, January 6, 2006 Page 2 of 2 Miami Shores Village i I Pe rmit Electr ca 10050 NE 2nd Avenue Phone: 305 - 795 - 220 4 Permit Number: EL2004 -171` FOR Printed: 7/21/2004 Page 1 of 1 Applicant: NORMA FREDERICK Owner: FREDERICK NORMA JOB ADDRESS: 500 NE 90 ST Contractor FELIX ELECTRIC CORPORATION Contractor's Address: 1300 WESTD 80TH ST. Local Phone: 305 - 828 - 1291 Parcel # 1132060200010 Legal Description: EL PORTAL SEC 4 PB 12 - 56 ALL BLK K LOT SIZE SITE VALUE OR Fees: Description Amount FEE2004 -7232 Building Fee $308.00 Total Fees: $327.90 FEE2004 -7233 CCF $5.40 s FEE2004 -7234 Notary Fee $5.00 Total Receipts $0.00 FEE2004 -7235 Training and Education Fee $1.80 � - 7, 1 - D FEE2004 -7236 Technology Fee $7.70 Total Fees: $327.90 Permit Status: APPROVED Permit Expiration: 12/20/2004 Construction Value: $8,800.00 Work: FOR ADDITION JUL 2 7 PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village rM C EIVED Building Department 2 3 ?.Q 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. 00-) 1 - 71 PERMIT APPLICATION Master Permit No. ,�t 3 -- & FBC 2001 Permit Type (circle): Building Electrical" Plumh Mechanical Roofing Owner's Name (Fee Simple Titleholder) /i--�' .S• iE'�� Clc -p hone # J jOS 7 57 - 3 9� Owner's Address C7 C- Ciry i', State IZ6 �/ ,v Zip Tenant/Lessee Name ✓L /- Phone # Job Address (where the work is being done) Ciry Miami Shores Village County Miami -Dade Zip 33, Is Building Historically Designated YES NO N_ Contractor's Company Name , ,� Contractor's Address / 0l) i� 2�7 Q �� City State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # $' Value of Work For this Permit o ` Yoe 0 0 Square Footage Of Work: Type of Work: ❑Additi [/Alteration ❑New Repair/Replace ❑ Demolition Describe Work: ' a C Submittal Fee $ 5 ` 0 b Permit Fee $ Be CCF $ 5 CO /CC Notary $ S'-, D - Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zonin Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $. (Continued on opposite 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 property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature x� Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was ackn before me this 3 day of 20 by day of 20 b Ti2 111� �(,C /Y who is personally known to me or who has produced who is ersonally known to me or who has P roduced As identification and who did take an oath. 1 ntification and Iss, NOTARY PUBLIC: NOTARY PUBLIC: '.Y pCOMM CeS �Iul � , VAX 2�� ra lnc: Sign: Sign: _ ondingCO" Print: Print: kn My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVED BW O' Plans Examiner Engineer Zoning Chc 12/15/03 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 2 Phone: (305)795 -2204 Fax: (305)756 -8972 �f J �'"� �� Inspection Numbe INSP 133017 Permit Number: EL2004 -171 Scheduled Inspection Date: January 11, 2010 Permit Type: Imported Permit Inspector: Devaney, Michael Inspection Type: Final Owner: FREDERICK, NORMA Work Classification: Addition Job Address: 500 NE 90 Street Miami Shores, FL Phone Number Parcel Number 113206020001 Project: <NONE> Contractor: FELIX ELECTRIC CORPORATION Phone: 305 -828 -1291 Building Department Comments ELECTRICAL WORK FOR ADDITION Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 08, 2010 For Inspections please call: (305)762 -4949 Page 26 of 26 t � °R Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 WV "Mi mill ... Inspection Date: 03/06/2006 Permit Type: Imported Permit Inspector: Perez, JanPierre Inspection Type: Rough Owner: FREDERICK, NORMA Work Classification <NONE> Job Address: 500 90 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060200010 Project: <NONE> Block: Lot: Contractor: FERLAND AIR COND & REF INC Phone: 305 - 823 -4676 Building Department Comments Inspector Comments Passed I V I Failed Correction Needed V`� Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, March 3, 2006 Page 1 of 2 Inspection Worksheet .. » Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/06/2006 Permit Type: Imported Permit Inspector: Perez, JanPierre Inspection Type: Rough Owner: FREDERICK, NORMA Work Classification: <NONE> Job Address: 500 90 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060200010 Project: <NONE> Block: Lot: Contractor: FERLAND AIR COND & REF INC Phone: 305 - 823 -4676 Building Department Comments Inspector Comments Passed El Failed E]_ Correction Needed Re- Inspection Fee ($ ?5) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, March 3, 2006 Page 2 of 2 Miami Shores Village Building Department RECE ED 10050 N.E.2nd Avenue, Miami Shores, Florida 3313 1 tl 0 9 2004 Tel: (305) 795.2204 Fax: (305) 756.8972 1 • BUILDING Permit N o. W - Z PERMIT APPLICATION Master Permit No. - 760 , FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) / V O el�rA 1"R 1,)R l ek Phone # ?_3 `t Owner's Address 5 2d / G City ,�� f'!C'L" Stat Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) - z� 0 /V City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name NO i4 t k Phone # 3 45 0 �6 Contractor's Address 9— A /y 6�: City iQ [•5' �1 lam/ tate /;- G- Zip 3 d l— Qualifie Ut �, � /�} / /VA State Certificate or Registration No. &A C2,2 3 �- JCe rti£cate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit � y2 , U a , U Square Footage Of Work: Type of Work: Addition ❑Alteration ❑New ❑ Repair/Replace F Demolition Describe Work: / /�S G' ©r� PL r L: D � ,Z�l�/s T.4 L�9 7 A /4 DeP �_ e A Ai AZ_ * * * * * * * * * * ** Fees * * * * * * * * * * ** G� Submittal Fee $ Permit Fee $ <` ' CCF $ 3 CO /CC Notary $`` Training/Education Fee $ 1 Technology Fee $ IS 6 Scanning $ Radon $ Zonin Bond Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 1 (Continued on opposite 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 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 suc posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatur Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before m this ,,/' day of 20 _, by day of , 20 O by FtCrIC5(1U who is personally kno ` t ce who has produced who is personall known to me or who has produced _ �L tification and who did take an oath. ZJ s identification and who did take an oath. NOTARY P C:� NOTARY PUBLI Sign: Sign: be 4 abel Vargr luoulluiss on 0231 Print: Print: :. My Commission Expires: M Commission re 5' BdHBui - 'wcru Y ' �oP Q�1 11�1�`� Iiff'iiicBondmgC 11 11 APPLICATION APPROVED BY: 'L ° ��`L `� / Plans Examiner Engineer Zoning Che 05/13/03 Miami Shores village Mechanical P ermit 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: MC2004- 121' ~` ORv'' Printed: 7/21/2004 Page 1 of 1 Applicant: NORMA FREDERICK Owner: FREDERICK NORMA JOB ADDRESS: 500 NE 90 ST Contractor FERLAND AIR COND & REF INC Contractor's Address: 5535 W 14 LANE Local Phone: 305 - 823 - 4676 Parcel # 1132060200010 Legal Description: EL PORTAL SEC 4 PB 12 - 56 ALL BLK K LOT SIZE SITE VALUE OR Fees: Description Amount FEE2004 -7221 Building Fee $180.00 FEE2004 -7222 CCF $3.60 Total Fees: $194,30 e 15G'� FEE2004 -7223 Notary Fee $5.00 Total Receip FEE2004 -7224 Training and Education Fee $1.20 3 FEE2004 -7225 Technology Fee $4.50 Total Fees: $194.30 (f [k Permit Status: APPROVED Permit Expiration: 1/5/2005 Construction Value: $5,800.00 Work: A/C FOR ADDITION AUG 13 PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Inspection Worksheet Miami Shores Village t. 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: IN SP- 132463 Pe Number: MC2004 -121 Scheduled Inspection Date: January 05, 2010 Permit Type: Imported Permit Inspector: Perez, JanPierre Inspection Type: Final Owner: FREDERICK, NORMA Work Classification: <NONE> Job Address: 500 NE 90 Street Miami Shores, FL Phone Number Parcel Number 113206020001 Project: <NONE> Contractor: FERLAND AIR COND & REF INC Phone: 305 - 823 -4676 Building Department Comments A/C FOR ADDITION 1 4 _ Inspector Comments Passed E Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 04, 2010 For Inspections please call: (305)762 -4949 Page 17 of 26 Miami Shores Village Plumbing Permit 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: PL2004 -201 to so R Printed: 7/21/2004 Page 1 of 1 Applicant: NORMA FREDERICK Owner: FREDERICK NORMA JOB ADDRESS: 500 NE 90 ST Contractor LEYVA PLUMBING SERVICES INC. Contractor's Address: 6041 NW 194 TREET Local Phone: 786- 316 -0631 Parcel # 1132060200010 Legal Description: EL PORTAL SEC 4 PB 12 -56 ALL BILK K LOT SIZE SITE VALUE OR Fees: Description Amount FEE2004 -7226 Building Fee $280.00 Total Fees: $295.60 FEE2004 -7227 CCF $4.20 FEE2004 -7228 Training and Education Fee $1.40 Total Receipts: f 6vo FEE2004 -7229 Technology Fee $7.00 S_ v FEE2004 -7231 Scanning Fee $3.00 Total Fees: $295.60 Permit Status: APPROVED Permit Expiration: 1/8/2005 Construction Value: $6,500.00 Work: ADD MASTER BATHROOM IN 2ND FLOOR AND A NEW KITCHEN SINK AND POWDER BATH ON 1ST FLOOR JUL 2 8 PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING E - Permit No. et Dcl _ PERMIT APPLICA ICS.. 1 2 He Master Permit No. FBC 2001 ..�.. _ ...,�1 ... Permit Type (circle): Building '' 11 Electrical Plumbing Mechanical Roofing NJ Owner's Name (Fee Simple Titleholder) Phone # 10T 33,; - ,1 - 7(49 Owner's Address 60 ('Y) - ,5 00 Aje: !3 0 sfi City M l ttM l Sho { e-:�- State - 1 Zip 3 .1137 Tenant/Lessee Name 06 C rn0�, f (i L Q C Phone # 3 y5 -?3 .)L — & - 7 Y9 Job Address (where the work is being done) 6 dc C),6) ist- City Miami Shores Village County Miami -Dade Zip 331 Is Building Historically Designated YES NO Contractor's Company Name V # PI UM (J Phone # 77,)- - r -'5 Contractor's Address ,S d L4A' - iL 4e," City pd --� S4 , State f / Zip 3 / Qualifier � JUr k- ( - - - -- - -- -- State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # 4 d® $ Value of Work For this Permit G 6 0D , — Square Footage Of Work: Type of Work: ddition ❑Alteration []New F1 Repair/Replace El Demolition Describe Work: �� jo1 lhi �� 2r� �dR- �� Q Azw Submittal Fee $ Permit Fee $ Z ( CJ ` CCF $ o (� _ CO /CC Notary $ Training/Education Fee $ i O Technology Fee $ Scanning $ . O a Radon $ Zonin Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 6 — (Continued on opposite 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 property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contrae r The foregoing instrument was acknowledged before me this The fore oing } nstrument was acknowledged before me this day of 20 _, by day of , 20 8(1 by who is personally known to me or who has produced who i personally known to me or who has produced 7 As identification and who did take an oath. 71 as identification ,r s�� sErv. NOTARY PUBLIC: NOTARY PUBLIC• , * � Sign: Sign: o 001515M o �e Print: Print: My Commission Expires: My Commis/Sion Expires: APPLICATION APPROVED BY: — t 3 Plans Examiner Engineer Zoning Chc 05/13/03 ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TLB SWITCH OUTLETS SPACE HEATERS BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR MAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER WIOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS LIR INAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET 2 M10TORS OVER 100 HP VIOLATION INDIRECT WASTES- A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL REPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER F I XTL,RES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELO, 4" TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA MAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER. SET (GAS) GAS PIPING The following pages were originally attached to plans with the following permit # PRDCESS# FEDERAL EMERGENCY MANAGEINNT AGENCY O.M.B. No. 3067 -0077 FOLIO# NAMONAL FLOOD INSURANCE PROGRAM Expires DECEMBER 31, 2005 ELEVATION CERTIFICATE • C.O.R. EL — 10.43 _ -- knE24ant Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER 1N FMATION Far Irviiiu ce Company Use. BUILDING OWNER'S NAME PdicyNumber NORMA FREDERICK BUILDING STREET ADDRESS (Including Apt., Unit, Stde, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 500 N. E. 90 STREET CITY STATE ZIP CODE MIAMI SHORES Florida 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tarr Parcel Number, Legal Description, etc.) ALL OF BLOCK K "EL PORTAL SECTION 4t' PLAT BOOK 12 AT PAGE 56 BUILDING USE (e.g., Residential, Nonresidential, Additn Armory, etc. Use a Commends area, if necessary.) Residertat LATITUDEA_ONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS ( ##° - ##' - ##.W or #if. #°) ❑ NAD 1927 ❑ NAD 1963 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION r �1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 92. COUMY NAME B3. STATE \ALIAGE OF MIAMI S 120652 _ MAMI-DAD � FLORIDA B4. MAPAND PANEL B5 SUFFIX B6. FIRM IBEX DATE B7. FIF*A PANEL B9 BASE FLOOD ELEVATIONS) NUMBER J 3-2 -94 EFFECTIVE1RF�ISEDDATE BB. FLOODZONE(S) (Zone Aq use depth offlooding) 0003 7 -17-95 X ` VA B10. Inclicale the source of the Base Flood Elevation PM data or base flood depth entered in B9. ❑ FIS Profile X FIRM Q Carrnuraiky Determined ❑ Other (Describe): 611. Indicate the elevation dahm used far the BFE in 69: X NGVD 1929 ❑ NAVD 1988 ❑ Other {Desmbe): B12. is the buidkg IoraUed in a Coastal Barrier Resour es CBRS area or Odevise Pmtl)cW Area ( OPA)? E] Yes X No ' Dath SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) � 1. Buikfng eleva&m are based on: ❑ Construdion Drawings` ❑ Building Under Consk� X Finished Construction *Anew Elevation Cerlificaie will be reed when canstruction of the building is cw0eie. C2. Buiking Diagram Number i (Select the building dWw most Similar to the buking for which this cue is being completed - see pages 6 and 7. tf rto diagram accurately represents the bulgy' g, KaAde a sketh ar photogaph) C3. Elevations— Zones At X30, AE, AR A (with BFE), VE, V1430, V (with BFE), AR, ARIA ARIAE, ARIA1 -A3U, ARIAR ARAD Complete Items C3. -a4 b Blow a= r'ding to the building dtagran specified in item C2. Stab the dal um used. If the dahm is &Vent from the datum used far the BFE in Section B, convert the datum to that used for lire BE. Shaw field mewmnents and diturn corwersion caicuLft. Use the space p OME d or the Owmerds area of Section D ar Section G. as apprqri *, to doament the datum cmuersion. Datum NGVD29 NONE Elevation reference mark used CTY BM Dees the eW*on reference mend used appear on the FIRM? ❑ Yes X No • a) Top of bottom floor (including basement or enclosure) 11 . 41 ft (m) CHARLES W. CARR • b) Top of red higher floor 19 . 41 t(m) a • c) Botkm of West Woontai S4uchral member (V zones only) NA. `ft(m) � a JANUARY 29, 2004 • d1 Attached garage (trP of slab) 11 t . 50 ft(m) EE STATE OF ❑ e) Lowstelevationofmadrireryandtorequpmer >t o FLORIDA rLS NO. servicing the budding (Describe in a Ccmment> area) N/A . _ft ") A 1 {)SQ a 0 Lmoest a" (finished) grade (LAG) 0 g) Highest adacent (imished) grade (tIAG) Gf ev! � -�. 0 h) No of permanent openings (flood verks) vAw 1 ilk above a *m t grade NA 0 t) Total am of all permanent openings; (flood vents) in C3 h N!A s% ur. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by taw to certify elevation information. I certify that the information in Sections A, S, and C on tMs certificate represents my best efforts to interpret the data available. I understand that any false statement m ay be py nishable by fine or i ! nsonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME CHARLES W. CARR LICENSE NUMBER PLS NO. 1060 • TITLE PRESIDENT COMPANY NAME CHARLES W. CARR LAND SURVEYOR ADDRESS CITY STATE ZIP CODE 9245 S.W. 44TH STREET MIAMI FLORIDA 33165 SIGNATURE DATE TELEPHONE JANUARY 29TH 2004 (305) 221 -3416 - WRTANT: In these spwM copy the co ding infommion from Seddon A For Ins iiiarxe Cerny Use BUILDING STREET ADDRESS (Inchdng Apt., Unf, State, and+or Bkk . No.) OR PO, ROUTE AND BOX NC. 500 N.E. 90T STREET CITY STATE ZIP CODE G;i rVNAICNut�er • MIAMI SHCRES FLORIDA 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCFII ECT CERTIFICATION (CONTINUED) Copy both sides of ths Elevation Certificate for (1) community olcial, (2) insurance agenBcarrparY, and (3) big owner. ❑ Check here ff attachments SEC71ON E - BUILDING ELEVATION INFORMATION (SURVEY NOT REf,IENRED) FORZONE AO AND ZONE A (WITHOUT 8FE) For Zone AO and Zane A (witBW 8FE), co mple1e tte m E1 tiragh E4. U the Elma6an Canals is intended for use as supporting infmnnation for a LOMA or LOMR -F, Section C must be =Tletsd E1. Bu7dng Diagram Nunber_(Select the building diagram mostsinia' to the building for wnicch this cerAtibeing cale is b – see pages 6 and 7. ff no cagrm acc atety° represents the building, provide a sketch or photogaph.) E2. The lop of the bottom floor (including basement or endostre) of the buirfrg is i k(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. Far Building Diagrams 6-8 with openings (see page 7), the and higher floor or elevated floor (e>eAkn b) of the buidrng is _ ft�r►) _m (cm) above the hgtrest adjacent grade. Complete items C3.h and CW on tivM of 1bm. E4. For Zone AO ony: 9 no float depth number is available, is the top of the bottom floor dmWed in amordarce with the cmrmsliVs floodptain Management ardnsnce? ❑ Yes 0 No ❑ Unknaw The local official must certify this intarmalion in section G. SECTION F - PROPERTY OWNER (OR OWNER'S REpRESENTA7IVE) CERTIFICATION The p gxrty owner or owner's at o¢ed mpxeser*6we who completes Sections A B, C (ftems C3.h and C31 only), and E for Zane A (Without a FEMA -issued or com munity- issued BFE) or Zone AO must sign here. The shat meats in Sections A B. C, and E meomect b the best d my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHOR12ED REPRESENTATIVE'S NAME AD�tESS CITY STATE ZIP CO FLORIDA SIGNATURE DATE TELEPHONE COMMENTS f Q Check hem d attachments _ SECTION G - (x WRJNITY INFORMATION (OPTIONAL) The local official who s au1amed by law or arri ave to admrsta the conmuaitVs Aoodplain Pvvmg"W ordrnance can complete Sections A B. C (or E}, and G of this Elevation Cam. Complete the ap* ble fiem(s) and sigt below G1. ❑ The information in Section C was taken krn Darer do uratatien that hasbeen signed and embossed by a engineer, or archrta twho is a fthted by stare a local lawto certify eWatron information. Orr lir * the source and elate of the elevation data in the Co rnenfv area below.) G2. ❑ Acomnunity alfiaal completed Section E for a budding located in Zone A (wilimt a F1:MA4ssued a co rnurdy-is%W BFE) or Zone AO_ G3. ❑ The foWng information (ltt E G") is provided fa Gm n m* 1100*un mmagement purposes• G4. PERMIT NUMBER O5. DATE PERMIT ISSUED G6. DATE C�7IFICATE OF COMPUANCFJOCCUPANCY ISSUED G7. This pemvt has been issued for ❑ New Cons-kuction ❑ SUbStantial Imp OWnent G8. Elevation of as37A hare# floor (rdudng baserrnent) of ft t tAding is G9. BFE or (n Zone AO) depth of tloodng at the bu'Idrtxj site is_ — ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments l FOR= FREDERICK 02-0514F _ TYPE OF SURVEY: BOUNDARY JOB # 97 - 03112 DATE 4/ 3/97 SCALE= 1" = 20' PIONEE 1 SURVEYORS, INC. ADDRESS 500 NE 90TH STREET, MIAMI, FLORIDA 33138 SKETCH OF SURVEY FLOOD ZONE, % 3 N.E. 5th AVENUE C.P.N.# 120652 0093 J 3/2/94 - BASE FLOOD ELEVATION ` 60' R/W - 15' ASPH. PVM'T LOWEST FLOOR ELEVATION-' J " GARAGE ELEVATION= RAD. =25' 17' PARKWAY A= 39.31' T =25.0' rn LEGAL DESCRIPTION A= 90 ALL OF BLOCK K EL PORTAL SECTION 4 ^� ' ACCORDING TO THE PLAT THEREOF AS � _ pp Q ``� 83.83' 3.3��c0 30 . .!'CORDED IN PLAT BOOK 12 AT PAGE 56 o�, m 4.3 ` OF THE PUBLIC RECORDS OF DADS; COUNTY. � � m m 2940' FLORIDA. . 5' 34.10' CERTIFIED T0: �\ T,6� O�S1, BLK. K O 2 x (NO CONC) _ c' L� 1 a �� 4 W o u, E I 10P,MA S. FREDERICK — -- -- — — 5' LLJ SUNRISE TITLE, INC. S'- 2.7' "' m 12' : "> p��°lj? 2 -STORY o t.5' .. ;., ROCK ~ o_ BLDG. 1 y y ;,, " CONC DRIVE N o C/1 a I -IC ALOO J MORTGAGE No. 500 I ' m a IiTS SUCCESSORS AND /OR ASSIGNS / „h 8 174, 34.05' ti6 29.35' ell �' LLJ '0 uP o: y gSpy pVM,T Q Q,� C,O\ Z Q ti• w. R Q' ,�. gsp,q F d 1 zs, LEGEND AM ABBREVIATIONS' M T ` A. - RC A DELTA OR CENTRAL Fa FENCE CORNER pI / , T , 4 I�S� �9 B BA R° WALU oa• � Bacac fw FueE MPANT BE ARING E (.1 3 J91 ' GAS METER ACED• BROwARO COUNTY D.c•P.w.D.• DADE COUNTY PUB- ID?* iDENT'FICATIOl1 ENGINEERING DEPART LX: WCWKS DE °ART- ILLEGIBLE \\ m- MEASURED C • C ULATED DX-- DRA GE EASEMENT W" MANMOIE c8• CATCH BASH D.I.L. ORLL HOLE N • COMMON NAL C1t• CHORD � � E A OF FENCE "0" NA1. i 013C THIS IS A COPYRIGHT DOCUMENT CONTAINING PROPRIETARY INFORMATION AND IS NOT C.d,B.• WA A1NCT70N BOX EL• ELEVATION OR. NAL HOLE WARRANTIED BY PIONEER SURVEYORS, INC. OR THE SIGNING SURVEYOR WHEN COPIED BY Gl,t• CENTEALt+E EM• ELECTRIC METE t ORS.• � RECORDS CH • CUT NAIL. EN" ELECTRK: MARICLE H . - CENTER EIP• EDGE OF PAVEMENT OIS• OFFSET, TE OTHERS. C ccnc• toNaETE LT. FORAM TRANS - f Aw THIS IS NOT A VALID SURVEY WITHOUT AN EMBOSSED SEAL OF THE SIGNING SURVEYOR 'PLS • U �. EASE7.IE*tT NOTES UNLESS OTHERWISE SHOWN HEREON, THE FOLLOWING CERTIFICATIO OIL. LINE � 1 HEREBY C , Y T THIS SURVEY MEETS THE " P9.• PLAT BOOK ENCE MONLlV1QiT U.G • ! NOTES APPLY. P.C.• • P PONT OF CONT CLRVATURE R P.T.• POINT Of TANGENCY * WITH RECORD AND MEASURED CALLS ARE N SUBSTANTIAL AGREEMENT. MIND UM 2l THE AIDS TE C l AL AROS AS SET FORTH BY P.0 p. LA�D.• RECORD WVR- WATER VALVE RISER L SHOWN HEREON WERE NOT ABSTRACTED FOR EASE A OF URVY N MAPPERS S THE FLO OA E S A MENT OR OTHER RECORDED EN411A MNCES NOT SHOWN ON THE IN 1 - PG.. PAGE OF REF. COR.• SET CAPPED Ire PLAT AND THE SAME IF ANY MAY NOT BE SHOWN ON THIS SKETCH. ti T SE I AD 1 PI• VE CONCRETE• '• • :• :' 31 UNOER6ROUND PORTkWS OF FOOTMS, FOUNDATIONS OR OTHER COOP, P ANT SEC ION 47 .027, FLORIDA POINT INTER- TER- F-F. ROD' 2173' BNPROVEMENTS WERE NOT LOCH ED. • AND T NO C RECT 0 THE BEST SEtT10N 'REF. CDR' STATUT PtO4• PARKER KALON NAL RES.- RESIDENCE CHAIN LW �.— +c ---�o 41 ELEVATIONS ARE BASED ON NATIONAL C•,EODET�C VERTICAL DATU&L OF MY K EDGE 0 lfF. PIL,R• PROPERTY LINE RJW T1eiT OF WAY * FENCE 31 FENCE TIES ARE TO THE CENTERLINE OF THE FENCE. P.O.B.• PO.T OF BEGI NNIN41 :%0- SET MAL. AND DISC F WOOD FENCE• -- 6) WALL TES ARE TO THE FACE OF THE WALL. 26\1 : 5 . 1 5- 02• A DD EL6U% P.O.C.- POINT OF CENCHS LS S614 r P.P.- PO POLE SPC• SET TOO 'PSI L8 5 CAPPED Ill RON PRC• POINT INT OF REVERSE MASONARY WALL THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE PURPOSE FOR USE PR ONAL LA S VEYOR NO.2173 CURVE T• TANGENT Ff�R t• AND PROPER AS AN AID N IT M NSU RANCE EXTENDED. 0. ARE HEREBY ON THE DE ST T OF FLORIDA PVM?. PAVt.MENT FIP• FOUND IRON PIPE PROPER NO O A A DD DD ITIONAL MANiRANTE's 77 TA FT ST. HO WOOD. FLORIDA 33024 I 195 962 -9334 Miami Shores Village Building Department Planning & Zoning Critique Sheet Permit No.: ) 69 ? (c Applicant: Job Address: Date Comments Initials 0 r L'C— ( r_.t Q C..J i1 ec� 4 A L,) e 11 ea-,j J� � 4 VIP- S n 10050 NE 2 nd Avenue Tel: (305) 795 -2204 Miami Shores, Florida 33138 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. (�� `gyp 7( Job Name �i�eC��41C Date /Lod b BUILDING CRITIQUE SHEET U � GO�IJ 2 Gam- �G�J /vP�cc� eo o.c� sP �.J e7 . c"( C Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 430 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): uildin Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) PI-I ag_on one �� S / 1 Owner's Address 5 o i` City ,1% �' l �,o/ =`� State - " Zip / a Tenant/Lessee Name _ [Al Al k Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO K Contractor's Company Name t0 WA/ , C/ `. Phone # Contractor's _ Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect /Engeer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition ❑Alteration []New ❑ Repair /Replace ❑ Demolition Describe Work: QQ Submittal Fee $ Permit Fee $ 7, — 00— CCF $ CO /CC Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due (Continued on opposite 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 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 reinspecti6n fee will be charged. Signature , Z - Signature r Owner or Agent Contractor The � egoing y instrument was ac n ledged before this The foregoing instrument was acknowledged before me this day ' , 20f��, by of , 20 _, by who is personall known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUB OTARY PUBLIC: =o ..� .: y �Or , Sign: - minis on #DD3 Print. ?' • P e` Expires: dedYThn' � Atlantic Bonding Co in My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning Chc 05/13/03 Miami Shores Village Building Department 10050 N.E. 2 nd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 7/19/2007 Owner: 500 NE 90 Street Miami Shores Village FL RE: Process No.RC -06 -550 Address: 500 NE 90 Street Dear owner, In reviewing our files, we have found that there is an open permit submittal dated back to The file has been inactive for over 2 years and five months (880 days) without any response from you or your representative. As per the requirements of the 2004 Florida Building Code, section 105.3.2, "An application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filling, unless such application has been pursued in good faith or a permit has been issued." Please be advised that if no attempt is made to this Department in writing and justifiable cause demonstrated within 15 days of receipt of this letter, the plans and related paperwork submitted for permit will be considered abandoned, and will be destroyed. Please do not hesitate to call me, if you have any questions related to the above mentioned matter or any other issues related to our Department. Sincerely Mabel Vargas Building Department Supervisor 305 - 795 -2204 Invoice Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For I nspections plea call: ( 305)762 -4949 eturn to: Miami Shores Village Invoice Number: imp -8 -09 -35651 10050 N.E. 2nd Avenue NE Invoice Date: August 17, 2009 Miami Shores, FL 33138 -0000 Permit Number: BP2003 -1676 Bond Number: Bill To Comments: NORMA FREDERICK 500 NE 90 ST MIAMI SHORES, FL 33138 -3149 Date Fee Name Fee Type Fee Amount 08/17/2009 RENEWAL Calculated $500.00 Total Fees Due: $500.00 Payments Date Pay Type Check Number Amount Paid Change 08/17/2009 Check 1624 $500.00 $0.00 Total Paid: $500.00 Total Due: $0.00 Monday, August 17, 2009 Invoice Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspe ctions please call: (305)762 -494 eturn to: Miami Shores Village Invoice Number: imp -8 -09 -35651 10050 N.E. 2nd Avenue NE Invoice Date: August 17, 2009 Miami Shores, FL 33138 -0000 Permit Number: BP2003 -1676 Bond Number: Bill To Comments: NORMA FREDERICK 500 NE 90 ST MIAMI SHORES, FL 33138 -3149 it d Date Fee Name fee Type Fee Amount 08/17/2009 RENEWAL Calculated $500.00 Total Fees Due: $500.00 Payments Date Pay Type Check Number Amount Paid Change 08/17/2009 Check 1624 $500.00 $0.00 Total Paid: $500.00 Total Due: $0.00 Monday, August 17, 2009 %kc(06 f� a�nav 1�1' A, J.. 1. 1\J l i V 1 V IJ V 111- N. {ws ®e. ' Itv (� Building Department �U 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ( x n r �� Tel: (305) 795.2.204 Fax: (305) 756.8972 � , BUILDING G 7 :i Pernut No. � P ERMIT APPLIC aster Pei °mit No JFJX, 2001 1'ermit Tyne (eircle). Building Electrical Plumbing ' •a Roofing Owner's Na►ue (Fee Simple Titlel►older) / bjF-KA Phone # Owmcr's Address C,it1' /*z s �C�S _— State /'Z zip 3 31 3� Tenant /Lessee Name ZZ,2 -- Phone # Job Address (where the work is being done) — 500 /2J �' ?,0 City Mi Shores Vi ine County Miami - Zip Is Doilding I'listorically Designated YES NO C'untracto►'s Cormpany Na.►ne 11�U�� i'� s•��L4 IL ( Phone #_ Contractor's Address City_ -- State Oualirer State Cettiticate or Registration No. Certificate of Competency �lrchitec F.►► �ineer's Name if applicable �( 3 �� b { l P ) i`� 4�., Phone # Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace �1,p �,,� ❑,� _Demolitions Describe Work: _ 1� °' a.. 1i a C.e ) �1�s�rrL �(SiI-LFI Sob►nittal Fee $ Permit Fee S �� IL� CCF CO /CC [rotary 'Draining /Education Fee $ Technology Fee $ _ Sc o►ning Radon $ Zonin Bond $ Code Enforcement $ Structural Plan Review. Total Fee Now Due $ — � - T� J CIO (Continoed on opposite side) Bonding Company's Name (if applicable) J _ 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 pennit 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 YOIJIt PAYING TWICE FOR' IMPROVEMENTS TO YOIJR 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 x'2500, the applicant must promise in good faith that a copy of the notice of commencement and construction hen law brochure will be delivered to the person whose proper y is subject to attachment. Aiso, a certified copy of the recorded notice of commenceineal must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrtnuent was acknowledged before me ibis day of NAMV4 , 2045 , by Ah4' day of 20 by who i personally known to me r who has produced who is personally known to me or who has produced _ As' n n who did take an oath. as identification and who did take an oath. NOTARY PUB NOTARY PUBLIC: Sign: _ '�<<. erien r, Sign: P *_ Commission 221252 Print: -- *. --- o: fission Expires: ocFl � Bond d Thru My Commission Expires: " "`� Atlantic Bonding Co., Inc. r is �c *k Ri k:t *ic :F ic�ic �c :k :t :t ic:t is it F �:k iEt t �c * *ic k:k�:�:t 3c t at �c *9: is *dc is t :F * * *Ac �: is *ic is aY *tat:k * *�c ik is at �c *7h ik is 'cd::kic *icy *kickt *t 9ckt *i: is :k �: *� *l i:� *kk: % kk% k�*# k% k% k% k�#% kKk% kkk�kIFkK% kkkkkyFk***% k** k** �k *%k *�k�%kk *k *k%k:k>kkkk kk *�� *k * *I:k* Nc�: k: I:: h�: �: kY• �% k*% k�% k% k% I% k %k%kk%k%k%k *%kk%k:i•�:h -%h >� APPLICATION APPROVED BY: (� .. " Plans Examiner l Engineer Zoning Chc 05/13/03 lviiami ;!wo es v inage Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (3051795.2204 Fax (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION °` aster Permit No. 3 _ 16 9 FBC 2001 .w Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) A 6�� T_�P L CZ L Phone # Owner's Address 6 ov A/ , t fJ ��` � �� Ci State l,9f� Zip Tenant/Lessee Name Plinne :lob Address (where the work is being done) �� J, � , 96 —e �j� City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO X Contractor's Company Name ��1/ / 0 CTZ 0 A Co . Phone # �� 6 6 � \-I 2.4 J Contractor's Address 6 o City State r__ Zip 1 Qualifier SO ( 3-HA State Certificate or Registration No. L. C- C p � - D - Certificate of Competency No. Architect/Engineer's Name (if applicable) S Value of Work For this Permit o ge f Work: Type of Work: ❑Addition ❑Alteration ❑New � ❑ Repair/Replace ❑Demolition Describe Work: 1 ,�`�.� kf r Submittal Fee $ Permit Fee $ " CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zonin Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ °� (Continued on opposite 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 property is subject to attachment: Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The fore g i strument was acknowledged before pie ihi s:::� day of 20 J , by day of 20 OS , by who is personally known to rile or who has produced who is personally kno n to m r w s p ho has d `�- b As identification and who did take an oath. ication and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC' Sign: ,• rn , Pinny i _ Commis D323870 Print: '_ V xpires o Bonde�ci My Commission Expires: Adati is f mission Empires: APPLICATION APPROVED BY: 2 / �/ ®� s� Plans Examiner 1 Engineer Zoning Cho 05/13/03 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To NORMA FREDERICK Invoice Number: imp -2 -06 -23797 500 NE 90 ST Invoice Date: February 08, 2006 MIAMI SHORES, FL 33138 -3149 Permit Number: BP2003 -1676 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Type: Imported Permit / Work Classification: Addition Date Fee Name Fee Type Fee Amount 02/08/2006 Plans Processing Fee (Other) Calculated $50.00 09/04/2007 Revision Fee Calculated $75.00 09/04/2007 Revision Fee Calculated $35.00 09/04/2007 CO /CC Calculated $150.00 09/04/2007 Scanning Fee Calculated $15.00 Total Fees Due: $325.00 Tuesday, September 4, 2007 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To NORMA FREDERICK Invoice Number: imp -2 -06 -23797 500 NE 90 ST Invoice Date: February 08, 2006 MIAMI SHORES, FL 33138 -3149 Permit Number: BP2003 -1676 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Type: Imported Permit / Work Classification: Addition Date Fee Name Fee Type Fee Amount 02/08/2006 Plans Processing Fee (Other) Calculated $50.00 09/04/2007 Revision Fee Calculated $75.00 09/04/2007 Revision Fee Calculated $35.00 09/04/2007 CO /CC Calculated $150.00 09/04/2007 Scanning Fee Calculated $15.00 Total Fees Due: $325.00 Tuesday, September 4, 2007 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To NORMA FREDERICK Invoice Number: imp -2 -06 -23797 500 NE 90 ST Invoice Date: February 08, 2006 MIAMI SHORES, FL 33138 -3149 Permit Number: BP2003 -1676 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Type: Imported Permit / Work Classification: Addition Date Fee Name Fee Type Fee Amount 02/08/2006 Plans Processing Fee (Other) Calculated $50.00 09/04/2007 Revision Fee Calculated $75.00 09/04/2007 Revision Fee Calculated $35.00 09/04/2007 CO /CC Calculated $150.00 09/04/2007 Scanning Fee Calculated $15.00 Total Fees Due: $325.00 Tuesday, September 4, 2007 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bili To NORMA FREDERICK Invoice Number: imp -2 -06 -23797 500 NE 90 ST Invoice Date: February 08, 2006 MIAMI SHORES, FL 33138 -3149 Permit Number: BP2003 -1676 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Type: Imported Permit / Work Classification: Addition Date Fee Name Fee Type Fee Amount 02/08/2006 Plans Processing Fee (Other) Calculated $50.00 09/04/2007 Revision Fee Calculated $75.00 09/04/2007 Revision Fee Calculated $35.00 09/04/2007 CO /CC Calculated $150.00 09/04/2007 Scanning Fee Calculated $15.00 Total Fees Due: $325.00 Tuesday, September 4, 2007 Permit NO. PL2004 -201 guar Miami Shores Village Permit Type: Imported Permit / 10050 N.E. 2nd Avenue ' Work Classification: <NONE> l 4 f Miami Shores, FL 33138 -0000 Perill Phone: (305)795 -2204 Permit Status: APPROVED Issue Date: 9 /4/2007 Expiration: 03 2/2008 Project Address Parcel Number Applicant 500 NE 90 Street 1132060200010 Miami Shores Village, FL Block: Lot: NORMA FREDERICK Owner Information Address _ Phone Cell NORMA FREDERICK 500 NE 90 ST MIAMI SHORES FL 33138 -3149 Contractor(s) Phone Cell Phone LEYVA PLUMBING SERVICES INC. 786 -316 -0631 Valuation: $ 6,500.00 Total Sq Feet: 0 Perm Type: Plumbing Available Inspections: Alpha Two: Alpha Four: Inspection Type: Alpha Five: Residential Plumbing Plumbing Alpha Six: Pay Date: 7/28/2004 Plumbing Pay Amount: 295.6 Pay Comments: PAID CK 2432 Plumbing Bond Return: Plumbing Plumbing Fees Due Amount Total Amt Paid ( Amt Due Revision Fee $227.50 Scanning Fee $3.00 $ 0,00 $ 0.00 $ 0.00 Total: $230.50 Payment Type: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. September 04, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Tuesday, September 4, 2007 1 - Permit NO. PL2004 201 Miami Shores Village i P e r ' Permit Type: Imparted Permit 10050 N-E. 2nd Avenue Miami Shores, FL 33138 -0000 Work Classification: <NONE> �; Permit Status: APPROVED ' Phone: {305)795 -2204 Issue Date: 9/4/2007 Expiration: 03/02/2008 Project Address Parcel Number Applicant 500 NE 90 Street 1132060200010 Miami Shores Village, FL Block: Lot: NORMA FREDERICK Owner Information Address _ Phone Cell NORMA FREDERICK 500 NE 90 ST MIAMI SHORES FL 33138 -3149 Contractor(s) Phone Cell Phone $ 6,500.00 LEYVA PLUMBING SERVICES INC. 786 -316 -0631 Valuation: Total Sq Feet: 0 Perm Type: Plumbing Available Inspections: Alpha Two: Alpha Four Inspection Type: Alpha Five: Residential Plumbing Plumbing Alpha Six: Pay Date: 7/28/2004 Plumbing Pay Amount: 295.6 Pay Comments: PAID CK 2432 Plumbing Bond Return : Plumbing Plumbing Fees Due Amount Total I Amt Paid I Amt Due Revision Fee $227.50 Scanning Fee $3.00 $ 0.00 $ 0.00 $ 0,00 Total: $230.50 Payment Type: MUST BE .� O N ?in J T M� O Applicant Copy For Inspections, Call (305) 795 -2204. Requests must be received by 3 pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Tuesday, September 4, 2007 2 Permit NO. PL2004 -201 Miami Shores Village Pe r ' Permit Type: Imported Permit 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Work Classification: <NONE> ±" j one: � )795 -2204 i ' / Ph 305 Permit Status: APPROVED / Issue Date: 914t2007 Expiration: 0310212 Project Address Parcel Number Applicant 500 NE 90 Street 1132060200010 Miami Shores Village, FL Block: Lot: NORMA FREDERICK Owner Information Address _ Phone Cell NORMA FREDERICK 500 NE 90 ST MIAMI SHORES FL 33138 -3149 Contractor(s) Phone Cell Phone $6 LEYVA PLUMBING SERVICES INC. 786 - 316 -0631 Valuation: Total Sq Feet: 0 Perm Type: Plumbing Available Inspections: Alpha Two: Alpha Four: Inspection Type: Alpha Five: Residential Plumbing Plumbing Alpha Six: Pay Date: 7/28/2004 Plumbing Pay Amount: 295.6 Pay Comments: PAID CK 2432 Plumbing Bond Return : Plumbing Plumbing Fees Due JAMoun Total I Amt Paid All Due Revision Fee Scanning Fee $ 0.00 $ 0.00 $ 0.00 Total: Payment Type: NOTICE: In addition to the requirements of this permit, there may be �.OUllt �.�r1 additional restrictions applicable to this property that may be found in the Y Cop public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Tuesday, September 4, 2007 3 Permit No PL2004 -201 Miami Shores Village � 10050 N.E. 2nd Avenue P erill � Permit Type: Imported Permit Miami Shores, FL 33138 -0000 Work Classification: <NONE> Phone: (305)795 -2204 Permit Status: APPROVED Issue Date: 9/4/20017 Expiration: 0310212008 Project Address Parcel Number Applicant 500 NE 90 Street 1132060200010 Miami Shores Village, FL Block: Lot: NORMA FREDERICK Owner Information Address _ Phone Cell NORMA FREDERICK 500 NE 90 ST MIAMI SHORES FL 33138 -3149 Contractor(s) Phone Cell Phone LEYVA PLUMBING SERVICES INC. 786 -316 -0631 Valuation: $ 6,500.00 Total Sq Feet: 0 Perm Type: Plumbing Available Inspections: Alpha Two: Alpha Four: Inspection Type: Alpha Five: Residential Pfumbing Plumbing Alpha Six: Pay Date: 7/28/2004 Plumbing Pay Amount: 295.6 Pay Comments: PAID CK 2432 Plumbing Bond Return : Plumbing Plumbing Fees Due Amount Total Amt Paid Amt Due Revision Fee $227.50 Scanning Fee $300 $ 0.00 $ 0.00 $ 0.00 Total: $230.50 Payment Type: NOTICE: In addition to the requirements of this permit, there may be Finance Co additional restrictions applicable to this property that may be found in the Copy public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Tuesday, September 4, 2007 4 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: X305 6.8972 7 )` 5 BUILDING `' Permit zv PL �ZO .PERMIT APPLIC Master Permit No. ,5 1 FBC 2001 Permit Type (circle): Building r Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titlholder 1 Wl4 1 ' `/1 Phone # Owner's Address P - b o of City r' State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) �� T City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) l` C&O&O ( Phone # V $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ew ❑ Repair/Replac Demolition Describe Work: d S YZ_. ** * ** * * ** * ** � *" Fees * ** Submittal Fee $ Permit Fee $ t :� CCF $ CO/Cc- Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite 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 property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 _, by day of , 20 by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: �> Plans Examiner Engineer Chc 05/13!03 Zoning - Permit NO. EL2004 -171 Miami Shores Village Permit Type: Imported Permit 10050 N.E. 2nd Avenue Pe r "' m ! Miami Shores, FL 33138 -0000 Work Classification: Addition t\ 7 `��'�`` Phone: (305)795 -2204 Permit Status: APPROVED Issue Date 9/4/2007 Expiration: 031 212008 Project Address Parcel Number Applicant 500 NE 90 Street 1132060200010 Miami Shores Village, FL Block: Lot: NORMA FREDERICK Owner Information Address Phone Cell NORMA FREDERICK 500 NE 90 ST MIAMI SHORES FL 33138 -3149 Contractor(s) Phone Cell Phone $8 FELIX ELECTRIC CORPORATION 305 - 828 -1291 Valuation: Total Sq Feet: 0 Perm Type: Electrical Available Inspections: Alpha Two: Alpha Four: Inspection Type: Alpha Five: Residential Electrical Rough Alpha Six: Pay Date: 7/27/2004 Electrical Pay Amount: 327.9 Pay Comments: PAID C.0 Electrical Bond Return : Electrical Electrical Electrical Fees Due Amount Total I Amt Paid I Amt Due Revision Fee $35.00 Scanning Fee $3.00 $ 0,00 $ 0.00 $ 0.00 Total: $38.00 Payment Type: In consideration of the issuance to me of this permit. I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. September 04, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Tuesday, September 4, 2007 1 yYYaa�es Miami Shores Village Permit NO EL004 -1 71 ■ 10050 N.E. 2nd Avenue Permit Type: Imported Permit ! P e r m It Work Classification: Addition M iami Shores, FL 33138-0000 iJ` Phone: (305)795 -2204 Permit Status:: APPROVED Issue Date 9/4/2007 Expiration: 03/0212000 Project Address Parcel Number Applicant 500 NE 90 Street 1132060200010 Miami Shores Village, FL Block: Lot: NORMA FREDERICK Owner Information Address Phone Cell NORMA FREDERICK 500 NE 90 ST MIAMI SHORES FL 33138 -3149 Contractor(s) Phone Cell Phone FELIX ELECTRIC CORPORATION 305 - 828 -1291 Valuation: $ 8,800.00 Total Sq Feet: 0 Perm Type: Electrical Available Inspections: Alpha Two: Alpha Four: Inspection Type: Alpha Five: Residential Electrical Rough Alpha Six: Pay Date: 7/27/2004 Electrical Pay Amount: 327.9 Pay Comments: PAID C.0 E3eahcal Bond Return : Electrical Electrical Electrical Fees Due Amount Total I Amt Paid I Amt Due Revision Fee $35.00 Scanning Fee $100 $ 0.00 Total: $ o.00 $ 0.00 $38.00 Payment Type: r Applicant Copy For Inspections, Cali (305) 795 -2204. Requests must be received by 3 pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Tuesday, September 4, 2007 2 Permit NO. EL2004 -171 Miami Shores Village Permit Type: Imported Permit 10050 N.E. 2nd Avenue - � I Miami Shores, FL 33138 -0000 Work Classification: Addition Phone: (305)795 -2204 Permit Status: APPROVED �ti N Issue Date: 9/4/2007 Expiration: 03/02/2008 Project Address Parcel Number Applicant 500 NE 90 Street 1132060200010 Miami Shores Village, FL Block: Lot: NORMA FREDERICK Owner Information _ Address Phone Cell NORMA FREDERICK 500 NE 90 ST MIAMI SHORES FL 33138 -3149 Contractor(s) Phone Cell Phone $ FELIX ELECTRIC CORPORATION 305 - 828 -1291 Valuation: Total Sq Feet: 0 Perm Type: Electrical Available Inspections: Alpha Two: In Type: Alpha Four: Electrical Alpha Five: Residential Rough Alpha Six: Pay Date: 7/27/2004 Electrical Pay Amount: 327.9 Pay Comments: PAID C.0 Electrical Bond Return : Electrical Electrical Electrical Fees Due Amount Total I Amt Paid I Amt Due Revision Fee $35.00 Scanning Fee $3.00 $ 0.00 $ 0.00 Total: $ 0.00 $38.00 Payment Type: NOTICE: In addition to the requirements of this permit, there may be Count additional restrictions applicable to this property that may be found in the Y Copy public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Tuesday, September 4, 2007 3 Permit NO. EL2004 -171 Miami Shores Village g Permit Type: Imported Permit Y, 10050 N.E. 2nd Avenue �— " Miami Shores, FL 33138 -0000 Work Classification: Addition Permit Status: APPROVED Phone: (305)795 -2204 Issue Date: 9 /4/2007 Expiration: 03/0 212008 Project Address Parcel Number Applicant 500 NE 90 Street 1132060200010 Miami Shores Village, FL Block: Lot: NORMA FREDERICK Owner Information Address _ Phone Cell NORMA FREDERICK 500 NE 90 ST MIAMI SHORES FL 33138 -3149 Contractor(s) Phone Cell Phone $ 8,800.00 FELIX ELECTRIC CORPORATION 305 - 828 -1291 Valuation: Total Scl Feet: 0 Perm Type: Electrical Available Inspections: Alpha Two: Alpha Four: Inspection Type: Alpha Five: Residential Electrical Rough Alpha Six: Pay Date: 7/27/2004 Electrical Pay Amount: 327.9 Pay Comments: PAID C.0 Electrical Bond Return : Electrical Electrical Electrical Fees Due A Total Amt Paid Amt Due Revision Fee _ Scanning Fee $ 0.00 $ 0.00 $ 0.00 Total: Payment Type: NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the Finance Copy public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Tuesday, September 4, 2007 4 Miami Shores Village Department J ' ° Building 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 w t Tel:' (305,, :7 ION .8972 w . BUILDIN �.:,: G Permit No. PERMIT APPLICA` Master Permit No. ZW ' 6 FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical 1 Roofing Owner's Name (Fee Simple Titleholder) mA axK Phone # Owner's Address N o , U ST City I(A M \ k5 State Zip c]-� Tenant/Lessee Name A v 1A Phone # Job Address (where the work is being done) S City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if appiicabl jo, k Cu At W, Phone # Y J -1 ,<� ~ 2.31 U $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addif n ❑Alteration ❑New ❑ Repair/Replace r] Demolition Describe Work: A L2 1.0 6< N 4 1 lit- 6 ,4 16+ Z Submittal Fee $ Permit. Fee $ ,O CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ ` (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Leader's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 by day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer chc 05/13/03 Zoning DISPLAY THIS CARD ON FRONT OF JOB y : MIAMI SHORES VILLAGE BUILDING PERMIT PERMIT # O3••I �,6 DATE 4V4 Y OWNER , eri KJC ADDRESS SIJV Ne go S TH M E Di°1 r CONTRACTOR J TI OF PERMIT TYPE , d "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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." NO INSPECTION WILL BE MADE UNLESS PERMIT CARD IS DISPLAYED AND APPROVED PLANS ARE READILY AVAILABLE INSPECTION RECORD WORK MUST BE COMPLETED PRIOR TO REQUESTING INSPECTIONS 24 HOUR NOTICE FOR ALL INSPECTIONS STRUCTU Work is allowed MECHANICAL Monday through Saturday �c -nc►r nr, 7:30 A.M. to 6:00 P.M. cn►mra No work is allowed on�I Sundays or Holidays slat, 66►,censate + l rr % Pa rr 14 Slab Jena -Al ��augh Duct i Ib Beam Rough Plpe Rake Seam Exhaust Pan Rough Flr slab Ha�ztl Rsugh. *:Ft '4Qiu1Y111� f Pool Heat IsUtYtp ncl FicaQr Tte beam l =ire Rampers RE Firelacetrt Ft Sheeting 1lac�uurt� Pipe Rough •''III She�thie�g _ Vacuum Plpe Flnal ; Pier mat% , l:qu�pment Anchsrr Suppression Test Tiruss, Roof 7 c mtecter PL Ventilatic�r+ S #ore Front & Z Pressure test $tick EGfIt�Ml'r�IP"E �CIR Qa►7'E loth STRUCTURAL PLUMBING ELECTRICAL btli #IONT t?E t 111E tt'+t31+ #ifm Type t1 3Ct�l � #I EGi# F#YYP M# ;Cast 11Y ndow. #nst t# ati t ruuncl ou h T+ t pc r ry t lea for #nsta lTation Top flint Footer Grounding fib flab. ' 2nd F #ct it i qu h S# #a ► in Progress 3rd Floor Rough Ser,rice Condensate Rough #fie Ire I?'rr press Drainfidltl B. A►arrr Pie vulr tingte In Progress Suppression rest p rim septic intercom Prewire rat�nIng Sewer Pht�ne Pre>�r► #re fn utaticn Water Service B, Merin Fina# C?yiea## L P Tank T,Y Final iriewa #I€ Cas R64411 Intercom F #rta# Gas Final Phone Flrra# fl� Form / Rock ; Irrigation Int.- 30 Day Temp Power, Shun Attu Well Pool Grounding Peol Steel Interceptor Pool Stab Pool PatFo #3eck Pressure Test Fire Sprinkler Final Pool Ma#ndrain Pool Piping FOR INSPECTIONS CALL 305 - 795 -2204 INSPECTION REQUESTS ARE ACCEPTED DURING THE HOURS OF 8:30 AM TO 3:30 PM FOR INSPECTIONS THE FOLLOWING BUSINESS DAY. .r I N CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS BUILDING CAN BE USED FOR ANY PURPOSE, DO NOT REMOVE THIS CARD BEFORE COMPLETION OFFICE PHONE NUMBER 305 - 795 -2204: THIS PERMIT CARD MUST BE DISPLAYED ON THE FRONT OF THE JOB BY ONE OF THE FOLLOWING METHODS OR NO INSPECTION WILL BE MADE 1" x 8" VISQUEEN ON FACE MIN. 12" x 18" PROTECTIVE FLAP WITH OF BUILDING BACKING BD. LEDGE FASTENER WITH PROTECTIVE COVERING 12" PERMIT 18" PERMIT 1. MIN. 4' MAX. MIN 5 ' OR ♦- OR -� 2" x 4" a KU t m�" I "m MIN 18" ti PENETRATION � i a FASTEN TO BACKING AS INDICATED ON CARD vi . .. MAP OF BOUNDARY SQRVEY ' . • • •' STREET N C L E 90TH STR �+ •E j • ' • • . . . / PREPARED FOR N A S. F . DERIC • . • . • • • • • • AC = AIR CONDITIONER • • • ; ; ; ; 60 RIGHT OF WAY LEGAL DESCRIPTipRI• ' • ALL OF BLOCK K, EL PORTAL SECTION 4, PLAT BOOTS 42 PAGE 56, DADE • " : : • •. A DJACENT COUNTY, FLORIDA. A/B = A • • • � ; •• ; •• ; ; • . •• •• ; •; : : ; :' • • • • o o' ASPH = ASPHALT PROPERTY ADDRESS': • : ' • ; : ; • •• • • ; . ; ; ; • ; • • �: BCR = BROWARD COUNTY RECORD 500 NE 90TH STREET : : : • • • • • • • • CONC. :, BOW = BACK OF WALK •• •• • . •. • • • MIAMI, FLORIDA 33138 BM = BENCHMARK . . C =CALCULATED 0 0 �'�. N89' 9 25 W 1 7.74 CA = CENTRAL ANGLE FLOOD DATA: h Q' ' C,9 CB = CATCH BASIN COMMUNITY NUMBER: 120640 MAG NA L MAG NAIL �1 CBS = CONCRETE BLOCK STRUCTURE COMMUNITY NAME: VILLAGE OF EL PORTAL FOUNID. � p� CE CANAL EASEMENT 1 PANEL NUMBER: 0093 0 .r Tt:r CHATT= CHATTAHOOCHEE SUFFIX:J Qv" 0 0 CONC = CONCRETE �a�• CM = CONCRETE MONUMENT GENERAL NOTES: a ! COL = COLUMN DE = DRAINAGE EASEMENT 1. LEGAL DESCRIPTION FURNISHED BY CLIENT. NO SEARCH OF PUBLIC D = DEED OR DESCRIPTION RECORDS WERE MADE BY THIS OFFICE. E/P = EDGE OF PAVEMENT 2. ANY ELEVATIONS SHOWN HEREON ARE PER NGVD (NATIONAL GEODETIC 1--j0 EL = ELEVATION VERTICAL DATUM) OF 1929. 8.50 X EOW =EDGE OF WATER 3. NO EXCAVATIONS WERE PERFORMED AS TO DETERMINE FOUND <. ESMT = EASEMENT UNDERGROUND ENCROACHMENTS. FF = FINISHED FLOOR 4. DISTANCES AND ANGLES ARE FIELD MEASURED AND CORRESPOND 5/8" I.R. FND =FOUND NO 1. D. INV = INVERT WITH RECORD DATA UNLESS NOTED. IP = IRON PIPE 5. THIS SURVEY WAS PREPARED FOR CONVEYANCE, TITLE AND MORTGAGE n TWO STORY o 3 IR =IRON ROD FINANCING PURPOSES IT IS NOT INTENDED FOR CONSTRUCTION USE. w w z L =ARC LENGTH PERMITTING FOR ADDITIONAL CONSTRUCTION ETC. MAY REQUIRE .1 STRUCTURE : n LAE = LIMITED ACCESS EASEMENT ADDITIONAL INFORMATION WHICH CAN BE OBTAINED FROM THIS OFFICE. r _ LF = LOWEST FLOOR 6. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS HAVE BEEN C 0 ` % D LME = LAKE MAINTENANCE EASEMENT EXAGGERATED TO MORE CLEARLY ILLUSTRATE RELATIONSHIPS BETWEEN Z 0 C7 M =MEASURED PHYSICAL IMPROVEMENTS AND /OR LOT LINES, IN ALL CASES, DIMENSIONS m 0 + .: ME = MAINTENANCE EASEMENT SHOWN SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER N VD G NATIONAL GEODETIC ODETIC E /. SCALED POSITIONS. _ i N/D = NAIL AND DISC - U1 1.2 j 16.5 7. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY OTHER THAN THE 8. 70' (NR = NON RADIAL O _ c �? NTS = NOT TO SCALE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN 1 0 o CONC. NTT = NAIL AND TIN TAB CONSENT OF THE SIGNING PARTY OR PARTIES. o ORB = OFFICIAL RECORD BOOK o THE FLORIDA ADMINISTRATIVE CODE PURSUAN 71ft < D 18.4 [' ' P = PLAT THE FLORIDA STATUTES) 9.96 v PB = PLAT BOOK m CID 6'9- PBCR = PALM BEACH COUNTY RECORDS Z W CONC. , Q PC = POINT OF CURVATURE ,. Q PCC = POINT OF COMPOUND CURVATURE m co / PCP = PERMANENT CONTROL POINT BY .".- • .- r........ i • �� PG =PAGE PI = POINT OF INTERSECTION 2 Q C9 POB = POINT OF BEGINNING Q 4 POC = POINT OF COMMENCEMENT Arm - y PRC = POINT OF REVERSE CURVATURE RILL PRM = PERMANENT REFERENCE MONUMENT IL PT = POINT OF TANGENCY IS M HOLE 2 V� P/L = PROPERTY LINE ? Q0 N ILA Im FOUND FOUND R = RADIUS OR RADIAL 30' ,3 I 5/8" I. R RGE _RANGE ROE = ROOF OVERHANG EASEMENT Z NO I.D. RNV _� WAY � f1 JOB Tl im: , ; SEC = SECTION OF C b Y' SIW = SIDEWALK I �\ �. TOB = TOP OF BANK TYP = TYPICAL I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PREPARED BY THE OFFICE SHOWN 1S5.0710 HEREON AND THAT I AM THE SURVEYOR OF RESPONSIBLE CHARGE FOR NONE OTHER ti X0. i THAN SAID OFFICE. ADDITIONALLY, THIS SURVEY MEETS AND /OR EXCEEDS THE MINIMUM a TECHNICAL STANDAR SET FORTH IN CHAPTER 61G17 -6 OF THE FLORIDA GT SURVEYING ADMINISTRATIVE CO P UANT TO SECTION 472.027 OF THE FLORIDA STATUTES. s OR POWER PO LL , -SERVICES, INC. V SCALE: 1 77 JOB: 40377 1860 OLD OKEECHOBEE ROAD 14 SUITE NO. 501 SIGNED 11-13-2004 FIELD WORK WEST PALM BEACH GINO FUR RAND MAPPER s„ 02 - 07 - 2006 FIELD WORK FLORIDA 33409 FLORIDA L SE O.: 5044 e OFFICE: 561 -688 -0553 FLORIDA.CERTIFI ATE OF AUTHORIZATION NO.: 6026 FAX: 561 -688 -9579 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA E -MAIL: gt @gtsurveyinc.com LICENSED.SURVEYOWMAPPER NAMED ABOVE. Z MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date , Type Insp'nli(e 1 1 Permit No. ( 5 7 O -\(0 Name iA-.QCLQ ri 'cJ Address [o Ns e V S-I-- Company �' �/� COV Phone # Inspection Date Approved Correction Re- Insp'n Fee Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buil4ing Inspection Request Date l) I CZ- Type Insp'n OP - Jt a bal Permit No. b /23- 13.J _ Name No( r/ KJt Address 500 N L q0 Compan ✓ 4 ,W Inspection Date 1 a (d3 Approved Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE 'U� BUILDING DEPARTMENT C� 305- 795 -2204 Building Inspection Request Date / / Type Insp'n Permit No. 6 I Name Address 6 NUJ / O Company Phone # Co/ 043 — Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE 4 ...� BUILDING DEPARTMENT 0(C. S 305- 795 -2204 !\ Building Inspection Request Date g 7 Type Insp'n Permit No. De— no rno Name Address 600 e 9 o Company AZ Phone # (f 7 `� v ! o/fe Inspection Date /10/°g Approved Re-Insp'n Fee / € r P-1 r o De' pr e ` s ite c`, F° „ - c� C/ , F... a- C ;‘-s Phone # Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 7 Type Insp'n .i `I moor) Permit No PC 3- ` (oi(0 _ Name }y ! / ' Address 500 Gin Jr)- Compan 3E } C1 ! Inspection Date Approved ❑ Re- Insp'n Fee ❑ 31 4/O );zd 4 761 co + 0-Ny