Loading...
RC-08-2185• Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: March 05, 2009 Inspector: Bruhn, Norman Owner: BONAU, MARIA Job Address: 1250 NE 102 Street Miami Shores, FL Project <NONE> Contractor: E&P RESIDENTIAL CONSTRUCTION Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition z)L., Phone Number Parcel Number 1132050250030 Phone: (305)498 -6554 Building Department Comments r, OSti Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 102570. March 04, 2009 Page 7 of 12 \\\1 , C\teru. \ fT vAts% cu . Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 P.Cia--,_21Y5 Permit No. Master Permit No. BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) �1 d SC, 4 AIM IA T & W Phone # ,,ROS - 7S'/ - ?WS- Owner's Address l 150 NE, /6a sr city l I Rill il®su5 state FLoQa DA Zip 33(.33 Tenant/Lessee Name Phone # Job Address (where the work is being done) /a S6 N€ /6 577ZE T City Miami Shores Ville County Miami -Dade Zip .33 / 3 g FOLIO / PARCEL # //- 3a ©5 - 1A35 - 003® /Lo7 3 , B/K /$C y Breeze 5c Is Building Historically Designated YES NO P/411 /3g 1 z, P5 2s Contractor's Company Name E f P , e s,defrilam I i'1'76onPhone # 345-- 4/5'3-6ss / Contractor's Address /' h / 7 . '& 51 411 sa# • City /YI I A* I State FL zip 33 /43 Qualifier Name E Are/ Phone # 365- 4/51 -45-5 t/ State Certificate or Registration No. &2(!. / 3"/ / Z Certificate of Competency No. Architect/Engineer's Name (if applicable) ifeD i)e/'7 MO/1500 r Phone # ,&)5- iji.2 -3/ V Value of Work For this Permit $ yid 5d0 , Type of Work: Des vibe Work: Addition i f4 ❑Alteration A FTpf X LA -46,4 e Square 1 Linear Footage Of Work: 4 f p 3ad S7 �7 ❑New El Repair/Replace El Demolition 3,f taied <lis ‘41 i &1� *,,,r�r,rrr, err,+ t ,�+r,� *,�a,r,�,� *,�,�,�,t,r,t�r �J Snbgiittal Fee $$ Permit Fee $ Notary $ Scanting $ Training/Education Fee $ Radon $ Bo$ Code Enforcement $ StraTet ® ` ural Review. $ '1' �' $(2.0 , *********** * * * * * * * * * * * * * *** * * * * * * * * * * * * * ** Q CCF $ ''r Technology Fee $ 7 S DPBR $ Zoning $ Double Fee $ Total Fee Now Due $ 54#7. See Reverse side -a 4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, BEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will notes. ,proved and a reinspection fee will be charged Signat ure Owner or Agent The foregoing instrument was acknowledged before me this 61.. The foregoing instrument was acknowledged before me this /3 day of cigc , 20 O , by j":056- BoaA oat/4644u day of L c i ,L , 20 e) , by 64.4 /-4z. 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. NOTARY PUBLIC: Sign: Print My Commission Expires: as identification and who did take an oath. NOTARY PUBLIC: OTARY PUBLIC -STATE OF FLORIDA Sign: dez Commission #DD763444 Print Pi4F72/G/A ° ' 'mmisslon #DD7 Ires: R.18, 2012 4,' !8, 20 /ZED 7nxv ADi c BONDING CO., INC My Commission Expires: gNOTARY C.STATE OF FLORIDA , it • u • ' t • dez •` 63444 WINDED ��._: APR. 18, 2012 < Z01Z�nN= BONDING co., IBC. APPLICATION APPROVED BY: (Revised 07 /10/07) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 18S STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO.. // -J S- 02S- L5o3. THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. 11111111111111111111111111111111111111111 CFI ! 2009R0080461 OR Bk 26740 F'9 1984; (lps) RECORDED 02/04/20) i9 11:29:29 HARVEY RUV'IHr CLERK. OF COURT MIAMI -DADE COUNTY P FLORIDA LAST PAGE 1. Legal description of property and street/address: L,'T 3, 81.e/IS err 660 y Brcei. SGr� P /•r�,e,(/S/z ps LS D.1 2-02E 3 2. Description of improvement ADYi AA/ ,44t/M»/UM /ZaOF 3. Owner(s) name and address: AtrnstiFc olds •so' P1,9414 AlAtilii r" 2So N _ i. 7ZEF- - / MI4y1 r ilOtES. , a 33/31 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: E 6'S P kes id / Cem Sh 211 ion Sup S. " A- .3 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: T 5C, 640neti4 /-16-0 ArE /OD /h l 'Y► I :t/i (' 3 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a afferent date i „ s • ecifie Signature of Owner Print Owner's Name /'t !M 64/4;49V Sworn to and subscribed before me this .5 day of Notary Public - � .�. �• e Print Notary's Name &Nita 4R .O& Commission #DD763444 #461/4 FAG )3t93 My commission expires: 12,' L soxnBprsRIIAT LANTICBOrmitGC� $ rG 20 / ,>Prc gaxeriorz.r ,20LI. Prepared by i , /ti'I, :it- Address: NOTARY PUBLIC -STATE OF FLORI DA /. 3 7 sL). 4Znd 1 123.01 -52 PAGE 4 8/02 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date O cr i2fcr STRUCTURAL CRITIQUE SHEET Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. d8 - 7-1U Job Name 13dIIA u Date I'112 3/fog STRUCTURAL CRITIQUE SHEET d Peta4 o ow `46/ ck; , " fps /-ene d /4e nIsL%-. f ):how e-17,01. lCdof i ys 'nee/ //ce rer1; of b e NO, , (w e i q 41 . u7,`1',4/.. ) Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Issue Date: Not Issued Expires:Nt issued Folio Number:1132050250030 Owner's Name: MARIA BONAU Job Address: 1250 102 Street NE Miami Shores Village, FL Contractor(s) Phone Owner's Phone: Total Square Feet: 330 Total Job Valuation: $ 6,500.00 ... ............................... Primary Contractor Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 1/9/2009: Yes Comments: COULD NOT FIND PERMITS FOR REAR DECK AS PRESENTLY EXISTS. REAR DECK CAN NOT TAKE UP MORE THAN 20% OF REAR YARD. REAR YDECK MUST BE LOCATED AT LEAST 10 FEET FROM SIDE LOT LINE. REAR DECK MUST BE LOCATED AT LEAST 15 FEET FROM REAR LOT LINE. 1/9/09 LOT ALLOWED 436 SQUARE FEET OF CANVAS. PLANS COME UNDER THAT LIMITATION. an Uo 09 12:45p EP Resiedential Construct 305 - 3879798 p.1 3415- 754 -• g(172.. PA-,c En; /41.1- 3,0s - 3517 -575.e x 3 45-- qq -SSSV eEa iZE = i3o;vmv 2es e TEA-/z. 2 'v,A/&- .22vs'Ec i"4/€ 11-5 P+2 y4, id, A_ j i4eN C NJE25A -! / iJ 43 1-64 fk'2.5. £w, 7?# AbJ . SLR r.ceT. G-E aF /)E2 ' 2 $i Tj EN(--6 4ce-etDiN6- 7e 9r10 Pf'2 1 f16-60 itY) mi i X37 0,01\11. i R A-n y o z ,F , L 66,A16 u ; o F Y��;�; ` W 4 o Vie- P r .� /2-CALL t f+Ppdrr &e%E / i Sinr2C2 d Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Na RC -12 -08 -2185 Issue Date: Not Issued Expires: Not issued Folio Number:1132050250030 Owner's Name: MARIA BONAU Owner's Phone: 1250 102 Street NE Miami Shores Village, FL Total Job Valuation: Job Address: Total Square Feet: 330 Contractor(s) Phone Primary Contractor $ 6,500.00 Planning and Zoning Criteria and Comments Approved: No Date Denied: 1/5/2009 Comments: COULD NOT FIND PERMITS FOR REAR DECK AS PRESENTLY EXISTS. REAR DECK CAN NOT TAKE UP MORE THAN 20% OF REAR YARD. REAR YDECK MUST BE LOCATED AT LEAST 10 FEET FROM SIDE LOT LINE. REAR DECK MUST BE LOCATED AT LEAST 15 FEET FROM REAR LOT LINE. THESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT ID WITH NO VARIANCES ID WITH VARIANCE(S) LISTED IN "REMARKS" NO OTHER DEVIATIO "S FROM THE MIAMI SHORES BUILDING AND ZONING ORDINANCES WILL BE PERMIT TED. UNLESS SPECIFICALLY LISTED BELOW. ALL OTHER APPLICABLE STATE AND COUNTY LAWS MUST BE COMPLIED WITH BY AU. PARTIES. Authorized Signature Date FIRE DEPARTMENT PUBLIC WORKS • POLICE DEP. T C HT , , BUILDING DIRECTOR ^ h*�r"'Y . PLANNING & =INS BOARD VILLAGE COUNCIL _-r-. � 4PPROYAL PRELIMINARY: FINAL: REMARKS: COMPLIANCE WITH THE SOUTH FIORIDA BUIIDI :;G CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT. BUILDER & SUB CONTRACTORS ARE =• 'r•" "r t;FT', '.." KNOWLEDGE OF AU. BUILD- ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. •. • "QC. r4 IAp (mis -te ) 1-1 -Top of LDJG t.61t; • ..ALL 'Vcs23k (i ';\ ED ■✓� Ito v 414L. _,L.14.31_4= - t,I 1.' ?44 G, .p1.A►.11cAi� t'a'i Oar, w/ !p1cAl.__ C3% 11..i`..,T2_\LL._ TIOt.J r v ... ........_...,ca a . . 4.. SI — I Yeit.v el...fligOA.4. 441..0 III (447G 4/4.04141,4 We. VOX P NV, Blr," ie Bittgy • • //7 --V.1411 .4i. -;',., 5.47,44. /. /7 r,,.........., / ....,.,2 l'I-fr p voi‹. roo-rit.1/ r'.4-1-' N.P. 1.2 I. "1.4. 1,1.44.04 4.1 ola 11 11 ern- 410, Vs, rvarsomiac. Azra.Trirtl, 1..,/ 14, Co.roVi," Uafinis. vapqr..f W c.,t0,45,014.0.1Ph.1.3 ro/Ir.m.V.• 1,1.4.1414.4../1 va..1 4■144m aamVri*.o. et. r.401.4 Y.-0J Odiait) 11/4k,II•o, 12p/.41.. I { Warr Mir /441 ,14. 1.40.10.1.9 4,444,c4. SI'II44464. VI I/4 1111 it=ywg 0.10. t-+0. SI i-rr 'Q Pe- rLfrN .70 *Pi xa. ■••■••••••••• RIVAISIONIS 4 a • '144144 442.44.4 • aiVioa ev-r15U, .$4* too. 40, SHIBITS. ® FILTER a mgYMER Yak wow I LADDER /HAL co HEATER • ELEV. PT. di TE RMN NAL it SERVICE PANEL 3 / 18s °' .4v/ ( 12,6E MITE: dick air,I>» - LE EtA4 0 w OL OIMENS*OtM ❑ oEacowe�s►OHS, 0 ELEVATION ❑ DIMENSIONS TO LOT LINE ❑ DIMENSIONS TO HOUSE . ❑ STEP LOCATION AND DIMENSIONS ❑ OIRECTIONALARROWNORTH ❑ FILTER LOCATION ❑ LADDER LOCATION If any 0 PLANTER LOCATION if any ❑ ACCESS ❑ UOIIT CONDUIT TERMINAL ❑ OBSTRUCTIONS If .ny (U.O. or 0.1143 ❑ SITE PREPARATIONS H any ❑ PLOT PLAN OR SURVEY ❑ ELEC. SERVICE PANEL. POLE dl WIRE ❑ • WIRE DROPS H am ❑ ANY EXTRAS S„.,.PA -caul?. /�\ A P f.S f-!P_ PLX�\P +C3lAWER SO GPr'� \. ?ft.TC —_R i 1 1�iLLi. F 1CQZet AfR rJCI iITGN �'/ Tln \eR 9 JOTS HEAT c_04- Al /g73 Ioz �T �� N\ 5T I OZ S - Q LAND j ( J 96, Sj-. . R S' U•E . O `` • o -I'- u iv- b` . 1'1 F'. TD 0 (rAckomE) T SPA t1: 5 -eP• � -% II i•� . TM foliating Location points. dimem sonstridconstruction Mite hose been dimmed with me end I approve them •' for pbnre.Evarythbgwehawdiumwsd • • is shown and thsre we no,YMtM1 age. .. mama It' is Molies000d . INS one additlons,er flows will nrowites �� vla _ • 1 ��: ilk Owns 4 it,'.-- I 2' / E X1.5T. �_. ALL 2" PIPtcJ -\ _ _.. -.._. -- � __ -- — tuo00 OLGI`1 : Oates_ 6 EXIST. (.:.)OCG DECK -- ,Ea !!T'• t uSC. AI 60 FT. LAUD 491'12Q2• 6 ,� poca MONO -411.■..' • PALM ace. 737-7511 M... •� vim. w MIAMI - 279-3436 P•E5. SCALE / - t�rQ' . EtFL% J- AB R)A ADDRESS I.2.SO Nr.. 1OZ, 5T. AU�'� \\ SHJP,�5 "' °-`- OWNER PHONE %••�- X9%3 J. H. MANUCv. INC. LAND SURVEYOR 411)I PALM AVOWS %EN 2W RWALEAI(. ?MUM 33021 PHONE 1121-1201 1111 -1220 �v r � 1 24' 1 HEREII' ..GRTIFY that the Plan shown hereon represents a Survey made under my direction and is True and Acct. to the best of my knowledge and belief. AI& J• H. Ma fir Rey Land Surveyor No. 11 Barney A. f rick Reg. Land Surveyor No. 1999 State of Florida dt ,+wa !ss.Wgit.i Ditto ft'41.. 4041,1'. [„or O*4 a_j 3 :���►` -t� . l 02 's °.. o • - C U ELEVATIONS ARE BASED ON U.S.C. & G.S. DATUM, . MEAN SEA LEVEL (M.S.L.) , 7'r7r1 —3 UTtt. V-/ e.RMtat4"1 `r t SURVEY OF: - Lot 3, Block 185 of deCtSt 6. FeNCe "B AY BREEZE," a teaosdsdto Piet Roos 42 et Paso Florid. FOR: JOSEPH P. FARINA 25 occotdiog to But Plat tboseol ut the Public Reossd. of Dodo County. DATE: June 12, 1975 ORDER lIO. 11927 p.a. A/42 -21 REy, i • • ••• • ,• • •• • • ••u3J ' P -• f ••• er d — • • • C4. ,. • • 4 • , • x • 7 HIALEAH i ��. _ I S( 1PPLY INC. • SCREN ROOM W/ 3" INNUTATEAAMVINeti ROOF PANEL PRODUCT AT#1x3Q1 14 IQN FARM •• • • • • • ••• •• DECEMBER 17, 2008 BUILDING OFFICIAL WE ARE THE DADE COUNTY NOTICE OF ACCEPTANCE HOLDER FOR THE SCREEN ROOM W/ 3" INSULATED ALUMINUM ROOF PANEL UNDER NUMBER 97- 0527.08 & RENEWAL # 00- 1018.02 , NOA No. 05- 0929.10 THIS LEI 1ER AUTHORIZES JOSE BONAU TO USE OUR 3" ALUMINUM ROOF _ PANELS, APPROVED UNDER NUMBER 97- Q527.Q8 TO BE USED AT THE FOLLOWING JOB: JOSE BONAU 1250 N.E. 102ND. STREET MIAMI SHORES, FLORIDA SINC LY: HIALEAH ALUMINUM SUPPLY INC. DAGMARA FIGUERAS VICE- PRESIDENT PE MAT #: Miami Shores Village APPROVED Y IA ZONING DEPT E 1/3 � BLDG DEPT SUBJECT TO COMPLIANCE WITH AU. FEDERAL STATE AND COUNTY RULES AND REGULATIONS 1. This form must accompany the application for Building permit and shall become part of the -pea t_docwnents. 2. The authorized signature must bear a raised corporate seal of the company holding the Dade County notice of acceptance. • • ••• •• •• • • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • • •• • • •• • • • • • •. • • • • • NOTICE OF ACCEPTANC ( A) Hialeah Aluminum Supply, Inc. ••• "' 2260 West 76th Street Hialeah, Florida 33016 • • • • • • • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this 'product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Framed Screen Room APPROVAL DOCUMENT: Drawing No. 05 -299, titled " Insulated Screen Room' ", prepared by Tilteco, Inc., sheets 1 through 6 of 6 and sheet 1 A of 6, dated 09/21/2005, last revision #1 dated 09/21/2005, signed and sealed by Walter A. Tillit Jr., P.E. on September 23, 2005, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: A permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", shall be attached to the bottom of each chair rail. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 00- 1018.02 and consists of this page 1, evidence submitted pages E -1 and E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar, P.E. • ••• •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •. •• •••• • • • •• • • • •• ••• •• •• • • • • • ••• •• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinacodeonline.com o"1 /a 6/2-00 6 NOA No 05- 0929.10 Expiration Date: 01/081201.1 Approval Date: 07/06/2006 Page 1 amciAL) t2�v A)E 02_ ST, e No att62ES �L �efoxe► ve4 cuAet /? F J cea woo d Evti °\k'r CtzC i32_114 2- fig) 2e5. Cout.s4 (MN BLOCK CORNER LLI i tu 1 QI r /� N Z IlLsOn OP I 1102nd , (75' PUBLIC RIGHT OF -WAY): 201:: PAVEM ASPHALT 22' PARKWAY 175.19'(R) 8LO0' O,, • <8Po CONE. >SIDjiWALlf'° LOT 2 BLOCK 185 BAY BREEZE SECTION IR) Found DM He o.7T.SS W 10.10' 40.7' 16.70' 5 0.75•CLr ENCR. OE OE ow= N FIP 0 Ur Found Drill Hole 2.8'Encr. 130.00' (R&M) 3.2'CL —+-- (No 1.D.) 85.00' (R&M) LOT 6 BLOCK 185 BAY BREEZE SECTION -I BBO LOT 4 BLOCK 185 BAY BREEZE SECTION OE OE 4'CL FIP 0 1/2"---- 0_ (No I.D.) PROPERTY ADDRESS: 1250 NE 102 Street, Miami Shores, F1.33138 ( FOLIO No. 11 - 3205 - 025 - 0030 ) DESCRIPTION Lot 3, Block 185 of " BAY BREEZE SECTION" according to the Plat thereof as recorded In Plat Book 42 at Page 25 of the Public Records of Miami -Dade County, Florida. There may be legal restrictions on the subject property that are not shown on the Map of Survey that may be found in the Public Records of Miami -Dade County, or the records of any other public and private entities as their jurisdictions may appear. The Map of Survey is intended to be displayed at the stated graphic scale in English units of measurement. Attention is brought to the fact that said drawing may be altered in scale by the reproduction process. This Survey was conducted for the purpose of a BOUNDARY SURVEY only and is not intended to delineate the regulatory jurisdiction of any federal, state, regional or local agency board, commission or other entity. Legal description was furnished by the client. The elevations of well - Identified features as depicted on this survey and map were measured to an estimated vertical positional accuracy of 1/10 foot for natural ground surfaces and 1/100 foot for hardscape surfaces, including pavements, curbs and other man -made features as may exist Well-identified features as depicted on this survey and map were measured to an estimated horizontal positional accuracy of 1/10 foot unless otherwise shown. Legal Description subject to any dedications, limitations, restrictions, reservations or recorded easements. LIST OF POSSIBLE ENCROACHMENT: East fence encroaches 2.64' into adjacent Lot 4 and West fence encroaches 0.75' Into adjacent Lot 2. BENCH MARK USED Miami -Dade County BM 0 B -26, Elevation= 9.44' converted to NGVD 1929. • • •• • • • • • •} •,iC • •• • 74 rr es .9H4744u ..t`G. f T.@ ••• • •• •'6•• I • • N• LOCATION MAP (NOT TO SCALE) FLOOD ZONE INFORMATION: Community No. 120652 Panel No. 0093 Suffix: J FiRM Date: 03 -02 -1994 Flood Zone: AE + 8.00' If shown elevations are referred to N.G.V.D. of 1929 The surveyor makes no representation as to ownership, possession or occupation of the subject property by any entity or Individual. Subsurface Improvements and/or encroachments within, upon, across, abutting or adjacent to the subject property were not located and are not shown. Not valid without the signature and original raised seal of a Florida Ucensed Surveyor and Mapper. Additions and deletions to this Map of Survey by other than the signing party are prohibited without the written consent of the signing party. This Map of Survey has been prepared for the exclusive use of the entities named herein and the certification does not extend to any unnamed party. CERTIFY TO: Jose Bonau and w/. Maria Bonau. SURVEYOR'S CERTIFICATION: I hereby certify: That this 'BOUNDARY SURVEY" and the Map of Survey resulting there from was performed under my direction and Is true and correct to the best of my knowledge and belief and further, that said "BOUNDARY SURVEY" meets the Intent of the "Minimum Technical Standards for Land Surveying in the State of Florida ", pursuant to Rule 81017 -8 of the Florida Administrative Code and its Implementing Rule, Chapter 472.027 of the Florida Statutes. 05-13 -2008 Armando Garcia, P.L.S. Registered Surveyor and Mapper No. 3109 State of Florida. 4 O.0.00 0)i ui U II U U U 01 U U II • W• •• • m '•'' • • CO 8 Ii0 211 U II U U U II U U U II x aA{LLL LLLLLL0Ji !hiI U U U U U U AgfiR U Survey Is not covered by Proffesional Liabflity Insurance. DRIr31I L 05-12 -2008 FIELD DATE REVISIONS: JOB No 05 -159 -08 DRAWN A.V.I. ARMANDO GARCIA Land Surveyors & Mapper 8567 Coral Way # 425,MIAM1, FLORIDA 33155 PHONE: (786) 290 -4184 FAX: (305) 262 -1039 SHEET 1/1 RAMMS ENGINEERING, INC.— - - ROBERT S. MONSOUR, RE. • 11955 _ 2100 W. 78 St. Suite #311.-- - - - --- Hialeah, FL 33018 (305) 822.3141 4,0 1 rye IT. JAM , L7/-\ 2 , litin4 !\t/1L4 1-01 Q-425.21- 7--‹;zz. ‘,011.44::? t7c- 4CA4PZJ at 64f_ g-122(2.-,r 6N0 A La3, T77 172/ v1 ,q -zr k4 t e;01,4- r--CP 1. I—, 12%) — 90,47 1-1/>C31 14ctoM XP, !suet r ;AMMS ENGINEERING, INC. ROBERT -S. MONSOUR, P:E, # 11955 2100 W. 76 St. Suite # 311 • Hialeali,-FL 3301a- (3048224141 4747 --- t MOM, g•hfri-7- ' eier3 0-1"2.- i<Yei Oat 11 RAMMS ENGINEERING, INC. ROBERT S. MONSOUR, P.E. # 11955 2100 W. 76 St. Suite # 311 Hialeah, FL 33018 (305) 8224141 2X (?G tWX mil �' ?'{ �.9 L e_o vim' # , 1, ? -= ? t , 2.4,, 7 -g.<5 xrfo, c9 (c3Jr) RAMMS ENGINEERING, INC. ROBERT S. MONSOUR, P.E. # 11955 2100 W. 76 St.- Suite # 311 . Hialeah, Fi ..33Q16 (305) 822-3141 /1/1,4.kt eeN16.0.):172-te.- 471.1 I 1 '2- - - C..e7 r.14 k!7 1733 65 • .S(47(0 -1-11 C2EQ2, 0140a-(2--- 147-; W?JL,A 6714.M/INI 1-2571-41,) L7/CD 1.4.942 • i iii2ta --eoX -2-(e. X S t2EE .°Aft'thx{ "" 41 4 ELAN Immerzomr. 'Ma PrAdOrAMIVOYAIMMIS MI PE Evfi I I El I; •i Wi l" , 44 t (f2 01"..0" RAMMVIS ENGINEERING, INC. ROBERT S. MONSOUR, P.E. # 11955 ' 2100 W. 76 St. Suite # 311 Hialeah, FL 33016 (305) 8224141 4) A 11 ce(r SAM) ii 4e2, -per 11 RAMMS ENGINEERING, INCA .ROBERT S. MONSOUR, P.E. # 11955 2100 W. 76 St. Suite # 311 Hialeah, FL 33016 (305) 8224141 L • '1J 11 # W-->ciL"7' t� 4? J 1 109--- f Y�1"JV .CYO' ket2P917-1' Fcs=344. GENERAL NOTES; • • ••• • • • ••• 1. THIS INSULATED SCREEN ROOM* SS-TOWI 0�1 •T 5 • • • RO UCT APPROVAL DOCUMENT (PAD.) HAS BEEN STRUCTURALLY DESIGNED Itsi ACcOt?p411Ct s1F 2004 EDITION OF THE FLORIDA BUILDING CODE. DESIGN WIND LOADS AND LIVE LOADS HAVE BEEN DETERMINED AS PER SECTIONS 1620 AND 1616 RESPECTIVELY OF THE ABQ /E 11f4NTIQ,;IED••QODF• fO•R,A BASIC WIND SPEED OF 146 m.p.h., EXPOSURE C AND IN AC'ORQAN'E :WITTt •ASO ' :79.8 STANDARD. ROOF PANELS ADEQUACY FOR if fiD: RfSISTat •HA9 ,BEES VERIFIED IN ACCORDANCE WITH SECTION 1625 OF THE ABOVE MENTIONED CODE AS PER FTL LAB REPORT # 1589, PER MIAMI —DADE COUNTY TAS -202 PROTOCOL. .. • • • •• ••• .. 2. DEFLECTION FOR COLUMNS, BE M.Vi ?4QP ?ANEU SHALL BE AS FOLLOWS: — L /80 FOR ROOF PROJECTIONS kiRacruRE LESS THAN OR EQUAL TO 12 FEET WHEN USED FOR RESIDENTIAL OCCUPANCY. — L /180 FOR ALL COMMERCIAL PROJECTS AND FOR RESIDENTIAL WHEN ROOF PROJECTION FROM EXISTING STRUCTURE IS GREATER THAN 12 FEET. 3. ALL EXTRUSIONS TO BE 6063 —T6 ALUMINUM ALLOY UNLESS OTHERWISE NOTED. 4. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. MINIMUM THICKNESS SHALL BE .055" WITH STANDARD TOLERANCES IN ACCORDANCE WITH THE 'ALUMINUM STANDARDS AND DATA 2003 EDITION", ALUMINUM ASSOCIATION INCORPORATED, WASHINGTON, D.C. 5. ALUMINUM ROOF PANEL ALLOYS SHALL BE 3105 —H154. SCREWS USED FOR ATTACHMENT OF ROOF PANELS TO SUPPORTING STRUCTURE SHALL BE SEALED WITH AN APPROVED SEALANT THRUGHOUT. 6. ALL SCREWS TO BE STAINLESS STEEL AISI 304 OR 316 SERIES WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018. 7. BOLTS TO BE ASTM 307 GALVANIZED OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM MINIMUM YIELD STRENGTH. 8. ALL CONCRETE SHALL DEVELOP 3000 p.s.i. COMPRESSIVE STRESS AT 28 DAYS. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A -185. 9. ALL REINFORCING STEEL SHALL BE A. S. T. M. A-615 GRADE 60 DESIGNATION BARS. 10. SCREEN USED ON WALLS SHALL BE 60 PERCENT MINIMUM OPEN. 11. ALUMINUM MEMBERS IN CONTACT WITH CONCRE /E SHALL BE PROTECTED WITH ALKALI — RESISTANT COATING, SUCH AS HEAVYBODIED BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER ACCORDING TO FLORIDA BUILDING CODE EDITION 2004 SECTION 2003.8.4.4. WHEN ALUMINUM IS IN CONTACT WITH PRESSURE TREATED WOOD, IT SHALL BE IN ACCORDANCE WITH THE F.B.C. SECTION 2003.8.4.6. 12. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE THE STRUCTURE WHERE SCREEN ROOM IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. 13. MINIMUM SOIL BEARING CAPACITY TO BE 2000 p.s.f. 14. CONCRETE AND MASONRY ANCHORS SHALL BE TAPCON TYPE ANCHORS, AS MANUFACTURED BY L.T.W. BUILDEX, OR ELCO TEXTRON, OR POWER BOLTS, AS MANUFACTURED BY POWERS FASTENERS, INC., DAME IERS AND LENGTHS SHALL BE AS SPECIFIED ON DRAWINGS. MINIMUM PENETRATION OF TAPCON ANCHORS INTO CONCRETE BLOCK IS 1 1/4" AND 1 3/4" FOR CONCRE I E. MINIMUM PENETRATION IS IN ADDITION TO ANY ADDED LENGTH REQUIRED TO PENETRATE EXISTING WALL FINISH, PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR TILES THAT COULD BE COVERING THE POURED CONCRETE OR CONCRETE BLOCK WALL OR FLOOR. 15. THIS STRUCTURE SHALL BE CONSTRUCTED ATTACHED TO .A PERMANENT STRUCTURE WITH POURED CONCRE. I L OR CONCRETE BLOCK WALL WITH A HEIGHT EQUAL OR LESS THAN 20'-0". THIS STRUCTURE SHALL BE INSTALLED WITH ITS ROOF ELEVATION EQUAL OR LESS THAN 15' -0" HIGH ABOVE GROUND LEVEL. 16. SEAL AND CAULK EVERY FASTENER USED TO CONNECT ROOF PANELS TO SUPPORTING FRAME AND AT JOINTS BETWEEN PANELS. 17. ELECTRIC SERVICE DROP CONDUCTORS OR ANY OVERHEAD WIRING SHALL NOT EXIST OR BE INSTALLED OVER ANY PART OF THIS STRUCTURE. 18. THIS ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION SAFETY AT SITE WHICH IS THE CONTRACTOR'S RESPONSIBILITY. 19. (a) THIS PRODUCT APPROVAL DOCUMENT (P.A. D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE. CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (a) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE PROFESSIONAL OF RECORD (P.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. PROFESSIONAL OF RECORD, ACTING AS DELEGATED ENGINEER TO THE P.A.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED IT. 20. ROOF PANEL MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE PANEL APPROXIMATELY 4" FROM THE EDGE OF SUCH PANEL. LABEL SHALL BE AS FOLLOW: HIALEAH ALUMINUM SUPPLY, INC. HIALEAH, FLORIDA. MIAMI —DADE COUNTY PRODUCT APPROVED. PkO PUC 'REVISED as emptying with the Florida Bidding Code ae•rpI t Ne 0 5- F.zpir?.lion Date OI By / r 4. Miami Dad P':1 duct Control Division OI) F.B.C. (High Velocity Hurricane Zone) COPYRIGHT 2005 i1LTEC0, INC. TIWT TESTING it ENGINEERING COMPANY 8355N.W. 3551. St., Ste. 305, VIRGINIA GARDENS, FL 33188 Phone : (305)571 -1530 . Fax : (300571 —15 31 EB- 0006719 WALTER A. 111.11T Jr., P. E. FLORIDA Lie. 44167 INSULATED SCREEN ROOM DRAWN 8Y: J.J.V. HIALEAH ALUMINUM SUPPLY, INC. 2280 W. 76th STREET HIALEAH. FLORIDA 33016 PH: {305)821 -0103. FAX:(305)823 -1523 9/21/05 DATE REV. RD 1NCR RTE REV. Na t»w1 DATE 05-299 DRAWING No OLD 87 -109 8/21/06 a 4 SHEET 1 OF 6 2.944" Q • • ••. • • • ••• •• S. • •, • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •.. • • • • �— s3.f5d. • • I •• • • • •• • • • • • • •, • 260' •i§ • R.010" 0 3" x 3" FLUTED POST • • • •• • • — • • • • • • • • • • • • • • • • • • •• • • • •• ••• •• • • • • • • • • • ••• • R • • • •• • • • • • ••• •• • —.oar' 0 rte.) —.12r(B (T ) 0, 3" x 3" COLUMN SCALE 1/8• = 1" SCAM 3/6° _ 7" 4.000' R.031" ,I g .190" 4.000° I- --J2r ‘: —.725' MO ,L CTJP•) L 000 & 0 03 4" x 4" COLUMN RECTANGULAR BEAM SCALE 3/8" = 7' SCALE 3/8" = 7 --- 2000 " -- —1 2.000 .125" .188' TABLE 2 MARK "H" Tw Tf 10 4" .055" .104° 11 6" .055" .120" 12 7° .070° .264° 13 8" .082" . .224" 14 9" .072" .450" 112 x 3/4" S. U. S. ® 16'0. C. ® 'I" BEAM SCALE 3/8° a t" 'I" BEAM SCALE 3/e" - 1° LAP BEAM SCALE 3/4" m 1" �Z000 "--j 2" x 2" PATIO SECTION Sre+c 3 /e' = 7' TABLE .1 MARK "H° ® 3" O 4• O 5" 0 6" 1 "x2 "PATIO SECTION SCALE 3/4" = 1" .876' CORNER COLUMN 2" x 3" PATIO SECTION I- 2.000 " —y SCALE 3/6' = 1' SCALE 3/8" = 1" .055' 062° (TYP) COPYRIGHT 2005 TILTECO, INC. 2" x 3" PANEL TUBE =CD 3/8' - r" 2" x 3" SNAP COLUMN SCALE 3/8" = 1° SNAP2 "x 4" BEAWCOLUMN SCALE 3/6" = 1 ° /iirIiEsc.\ TILUT TESTING is ENGINEERING COMPANY 6'.£SN.W. 36th St. Ste. 305, VIRGINIA MUMS, fL 33186 Phone : (305)971 -1530. Fn: s (305)5/1 -1531 E8- 0006719 WALTER A. TIWT Jr., P. E. FLORIDA Lic. 44167 r-250" 1" FLAT BAR 6063 -15 ALLMIGBAf ALLOY SCALE 3/8" = 1° PRODUCT REVISED sa complying wit§ the Fittr'sda BL;icting Cale Accepfa,-1ce No 05-- 0 Z. asp' tiros« ltd 0 17.7 By 1 r L( L Miami Dad,- : : «sect Cootro F.B.C. (High Velocity Hurricane Zone INSULATED SCREEN ROOM DRAWN 8Y: J.J.V. HIALEAH ALUMINUM SUPPLY, INC. 2260 W. 78th STREET HIALEAH, FLORIDA 33016 PH:(305)521 -0103, FAX :(305)623 -1523 V. NO DESCRIPTION OLD 57 -108 DATE 9/21/06 NEV. w DESORPTION DATE 05 -299 DRAWING No SHEET 1A OF 6 .3g7 • • ••• • • • • ••• •. ^• •• • • • •• •• • • • • • • • • • • • z, • • ••• • • • • o • • • • • • • ro • ..S • ••• • • • • ••• .062" .725' R1.000 °�°• to _ • • ▪ • •• • • • • • • • • • • • 7.0a0r • • • • • • • • • • • • 2.000" • ••• ••• ••• •• •• • • ® 2" x 3" PURLIN •• • • • •• • •• • •••••• • • ••• • • • • •• • • • •• • 7.500" THERMAL FILL - PURLIN PANEL CONNECTORS SCALE 1/4" = 1 " 037` 7HIG (57UCC0 EMBOSSED) 3105 —H254 ALUMINUM SKW TOP & BOTTOM 12" N .750' © CLIP J` INK W/ 1 LB /FT3 DENSRY EXPANDED POLYSTYRENE AS MANUFACTURED BY APACHE PRODUCTS COMPANY, MERIDIAN, MS J930Z W/ DAOE CO. APPROVAL # 95- 0626.01. 11 5 /B• ADHESNE TOP & BOTTOM SHALL HE MDR --AD M-464 URETHANE PREPOLYMER SOLUTION, PRODUCED BY MORTON INTERNATIONAL, INC., CHICAGO, !LLINOIS 60606 -1596 47 1/4" PANEL WIDTH © ROOF PANEL SECTION SCALE: 1/4" = 1 " 47 1/4" ALTERNATIVE 1 47 1/4" ALTERNATIVE 2 ALTERNATIVE 3 ALTERNATIVES FOR SIDE LAP PANEL CONNECTION SCALE 1 /6" = 1- PRODUCT REVISED as con.piyin with en M Buid'tug Code Accept2nce No 05 -- 0 12q. 1 o v xp ration tuO 0 ,II Miami Dad e,r;Tl Tact Cr rtra9 Division F.H.C. (High Velocity Hurricane Zone) DRAWN BY: J.J.Y. COPYRIGHT 2005 TILTECO, INC. /11fliNC.\ TILJIT TESTING & ENGINEERING COMPANY 6355N A 36th. St. Ste. 305, VIRCIMA GARDENS, f1 33166 Phone T (305)671 -1630. Fax : (305)671 -1831 ER- 0006719 WALTER A. TILLWT Jr., P. E. FLORIDA Lic. 44167 INSULATED SCREEN ROOM HIALEAH ALUMINUM SUPPLY, INC. 2360 W. 76th STREET HIALEAH, FLORIDA 33016 PH: (305)621-0103, FAX: (305)823 -1523 REV. NO a68CRIPNON DATE REV. No DATE OLD S7 -108 'S/21/05 a 4 9/21 /05 DATE 05 -299 DRAWING No SHEET 2 OF 8 1/4' 0 TAPCON ANCHORS r o. c. m C. B. S. WALL (TT) 3.000' .000' 5.00r .202* • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • r--2.750' 1 • • • 4 • • • • • • • ed • • • • • • • • • • • • • • • •t 11415 • • • • • • • 555 • o • • • • fri -01 • • • • • • • • t•-• 1.*:?.g75•24. • . • • • • • • • • • • • • • • • • • • • • • HEADER =as: 3/15'., I" --i fr.- .375' .031R. VALANCE 6063-75 ALUMINUM ALLOY SCALE: 4/8"- rr f't oz0 . A iNt oi -34.3* 1.565' 1.500" 'N1 .65' —1 14 TYP. IN J. a i ...i 4., NI 4.500"---I "T" GUTTER 6063-T5 ALUMINUM ALLOY SCALE: 4/e= /' 5 /14 x 3/4" U. S. EA. SIDE PANE. AT TOP & BOTTOM AT LOCATIONS SHOWN F L .065' Typ. PANEL TUBE 6063-T6 ALUMINUM ALLOY SCALE Vet' 1/4' 4 THRU BOLT W/ (2) 3/4' 0 x .047' lii4S'HER 0 12' 0. C. AT TOP 14 x .3/4" S. M. S. 12" O. C. • ..... • • • . • • ..... • • • • . • • • . • • • • . • • • • a 1■111•■■•■••1 -tr DETAIL 1/3 PANEL "-.0 CONNECTION TO HEADER SCALE: 1/4" = 1' BEAM (SEE SCHEDULE) 2° x 2' x 1/5° Cont. Alum. ANGLE (EA. SIDE) W/ /14 x 3/4 S. M. S. 0 12' 0. C. TO BEAM 1/4' 0 THRU BOLT W/ (2) 3/4' 0 x .047 WASHER G 12' 0. C. AT TOP 2' x 2' x 1/5' Cont. Alum. ANGLE (EA SIDE) W/ /14 x 3/4' S. U. S. 0 12' 0. C. TO BEAM DETAIL 2/3 PANEL CONNECTION TO BEAMS SCALE: 1/4' = 1' .111.M.INVIINM•••••■••■■■■■•• 2611 SEAM (SEE SCHEDULE) SECTION A - A SCALE 1/4'- 1' PRODUCT REViSED ta complying with the Merida Raiding Code , Acceptance No 0, - 0 2. Expir ktian Date .1 Miami Ds Di yision a: Jr() a• a, et Central F.B.C. (High Velocity Hurricane Zone) COPYRIGHT 2005 TILTECO, INC. / IL E C 0 INC. TILUT TESTING k ENGINEERING COMPANY 8355N.W. 35th, St., Sta. 305, VIRCHA GARDE, Ft. 33185 Phone : (305)871-1530 . Fox : (305)871-1531 EB -0006719 WALTER A. TILIJT Jr., P. E. FLORIDA Lie. 44167 INSULATED SCREEN ROOM DRAWN BY: J.J.V. HIALEAH ALUMINUM SUPPLY, INC. 200 W. 76th STREET HIALEAH, FLORIDA 33016 P Fe(305)821 -0103, FAX:(305)823- 1523 9/21/05 DATE REY. /40 DESCRIPOON mac RE1f. 80 DESOUPTION OME 05-299 DRAWING No OLD 97-108 9/21/05 a SHEET 3 OF 6 -.74/7/ V VALANCE EACH SIDE (Cont) . ONLY O SCREEN ROOM • • •• • • • • ••• • • • • • • •• •• • • • • • • • • is , /: •,< 74/ - 1 ----------1I II I g7 II •� • • • •• •••C(Cont.) O (Typ.) ONLY AT T SCREEN ROOM. ••la • • •• • • Alum. BEAM (TJP.) --- -- ii - . • • •'• • • • • • 'ROOiY.(14.J• ••••• • • • • • • • •'• • • • • • • •" • • • Alum. Cot (To.) - 1 -- 4.0 -- --41-- -- r E BEAM SCHEDULE G 7 (Cant) BEAM SPAN OR - -� Cot SPACING BEAM SPAN OR Cat SPACING ROOF PLAN - MONOSLOPE ROOF SEAM SPAN OR Cot SPACING —SEE BEAM SCHEDULE NOTE: SEE BEAM & COLUMN SCHEDULE ON SHEET 6 OF 6, SCREEN ROOM (W/ OR W/O SCREEN) AL T. S. DET 5/5 ROOF PANELS GUTTER (Cont.) SCREEN'"�� ONLY AT SCREEN WALLS OPEN (OPTIONAL) ALTERNATE TO EMBEDING COLUMN USE 3' WIDE Col. BASE ANGLE Ea. SIDE SEE CONNECTION Space. ON SHEET 5 18' x 16' Cont. Cone. Fig. W/ 2 it 5 REBARS Typ. O SCREEN ROOM /CANOPY DET 5/5 Cot. EMBEDDED IN FTC. (OPTIONAL TO CUP LS) i=U= 1{=11 =701- ALTERNATE ISOLATED Cone. FOOTING. SEE SCHEDULE ON SHEET 6 GRADE I1— t!- 11— i1 -1i— 11- li= fl- 11 =1 { =11 ET,F,IVATION- MONOSLOPE ROOF SCREEN ROOM (W/ OR W/O SCREEN) IT.S. t (8) 1/4' TAPCON ANCHORS PER PANEL O 6' O. C. I SEE DEL. 1/3 SEE DET. 2/3 HEADER (Cont.) gOR 4' Cone. SLAB W/6 x6", W1,4. W1.4 W.W.M. OVER WELL COMPACTED FILL (PROVIDE IX SLOPE) ROOF 4�PANELS WI f D/4'/17 LOPE # ras M. S O. •r2•c. IOW MS) Oil 11=11 =11= 1= 11 =q =11 =11 = 11= 11 = @ =11= t1 =if =Il = 11= It= 11= i1= 11= 11= 11= IL.- 11 =IIs NOTE : FOR SCREEN R 011 ONLY, ALWA USE f . BEAM W/ i OR COLUMN & BEAM W/ COLUMN / e ii= 11 =q =11 =. — O- 11-11 =a 1= 1=- :N =1P1i =.. 11 =.I1= 11 =11 =11 = 1{ —j_�� - 11= 11= a =u =1t= =II-- 11:- 11 =.11 11= 11= 11 =11= 1--30"-•-1 RETURN 3. CL — SECTION A N. T £ GUTTER (Cont.) J f 10 S. U. S Ea. PANEL drum e 104) i11 TO COLUMN W /(4) 4 10 x 1 1/2' INTERNAL. S.M.S. TO Cot SEE CONNECTION Spaces ON SHEET 5 OF 6 PRODUCT REVISED as stTl1iyiag Mit the Ficrdah Dig Idiag Coda N o EXpirmisn DAie O E. Miami Dade ..1.net CU2*r5 Division F.B.C. (High Velocity Hurricane Zone) COPYRIGHT 2005 TILTECO, INC. /mi.\ TILLIT TESTING & ENGINEERING COMPANY 6356N.W. 36th. St., Ste. 306, V11H8011A GARDENS, FI. 33156 Phone : (305)871 -1530 . Fax : (305)671 -1531 EB- 0006719 WALTER A. TIUJT Jr., P. E. FLORIDA Uc. 44187 INSULATED SCREEN ROOM DRAWN BY J.J.Y. HIALEAH ALUMINUM SUPPLY, INC. 2$0 W. 76th STREET HIALEAH, FLORIDA 33016 PH :(305)821 -0103, FAX: (305)823 -1523 9/21/05 DATE REV. NO PROMOTION 6A1H StY. Na t1ESCA81KP4 05 -299 DRAWING No OLD 57 -106 /21/55 3 4 SHEET 4 OF 6 114 S.M.S. (TyD) • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • :1 /4/• 1f VLO • • • • •• • ••• • • • • • • • • • • • • • • • • •. 1/2° x 1 /8° Alan. STRAP ® 48° 0. C. Alum. COLUMN • • •• ••• •• • • • • •Q ,.�• • o • • • • • ••• •• NOTCHED Alum. I -BEAM FLANGES TOP /BOTTOM W/(3) -1112" 6 THRU BOLTS TO Cal. FFOORR (.9 & Col -5'/6" 00THRU BO TS TO I— BEAM /COLUMN CONNECTION DETAIL M T. S. 1/4 /12 PMi SLR SEE DET. 2/3 3 #14 x 1 1/2° S. M. S. (TAP.) ALUMINUM BOX BEAM W /(3) -5/8" 0 THRU B0115 TO Col. FOR 14 & 3 -1/2 0 THRU BOLT TO COLUMN REST OF BEAMS. Alum. COLUMN NTO OTCCHHEDB2" AT CENTER BOX BEAM/COLUMN CONNECTION DETAIL N.T.S. 3" x 3' x 1/4' x 0' -2 ° Alum. ANGLE (6005 -T5 OR 6081 -7'6 ALLOY) Ea. IDE W/ 4 # 14 x 3/4" S.M.S. TO OR %AND W/ 5/8" 0 POWER BOLTS W Min. BEDMENT TO CONCRETE 1{5'j W/ 1/4" 0 x 2 1/2° TAPCON ANCHORS TO6 CONCRETE 16° 0. C. START FIRST ANCHOR AT 3° FROM FACE OF COLUMN Ea. SIDE AND W/2- # 10 1 1/2° INTERNAL SCREWS TO qi OR { Ea. SIDE CASE 1 2 . SI10 DE x F ° COLUMN Ea. SIDE OF COLUMN Zp OR 18" x 16° CONCRETE FOOTING IV/ 2 #5REB,4RS (1()) OR © BEAM Alum. COLUMN � `L 7 p 0 •r4 1" (SEE SCHEDULE) SHttti 6 DR QUANTITY REQUIRED SCREEN (Typ.) 3" x 3" x 1/4` x 0' -3" NGLE (6005 -T5 OR 6061 -T6 ALLOY) Ea. SIDE W/ (2) 1/2" 0 THRU BOLTS TO COLUMN & (2) 5/13"0 TS EMBEDMENT FOR COLUMNS SUPPORTING BEAMS THAT RECEIVE ONLY ONE SINGLE PANEL PROJECTION FROM ONE SIDE + 2' -O° Max. OVERHANG FROM THE OTHER SIDE. FOR BEAMS RECEMNG ROOF PANEL PROJECTIONS FROM BOTH SIDES USE (4 3" x 3" x 1/4" x 0' -3" Alum. ANGLES (6005 -T5 R 6061 -TS ALLOY) ALL AROUND W/ (2) 1/2" 0 THRU BOLT EA. ANGLE TO COLUMN & 5/8" 0 POWER BOLT W/ 4° Min. EMBEDMENT TO CONCRETE EACH ANGLE CASE 2 COLUMN CONNECTION TO FOOTING N.T.5 CONCRETE FOOTING 47/2_ S/—' (SEE SCHEDULE) ON SHEEET 6 FOR QUANTITY REQUIRED Alum. COLUMN OR DETAIL 5 : BRACING CONNECTION DETAIL (ELEVATION) N. T. S. NOTE : THIS DETAIL 15 FRONT WALLS ONLY REQUIRED FOR SCREEN ROOMS. PRODUCT REVISED as complying with the Florida Baden Code ?Eecepumer;14;07 —OCf 4.7.I0 £xpi r i e 01 fl Y7_ 01 / By. Miami Dade Division act Corr 7 F.B.C. (High Velocity Hurricane Zone) COPYRIGHT 2005 TILTECO, INC. /TNC.\ . 'ALEUT 'TESTING k ENGINEERING COMPANY 6355N.W. 38th. Ste. 305, VIRGINIA GARDENS, FL. 33188 Phone c (3871 -1830 . Fax : (305)571 -1931 EB- 0006719 WALTER A. TILLIT Jr., P. E. FLORIDA Li c. 44167 INSULATED SCREEN ROOM DRAWN BY: J.J.Y. HIALEAH ALUMINUM SUPPLY, INC. 2160 W. 76th STREET HIALEAH, FLORIDA 33016 PH:(305)821 -0103, FAX:(305)623 -1523 9/21/05 DATE RV. OLD tae 9/2o /MI 4 atscixrnma 1 86 05 -299 DRAWING No SHEET 5 OF 6 BEAM SCHEDULE MAXIMUM SPAN 3 9R; A;tIYttI;TjI$ IARY WIDTH * LAG BEAM TYPE REQUIRED FOOTING SIZE IN SAND/ROCK • trFligJT R'f WIDTH*** MAXIMUM BEAM OVERHANG 5'-0• 81-0" • .a.. 7'-0" • _• • 8'—G" • • • •9' -01: • • • I O' -0' 11' -0• 12'-0' ® W -B° 5•-2° – 4' -1"Q' • : 4'7,0 • ,•i i� if• 4'-0° 3' -]0' 3' -8° 1' -7` 4'_5* 4'-2" "3' sa).1 • i •3.i9i • •,03.-•7;• 404 3, -6° 3.-5" 3' -4" 1' -7° O 6' -11' 6' -4` 424 5' -10° 5' -6" 4' 5' -2` 4' -11" 4' -8" 4' -6" 2' -0" 5' -7° 5' -3` - 5'-0' 6' -7" 4' -10' * -7° 4' -5" 4' -3" 4' -2" 2' -0" ® H' -2" 7 -5' �10v : • • •6'y�• i• 6 f1 " 5' -9' 5' -5" 5' -3° 2' -5° 6' -9" 6' -4" tsar i : :5•-:6:• °� i 5T •6' 5' -4' 5'-2" 5' -0" 2• -5" 9' -3" 8' -6' •74-10• • • 7' •4 °• • •• l•-10° 6' -8° 6' -3' 6' -10° 2' -10' r-11• 7 -5' 7-0' 6' -9' 6' -5" 6' -3° 6.-1° 5' -10° 2' -5" ® ** 10' -10' 10' -2" 9'-8" 9' -B" 9' -8" 9' -B" 9' -5" 9' -3" 4' -0" 10' -10" 10' -2" 9' -B" 9' -2" 8' -10' 8' -6" 8' -3" E' -0" 4' -0" O** 9' -8° 9' -8` 9' -8" 9' -4" e' -9" 8' -4` 7' -11` 7' -7" 3' -7° 9' -6° 8' -11' 8' -6" 8' -2" 7 -10' 7' -6° 7' -4° 7' -1" 3' -2' 0 5' -10" 5' -3° 4.-11" 4' -7° 4' -4' 4' -2" 3' -1C" 3' -9" 1' -7` 4' -11" 4' -5' 4' -5" 4' -3` 4' -1" 3' -11' 3' -10` 3' -8' 1' -7 7' -9' 7 -i" 6' -7' 6' -2" 5' -10' 5' -6° 5' -2` 5' -0" 2' -5" 7' -0" 5' -7" 6' -3" 6' -0" 5' -9" 5' -6" 5' -2" 5' -C" 2' -5" (1 ** �5' 9' -8" 9' -8" 9' -6" 5' -10° 8' -4` 7 -11" 7' -6" 7 -2` 3' -7" 9' -8" 9' -1" 8' -6° B' -2' 7 -11" 7 -7° 7' -5" 7-2' 3' -2" 0 ** 10' -5" 9' -10" 9' -B" 9' -5" 5' -10" 8' -5" 8' -0" 7' -8" 3' -7" 10'-5` 9' -10° 9' -4" 8' -11" 8' -7" 8' -3° 8' -0" 7 -8' 3' -2" 0 ** 12' -2" 11' -5" 10' -lO" 10' -4° 10' -0' 9' -B" 9' -4` 9' -0° 4' -5" 12' -2" 11' -5" 10' -10' 10' -4" 10' -0" 9' -8" 9' -4" 9' -0" 4' -O° © * ** 4'-4" 4' -7' 3' -8` 3' -6" - - 1'-2" 3' -B° 3' -6" 3' -4" 3' -2° _ - - = 1' -2° f* ** �j 5'-1° 4' -7" 4' -3° 4' -O" 3'-10" 3' -7" 3' -5° 3'-3° 1' -7" 4' -6" 4' -3" 4' -0" 3' -10" 3' -8' 3' -7° 3' -5' 3' -3" 1' -7" * TRIBUTARY WIDTH: - ROOF SPAN (FROM WALL TO FRONT BEAM) /2 + OVERHANG FOR ROOFS ATTACHED TO BUILDING. - ROOF SPAN (FROM BEAM TO BEAM) FOR ROOF ATTACHED TO BUILDING WITH MULTIPLE BAYS. ** 0, 09 de ® BEAMS SHALL ONLY BE USED JOINTLY WITH COLUMNS ® OR , *** ALWAYS USE ® BEAM W/ @ OR ® COL & BEAM W/ g COL (NEVER USE ® BEAM W/ ® COL) COLUMN SCHEDULE MAXIMUM COLUMN SPACING (Ft.) * FOR A GIVEN HEIGHT, TYPE OF COLUMN AND TYPE OF STRUCTURE WHERE COLUMN IS LOCATED COLUMN TYPE REQUIRED FOOTING SIZE IN SAND/ROCK REINFORCING STEEL EQUALY SPACED EACH WAY. SAND /ROCK SCREEN ROOMS W/ ROOF ATTACHED TO PERMANENT BUILDING VW o°° 120 WITH SCREEN WALLS W/O SCREEN WALLS 7' -0" 7' -6" 8' -0" 8' -0" 9' -0" 10' -0° O- 2' --10° x 2' -10" 2' -0 "x 2' -0° – – *** aat - 0 - - - 404 aa* a04 - - - 404 424 444 ( - - - a*a 424 404 4' 3.-11" - 8.-4" 6' -7" _5" - 8' -4" 6' -7" - 4a 44 at tat 14' -3" •• ** 4'_6" 24 14' -3" - * Max. COLUMN SPACING SHALL NOT EXCEED Max. BEAM SPAN AS PER BEAM SCHEDULE FOR A GIVEN BEAM TYPE. to LIMITED BY BEAM SPAN AS PER BEAM SCHEDULE BUT NOT TO EXCEED 7 -0 ". *** UNITED BY BEAM SPAN AS PER BEAM SCHEDULE. MINIMUM FOOTING SIZE FOR A GIVEN ROOF TRIBUTARY AREA BEARING ON COLUMNS ROOF AREA BEARING OR COLUMN (Ft.2)* REQUIRED FOOTING SIZE IN SAND/ROCK REINFORCING STEEL EQUALY SPACED EACH WAY. SAND /ROCK 144 5' -6" x 5' -6° 3' -3" x 3' -3" 5 # 4 REBARS 4 # 4 REBARS 120 5' -0" x 5' -0" 2' -10" x 2' -10" 5 # 4 REBARS 3 # 4 REBARS 90 4' -4" x 4' -4" 2' -2" x 2' -2" 4 # 4 REBARS 3 # 4 REBARS 50 3' -6° x 3' -6° 2' -0° x 2' -D" 4 # 4 REBARS 3 # 4 REBARS 40 2' --10° x 2' -10" 2' -0 "x 2' -0° 3 # 4 REBARS 3 #4REBARS 25 2' -2' x 2' -2" 2' -0" x 2' -0" 3 # 4 REBARS 3 # 4 REBARS OR * ROOF PANEL x (ROOF PANEL S SPAN /2B+ 0.S H.) x BEAMIOSPAN (END COLUMNS) Max. ROOF PANEL SPAN SCHEDULE SPAN CONDITION Max. SPAN •L' L /BO L /180 >11' -0" TO 22' -0" Max. 10' -10" 9' -1' B B L F-- ---t 11' -1" 9' -2" �A iS� 11.-4" 9' -5 " A L— b t.2 – 11' -10" 11' -10" 6 n B L I-- —^-1 ANGLE TO FOOTING APPLICABLE TO ROOFS ATTACHED TO - PERMANENT BUILDING. COLUMN EQUAL GRADE i E- H I —1 I IIP SEE SCHEDULE 2 # 5 x 24" DOWELS C 90' ISOLATED FOOTING DETAIL 3000 pal 're ISOLATED CONCRETE FOOTING SEE SCHEDULE FOR REINFORCEMENT REQUIRED F ROOF PROJECTION P (ft.) TOTAL NUMBER AT oF FRONT WALL 11' -0" OR LESS 2 >11' -0" TO 22' -0" Max. 4 P = DISTANCE FROM EXISTING WALL TO FRONT SCREEN WALL PRODUCT REVISED es cap'ror.F; with the Fiata€1 Bait' Acecptalt2 Tie J –o Eapst712h age 5/33);ara ; _ %4P -r asseiat Csaotrol Dit•isian F.B.C. (High Velocity Hurricane Zone COPYRIGHT 2005 TILTEC°, INC. /''mico1.\ TILLIT TESTING & ENGINEERING COMPANY 8355N.W. 38th. St., Ste. 309; VIRGINW GARDENS. F1.33166 Phone : (305)871 -,830. Fax : (305)671 -1531 ES-000E719 WALTER A. TIUJT Jr., P. E. FLORIDA Uc. 44167 INSULATED SCREEN ROOM DRAWN BY: J.J.V. HIALEAH ALUMINUM SUPPLY, INC. 2260 W. 76th STREET HIALEAH, FLORIDA 33016 PH:(305)821 -0103, FAX:(305)823 -1523 REY. Ne GE8CRRilOx 6ALE ROY. Re 065061P7106 OLD 67 -100 6/21/06 a GAZE 2 4 9/21/05 DATE 05 -299 DRAWING No SHEET 6 OF 6