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BP-03-631 Mini Shores Village Building Permit 1005 NE 2nd Avenue *• Phone: 305-795-2204 Permit Number: Printed:11/16/2005 Page 1 of 2 Applicant: LATIN AMERICAN INVESTMENTS Owner: INVESTMENTS LATIN AMERICAN JOB ADDRESS: 9495 BISCAYNE Blvd. Contractor BROCO,INC Contractor's Address: 14551 SW 296 ST Local Phone: 305-345-4623 Parcel# 1132050070010 Legal Description: Fees: Description Amount FEE2003-4143 Building Fee $1,197.50 Total Fee*2,870.50 FEE2003-4144 Inpector State Educational Fund $21.75 FEE2003-4145 Radon $21.75 Total Receipt2,870.50 FEE2003-4146 Zoning Review $40.00 FEE2003-4147 Notary Fee $5.00 FEE2003-4150 CCF $210.00 FEE2003-4151 Miscellaneous-Scanning Fee $57.00 s ��® FEE2004-178 Building Fee $35.00 NOV FEE2004-179 Structural Fee $50.00 _ FEE2004-180 Building Fee $35.00 GdL -w= (�?j'S7 FEE2005-14606 Renewal/Extension Fee $1,197.50 Total Fees: $2,870.50 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: Permit Status: APPROVED Permit Expiration: 12/31/2006 Construction Value$350,000.00 Work: NEW SINGLE FAMILY RESIDENCE /P P .y 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: t: Miami Shores Village Building Department I DIVE® 16050 N.E.2nd Avenue,Miami Shores,Florida 33138 JUL 12 2004 Tel:(305)795.2204 Fax:(305)756.8972 BUILDING Permit No. PERMITmAPPLICATION Master Permit wo.,131�,2b 6 ?/ FBC 2001 &Ti . Pt..rmit Type(circle): Elect 'cal Plumbing Mechanical Roofing Owner's Name(Fee Simple Phone# 7 � � -5 S _�;j 2 Owner's Address `W City ,,�A�✓`�1 State - - Zip Tenant/Lessee Name Phone# Job Addresswhere the work is being done 7 gt4 ( g ) City bliami Shores Village County lVIitami Dade Zip Is Buildin�Historically Designated YES NO co Contractors Company.Name�() � 44 Phone Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name(if applicable) Phone# $Value of Work For this Permit Square Footage Of Work. Type of Work: - ❑Addition ❑Alteration ❑New ❑ Repair/Replace El Demolition Describe Work: . RM It If Aft PR AM N i u4Y�ese&a+9&&4�ia&&�Srsr+&�rasra�F9r ur eS�i�r►h�i�r�trk�r4�tc*rtr�t&sr�r4s4fr�i4tr�i&�i�r&&a Submittal Fee$ Permit Fee$ CCF.$ CO/CC Notary$T_ Training/Education Fee$ Technology Fee$ Scanning$' Radon$ Zonin P _ Bond$ Code Enfoi cement$ Structural Plan Review.$ Total Fee D ow Due$ �`— (Continued,on opposite side) Bonding Company's Name(if applicable) 4 Bonding Company's Address City State zip 10 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 COMIENCEM ENT MAY RESULT IN YOUR PAYING TWICE FOR E"ROVEMENTS 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 attachmen Also, a certified copy of the recorded notice of commencement must be posted at the job sit,- for itefor the first inspection whit occurs en (7) days after the building permit is issued In the absence of such posted notice, tho inspection will not be a r d and re spectfon fee will be charged Signature { 6 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: ''3/� �c=1 Plans Examiner 2 ® Engineer zoning Cha 05/13/03 ;- - Miami Shores Village JAN 0 2w Building Department _ 10050 WX 2nd Avenue ------------s Miami Shores,Florida 33138 Tel:(305)795.2204 Fag:(305)756.8972 BUILDING. : Permit No. PERMIT APPLICATION Master Permit No. - -3 FBC 2001 uildin Electrical Plumbing Mechanical Rofing� �� A 3 ©9�� Permit Type(circle): g g � Owner's Name(Feb�Simple Titleholder) -0600"o # 1y —Z Owner's Address City State D zip . 3 c� TenantlUssee Name Phone# 1_ Jam' Job Address(where the work is bang done) .�� City MAW Shores Village County Nami dg Zip Is Building Historically Designated YES NO�_ Contractors Company Name J 5yo C-0 Phone Contractor's 1A City [ -�'iZ,�� State Zip "� 0 Qualifier Architect/Engineer's Name(if applicable) Phone# Architect/Engineer's Address City 4 State Zip $Value of Work For this Permitlf, 0d • 00 Square Footage Of Work: Number of.-Bays Stories =2 " Families l Bedrooms Baths o; Type of Work: []Addition DAlteration ew ❑ RepaidReplacp Demolition Describe Work: WIzakL441 — Kf Ljry d 9 N o ' s. County Escrow Fee$ Permit Fee$ Notary$ Educationraining Fee$ Tech$ Scanning$ Radon-$ Code Enforcement$ Bond$ Struct.$ Minus Plans Check Fee$ Total Fee Now Due$ (Continued on opposite side) Bonding Company's Name(if applicable) Bonding Company's Address T 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..... f 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 CONIlVIENC:EMENT 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 CObIlMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2S00, 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 sev (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved andtion fee will be charged Signature -_--orure- Agent Contractor --The foregoing instrument was acknowledged before me this-� The foregoing instrument was acknowledged before me this 12 day ofd 20 by�i p� �(�� — day of het e.,. .20± 3,by: who is personally known to me or who has produced oft produ who is personally known to me or who has produced2Lt� As identification and who did take an oath. as identification nd who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: n Sign: Sigm. Print: : - Printr My Commission Expires: '��°`°"'"`��1%COmmissi�Rqdns may rD2D, My Wcomt Co _ ` + pG�� on DD3Z0336 Q- QPM ►zz,2006 . ,tr.�r•tn.,t,r,�*+nr+Fw,r*� f = ar ,�**q) ,�,�*,xt ►.,�,k.�► pFlantic Bonding c. �. �.. (Certificate of Competency Holder) ` Atlantic Bonding co.,Inc. State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVED BY: Plans Examiner Engineer r chc7rnos Zoning i Miami Shores Village Building Department 10050 N.E.2nd Ave= Miami Shores,Florida 33138 Tel:(305)795.2204 Fas:(305)756.8972 Perm9t No. 3-4 3 PQ rM, �-- �p�lrc t�tJvT�Name �� ,�d �14---� T� BUMDING CRITIQUE SHEET _` 0Sl C( 5 3) Y to .( _ OA9--w-- Y6 --Qp , Ar IAJ , Cel,A42 4.0. r � f m ! ^^ w X1416 =300d W&S NO „T£,00 0 iT T 9V8889Z50£6 X1 TV:VT u'Ti90 LT?, 3WI1 39tld 3Otld 3WI1 'ON 340;1 '1H101 X21/XJ. 3801S NOI1tl007 3QOW 121tl1S 3'lI3 —�—=213WI1 I T8T N0Z*****fl ZJ6899L50£:X7d3 --3eOMIA-S3NOFfS-IW1W:QI TV:VT £0. ZTi90 3WI11.NINd *** 1?1 cM NOISSIWSWdl. *** Miami Shores Village Building Department 10050NY-2ndAvaaue Miami Shores,Florida 33138 Tel:I(305)795.2204 - Fax:(305)756.8972 .. .. ,�. .. .. �. .: .•• � Permit No: � ^�� : •� m e BUILDING CRITIQUE SHEET i al p i r.�- ti .• Ili V\ a .M-1W SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date-i 18 Time Type Insp n ` Permit No. 0-3— (o-3 1 Name 00 f- C Address ` . / Company Phone# For Inspector:11 I IC(. Name&Date Approved ! ❑ Correction Re-Insp'n Fee ❑ Miami. Shores Village Building5 10050'NY-2nd Avenue Miuni S om,FI n7953138 .2204 Fac:(305)756.8972 �.:.. 3.) Permit No:. � U,DPgG CRITIQUE SHEET a 612 ,b L4 � ' iviianu Building • . 1 1 t 10050 14M.Ud Avl y > Wla=i SborC4 Fiod& 33138 BUILDING CRMQUESHEET t 02 ' l t 1 Miami Shores Village Building Department 10050 NX.2nd Avenue Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 Permit No. JO f2_3 "-g Job Name BUILDING CRITIQUE SHEET Me IL T Ir TaN Laim ' Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 Permit No. AOP/ � ob Name AIR P-9 rMr sr/v�' BUILDING CRITIQUE SHEET S - / ® 5'P2( ' ® � �- s �. RA OQ ItLio r ye s �--v 1 Aww to O'.. PY t� Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 Permit No. 1.3— ! Job Name BUILDING CRITIQUE SHEET 6 Oil 13) pl.*!; all r JOAL"A' god m lc A fV t 4md&uel -a4a--1 d,&gk.�-z ®'�- 1 0 FILE No.756 04/21 '03 15:00 I D:MIAMI-SHORES_V I LLAGf____ FAX:3{}57568972 RAGE 1/ 1 -Sf AA Ir � _ n awn PH v C A JAI 5p cr 4 roof pY i Jg n oLff J L7;jile "I/Y PVP4w+4 m►aopod114 oil I T"M *NJ$WM ano laonaav Ji Ain odgo$Do ="fox iii WS ea raft$N pIm I "�+dHn�,3t1ti.l.S � moMomnw �- a E?N1QWn`�d . '�ttolN�dHoSY� IOULL037E3 - enoamvivLosin 3DNINOx BOO A8 NOl.W38 !l d0 BHN JAMU IRR SHINOZ 1 lownins 0 0 1L�i'.>r9ddV 3d?' 771A SMIOH8 TWIN a 3NOM ss��aov •a��w�a INvormw �, gmucod sor • CRITIQUE SHEET JOBADDRESS S�s��Jtl ��. • APPLICANT PERMIT NO. ADDRESS: PHONE# MIAMI SHORES VILLAGE `APPUCA'IIOt4 BUILOING/ZONING DEPARTMENT— SECTION BY DATE SHEET OF 4 ZONING MISCEUANEOUS ELECTRICAL MECHANICAL PLUMBING ' FIRE PUBLIC WORKS • STRUCTURAL _ BUItDIKQ OFFit�AL t. "ect to ooMpRanas with aft Federal.State Coanfy.VWA24 tptes tad tegntaUWA.VRMge awaits* no tesponsiblRy for aacutdcy oflot results frac . . these dans. 2. This copy of plaits mat ba aYat able w buRdin9 site at to Inspection MR be oondacted DATE zoeud it a ' COMMENTS INITIALS �i "9( u,%J1dK W+T lvd-r AW6 L Am 1- 2 avy. do 69AO - 4)xycz r-i'7"IOV6 o Jk k5 _ � � Cp1�6s2 c 1oC-+V- l d VrEY 7eee-d--5 - -.-=. CRITIQUE SHEET JOB A00FIESS 1.�! "l+lW !TM('11��/�VC7�+ PERMfi•NO. APPLICANT p tEs9: PHONE 6 MIAMI SHORES VILLAGE ~APRLiCATlON t:[S E'' sUiI.DINQ/ZONING DEPAFITMERV 8EOTION BY om SHEET-.OF Z Mlsd menus �EQTRtOAL MEOHMIOAL PLumal 3 KRE pUBUC WORKS s'TRUoTURAL SUILOINQ omtiM • �, tc anatpttanet w�aiE t�Qnml,Efate ��etagcdaflacw.t+fttngnessuma cn'�asl6ll�Y tot itwmtl cunt t"tb tot titase(i�. �, Thie adpr of ptaaa meat fsa atttlafda n 1w�afnQ attn n<ac i�upae�on�tft do aoadadne OATS COMMENTS tNrr(ALS L a 145•Ca✓r� --r ------------ O S a i I D Qieov s 3 /l�a.�� G a�H.a+•ti g ,t,`�t - f'(i�i tlr t� '�bl" l`(, Ae �! G� OIL - �'Pqufio�t ' 4 =36tid HT-AB >10 „Tb.00 0 iT T b90889?SM Xl TO:9T 8"o ST9 3WI1 300d 35dd 3WI1 'ON 3000 '1H101 M/XJ. WiS NOI1dOM 3QOW IWIS 3"II3 —:—=213WI1 9 T8T Ntz*****fl Z26899 SM Xtl3 IA-S3210HS-IWHIW:QI ?A:9T 80. 80ib0 3WI1 1NINd *** i&k 38 NOISSIWSWdl *** • CRITIQUE SHEET Z)-3 JOB ADDRESS 1.3is c -y" de-v4. APPLICANT Lot/ tw 4Eyf , � PERMIT NO. ADDRESS: PHONE# MIAMI SHORES VILLAGE ~APPLICATION S SulLOING/ZONING DEPARTMENT SECTION BY DATE SHEET OF._-- ZONING MISealANEOUS ELEOTRIOAL MECHANICAL • PLUMBING FIRE I PUBLIC WORKS STRUCTURAL _ BUILDING OFFICIAL t. Subject to compliance with aft Fsd=4 State • CocxiilL teles Ind rogutatlons•Ygfatge assume no responsthwty for amfor affor results frac . . these pians. 2. This copy of pleas mut be aVatttb(e a building A*at no lnspecdon w<if he oandacto DATE z0xjs,1 V a ' COMMENTS INITIALS -YZ30 3 r� N "'4-/ hen s'�•,, )IV LY �Ai°�d VQW I re 01e jOr t ve�v art A% ��x--5 a�` a 4e " �E 6V6 s 1-30rXI Gu/e?L/ no v ci) 4k4(.1/c,*&4�e,.s/q0r,04-c (0414 lows 6444&s-S cit 'rQC4 Jago Ve 1210 - ? OC`(P�.f'ra� CC�r�-ioc � S�oti�d S�tvw 6�5� �� of t/. C®u•t45 react` �e e ' s E FE-05 M-42c'A"_311 f t� 2 l J0-Z cam: 1Q l«elm• gZSCayv►e f 1ild, ' D3._':: TVI.?-- OF Rw ::.w' YhZC6t. l vl f /Ytcl�1� 1 vl Se� �� /� e d Ply � 9 ... ` � /e hle-ek r . Qddve.4 � p11one In - y ' aYe sehed u/ed aS -/2' Where 5,hmo i aoe 5r -rVH4 7'— Max, Pre c mp Dire �eb �� wdue, VI-3 i ua l ris es 2,o"Po p,s Awed owS .recale,u 0 Yee-, S Ulf-1,6 Ao tit` P/ate 5A(IW*5 m4 5cheduC d), e-aa a Se beK ro 1-he c�rcu lir ova ! 2 ( PrQ <n s 1 oes. all... w *** TRANSMISSION REPORT *** PRINT TIME 03/12 '03 12:09 ID:MIAMI_SHORES_VILLAGE— FAX:3057568972 U*****2AN 181 L TIMER=—:— FILE START MODE LOCATION STORE TX/RX TOTAL CODE No. TIME PAGE PAGE TIME 369 03/12 12:09 TX 93052638064 1 1/ 0 00'43" OK ERROR PAGE= A 47 �o ��NSA NZP�.,/''t2ly,N� •per/ � ��(�,/ , '.ov `lam -5ao6 krg�ys(J�u4o%,te1. 10�,z �- lirm ~ f/ s,y1 � l S~y.S ' 'Y oV 9/-,4m s vas a, S` /;.1 . . •f�U�cdttf C--.�'J �fpfrraf•?�Jd+..d .-�0 /,.FS�op.�i''Z � �•SY? ..� •� �d?f• �� • �'� N'/I•bN/./x"70 100 /�a/t+N ,S e'7�✓� 'X��/l/ ��(, r j�l'3.��'�S 7/0� m old o v ;!.p 'Vve�dV �4��? Z '`� 't°/� "`.' '�.� l�✓ a�taa n /N� �y/ 'p / p y q !d i • ; r; . ,,�,.�o/y a/ i f u, •vv aN �Ic/ �fss'''ppr� -40 ' .?'a:��f . . .. • } 3aJ:1'�QZ�53dAOEE= V'03 • c _ �`� ra 3D.:-E=' p., ars ��s Sb - chi f tri :=nsor :-:• . 1-0t f . 4 •g'` PERMIT APPLICATION move �f Mister Perrot iv o. , ubsi41azyP rMi No. INSTIZUCTIONS The following steps nitist be laken to obtain a perinit froin the Nfliand Shores Village: ee e e e Step 1. Complete the attached permit application which mustlia sig24yi th®p }iawne'r and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of£iotfr kpl cation' If rEofing w&k will be done,a roofing application must be submit- ted along with this permit application. � Step 2. Submit the completed a0lication with all necessarydocuments to the Building,Planning and Zoning Department for processing. During the processing of your application,you may be asked to submit additional information. w ton I I <Job Address: Address Apt. City State Zip Folio Number scription of Work Lot Block Subdivision 6 /K PB PG Zoning Linear Feet Current Use of Property Square Feet Units Floors _ Proposed Use of Property slue of Work Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT TYPE (✓) PERMIT CHANGE (✓) TYPE OF MANAGEMENT (✓) Bull D Ch&Contractor New Construction Enclosure Electrical Renewal Alteration Exterior Repair Mechanical Revision Alteration Interior Demolish Plunblng Extension Relocation of Structure Shell Only LPG% Supplement Foundation Only Add'I Attachment Roo Ikeinspecdon Other Add'1 Detachment Fence Other Other ARCHITECT ENGINEER // Name Nam License No. Licepse No. Address Addresses c/. Telephone Telephone Fax Fax PROPERTY OWNER CONTRACTOR Name Name QM Address Tvk% s\lj �� 5�c e.�• License No. ,,J&06 0O0 Address Home Telephone BusinessTelephone 3 G 5 �90 Teel/epho _Vrlc)�o�' F Fax l Sol - q S Quallfier Name Page 2 - PERMIT APPLICATION 1. DO NOT BEGIN ANY WORK WITHOUT HAVIING RECEIVED-YOLI /ALHIAP;-D PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m.to 6:00 p.m.,and Saturday from 8:00 a m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINJAVM,)IN7i;^CkW,WF.FArA1jD SANrI'ARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SIiALL BBAW FR Ee R2e M DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING"DAMA(iET;Bx EQUIPhiEIiT9R VEHICLES,AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street'sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. i 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building,Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services(HRS)approval is required for applications involving septic tanks. Department of Environmental Resources Management(DERM)and/or Miami Dade Water and Sewer Department(MDWASD)approval is required for applications involving sewers. i i Application is hereby made to obtain a permit to do work and installation as indicated. I,the OWNER of the property,certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. t I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further,I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent(50%) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent(50%) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER• Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than$2,500 or intend to obtain financing,you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1'Floor,(305)679-1078. Once recorded,the Notice of Commencement must be POSTED AT THE JOB SITE in t accordance with Section 713-35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and j Choosing a Contractor. STATE OF FLORIDA, MIAMI-DADS STATE OF UNTO. OF MAW-DADE Signature of Owner Signature Print Name Print Name Swan to and subscribed before me this�LL_—day_` Sworn nt and subscribed before me this day o n f Nom c- da Si ,��NoW b - f orida SEAL: 4F • Nb�n W180W SEAL: flAy Corruniasi I D0150048 ExpWa Novel 18,2008 -��r� Expires November 15,200 Personally known OR,Produced Identification Personally known OR,Produced Identification L/ Type of Identification Produi Type of Identification Produced Page 4 : : - • PERMIT APPLICATION OFFICE USE ONLY C � SR.a SSi6 ❑ OWNER-BUILDER FORM ❑ PROOF OF OWNERSHIP ❑ CONDO ASSOCIATION APPROVAL (Attach) . • Attach)• • n (Attach) s � � n t7pC o Ll FIRE DEPARTMENT �] HRS on/PEpJ0 AP1iR0VAL ❑ BPR APPROVAL(Restaurants) APPROVAL(Commercial/ (peptic/Sewer) multi-family) ❑ CONCURRENCY ❑ IMPACT FEE ❑ CONTRACTOR REGISTRATION (New Construction) (New Construction) (On File) ❑ OTHER ❑ OTHER (Specify&Attach) (Specify&Attach) $3.00 per page(Scanning Fee) $ Miami Shores Village $ Bond $ Metropolitan Dade County (C.C.F.) $ (sq.ft.=x1000 x 0.60) Inspector State Educational Fund $ (0.005/sgA) State DCA(Radon) $ (0.01/sq.ft.) Code Enforcement Fine $ Zoning Review $ Notary $ �� TOTAL $ Pd a s.0a . REVIEWED AND PREPARED BY: DATE: SECTION BY DATE Zoning CONDITI1 Electrical Mechanical o fJ o Plumbing Fire Public Works StructuralZ L46- O Building Official Revised July 2001 10050 N.E. 2ND AVE.,MIAMI SHORES,FL• (305) 795-2207 •FAX(305)756-8972 • http://www.miamishoresvillage.com r`f s�,y�oR,Fs`Q�► mass MiamiSkore-i Va%2 � ORDEVELOPMENT ORDER �IiDp' CASE #PZ 02-1121-01 _- APPLICANT: Latin American Investments �• ADDRESS : 9495 Biscayne'Boulevard Whereas, the applicant has filed an application before the Planning and Zoning Board on the following described property: A portion of Lot 4, Township 53 South, Range 42 East described as: Commencing at the southeast intersection of Biscayne Boulevard and 95th Street and running thence east along the south side of 95th Street 62'; thence south at right angles to 95th Street 140'; thence in a northwesterly direction in a straight line to a point on the east side of Biscayne Boulevard 140' from point of beginning; thence northerly along the east side of Biscayne Boulevard to point of beginning, according to the Public Records of Miami-Dade County, Fl. A.K.A. (address): 9495 Biscayne Boulevard The applicant sought approval as follows: site plan approval —new house. Whereas, a public hearing was held on November 20, 2002, and the Board, I after having considered the application and after hearing testimony and reviewing the evidence entered, finds: ,o 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the conditions agreed upon at the �1 hearing and that the applicant must satisfy all applicable Miami Shores Village codes, Miami-Dade County Codes, and the applicable ''� o ,y A building and life safety codes required for development. In addition, the following terms and conditions are imposed: the citing of the house is approved. The remaining site plan will be considered at another hearing. Passed and adopted this 20 day of November, 2002 by the Planning and Zoning Board as follows: Member Crutchfield Yes Vice Chairman FernandezYes Member Sastre Yes Member Shockey Yes Member Abramitis 1%6 _ Chairman Planning and Zoning Board N r 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON TILE JOB SITE AT TIME OF HAST INSPECTION CFN 2003RO377554 OR Bk 21325 Ps 1597; (Ips) RECORDED 06/12/2003 09`•40432 ' PERMIT N0. TAX FOLIO NO.—// HARVEY RUVIN r CLERK OF COURT MIAMI-DADE COUNTY+ FLORIDA { STA'T'E OF FLORIDA: LAST PAGE 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 informadon is provided In this Notice of Commencement: 1.Legal description ofproperty and street/ rens: i 1 A r -00 2. Description of Improvement- y0ef jell'$1 3.Owner(s)name and address: e-a Interest in property: D r A,��tit Name and address of fee simple titleholder. 4. Contractor's name and address: v �/ A .i=OF FL ♦�' cE.s P 5. Surety:(Payment bond required by owner from contractor,if I Es y CERTIFY that this►s a Gepy or rhe �� o Name and address. Wed in this office ons da of gv J,�. 0_.� , AD 20 Amount of bond$ WITNE Yh andOHiciei8 at ,� woaow�nux C 8.Lender's name.and address: Cows nd County Cow D.C. 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.,Floridatutes* �� f7 Name and address: 8. In addition to himself,Owners designates the following person(s)to receive a copy of the Uenor's NNOWIS provided in Section 713.13(i)(b), Florida Statutes. Name and address: 9. Expiration d of Is Notice of Commencement:(the exp is the date of recording unless a d Signa:Zei uf Owner Print Name 6Prepared by C ew Sworn to and subscribed before me this. day Of . 20a&, Address: Notary Puc t7 ar Print Nota N 1/ My commission expires: OVA% 8940M 123.01a2 vaoea 8W 16. Miami Shores Village Building Department Change of Contractor ] Permit No. ,D� s .163l Owner's Name(Fee Simple Titleholder) ��rr'f'� Zope-z Phone# ?2?/0 c�"9� S�5 3 ZL Owner's Address 77/ t JW Cityi 19rn State Zip .3'3166 Tenant/Lessee Name — Phone# Job Address of where the work is being done) `7`�Sr � �✓�e !o'!Ub► City r f-. County X1,tQw, . "ip Legal Description s- S3 4 2 .3 C L o 40!/ )07 t,/ P03 D /.3 -$ F. co r Ir 14 If OlVd. r 19-/ ,� ��e. 9s-t-� d.��t� S. .a x i1/o F7 �/ -.4.,IV. ( lvz� �y I y p©Po�3ne# Contractor's Compaby ame br o , Contractor's Address9w C9 City �'" State Zip .3 3v 0 Qualifi Describe Work: Co, /yt1C�/ott 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 g 1 involvement. Signature Signature �orAgent Contractor The foregoing instrument was acknowledged before me this �3 The foregoing instrument was acknowledged before me z this-2-'6 day of 20 ,by day of20 63 by , who is person ly known to me or w has produced who is pe orally known to me or who has produced_ As identification and who did take an oath / as i tification d who did take an oath. NOTARY LIC: NOT Y PUAIC Sign: Sign: Print: Olga L.Betallcout t Print: os •• er My Commission Expires: , Hxpiies May��2006 My Commission expires: � •''Com� � Court °`" Bonded Tluu 3 Q` g� 12033& OF F� tit Bonding CO.-Inc. '�i'F �Q�� 22, ZQ06 �h t�� At13II O�p.0�� Bo rru` �rrnrti�� ALI3IIt{C$O�TTh,Tti �ci&sYrk&fc&&�tsYfi&sFYY9i&3i&��sk�tY�t�ei4irkArk9ixf�r�tYahkYi�t�r3tYk9F4cYc&&r&4i9iYsY�Ck&�if�iic�CYnY@YiY4itntc4i4iYTt�rYY4i4iu&fitricTisYYikic'r��i&'t�t�r' i�rd�&&& Rev. 08/15/03) y ADONAICONSTRUCTIOON ROOFINq, INC. AUG 2 2 2003 August 21,2003 ----------- Miami Shores Village 10050 NE Second Ave Miami Shores,Florida 33138 Planning and Zoning Dpt. Dear Inspector: I Clara T. Garcia, qualifier of Adonai Design& Construction, Inc. CGC # 060660 request to release the permit # BP 2002 . 631 for New Residence located at 9495 Biscayne Blvd, Miami Shores ,my company will not continue this work for contract cancelation between owner and contractor. Thank you, C bra G STATE OF FLORIDA COUNTY OF DADE THE FOREGOING INSTRUMENT WAS ACKNO EDBEFORE ME THIS 21st, DAY OF AUGUST, 2003 BY CLARA T. GARCIA, WHO PRODUCED A FLORIDA DRIVER'S LICENSE AS IDENTIFICATION. INNERANZAMMDOZA 0 cce9s4 ' u.2W3 E(PIS RANZ M NDO A "Dow 2867 S.W. 69TH COURT 0 MiAMi, FloRidA 33155 o TEL (305) 263.8085 o FAx: (305) 263.8064 r 4-000 ADONAI D ST k,. CONNSTRUCTION RECEIVED ROOFi Nq, INC. AUG 2 2 2003 August 21,2003 ' ""--"' Miami Shores Village 10050 NE Second Ave Miami Shores,Florida 33138 Planning and Zoning Dpt. Dear Inspector: I Clara T. Garcia,qualifier of Adonai Design& Construction, Inc. CGC # 060660 request to release the,permit # BP 2002 . 631 for New Residence located at 9495 Biscayne Blvd, Miami Shores,my company will not continue this work for contract cancelation between owner and contractor. Thank you, Cgra STATE OF FLORIDA COUNTY OF DADE THE FOREGOING INSTRUMENT WAS ACKNOW WED BEFORE ME THIS 21st, DAY OF AUGUST, 2003 BY CLARA T. GARCIA, WHO PRODUCED A FLORIDA DRIVER'S LICENSE AS IDENTIFICATION. WWW"�oorsarr�aa MMOOZA GC89S Ell qK 0 2003 SP RANZ M NDO A "am 2867 S.W. 69TH COURT ®Miami, FloRidA 33155 TEL• (305) 263.8085 • FAx: (305) 263.8064 HOLD HARMLESS Date Miami Shores Village Building and Zoning Department Miami Shores,Fl 33138 RE: Property loc,#�ted at(addres and legal descrip ' ) 7 /.J' . P Gentlemen: r e I request the cancellation of permit number31 issued As le al own of subject p p rty, q to S for the following reason: Date of last inspection: I hereby apply as owner-builder,or authorize(new co or) � o0s to apply for such permits as necessary to construct or complete the construction on subj gt.property. I agree to hold Miami Shores Village,its agents and authorized personnelharriildss and rEHere them from any responsibility or liability for any legal action or damage, cdsf or expense (including attorney's fee)resulting from the cancellation of the existing permit or the issuance of anew permit. I furthermore assume responsibility for the correction,.if required, of work perfbrinecl under the permit for which I am requesting cancellation. Very truly yours, Prime contractor(only if subcontractor holds permit or if hange of qualifier). ' (owner' ignature) (signature) I:&Z,6 tr bc (print name) (print name) STATE OF FLORIDA COUNTY OF DADE: The undersigned,being the first duly sworn,deposes and says that he/she is the legal owner of the above property. Sworn to and subscribed before me this day of C4,-) Notary Public, State of Florida at Large e A Commis 113,2007 B •rte 'rhmN`' A 1 r Emilio R. Pinero r r e INSPECTION SERVICES 9530 S.W.29#'Street Mimi,FL 33165 Tel(305)227-9940 Fax(305)554-8327 January 2 2004 Village of Miami Shore Building Department Miami,Fl RE: Project Site 9495 Biscayne Blvd. Miami, Shores Dear Sir: I have inspected the project located at 9495 Biscayne Blvd. Miami Shores until December 31 2003. Please be advised that Engineer Roberto Cobas,will from January 12004,be performing the inspections of the project,therefore Engineer Cobas is release from any liability prior to December 31 2003. Sincerely, E o R. Pmero r ' Robert Coba P.E. Civil-Structural Engineer State Certified General Contractor. December 19,2003 Village of Miami Shores. Building and Zoning Department. Miami,Florida. Re: Single family residence. 9495 Biscayne Blvd. Miami, Shores,Florida. Gentlemen: I have inspected the columns and roof tie beam of second floor and found them to be in compliance with Florida Building Code and approved Plans. Should you have any questions or need additional information,please do not hesitate to contact me. I l cerely ------------------------------- Robert Coba P.E. #24528 14551 S.W.296 ST.MIAMI FLORIDA 33030,CELL.305 345 4629,OFFICE 305 245 7673 nos_ 'Ne ; r DISPLAY THIS CARD ON FRONT OF JOB MIAMI SHORES VILLAGE IL IN P RMITp E PERMIT # � ZQa,� « /A DATE s.food M OWNER �9 r�ca� s ADDRESS IVA .y sisc 9�S a CONTRACTOR j h( k, s PERMIT TYPE rd MR "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 STRUCTURAL MECHANICAL ----0,14 ------ A/C Ph a , 66 ccnft no goo wnr+�+rn�wrr Gw�n�5.y�r„ �s 5 N ' , aw s: NA - e�ore SYs w f r Xr q..,`D- - r I Y 4.4 ry L r dhl r.Elr w `al PPI .. �, aL - ' qr 0 00 t 1/ 464 i ZAMft Nwl e " - Fit e � >F� 'ala ' � ► 1 FOR INSPECTIONS CALL 305-795-2204 NSPECTION REQUESTS ARE ACCEPTED DURING THE �5 HOURS OF 8:30 AM TO 3:30 PM FOR INSPECTIONS THE FOLLOWING BUSINESS DAY. •a pIig i CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS BUILDING CAN BE USED FOR ANY PURPOSE k' k 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 BACIONG SO. LEDGE FASTENER WITH PROTECTIVE COVERING 12" PERMIT 18" PERMIT MIN. 4' MAX. MIN 5, OR ~-OR-� 2"x4" t t t t MIN 18" fr PENETRATION v FASTEN TO BACKING AS INDICATED ON CARD Miami Shores Village M Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204- Fax; (305)756-8972 Permit No. BP2003-631 Date 4/18/2006 Temporary Certificate of Occupancy The following address is issued a Temporary Certificate of Occupancy Name: Jorge Lopez Address: 9495 Bisc@3me Blvd City Miami Shores State Florida Zip 33138 This Temporary Certificate of Occupancy is issued for the above address and is good for nine (90) days only. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. The following items must be addressed and a re-inspection scheduled and passed within ninety (90) days before this certificate expires. If a complete Certificate of Occupancy is obtained within ninety (90) days the building is presumed safe and ready to be occupied. Building Officials Approval: See attached list for pending items: (Rev.8#02/05) 1 8 � Miami Shores Village Ila Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204.- Fax; (305)756-8972 Items to be completed for Final CO approval April 18,2006 9495 Biscayne Blvd Permit No.03-631 Contractor: Landscaping p g 1. Revision of landscaping sheet LP showing as built location of landscaping 2. Complete all landscaping 3. Final Inspection Building: 3. Pending Revision sheet A-1 for removal of shower in bathroom by pool area 4. Revision of location of kitchen sink and stove 5. Final Building inspection Acknowledge By: 2 Miami Shores Village Building Department 1000050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fag:(305)756.8972 BUIEUDINGRIECEIVED = Permit No.RDF03 G.3I PERMIT APPLICATION X 0 2006 . Master Permit No. FBC 2004 B - Permit Type(circle): ilding Electra ing Mechanical Roofing Owner's Name(Fee Simple T er) 1Q8 bTPhone# ® 'Cap —nett Owner's Address �7'�-S /•� y�t�' ry City �l� J Ae� State zip TenantlLessee Name Phone# Job Address(where the work is being done) - City MgMi Shores Village County . Miami-Dade zip 3 ) G FOLIO/PARCEL# Is Building Historically Designated YES NO i Contractor's Company Name Phone# Contractor's Address i City zip L _ Qualifier Name Phone# - State Certificate or Registration. Certificate of Competency No. Architect/Tngmwr's Name(if app cable) Phone# I Value of Work For this Permit$ Square/Linear Footage Of Work: Type of Work: ❑Addition ElAlteratio []Neve 0 Repair/Replace Demolition Describe Worla- Submittal Fee$ Permit Fee$ CCF$ CO/CC Notary$ Training/Education Fee$ Technology Fee$ Scanning Radon$ DPBR$ zoning$ Bond$ Code Enforcement$ Double Fee$ Structural eview.$ Total Fee Now Due$ 8 1 -0. See Reverse side- I Bonding Company's Name(if applicable) Bonding Company's Address City Stag 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 m 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 COM3MCEMENM" 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. o, a certijied copy Qf the recorded notice of commencement must be posted at the job site for the first inspection which s (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv a r tion 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. NOT AR PUBLIC: NOTARY PUBLIC: N LIC-SATE 1tIDA Yorleny Sign: dez5 sign: Print: 27, 2 Print: My Commission E My Commission Expires. oY3ra4aYsrdr4aUY,U,h4r4r9r&ir�i ,ksY,ksYrrlrirr �r4r4rsr �rrfr�aa�clr �trdr�ririr-xstr�rsnr�e3e&�raYsrirtisYTr&atrdrsinxr,Nrtr�rir�rlrlrlrk�rir�rfr�rlr,�nhiriririrlrTrsklrfrlc�raYsTrtnYa APPLICATION APPROVED BY: r Plans Examiner Engineer Zoning (Revised 02/08106) , . Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit Permit Status:APPROVED Issue Date:5/13/2003 Expires: 12/31/2006 Permit Number: BP2003-631 Owner's Name: JORGE LOPEZ one: (305)608-9180 Permit Type: Imported Permit Parcel#: 1132050070010 Work Classification: Building Block: Lot: 4 Job Address: 9495 BISCAYNE Boulevard Section: PB: 53 SOUTH Miami Shores Village, FL 33181 Contractor(s) Phone Primary Contractor Total Square Feet: 0 BROCO, INC 305-345-4623 Yes Total Valuation: $ 350,000.00 Comments: R uired Inspections NEW SINGLE FAMILY RESIDENCE Zoning Final REVISION 5//8/2006 Final Building Final Building Landscaping Additional Information NEW CONSTRUCTION Footing Columns Roofing Slab WINDOWS Framing Wire Lathe Framing In consideration of the issuance to me of this permit, I agree to perform the work Insulation covered hereunder in compliance with all ordinances and regulations pertaining Insulation thereto and in strict conformity with the plans, drawings, statements or specifications Drywall submitted to the proper authorities of Miami Shores Village. In accepting this permit I Drywall assume responsibility for all work done by either myself, my agent, servants, or Drywall employes. I understand that separate permits are required for ELECTRICAL, Footing PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING NEW CONSTRUCTION POOL work. Fill Cells Columns OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that Roofing all work will be done in compliance with all applicable laws regulating construction Roofing and zoning. Futhermore, I authorize the above-named contractor to do the work Doom stated. Fees Due Amount Invoice Number Amt Due Amt Paid CO/CC $75.00 imp4406-24517 $75.00 $75.00 Revision $75.00 imp4-06-24518 $81.00 -e3l.uc) Scaning Fee $6.00 Total: $75.00 Total: $156.00 1 8 r%a RAID Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the 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. Applicant Signature MIAMI S'hORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Bu' di g Inspection Request Date /�o� Type Ins.'n-Ftt-M 1 fVJ PermitNo. J Name e Address q S Company V Phone# Inspection Date q ltj& Approved dk Correction ❑ Re-Insp'n Fee ❑ n � Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL t RioA Phone. (305)795-2204 Fax. (305)756-8972 �I S r: IN s,. � a � � 1-;i ,t tll 3,r '!A^'• Inspection Date: 03/09/2006 Permit Type: Imported Permit Inspector: None, None Inspection Type: Zoning Final Owner: LOPEZ,JORGE Work Classification: Building Job Address: 9495 BISCAYNE Street Miami Shores Village,FL 33181 Phone Number (305)608-9180 Parcel Number 1132050070010 Project: <NONE> Block: Lot: 4 Contractor: BROCO, INC Phone: 305-345-4623 Building Department Comments Set Backs are okay Inspector Comments Passed 100fW 0 Failed El Correction a Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Thursday, March 9,2006 Page 1 of 2 . ... . . ... % .. . . . % .. . . . . . . . . . . . Robert Coba P.E. 00 Civil-Structural Engineer : : .' . ' : : : . : : :. State Certified General Contractor. :0o o :�0 000 00so • . . . • . • :00 000 December 19,2003000 '.' . . . . ... .. Village of Miami Shores. Building and Zoning Department. Miami,Florida. Re: Single family residence. 9495 Biscayne Blvd. Miami, Shores,Florida MAR Z o Z�5 Gentlemen: I have inspected the columns and roof tie beam of second floor and found them to be in compliance with Florida Building Code and approved Plans. Should you have any questions or need additional information,please do not hesitate to contact me. tincerely Lll ------------------------------- Robert Coba P.E. #24528 14551 S.W.296 ST.MIAMI FLORIDA 33030,CELL.305 345 4629,OFFICE 305 245 7673 . ... . . ... % .. . . . % .. . Robert Coba P.E. ' •'• • ' • • "• Civil-Structural Engineer State Certified General QDAtradtor• . . . . . . . . . . . . . . . . . . . . . October 29,2003 Village of Miami Shores .. . . .. ... .. Building and Zoning Department :.: : : : 9 V '. Miami,Fla. . . . . . . .. . . . . . ... .. Re:Single family residence 9495 Biscayne Blvd. Miami Shores,Fla. Gentleman: I have inspected the shoring on 10/30103 and have found them safe to pour 2'A floor slab.- Should lab:Should you have any questions or need any additional information,please do not hesitate to contact me. incerely Robert Coba P.E.#24528 AAR p Z�5 14551 S.W.290 ST. MIAMIA,FI,A 33030*CELL 305 345-4629*OFFICE 305 245-7673 L 0 00-0 468 E.9 STREET• H IALEAH, FL 33010 •• •• • • • •• ••;t. P.O. BOX 1418 • HIALEAH, FL 33011-1418: ' • '" PHONE:(305)885-4966• FAX(305)885-4969 • ••• I*P Permanent Notice of Termite Protection ... • . • .. (As required by Florida Building Code(FBC)1042:7) .' ' : : ' • . ••• • • • .• . . . •• ••• .. This structure has been treated for the prevention of subterranean termites by the move named company. An annual inspection and a renewal of the annual termite protection contract is necessary for continued protection. Call the phone number above for inspection and contract renewal Q'A-CF—S 2f� iS jr(Et— "4y<A Address of Trifatment or LoMock of Treatment WAR Z p 2jV5 468 E.9 STREET• HIALEAH, FL 33010 •• •• •• ••f:,• P.O. BOX 1418 • HIALEAH, FL 33011-1418 ; % ,• ' a kv- PHONE:(305)885-4966 o FAX:(305)885-49690 ••• Certificate of Compliance for Termite Protection . . ... . . • . . . . (As required by Florida Building Code(FBC)1836� •. ' : : ' V . . ... . . • .. • • . •. ... .. Address of treatmeht or Lot/Blk#of treatment 77f Method of termite treatment-soil barrier,wood treatment, bait system,other(describe) The building has received a complete treatment for the prevention of subterranean termites.The treatment is in accordance with rules and laws established by Florida Department of Agriculture and Consumer Services. Authorized Signature MAR Z 0 2005 468 E.9 STREET• HIALEAH, FL 33010 •• •• •• • < < P.O. BOX 1418 • HIALEAH, FL 33011'-1418 • 1, PHONE:(305)885-4966• FAX:(305)885-4969 •• 4 • Notice of Preventative Treatments for Torr N09•; ••• ••• ••• • (As required by Florida Building Code(FBC)104.2:6} •. • .• : : • : : V. • • .. • . • • • . e • • • . • • Address of T tment or Lot/Block of T atment •• ••• •• �t,�•�.t,,� Time pplicator Product Used aemical a ed cove ingredient) Number of gallons applied Percent Concentration Area treated(square feet) Linear feet treated ftn;-20 r t*a 1 Stage of treatment(Horizontal,Vertical,Adjoining Slab,retreat of disturbed area) As per 104.2.6—H soil chemical barrier method for termite prevention is used,final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment,initial and date this line_ *'4R D��® .v LG ENGINEERING SERVICES,INC. . . ... . OV c•1•v•I •l Consulting Engineers 2020 Northwest 7th Street Miami,Florida.33125 • ••• • • foe •• . • . • . . • . • . .• . . . • . . • . • . • • . . . . . • • • • • . ••• • • • EN•GhN+E•R Tel: (305)649-6454 Fax: (305)541-3298 February 11, 2005 .• . . . .• .•. •. Bay Contracting Firm • .. . . . . . ... .. 1685 West Ward Drive Miami Springs,Florida Project: TILE UPLIFT TEST Residential Home 9495 Biscayne Boulevard #40 Miami,Florida .r Information provided by client: Permit Number:Not Provided Date-Completion: February 4,2005 Roofing Contractor: Bay Contracting Firm LG Engineering Services,Inc.Project Number:LG05-0397 r (Testing Laboratory Certificate#00-0224.07) Dear Sirs; r In accordance with your request and authorization,a representative of LG Engineering Services,Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106--Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached,rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet,and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Volcan Roof Tile. This tile was reported to have been foamed in place. At the time of this testing,one test for every comer,one test for every 100 square feet of roof tile in o; the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. 4 Initially the entire area of the roof was examine for loose tile. More than 10%of the roof the located in the field area and more than 20%of the roof file at the roof perimeter and corner were physically examined. Cv r-41 .. .. . . . .. .. . . . . . . .. . . . . LG Engineering Services, Inc. appreciates the opportunity of assisting yo;iasispro'ect.*If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. "' '. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . • . • . . . . . ... . . . . .. . Respectfully submitted; .. . . . . . ... .. LG Engineering Services, Inc. ,Mo ad Sonny Salleh,P.F. Prdjert Manager Tnx UPLUT TEST Residential Home 9495 Biscayne Boulevard Miami,Florida ` U1 �w leu ;a Robert Coba.P.E. : .:. :•: ; : .:. Civil-Structural Engineer State Certified General C®ptragto;•• ••• ••• *0* . . . . . . . . . . .. . . . . . . . . . . October 29,2003 '•' • Village of Miami Shores Building and Zoning Department .. . .. ... .. Miami,Fla '• :•: : : : : :• '. Re:Single family residence 9495 Biscayne Blvd. Miami Shores,Fla Gentleman: I have inspected the shoring on 10/30/03 and have found them safe to pour 2"d floor slab. Should you have any questions or need any additional information,please do not hesitate to contact me. incerely Robert Coba P.E.#24528 14551 S.W.296M ST.-*MIAMIA,FLA 33030*CELL 305 345-4629*OFFICE 305 245-7673 • • • • • • • • • • • • • • • • • • 1 ••• • • • • ••• Robert Coba P.E. Civil-Structural Engineer so* ••: .0. 00. .0. .00 State Certified General Contractor. ; : '• ' •' : : ' : : :' • • • • • • • • • • • • • • ••• • • • •• • • • •• ••• •• December 19,2003 : : 0 :0 00 Village of Miami Shores. •• ' ' ' ' ' "' Building and Zoning Department. Miami,Florida Re: Single family residence. 9495 Biscayne Blvd. Miami, Shores,Florida -Gentlemen: 1 have inspected the columns and roof tie beam of second floor and found them to be in compliance with Florida Building Code and approved Plans. Should you have any questions or need additional information,please do not hesitate to contact me. incerely Robert Coba P.E.#24528 14551 S.W.296 ST.MIAMI FLORIDA 33030,CELL.305 345 4629,OFFICE 305 245 7673 IDA PERMIT NO. HEALTH DATE PAID: TREATMENT AND DISPOSAL SYSTEM FEE PAID: INSPECTION AND FINAL APPROVAL RECEIPT rr c_ ISION: PROPERTY ID ———— ——— — — —— —— — —— — — ——— — — — — — - -——— — — — — — — — —— — ——— — — — — — — — — — — OMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. — — — —— ———— — ——— — —— — — — — — — — — — — - - ———— ———— — ——— — ——— — — — — — — — — — — SETBACKS [2] [�1L ] [27] SURFACE WATER FT ,e ] [28] DITCHES FT 6 jI✓ [ i ] [29] PRIVATE WELLS FT / N ] ( f ] [30] PUBLIC WELLS FT [� ] (31] IRRIGATION WELLS FT 7 [ ] [32] POTABLE WATER LINES 'Y FT S �' [ ] [33] BUILDING FOUNDATION FT v ( ] [34] PROPERTY LINES /',X FT ( ] (35] OTHER FT J-1) / FILLED / MOUND SYSTEM [ ] [10] AREA [1]1 3 [2] X202.. SQFT [ ] (36] DRAINFIELD COVER [ ] [11] DISTRIBUTION BOX HEADER ✓ [ ] [37] SHOULDERS [ ] [12] NUMBER OF DRAINLINES 6 [ � ] [38] SLOPES [ ] [13] DRAINLINE SEPARATION — ] [39] STABILIZATION [ ] [14] DRAINLINE SLOPE V [ ] (15] DEPTH OF COVER ADDITIONAL INFORMATION [ ] [16] ELEVATION [ABOVE/BELOW] BM [ ] [40] UNOBSTRUCTED AREA [ ] [17] SYSTEM LOCATION I [ ] [41] STORMWATER RUNOFF [ ] [18] DOSING PUMPS r <I [ ] (42] ALARMS [ ] [19] AGGREGATE SIZE �, �.Q ,t [ ] [43] MAINTENANCE AGREEMENT [ ] [20] AGGREGATE EXCESSIVE FINES [ ] [44] BUILDING AREA [ ] [21] AGGREGATE DEPTH [ ] [45] LOCATION CONFORMS WITH SIZE PLAN [ ] [46] FINAL SIZE GRADING) FILL / EXCAVATION MATERIAL ,, [ ] [47] CONTRACTOR 40 ( ] [22] FILL AMOUNT [ ] [48] OTHER [ ] [23] FILL TEXTURE [ ] [24] EXCAVATION DEPTH ABANDONMENT [ ] [25] AREA REPLACED [ ] [49] TANK PUMPED [ ] [26] REPLACEMENT MATERIAIfY'•ybl ',� �hti"ACL [ ] [50] TANK CRUSHED & FILLED EXPLANATION OF VIOLATIONS / REMARKS: [ ] [ ] CONSTRUCTION APPROVED/DISAPPROVED] : -i'' Z�� '� �)L CHD DATE: FINAL SYSTEM i [APPROVED/DISAPPROVED] : J-�'L'� ^:7,I�.F� Y1� �7C CHD DATE DH 4016, 10/97 (Previous Editions May Be Used) PT 1:Applicam Page 2 of 3 PT 2:Ina'lalie,iCurarect- PT 3:buildiiiy Deportmcn. PT 4:Heattn Department COAST TD COAST INSULATIONf INC . INSULATION CERTIFICATE TO: -TO Zo Z DATE 07 O's RE: 7 �.S ,B�-f'G.CI ✓• LOT. ° BLK: The undersigned hereby certifies that Insulation has been installed In the above described property as follows: 1. Exterlor CBS walls have been insulated with.................................................................Check: ( ) Spray-on Cellulose to a thickness of Inches,which thickness, ( ) Fiberglass Blankets according to ( ) Rock Wool Blankets DensityManufacturer ( �, Aluminum Foil will yield an"R°value of • ; ( ) Polyurethane at bags per thousand square feet. ( ) Polystyrene ( ) Other Exterior(Frame Walls)have been Insulated with............................................................Check: ( ) Spray-on Cellulose ( ) Fiberglass Blankets to a thickness of inches,which thickness, ( ) Rock Wool Blankets. according to ( ) Aluminum Foil Density Manufacturer ( ) Polyurethane will yield an°R°value of ( ) Other 2. Ceilings(level)have been insulated with........................................................................Check: ( OQ Fiberglass Blankets to a thickness of Inches,which thickness, ( ) Fiberglass Loose Fill according to ( ) Rock Wool Blankets Density0 Manufacturer ( ) Rock Wool Loose Fill will yield an°R°value of 11�3 ( ) Cellulose Loose Fill at bags per thousand square feet. ( ) Other Ceilings(Vaulted/Cathedral)have been insulated with..................................................Check: Fiberglass Blankets ( ) Fiberglass Loose Fill to a thickness of Inches,which thickness, ( ) Rock Wool according to ( ) Rock Wool Loose Fill Density ufacturer ( ) Cellulose Loose Fill will yield an°R°value of r3 ( ) Other 3. Interior Knee Walls have been insulated with ................................................................Check: ( ) Fiberglass Blankets to a thickness of Inches,which thickness, ( ) Rock Wool according to ( ) Polyurethane Density Manufacturer ( ) Spray-on Cellulose will yield an°R°value of ( ) Other 4. garage Partition Walls of conditioned living area have been insulated with ..............................................................................Check: ( ) Rock Wool Blankets to a thickness of Inches,which thickness, (X) Fiberglass Blankets according to ( ) Spray-on Cellulose Density Manufacturer ( ) Polyurethane will yield an°R°value of ( ) Other 5. The following areas have not been insulated: 170 ® / o-3 Competency# Competen # (�j .4-:01 1— general Contractor/Builder lation Contractor B FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 ELEVATION CERTIFICATE Expires December 31, 2005 Important- Read the instructions on pages 1-7. 5561 SECTION A-PROPERTY OWNER INFORMATION ForlristuarxaaCernl+t�se BUILDING OWNER'S NAME p4U - r Jorge Lo z BUILDING STREETADDRESS(Including Apt,Unit,Suite,and/or Bldg.IVo.)OR P.O.ROUTE AND BOX NO. Company Nv F trtrtber.." 9465 Biscayne Boulevard CITY STATE ZIP CODE Miami FL 33138 PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Description,eta) A portion of Govemment Lot 4 Section 6-53-42 BUILDING USE(e.g.,Residential,Non-residential;Addition,Accessory,etc. Use a Comments area,if necessary.) Residential LATITUDEILONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: L1 GPS(Type): N NAD 1927 O NAD 1983 N USGS Quad Map O Other. SECTION B.FLOOD INSURANCE RATE MAP(FIRM)INFORMATION 131.NFIP COMMUNITY NAME&COMWNITY NUMBER BZ COUNTY NAME B3.STATE Village of Miami Shores 120652 Miami-Dade Florida 134.MAP AND PANEL 67.FIRM PANEL 1 139.BASE FLOOD ELEVATION(S) NUMBER 135.SUFFIX B6.FIRM INDEX DATE EFFECTIVEIREVISED DATE B8.FLOOD ZONES) (Lone A0,use depth of flooding) 12026C 0093 J 07/17/1995 03/02/1994 X N/A B10.Indicate the sauce of the Base Flood Elevation(BFE)data or base flood depth entered in B9. O FIS Profile N FIRM O Communily Determined O Other(Describe): B11.Indicate the elevation datum used for the BFE in B9:M NGVD 1929 O NAVD 1988 O Other(Describe): B12.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protacted Area(OPA)? O Yes N No Designation Date nla SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1.Building elevations are based on:O Construction Drawings* O Building Under Construction* ®Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2.Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is barn completed-see pages 6 and 7. ff no diagram accurately represents the building,provide a sketch or photograph.) C3.Elevations—Zones Al",AE,AH,A(with BFE),VE,V1430,V(with BFQ,AR,AWA,ARAE,ARIA1-1130,ARIAH,AWAO Complete Items C3.-M below according to the building diagram specified in Item CZ State the datum used.If the datum is diftent from the datum used for the BFE in Section B,convert the datum to that used for the BFE.Show field measurements and datum conversion calCulation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum eversion. Datum 1929 Convers'aXomrents nla Fievation reference mark used MCBM Does the aeration reference mark used appear on the FIRM? O Yes O No o a)Top of bottom floor(Including basement or enclosure) 12.00fl.(#t) m o b)Top of next higherfloor NAL(m) o c)Bottom of lowest horizontal structural member(V zones only) N.ANM) o d)Attached garage(top of slab) 11.01 ft fin) E 0 o e)Lowest aeration of machinery andforequipment servicing the building(Describe in a Comments area) 11.49ft f f)Lamest a4acernt(finished)grade(LAG) 10.65tL011 Z w o o g)Highest adjacent(finished)grade(HAG) 10.721Lw o h)No.of permanent openings(flood vents)within 1 fL above adet grade NA o i)Total area of all permanent openings(flood vents)in C3.h NA sq.in.(sq.on) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information in Sections A,8,and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. CERTIFIER$NAME: Odalys C.Bello-Iznaga LICENSE NUMBER#6169 TITLE:Professional Surveyor and Mapper COMPANY NAME ADDRESS CITY STATE ZIP CODE 12230 S.W.131st Avenue,Suite 20 Mami Florida 33186 SIGNATURE DATE TELEPHONE /� O� (305)2519606 FEMA Form 81-31,January 2003 See reverse side for contin tion. Replaces all previous editions t IMPORTANT: In these spaces,copy the corresponding infonnation from Section A BUILDING STREETADDRESS 01clu lfrg Apt,Unti,Sud,anftr Mig.Na)OR P.O.ROUTE AND BOX NO. f sttb�r- 9465 Biscayne Boulevard CITY STATE ZIPCODE Corgi N Miami FL 33138 SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agentfcompany,and(3)building owner. COMMENTS crown of Road Elevation:9.93' ❑Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zone AO and Zone A(without BFE),complete Items E1 through E4. 9 the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be competed. E1.Building Diagram Number_(Sctect the building diagram most similar to the building for which this certificate is being competed—see pages 6 and-7. ff no dagram aocurately represents the bulldog,provide a sketch or photograph.) E2.The top of the bottom floc(ndudng basement or enclosure)of the building is _ft(m)_in.(cm)❑above or ❑below(check one)the highest adacent grade. (Use natural grade,I available). E3.For Building Diagrams 6-8 with openings(seepage 7),the next higher floor or elevated floor(elevation b)of the building is _fL(m)in.(cm)above the highest adacernt grade. Compete items C3.h and C3.1 on front ofform. E4.The top of the platform of machinery and/or equipment servi ft the building is -ft(m)in.(an)❑above or ❑below(dieck one)the highest Aaoant grade. (Use natural grade,if avallalk). E5.For Zone AO only: N no flood depth number is avaaable,is the top of the bottom floor elevated in acoordance with the communfgr's floodplain management ordinance? ❑Yes ❑No ❑Unknown. The loci offal must certify anis frrfonnation In Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The properly owner or owner's authorized representative who competes Sections A,B,C(items C3.h and C3.i only),and E for Zone A(without a FEMA-ssued or community- issued BFE)or Zone AO must sign here. The staterner&in Secg=A,B,C,and Ears oarectto the best ofmykno iWp. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Lj Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized bylaw or ordinance to administer tl o community's floodplain management ordinance cern compete Sections A,B,C(or E),and G of this Elevation Certificate. Complete the applicable items)and sign below G1.[:]The information inSedan Cwas taimfirom otherdaxune ntation that has been signed and embossed by a licensed surveyor,engineer,or architect who is mflulroed by state or local law to certify elevation inbmatian. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑A cormunity official competed Section F for a building located in Zone A(witltort a FEMA-issued or commun ty4ssued BFE)or Zone A0. G3.❑The following hliomation(Items G4-G9)is provided for community floodplain management purposes. G4.PERMIT NUM3ER M.DATE PERMIT ISSUED G6.DATE CERTIFICATE OF ANCY ISSUED G7.This pemrft has been issued for: ❑New Catstnu�iot ❑Substantial Improvement G8.Elevation of as-built lowest floor(Including basement)of the building is: ft(m) Datum: G9.BFE or(in Zone AO)depth of flooding at the building site is: _._ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31,January 2003 Replaces all previous editions - , t 468 E.9 STREET• HIALEAH, FL 33010 `. :. • P.O. BOX 1418 • HIALEAH, FL 33011-1418 " PHONE:(305)885-4966• FAX(305)885-4969 4 Notice of Preventative Treatments for Termites (As required by Florida Building Code(FBC)104.2.6) Address of T tment or Lot/Block of Treatment CDH Z +z�+'rcJo Paz—.. o A1C Time Jpplleator Product Used Chemical uie0cive ingredient) Number of gallons applied Percent Concentration Area treated(squarefeet) Linear feet treated ±X)lR2oe=dGZ( Stage of treatment(Horizontal,Vertical,Adjoining Slab,retreat of disturbed area) As r 104.2.6—If soil chemical barrier method for termite prevention is final exterior Pe P used, treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment,initial and date this line . Cs�n�c��r, • All State Engineering and Testing Consultants, .Inc. TESTING LABORATORIES-ENGINEERIS-INSPECTION SERVICES-CBENIISTS-DRILLING-ENVIRONMENTAL SERVICES 25 East 4th Street,Hialeah,FL 33010 Tel:(305)888-3373 Fax:(305)888-7443 PROCTOR COMPACTION TEST September 10,2003 -` 03-0715 Latin American Development 7711 SW 20 Street,Miami Florida 33155 Single Famil Residence 9445 Biscayne Blvd,Miami Stock pile at'obs site Tan color silica sand with rock fragrnents Ernesto Vane as TEST RESULTS 03-0726 01 The following compaction test was conducted in accordance with the standard methods for Moisture/Density relations of soil using a 101b.Hammer and 18"drop A-ASHTO designation T-1 80-C �yi 4 5.5 V 111.0 118 " P 6.6 114.5 8.5 116.8 117 116 85 115 w 116.8 114 114.5 6 111.0 113 e� a f A 68.2% 112 B EV 111 as EV R'Q 5 6 7 8 9 10 11 12 Res ectfully submitted by, aseem Quadri P.E.#51481 03 Special Inspector Threshold Bldg. # 1154, ALL STATE ENGINEERING& TESTING CONSULTANTS,INC. Should any subsoil conditions in the property(area)tested be found different from those encountered on the tested locations reported on our Density Test,All State Engineering&testing Consultants,Inc.is not to be held responsible. As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from our reports is reserved. y t All State Engineering and Testing Consultants, Inc. TESTING LABORATORIES-ENGINEERIS-INSPECTION SERVICES-CHEMISTS-DRILLING-ENVIRONMENTAL SERVICES 25 East 4 Street Hialeah Florida 33010 Tel:(305)888-3373 Fax:(305)888-7443 Field Density Test of Compacted Soils ASTM Method: D-2922-81 e Latin American Development g 7711 SW 20` Street,Miami Florida 33155 ~ " -gym 9/10/03 Single Famil Residence 4yM, 7648 9445 Bisca ne Blvd,Miami ..ra4 TO 03-07916 Building for Slab on grade South West area 03-07917 Building for Slab on grade Center area 03-07918 Building for Slab on grade North East area Tan color silica sand with rock fragments � r NMI + ,.. .�_ ' " ' Ernesto Vane as ".. ,x Ernesto Vane as �� s > 1 2 3 y 12" 1215 12" 114.9 115.5 115.2 .,..f 8.0 8.3 8.1 98.4 98.9 98.6 98% 98% 98% t.Y 116.8 116.8 116.8 z n � 03-0726 03-0726 03-0726 .. 0 8.5 Vane as WQ 3 YP 3ppectfully su by Waseem Quadri P.E.# 51481 Special Inspector Threshold Bldg.# 1154 ALL STATE ENGINEERING& TESTING CONSULTANTS,INC. Should any subsoil conditions in the property(area)tested be found different from those encountered on the tested locations reported on our Density Test,All State Engineering&testing Consultants,Inc.is not to be held responsible. As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from our reports is reserved. Miami Shores Village Building Department CERTIFICATE OF OCCUPANCY CHECKLIST Required BUILDING PERMIT CARD - Containing final initials of all inspectors SURVEYS (2) FINAL AS BUILT- Required Items: Elevations of building showing all intended setbacks from property lines and other existing structures. Ingress + Egress required parking spaces, wheel stops, stripping, and all paving to exterior. _ CERTIFICATE OF ELEVATION - (sealed by surveyor) EXPIRATION DATE REQUIRED ON FORM CERTIFICATE OF INSULATION - (must be original) I/CERTIFICATE OF SOIL TREATMENT- (for termite - original) CHAPTER 2913.5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by the Florida Department of Agriculture and Consumer services." VHEALTH DEPT. APPROVAL LETTER- (on septic or private water) Note: If house has a septic tank, approval letter is required from the health dept. (SOIL COMPACTION LETTER- (density reports required) BAe *PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO. Emergency CO (without 24 hrs. processing) additional fee is $80.00. Temporary CO (up to 90 days maximum) $75.00. Residential CO fee is$150.00. Commercial CO is $200.00. Approved Date chc-1/20/05 I I MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Bu 1 ' g Inspection Request Date 1 T}gpe Insp'n I 1ci 10 Permit No. Name Address CLA 169> Company Hm O-g) Phone# Inspection Date Approved ❑ Correction ❑ Re-Insp'n Fee ❑ a MIAMI SHORES VII`LLAGE BUILDING DEPARTMENT ' 305-795-2204 Bu 1d' g Inspection Request oa Date t� r 01 I ' Insp'n (0 �k- d ClZCC( 1 Permit No. Name l�U Address Clq < �N Company f2iblied Phone# 'a{ 4. d Inspection Date Approved ❑ Correction ❑ Re-Insp'n Fee ❑ M R, 1 i a a R —EMM-D ita-po3 - l03 I ® c WW . •.• MAP OF "```•` 5-rFIEFEET 9 �� t ec vim& i9Mtn#4- -A% SUM BOUNDARY SURVEY RNA �- G.DAtiAt .0- PA-INM PDJL.N79-GER TNMXM • 08-09MBASN P.PX.PMMPARQai-MMNM. P.P. PPNWRM PM-PAGE ?oTA� A.pBi1NIHAN�rFIDHTA ��. CL-MM _ IBPAIBQkxp'�C o�-oA�un,,,•��..P� •�..� SCALE: 1 " = 20' 9 .. e,�, SOr P® �•• rlrs armao�us• .xuorae.wovnu� -:-= a- � �w.-aow�Pa••P8.PlATBOp( tT..Pm�raP.ANeNor P.-PUT PAO- OLYNB •PA.&�P0�f0P BE3�6i• R-NA7W8 :�: p,./EM PAM. n" "reP3a�-T- eeioNwuac N r J .;':..� -:`' '19•g• . ivPe.tvrnrrm: ue..um.mPneesar wx-wAON� w.a-wnNPseaaa•3e Property Address: RAW.-MOMBM ®woaoD�c �•�• T PO.Po6 A8-ANLf101tPJ1B8Y®Jf ASN-A .T CA MZK WF=4W 9495 Biscayne Boulevard ''' $ ••P=-Kwowervospa*PALO M'PC 1"` W.F.-"'°°°'�'°� Miami, Florida 33138 �e �' AY P.00.. M a a® BM# eroNDrc�um+r s.� .,_• .P g �. P.LP..FOtAB) '."�.- �Bo. NOMN - NA-NONRACIAL MaWWROLM C20M OWWWAN61 •:•: ¢. ',,, 810.-88T NOD 60M T.-TAMM Certified To: IN Jorge Lopez; Citizens Abstract& O pp QPtom:•• ption: Tile Company; Old Republic 4A portion of Qoverment Lot 4, 1p 53 ,R e 42 east,lying In National Title Insurance Company; E 61 • p Miami-Dade County,Florida, ascribed as follows: Valley Bank, its successors &0 00 o" 62,00 Commencing at the Southeast intersection of Biscayne Boulevard and 95th 5? Street,and running thence East along the South side of 95th Street,82 feet; and/or assigns, as their interest /, :: Fp, 20 "° 1 thence South at Right angles to 95th Street, 140 feet;thence In a may appear. V I t�- : t/�'I.P. t4�.eo) Northwesterly direction In a straight line to a point on the East side of Biscayne vVVV 309•,� u'P . Boulevard 140 feet from the Point of Beginning;thence Northerly along the 0 02, �M� ;' ..Y,•.I $ Two Ax East side of Biscayne Boulevard to the Point of Beginning. J R , of 0 re• /c� Flood Insurance Rate Map(FIRM)Information: Community Number. 120652 Panel Number:0093 Suffix:J Panel Revised Date:03/02/1994 ». Flood Zone:X NOTES: 1:LEGA.DESCRIPTION PROVIDED BY OTHERS.THIS SURVEY Does NOT DETERMINE OR IMPLY PROPERTY OWNER. 2.-THE LANDS SHOWN HEREIN ARE SUBIECr TO RESTRICTIONS OF PLAT OF RECORD.THERE MAY BE ADDITIONAL RESTRICTIONS THAT MAY BE FOUND IN �O . :. v THE PUBLIC RECORDS OFTHIS COUNTY. / ? @ O Y 1 BOUNDARY DLSTANCES AND DIRECTIONS ARE PLATTED AND MEA�IRED :.; s.,� - O S� G 4ISE SHOWN. ELEVATIONS,,7% ARE REaeTO NGVD 1929.p EN 5.-UNDERGROUND n�rnrEMENTS AND UTILITIES ARE NOT LOCATED ON THIS p 't, RESOD 495 9 SURVEY MAP. 6.-PENCE OWNERSHIP NOT DrnMNP®.APPARENT CLEARANCES AND/OR 7 , ENCROACHMENTS ARE NOTED BY VISUAL MEANS ONLY. 7:NO IDENTIFICATION QPS F+WBO ON PROPERTY a worts,uNum OTHERWISE NOTED. a F• EL' x'36 a IS THE INTEND®PLOTTING SCALE OF THIS MAP. 20•ax .. V � F• i••••i ••i••• • •• ,y x�x ''�' 181 9:THIS SURVEY IS EXaL0V1&Y FOR THE USE OF THE PARTIES TO WHOM ITIS • • *000 ••• i • °� Y x'79 10:THIS SURVEY MAP AND THE a313M MOW,O ,ARE NOT VALID WITHOUT 11-E • •••• •••••• i • i :.,.{ \x� SIGNATURE.-1 HEREBY CERTIFY THAT TTTHIS SKETCH OF Y�THE HEREON OF A FLORIDA UCENSED SURVEYOR.AND MAPPER. • • •••••• QTH�tt� y T� DEQ PROPERTY 19 A TRUE AND CORRECT REPRESMATION OF A SURVEY hh _ ' 3 O0 , MADE UNDER MY DBREcrtoN AND sAaD SURVEY MEETS THE MINI M ^;, 22• •••••• • •• •• •• , TEC198CAI.STANDARDS AS SET FORTH BY THE FLORA BOARD OF • • • • • '_ t PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17.6 FLORIDA ••••• • •• •••••• •r •••i•• •••• •••• ��. :" 4 ?` $ •f s w ''`"- ADMINISTRATIVE CODE PURSUANT TO SECTION 4nW FLORIDA STATUTES • • • • • • )-1 rr '> AND IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. •••• •••• io•C0 1 •••••• •••• • • �jl �' "•.•°�`�'';`� .• . ODALYS C.BELLO,P.S.M.;4H 8189 • WOOL ::':•. e.'.: •.,:;..'i,. .... '• ..fid..:: ;"• 1 STATE OF FLORIDA :' •.;.,.: `e' ORIGINAL FIELD WORK DATE:05/18/2005 ;.,�f -•, ;r; 1 UPDATED(FINAL)SURVEY DATE:01/11!2008 BELLO & BELLO ;.:.. LAND SURVEYING CORPORATION K ,. j':: �� s• VoT LB No. 7262 e'� r•P• 2 12230 S.W.131st Avenue,Suite 201 Miami,Florida 33186 O — — — — — —x— —x—x— — —x—x—x—x---x _' rr a r 153.00 (DEED & s +.(305)251-%NFax:(305)251-6057 - �<'• P. O. 6 6 S SURVEY No. 7104 AAW P OF REEEET 8 �.aHIIRAI.ANtL$PEI0CIVD&ABBREVIAUTC.VS MA �. � oM-OONa�Bebrae aF.qnLOnO� IMilNa"-CwaMWWeeeA.Ha &R-8MOMFONOM a P-M-OmNFA OFH= OiBFR.O=82AiM C 0BMLIB®UNDARY SURVEY _ 0$-OH818FFA- O®PAFONONBRF-W�WRW PM-FS 0H,•-WOF8CE QW-MMU16"WX AL-FWMMM RM-R=k �- ®Cffa MOMWALLTYP. N.T.B.-NOTMSOWLB O.H.L-009MMUMMES -x-x_aMUMBCFF= R-Pom"LMII PF.-FGMI61P= PH-PtATBOOx SCALE' 1 " 20' , C 8G� PAX-MWF JPL8MV8=N0hVNffi PT.-POBROFTMRiBw P.-PLAT G PAQ-P=Q-FMVM0UNB P.M-PWVTOFBM#M It- MM-FSOMMMODOM -MM-FSOMMOBAHOON / Cw TFi.TMEFd 18DFPL0= TX- IR94MMM LBM-Tt3wP NWGHCHMAFft ,� ` i';.:•r :`: 19.6 AS TWA-TowN%W UL-UFBRY IT wM-WAIMMUM WA-wrtI8838O0FQM MMT /��8' :• ~ 3i t? f BNOAW-.-MOPWA ®wo00wR �•�•.a . FM-FOM D• fiABNT as-U F&MM aLProperty Address: R/V PA-PORFOOMPOLMOlANB PAL-POWONLVE NN-R*ffcFWA o D8-DFR CH.CHD TAB.TPOFBVW.F-VWWFW8 PA -P0WQF00h0ANT a.r n Hvca. WwA9465 Biscayne Boulevard 1� xfg -PmQNPM PJA-UIDPgPp MR-MW8 8M. 00NPMiami, Florida 33138 OA - - "•ti •J ��OppSED I —.i': .B..O MkMww w PA-POPROFOlAWARM P� F (Y ! PAF..PENANOCOOMMFOW SIA-SEMMROD&CM L-TANOW Certified To TV. TNgAL M=EM, HP/ATION a -- Jorge Lopez O POI p p ` �'� Legal Description: to I-p• A portion of Goverment Lot 4,Township 63 South, Range 42 east,lying in E �; .OJ$ Miami-Dade County,Florida,described as follows: J ws:; , EE0 $ 06 Commencing at the Southeast intersection of Biscayne Boulevard and 96th boa •ro "'� 62,Q �0 � ycs< Street,and running thence East along the South side of 85th Street,62 feet; thence South at Right angles to 95th Street, 140 feet;thence in a lir I.P. ® �b1-6D� Northwesterly direction in a straight line to a point on the East side of Biscayne V J9.02► �� : ::r ,'�.s � � a Boulevard 140 feet Northerly Wong the opoaEEside oBimId Point Ponof Beginning. t: o `3Q9 :��••�° 'ra�ro f Flood Insurance Rate Map(FIRM)Information: O ff, i• Community Number. 120652 Panel Number.0093 22.50 1A a Suffix:J Panel Revised Date:03/0Z11 994 Flood Zone:X AM 'c �1 �` EI,EV• O NW BL-OC►� 436 O lam- ' LO rA 2 O v 1.-1 From ONION P NY OTHERS.TKIS SURVEY DOES ION DETERMINE OR MY PROPERTY OWNERSHIP. 22.-THE LANDS SHOWN HEREIN ARE SUBUXT TO RESTRICTIONS Or PIAT OF ►� �\ Q = ':�:: r!: Q �4 Cn RECORD.THERE MAY BE ADDITIONAL RESiRiCRONS THAT MAY BE FOUND IN 1` OC! - /� :•:� QQ� Q THE PUBLIC RECORDS OPTHIS OCUNiY. ��jjV� / _ O`V '_•'jl�_ �+�' OW � ERVOSSE SHOWN. DIRECTIONS ARE PLATTED AND MEASURED -TOW 4,-ELEVATIONS,IF MOM,ARE RM TO NGVD 1929. ✓/ `. ` o� C� �pEN 5 x 5.-l IMPROVEMENTS ITS NTD UTAMES ARE NOT LOCATED ON THIS p .✓ M ES X�' SURVEY MAP. 948 �= IL PENCE OWNERSHIP Nor DETERNBNE.APPARENT a.EARANCES ANDM ��//// -�dQ� ;. �. 3 12• 00 ENCROACHMENTS ARE NOTED eY VMK NIEANS�LY. 7e NO IDENTIFICATION CAPS FOUND ON PROPERTY CORNERS,UNLESS • ;` c.08, b OTHERNINSE NOTED t ti 0 AS S.-THE SCALP,AS SHOWN 3 THE DYIH�P MTM SCALE OF THIS MAP. 16.15 9CERTIFIED7THIS RAW 3 EWWA LY FOR THE USEOFTHE PARTIES TO WHOM IT IS 10.-THIS SURVEY MAP AND THE COPIES THEREOF,ARE NOT VALID W TIOUTTHE s �� x�� h m 1 HEREBY�TIFYTHATTiRAISED SEAL�ASKETCHOFSRRWOFTHEHEREON MAPPER. d� 7aDE9CRi�PPo�PtTY ISA TRUE AND CORRECT REPRESENTATION OF A SURVEY -+: 22.00 MADE UNDER MY DDLB.TION AND SAM SURVEY MEETS THE M=4UN 1EWNQCAL.STANDARDS AS SET FORTH BY THE FLORIDA DOW OF r� PRO ZONAL SURVEYORS AND MAPPERS 34 CHAPTER GIG17.6 FLORIDA $ ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUTES PROPOSED AM IS ACCURATE AND TO THE BEST Or-MY KNOWLEDGE AND BMW. 1D Tt4 FENCE `J LOCATION t ODALYS O.BELLO., P.S.M.#6169 S`rATE OF FLORIDA A. FIELD WORK DATE.05/18/2006 COMPLETION DATE:0528/2005 0.0' LAND SURVEYING CORPORATION ,.`«..:: o• 3 LCs LB No. 7262 RP.,=' 1 6'L '` �' ►•p• 2 12230 S.W.131st Avenue,Suite 201 :;;<.:.• Miami,RoNda 331st — — — — — — — — —x— — — —x— — —x—x— —x PH:(305)Miami, H 6 a 3 86 251-6057 o. 153.00' (DEED & M) SURVEY No. 5561 l# 0 0 r The LSSH series connects rafters to ridge beams in vaulted roof structures.This series is field adjustable to meet a variety of skew and/or slope applications. Slopes to any pitch to 450 up or down and skews up to 450 right or left. Materials: See chart ( Finish: G60 galvanizing "y a Options: LSSH210 is available in Triple Zinc. i:. To order, add TZ to stock number, 2 as in LSSH210-TZ. 3&4 Codes: SBCCI, BOLA NER 505, 1 ICBO 5356 Patents: #5,217,317 Typical LSSH179 skew to 450 maximum installation �� - Installation: • Use all specified fasteners. See General Notes, page 14. W, W2 M Steps: W2` W 1. Position LSSH connector against plumb-cut end of joist. Fasten joist side flanges on both sides with 10d x 11/2"nails. E Bend seat up to fit against joist bottom and drive(1) 10d x 11/2" nail through bottom seat into rafter bottom.Drive(2)10d x 11/2" 14;3 1 j H nails at downward angle through dimpled nailing guides. f „ 2 Lean connector and rafter end against ridge beam at +, , desired position. Install 10d or 16d nails through nail holes into ridge beam at right 900 angle. If skewing the rafter, only LA 51 drive nails into ridge beam on inside flange. 51ope to 46• 0to 3. Bend flange to desired angle. up°r down up or 4.Hammer outside flange until edge touches header. Fasten LSSH210 down LSSH35 outside flange to ridge by driving 10d or 16d nails through nail holes. •Web stiffeners are required for all wood I-Joist installations. See ANSVi'PI section for truss chord • Designer may consider adding a tension restraint for the supported member for roof slopes exceeding 6/12. applications pages 214-220. Dimensions Fasterter Schadulem Allowable Loads(Lbs.) DF-L ISP S•P-F USP Steel Floor Roof I U lifts lFloorl Roof I U likI Rafter Width Stock No. Ref.No. GaugeW1 Vk2 H Hem I Rider' 100% 115%1 125X, 13 160% 100%1 11nt125%1133%1 160% SLOPED ONLY HANGERS 1-1/2 LSSH210 1 LSSU210 18 1-9/16! 1-314 8-13(16 (10)10d (7)10d x 1-1@ 1120 1290 1400 855 10301 965 1110,'12D51 740 850 13(4 LSSH179 . LSSUI25 18 11 13116 1-58 1 8.13116 (10)tOd I (n 104 x 1 1/2 1120 12901400 855 1030 i 965 1110 1205 740 A 850 2 LSSH2O ¢LSSlH2O6 18 2118 2-112 i 813/16{tOJ 10d�(n 104 x 1 112 11� 1290 140D 855980 tri 1110 1205 740 850 _.. i_- _ _ .... z 2-1/4-25116 LS H23 r yLSSUl35 f 18 2-5H6 2-3/8 8.13(18 (10)104 (7)104 x 1 1/2 1120 1290 1400 855 980 9� f 1110:1205 740 850 2-1@ LSSH25 E LSSUH310„ #_.16......a.2 9116 j 2-314 1 8.13116 (18)16d (12)lO I x 1-1/2 2_420 2800 2600 1195 1195 g 2090 a 2250'2250,1035;1035 2-518 LSSH26 LSSUIH2 68 16 i 2-11/167 2-518 }8.13116 (18)t6d (12)104 x 1 112 2x20 2600 26(10 11� 1195 20901 2255�2250;1035;1035 3 LSSH31 f LSSlM102 16 3118 3-314 8.13/16 (18)16d (1 tOd x 1 112 2420 27� 3026 1465 151 Z<190 ?250 2610 1265 1370 31/2 LSSH35 LSSU410 16 6 31/2 `813/16 1 164 1 104 x 1-112 242(1 2785 3025 1465 1585 i 2090 2250 26101265'• 1370 SKEWED HANGERS or SLOPED 8 SKEWED HANGERS 1-112 LSSH210 LSSU210 1 18 ' 1-9/16 i 1-314 8-1316 i(10)lod (7)10d x 1-V2 1120 1290 1400. 855 :1030= 965 1110$1205' 740 854 ..............._{_ s , _ _.__.._ 1-314 LSSH179 LSSUI25 18 )1-13116. 1-518 ;813116 (10)1041 (7)104 x1-1r2 1120 1290 1400; 855 1 1030 4 965 `1110 1205 740 850 —M . 2 LSSH2O LSSU1206 1 18 y 21/82 V2 8.13116 (10)104 (7)104 x 1-V2 1120 1290 1400 855* 980 i 965 1110!1205740 : 850 _... _ 2-1/4-25/16' LSSH23 LSSUI35 18 j 2,iJ16 1 2318 813118 (10)tOd (1)tOd x 1-1/2 1120 1290 1400 855 �D t 1110 t 12�- 740 850 2-1R LSSH25 LSSUH310 16 , 2 9116 2-3/4 8.13/16 (14)16dl(12 10d x 1-V2 1825 18Z 1825 11�:49-5-1 1580 1580�1580 1035 1035 248 LSSH26 LSSUIH2 68 16 211/162-518 8-13116 (14)16d (12)10d x 1-112 18x1 18Z 1825 11951195 1580 n 15801 1580 j'1035 1035 3 LSSH31 LSSU210-2 i6 3.18 3.314 8.13116 (14)16d 1 10d x 1-111 1885 1920 1920 1465 1585!1580 1660 1660 1265 1370 .___ _ _ __ 31/2 LSSH35 LSSU410 16 39116 31/2 813116 14 164 1 10d x 1-112 18M 1920 1910 1465 1586 1580 2)10d x 1-1r2 nails are 9 gauge(0.148-diameter)by 1-112-bm. ,18fi0 1860 b 1265. +370 1)Uplift bads have been increased 33-1/3X,or 60%for wind or seismic bads;no f uftr increase shag be perm8bd. �W 1 3)Minimum nail penetration sha8 be 1-314'for 10d nabs and 1-15/16-tor 16d nails. - 4)Web stiftwers are required for ail Wood I,Ioist instaliatiots. -- 5)Dswner may consider adding a tension restraint for the suppofed member far roof slopes exceeding 6112 pitch. U►P www.USPconnectors.com ('Cr "'�"°n e-mail: info 0 USPconnectors.com ®Copyright 2004 United Steel Products Company USP944-04 t Matti DF-USP Allowable Loads I S.P.- Fir Allowable Loads(Lbe. NPIP o.of Truss Chord Su rdn Member Size U 118 Truss Chord Su USP ppomna Supporting 2 x 8 2 x 8 2 x 10 Member Size U dt Stock No. Ref.No. He' Member 2 x 8 2 x 8 2 x 10 115% 125% 115% 125% 115% 125% 133% 180% 115% 125% 11W'0 125% 115% 125% 133% 180°k HiPLiack Connectors 1 1 . -4 925 1820 1975 ,. . 005 1 1015 1445 1105 # 65 1340 1455 t 800 800 800 816 BN264 - 5000 2 5 4 4m 1850 2010 2035 2210 ,4 £ = rt t;,, J 1, s } j 1365 14S0 1500 : 16W 288) s stmt 4r4) A4.,1 .,fir w2225 1�F _.. f._ .... _.a...__"_...I...... � 215 day x 1280. 1390 655 $5 � l i,n it 7�15J50 1025 BN294 .._ ! 6.750 , 2 _ "- 2i+tu ?.890 1890 3 &s-s .'4 i _i {% ; 2050 ,... 16£� dl�i} kiBQ 2S.a9 �S } rdti _ r _ 1 800 870 870 800 f 80D 800 # 800 800 A 800 755 755 HTHJ24 18 2500 2 800 t �� ...� � � ....._. _� -- d" 800 870 870 1 800 800 810 800 800 SDD 3 800 a.800 800 800 1500 810 870 870 800 800 - 800 600 r 755 755 y _ _.... 600 BW ° 755 .. 755 1 t 1010 1100 40 915 800 800 } 1655 1860 800 ¢ 810 ' 800 ? 0 800 ' 800 1430 1F1U HTHJ26.18 LTHJRIL 4.500 t 2 # - .... 1._ _. a p (. 202(1 2195 168D 1830 800 810 1655 1860 1490 16� 1240 1345 800 s 800 1430 1610 _ 3 246.. ! 2680 2465 a 2680 800 1 800 1655 ' 1860¢ 2135 1 2320 ' 1860 2020 800 800 1430 1610 1 1 � 1165 ( 980 1065 1025 a 1115 1570 1840 n 800 810 800 . 8255 1360 1590 HJC26 5.215 1 �. _ .. -._ 2520 2740 1960 2130?2055. 2235 '1570� ' 2180 t 2370 1445 1570 1515 1645 ; 1360 1590 3 2520 2740 2520 2740 2520 2740 1570 1840 2180_2370 2170 2355 2185 23711 , 13f� 1590 1 855 i 930 ! 815 885 800 800 22 nt ),20 80D gpp gpp ` gpp ; 800 1 800 ' _._. - 42550 2 1710 1860 r 1635 1775 800 800 22 2220 1280 1370 i 1205 j 1310 800 F �0 t _. _...._ ._._ .... 3 2210 2400 2210 2400 810 800 2220 2220W 1890 2055' 1805 1960 w 800 800 i 856 815 885 800 _810 2?7Q 2220 810 800 810 800 800 800 # HJH26R ._.. _ - 4 2 1710 1860 1635 1775 800 810 2220# 2 1281 1370 1205 1310 810 s 810 __ __ _ 3 2210 1 2400 2210 2400 810 —800 2220 2220 1890 2055 18� 1 1960 a 800 800 ; ._. _ s S 1 ) 25R5 251,[5 960 1045 1025 1115 18_60 2240 *BJ.� an _._. 1 800 5 8DO 800 820 1610. 1940 HHC26 — 5149 ` 2 322D 3500 . 19Z 209_0 2D45 2225 1860 P 2185�30255 �142(1 1540� 1510 1640 � 1610 1940 3 3220 . 3501 2805 31x5 3070 3340 1860 73025 21 #25 a 2310 # 2265 24� 1610. 1940 1 1#65 2}t1v ! 960 1045 1025 1115 1860 2240 w8 1,9 5 i 800_rygOD B00 820 f 1610 1940 .._.__.. _.. -m.. HJHC26 bITHM 5149 + 2 3220 3500 1 1915 2080 2045 2225 w 1860 7240 27 5 i a 1420 1510 1510 ' 1640 i 1610 1940 _ ._._. 3 3220 3500 2865 3135 3070 3348 186D 224_0 27855 3025 21255 2310# 7165 2460 ' 1610 1940 1 i 4465 2700 1360 1475 1830 1840 6.965 , „ 1 _ 215d: x.W) 1000 1090 1585 : 1590 " 1 3160 3az5 2718 2955 1830 ifi4o _- t _ 2725 2965 1 2000 2175 v 1585 1590 3150 342'5 3150 3425 1830 1840 1„ 27$ $ a 5% HJH28L - 1390 1510 1110 1205 2220 222re i w — 7 815 � � •r 590 1 2965 __ _ 1025 1110 8000 .,.,_.._2 " _ 2775 3015 2215 2410 222D 222# ; _a._..... _. . ._._.._x.1045 1 2225 i 1635 1 1775 > 3 — ( 2945 3200 2945 3200 1125! 221b 1, 2770 1 2450 2665 _. — c 1390 1510 1110 1205 2220 1820 5 HJH28R - 6.000 890 2 ; 2775 3015 2215 2410 2220 2i1Cj - -- 2045 12225¢ 9 1635 1775 3 1 ( 2945 3200 2945 3200 700�2225 2545 2770 2450; 2665 1. .. P 2x35 2d 1335 1450 2230 2685 ¢ HHC28 6.900 r ... t _._.._... 1 11" 1070 1930 ' 2325 -- w 2 38655 4200 2685 2900 2230 2685 - # c _ t 3340 3630 19855 2135 1930 2325 3 13665 4200 3865 ' 4200 2230 2685 ,_. _.. 1 1. 3340 3630 i 2945 3205 1930 ` 2325 HJHC28 -- t &900 -. - �... +) ten } 980 3dd5 1335 1450 �0 1070 1930 2325 i x.__.._3._. 3865 4200 ?&65 2900 2230 2665 — 3340 t 3630 1965 930 2135 1 : 2325 — 3866 4200 3865 4200 2230 2685 -- — x{40" 3630 j 2945 T 3205 1930 . 2325 Ad a SlopelSkew Connectors 1 1 1L85 191 855 1030 - - ___ __ LSSH210 LSSU210 6.266 2 - - 1290 1400 855 1030 i } , 925 740 890 ..._. ._.a. _....._ _. —_ ...._.._.'_._ I. . [ ' 1115 1210 740 890 — 1290 1400 855 1030 + "3 1115 1210 740 890 I 9180 855 1030 1 - _.,......._ _....._.._ _.__.. ..._ ( 865 940 740 890 LSSH179 LSSUI25 6.304 , 2 - 3 1290 ` 1400 655 1030 i 3 { 1115 1210 : 740 890 1290 1400 855 10301115 i 1210 ' 740 890 Y # ? i — 1820 1290_ 1465 15&51 i 675 950 12651185 1370 LSSH31 LSSU210 2 ; 6406 2 i _-" 920 1465 1585 1 _. _ w.dw # v....660 1 1660 :` 1265 1370 ;........... ; 3 - — 1920 192(1 1465 1585 1 ,. _.65 ..i ,. a 1660 i_1660 , 1265 1370 — — 1240 1345 14&5 1585 ; LSSH35 LSSU410 i 6.609 2 ¢ 915 990 1265 1370 3 _..._� i — �.._._ - . 1920 1920 1465 1585 # 1660 1660£ 1265 1370 — - _1920 1920 1465 1585 t — — 1660 ': 1660 ' 1265 1370 1)EtIWW height(HE)is measured hom the top of the bearing seat to ft uppermost nail into the suppor ft member. New products or updated product Information are designated in r-1, r 1 y continued on next page 1 ® ti Customer Service/Technical Assistance t:rxwrxtt=,rs San Francisco Office Minneapolis Corporate Office Tampa Office 1-800-227-0470 1-800-328-5934 1-800443-6442 e ! • s ' pig 1 11, • s € The information listed only applies to hangers manufactured i € by USP Structural Connectori and installed according to the instructions listed in this catalog. Some of the options listed may USP m Snot have been evaluated on a ° S width s $ -4 3 single hanger.The designer must BPH 450 45° always evaluate each connection, f _ ! .' j ._..._ he joist and header including t GHF 50° 45° 111 Capacities, before specifying a 3... ).. wldm>41I2 _. P�fy 1 314 less.671/2° { ...... ... _ , ..._ ._ specialty HD ,1 , 45° i 91,149 connector. USP sloped hangers are manufactured with HDO >1 ya 45° i a l � &t/8 95 the plumb cut of the joist already --.._. _. ---- - HHDO a0 45° calculated. If a hanger with a � 50° � 6 ` � � ' 95 Hoc widen>4112 different height is needed, it must I HLBH ._____M_...- iea be specified at the time of ordering. 89 �°.. ...�r0 ......... ..'�f0. .. 5'.. 155 HUS Materials:Steel gauge may vary a0 45° .4� t HWUH _ ...... _ from that specified depending i at -- -- 107 on the specialty option and KGB KEG. as 45° - 113 manufacturing process used. 1t3Some formed hangers f . .. _ .._.�.. KGH t _ µ erS may be . welded when modifying the GLsT a9 ¢ ° I 115.., hanger. Hanger configurations, WLT a� ¢ fastener schedules, and height e as _. .__I ( . _ _j 11d_ may vary va from the tabes _ 193 _ depending on the joist size, KHGB a ati � , • MGLS aB 50° I 45° _ _ KHGLST __ 115 skew, and slope. _.... ._. _. 115 ! ?..........._.._..__ !....._. �°._1 45°. ... .45° _ _.._... .. .____...1.._' '�_ 114 Finish: See specific hanger 93,113 ° f ;� -- T ;- - _ __ _ option tables. Welded hangers _ .__, 450 s1 KiaB are painted with USP gray rimer. Non-catalo hangers KLEc I ._.. a `s° _ 113 p 9 9 ° I + available in Hot-dip galvanized, kb1EG a@ 113 LBH t .. _...__..._ ....._.�._._.. _.; U LssH �. _ •_ _ 55 use H after productnumber. _.. _ .. ¢ al 61?° ..`.°. #. _..,_.. - 109,1 Allowable Loads: For multiple NFM ....... I- _. ... ' z i ° ; 4riio - ;- t options for the same connector, _-.. 157 - -- - -- - use the most conservative mm' � eo° a5° 35• ."" � � - �- -;- -- reduction t give the lowest 45* 157 PHX KH i o iv ' 151 design load. pH)(U' b._ ..._..._ �° 4 157 - .. p._.. —_...__.. 6D' 450 p f d¢lj 1 Installation: 350 SKHH ao i § 1_ - ---- ! 100401 -•. ...._____ .€_._ _„�-. •_ toi Fill all nail holes with fasteners i 13!4”or Iess�671/2°i SL►H , �, '86 specified in the tables. _. .sw' . j.- „au i 84, .. .. _ i •Fastener quantities may increase _ _ sw�1' g...._ . _._._.t..._ °......{. °-. _._�_...__ '...-.__.: 4 - '.. `.^_,- _.__... .. _ from the amount listed in the i ; i------�_'_ ._._.__ tables depending on hanger THD € edi 45° i 45° oneflanp 150, option. khh 3' THDH a �. _ _...__ _._._ _ ._" !_- _,. _ 1 .. •NA16D-RS, NA201),and NA25D THF wl�s s7>n° 4v Vv j "- '- -- -`'-" - 150'1 nails are supplied with hangers. }_� '1 : V 'Wth>2-114 t las • For type A skewed hangers,the 1) oxer man 45°wen have square(bs M alt jest wlm back pla{e. end of joist must be bevel cut;for Refer m Tye PH hoW sem,bit moven,Type B s,saI on pne 223 type B skewed hangers, the end of joist must be butt-cut. C,1 . www.USPconnectors.com e-mail: info 0 USPconnectors.com @04*W 2004 united Steel Products Company USP944 041 M I A M IDAA MIANH-DARE COUNTY,FLORIDA _ METRO-DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE oRFICE METRO-DADS FLAGLER BUILDING 140 WEST FLAGLER STREET,SUITE 1603 MIAMI,FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 FAX(305)375-2908 United Steel Products Company CONTRACTOR LICENSING SECTION 703 Rogers Drive (P. O.Boz 8o) (305)375-2527 FAX(305)375-2558 Montgomery,MN 56069 CONTRACTOR ENFORCEMENT DIVISION (305)375-2966 FAX(305)375-2908 PRODUCT CONTROL DIVISION Your application for Notice of Acceptance(NOA)of: (305)375-2M FAX(305)372-6339 Face Mount Joist Hangers under Chapter 8 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 by the Miami-Dade County Building Code Compliance Office(BCCO)under the conditions specified herein. This NOA shall not be valid after 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 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.: 01-0327.04 EXPIRES: ONDOW Raul Rodriguez Chief Product Control Division THIS IS THE COVERS •FT.SEE AD ITIONAL PAGES FOR SPECIFIC AND GSL CON WITIONS D-UU ING CODE&PRODUCT REVIEW COM HTTEE T6 application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami-Dade County,Florida under the conditions set forth above. Francisco J.Quintana,R.A. Director Miami-Dade County APPROVED: 05/31/2001 Building Cotte Compliance Office plp . ti1sQ45�o I>�000\ltemplamslnotice axeprance oov�p�edoc Internet mall address:postmaster@bufldhgcodeonRue.com Homepages http:/twww.baitdingeodeoniiue.com r United Steel Products Company. ACCEPTANCE NO: 01-0327.04 APPROVED: MAY 31 2001 EXPIRES:06/04/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I.: SCOPE 1-) This renews the Notice of Acceptance No.97-1215.07,which was issued on 06/04/98.It approves wood connectors;as described in Section 2 of this Notice of Acceptance,designed to comply with the South Florida Building Code(SFBC), 1994 Edition for Miami-Dade County.For the locations where the actual loads as determined by SFBC Chapter 23,do not exceed the design load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The United Steel Wood Connectors shall be fabricated and used in strict compliance with the following documents:Drawing No.1UC/JUS/SK11/JL,sheet 1 and 2 of 2,titled "Face Mount Joist Hangers",prepared by United Steel Products Company,dated 03/20/01 with no revisions.The drawings shall bear the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade Product Control Division.These documents shall hereinafter be referred to as the approved drawings. 3. LEWrATIONS 3.1 Allowable loads are for Southern Pine or better with a specific gravity of 0.55 and moisture content of 19%or less. 3.2 Allowable loads are based on testing per ASTM D1761 and calculations per National Design Specifications for Wood Construction 1991 Edition& 1993 Errata. 4. INSTALLATION 4.1 The wood connectors shall be installed in strict compliance with the approved drawings. 5. LABELING 5.1 Each wood connector shall bear a permanent label with the manufacturer's name or logo,city,state and the following statement:"Miami-Dade County Product Control Approved". 6. BUILDING PERhffT - 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 approved drawings as identified in Section 2 of this Notice of Acceptance, clearly marked to show the hangers and angles selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. Candido Font,PE,Sr.Product Control Examiner Product Control Division 2 r • U,Aited Steel Products Company. ACCEPTANCE NO.: 01-0327.04 APPROVED: MAY 3 1 -2001• EXPIRES: 06104/2006 j NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1-I Renewal of this Acceptance(approval)shall be considered atter a renewal application has been filed and the original submitted documentation,including test supporting data,engineering documents,are no older than eight(8)years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name,city,state,and the following statement: "Miami-Dade County.Product Control Approved",or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product(identical)as the one originally approved;- 0 pproved;e) If the Acceptance holder has not complied with all the requirements of this acceptance,including the correct installation of the product; d) The engineer who originally prepared,signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials,use,and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance,unless prior written approval has been requested(through the filing of a revision application with appropriate fee)and granted by this office. 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 purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents,where it applies,shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. 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 1,2 and this last page 3. Candido Font,PE,Sr.Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 t United Steel Products Company. ACCEPTANCE NO: 01-0327.04 APPROVED: MAY 3 1 2001 EXPIRES: 06/04/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS (For File ONLY. Not part of NOA) A ! DRAWINGS 1. Drawings prepared by United Steel Products Company,titled"Face Mount Joist Hangers",Drawing No. HJC/JUS/SKH/JL,sheet 1 and 2 of 2,dated 03/20/01 with no revisions,signed and sealed by T.A.Kolden,PE. B TEST Test reports on wood connectors per ASTM D1761 by Maxim Technologies Inc.,signed and sealed by S.L. Muschinske,PE. Report No. Wood Connector Direction Date 1. 3013-71-3301 JL Series Upward&Down 01/12/97 2. 3013-71-3301 JUS Series Upward&Down 01/12/97 3. 3013-71-3301 SKH Series Upward&Down 01/12/97 4. 3013-71-3301 HJC Series Upward&Down 01/12/97 C CALCULATIONS 1 Face Mount Hangers Series Calculations prepared by T.A.Kolden,signed and sealed by T.A.Kolden PE. on 04/12/97. D STATEMENTS 1. No Financial Interest&Code Compliance letter issued by Thomas F.Devening,PE.,signed by T. F.Devening, PE.on 04/12/97. 2. Letter of No Change issued by United Steel Products Co.,dated 05/02/2001 and signed by T.A.Kolden,PE. 3. Merger Documents issued by the State of Minnesota on 02/14/200 and signed by the Secretary of State,M. Kiffineyer. Candidoont,PE,Sr.Product Control Examiner Product Control Division E1 PRODtcT STEEL DIMENSIONS dN FASTENER SCHEDULE ALLOWABLE LOADS Cbs.) GENERAL NOTES CODE GAUGE W H D A HEADER JOIST DOWN UPLIFT 1) STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL GRADE 331 U.O.N. o HJC26' 12 ' 5 7/B 5 3/8 3 1/4 1 3/4 CIS) 16d CIE) 10d 2245 I= 2) FASTENERSARE�GALVANIVDI NNAILLSS L0dXS'SOr �OTHERWISE NOTED' BLE UPLIFT LOADS HAVE:H O2H' 3) ALLOWA U•. S 7/8 6 3/4 31/4' 13/4 16x1 p4) lOd 2�5 2015' DURATION FACTOR IIF 33Z FOR WIND OLOAD CONDITION.NO FURTHM INCREASE ALLOWED,- INCREASED 8 A SHORT TERN 1 Published load In for total of hip at 45 degrees and Jack at 90 degrees cor**WC.• 4) ALLOWABLE DOWN LOADS ARE N13T INCREASED BY SHDRT TERM � 2 Minimum header thickness shall be 2 inches for 16d nails. DURATION FACTOR ' 3 AUoenbte DOWN load listed is at 1002 Duration of Load. 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECDFICATI@ ' FOR WOOD TRUCTION 1991 EDITION 6 1993 ERRATA, FOR SOUTHERN YELLOW PING: (G= 0.55 OR KTTER) L TEST PERFORM IN ACCORDANCE WITH ASTM M761 HJC TYPICAL HJC INSTALLATION PRODUCT STEEL DIMENSIONS CMJ FASTENER SCHEDULE ALLOWABLE LOADS WwJ CODE GAUGEr, 4 D A HEADER .JOIST DOWN UPLIFT ' SSfil?i€FyEt�t!1�!$;c 4t na cm JUS241 18 1 3/4 1 (4) Wd' C2) lod 645 ' N/A BA?E_.!!•1! ' JUS26 18 1 3/4 1 . C4) 10d' (4) 10d 840 � 860.AJS28 18 1 3/4 1, CS) lod• C4) Mod 1065 860p ;rt JL1S210 18 1 3/4 I• 00 1Dd� 9UlGfn. y'4Z3uki'c;4:<.:Gf C4) lOd 1290 '' 860 pCC'ZPi.;iK.E.f8..01�03'�rQ9' I Specifled Joist nulls shall be Installed at 30 to 45 degrees horizontally such that they penetrate though the and of the Joist and into the header. 2 MiniftlAm header thickness shall be 1 3/4 Inches for 10d nails. ' 3 Allowable DOWN load listed is at I00Z Duration of Load. - UNITED STEEL PRODUCTS CO 4 Uplift Loads listed as N/A had uplift capacity teas than tie required 700 pounds. 703 ROGERS DRIVE �r MONTGOMERY MN 56069 FACE MOUNT t JOIST HANGERS : o ' / DATES .QaMLQ1_ DRAWING NUMBER:hi" l:!/JL THOMAS A. KOLDEN, P.E. .JUS SHEET NUMBERa _1 Ig __ CIVIL NUMBER FL#50899 TYPICAL JUS INSTALLATION Dl-D3 z7 �� 0 PRODUCT STEEL DIMENSIONS Cly FASTENER SCNEDlo ALLOWAME LQADS Cups.) GENERAL NOTES CODE GAUGE V I H I D A I HEADER JOIST DOW N tIPL 1FT 11, STEEL SHALL C[DCFOR4 TO ASTM A653, STRUCTURAL GRADE 331 U.O.N. AND A MINIKM GALVANIZED COATING pF G-60 SKFi26 16 1 9/16 9f lI4 1 7I8 1 3/16 C6) 16d CB) lOd x 1 1%2 80.% WA ALLOWABLE UPLIFT LOADS HAVE IASTENERS ARE COMMON WIRE MAILS UNLESS EWISE NOTED SHORT TERM 1 Miter Cut required an and of joist to achieve oUoeoble toads.. DURATION FACTOR OF 33Z FOR WIND LOAD CONDITION. E MW-u- header th�krwss shaU be 2 inches for 16d naas.• NO FURTHER INCREASE ALLOWED. 3 AUwobte DOWN fond Usted is at 100)t Dia atbn of Load. 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM CTOR 4 UPUPt Loads 010" as WA had upUft capWty less then the required 700 pounds. ALLOWA13DURATION LOAD 5 SKH26 Is skeeed Right or Left. S) FOR WAID E LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FIDt WOOD CONSTRUCTION 1991 EDITION L 1993 ERRATA, FOR •�"^ SOUTHERN TELLOV PIK (G• M35 OR BETTER) L TEST PERFORM I IN ACCORDANCE WITH ASTM 01761 • • o 0 o M .V TYPICAL SKH26L INSTALLATION i SKH26L " PRODUCT STEEL DIMENSIIOrS Clna FASTENER SCHEDULE ALLOVABLE LOADS Ctbsa CODE GAUGE V H D A HEADER ,01ST DOWN UPLIFT JL24 . 20 19/16T� l 15/16 C4) 10d CED 8d x 1 I/2 480 - WA `L26 20 1 9/16 15/16 CEJ Ind C4) 8d x 1 1/2 670 - WA - AP OO AS f�ltLli®�6'IItl NNEJ-� 1 4/16 ON 15/16 C10) IOd C6) 8aI x 1 1/2 1120 750 Wm 1RQ20 ' 1 9/16 UN 15/16 CD4) Uld C8) 8d x 11/8 1560 9L JL262' IB 3 1/16w 5 2 11/4 Cly 16d C4) 8d 1075 WA •st Q ..'.r 183 1/16 7 2 1 1/4 CD2) 16d C6) 8d1610 800 @0!!9''s dui Ltk rlsiiL�GfflCE acca��.ncr2L—QZZ•8A `8-2102 18 13 1/16 8 2 I I/8 C14) 16d C8) 8d 1880 1070 1 Mires-an header thkJ*wss shaU be 1 3/4 Inches for 10d -nits and 2 Inches for 16d Haas.' 2 AUosnWe DOWN load Usted In at L001C Duration of Lead - 3 UpUft Loads Usted as WA had upUft Capacity less than the required 700 pounds. - UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE MDNTGUMERY MN 56069 eb t-v FACE MOUNT no-90 JOIST HANGERS v DATE= _j2MM_ DRAWING NUMBER:Hj&t4 pieWjL THOMAS A. KOLDEN, P.E. TYPICAL. .a.26-2 INSTALLATION JL26-2 i SHEET NUMBER] _gam gCIVIL NUMBER FL#50899 01-0 3:)-7, 04 281 NW 57 Avenue r • Miami,Pl.33128 PI1 305-263-1808 • Fax 305-263-8845 e-mail.macmoneyu;hellsouth.nct F L&ftiAmeficwDevelows., Inc .tune 24,2003 � f REC WED i JUN 2 5 2003 Miami Shores Village °�1ttn: Building Dept YI i; (Dear Sir or Madam: i The purpose of this letter is to let know the building department of Miami shore_village that the R owners of this property and the company will make sure and have a commitment to have all windows f correct product approvals inside the building department before getting final framing inspection. J ' t Thank you for your cooperation in advance. I 7 i V L I � I Jorge Lopez President tK i . A � i I , e I I