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BP-03-781tt► Master Permit No. wail Subsidiary Permit No.. PERMIT APPLICATION D3 �0 � ,1? STRUC'TIONiS -'l'he follow -ing steps mist be taken to obtain 'a permit''mmrr the Miami Shorts Vilkige: Step 1. Complete the attached permit application which Fnuct._ lie sig»ed hy�he prop r owner and gualifi__ re Both s *natures must be notarized Please print or type to allow for a more accurate processing of your application. If roofing work wiIJ be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the cam let g ed application with all necessary docutnents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. _1PPLICATION Job Address: 1271 - 1289 NE 105th Street Miami Shores Florida 33138 Address Apt. City State Zip Folio Number 11- 22 -32- 027 -0010 Lot A, A -1, A -2, A -3 Block Subdivision ANCO Curn nt Use of Property Vacant Proposed Use of Property Tenant Information PB 53 PG 54 PERMIT TYPE ( ✓.) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other • Description of Work Construction of 10 Townhome units Zoning Linear Feet Square Feet Units 10 Floors 2 Value of Work $500,000 Bldg Value • Tax Assessed/Appraised Value Flood Zone " Base Floor Elev. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspectlon ARCHITECT Name ROGER PIPER LicenseN °AR 13039/FL Address 20100 NE 21ST AVE., N.MIAMI BEACH, FL 33179 "'" 305) 932 -5200 Fax (305) 932 -0025 PROPERTY OWNF N: BRIAN SCHEINBLUM NaWVILLAGE DEL MAR DEVELOPMENT GROUP, LLC Address 1655 NE 115TH ST. # 12, MIAMI, FL 33181 Rome Telephone,. W) 965 -5893 Bu Telephone. 05) 981 -4702 Fax (305) 675 -9221 TYPE OF MANAGEMENT (✓ ) New Construction License N°CGC 038392 Enclosure Telephon�e305) 740 -0020 5) 665 -9222 Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other ENGINEER Address Telephone Fax CONTRACT( pt,LANTIC GENERAL CONSTRUCTION Name H. TOD BERMAN License N°CGC 038392 Address 1541 SUNSET DR. STE 301. CORAL GABLES FL 33143 Telephon�e305) 740 -0020 5) 665 -9222 Qualifier Name TOD BERMAN Page 2 PERMIT APPLICATION 1;141N()�'+1'1' h()T�('['� 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does riot 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 area MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT 13E 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 TOII.F,TS for a construction site require a separate permit. 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 Envimntnental Resources Management (DER.M) and/or Miarni -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. .I'I'I1) /'41'[1 - Flt' ISC 1 L t(t t;ari[ull‘. 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 govemrnental agencies. 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, 1 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 pennit exceeds fifty percent (50%) of the replacement cost of the structure, then the entire structure Inust 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, lit Floor,'(305) 679 -1078. Once recorded, the Notice of Commencetent must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STAI E OF FLORIDA, COUNTY OF MIAMI-DADE Sigi'iature of Owner °gym a ,t >Pt!•� r:' -ua Print Name Sworn to and subscribed me this a ,, day of _{ t■. - g: • Si re of Notary ' blic - State of Honda `,,t.�� ,, Lance Simon Commission #DD181277 Expires: Jan 30, 2007 Bonded Thru Personally known �t Adllgtnatio SEAL: fcoRt r�A Type of Identification Produced: bL. SS r i t-7 7- ?e STATE 0 COUNTY OF MIAMI -DADE Signature of o '.ractor /Qualifier Print Name Sworn to and subscribed be f ..��«his & of ry ubli. - State of Florida .4,Va�, Lance Simon = Commission #DD181277 _�. Expires: Jan 30, 2007 •' o Bonded Thru )..1,33''s w Atlantic BondinggCo.Inc. Personally known OR. Produced identification Type of Identification Produced: Page 4 PERMIT APPLICATION OFFICE USE ONLY LI OWNER - BUILDER. FORM (Attach) LI FIRE DEPARTMENT APPROVAL (Commercial / multi-family) O CONCURRENCY (New Construction) O OTHER (Specify & Attach) • • PROOF OF OWNERSHIP (Attach) • HRS / DERM APPROVAL (Septic / Sewer) O LVLPACT FEE (New Construction) • OTHER (Specify & Attach) O CONDO ASSOCIATION APPROVAL (Attach) • BPR APPROVAL (Restaurants) LI CONTRACTOR REGISTRATION (On File) $3.00 per page (Scarming Fee) .Miami Shores Village Bond $ Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Rad Petov4-1- Code Enforcement Fine Zoning Review Notary 141., 3co, = x/1000 x 0.60) (,-.005/sq.fi.) (0.01/sq.fr,) TOTAL L/3 00 REVIEWED AND PREPARED BY: DATE: SECTION BY DATE Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official c\iii\ 05_ C()NDI'll()N t)1,' Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795-2207 • FAX (305) 756-8972 • http://www.miamishoresvillage.com BTP6 PeitAtri 824 q ion � 78 Y___ �a s_- = a, vs o 39 s ervAdtv al 'o Z30NEiNN34 ESN I IS I d0 , aw>3N ma T Aad 33SflOHNMOI NEW 130839d110r paw8aoad rood N zaa('oad 0100- 420- 2£22-II :OTIod 8016- 668(50£) :auogd 'Tovluo3 Wfl18N I 3HOS NEi I X18 NW :awns' eN l o+e l uo3 1411101 - 81II�60 - 1000 -E002 : aagwnN waa0 III�I�I IIIIIIUp �11IIII�II111 �I�IIIIIUIU IIIIIIIIIIII�I�I� III�II��IIIIIIIII ��- FIRE INSPECTION REQUIRED DO NOT OCCUPY OR STOCK until the Fire Department approves aT.C.O. of C.O. 45* DADE CO. Frc'E D ~P APPUCATION # y 3 ADE co. S APPLICATION # PRIOR TO INSTALLATION OF ROUGH ELECT ::;C 4•vls. ;N3 CHECK NAM;,PLATE DA IA OF A/C EQUIPMENT, HOT WA T _R HEATERS AND C.T :ER EQUIPMENT TO O3TAIN C , RR CT W'f S:ZES AND ERCURRLNT PROTECTION. ADEQJATE SER=VICE CAPACITY MUST RE PROVIDED. SUBJECT TO ELECTRICAL, INSPECTION. ©..., - 0 ,mod n eP I`-OrpC-0—Q .ary ta,_._ 531.%) 1L _ 9 , I0 • i1I )i,t ::,4 :uois!Awd S3� pQ jN3W3JbNH4g )?�' ;` . A LO UOISrua 1O 4i+.'t: _ :. t,•. ;d11FIt3t1IltJ�I3 /AT7 1367yvc'10557 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 �� Building Inspection Request Date %OIO(0 Time ao4 Type Insp'n Permit No. 13P 03 ° ' I Name ViI1e l 00r Address Ian ld-$9 ti to S s4 Company , , 41t Phone # Re- Insp'n Fee ❑ Stg-e 0:1( Pr.cy (/ ( Povr- C� clAA ova 45 fleis €( &ceg 're Miami Shores Village Building Department 10050 N.E.2nd Avenue, Nfianni Shores; Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING. Permit No. i8P d 3— 78 PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address City Tenant/Lessee Name Master Permit No. Electrical Plumbing Mechanical Roofing Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES NO County Miami Dade Zip Contractor's Company Name Phone # Contractor's Address City Qualifier State Zip Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ['Addition ❑Alteration New c ❑ Repair/Replace ❑ Demolition Describe Work i7` /424- Submittal Fee $ Permit Fee $ 3 J Notary $ Scanning $ Code Enforcement $ Structural Plan Review. $ g© Total Fee Now Due $ �1U ■J\ 9 (Continued on opposite side) * ** CCF$ Training/Education Fee $ Technology Fee $ Bond $ Radon $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AiiI 1DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 OCT 2 3 2003 Plans Examiner Engineer Zoning ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508, N. MIAMI, FLORIDA 33181 • (305) 891 -5049 • FAX: 891 -0504 October 20, 2003 Chief Building Inspector Village of Miami Shores 10050 N.E. 2'd Ave. Miami Shores, FL 33138 RE: Village Del Max N.W. Corner of Biscayne Blvd. & N.E 105th Str. Miami Shores, FL Dear Sir: Second floor slab stair opening was modified by the Contractor and main slab reinforcing (band beam) was cut during this process. Following our discussion with the Owner regarding this matter, the General Contractor retained services of his engineer to provide computations and details to correct this condition. The attached corrective measures and details was submitted to this office for review and is approved as noted. Please feel free to call me if you have any questions. Sincerely, = •: Lau_.evo Ali Arbab P.E. For Arbab Engineering, Inc. 1 Locp TE Act.oJJ ) 4fiai- DPE,J�,J 4• • S'� L Ica L v .c° i t-kG . L w c `sL. 4 ra, -. 7 t` e4. P P6 9--T' t t .1 _ 'PS i2 Tt1..c5' 6 .. -' t iF 4,C . 5z TesaSL 154, 135P L. _ 40 5f 2 -D ea t 6 1-) 1660P0 V-1-66a, b.L.m.s 1rJb pc L G L..= 4o psp ¶31-61- Lcike : ? (174,604 .= tiilo�o �bs 17 A -7.c,4 Stc: ()St" LI-' ) 4 "1c t '' to/ " Tc 0..51 re </ ..c (3 ALBERTO J. • ` P.E. CIVIL ENGINEER 2501 SW 89TH AVE MIAMI, FL. 33165 PHONE: (305) 226 -8143 Coto Vii rt 13 eFvczz uu ribl q UI 5L 443 ALBERTO J. CORRALES P.E. CIVIL ENGINEER 2501 SW 89TH AVE MIAMI FL. 33165 PHONE: (305) 226 -8143 �c1 N €v..l 5tEEFIL COL. 3 i. )i-.14 (T. '• ft ) .r M J GE M1j13 is . c=©t 4 i7(r(Q c-i GvTTit4G ALBERTO J. CORRALES P.E. CIVIL ENGINEER 2501 SW 89TH AVE MIAMI, 05j PHONE: 226 -8143 STLUUt 3142 ",49 %2,14,1` 1f4_i ► hse /04‘.,c- �drx � x ' T -ice svi4. as p g — CO $C . L Q P3. ` I ti‘ 4 y 9� r 6-rra 5c,2 , STL. COL. TO FTC. DETL. FOR 1 \T RIOR COL. N.T.S AS �d� �$ P.E. 2501 SW 89T& AVE PHONE: 05 (305) t% 4. -1-Lt P • MIAMI SHORES VILLAGE --- varaxamelwaYIa APPROVED BY ZONING DATE STRUCTURAL ELECTRICAL PLUMBING MECHANICAL ROOFING [BLDG. uncial_ SUBJECT TO COMPLIAVC4 WrTii ALL FEDERAL, STATE AUO COUNTY R V S A REGULATIONS. MIAMI SHORES VILLAGE ASSUMES I•t■ RESPONSIBILITIES FOR ACCURACY OF OR RESULTS FROM THESE PLANS. COMPLIANCE WITH THE SOUTH FLORIDA 0UILNIG CODE AS ADOPTPI C" MIAMI SHOIZE3 VILLAGE IS REQUIRED. T`i- EARCHHICT, BUILDER & SUB CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE Of ALL BUILDING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. kEVIEWED & APPROVED FOR COMPLIANCE WITH THE D IGN CONCEPT ONLY. XSEE NOTES IN DRAWINGS ❑ REVISE & RESUBMIT Checking is only for conformance with the design conmpt of the project and compliance with the informatin given in the Structural Drawings Contractor is responsible for dimensions to be confirmed and correlated at the job site, for means and methods of construction: for information that pertains solely to fabrication processes, and coordination of all trades. Any conflict found in the Contract Documents during the preparation of these Shop Drawings must be brought to the attention of the A/E of Record. Any deviation from the Contract Documents (or proposed substitution) must be clearly noted and highlighted in these Shop Drawings in order to receive specific consideration. Any such item not clearly noted is to be considered rejected. O � / C°3 By Date: Arbab EngineerIng,,Inc, Miami Shores Village Building Department 10050 N.E.2nd Avenue, Mami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle Permit No. Master Permit No. ( �7' d Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Wu- E- > Phone # Owner's Address / 4 S J( i- City Nt r •P State F. zip 33/e r Tenant/Lessee Name Phone # - 5873 Job Address (where the work is being done) / /Err 'r- City Miami Shores Village County Miami Dade Zip 3.3f 3 e Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑A , 'tion ❑Alteration ■ New ❑ Repair/Replace ❑ Demolition Describ Work: Submittal Fee $ Permit Fee $---' CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 3 (Continued on opposite side) NOV 0 7 PAID"' t \C -- Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Cho 10/14/03 OCT 2 3 21191ans Examiner Engineer Zoning LEO LLANOS, P.E. Consulting Structural Engineer 18495 S. Dixie highway, #337 Miami, Florida 33157 (305) 378 -6916 JOB .I INPIA$D RAM IJ v R All.. \sQ t SA M OF 5 SHEET NO f CALCULATED BY 1 L -l✓ DATE q11 erg CHECKED BY LLL I %red DATE SCALE R1. ILIA& 7-)G55.16. ? Ep o '. Vloterclf, P»1111 Cock. pot d► ?�o,.1 Y 'Top cAP 2545" !r -rtgo s ► q r 2 ><2 x , oas a posts Q 41.4 4/614 'c ktt; x. o s c 41 "i °Ic -e--44."96y5112`:110 401.. ro S1 Mica-WA' glo ceMerr 1 1355 es 2 ")e • Oda �x • ; d 3`b°) In3 "Ty 4346). i n + p : 12511/8 Svc, tbs to-t44 PSTs _ Coo4v1 T -cs AL�o Pc0s1 GAF) 601_ (Ooto3 tJo X11∎44, or Pns`( C-4 A ra �- voA 0.0e. • g.,ts,1 013 e'uirerirte* � •1rt 7rn 0 6001 10 C.10 Kul Conte TS - l} k51> fvo ixlC�c�l� w`�hi✓i ,M crF MRy f0 )(ITS 64 SO (601, Mr :ice )'42 - 814-oo ►3-1hs. "tb� u 0.DActe 41 0,G &40:, , W5g t'5t z Moco'1 431,1 LEO LLANOS, P.E. Consulting Structural Engineer 18495 S. Dixie Highway, #337 MIAMI, FLORIDA 33157 (305) 378 -6916 JOB 'S TANDP*tr.D R A IL t n161 6 SHEET NO. ) !� OF CALCULATED BY `' DATE g ' / .4,13 CHECKED BY DATE o 9 -a-00.3. SCALE Gke c �-s1 roul- ro t-� °PvsP smLc-orrienT of�_ 3' /2'�N► I,N PrND 0) A ME1 ) © remex A ckrnj ' U Crherli (ror\ 1 re e.l Fccer) X t rUe4tke. r)8"or i� Ce cr, e,4 I to/ Doo rs % 20.2(2-)3L t4 t 2 n, o ` _ 2 [CrY/ —61)-4 J F. 4,Zp m(24 -m) Qr(2m2t3l.rnJ r�n t L. 2 3 rn tlpL `3 IC 1,1 - 1.115" a.. = 2172 2G of P_ 2bc7 2: (For r c25.1) PI era VT LEO LLANOS, P.E. Consulting Structural Engineer 18495 S. Dixie Highway, #337 MIAMI, FLORIDA 33157 (305) 378 -016 JOB 7AIrDA'y./ F/!tL�/ViC7 SHEET NO. CALCULATED BY OF LLL CHECKED BY 1 \ 1 L U. DATE DATE SCALE Ft■eifyl tie tit tots (0E21 ire 4nc. 4 (te Ce- r +-j Ti ,4Sc10301ro) a 45Qo Psi 1`c= lb) Ooo Fst 4E c > 2.2Z.D rs1 Gile nckttu R '51121141.) x 31/2'4 Jo-, I 1114 ft 1 2.q 16,s -P 2 = C.an9 (3,$) 1 3S0 Fs ! > 124.6 Ps II 1140$ rs1 k 04C 1 3,> 241 (e., b an ►'L171.4 con. ±4144 AIL Cn F n•3 _ 9' 4 O = 0.)c40 Pst kw-t. 4- U ACS k i + 2-rr' ,c4 (q „�o = ,q 3 (21- z 2 U \ 1 nit 1.1 (312.q. &roil 0°4 R �t� p c icl A vi s- 11(p psi 1604 > ive o 3aoo(ost) FRO : RA I LCO INC FAX NO. : May 11 2000 09 :12AM P4 PremhcMCil1)I0tite IRON FREE GROUT IRON FREE GROUT Is a high strength, fast setting, metallic free controlled expansion cement designed for use as a solid base forplates. heavy •machinery bases, bolts and general non - shrink repairs. It also provides an ideal base where thermal movement is o factor, for setting columns. railings and post tension cables. IRON FREE GROUT provides: • A permanent bond • Superior resistance to thermal changes • Excellent resistance to heavy load factors • A stain and rust resistant substance COMPONENTS IRON FREE GROUT consists of Calcium Sulphate Hemihydrate: 92% Pouring Consistency; 24 ib, Water io 100 lbs. IRON FREE GROUT. Average Setting Expar••sion: .00125 -.00104 Average Grind: 99.8% Through 100 Mesh: 83.6% Through 325 Mesh USES A fast setting, metallic tree cement designed for use Os a solid base for plates, belts, and general non-shrink repolrs IRON FREE GROUT' Is a high quality factory prepared controlled expansion cement which when mixed with water to the proper constancy will Provide v permanent mechanical bond to metal or concrole. Because of the superior quality and Integrity of IRON FREE GROUT the applications ore many. 11 is strongly resistant to heavy load factors. thermal changes and chemicals, and will not contribute lo or support rusting or staining. The compressive strength roaches o minimum of 4.000 p.s.l. in a 60 minute period. a minimum of 7,300 p.s.l. to a 24 hour period and a minimum of 10,000 p.s.i. in 28 days. INSTALLATION Sur face Preparation is clear and dust free to ensure proper mechanical bond. Moisten dry surfaces prior to the application of IRON FREE GROUT. Make sure that all bolts. bearing plates, and dowels are secure and in place. The cavity should be at least 3b deep with enough room for pouring. MIXING Use clean, potable water only al 10 degrees F. Hot water will accelerate setting and cold water will retard setting lime, IRON FREE GROUT can be mixed to either a Plowable or a plastic -like consistency depending upon the applicators desired use. For a flowable consistency, mix 3 parts powder to 1 part water, Stir thoroughly. Do not add water after IRON FREE GROUT hos started to stiffen as this will retemper Not for use over substrates the material and cause loss with dirt, grease, oil, dust, of strength. chalking or chipping paint or any other foreign IRON FREE GROUT Is a material chat may prevent complete product. Any proper bonding, Not for use addition of materials could below the waterline or as a be harmful o the r erto m c ofhQ nisheci water. barrier. P product. Make sure that the surface FFIM RA I LCO INC APPLICATION The effectiveness of this product dopends upon its proper application and the condition and preparation of the surface to which it Is applied. Prepare only enough material that con be used in an eight minute period and apply as needed. DO NOT REWORK, Ailow 20 minutes for setting under normal conditions. When using outdoors. IRON FREE GROUT should be copped by 1' Cement /sand or water proofer to protect from the elements, Do hot apply in temperatures l(•wer than 45 degrees F. Do not ramix after initial mixing. Do not rework once the mixture has become firm, CAUTION This product may cause skin irritation. If this product should come into contact with your skin, immediately wash affected skin area with clear water. When mixing or applying this product, use waterproof gloves. adequate eye protectors and a respirator which hOs been approved FAX NO. by the U, S. Bureau of Mines for toxin nuisance and pneumoconlosis producing dusts. STORAGE Store IRON FREE GROUT In a cool, dry area for prolonged storage life, WARRANTY Limited Womanly: THE PRObucT SHALL BE. IN ITS UNOPENED PACKAGE, OF 'iHk KIND SPECIFIED WITHIN. THERE IS NO OTHER WARRANTY 01? REPRESENTATION OF ANY KIND, express or Implied (including NO WARRANTY OR MERCHANTABILITY OR OF FITNESS FOR A PARTICULAR PURPOSE). NO WARRANTY SHALL BE IMPLIED 13Y LAW. i his LIMITED WARRANTY continues Only until such time as the buyer opens the package and examines its contents. if the buyer, Offer opening the package and examining its contents. determines that Me product Is not of the kind specified herein, the buyer should write to PREMIX MARBLETITE MANUFACTURING COMPANY, 3009 N,W, Tth. Ave., Miami, Florida 33122 explaining the defect and May. 11 2000 09:11RM P3 enclosing a sample of the product. PREMIX- MARBLETITE, upon receipt of the sample from the buyer and without cost to the buyer. will reploc. r? the portion of the pioducl that Is determined to be defective, Thls shall be the buyers sole remedy for breach of wun.Gir1Iy and such remedy shall be in lieu of any claim for damages. including incidental or consequential damages. Some States do not allow ►imitations on how long an Implied warranty lasts, or exclusions or (imitations of incidental or consequential damages, so the above limitations or exclusions may hot apply to \ This warranty gives , ou specific Iega' : �t �,. �arict ; .... may oISO have oll',e, ,JI .', which vary from State to State. MAINTENANCE None specific. TECHNICAL SERVICES Factory trained, experienced representatives are located throughout the state of Florida to assist you personally and /or an the Jobslle level. Pre nnlix - Mcirbletite PREMIX- MARBi_ETITE EXECUTIVE OFFICES 3Q09 N.W. 75th Avenue. Miami. Florida 33122 0304) 592-5 (800) 432 -5097 (3175) 6691 -1497 FA k ORLANDO PLANT 520 Wade Street, Winter Springs. FL 32708 P.O. Box 180841, Cosselberry. FL 327180841 (407) 327 -0830 (800) 432.5539 (407)327-D942 FAX n 2.5/811X 1 11 ALUM. OVAL HAND RAIL 211X 211X .09311 ALUM. POST 60W T b 3/411X3/411 RLUM. PICKETS (5e3ECT 4 cp•ohisect 5) C 13 /41X3 /41IALUM. BOTT. RAIL Cup ,ACLU L.1 /s2u tJ/ 410 51./1 � F-1-De OF COOL trco N� 4 SECTION B-B SET POST 311 DEEP IN ANCHORING CEMENT 1/41 OX211 TAPCON SCREY/ W/ I -- 1'X21X.ALUM, ,.� ANGLE . TOP/BOTT. ,ECTlor4 A -A Tfl iCAL P L, Imo! uTy 4101 MAX. B r! ---E- TO REJECT 411 DIA. OBJECT(TYR ) CLtc' A►+a61..E OPT icANAL. LCCP4104 CLIP LEtj- ) L. 1;, 2" u-V410 SMS E LEv41TfoN , �� C> / JOB. li,l_� l L. 14 K RA i`(0 !, r, t e� � .. 4 LEO LLANOS, P.E. Consulting Structural Engineer 3 u =I-r O u • . 5k SHEET NO. OF + J CALCULATED BY 1_l.L DATE •I 03 �.., �jP "Aluminum Railings for All Your Needs" i M45 W 35th Place Phone: (305) 823 -2625 .. L.R .,le..t, Cln.i.dn 9,21117 C..... 14/1C1 410C_07R7 18495 S. Dixie Highway, #337 Miami, Florida 33157 PES,T/S 30 3784916 CHECKED BY DATE SCALE R EQVED T p „'3 Miami Shores Village Building Department BUILDING .. PERMIT APPLICATION FBC 2001 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Master Permit No. BP 204 - 7 PI Permit Type (circle): Building Electrical Plumbing Mechanical Roofing �p Owner's Name (Fee Simple Titleholder) Yj 1 [e Mar' PeY Ej p)LL .Phone # (3) q -' aq3 Owner's Address 1 (oS id E 1 I5 41a City I I) I am 1 State Fi cAck Zip 33 I Phone # (Cs) I g Tenant/Lessee Name gY` an ninbt,jil Job Address (where the work is being done) 1(71- I - 1a89 F. City Miami Shores Village County Miami -Dade Zip 331 3g Ls Building Historically Designated YES NO Contractor's Company Name A-- k.t L f 1 7:11 QhingEb: i1'hone # Contractor's Address ISM I Gunge+ pr. ATE City &WU.I !,ablkg State fOrl Qualifier H T .. �ernr'>an C o) R-4O O0M Zip 331 y 3 Architect/Engineer's Name (if applicable) - Phone # Architect/Engineer's Address City State Zip $ Value of Work For this Permit Square Footage Of Work: Number of: Bays Stories Families Bedrooms Baths Type of Work: ['Addition ['Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: W 1 u.) 9 ' pcor PrrcltLF- Apprval ******* *** *, * ** * ******** ** Fees * * * * * * * * * * * * ** * * * * * * * * * * ** * *** County Escrow Fee $ Permit Fe $ 5 Notary $ Education/Training 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 City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit Ls issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature °� Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this ,3® The foregoing instrument was acknowledged before me this day of O u+.y , 20 e'3 , by Bran Geirleinbliot , day of • , 20 , by who is ersonally knos to me or who has produced who is personally known to me or who has produced As identification ant y io di take oa�e. as identification and who did take an oath. Y f`e Com �sssiiioion pen * ARY PUBLIC: E Expires: Jun 02, 2007 Atlantic Bonding Co., Inc. Print: NOTARY PUBLIC: Sign: Print: i uveyikat My Commission Expires: D'Uf 0.111.057- My q 113 Commission Expires: (Certificate of Competency Holder) State Certificate orRRegistration No Certificate of Competency No *************w************************* # * # # # ## ** * * # # # # # # # # # # # # * * * ** * * * * * *** ** * * * * * # # # # # # # # # # # # # # # # # # # ## S t APPLICATION APPROVED BY: i SEP 1 9 2003 Chc7/7ro3 Plans Examiner Engineer Zoning UNIVERSAL ALUMINUM WINDOWS & DOORS, INC. Manufacturers of Aluminum Windows and Doors Village del Mar Development Group LLC Attn.: Brian S. Scheinblum 10455 Biscayne Blvd Miami Shores, Florida 33138 Tel.: (305) 981 -4701 Fax: (305) 675 -9221 Job Name: Village del Mar Frame: White Glass: Clear 07/22/03 Quote #2003 -142 icAp 0o3 -7 h QTY TYPE FRAME SIZE MASONERY OPENING 1st Floor 2 SH 26 1/2" x 38 3/8" (2/2) Obscured Vertical Muntin (8) 27 1/2" x 39 3/8" 8 SH 37" x 50 5/8" (2/2) Vertical Muntin (G) 38" x 51 5/8" 10 FD 71 7/8" x 79 3/4" (xx) Full View 6) 122" x 81 1/4" 20 SL 24" x 79 3/4" (o) Full View 4 2nd Floor 10 SH 26 1/2" x 38 3/8" (2/2) Impact Vertical Muntin (A) 27 1/2" x 39 3/8" 4 SH 37" x 50 5/8" (2/2) Impact Vertical Muntin O 38" x 51 5/8" 16 SH 37" x 58" (2/2) Egress Vertical Muntin ,G _ BE ,„r_, 38" x 59" 2 FD 71 7/8" x 79 3/4" (xx) Full View Impact C 74" x 81 1/4" 10 SGD 72" x 80" (ox) with Screen 0 I 74" x 81 1/4" Pool Center 2 SH 26 1/2" x 38 3/8" (1/1) Obscured (a) 27 1/2" x 39 3/8" NOTE: Window masonry opening on width from block to block and height from bottom of the beam to the top of the poured concrete. Sliding Glass Door masonry opening on the width from block to block and height from the bottom of the reset slab to the bottom of the beam. French Door masonry opening on the width from block to block and height from the bottom of tie beam to the flush finished floor. (no reset for French Door) 1675 West 31 Place. Hialeah, Florida 33912 * TEL: (305) 825 -7900 - FAX: (305) 825 -5805 MIAMI•DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Universal Aluminum Windows & Doors, Inc. 1675 West 31st Place Hialeah ,FL 33012 Your application for Notice of Acceptance (NOA) of: Series 1000 Aluminum Single Hung Window under Chapter 8 of the Code of Miami -Dade County governing the use of Altercate 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 use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2903 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305)375-2908 PRODUCT' CONTROL DIVISION • (305) 375 -2902 FAX (305) 372 -6339 The expense of such testing will be incurred by the manuf ACCEPTANCE NO.: 00- 0920.01 EXPIRES: 11/03/2003 aul Rodriguez hief Product Control Division THIS IS THE COVERSHEET. SEE ADDITIONAL `Y. O ECIFIC AND GENERAL CONDITIONS '.1 BUILDING CODE & PRODUCT REVIEW MR'[ITTEE l� This 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. APPROVED: 11/03/ 1 ~\ APPROVED ❑ REVISE AND RESUBMIT ❑ APPROVED AS CORRECTED ❑ NOT APPROVED CHECKING I5 ONLY FOR CONFORMANCE WITH THE DESIGN CON- CEPT OF THE PROJECT AND COMPLIANCE WITH THE INFORMATION I QiiIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPON- SIBLE FOR DIMENSION CONFIRMATION AND CORRELATION AT THE JOB SITE. FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO TECHNIQUES OF CONSTRUC- TION, AND FOR COORDINATION OF THE WORK OF ALL TRADES INVOLVED IN THE PROJECT. � 1 BY ! a e <~ - DATE $ .J ( -03 _t Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office t1s045000lpc2000lkemplacesInocice accepunce cover page.dot Internet mail address: postmaster @buildingcodeonline.com Hornepage: http: / /www.buildingcodeonlinc.com Universal Aluminum Windows & Doors, Inc. ACCEPTANCE No.: 00- 0920.01 APPROVED : NOV 0 3 2000 EXPIRES : NOV 0 3 2003 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises and renews the Notice of Acceptance No. 95- 0418.02, which was issued on May 09, 1996. It approves an aluminum single hung window as described in section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, (S,FBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 1000 Aluminum Single Hung Window — Impact Resistant, and its components shall be constructed in strict compliance with the following document: Drawing No. W99 -51, titled "S- 1000 Aluminum Single Hung Window," Sheet 1 thru 4 of 4, dated July 02, 1999, prepared by Al- Farooq Corp., signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of an aluminum single hung window, as shown in the approved drawings. 4. INSTALLATION: 4.1 The aluminum single hung window and its components shall be constructed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by two 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 components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system Manu -1 Perez, P.E., Produc Prod t C e ntrol Division ntrol Examiner Universal Aluminum Windows & Doors, Inc. ACCEPTANCE No.: 00- 0920.01 APPROVED , NOV 0 3 2000 EXPIRES : NOV 0 3 2003 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after 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. c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer, who originally prepared, signed and 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. 5. 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 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 times. The engineer does not need to reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2 and this last page 3. Manuel : erez, P. E., Product Contr a aminer Product . . of Division END OF THIS ACCEPTANCE 3 4 1/2" MAX. WP. AT HEAD CORNERS FALSE MUNTINS (SURFACE APPLIED) MAY REUSED 15 1/2" MAX. AT HEAD /SILL 3 AT JAMB CORNERS IF= ��J aF====x u DSB ANN.II O;{ GLASS 9 0 D 11 u u it 11 !; , i It 11 48 3/16° D.L OPG. 50 3/8" VENT WIDTH 53 1/8" WINDOW WIDTH DESIGN LOAD CAPACITY - PSF WINDOW DIMS. DSB ANN. GLASS 3/16" ANN. GLASS STD. TOP RAIL MID -RISE TOP RAIL HI -RISE TOP RAIL 3/16" TAPCONS 3/16" TAPCONS 1/4" TAPCONS 3/16" TAPCONS 1/4" TAPCONS WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. (-) 19 -1/8" 26 -1/2 37' 53 -1/8 26" (4) • 66.7 66.7 93.3 121.4 - - 93.3 121.4 - - 66.7 66.7 93.3 121.4 - - 93.3 121.4 -+ - 66.7 66.7 93.3 121.4 - - 93.3 121.4 - - 66.7 66.7 93.3 108.8 93.3 121.4 93.3 108.8 93.3 121.4 19 -1/8" 26-1/2" 37" 53 -1/8 38 -3/8" (4) 66.7 66.7 93.3 121.4 - - 93.3 121.4 - - 66.7 66.7 93.3 121.4 - - 93.3 121.4 - - 66.7 66.7 93.3 105.9 93.3 121.4 93.3 105.9 93.3 121.4 57.3 57.3 73.7 73.7 93.3 106.8 73.7 73.7 93.3 119.1 19 -1/8" 26-1/2" 37' 53 -1 /8 50 -5/8" (4) 66.7 66.7 93.3 121.4 - - 93.3 121.4 - - 66.7 66.7 93.3 112.1 93.3 121.4 93.3 112.1 93.3 121.4 66.7 66.7 80.3 80.3 93.3 121.4 80.3 80.3 93.3 121.4 46.7 46.7 55.9 55.9 87.1 87.1 55.9 55.9 93.3 95.2 19 -1/8' 26-1/2' 37" 53-1/8 56' (6) 66.7 66.7 93.3 121.4 - - 93.3 121.4 - - 66.7 66.7 93.3 121.4 - - 93.3 121.4 - 66.7 66.7 93.3 108.8 93.3 121.4 93.3 108.8 93.3 121.4 43.0 43.0 75.8 75.8 81.4 81.4 75.8 75.8 85.0 85.0 19 -1/8' 26-1/2" 3Y 53 -1/8 63" (6) 66.7 66.7 93.3 121.4 - - 93.3 121.4 - - 66.7 66.7 93.3 121.4 - - 93.3 121.4 - - 61.3 61.3 93.3 96.7 93.3 111.6 93.3 96.7 93.3 111.6 - - 87.4 67.4 74.7 74.7 67.4 67.4 74.7 74.7 19 -1/8" 26-1/2" 37" 53 -1/8 74 -1/4" (6) 66.7 66.7 93.3 121.4 - - 93.3 121.4 - - 66.7 66.7 93.3 114.8 • 93.3 121.4 93.3 114.6 93.3 121.4 - - 82.1 82.1 93.3 93.3 82.1 82.1 93.3 93.3 - - 57.2 57.2 62.4 62.4 57.2 57.2 62.4 62.4 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. 4 1/2" MAX. TYP. AT HEAD CORNERS FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 15 1/2" MAX. AT HEAD /SILL z ce 0 0 a TYPICAL ELEVATIONS TESTED UNITS 11 II 11 1 11 ` JL -1r �r 11 /• 37�6GiASS 11 JL JL -1r o 1111 11 11 SEE CHART FOR NEL OF ANCHORS PER JAMB a N 50 1/16" D.L OPG. 52 1/4" VENT WIDTH 55 1/16" WINDOW WIDTH NOTES; L THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDTOON FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WINDOWS TO BE PROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS Engr: DR. HULIA OUH FAR000 STRUCTURES FIA PE 1 16557 1 2 1599 z N po r N ao Oa XX z 4 0 C o z e7 °° or; 11 p < <I a S O 03 o K N o C ". 10 'IA el a 0 0 APPROVED AS COMPLYING WITH T1 SOUTH ORIDA BUILDING CODE oaipaitt, 00 AA% BY Ii.E. §:M r.* 1 PR.' CTCONTROLDIVI •rowing no. BOIL' „ .1 COMPUANCEOFFCEW99 -51 ACCEPTANCE NO.AO_9920. D- Sheet of 4 1 ra ra s TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR a 0 -3 0 STANDARD TOP RAIL 4 1BY OR 28Y W000 BUCK s4 DSB -ANN. GLASS WOOD BUCKS NOT BY UNIVERSAL, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ALTERNATE LOCK ALLEN STEVENS METAL CAN LOCK 2 9-1/2' FROM ENDS 1 /8' X 1 1/2' VEEP HOLE AT EACH END VITH PLASTIC FLAP VALVE 1 -9/16" WEEP NOTCH AT EACH END 0 MID -RISE TOP RAIL a 0 J 0 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING NEW OR 28Y WOOD BUCK HI -RISE TOP RAIL SEALANT: FRAME CORNERS, FRAME SILL INSTALLATION SCREWS, VENT CORNER SEAMS AND FIXED MEETING RAIL AT END SEALED WITH WHITE /ALUMINUM COLORED SEALANT. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 3/16" DIA. OR 1/4" DIA. TAPCONS (BY ELCO) OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. INTO 23Y WOOD BUCKS OR WOOD STRUCTURE 1 -7/16" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY APPROVED AS COMPLYING AM THE SOUTH • •, BUILDING CODE - / , %.mss. goo() • PROOU T • OL DIVISION BUILD1n ODE COAIPUANCE OFFICE ACCEPTANCE NO.,t O 09ZOL 0/ a 0 U MIN I II drawing no. W99 -51 (sheet 2 of 4 ADHESIVE BEDDING COMPOUND DSB -ANN. GLASS ADHESIVE BEDDING COMPOUND 3/I6' -ANN. GLASS ROLL FORMED ALUM GLAZING BEAD ROLL FORMED ALUM GLAZING BEAD 1BY OR 2BY WOOD BUCK GLAZING OPTIONS 0 0 _ I ®o 11111111111141 \1'.11ii,o, ,MM. ITEM 1 PART j READ. DESCRIPTION REMARKS I UDH -501 1 FRAME HEAD 6063 -T5 2 UAVD -519 1 FRAME SILL 6063 -T6 3 UDH -503 2 FRAME JAMB 6063 -T5 4 UDH -504 1 FIXED MTG. RAIL 6063 -T6 5 UDH -505 1 STANDARD VENT TOP RAIL 6063 -T6 6 UAVD -526 1 VENT BOTTOM RAIL 6063 -T6 7 UDH -507 2 VENT JAMB 6063 -T5 8 UDH -508 I MID -RISE VENT TOP RAIL 6063 -T5 • 9 UAVD -518 2 /VENT 5' LONG VENT LATCH 8 9' FROM ENDS 6063 -T5 10 UA -5010 1/LATCH LEAF SPRING STAINLESS STEEL 11 UA -5011 2/ VENT BALANCE STOP 6063 -T5 (NOT SHOVNI 12 UHS -613 1 HI -RISE VENT TOP RAIL 6005 -T6 13 - AS READ. GLAZING BEAD A08' ROLL FORMED ALUM. 14 UA -5013 AS REQD. BOTTOM RAIL VINYL BULB VINYL BY TEAM PLASTICS 15 - 20 ASSEMBLY SCREWS 010 x 1' P.H. CRS - 16 - 2 BLOCK A. TACKLE BALANCE 5/8' BOX, BALANCE SYSTEMS INC. DR EQ. 17 - AS REDD. PILE VEATHERSTRIP SCHLEGEL FIN SEAL OR EQUIV. 18 - 1 5/16' BOX SCREEN OPTIONAL TYPICAL ANcHDRS SEE ELEV. FOR SPACING 1/4• SHIM MAX. VENT WIDTH D.L OPG. FOXED UTE WINDOW WIDTH ,,TI�'1! ,I■ EXTERIOR Engr: OR. HUMAYOLIN FAROOQ STRUCTURES. FLA. PE j 16557 APPROVED AS COMPLYING WITH THE SOUTH . S :, ,1 + NG CODE , . , , . �3 / 210,0 PR BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.t2- 0931 of i \ ..., . 1.2150 L 2.125 F..062 TYP. i [ Y ny—� 1A8 2 .980 766 I 1' I AL-FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264 -8100 FAX. (305) 262 -6978 COMP- ANL \W9 1_ . �2175� • 1.4 / 1 , 1 � I' � 11i' � 15 I 1 VENT 760 LATCH FRAME HEAD .844 1.812 I r A62 —T 1,000 TYP. 2.125 062 1.019 TYP, L 5 I I MEETING RAIL _JI [-1.157 ---1 FRAME JAMB VENT TOP CORNER FRAME TOP CORNER 3 z _ z f/) z 3 til UNIVERSAL ALUMINUM WINDOWS 1675 W. 31ST PLACE HL LEAH, FL. 33012 TEL (305) 825-7900 FAX (305) 825 -5805 it sue" 15 • " t1� IIII' r ' .� 1.062 _ TYP. 822 1.626 a75 L188 �i2 .891 �. 844 TYP. b55 Fes- RAIL --i .844 VENT SIDE STD. VENT TOP RAIL 1L;2 I I^ -L731 887 ! 1- o n u` H , a Ja6TJLIf 1x76 15 . VENT BOTTOM CORNER FRAME BOTTOM CORNER ` 1.188 1 .844 VENT BOTTOM RAIL • a MID -RISE VENT TOP RAIL 0 ; my i 1_1.636 1 1Ij - 1.048 -- -1198 062 fYP. `c S N q .I-.. II O 31 -� 1.626 a73 rift- --1�--rr —Li 1.188 n1 1 I 875 2.250 I Engr. DR. Hu/AYOUB F STRUCTURES i 16 RA. PE / ,GS 2 g APPROVED AS(OIAPCYINGY4RHTMEo -3 1 .7j 1 F-- �-- i43e1 HIGH -RISE VENT TOP RAIL BY v� 4 .,, i .a =.0 drawing 'no. : , I . cODE coMPUAHCE • W99 -51 092-0. 25 FRAME SILL ACCEPTANCE NO0' /heet 4 of 4 MIAMIDADE BUILDING CODE COMPLIANCE PRODUCT CONTROL DIVISION NOTICE.OF ACCEPT 1171 APPROVED 0 NOT APPROVED 0 REVISE. AND RESUBMIT © APPROVED AS CORRECTED CHECKING IS ONLY FOR CONFORMANCE WITH THE DESIQRAIIM_ CERT OF THE PROJECT AN& COMPLIANCE WITH THE INFQQFF9J GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR IVA a)AENSION CONFIRMATION AND CO3 p IrJOB SITE, FOR INFORMATION THAT PERTAINS SOLELY O HE FABRICATION PROCESSES CR TO TE C+4NOJES OF CONS, TION, AND FOR COORDINATION OF THE WORK OF ALL ( a5 eEL 0 PFOJECT. D • Universal Aluminum Windows 1675 West 31" Place Hialeah, FL 33012 SCOPE: DATE DE COUNTY, FLORIDA E FLAGLER BUILDING R STREET, SUITE 1603 I, FLORIDA 33130 -1563 01 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has . been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: Series "Rebecca" Aluminum Single Hung Window - Impact Resistant - _- 1717 1717 APPROVAL DOCUMENT: Drawing No. W98 -98, titled "S- Rebecca Alum. Single Hung Window", sheets 1 through 3 of 3, prepared by Al Farooq Corporation, dated 11/16/98 with revision on 12/18/02, signed and sealed by Humayoun Farooq. P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance numberand expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the 'expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 99- 0604.12 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 024115.04 Expiration Date: November 13 2007 Approval Date: February 06, 2002 Page 1 G AL- FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE MIAMI, FLORIDA 33174 TEL (305) 284 -8100 FAX. (305) 262 -6978 COMP —AM \ W! t1- co 00 data 11 —te -98 (snots 1/2' - 1', dr. byt HAW, (aNk by } a re a one: A 12:1LA2 n NO CHANCE 1NIS SHEET S -2000 ALUMINUM SINGLE HUNG WINDOW UNIVERSAL ALUMINUM WINDOWS 1785 W. 33RD PLACE HIALEAH, FL 33012 TEL (303) 825 -7900 FAX (305) 825 -5805 sheet 2 of 3 ) SEE E FOR Qi O 7/8" WEEP NOTCH AT EACH END <I • 18Y OR 26Y WOOD BUCK 111 II Pr/ impikows WOOD BUCKS NOT BY UNIVERSAL, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT: FRAME CORNERS, FRAME SILL INSTALLATION. SCREWS, VENT CORNER SEAMS AND FIXED MEETING RAIL AT END SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. 1188 / 1 _ PART REQD. DESCRIPTION... UA -5001 FRAME HEAD 6063-75 3 UA -5002 UA -5003 1 FRAME SILL 6063 -T6 2 FRAME JAMB 6063 -75 4 UA -5004 1 FIXED MTG. RAIL 6063 -76 5 UA -5005 1 VENT TIP RAIL 6063 -T6 6 UA-5006 1 VENT BOTTOM RAIL 6063 -T6 7 UA-5007 2 VENT JAMB 6063-75 8 UA -5008 AS ROD. GLAZING BEAD 6063 -T6 9 UA -5009 2/VENT VENT LATCH 0 6' FROM ENDS 6063 -75 10 UA -5010 1/LATCH LEAF SPRING STAINLESS STEEL 11 UA -5011 2/ VENT BALANCE STOP 6063 -T5 12 2/VENT BALANCE STOP SCREW 06 x 1/2' SMS 13 UA -5012 AS REOD. GLAZING VINYL SOFT PVC 14 UA -5013 AS REGD. BOTTOM RAIL VINYL BULB VINYL BY TEAI4 PLASTICS 15 20 ASSEMBLY SCREWS r10 x 1' P.M. CRS 16 2 BLOCK I. TACKLE BALANCE 5/6' BOX. BALANCE SYSTEMS INC. OR EQ. 17 AS READ. PILE WEATHERSTRIP SCHLEGEL FIN SEAL OR EQUIV. 18 5/16' BOX SCREEN OPTIONAL TYPICAL ANCHORS; SEE ELEV. FOR SPACING 3/16' DIA. TAPCON. (BY ELCO) OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8' MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 18Y OR 28Y WOOD BUCK VENT WIDTH TYPICAL ANCHORS_ SEE ELEV. FUR SPACING 1/4' SHIM MAX. ■ ■lL — •�t \t{t\ttV1 \\ \t1 \tai t\1.IN\� — � Isle n�F�Tp56.00 L� ..e■i.ri1■ .l11111\11119N \ 4 a D.L OPG. FIXED UTE WINDOW WIDTH EXTERIOR PRODUCT REVISED agyaildyingabb RakligClNe 110 Qlllidu Accept a No 02.- i L 5.04 Ex Dade hedge Cubed Didadaa Env: OR. HUMAYOUN FAR000 STRUCTURES CIA. PE i 16557 CAN. 3538 'mil- Y3'"LIfO= r a drawing no. W98 -98 sheet 1 of 3 ) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. 9/8' UY. ANNEALED GLASS 3/8° UM. BEAT STREN'D GLASS WIDTH HEIGHT EXT. (+) INT. (-3 EXT. (0 INT. (-3 19-1/8° 26 -1 /2 ° 3 7, 48° 53-1/8 26° (3) 80.0 90.0 80.0 90.0 60.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 19 -1/8- 26 -1/2° 37° 48° 53-1/8 38 -3/8° (4) 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 86.5 80.0 86.5 19 -1 /e° 26-1/2° 37' 4e° 53-1/8 -5 /8e (5) 80.0 40.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 88.4 80.0 90.0 79.0 79.0 80.0 81.9 19 -1/8° 26 -1/2° 37' 48° 53-1/8 57" (6) 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 72.9 72.9 80.0 90.0 64.9 64.9 80.0 85.0 19 -1/8' 26 -1/2' 37' 48' 53-1/8 80.0 90.0 80.0 90.0 . 80.0 90.0 80.0 90.0 80.0 87.9 80.0 90.0 64.2 64.2 80.0 87.4 57.4 57.4 80.0 79.0 19 -1 /8' 26 -1/2° 3? 74-1/4 0) 80.0 90.0 80.0 . • 90.0 80.0 90.0 80.0 100 719 71.9 80.0 90.0 Ix NO. INT PARENTHESIS INDICATE NO. OF ANCHORS PER JANE. OR8' ANNEALED GLASS 1/8- HEAT STREAM GLASS .060 POLYESTER .010 PET .060 POLYESTER 1/8' ANNEALED GLOSS OR 1/8° HEAT STREAM GLASS ADHESIVE BEDDING COMPOUND 00 N 6ORNDIG 995 3/8' THICK NOMINAL IMPACT GLASS GIASSLAM SAFETY PLUS NOTES; 1. MS PRODUCTS 013161 0 TO COMPLY WITH THE NIGH VELOCITY HWRRICANE ZONE OF THE 2001 FL0R8aA BUILDING CODE. ALSO FOR WWO LOADS AS PER ASCE 7-88. ASCE 7 -93. ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAILING BUISW(G COX. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LAMS To THE STRUCTURE. 3. ANCHORS SHALL BE AS USTEO. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6 8 6' MAk.:IYP. AT HEM /SILL CORNERS FALSE HUNTINS (SURFACE APPLIED) HAY BE USED N 13 1/2' 1AAX. AT HEAD /ILL ga 0 J _ C 3/8° 'kIVERALI L OINATED MANN. GLASS MEAN MEAN STREN'D 4LASS it 0 n N C J C rmooucrunsam Bilmao,_. owe 03- 04 expirsele* Doe Mina 47 1/8° DA OPG. 50° VENT WIDTH 53 1/8° WINDOW WIDTH TYPICAL ELEVATION TESTED UNIT LARGE MISSILE IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED Eegr. 041. HUMAYOUN FAROOQ STRUCTURES FLA, PE / 16557 CAN. 3538 4 z3 0° a - a a a� OV apt', , aS� pal.o3 221 FIN U Z z z ZW F8 to n 1: drawing no W98 -98 MIAMi,7At]E MIAMI-DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Universal Aluminum Windows & Doors, Inc. 1675 West 31st Place Hialeah ,FL 33012 Your application for Notice of Acceptance (NOA) of S=eries Outswing Aluminum French Doo- r-i*Sudelitcs 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 use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET..UrrE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -290S CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2553 CO\ UACr(R ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2903 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 0208.03 EXPIRES: 08/17/2003 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This 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. APPROVED: 08/1 APPROVED 0 NOT APPROVED 0 REVISE AND RESUBMIT 0 APPROVED AS CORRECTED CHECKING 1S ONLY FOR CONFORMANCE WITH THE DESIGN CON- 2trifil OF THE PROJECT AND COMPLIANCE WITH THE INFORMATION N IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPON- SIBLE FOR DIMENSION CONFIRMATION AND CORRELATION AT THE JOB SITE, FOR INFORMATION THAT PERTAINS SOLELY 10 THE FABRICATION PROCESSES OR TO TECHNIQUES OF CONSTRUC- TION, AND FOR COORDINATION OF THE WORK OF AU. TRADES INVOLVED IN THE PROJECT. BY 1404500011pc20001kemplates4w6ce acceptance cover page.dot Internet mail address: postmaster ®buildingcodeonline.com Francisco J. Quintana, R.A. Director Miami -Dade County Building Codc Compliance Office Homepagc: bttp : / /www.buildingcodeonlinc.com Universal Aluminum Windows and Doors ACCEPTANCE No.: 00- 0208.03 APPROVED AUG 1 7 2000 EXPIRES : AUG 1 7 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum outswing French door, 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 pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Outswing Aluminum French Door w / Sidelites and its components shall be constructed in strict compliance with the following documents: Drawing No. W99 -79, titled "Alum Outswing Doors with sidelites" Sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, dated 11- 19 -99, revised on 07- 17 -00, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P. E. , bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit application of pair of doors and single door with sidelites and single operable door, as shown in approved drawings. Single door unit shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The aluminum outs -wing french doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 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 components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 151%41 1 . t<a K CL Ishaq 1. Chanda, P.E. Product Control Examiner Product Control Division 2 of Universal Aluminum Windows and Doors ACCEPTANCE No.: 00- 0208.03 APPROVED AUG 1 7 2000 EXPIRES : AUG 1 7 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after 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; c) ff 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. 5. 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 I, 2 and this last page 3. 15.441 1 . 4. 1.4awc14 Ishaq I. Chanda, P. E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 of3 'TABLE 1' • SINGLE OR DUAL LEAF DOORS WITH 3/16" TEMPERED GLASS DOORS WITH SIDELITES 1/4" TEMPERED GLASS (SIDELITES ONLY) DOOR HEIGHT FT. /IN. DOOR WIDTH FT. /IN. DESIGN LOAD =PSF DESIGN LOAD - PSF ( -VE) SIDEUTE WIDTH X XX EXT. (+) INT. ( -) 24 INCHES 30 INCHES 36 INCHES 42 INCHES 6/8 2/0 4/0 60.0 111.1 111.1 111.1 111.1 111.1 2/6 5/0 60.0 87.6 87.6 87.6 L 87.6 87.6 3/0 6/0 60.0 72.4 72.4 72.4 72.4 72.4 7/0 2/0 4/0 60.0 105.6 105.6 105.6 105.6 105.2 2/6 5/0 60.0 83.4 83.4 83.4 83.4 83.4 3/0 6/0 60.0 68.8 68.8 68.8 68.8 68.8 8/0 2/0 4/0 60.0 92.1 91.9 82.3 74.9 69.1 2/6 5/0 60.0 172.7 72.7 72.7 68.5 63.6 3/0 6/0 60.0 60.0 60.0 60.0 60.0 59.1 \ ( X ) TABLE 2' 'TABLE 1' APPLIES TO ALL CONFIGURATIONS OTHER THAN X 'TABLE 2' APPLIES TO SINGLE DOORS ONLY NOTE: THE 60.0 AND 100.0 PSF EXT.( +) LOAD UMITATIONS SHOWN IN CHARTS ARE DUE TO WATER INFILTRATION TESTS. WHEN WATER INFILTRATION RESISTANCE I5 NOT REQUIRED THEN THE EXTERIOR LOAD CAPACITY WILL BE EQUAL TO THE INTERIOR LOAD. NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT 6/8 79 -3/4" 77 �'\ \ 83 --CD ®- 81 o \\ 95 -0 0- 93 / 6/0 71 -7/8" 34-3/4 ( XX ) 0.H. 151.3 \ 2/6 100.0 / 3/0 100.0 \ / 2/0 100.0 128.0 8/0 \ / 105.2 3/0 90.0 90.0 \ ( X ) TABLE 2' 'TABLE 1' APPLIES TO ALL CONFIGURATIONS OTHER THAN X 'TABLE 2' APPLIES TO SINGLE DOORS ONLY NOTE: THE 60.0 AND 100.0 PSF EXT.( +) LOAD UMITATIONS SHOWN IN CHARTS ARE DUE TO WATER INFILTRATION TESTS. WHEN WATER INFILTRATION RESISTANCE I5 NOT REQUIRED THEN THE EXTERIOR LOAD CAPACITY WILL BE EQUAL TO THE INTERIOR LOAD. NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT 6/8 79 -3/4" 77 -1/8" 7/0 83 -3/4" 81 -1/8" 8/0 95 -3/4" 93 -1/8" - -.--o 0--- / i / ( OXXO ) ( OXO ) NOMINAL WIDTH FRAME WIDTH LEAF WIDTH 2/0 25 -1/2" 22 -3/4" ( X ) 4/0 47 -7/8" 22 -3/4" ( XX ) 2/6 31 -1/2" 28 -3/4" ( X ) 5/0 59 -7/8" 28 -3/4" ( XX ) 3/0 37 -1/2" 34 -3/4" (X ) 6/0 71 -7/8" 34-3/4 ( XX ) 0 0-- -o o---/ ( 0 X ) ( XXO ) APPROVED CONFIGURATIONS TABLE '1' MIAMI DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED -0 H t O.H. ( OX ) ( XO ) 'TABLE 2' (X SINGLE LEAF 000RS (X) WITH 3/16" TEMPERED GLASS NOMINAL DIMS. DESIGN LOAD - PSF DOOR HEIGHT FT. /IN. DOOR WIDTH FT. /IN. EXT. (+) INT. ( -) 2/0 100.0 158.8 6/8 2/6 100.0 128.6 3/0 100.0 108.0 / 2/0 100.0 151.3 7/0 2/6 100.0 122.4 3/0 100.0 102.9 2/0 100.0 128.0 8/0 2/6 100.0 105.2 3/0 90.0 90.0 -0 Engr. OR. 181MMYOUN FAR000 STRUMMER FLA. PE # 15557 1 ( 0 ) ( XX ) APPROVED AS COMPLYING WIT14111E OUTH t1RLDA6UIt DWG CODE DAR[ U U / ZDeo PRODUCT CONTROL ONIS!0U BIILCI.GCADEC0:1?LIAN E°F ACC' PTANCE IX) c4f3- rn a U W- 5n� w Q 9i CI to z cc O zW g U E o 0 Q 01 v a W 0 43 0 N drawing no. W99 -79 (sheet 2 of 6 1 / / - N) G \Q \ \ \ / / \ / \ / ( XX ) APPROVED AS COMPLYING WIT14111E OUTH t1RLDA6UIt DWG CODE DAR[ U U / ZDeo PRODUCT CONTROL ONIS!0U BIILCI.GCADEC0:1?LIAN E°F ACC' PTANCE IX) c4f3- rn a U W- 5n� w Q 9i CI to z cc O zW g U E o 0 Q 01 v a W 0 43 0 N drawing no. W99 -79 (sheet 2 of 6 TYPICAL ANCHORS . SEE ELM.. FOR SPACING. 11 .18Y OR 28Y WOOD BUCK /}�1 w .44.. 110 X 1 -1/4" SUS 0 24" O.C. TYP. i! i; I• if • - y • 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING • 4 • 1BY OR 28Y .Y1000 BUCK • d • 4._ . TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy - 36 KSI MIN. ALUMINUM : 6063 -T5 MIN. 0 1 1 j %I.4 z 1_TONCAL ANCHORS SEE ELEV. FOR SPACING 1/4" DIA. SELF DRWNG SCREWS GRADE 5 CRS SEE ELEV. FOR SPACING SEALANTS; FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SEALANT. LOCKS: MANUALLY OPERATED FLUSH BOLTS AT TOP AND BOTTOM OF EACH ACTIVE AND INACTIVE LEAF LOCK STILE WITH OPERATORS AT 12" AND 76" FROM BOTTOM. DEAD BOLT LOCK BY WESLACK INTL OR HARLOCK WITH ALUM STRIKE PLATE AT ACTIVE LEAF LOCK STILE 45" FROM BOTTOM KEY OPERATED ON EXT. AND THUMB TURN ON INTERIOR. CONVENTIONAL DOOR KNOB BY WESLOCK INTL OR HARLOC WITH ALUM STRIKE PLATE AT ACTIVE LEAF LOCK STILE 38" FROM BOTTOM. NOTE: FLUSH BOLTS ON ACTIVE LEAF MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. WOOD BUCKS NOT BY UNIVERSAL WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Engn DR. HUMAYOUN FAROOQ FLA. PE {{ .16557 JUL 7 APPROVED AS COMPLYING WITNTNE EOUTN FlpRIDA CODE DATE 7401 C/ / ?i Z"° BY k.441 1.41041444 PRODUCT CONTROL DIVISION BUILDING COOEGIOMPUANCE OFFICE ACCEPTANCE No 00-024a pea 24. tn ta ci i3 U1 z 3 2 p Zw N g 0 IX Zn drawing no. W99 -79 sheet 3 of 6 18Y OR 28Y w000 BUCK AT 10" FROM ENOS & 24" O.C. FLUSH BOLTS TO BE CONCEALED ON INACTNE LEAFS AND EXPOSED ON ALL ACME LEAFS (FOR X OR XX DOORS) EXTERIOR 110 X 1 -1/4' SUS 0 24' O.C. TYP. TYPICAL ANCHORS SEE ELEV. FOR SPACING 18 X 1 -3/8' POST BINDING SCREWS AT 10° FROM ENDS & 24° O.C. D.L.O. LEAF WIDTH O.L.O. Engr: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE -j 165E7 APPROVED AS COMPLYING Vd THTHE SOUTH R RTDA BIAJDIAG CODE Opp y�Ul /3, 2000 8Y S1 \ U.tula PRO W CT CONTROL DIVISION BUILDING CODE 01APUANCS OFFICE ACCEPTANCE NO.Od 3 m 0 U n drowing no. W99 -79 (sheet 4 of 6 1.500 FRAME HEAD 2.250 .078-1 1.750 TOP AND BOTTOM RAIL . 2.250 4.000 1.500 4 FRAME JAMB DOOR LEAF JAMB SIDE -.082 L 4.000 1.500 THRESHOLD 2.054 4.563 r078 DOOR LEAF LOCK SIDE 3.500 1 (' .078-1 SHEAR PLATE .3 F1.594-1 .062 .375 COVER TOP & BOTTOM RAIL 1.656 L .062 4.156 } 2.406 SIDEUTE MUWON 1 UA -1089 AS RECO. FRAME HEAD 6063 -76 2 UA -1092 2/ LEAF TOP M0 BOTTOM RAIL 6063 -76• - 3 UA -1094 1 DOOR FRAME SILL 6063 -T6 - 4 UA -1100 AS REOD. GLAZING BEAD - SIOEUTE 6063-76 - 5 UA -1096 2/ LEAF SWAP COVER TOP & BOTTOM RAIL 6063 -15 - 6 UA -1091 2 DOOR FRAME JAMB 6063 -76 - 7 UA -1099 AS REQO. SIDE UTE STILE 6063 -76 - 8 UA -1090 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 6063 -76 - 9 UA -1093 1/ LEAF 000R LEAF - LOCK SIDE 6063 -76 - 10 UA -1095 4/ LEAF JAMB STIFFENER 6063 -76 4' LONG 11 A -4008 AS REOD. SHEAR PLATE 0 ANCHOR LOCATIONS 6063 -75 6 -7/8' LONG 12 - - NOT USED - - 13 PS -1125 AS RECO. WEDGE GASKET VINYL TREMCO 14 - AS READ. BULB CASKET VINYL - 15 - - NOT USED - - 16 S -7800 AS REOD. F1N -SEAL WEATHERSTRIPPING - .187 X .330 17 AW -3021 AS RE00. BULB WEATHERSTRIPPING VINYL YABORG 18 - 2/ LEAF HINGE ASSEMBLY - - - 19 UA -1097 1/ HINGE HINGE CENTER WISP 6063 -T6 - 20 UA -1098 2/ HINGE HINGE OUTER WASP 6063 -T6 - 21 - 1 DEAD BOLT LOCK SET - WESLOCK INTL OR HARLOCI( 22 - 2/ LEAF MANUALLY OPERATED FLUSH BOLT ZINC CAST DELTA NO. 23 - 1 CONVENTIONAL. DOOR KNOB SET - WESLOCK INTL. OR HARLOCK 24 - 2/ LEAF 3/8' DNA. THREADED ROD STEEL. FULL LENGTH 25 /10X1' AS RECD. FRAME ASSY. SCREWS - PAN HEAD SMS 110 X 1 -1/4' SMS 0 24' 0.C. TYP. JAMB STIFFENER SIDEUTE GLAZING STOP /10 -24 X 1/2' FH SELF DRILLING SCREWS 3 PIECE HINGE GLAZING DETAIL MELEE Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE / :6557 rr' GLAZING DETAIL DOOR LEAF APPROVED AS COMPLYING WITH THE SOUTH FLOJ11DA BWING CODE GATE 1Y" 9v'' /9, WOO BY 1 S� + 1 • 4.1•ayde PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. C -O?Og.o N c o o j, z 2 • X Z w MB E3r1 D`r x description a O 0 t 0 i drawing no. W99 -79 (sheet 5 of 6 SURFACE APPUED FALSE MUNTINS MAY BE USED 33 1/4" 144 3/4" MAX. FRAME WIDTH ADDL ANCHOR REDO. AT HEAD /SILL FOR INSTALLATIONS INTO OR THRU WOOD BUCKS D.L OPG. 26' D.L OPG. 33 1/4' O.L OPG. 1 g 0 SURFACE APPUED FALSE MUNTINS MAY BE USED O 8' MAX. TIP. . 0 O.H. 26" MAX. SI O = = =C IT \ 0 HEAD /SILL CORNERS TYPICAL ELEVATIONS TESTED UNITS RE IS DESIGNE7 AS PER THE SOUTH FLORIDA BUILDING EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS 7 -88 USING CORRESPONDING LOADS. OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER TtUC1URE. L BE AS USTEO, SPACED AS SHOWN ON DETAILS. MENT TO BASE MATERIAL SHALL BE BEYOND WALL STUCCO. NTACT WITH ALUMINUM TO BE PLATED OR PAINTED. It 12' MAX. I HEAD /SILL 34 3/4' MAX. LEAF WIDTH (x ) 6" MAX. TYP. O HEAD /SILL CORNERS SINGLE LEAF DOORS COMPARATIVE ANALYSIS BASED ON FTL -2055 SEE 'TABLE 2' ON SHEET 2 Engr. OR. HUMAYouN FAROOQ - STRUCTURES • FLA. PE j 15557 auri7 mcir-- APPROVED AS COMPLYING WRH THE SOUTH FL9RIDA WADING CODE DATE UJT /7' 2000 fiy ISko I•!_k444. PRODUCT CONTROL DIVISION BUILDING CODE dOMPUANCE OFFICE ACCEPTANCE No. OO -07-oo • �3 drawing no. W99 -79, (sheet 1 of 6 MMRIMAM MM MAW WM m ° I II II II === =a = = == II /.� It 11 11 It 1 II -- II 1 i t u II II II ^ II �1I1I 3/16" i0 GLA ® , \ U \ ii =`.' =11 = yr - _ \ J ° // __ \ ___ -9___' II /, r F / / 11 • m \ 11 --II- lik II II 1/4" IItMP. GLASS II t ii li m` II II it 1 11 -ir= ii __ • / II q v 34 A •� N. 3/4" MAX. LEAF WIDTH 34 3/4' MAX 12' MAX • LEAF WIDTH ( OXXO ) DUAL -LEAF DOORS COMPARATIVE ANALYSIS AT HEAD/ BASED ON FTL -2077 SEE 'TABLE 1' ON SHEET 2 - NOTES; 1. THIS STRUCTURI 1994 AS PER ASCE 2. W000 BUCKS 81 LOADS TO THE : TYPICAL ANCHORS: SPACED .AS PER ELEVATIONS 3 ANCHORS SHAT ANCHOR EMBEI DRESSING OR k. = 1/4" TAPCONS (BY ELCO) OR • • 4. ALL STEEL IN < EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. THRU 1 BY BUCK INTO MASONRY OR- DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO MASONRY THRU 2BY BUCK INTO MASONRY 1 -3/4' TOTAL MIN. EMBED 3 - 1/4" SELF DRIWNG FASTENERS GRADE 5 CRS INTO METAL STRUCTURES sYsz r te•. a - ��.... - <..;; g 0 SURFACE APPUED FALSE MUNTINS MAY BE USED O 8' MAX. TIP. . 0 O.H. 26" MAX. SI O = = =C IT \ 0 HEAD /SILL CORNERS TYPICAL ELEVATIONS TESTED UNITS RE IS DESIGNE7 AS PER THE SOUTH FLORIDA BUILDING EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS 7 -88 USING CORRESPONDING LOADS. OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER TtUC1URE. L BE AS USTEO, SPACED AS SHOWN ON DETAILS. MENT TO BASE MATERIAL SHALL BE BEYOND WALL STUCCO. NTACT WITH ALUMINUM TO BE PLATED OR PAINTED. It 12' MAX. I HEAD /SILL 34 3/4' MAX. LEAF WIDTH (x ) 6" MAX. TYP. O HEAD /SILL CORNERS SINGLE LEAF DOORS COMPARATIVE ANALYSIS BASED ON FTL -2055 SEE 'TABLE 2' ON SHEET 2 Engr. OR. HUMAYouN FAROOQ - STRUCTURES • FLA. PE j 15557 auri7 mcir-- APPROVED AS COMPLYING WRH THE SOUTH FL9RIDA WADING CODE DATE UJT /7' 2000 fiy ISko I•!_k444. PRODUCT CONTROL DIVISION BUILDING CODE dOMPUANCE OFFICE ACCEPTANCE No. OO -07-oo • �3 drawing no. W99 -79, (sheet 1 of 6 0 rn 0 rn Ldmx 1_19.99 r revisions• ( no date *colic 1•.I t by description ALUM OUTSWING DOOR WITH SIDEUTES UNIVERSAL ALUMINUM WINDOWS 1675 W. 31ST PLACE HIALEAH, FL. 33012 TEL (305) 825 -7900 FAX (305) 825 -5805 AL- FAROOQ CORPORATION ENGINEERS. PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264 -8100 FAX. (305) 262 -6978 COMP— ANL \W99 -790 MIAMI-DADE BUILDING CODE COMPLIAN PRODUCT CONTROL DIVISIO NOTICE OF ACCEP Doralum Corporation 7040 N. W. 77 Terrace Medley, FL 33166 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 bc 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 thc AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acccptancc, if it is dctcrmincd by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of thc applicable building code. This product is approved as dcscribcd hcrcin, and has been dcsigncd to comply with the High Velocity Hurricane Zonc of the Florida Building Codc. DESCRIPTION:_ Series -1-00 Aluminum Outswingdoors wrsidelites APPROVAL DOCUMENT: Drawing No. W01 -20, titicd "Series -100 Alum Swing Door w /Sidclitcs ", sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, dated 04 -21 -01 .and last revised on 01 -24 -02, signed and scaled by Dr. Humayoun Farooq, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Noticc of Acceptance numbcr and approval datc by thc Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bcar a permanent label with the manufacturer's name or logo, city, statc and following statement: "Miami -Dade County Product Control Approved ", unless othcncisc notcd hcrcin. RENEWAL of this NOA shall bc considered after a renewal application has been filed and there has been no changc in the applicable building codc ncgativcly affecting thc performance of this product. TERMINATION of this NOA will occur after thc expiration date or if thcrc has bccn a revision or change in thc materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for salcs, advertising or any othcr 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 c Cpiration date may bc displaycd in advertising literature. If any portion of the NOA is displaycd, thcn it shall bc done in its entirety. INSPECTION: A copy of this entire NOA shall be providcd to the user by thc manufacturer or its distributors and shall bc available for inspcction at thc job site at thc request of the Building Official. This NOA 01- 0724.10 and consists of this pagc 1 as well as approval document mentioned above. The submittcd documcntation was rcvicwcd by Ishaq I. Chanda, P. E. fia APPROVED ❑ REVISE AND RESUBMIT 0 NOT APPROVED MIA ❑ APPROVED AS CORRECTED MI: fR -DADE COUNTY. FLORIDA (—DADE FI.AGLER WILDING LC i eilly FOR CONFORMANCE WITH THE 1116§WiggfisfL CEPT OF THE PROJECT AND COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESta910 AU FAR 445;k0N TION THATNPERTAI RSOLELYY ID THE TION, AND FOR COORDINATION OF THE WORK OF ALL TRADES INVOLVED IN THE PROJECT. BY DATER. J 1 ---AA CLER STREET, SUITE 16113 MIAMI, FLORIDA 33130 -1563 5 -2901 FAX (305) 375 -2903 NOA Ni) 01-072430 Expfratiun D atc.-Apni }1, -2007 4provaI DatelApti1 11, 2002 - Pagel NO1aNAt «D0lrt FAALIE MAR LEAF WONT OAR= CPG.' 5/0 95 -7.16 134/r 03-5/5 N0I WL 11X1111 FRAME 11D1« LOP 11DTN - OP3UTE'0P0, 2/6 (X) 31 -1/2• 26- '11 /16 . ; to =1s /*C 3/0 (X) 37 —I/2 34- 11/16':: 24 15 /1s• 5/0 (roc) 54-3/C tit;- .ItJIC :',:01445/16-' . 6/0 (xx 71 -3 /4 3,411/16' -::. 24;('5/16•_, BEEMZEMENt.v ...,L/d44.1 T�dyY fti�wsi.SS,a �•�'y�'��!^ iY R ��[1 din aY�s�- F3 B d 3 -1HIS "-PRODUCT 6 DE'SIC1811 AS 'ER 1994 EDITION FOR 46116 DRDE' COUNTY. ALSO FOR S01D UOODS;AS PER /SCE 7 t W000 WICKS BY OTHEn uusr. BE ix( LOiADS. TO THE STRUCTU E. ANCHORS SHALL BE AS USTED. SPACED i1S "SHOWN ON DETNLS. ANCHOR EMBEDMENT TO RASE YATERLAL SHALT: BE BEYOND WALL DRESSING OR STUCCO.. ANCHORING OR LOADING commons NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL TYPICAL ANCHORS SEE ELEV. FOR SPACING THY OR 28Y WORD BUCK /6x1°Fr+ sus AT 6°O.¢. !8 x 1° FH 5M5 AT 6° O.C. TYPICAL ANCHORS • SEE ELEV. F. SPACING _. WY OR 2BY ;WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING N A /8X 1 °FHSUS AT 8° 0.C....... F Atilt orb lis Dear ^1Rtt I1 2.061► NORM �'H- d7i .f. /n Masi Otds staids Gabel trtrIdas Ili 1 sG•l /•L�4.1. • 18•X AT 8° 0 FH SMS .C.. W TYPICAL. ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS NOT BY DORALUM, MUST SUSTNN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. METAL STRUCTURES (STEEL OR ALUM. t/8° MIN. THICK) STEEL : Fy - 38 KS MIN. ' ALUMINUM : 8083 —TS MIN. ;14 SMS OR 1/4° DIA. SELF DRIWNG SCREWS • TYPICAL ANCHO S; sEE ELEV. FOR spACINC INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1/e DA. TAPCONS (BY ELCO) 1 -3/4° MIN. TOTAL EMBED. (WOOD +SUBSTRATE) THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1/4° DIA. TAPCONS (BY ELCO) WITH 1 -1/e MIN. EMBED INTO MASONRY INTO, METAL STRUCTURES OR MULLION (STEEL OR ALUM 1/6° ohs. Ywac.) #14 SMS OR 1/4° SELF DRILLING SCREWS SEALANTS; FRAME AND LEAF CORNERS. INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. LOCKS: STANDARD STEEL THROW BOLT LOCK. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 45° FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38° FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) HINGES: EXTRUDED ALUMINUM BUTT HINGE 1/8° THICK AND r LONG WITH 5/16° PLATED STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 10° FROM TOP & BOTTOM AND ONE AT MIDSPAN Etigt. MAYaHI rAROOd° STRULT i11ES nA Pt 1 10357 FEB 1 1 210? drawing no. W01 -20 f sheet 2 of 5 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING FLUSH BOLT OPERATOR, ON ACTIVE LEAF FLUSH BOLT OPERATOR —"ON INACTIVE LEAF -(CONCEALED) OPG. ,8 x ' Fit SUS AT 8. O.C. 1/4• MAX SHIM TYP EXTERIOR T /4' MAX. SHIU SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING FEB 1 1 2002 Growing no. W01 -20 eneet 3 of 5 • + 548'•°i I_I . .265 2.123 ! ITEU 4 PART / REQD. DESCRIPTION MATERIAL MANF./sUPPUER /RE1LARES t� v 111 p 3 V 4.000 `A78 TYP. 1 2 SW -28899 SW -20900 .•3 /0008 2/LEAF FRAME HEAD /JAMB DOOR TOP /BOTTOM RM. 8063 -T6 80*1 -T6 - Lr .203 �� %-tip 1 ';—r R1L. .695 123 3 SW -28904 AS REDO. WEATHERSTAiP ADAPTER F 6063 -28 I ' .222 -1-----1 GLAZING VINYL (SCALE 1:1) 4 SW -28896 1/000R THRESHOLD 6063-Te - I a Sw -20696 1/LEAF HINGE STILE 6063 -76 - 1 1-- 2.01$ --- FRAME HEAD /JAMB ;/ 7 SW -28901 1/LEAF LOCK STILE ` 0063 -26 - .526 Af� -1. 726 N ° ° o 11 � - 8 SW -26697 AS REOD. SIVEUIE JAMB 6083 -T6 - IOQ CORPOI PLANNERS A, PRI P AVE DA 33174 14 -a 100 _ FAX. (, 9 SW -28903 1/CORNER ASSEMBLY SIIftHER 6063 -T6 - 10 11 SW- 29244' SW -29243 3/LEAF 3/LFAF HINGE DOOR PORDON HBYGE FRAME PORTION 6083 -76 6083 -T6 °- -794 --{ I ' i 0 O ° ° 0 �' .334 1 GLASS STOP , 12 2 /LEAF 3/8° X 16 X 32' LOtB; THREADED ROD STEEL - 13 - 2/LEAF 3/8° X 16 MR M'- WEATHERSTRIP 63 _f ADAPTER ri - 1 /HINGE 5/16- X 6' ROD STEEL PLATED STEEL 15 - II/LEAF 4/4' SETTING BLOCK MULOM - ,__1214� .075 .L— .466 GLAZING ADAPTER 1.464 S I-1 1-.499 - (DOOR) /111:11 to - AS REM. GLAZING W4*. ViNTL - 17 • Pw -101 AS REDO. BULB WEADIERm6PPIlc *AIM _ • t730y 1 10 Pe -8400 As RE00. PILE wEATMERSIWPPUaG - 5C1eEGEL 1 - /10-24 7 1/2° fN SELF DRIWNG SCREWS n. 3 PIECE HINGE • . 19 SRJCOIIE PWS - SUICOWE DOW C016wNG OR EDLRV. l Z1 II 7 8 DORALUM CORPORATION 7040 N.W. 77 TER. MEDLEY, FL. 33166 761, (303) 884 -3022 FAX (305) 884 -1464 .079 TYP. 1 RAIL 20 3023 AS REOD. FLUSH BOLTS DELTA v .011 EO!R 4.001 — `__In 1 TOP/BOTTOM 21 CP -6I11 - ENTRY LOC1tsET TACO OR 11ESILOCK 22 /8X3 /4- PHSMS AS REOD. ASSEMBLY SCREWS AT A L FRAME .L1R?IS 23 DOR -018 AS REDO• GLAZING ADAPTER (DOOR) 0063 -T6 - )°•-1.985 -+i 1373 _I T. A14,104 ,410 see do ��.MM1 24 DOR -017 AS RE00. CLAIM ADAPTER Ism 6063-76 - 23 DOR -019 AS REDO. CUSS STOP 6063 -T8 - 1O00 373 �_- Dste AP�RIt.Tt 04.0- STREAM GLASS ALL WET/ PWS FIT. STREN 0 CLASS 111uIDWcilMidGMei ,�� 1� Mold 1823 GLAZING ADAPTER (SIDEUTE) 3/16° ANNEALED GLASS POLYCAR80NAlE 3/16' ANNEMED GLASS 3/16- .090 HT. STREN O CLASS 3/16° HT. SAAB( MO PVB BttER1AYER .130 a 3/16° HT. 5TREPL'D GLASS 3/16° .100 � 77 . A62 TTP. s�30 B44 ° J^ 1.547 ASSEMBLY STIFFENER IIIIII 7/16' OVERALL. BY 'SECURITY 111 IQ " µ IIiIJi 4A00 THRESHOLD OVERALL. BY 'SOLUTIA .4:,..._.i.,5.31:1 � LAM. IMPACT i GLASS HOLDING' 7/16° V.M. GLASS INC.' N 7/16` OVERALL BY 'GLASSLAM GLASS �=..- �'t� LAM. SAFETY TYPE 1 % \ GLASS PLUS' 'C' 5 .062 1SL_ TYP. 2.281 1827 -y I3 625 i_ J-7 1 SIDE UTE GLAZING BEAD r"„' E11111 1111 __ 11� 4336� SIDE LITE JAMB N'• .076 TYP. • --r s .070 TYP. "IT" n 3 • \ h ¢ 33 k k t 1.710 4 -- - ` 1.730 zA7o -. ,. t lac: DR. HYMAYOWN FAR000 S*RUCRIRES FtA PE / 16537 FEB 1 1 ?OOP 4.687 drew W01 -20 3.999 • HINGE STILE LOCK STILE (sheet 4 o „.5, J FRAME TOP CORNER FRAME BOTTOM CORNER t t Approved as eompleso wee be Florida babas Cob bate AP411-11. NOM ckt-o72-24r Mead Dodo Prodad :311plia,07 1.4erdA fP DOOR LEAF CORNER Env: O& KAINfOliN FAR000 SNAJCIURES fl_ PE P 16557 FEB 1 1 200? 13 92 0 0 3 8 drawing no. WO 1 -20 shoot of 5 1 PRODUCT CONTROL NOTICE OF ACCEPTANCE Universal Aluminum Windows & Doors, Inc. 1675 West 31st Place Hialeah FL 33012 Y our application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series '° M4aira_ Coastal" Alu�tinunr- Sliding Glass Door 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 approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use ofsuch product or material immediately. BCCO reserves the right to revoke this approval, if it is determined 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.: 00-0208.02 - MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 • PRODUCT CONTROL DIVISION Expires:09 /12/2003 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth S above. 1pprovcd: 04/21 /2000 APPROVED Li REVISE AND RESUBMIT C7 APPROVED AS CORRECTED 0 NOT APPROVED CHECKING IS ONLY FOR CONFORMANCE WITH THE DESIGN CON- CEPT Os; THE PROJECT AND COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRIIf�UMENTS. CONTRACTOR IS RESPON- SIBLE FOR DIMENSION t FIRMATION AND CORRELATION AT THE JOB SITE, FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO TECHNIQUES OF CONSTRUC- TION, AND FOR COORDINATION OF THE WORK OF ALL TRADES INVOLVED IN THE PROJECT. BY Internet mail address: postmasterf @buildingcodeonliae.eom GATE Lrn, - rancisco . Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: bttp : / /www.buiidiageodeooline.eom 6 Universal Aluminum Windows & Doors, Inc. ACCEPTANCE No.: 00- 0208.02 APPROVED APR 2 1 2000 EXPIRES : September 12, 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 96 -0718.01 which was issued on September 12, 1996. It approves an aluminum sliding glass door, 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 pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "Monica Coastal" - Aluminum Sliding. Glass Door — Large and Small Missile •Impact Resistant and Non - Impact and its co with the following. documents: Drawing mponents shall be .constructed in strict compliance wing No W96 -24, titled "S- Monica Coastal Alum. Sliding Gl. Door" Sheets 1 through 6 of 6 dated 07/16/96, w/revision B dated 11/22/98, signed and sealed by Humayoun Farooq, P.E., bearing the Miami-Dade County Product Control Notice. of Acceptance number and aPPro� �p with the Division. These documents shall hereinafter be referred to as the lViaap Dade County Product Control approved drawings. 3..... LIMITATIONS . 3.1 This approval applies to single unit applications only, as shown in a 3.2 • Head receptor is not allowed to be used in this • PPrnved drawings. installation.- . • 4. . ' INSTALLATION 4:1 • The aluminum sliding glass door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. - 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 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 components selected for the proposed installation. 6.13 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Man 1 Perez, P.E. Prod ntrol Examiner P • • M ' • ntrol Division 2 of Universal Aluminum Windows & Doors. Inc. ACCEPTANCE No.: 00- 0208.02 APR 2 12000 APPROVED EXPIRES : September 12,2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS L Renewal of this Acceptance (approval) shall be considered after 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; c) lithe 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. 5. 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. s. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Manuel Pgfez, P.E. Product Product of Division END OF THIS ACCEPTANCE 3 of 3 Examiner • 10. MAK TYP. HEAD/SILL CORNERS won wIDIn ■ CLUSTER OF NACHORS I i ! I 1 18' MAK TYP. AT HEAD /SILL O 3/16' TEMP. GLASS 58 7/6' MAX. DOOR WIDTH XO (SHOWN) OX D.L 61 3/6' MAX. PANEL WIDTH • 1 OF 4 ANCHORS 58 7/V O.L. CPC. 61 3/8* PANEL WIDTH 58 7/s* DI.,OPG. 61 3/8' F. TYPICAL E1 EVATION LARGEST TESTED UNIT (XXO) DOOR WIDTH ®— 0 it 44 �4 XO (SHOWN) OX D.L 61 3/6' MAX. PANEL WIDTH • 1 OF 4 ANCHORS 58 7/V O.L. CPC. 61 3/8* PANEL WIDTH 58 7/s* DI.,OPG. 61 3/8' F. TYPICAL E1 EVATION LARGEST TESTED UNIT (XXO) DOOR WIDTH OXO PANEL. WIDTH DOOR Wt1DTH o ®— o ,4 �& i' t o- i �. OXO PANEL. WIDTH DOOR Wt1DTH APPROVED CONFIGURATION$ NON -IMPACT RESISTANT SMALL TUSSLE IMPACT RESISTANT LARGE MISSILE IMPACT RESISTANT XXO (SHOWN) OXX UNIVERSAL ALUMINUM WINDOWS ALUMINUM SLIDING GLASS DOORS SERIES MONICA - COASTAL DOORS APPROVED AS A— NON IMPACT RESISTANT DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQO. FOR ALL INSTALLATIONS.. B- SMALL MISSILE IMPACT RESISTANT SHUTTERS NOT REQUIRED FOR ItSTALIA11ONS ABOVE 30 FT. OF GRADE. C- LARGE MISSILE IMPACT RESISTANT (cur DOWN SIZES) SHUTTERS NOT REQUIRED FOR APPROVED SIZES. LOADS AND REINFORCING LEVELS SEE NON IMPACT RESISTANT SHEET 2 SMALL MISSILE IMPACT RESISTANT LARGE MISSILE IMPACT RESISTANT _ SHEET 5 NOTES 1. THIS. STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA SURGING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUGCS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED: SPACED AS SHOWN ON owns. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSINC OR STUCCO. 4. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PANTED OR PLATED. Eng.: OR. HUM AYOANN FAROOQ STRUCTURES Fu PE / I*557 • 99 APPROVED AS COMPLYING YATH THE - SOUTH FLORIDA iLDING CODE OAT / - e e BY PRODUCT ROL DIVISOR BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO Op- 02 O$: o 2. 8 E z ?U g. 8 1Md o a v z 2 n t drawing no. W96 -24 (sheet 1 of 6 ) o ,4 �& pO '%¢3 K':/ —�F} A '0 APPROVED CONFIGURATION$ NON -IMPACT RESISTANT SMALL TUSSLE IMPACT RESISTANT LARGE MISSILE IMPACT RESISTANT XXO (SHOWN) OXX UNIVERSAL ALUMINUM WINDOWS ALUMINUM SLIDING GLASS DOORS SERIES MONICA - COASTAL DOORS APPROVED AS A— NON IMPACT RESISTANT DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQO. FOR ALL INSTALLATIONS.. B- SMALL MISSILE IMPACT RESISTANT SHUTTERS NOT REQUIRED FOR ItSTALIA11ONS ABOVE 30 FT. OF GRADE. C- LARGE MISSILE IMPACT RESISTANT (cur DOWN SIZES) SHUTTERS NOT REQUIRED FOR APPROVED SIZES. LOADS AND REINFORCING LEVELS SEE NON IMPACT RESISTANT SHEET 2 SMALL MISSILE IMPACT RESISTANT LARGE MISSILE IMPACT RESISTANT _ SHEET 5 NOTES 1. THIS. STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA SURGING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUGCS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED: SPACED AS SHOWN ON owns. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSINC OR STUCCO. 4. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PANTED OR PLATED. Eng.: OR. HUM AYOANN FAROOQ STRUCTURES Fu PE / I*557 • 99 APPROVED AS COMPLYING YATH THE - SOUTH FLORIDA iLDING CODE OAT / - e e BY PRODUCT ROL DIVISOR BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO Op- 02 O$: o 2. 8 E z ?U g. 8 1Md o a v z 2 n t drawing no. W96 -24 (sheet 1 of 6 ) • • DESIGN LOAD CAPACITY - PSF MUM- /MA ea sIANI UUUK DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REOO. AT ALL LOCATIONS DOOR DIMS. REINFORCING 'A' REINFORCING 'H` REINFORCING 'C' PANEL WIDTH DOOR HEIGHT 3/18' TEMP. GLASS 3/18' TEMP. GLASS 3/18' TEMP. GLASS 1/4' TEMP. GLASS EXT. ( +) INT. ( -) DLT. ( +) INT. ( -) EXT. (4) 1NT. ( -) CLT. ( +) INT. (-) '' 2/0 2/6 3/0 3/6 4/0 4/8 5/0 6/8 99.3 99.3 100.0 134.8 100.0 250.8 100.0 250.8 83.1 83.1 100.0 112.8 100.0 200.3 100.0 209.9 72.6 72.6 98.6 98.8 100.0 164.4 100.0 183.4 65.4 65.4 88.8 88.8 100.0 139.3 100.0 165.2 60.3 60.3 I 81.9 81.9 100.0 120.9 100.0 152.3 56.6 56.6 76.9 76.9 100.0 108.8 100.0 143.0 54.0 54.0 73.3 73.3 95.6 95.6 100.0 136.4 2/0. 2/6 3/0 3/6 4/0 4/6 5/0 8/0 80.4 80.4 100.0 109.1 100.0 203.0 100.0 - 203.0 66.7 66.7 90.5 90.5 100.0 165.4 100.0 168.4 57.7 57.7 78.4 78.4 100.0 135.7 100.0 145.8 51.5 51.5 69.9 ' 69.9 100.0 115.0 100.0 129.9 46.9 46.9 63.7 63.7 95.4 99.8 95.4 118.4 43.5 43.5 59.1 59.1 88.2 88.2 88.2 1092 40.9 40.9 55.6 55.6 79.0 79.0 83.2 103.4 3/18' TEMP GLASS- 3/18' TEMP. GLASS- 3/111" OR 1/4 " TEMP. GLASS . _ ;. .. , .. „ 1--^- i1/4,4,1-:1/2" IN FIX. INTERLOCK • (2S) 11/48 1S 1/2• IN EACH IQIERLACK REINFORCING NO REINFORCING EXTRUDED ALUM STIFFENER 'H' EXTRUDED ALUM STIFFENER REINFORCING 'C' 3/16' TEMP. GLASS 1/4' TEMP. GLASS NON - IMPACT.GLASS SMALL MISSILE IMPACT GLASS GLAZING OPTIONS DESIGN LOAD CAPACITY - PSF SMALL !MISSILE IMPACT RESISTANT DOORS MME COUNTY APPO. IMPACT RESISTANT SHUTTERS WOO FOR 11STPLIATI0NS UP TO 30 ET. OF GRADE DOOR DIMS. REINFORCING 'A' PANEL. WIDTH DOOR HEIGHT 1/4" TEMP GLASS EXT. ( +) 1NT. ( -) 2/0 2/6 3/0 6/8 69.0 69.0 69.0 69.0 69.0 89.0 h • 1/4' TEMP.- GLASS 1I1 NO REINFORCING L .... N Ergs: DR. HUMAYDUN FAR000 .STRUCTURES • FLA PE # 16557 3V REFER TO SHEETS 3 & 4 FOR OTHER DOOR DETAILS REFER TO SHEET 5 FOR LARGE MISSILE IMPACT PRODUCTS LIMIT MAX. EXT. ( +) DESIGN LOADS DUE TO WATER INFILTRATION TEST AS FOLLOWS 2" SILL HEIGHT = 55.3 PSF 3" SILL HEIGHT = 88.0 PSF 4" SILL HEIGHT = 100.0 PSF APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT. //.14 -. M2/ PRODUCT ..NT•ii DIVISION BUILDING .. COMPUANCE OFFICE ACCEPTANCE N0. 04" 02.0r 02. U d 1 6 0 N 3`-x drawing no. W96 -24 (sheet 2 of 6 TIT OR ESY HOOD SUCK 18 POST MD1G SCREWS 2/ LATCH • 3/18' TAPOONS W PAIRS 1 -3/4' MN. MASONRY EMBED AT 4' FROM CORNERS ,AND 13' O.C. MAX. SPACING TYPICAL .4 ••i • NON - IMPACT RESISTANT SMALL MISSILE IMPACT RESISTANT REINFORCING 'B' APPROVED AS COMPLYING WIT( nit SOUTH FLORIDA 1DING CODE E/ • OAT BY PR. i 1 CO.' ROL DIVISION BUILDING CODE CORIPUANCE OFFICE ACCEPTANCE NO. 00 -02 08.02 3/16' TAPCONS 1 -3 4' MIN. WSONRY DEED OF 4 AT INTERLOCK & ASTRAGAL DOS IN PAIRS AT 10" FROM CORNERS AND 16. 0.C. MAX. SPACING NOTE: FOR SCH. 'C REINFORCING USE 1/4' TAP60+IS AT CLUSTERS (HEAD ONLY) • • • • '4 1 b 1:. 16 t !Li !j. 1t !j. 1 -1/8' WEEP NOTCH AT EACH END g MATERIALS UST ITEM N0. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER/RENARXS 1 USO -101 1 FRAME HEAD 6063 -16 - 2 US0-102 1 FRAME 561 6083 -16 - 3 US0-103 2 FRAME JAMB 6083 -T6 - 4 USD-104 2/ PmEL TOP & BOTTOM RML (3/16' Olt 1/4' GLASS) 6063 -16 - 4A USD -124 2/ PANEL TOP & BOTTOM RAIL (9/18' UAL GLASS) 6063 -18 - 5 USD -105 AS RECD. LOCK STILE (3/16' OR 1/4' GLASS) 6063 -16 - 5A USD -126 AS READ. LOCK STILE (9/16' LAM. GLASS) 6063 -16 - 6 6592 AS READ. ' INTERLOCK (3/16' OR 1/4' GLASS) 6063 -16 - BA UA -1055 AS REQD. INTERLOCK (9/16' LAM. GLASS) 6063-16 - 7 US0 -108 AS RECD. FEMALE ASTRAGAL. (3/16' OR 1/4' GLASS) 6063 -16 - 7A UA -1057 AS READ. FEMALE ASTRAGAL (9/18' LW. GLASS) 6063-16 - 8 USD -107 AS REQD. MALE ASTRAGAL. (3/16' OR 1/4' GLASS) 6063 -16 - , 8A UA-1062 AS RECD. MALE ASTRAGAL (9/16' LAM. GLASS) 8083 -16 - • 9 UA -1064 2/ FIX. PANEL FIXED PANEL JAMB CUP 6063 -16 20' FROM TOP & BOTTOM 10 1SD -111 AS REGO. STIFFENER • 6063 -16 — 11 - AS REQD. 1/4' X 1 -1/2' BAR STEEL FUU. LENGTH OF STILE 12 UAWD -547 AS REQO. WIT CHANNEL 6063 -15 , AT ASTRAGAL TOP & BOTTOM 13 USD -114 AS REQD. GLAZING V1NL (3/16' OR 1/4 GLASS) t - - 14 - AS REQO. GLAZING VINYL (9/16' LAM. GLASS) - - 15 - - 7/6' X 1 -1/2' ADHESNE BACK PIE PAD - AT HFJD & SILL 16 SK- 1003 -518 AS RECO. TOP & BOTTOM RM. WSTRIPPIG - SCILEGEL OR EQUIV. 17 P0-8223 -187 AS RECD. PILE W S RIPPING 0 STIES & JAMBS - SC* EGEL OR EQUIV. 18 060 -118 AS REQD. BULB W'STRIPPING 0 FEMALE ASTRAGAL VINYL - 19 - - - _ - 20 j8 X 1 -1/2'. 4/ PMIEL PANEL ASSEMBLY SCREWS - — 21 /6 X 1' 8 FRAME ASSEMBLY SCREWS - - 22 - - - - - 23 - 1/ LOCK PANE. 00041 LOCK ASSEMBLY - ALIEN STEVENS OR EQUIV. 24 — • 2/ PANEL ROLLER ASSEMBLY - ALEN STEVENS OR EQUW. 26 USO -116 2/ PANEL PANEL TOP GUIDE - - 27 /8 X 1/2' 1/ CUP JAMB CUP SCREW - - 28 - 2 FIX. INTERLOCK CUP ANGLE ALUMINUM 2- 1/2x1 - 1/2'X1 /8x1 -1/2' LANG 29 10 X 1 -1/2' 2/ CUP • ' CUP ANGLE SCREWS - - 30 - 1/ PANEL CUP .ANGLE ALUMINUM 1/2' X 1' X 1 /6' X 2' LANG .•�.. •�n . ' a' s /16x1 -3/4' TAPCONS HAT CHANNEL AT STRA L S 1 M 3/16' TAPCONS AT HEAD & S� i-3 4' MIL MASONRY OARED ra- • OF 4 AT INTERLOCK & ASTRAGAL ENOS 64 PAIRS AT 10' FROM CORNERS AND W O.C. MAX. SPACING U WOOD BUCKS NOT BY UNIVERSAL WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. NON— IMPACT RESISTANT SMALL MISSILE IMPACT RESISTANT Emir: DR. HUMAYOUN FAR000 • ES PEI 16557 . APPROVED AS COMPLYING WRH THT SOUTH 11011104 BUILDING 9000E DAT 7'it. 2� O By PR DIVISION BUILD CODE CCMPUANCE OFFICE ACCEPTANCE NO oo- oa.oroz to drawing no. W96 -24 (sheet 4OI 6 (sheet 5of 6 ) �8 POST BINDING SCREWS 2/ LATCH laramlasmImEAciliEsmANTAos28 ( CUT DOWN SIZES ) g g . 0 a 3/1r TAPCONS Iii.ttittlaN. MASONRY EMBED OF 4 MANTERLOCK & ASTRAGAL ENDS AN PAIR& AT 10" FROM CORNERS 1110.6. MAIL SPACING • 4 - • - • § ' 4\1 • • • • • 11 0 8 "ft 1-1/8- vamp Nara AT EACH END • • 3/46".4APCONS g14-3/4" MIN. MASONRY EMBED CLUSTER OF 4 AT INTERLOCK & ASTRAGAL ENDS IN PAIRS AT 10" FROM CORNERS AND 18 oz. Wat. SPACING ve HEAT S. GLASS Aso maw:nth MONSANTO • PVB 1/4" HEAT S. CLASS 4" SLOTS AT 12 0.C. MUIR 11011100RATIRESPECarPELETER 114 AT GLAZING VINYL BOTTOM • FILLED WITH SIUCONE 9/16 OVERALL LAMINATED GLASS GLAZING DETAIL Ent; DR. NUNAYOUN MOM STRUCTURES F6A. PE 16557 .- *: • C ‘999 LARGE MISSILE. IMPACT RESISTANT DOORS SHUTTERS NOT REQUIRED DOOR DIMS. DESIGN LOAD — PSF. PANEL DOOR tor IAM. MASS WIDTH HEIGHT EXT. (+) INT. (_.) 2/0 75.3 75.3 2/6 5/0 75.3 75.3 3/0 75.3 75.3 LIMIT MAX. EXT. (+) DESIGN LOADS DUE TO WATER INFILTRATION TEST AS FOLLOWS 2" SILL HEIGHT = 55.3 PSF 3" SILL HEIGHT = 75.3 PSF APPROVED AS COMPLYING wn•H THE SOUTH FL' IDA mum CODE Jr / • 2, ..16 By 4 DAT I I I 1•1■ BUILDING COMPLIANCE OFFICE ACCEPTANCE NO. °et"' 0 o• o 5 8 8 8 0 111 drawing no. W96-24 • 1. ; rss7 1.014 .375 .624 LOCK STILE 3/16' OR 1/4' GLASS 1.937 1.014 .625 LOCK STILE 9/16' LAY. CLASS .752 .062 4.000 FT 1- 1.345- --1i- -- 1.688 -44 FRAME HEAD .937 2.125 .875 -4 1-.375 PANEL TOP/BOTTOM RAIL 3/16' OR 1/4' CLASS 2.125 .675 .751 PANEL TOP /BOTTOM RAIL 9/16' LAY. CLASS -.062 .093• 4.437 FRAME SILL 3.000 4.000 1.937 1.014 .125 .375 2.781 1.750 ASTRAGAL snit 3/16' s GLASS 1.937 1.014 .752 2.781 .063 1.750 ASTRAGAL STLLE 9/16' LAY. CLASS 2.500 2.750 Fir .094 1.750 1.428 FEMALE ASTRAGAL 5I1LE 3/16' OR 1/4' GLASS 2.750 .094 1.750 1.426 FEMALE ASTRAGAL STILE 9/16' LAM. GLASS 3.782 .063 1.250 1.211 FRAME JAMB 1 1.250 HAT CHANNEL PANEL TOP /BOTTOM CORNER r 2.812 1.656 .375 1 .270 1)t ■ --- 1.734 INTERLOCK •3/16' OR 1/4' CLASS 2.812 1.656 .750 1.129 1.734 QTTERLOC3c 9/16' LAM. CLASS 2.562 .160J -- -.078 STIFFENER FIX. PANEL JAMB CUP ,FRAME TOP CORNER FRAME BOTTOM CORNER Engr DR. H WAYOUMN FAR000 STRUCHIR PLA ES . 6.ss7 .. "� 2 21999 L. APPROVED AS COMPLYING WMI 1HE SOUTH FLORIDA BUILDING 0002 ROL DIVISION ACCEPT 0002 NO .. OFFICE O ACCEPTANCE T8)2 drawing no. W96 -24 sheet 6 of 6 Jul.26. 2003 12 :37PM , Ml�_Agit!I.DAt7E PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. 'Box 76 Pittsburgh ,I{S 66762 Your application for Notice of Acceptance (NOA) of _ Entergy 6-$ S- YIE Outswing- Opaque Double wlsideliies Residential Insulated Steel Door under Chapter 8 of the Code ofMiami -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 use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. No.8411 P. 2/10 MIAMI -DAD E COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COIWOLIANCE OFFICE ME RO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MTAM(, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2903 co rruACroa LICENSING SECTION (305) 375 -2527 FAX (305)371455S CONTRACTOR E,V t-'ORC1:.MEN T I)tvISION (305) 375 -2966 VAX (303) 375.390g PRODUCT CONTROL DIVISION (305) 3754902 PAX (3 05) 3716339 The expense of such testing will be incurred by the manufacturer_ ACCEPTANCE NO.: 01- 0314.27 EXPIRES: 04/02/2006 Raul Koartgucz Chef Product Control Division THIS IS TEE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS 'BUILDING CODE & PR DU REVIEW COMMITTEE This 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. ,/z(72-4-0 APPROVED 0 NOT APPROVED Q REVISE AND RESUBMIT APPROvED AS CORRECTED CHECKING IS ONLY FOR CONFORMANCE WITH THE DESIGN CON- CEPT Or THE PROJECT AND COtdtPLiAN APPROVED: 06 :,50001 THE CONTRACT DOCUMENTS. WITH CONTRACTOR IS RESPON- SIBLE FOR DIMENSION CONFIRMATION MD CORRELATION AT THE JOFJ SITE, FOR INFORM/010N THAT PERTAINS SOLELY TO THE FARRICATION PROCESSES OR TO TECHNIQUES OF CONSTRUC- TION, AND FOR COORDINATION OF THE WORK OF ALL TRADES INVOLVED IN THE PROJECT. DATED -I1 -O3 Francisco .1. Quintana, RA. Director Miami -dada County Building Code Compliance Office Ws04500mpc200411temptates}nat ee acceptance cover page.dat Internet mutt address: postniastcr,rt Ituildingeodeoniine.coml , Hnmenal:c: httD:/ /tllrtil _Trail :tlngr-ntlrnnline.cnm Jul.26. 2003 12:37PM Premdor Entry Systems 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.29 which was issued on April 28, 2000. It approves a residential insulated door, 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 pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6 -8 S -W// Outswing Opaque Double Residential Insulated Steel Doors with Sidelites Impact Resistant Door Slab Only, and its components shall be constructed in strict compliance with the following documents: Drawing No 31- 1029 -EW -0, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand) Double Door with Sidelites in Wood Frames with Bumper Threshold (Outswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miarni -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County, Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATION'S 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): 4.2.1 Door. the installation of this unit will not require a hurricane protection system_ 4.2.2 Sidelite: the installation of this unit will require a hurricane protection system. S. LABELING 5.1 Each unit shall bear a permanent label with the manufacturees name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6: BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the 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 components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manu Perez, P.E. Product Contro ice= miner Produc ontrol Division No.8411 P. 3/10 ACCEPTANCE No.: _.01- 0314.27 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPT,ANCE: SPECIFIC CONDITIONS 2 Jul.26. 2003 12:38PM No.8411 P. 4/10 Prerndor Entry Systems ACCEPTANCE No.: 01- Q314.77 APPROVED JUN 05 2001 EXPIRES : Atari' 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after 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. c. If the Acceptance holder has riot 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. 5. Any of the following shall also be grounds for removal of this Acceptance_ a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words 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 1t 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 engincer:needs 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. END OF THIS ACCEPT NCE 3. Manuel ere , P.E., Product Contr Product ontrol Division miner Jul.26. 2003 12:38PM V�aS uSilatin No.8411 P. 5 /10 PREMDOR (ENTERGY BRAND) DOUBLE DOOR 'WITH SIDELITES IN WOOD FRAMES WITH A BUMPER THRESHOLD (OUTSWING) 0' 5' C.C. NA7C �.a Vi- HAS 11,4x AMA ZIL 17 I Ht. 17 It MAX NC. SPACING ! � OC 4 MAX ATTACU ASTRAGAI. MMus !WIT STRUTS PLATE TO THE HEADER AND ZHRESHDLO W1T14 610 x 13/4' FLATHEAD SCREVS NOTES: 1.1 VODD BUCKS BY OTHERS. I U T BE ANCI01RED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 2J THE PRECEDING OQBVINGS ARE INTENDED TO QUALIFY THE FOLLOWING INSTALLATIONS. A. IFRAME RDTO A �YST IS WHORED NINIKB1 TWO BY WOOD OPENING. IL HAMMY OR CONCRETE CONSTRLCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY STRUCTURAL worm BUC!c, C. MASONRY OR CE _ CI DOOR SY STEM ARMIRED DIRECTLY TO CONCRETE OR NASOtRy VrTH OR VITHOIT A Num- STRUCTURAL IRE BY WOOD BUCK. 3. ALL �1 in.ENBEBHENT tyro WBO00 SUBSTRATE OR 3116' PFH TOWS WITH 1 I/2' MINIMUM EMBEDMENT INTO HASONRY 4. UNIT MUST BE INSTALLED WITH 'MIAMI -DARE COUNTY 55.. iHHREE STAPES PER SIDE JAMB INTO HEADER ON SIAELITES AND DOOR, THREE STAPLES PER JAMB INTO THRESHOLD ON =ELITES AND DOOR. G. LATEX SEALANT TO K APPLIEp AT SIDE BT SIDE JAMBS AND sIDELITES. 7 D /SIDELITC HEADER. DOUR /SIDELITE JAMBS, AND SIDEI.ITE CORNERS ARE gem! AND BUTT - IOrNED $ DOORS SHALL BE PRE - PAINTED VITH A WATER-BASED EPDXY RUST % M S SHALL BEAPRE-PATINTED�14THIAB ACRYLICSLATTEEXaVATE Le BASED! DATER- DEDUCIBLE WHITE PRIMER VITH A DRY MN THINNESS Dr DA TD L2 NIL HAx • !• LD!!G IN ALL REHAINWG HOLES IBxI3/4 "L.a? FLATHEAD SCRCVS ASTRAGAL R,H, DUTSVIHG INIIIMININEm IOMII401II:, vA -., ,,; I=tfi01111IEPVI. MUM IT1/14 INITRUION Is *DEB x I» 1SI I iAtg DATER OFILIRATI REr IS NIT Mu .TINVIMai i+!1r5111g IMINE+"S, ■ 1.11 DUTSVINL HPINICVEDASG65WLYM SITHTN6 sauna LR 4 ow 1. U S II sr 7.f!?1177f. — PROW v =. aL 1MX60R • SULD1113cow_ COMPIMNCEOff1CH I UNITS SHALL DVEIbNE DLitt IHE ANGLE DETVEEN HE LOCATIONS PROTECTED CANOPY OR DDERRANG t0 SILL TS•LEss THIN 15 DECREES KESS OBIT IS INSIALLER IN NON IBBITAIRE ARMS LHERE r wit an DD: AREA ARE OES1GNCO ftl ACCEPT DATER DFfTRATION BASE it 11 1.STiMTLIE aG anc coon, A55 1154 =ell • „ .” ILE An owe 1101 soxsiswxxxxx i,Ias IItu� 11asmalo C3�lmommIs 11I db n II iar`T?ItC'a7SIA 1' TI ME ARM PD ' ' MUM N 1YSY 1- 1029 —EW -0 SHEET I OF 6 SIM LOU r 27 V1• EXTERIOR u Howe 3? u+• lIx 35 ,l. MIX s m NRX 1/2° GLASS BITE �� GLAZJN& DETAIL 111E= .. • cATTrz CA[t!t INTERIOR SECTION A -A DUTSVING 0. 113 1/V ?OW OTHER. CDNF IGURA T IONS BA% • 3,•. KIX '4- OKX N CO N /V9 tiOVED1S COMMIS WM 'VIE scum F T 7 t r.�[-it +aezni. -s Ital.tlOMM %MOW OOOE :061P11mns Office crEPTRb1t?S.61 -O3/ V. 27 SECTION B -B MA LS FIST ITCH N� DESCRIPTION PART MINDER CEMENTS IROQD HEAD JAHB E% -I4 1 114' X 9/16' (TL. TO DE PIAE OR EDUIVOI,'ENT COWESSB)N VEATHERSTRIP EV -25 LOCKSCREEN BRAND LOXSEAL 9690 (BRONZE) J AL1MS[NUN ASTRAGAL CV -12_ PREHDOR BRAND tR EDUrVALENT- 518' AUHINUN ASTRAGAL ALLHONIJ'S -BU' ER THRESHOLD EV -15 PREHCOR WAND OR EOUEVALCNT - 1 1/4' x 4 9/16' TOP CHANNEL EV -00 PROBER BRAND - 1 11/16' - 20 GA STEEL Q STEEL SKIN SDI IIU IAN - Ifiglidingivsis sr d POI URETHANE FDA H CORE • BASF FOAM - DENSITY 2,0 r1] 23 ibs.(Ft' . el BOTTOM CHANNEL EV-07 PREHDUR BRAND - 1 11/16' - 20 GA STEEL 01 LOCK BLOCK EV-09 4' X 9 1/2' NrL TO BE PINE OR E0UtVALENi 43 X53110 t1-NIKE STILE EV-06 15/16' X 1 )t /I6' Nit. TO BE PINE ER EQUIVALENT 4! HINGE STILE EV -05 15/16' X 0 1l /I6' Hil. TO BE PINE OR EQUIVALENE © LOCK FREA FILLER PLATE EV-40 PREHODR BRAND - .050' TRIER- HTL. TO OE POLYETHYLENE S'x4' HIKE EV -16 HAGER DRAHD NIKE OR EDUIVALEHt - .097 THICX (STEEL) VIM HIKE JAHR EV -13 1 1/4' X 4 9116' Na„. TO BE PINE CR EOU1vALENr DID x 3/4' FI1.J.L (41 SCREVS PER }RAGE INTO DOOR m V DH X 2' F)1,V.S. ' . 'T` I LIAIUMIN11111111 410 X 3/4' FR,VS. 5 saws 7fAYUGN 14114:k J01141 Irl1O nun .w4LT saw Hu I4P. R T8' d TRCREATTER 11 38C�eEa�+�S TF&0X1 0 R04. JW8 WEB SIMPLE W4L 4' LOVH FROR TiP SEIEYS thRO Ge oat SIOCUrc me Imo SIOEI.AE. 4' WW4 ratiH EP, Hex 15. Ot. socA'rcQ REFER ID 13.LVATDI1 vivo. rat t It uEVS IAED tQ MAHON (2) SCREI/S PER NIKE WTI AN ►�} t 19 ---6--- lax 2' F}tv.S. (?) 9CTIEVS At E401 STRfKE PLATE LOCKSET KV1KSET BRAND 200 LOCK OR IPRLUC BRAND 100 LOCK (2) SCR R NIKE 0 r0 JANB CO RIO X 1 3/4' F.H.V.S. I Ma llICalli WA WOOD SIDELITE AHD E11 -I9 1 114' X 4 9/16' HTL T B PDE r: EQUIVALENT 22' x 64' SINGLE PANEL GLASS 0 :E;p 4 yr'T, 54442 -T Ouitt -Raw rN SIDEUTE TRIN MOD) v-2) 5/16 x 1/2' MrL. rD• BE PINE DR EQU(•VALENr VOOD CASING 6L) -22 F„ rim /r xi V' • r . ' m„ VCWD SIDEUTE HEAD AND EV -23 1 I/4' X 4 9/16' HT(. ru DE FINE OR EQUIVALENT VODD SIDEUTE BASE EV -24 1 1/4' X 4 9/16' HTL. IT) DE PINE ER EQUIVALENT ,§ POLYPROPYLENE UTE FR i E (OC -1643, O14.-2 OIL BRAND LITE FRAME, 14ETRD -DA/1E I CAE 9925. 18 PER FRPmE WNW, 4p attP1 EARL DAV kiD R.0 15/86' X 1 I1 /16' H11. TO BE PINE OR EaliIVALEIET 06 X 1 1 /2' PAN NEAR 5CR£VS liVill =ELITE STILES EV-226 4.D. INN NAIL v• UP& ML, 4' It TEN BID, SAX 8' 0C ralifla MI at HILLSF5 A59 1010 DOW SILICONE #995 APPKQ46DA8caterAN6Y4TbT1AR • RA 'ADM cote oAr N U sr .11_7'04103M. MISS NeirDIC Ie trltl. 171�f111i1 ,t - Oro TY NDh(FRC'ArIONS P3ClC4; -. ROLONASIGN PULIXld.4 W;,B Op7.4i+114110E OFVc0 A7CEPr4M E11IL D1- 031`f•Z7 2 BY VUCD BUCK SHIM MAX. INTERIOR 79tIAX 80 11/16' MAX 64' htAX DLO 1 1/4' EXTERIOR PLEASE SEE "GLAZING DETAIL' DRAWING #31- 1029--EW—f3 SHEET 2 OR .6 2 BY WOOD BUCK 4 9/16' S•ECTIL 1 1/4" DOW SILICONE #995 APCo.7Y(S0 .L90:401rive •• 4i an . swan OM sr MO I. Waal t asntmetto.,6t- a3tV.Z7 D uatc cweTr a(f'tcknots. InIAW JD LYtlr4 ESI ior[p FR >x� A14 Exia I.4 W&LSS MJ1EA Sr) CON1, rti 111. utimmimalizummi • PR 1110 911 C r[r RIMS XS 6&7 N YSY r14 am sews 1 I um ow( ► NAM us1 •I9•9? '.S. AMMO t 1E It rt ; I- 1029 -NN -0 SHEET 4 OF 6 0 H Ltr1ER D JTHER .D 9 Iro •Iry out R C NIGURAT 1 NS xn APAROV ED AS MAIM WTtt1FdF EVJTH 5LJn PS.10 twat74 strum oboecoL5PL»3 CE oFFmCe F7..Ery hCE HaQ(—O3 I Y . Z 7 EIXO MAUI Qw I 6aL 1 Mg STIL 0ML IQ Fk 1MFF& PI END sFi r. sou Plf UK, Z1_AbW so MS 31- 1029- E:V-0 SHEET 5 Of 6 �M• 1 xuaux U11EA JT,i1 OTHER DEOR PA {MAX c79 /16 "{� MAX�ao BLANK XI' 00 4- PA1i1. 1111 fin 6 -PANEL 00 4 -PAA£L EL STYLES DQ� 1Dm 9-PANEL 10-PANEL OTHER SI -ELITE STYLES 368 Imo- MAX 79 /16" M4+X as 1111 PO -1 NCI P0-I8 s • • ; P0-33 • P0-19 T1 .• • nn. PD -36 SL -2u SL -30 1111 OD PD-3 PD -20 101 PD -37 on P0-4 11 PD-21 Qtrff P0-311 II SL-40 SL-S0 5L-508 a© PD-5 11 PO -22 nil ari PD-23 PD -39 P11-4D OEM nEEl EMU DIM 18-PANEL SL -69A SL -69D 1111 PP-7 PO -B 411 iIJIi PO -24 PD-41 1�1 I "I III± PD -25 99 na PO.42 FLUSH fl SL -69C Pe-43 cm OD OD 8-PANEL CROSSIXCX 110® 1130: 12 -3dNEL 1E10 4 -PAHEt CYEORUW 00 �II CID CID 45t SCROLL C D 0UV S Pt�tEl goo S-Mitt EYEBRO4 1 1 1 St a SL -33 11.-30D SL -40 SL -"DA St -90S SE-913C SL 300 SL -3DC St-NI SL -00 PD -I0 PO -11 PD -27 PD-43A PD-28 Po- 433 1iiq: )11: Q11 1111 110 PD-12 PD-13 aijq ii' Jii� PD -24 111 19 111 PD -15 P11-29 P0-30 PO-31 P0-32 EEO PO -16 PO -33 �IN1SCt lk-- AICi ' IL1WSdtV •:, • 10 ' t ID 11 i rI� rr �p I7T�Pi1yrLtl�� !?1 `rT • i5tr -IL 6F IPLI DI S 0 9D .E11% 5113111i,11 WS? 31- 1029 -EV -D SHEET 6 OF 6 Layne Ella 2 • CITIZENS PROPERTY INSURANCE CORPORATION FLORIDA BUILDING CODE SHUTTER MITIGATION VERIFICATION AFFIDAVIT R Applicant(s): /le- d11- 4 - . "��- /`Ago t- Policy No: Property Address: /2S-7 A/C /a.S` .lr12Eer Date Installed: "t AI/ S E S 7 'Zo .f200i A. Specify the type of protection installed: Class A (Hurricane Protection) All exterior wall and roof openings in buildings (doors, windows, skylights and vents, other than roof ridge, gable, soffit and plumbing vents) must be fully protected with impact resistant coverings (e.g. shutters), impact resistant doors, and/or impact resistant glazing that meet the requirements of one of the following: Check One: 33/3 P SSTD 12 ❑ ''ASTM E 1886 and ASTM E 1996 (Missile Level C — 9 Ib) E Miami -Dade PA 201, 202, and 203 ❑ Florida Building Code TAS 201, 202, and 203 Class B (Basic Impact) All exterior wall and roof openings in buildings (doors, windows, skylights and vents, other than roof ridge, gable, soffit and plumbing vents) must be fully protected with impact resistant coverings (e.g. shutters), impact resistant doors, and /or impact resistant glazing that meet the requirements of ASTM 1886 and ASTM E 1996 (Missile Level B — 4.5 Ib). Class C (Ordinary Non - Impact) All glazed openings (windows, skylights, sliding glass doors, doors with windows, etc.) must be protected with shutter devices or wood structural panels that have the following characteristics. a. Corrugated storm panels made of Steel, Aluminum, or Polycarbonate in which individual panels are no wider than 14" and have a nominal profile of 2" or greater. b. Roll -Up shutters with aluminum slats. c. Accordion shutters with aluminum slats. d. Colonial or Bahama shutters with all the following features: i. Heavy gauge metal frames, ii. Extruded aluminum slats that are anchored to both sides of the frame, or solid metal backing plate in place behind slats, iii. Structural hinges, and iv. A mechanism to lock shutters closed during a storm. e. Wood Structural Panels — Plywood or OSB (oriented strand board) with a minimum thickness of 7/16 inch and maximum panel span of 8 feet. Panels must be precut to cover the glazed openings with attachment hardware provided. Panels must be fastened according to the Florida Building Code Table 1606.1.4 for locations where design wind speed is 130 mph or less. For locations with design wind speed greater than 130 mph, attachments shall be designed to resist component and cladding loads of the FBC. Up to two small windows (each 4 square feet or less) may be protected with polycarbonate flat panels used as a cover. CIT-26 (07/2004) I of 2 pages CITIZENS PROPERTY INSURANCE CORPORATION FLORIDA BUILDING CODE SHUTTER MITIGATION VERIFICATION AFFIDAVIT B. Certify the type of protection installed: I hereby certify that 1 am (CHECK OlifEt.A1 a State of Florida registered Architect, or ❑ an Engineer, proficient in structural design, or a Building Code Official (who is duly authorized by the State of Florida or its county's municipalities, to verify building code compliance); and that shutters, on the building or unit at the address indicated above comply with: E i Class A (Hurricane Impact) OR ❑ Class B (Basic Impact) OR ❑ Class C (Ordinary — Non - Impact) I hereby certify that I am a State of Florida registered Building Inspector and that shutters on the building or unit at the address indicated above comply with: ❑ Class C (Ordinary — Non - Impact) Name of Company Signature Phone License No Date This Affidavit and the information set forth in it are provided solely for the purpose of verifying that certain structural or physical characteristics exist at the Location Address listed above and for the purpose of permitting the Named Insured to receive a property insurance premium discount on insurance provided by Citizens Property Insurance Corporation and for no other purpose. The undersigned does not make a health or safety certification or warranty, express or implied, of any kind, and nothing in this Affidavit shall be construed to impose on the undersigned or on any entity to which the undersigned is affiliated any liability or obligation of any nature to the named insured or to any other person or entity. NOTICE TO APPLICANTS: If unable to obtain the appropriate signature(s) above, you must attach documentation indicating compliance with the Specified Type or Protection indicated in Section A of this form. C. All Applicants: To receive the premium credit being applied for, please read and sign the certification below. CERTIFICATION OF APPLICANT I hereby certify and agree to the following: (1) The property listed above has been fitted with Windstorm Protective Devices which protect all openings in accordance with the requirements stated in Section A of this affidavit. (2) I agree to close and secure the devices in the event of a tropical storm or hurricane warning. (3) In the event that I cannot install or secure such devices myself, I have or will arrange for someone else to assume that duty. Signature of Applicant(s): Date: Citizens reserves the right to confirm all information contained in this form via a survey of the risk. "Any person who nowingly and with intent to injure, defraud, or deceive any insurer files a statement of claim or an application containing any false, incomplete, or misleading information is guilty of a felony of the third degree." CIT -26 (07/2004) 2 of 2 pages Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 BP2004 -106 Imported Permit Project: <NONE> Owner: VILLAGE DEL MAR Phone: (305)965 -5893 Job Address: 1271 - 1289105 Street NE Parcel: 1122320270010 Miami Shores Village, FL 33181 Block: 53 Lot: 54 Scheduled Insp # Inspection Tvpe Inspection Status 07/20/2004 INSP2004 -2979 Final Building not ready no one on job APPROVED Inspector None None Date Completed 7/20/2004 Wednesday, March 15, 2006 Page 1 of 1 ARBAB ENGINEERING, INC. CONSUL11N0 ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NOR1H MIAMI. FLORIDA, 33181 • PH. NO. (305) 891 -5040 • FAX : 891-0504 PROJECT NAME : V) •• CONTRACT NO. • 15P O R •- ? 2) DATE WEATHER 71/E,/c5 REPORT NO • 4' TIME • C ; J `S' • or/ • FAIR i/r , CLOUDY RAIN GENERAL CONTRACTOR : REMARKS • 013 0 6 5 1 `I- / eG E_s T t) 0 6 3 s a.,/ A ,• ncE... o F —I4 :. 420 wo Fisalon s $ 1 Q iZ i. t_.1► f o l, Wsz.E_ }-1P reZ Ado v Ano EA 71+1 S TA- 10. A .K. 14,1,4 5 12dS LED ACCEPTED O DD REINSPECIION NECESSARY INSPECTED BY • ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA, 33181 • PH. Na (305) 891 -5049 • FAX : 891 -0504 PROJECT NAME • V 1 L't 4i . L M14► REPORT NO. • t'QVC. EdW I PM6,JT �a►�1- /Tress trj- CONTRACT NO. • DAIS 7/757o3 •1ME : Y ; +S" A''' /V/ • WEATHER FAIR 40'.----...CLOUDY . RAIN GENERAL CONTRACTOR • j , Ai . eC o f 5Tovl e- t ©rJ Cr • REMARKS • 'Deis Fig. . . /10 Z p 6 S 1 IA 6 A jai V E S T b $ T1 +1 . Cho,4 '62_,A ,z • Qf EA FaI2.GaJG . A.G blez, 7 a) OF Fe T i. LS AS P P 1S _LED a 1,-04ATI 4:34 T14 Ar EE. A IAJ FOR-C-10 4 14,-19N E.- MISS 1w4 ASS o Ik E. Q v sTeQ e..o 4Pc4ETi o f is e_ 'THIS r›A T 1714-670 t VII o 4, aZ% t7i 5) p1 ACCEPTED REINSPECIION NECESSARY 0/ 4 TF p INSPECTED BY ARBAB ENGINEERING, INC. CONSULIING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUM 508 • NORTH MIAMI. FLORIDA, 33181 • PH. NO. (305) 891 -5049 • FAX : 891-0504 PROJECT NAME • V 1t'i L.re 1:>E L. REPORT NO. : Wt4o I pm Eijr 6.w0 Nt /PUS*, CONTRACT NO. • DAZE • I/ I Gi l., z TIME • b? j' FAIR �.-CLOUDY RAIN GENERAL CONTRACTOR • • ) • e tA1 S 1 a-•.94-M i t CAD WEATHER REMARKS 7-14-E._ Ni-rirzAc a65geavao roo T irJt s b ofk..∎esf 02.c)/4-L1 A . v1 )•,z.. P A. 1 1 IL 1 a. i4 S dn..ej h) Csvil i .E- 0 A. T`TAI-% S 6% A - ACCEPTED A ( AO TE- • REINSPECIION NECESSARY INSPECTED BY • ARBAB ENGINEERING, INC. C0NSU531NG ENO NE9 S • 11900 BISCAYNE BOULEVARD, SUITE 508 • NOR1H WAIL FLORIDA, 33181 • PH. NO (305) 891 -5049 • FAX : 891 -0504 PROJECT NAME • VtLt''ike.eE b l.» (Mr P. a CONTRACT NO. • SP 2003 ^Z b 1 DAZE WEATHER • REPORT NO. : JS0l0 3 TIME • 1t'•) a ibt.:.,-'1 • FAIR , CLOUDY GENERAL CONTRACTOR : , tart • 4 . --kill! STA> 4-1) 04 • RAIN O S /6,1.30 FF 3 2 A d4 Q lo4 El Paz- AA, ► IAl 5 g. r O E O __kit' A .jam " '�o�--cja. RED �v S' CE 7E4 a'! MAW., AA/0 AccEPTFD ' I S Al oT REINSPECTION NECESSARY INSPECTED BY ,.)._ " ARBAB ENGINEERING, INC. CONSULTING 1NG1NEEFtS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIL FLORIDA, 33181 • PH. NO. (305) 891 -5048 • FAX : 891 -0504 PROJECT NAME • VI LA- x(4 a 1>01, aitto CONTRACT NO. • Sr z oo 3^ 7 8 c DATE REPORT NO • 2 TIME • j ID 10 9p, 'AA WEATHER • FAIR . CLOUDY RAIN GENERAL CONTRACTOR: REMARKS : d t213 S 2. 110 G... 101nf 2- A►AI 0 r ,, OF d°>, L Ail 'c: LP o ,2 R,G A MD S i )v 1 Ei i o az Gtr 1 J v 0 v S A/ ,p ■- S o v 4 1•` 0 0 6 E D L,QJ .. oIv- 91 E. ik- isFc 81-50 6 'vi4(.L - A ( 1--So E R E TE-c CLEaslz- Co 14 L , I)- ER-- 0 It- 3" 4— 4 t..t..- p oTi ov 1,J Fog_otor, PAIL.. , M c44 mo s 10 P 4 X. £s s A -00.4 Q c ACCEPTED 17.----->4 S p 07 60 REINSPECTION NECESSARY c, c -�� MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 7 \ OV4 % Type Insp'n RA.04 / Permit No. BP 0 7 ( I Name 14,-' Alzir 1 71 (gel' /o Address �% / ,// Company ∎4�t/ 1 4ra. T 1 C Phone # Inspection Date 7 `a' i\ c" Approved Correction Re- Insp'n Fee ARBAB ENGINEERING, INC. CONSULING ENDS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORM MIAMI. FLORIDA. 33181 • PH. NO. (305) 891 -5049 • FAX : 891 -0504 PROJECT NAME : v 1'LL& L ) CONTRACT NO. • RP 2.Qn 3-'7 24/781 DATE WEATHER REPORT NO. : 3 71 X103 TIME • b : 3; A +./i'1 CLOUDY GENERAL CONTRACTOR • Cs, • KI • Ater i CM G t OA REMARKS Trete liEtst Fog c D S OW/2-1 mita1if/S `eD etc , 1 • • 104 RAIN Es i E.0 14 DR L Zo„S rA.e1 MA.Stan12 ►' Fo Al pi P o arcs A . TYE 1 7 0 1 e , of 71415 Off► s e,y op.\ • ACCEPTED >J o i ED REINSPECTION NECESSARY / R =25.00' A=56.17' 0=128'44'35/ 4' P. 1/ NO 1. / ,g frc TRAFFIC / SIGNAL BOX C BASIN 43/ yi 0 TANK FIP. 1/2" N i i.O. BOUNDARY SURVEY SCALE: 1" = 40' BISCAYNE SHORES PLAT BOOK 20, PAGE 11 N.89'59'30'W. CONC. WALL 455.71 (M) T & T C MANHOLE.' rb . =4 CONC. 1 �n T WOOD n FEVCE L WOOD FENCE y a K n a n Or. A. u -p 0T" u n ,y > n n 0 o o n -0 n c n a n n .. o 0T-0 ." .1 n n n n n o 0-F0 a OEM n nomf n n 0-70 a n n— I j 1 I j I I I j I I o I of j I 1 I 1 I 1 1 k 0 I CONC. 14.00 o I I I CONC. of I CONC. 14.00' Noimi >•� _ _ 30.00' _ __ 1 �14.OD I M. 41.00 b 39.67' b 41.00' b (V (V T W O S T O R Y B U I L D I N G 7.45' n n 14.33' n ri° 426.00' 41 14 26.00' 4 9.0' 9.0' 0 0 (ri N a in In 4 26.00' d^': 69 39.67' b 41.00' N 4 26.00' 4 •(ri j. 5' CONC. WALK CATCH TRAFFIC SIGNAL Property Address: 1271 -1309 N.E. 105 STREET MIAMI SHORES FLORIDA 33135 Symbol Legend POWER POLE CENILR LINE CATCH BASIN ® WATER METER FIRE HYDRANT S MANHOLE - ' - ^°-^- CHAIN LiNK FENCE WOOD FENCE OVER HEAD POWER LiNE Abbreviations CONC. = CONCRE7E R/W = RIGHT OF WAY RP. 1/2" = FOUND IRON PIPE 1/2" f7R. 1/2" = FOUND IRON REBAR 1/2" FN. = FOUND NAIL EN&D = FOUND NAiL & DISC CONC. = CONCREZE SEC. = SEC710N PULL. BOXES N 60 POOL 4, 16.00'I.o'�, b 6• ° 3.6 ri• 70 00 4, 01.60• .7.50' 4 26.00'4 9.0' 9.©' �' E o ONC. CONCH F9 �7 41.00 0 (Y 7.50'. n 426.00'4 CON 0 .6 N 9.0' 39.67' °o (.i 41.00' o fV 39.67' b 41.00' (Y T W O S T O R Y B U I L D I N G N N n In 4 26.00' 4 ! 4 26.00' 4 in in 426.00'4 11)7 50' 4 26.00'4 FIP. 1/2" NO I.D. N 0 v_ 0.20' 0 Zs- 10.00' LOT 4 -A i9 9.0' izY 69 9.0' 0 0 tri N ONC. FOUND NAIL BASIS OF BEARINGS (ASSUMED MERIDIAN) N.E. 105 STREET 22' ASPHALT PAVEMENT(60' R /W) Legal Description: LOTS A,7 -A, 2 -A, 3 -A, AS ONE OF ANCO SUBDMSION" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 53 PAGE 54 OF THE PUBLIC RECORDS OF MIAMi -DADE COUNTY, FLORIDA. Flood Zone Information: COMMUNITY 1120652 PANEL & SUFFIX 0093 J FLOOD ZONE AE BASE FI FVA 11011: 8.00 FIRM DATE. 07/17/95 Certify to: VILLAGE DEL MAR DEVELOPMENT GROUP, LLC KRAMER & GOLDEN P.A. ATTORNEY'S 77ILE INSURANCE FUND, INC. COMMONWEALTH LAND TITLE INSURANCE COMPANY TOTALBANK, ITS SUCCESSORS AND /0R ASSIGNS Surveyor's Notes: 1. No improvements located except as shown. 2. No instruments of record reflecting easements, right of way, and or ownership were furnished to this surveyor except as shown. 3. Unless otherwise noted record and measured data are in substantial agreement. 4. The Street Right -of -Way abutting this property are physically open unless otherwise note. 5. Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Surveyors Certificate 1 hereby certify that the SKETCH of the property described hereon was made under my supervision and that this BOUNDARY SURVEY meets the Minimum Technical Standards set forth by the Florida Board of Professional Surveyors and Mappers in Chapter 61017 -6. Florida Administrative Code, pursuant to Section 472027, Florida Statutes. And, that the sketch hereon is true and correct to the best of my knowledge and belief. Subject to notes and notations shown hereon. PEDRO L. MARTINEZ DATE PROFESSIONAL SURVEYOR AND MAPPER 5443 STATE OF FLORIDA. d io 0 35 0 0 0 0 35 BOUNDARY SURVEY DRAW,: JAMIE CHECKED: P.I.M. SCALE AS SHOWN SURVEY DATE 03/1e /04 SHEET: 1 OF 1 SHEETS PROCESS # FOLIO C.OR 8.0 ECEUVED JUL f 9 20e4 pottant;- Bead the intro Po 03- z8/ FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE ons on • a , es 1 - 7. Amended b SECTION A PROPERTY OWNER INFORMATION O.M.B. No. 3067 -0077 Expires July 31, 2005 MDC -DERM - Oct 1999 For Insurance Company Use: BUILDING OWNER'S NAME VILLAGE DEL MAR DEVELOPMENT GROUP, LLC Policy Number BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1271 -1289 NE. 105 ST. Company NAIC Number CITY STATE ZIP CODE. MIAMI SHORES FL 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT A , 1A -3A " ANCO SUBDIVISION " PB. 53 PG. 54 MIAMI -DADE BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( ##° - ##' - ##.W or ##.#4/414/#' ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES 120652 B2. COUNTY NAME MIAMI -DADE B3. STATE FL 84. MAP AND PANEL B5. SUFFIIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER J DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 12025C0093 7 -17 -95 3-2 -94 AE 8.00' B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile X FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: X NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes X No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* X Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NA Conversion/Comments NA Elevation reference mark used SEE BACK Does the elevation reference mark used appear on the FIRM? ❑ Yes X No X a) Top of bottom floor (including basement or enclosure) 9.10 ft. b) Top of next higher floor N/A ft. o c) Bottom of lowest horizontal structural member (V zones only) N/A ft. X d) Attached garage (top of slab) 8.2 ft. X e) Lowest elevation of machinery and/or equipment servicing the building 8.6 ft. X f) Lowest adjacent grade (LAG) 8.5 ft. X g) Highest adjacent grade (HAG) 8.6 ft. o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A o 1) Total area of all permanent openings (flood vents) in C3h N/A sq. in. 4-3 • 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. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME PEDRO LUIS MARTINEZ LICENSE NUMBER LS. 5443 TITLE PROFESSIONAL SURVEYOR AND MAPPER COMPANY NAME ADDRESS 5600 W. 9 LANE SIGNATURE CITY HIALEAH DATE 3-18 -2004 STATE ZIP CODE FL 33012 TELEPHONE (305) 362 -1127 FEMA Form 81 -31, January 2003 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Policy Number Company NAIL Number CITY MIAMI SHORES STATE FL ZIP CODE 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (I) community official,12) insurance agent/company, and (3) building owner. COMMENTS ( MIAMI -DADE COUNTY BENCHMARK 3250 NE B -26-RA ELEVATION 17.24 ' NGVD.) ❑ 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 El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El . Building Diagram Number _(Select the building diagram most similar to the building for which this cart ficate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is ft.(m) _ in.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-Issued or community- issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: . _ft.(m) _ft.(m) Datum: 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 WINGERTER LABORATORIES, INC. Engineering Testing & Inspection Services 1820 NE 144th Street, North Miami, FL 33181 Telephone Miami (305) 944 -3401 - Fax. No. 949 -8698 649-03 ko No. 1 REPORT: GEOTECHNICAL SITE INSPECTION CLIENT: Village Del Mar Development Group, LLC PROJECT: Proposed Townhouses & Condominiums LOCATION: Biscayne Blvd. & N.E. 105th Street, Miami Shores, Florida REPORTED TO: Village Del Mar Development Group, LLC 1655 N.E. 115th Street' Suite 12 Miami, Florida 33181 - Attn: Brian Schienblum Date of Inspection: June 18, 2003 Purpose of Inspection: To verify conditions at bottom of footing excavations. Reference Documents: Area of Inspection: Results of Inspection: Report of Subsurface Soil Exploration & Geotechnical Engineering Evaluation of Subsurface Conditions, dated October 25, 2002. All continuous footing excavations for east and west townhouse buildings. On this date, a representative of Wingerter Laboratories, Inc. conducted a total of 35 field density tests throughout the above referenced footing excavations. A follow up inspection was conducted by this Engineer on June 18,2003. A visual inspection of the area revealed the presence of a significant amount of virgin limestone rock protuding through the sandy bottom of footing excavation. Further inspection of the area indicated that the footing excavations have been compacted by means of a plate compactor. The presence of native limestone rock can affect the performance of the nuclear density gauges, usually resulting in erroneous compaction test results. Therefore, due to the presence of native limestone throughout the bottom of footing excavation, re- testing of failing density tests shall not be required. Placement of reinforcing steel and concrete may proceed as planned. Order No. 03 -1420 WINGERTER LABORATORIES, INC. Engineering Testing & Inspection Services 1820 NE 144th Street, North Miami, FL 33181 Telephone Miami (305) 944 -3401 - Fax. No. 949 -8698 6 -19 -03 ko No. 1 REPORT: GEOTECIINICAL SITE INSPECTION CLIENT: Village Del Mar Development Group, LLC PROJECT: Proposed Townhouses & Condominiums LOCATION: Biscayne Blvd. & N.E. 105th Street, Miami Shores, Florida REPORTED TO: Village Del Mar Development Group, LLC • 1655 N.E. 115th Street" Suite 12 Miami, Florida 33181 - Attn: Brian Schienblum Results of Inspection: Based on our observations at the time of our inspection, it is our professional opinion that the soil conditions present at the bottom of footing excavations for the proposed townhouse buildings can provide adequate support for the recommended design soil bearing capacity of 2,500 pounds per square foot (psf). Inspector: RP Total Time: NC Respectfully submitted, RLABO O'+1 S, INC. Rafael M. Pina, P.E. Florida Registration No. 50771___ Order No. 03 -1420 2 The original of this report was signed and sealed by the above referenced Florida Registered Professional Engineer in accordance with Rule 61G15- 18.011 of the Florida Administrative Code. WINGERTER LABORATORIES, INC. Engineering Testing inspection Services 1820 NE 144th Street, North Miami, FL 33181 - TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 FIELD DENSITY TEST CLIENT: Village Del Mar Development Group, LLC PROJECT: Proposed Townhouses & Condominiums CONTRACTOR: Atlantic Construction Group, Inc PROJECT LOCATION:Biscayne Blvd & NE 105th Street, Miami Shores, FL REPORT NO: ORDER NO.: TEST DATE: TIME IN: INSPECTOR: 2 03 -1420 6/17/03 11:00 AM Michael Major PAGE NO.: 1 of 3 P.O. #: PERMIT #: TIME OUT:02:30 PM Description of 13224- Brown Silica Sand, Limerock and Roots Material: DENSITY TEST PROCTOR INFORMATION SUMMARY OF RESULTS Retest Dry Probe Optimum Max. Dry Percent Percent Lab Field Fill Field Test Location: of Moisture Density Depth Proctor Moisture Density Field Compaction Test No. Test # Lift Lab No ( %) (PCF) (In.) Lab No. ( %) (PCF) Compaction Requirement Status West Building: See Sketch for Locations 5651 18 F Test No # 18 8.3 98.4 12 13224 10.3 116.7 84.3 95.0 FAILED 5652 19 F Test No # 19 6.6 94.6 12 13224 103 116.7 81.1 95.0 FAILED 5653 20 F Test No # 20 9.3 94.0 12 13224 10.3 116.7 80.6 95.0 FAILED 5654 21 F Test No # 21 18.0 96.4 12 13224 10.3 116.7 82.6 95.0 FAILED 5655 22 F Test No # 22 11.8 97.9 12 13224 10.3 116.7 83.9 95.0 FAILED 5656 23 F Test No # 23 5.6 99.1 12 13224 10.3 116.7 84.9 95.0 FAILED 5657 24 F Test No # 24 10.0 89.5 12 13224 10.3 116.7 76.7 95.0 FAILED 5658 25 F Test No # 25 8.5 101.1 12 13224 10.3 116.7 86.6 95.0 FAILED 5659 26 F Test No # 26 3.1 101.2 12 13224 10.3 116.7 86.7 95.0 FAILED 5660 27 F Test No # 27 4.0 101.6 12 13224 10.3 116.7 87.1 95.0 FAILED 'Field density test was performed in accordance with ASTM D 2922. ,This report is submitted as the confidential property of the client. The original of this report was signed and sealed by the herein referenced Registered Engineer in accordance with Rule 61G15 - 18.011 of Florida Administrative Code. - Continued- Next Page WINGERTER LABORATORIES, INC. Engineering Testing Inspection Services 1820 NE 144th Street, North Miami, FL 33181 - TELEPHONE: 305- 944 -3401 FACSIMILE: 305 -949 -8698 FIELD DENSITY TEST CLIENT: Village Del Mar Development Group, LLC PROJECT: Proposed Townhouses & Condominiums CONTRACTOR: Atlantic Construction Group, Inc PROJECT LOCATION:Biscayne Blvd & NE 105th Street, Miami Shores, FL REPORT NO: ORDER NO.: TEST DATE: TIME IN: INSPECTOR: 2 03 -1420 6/17/03 11:00 AM Michael Major PAGE NO.: 2 of 3 P.O. #: PERMIT #: TIME OUT:02:30 PM I Description of 13224- Brown Silica Sand, Limerock and Roots Material: DENSITY TEST PROCTOR INFORMATION SUMMARY OF RESULTS Retest Dry Probe Optimum Max. Dry Percent Percent Lab Field Fill Field Test Location: of Moisture Density Depth Proctor Moisture Density Field Compaction Test No. Test # Lift Lab No ( %) (PCF) (In) Lab No. ( %) (PCF Compaction Requirement Status 5661 28 F Test No # 28 6.5 99.3 12 13224 10.3 116.7 85.1 95.0 FAILED 5662 29 F Test No # 29 2.9 110.9 12 13224 10.3 116.7 95.0 95.0 PASSED 5663 30 F Test No # 30 6.0 103.0 12 13224 10.3 116.7 88.3 95.0 FAILED 5664 31 F Test No # 31 6.6 103.1 12 13224 10.3 116.7 88.4 95.0 FAILED 5665 32 F Test No # 32 9.7 94.6 12 13224 10.3 116.7 81.1 95.0 FAILED 5666 33 F Test No # 33 6.3 108.7 12 13224 10.3 116.7 93.2 95.0 FAILED 5667 34 F Test No # 34 4.0 113.7 12 13224 10.3 116.7 97.4 95.0 PASSED Remarks: Field density test was performed in accordance with ASTM D 2922. This report is submitted as the confidential property of the client. The original of this report was signed and sealed by the herein referenced Registered Engineer in accordance with Rule 61G15 - 18.011 of Florida Administrative Code. Respec ER bmitted, LAB TOR ES, INC. 54 ) Ra el M. Pizza, P.E. Florida License No. 50771 -- :!IYIYI I T >i1111 1 U N j1 Y lli L'V ..J WINGERTER \ < CIIENT: Village del Mar Development Group LABORATORIES INC. PROJECT: Proposed Townhouses & Condominiums Professional Engineering & Testing P. 0. Box 611450, North Miami, F133261 -1450 / PAGE: 3 of 3 / CLIENT: PROJECT: CONTRACTOR: LOCATION: WINGERTER LABORATORIES, INC. Engineering Testing Inspection Services 1820 NE 144th Street, North Miami, FL 33181 TELEPHONE: 305 -944 -3401 FACSIMILE: 305- 949 -8698 SOILS LABORATORY TEST REPORT PROCTOR TEST Village Del Mar Development Group, LLC Proposed Townhouses & Condominiums Biscayne Blvd & NE 105th Street, Miami Shores, FL REPORT NO.: 2 ORDER NO: 03 -1420 PERMIT NO.: P.O. NO.: Sampled By: Michael Major Date Sampled: 06 -17-03 Tested By Nancy Diner Visual Soil Description: Brown Silica Sand, Limerock and Roots Sample Location: Existing - Stockpile Material West Building Footing MOISTURE DENSITY RELATIONSHIP (PROCTOR) Date Tested: 06 -18 -03 Lab No.: Test Specification Optimum Moisture Maximum Dry 1 1/2" 1 1" 3 ( %) Density (PCF ) 13224 "MODIFIED" PROCTOR, ASTM D 1557 -B 10.3 116.7 120 105 MOISTURE DENSITY RELATIONSHIP TEST RESULTS AND GRAPH F- -r T- I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 ( 1 1 - -I - - -� ' r -.- ' - r - r -•' r - r -1- - _ r -1- -1 - r - ` -1 - t - r -1 - - V 1 I - 1 1 I 1 r 1 1 I 1 1 1 1 1 I 1 1 1 1 1 i -1 I l 1 1 1 1 1 1 1 1 1 I 1 II 1 1 I 1 1 1 1 ! I 1 I 1 1 11_ _I_ i I 1 ! ! I I I 1 I I 1 { 1 1 I ! I I I I i I ( I I I t i l l 1 1 1 t 1 i I t 1 1 I I I . 1 1 1 I I 1 II 1 I I I ' I I 1 I t I I I f I I I 1 I 11 I I I 1 I ' I I 1 1 1 1 1 1 1 I ' I 1 1 1 i r i 1 1 1 I 1 t - 1 1 1 i i 1 1 I 1 1 , 1 I 1 1 1 -1-t-I--I---1-'-1--1-+---1..}-f--i-- 1 1 1 i 1 I 1 1 1 1 1 1 1 1 I I I 1 1 -4- 4 44-- -1 4-- 4 - -.--1 - 1 1 -1- -i- { 1 ' -L- I I I 1 1 1 I I I 1 1 i I 1 I 1 1 1 I 1 I I I I i 1 I 1 1 1 I 1 1 1 1 1 _ _ 1 1 ' 1 1 1 I 1 11 _ L 1 1 1 1 i 1 1 1 1 i 1 t 1 1 I 1 1 I 1 1 1 1 I I I I i 1 I 1 1 1 1 1 1 1 I 1 `... f_I__I.____I_,.._..1.__ 1 1 1 I _ _ _ _ 1 _ _ _ 1 1 . • 1 1 1 1 1 , 1 i ` 1 I I 1 2.5 5 7 5 10 12.5 MOISTURE CONTENT (PERCENT OF DRY WEIGHT) 15 PARTICLE SIZE ANALYSIS Sieve Size: 3 3" 2 2 1/2" 2 2" 1 1 1/2" 1 1" 3 3/4" 1 1/2" 3 3/8" # #4 % Passing 1 59.40 50.40 100.00 9 93.00 8 87.60 8 80.30 7 75.50 7 2.5 5 7 5 10 12.5 MOISTURE CONTENT (PERCENT OF DRY WEIGHT) 15 PARTICLE SIZE ANALYSIS Sieve Size: 3 3" 2 2 1/2" 2 2" 1 1 1/2" 1 1" 3 3/4" 1 1/2" 3 3/8" # #4 % Passing 1 59.40 50.40 100.00 9 93.00 8 87.60 8 80.30 7 75.50 7 71.80 6 65.90 Sieve Size: #10 #20 #40 #60 #80 #140 #200 0 Washed % Passing 62.40 59.40 50.40 29.60 15.40 3.90 2.50 _ • Dry Remarks: Using the Unified Soil Classification System, the following terminology and definitions may be applied to determine the percentages of A) GRAVEL B) SAND C) SILT or CLAY Respectfully submitted, 1) COARSE SAND: Passing No. 4 sieve minus that passing the No. 10. WING TER ABORATO 2) MEDIUM SAND: Passing No. 10 Sieve minus that passing No. 40. 3) FINE SAND: Passing No. 40 Sieve minus that passing No. 200. C) SILT OR CLAY: % of soil passing the No. 200 sieve. Rafa M. Pina, P.E. Florida License No. 50771 CLIENT: PROJECT: CONTRACTOR: LOCATION: WINGERTER LABORATORIES, INC. Engineering Testing .Inspection Services 1820 NE 144th Street, North Miami, FL 33181 TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 SOILS LABORATORY TEST REPORT PROCTOR TEST Village Del Mar Development Group, LLC REPORT NO.: 3 Proposed Townhouses & Condominiums ORDER NO: 03 -1420 Atlantic Construction Group, Inc PERMIT NO.: Biscayne Blvd & NE 105th Street, Miami Shores, FL P.O. NO.: Sampled By: Orrane Rhoden Date Sampled: 07 -07 -03 Tested By: Nancy Diner Visual Soil Description: Tan Lime Silty Sand Sample Location: Stockpile Material MOISTURE DENSITY RELATIONSHIP (PROCTOR) Date Tested: 07 -08-03 Lab No.: Test Specification Optimum Moisture Maximum Dry 1 1 i I 1 1 1 1 I I ( %) Density (PCF ) 13242 "MODIFIED" PROCTOR, ASTM D 1557 -A 10.6 108.9 DRY DENSITY (PCF) 115 110 105 100 95 MOISTURE DENSITY RELATIONSHIP TEST RESULTS AND GRAPH �- 1 t 1 I_ . _ L. _t_ ..I i 1 1 t 1 1 I I 1 1_r T--1 t 1 t 1 I 1 1 1 I 1 I 1 t 1 I I 1 1 l— r I I I t 1 1 1 t I I I i 1 I I I I- I I I I I I 1 i 1 1 I i 1 1 I 1 1 I I 1 1 i I 1 1 1 1 I I 1 1 1 t 1 1 [ 1 1 I 1 I 1 i 1 i 1 I T i_ 1 I t 1 I I I 1 I I t _t -. 1_L._t_LII_LI I t --1 1 I 1 1 1 I I 1 1 1 1 t I I 1 j 1 I I 1 1 1 1 I 1 -1_I 1_ 1 1 I —1 1 1 i 1 1 I I 1 1 I 1 1 I 11 — •• I 1 1 1 I 1 1 1 1 1 1 L I i 1 1 1 t 1 I 1 1 1 I 1 I1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 7- I I 1 I I 1 ■ t -- 1- 1 I I I I 1 I 1 1 1 I _ I_ __ _ 1 1 1 L 1 1 I I I 1 1 I i 1 1 1 1 1 1 1 1 ■ I I 1 1 11 1 1 1 1 1 1 I 1 I I 1 I f 1 sl, 1 1 1 I I 1 1 I i 1 1 I I I 1 1 1 11I I I I T1- L I 1 I A 1 1 1 I I i I 1 I 1 1 1 1 1 1 1 1_ i i 1 I 1 1 1 I 1 I 1 I 1 I I 1 1 I 1 1 1 1 1 1 1 i___ 1..._ 1..__I 1 1 1 1 I 1 I 1 i I 1 1 1 I 1 I 1 1 1 1 l I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I I I 1 2 5 5 7 5 10 12.5 MOISTURE CONTENT (PERCENT OF DRY WEIGHT) 15 PARTICLE SIZE ANALYSIS Sieve Size: 3" 2 1/2" 2" 1 1/2" 1" 3/4" 1/2" 3/8" #4 % Passing 94.80 93.60 91.80 87.30 58.30 33.40 • Dry 100.00 99.70 Sieve Size: #10 #20 #40 #60 #80 #140 #200 0 Washed % Passing 96.50 94.80 93.60 91.80 87.30 58.30 33.40 • Dry Remarks: Using the Unified Soil Classification System, the following terminology and definitions may be applied to determine the percentages of A) GRAVEL B) SAND C) SILT or CLAY Respectfull submitted, 1) COARSE SAND: Passing No. 4 sieve minus that passing the No. 10. WIN - LABORATO 2) MEDIUM SAND: Passing No. 10 Sieve minus that passing No. 40. 3) FINE SAND: Passing No. 40 Sieve minus that passing No. 200. C) SILT OR CLAY: % of soil passing the No. 200 sieve. Rafael M. Pina, P.E. Florida License No. 50771 WINGERTER LABORATORIES, INC. Engineering Testing Inspection Services 1820 NE 144th Street, North Miami, FL 33181 - TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 FIELD DENSITY TEST CLIENT: Village Del Mar Development Group, LLC PROJECT: Proposed Townhouses & Condominiums CONTRACTOR: Atlantic Construction Group, Inc PROJECT LOCATION:Biscayne Blvd & NE 105th Street, Miami Shores, FL REPORT NO: ORDER NO.: TEST DATE: TIME IN: INSPECTOR: 4 03 -1420 7/18/03 07:45 AM Orrane Rhoden PAGE NO.: 1 of 1 P.O. #: PERMIT #: TIME OUT:08:30 AM Description of 13242- Tan Lime Silty Sand Material: DENSITY TEST PROCTOR INFORMATION SUMMARY OF RESULTS Retest Dry Probe Optimum Max. Dry Percent Percent Lab Field Fill Field Test Location: of Moisture Density Depth Proctor Moisture Density Field Compaction Test No. Test # Lift Lab No ( %) (PCF) (In.) Lab No. ( %) (PCF) Compaction Requirement Status Slab: 6535 39 F Center: Lot #1279 5.1 110.6 8 13242 10.6 108.9 101.6 95.0 PASSED 6536 40 F Center: Lot #1281 12.6 107.1 8 13242 10.6 108.9 98.3 95.0 PASSED 6537 41 F Center: Lot #1283 9.8 104.3 8 13242 10.6 108.9 95.8 95.0 PASSED 6538 42 F Center: Lot #1285 8.6 1052 8 13242 10.6 108.9 96.6 95.0 PASSED 6539 43 F Center: Lot #1287 11.3 106.1 8 13242 10.6 108.9 97.4 95.0 PASSED 6540 44 F Center: Lot #1289 10.5 104.0 8 13242 10.6 108.9 95.5 95.0 PASSED Remarks: , Field density test was performed in accordance with ASTM D 2922. This report is submitted as the confidential property of the client. The original of this report was signed and sealed by the herein referenced Registered . Engineer in accordance with Rule 61G15 - 18.011 of Florida Administrative Code. Respectful W Submitted, R LABORAT Ra .el M. Pina, P.E. Florida License No. 50771 WINGERTER LABORATORIES, INC. Engineering Testing Inspection Services 1820 NE 144th Street, North Miami, FL 33181 - TELEPHONE: 305- 944 -3401 FACSIMILE: 305- 949 -8698 FIELD DENSITY TEST CLIENT: Village Del Mar Development Group, LLC PROJECT: Proposed Townhouses & Condominiums CONTRACTOR: Atlantic Construction Group, Inc PROJECT LOCATION: Biscayne Blvd & NE 105th Street, Miami Shores, FL REPORT NO: ORDER NO.: TEST DATE: TIME IN: INSPECTOR: 3 03 -1420 7/14/03 12 :00 PM Michael Major PAGE NO.: 1 of 1 P.O. #: PERMIT #: TIME OUT :01:00 PM Description of 13242- Tan Lime Silty Sand Material: DENSITY TEST PROCTOR INFORMATION SUMMARY OF RESULTS Retest Dry Probe Optimum Max. Dry Percent Percent Lab Field Fill Field Test Location: of Moisture Density Depth Proctor Moisture Density Field Compaction Test No. Test # Lift Lab No ( %) (PCF) (In.) Lab No. ( %) (PCF) Compaction Requirement Status Slab: 6228 35 F Center: Lot 1279 7.9 108.4 4 13242 10.6 108.9 99.5 95.0 PASSED 6229 36 F Center: Lot 1275 9.9 104.5 4 13242 10.6 108.9 96.0 95.0 PASSED 6230 37 F Center: Lot 1273 8.7 107.4 4 13242 10.6 108.9 98.6 95.0 PASSED 6231 38 F Center: Lot 1271 6.5 106.1 4 13242 10.6 108.9 97.4 95.0 PASSED Remarks: Field density test was performed in accordance with ASTM D 2922. ^ This report is submitted as the confidential property of the client. The original of this report was signed and sealed by the herein referenced Registered Engineer in accordance with Rule 61G15 - 18.011 of Florida Administrative Code. Respec W bmitted, LABORAT INC. Rafael M. Pina, P.E. Florida License No. 50771 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/19 /2003 Building Permit Permit Number: BP2003 -781 Page 1 of 1 Applicant: VILLAGE DEL MAR DEVELOPMENT Owner: DEVELOPMENT VILLAGE DEL MAR JOB ADDRESS: 1271 -12S IV. t - 105 ST 1Z$t Contractor ATLANTIC GENERAL CONSTRUCTION Contractor's Address: 1541 SUNSET DRIVE #301 Local Phone: Parcel # 1122320270010 Legal Description: Fees: Description Amount FEE2003 -2982 Building Fee $2,77Z00 FEE2003 -2983 CCF $300.00 FEE2003 -2984 Inpector State Educational Fund $485.00 FEE2003 -2985 Radon $970.00 Total Fees: $4,527.00 Total Fee44,527.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 11/11/2003 Construction Value: $50QRQ.Q0 Work: CONSTRUCTION OF 10 TOWNHOMES BUILDING 1 f Signed f /�� _ (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the wor conformity with the plans, drawings, statements or specifications submitted to the done by either myself, my agent, servants or employes. 1).<\.‘ Signed: (Contractor BRIAN SCHEINBLUM 1655'- 115TH ST. NE AP 12 MIAMI, FL 33181 am S'- /4 -03 hi i Arm i 5144.61 iV/c.../i- J $r «5 ..?." PA°d� � i �n:0��v>ir,: OP g';, — Sys! g.Tharrc eos r82Ga 7G463-r/ rot + i .� U * 1 e7 Fleet eo®r n tibntc633mr Sri — ra.rf €3_78( +I: 2670905361: 9464 i 6 24 11 Miami Shores Village Building Department 10050 N.E.2ndAvenue Miami Shores, Florida 3313 8 Tel: (305) 735 -2204 Fax: (305) 756 -8972 Permit No. BP 2003 -7S1 Date: 11/15/04 Certificate of Occupancy The following address is issued a Certificate of Occupancy Address: 1271 -1289 NE 105 ST Village Del Mar Townhouses BLDG #1 City Miami Shores State Florida Zip This Certificate of Occupancy is issued for the above address. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. However, this certificate does not constitute any representation or warranty. Building Officials Approval: Rev. 517103) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 Permit No. BP 2003 -781 Date: 11 /15 /04 Certificate of Occupancy The following address is issued a Certificate of Occupancy Address: 1271 -1289 NE 105 ST Village Del Mar Townhouses BLDG #1 City Miami Shores State Florida Zip This Certificate of Occupancy is issued for the above address. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. However, this certificate does not constitute any representation or warranty. Building Officials Approval: v. 5/7/03) Village del Mar Development Group, LLC July 18, 2004 Miami Shores Building Department 10050 NE 2`d Avenue Miami Shores, FL 33138 Attn: Angie 1655 NE 115t Street Suite 12 Miami, FL 33181 Phone: (305) 965 -5893 Fax: (305) 675 -9221 Re: Certificate of Occupancy - 1271 -1289 NE 105th Street — Master Permit # 2003 -781 On behalf of Village del Mar Development Group, LLC., please find attached the following items required on the Certificate of Occupancy Checklist. 1. Surveys (2) Final as Built — Signed and Sealed by Pedro L. Martinez Professional Surveyor #5443 State of Florida 2. Certificate of Elevation (sealed by Surveyor) includes Expiration Date 3. Certificate of Insulation — U -Back Insulation & Tailored Foam of Florida 4. Certificate of Soil Treatment — Advantage Pest Related Services, Inc. 5. Health Department Approval Letter — N/A — we are on City of N. Miami Water & Sewer 6. Soil Compaction Letter — includes all density reports — Wingerter Laboratories Inc. 7. Backflow Preventor Certificate — N/A — residential units — check valves provided on all meters by the City of N. Miami. The only items requiring a backftow are the Pool Bldg and Irrigation as well as the Lift Station. These items are under separate permit. I expect to receive signatures and finals on all inspections by no later than Monday, July 19, 2004. I have already received a final landscaping approval and signature from Mr. Berg as well as a final Mechanical from Mr. Cobo. I expect to meet with Mr. Leverock and Mr. Devaney today or tomorrow to walk through the property and receive a final on plumbing and electrical. Please do everything in your power to expedite the review of these documents and the preparation of the Certificate of Occupancy. I realize that there is an $80 additional fee for the Emergency CO without 24 hrs processing.) If you should have any questions or comments — please contact me at 305 -965 -5893 at any time. Thank you very much for your assistance. Sincerely, Brian Scheinblum President Village del Mar Development Group, LLC Miami Shores Village Building Department CERTIFICATE OF OCCUPANCY CHECKLIST Required BUILDING PERMIT CARD - Containing fmal 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 ,f 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) 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 estabtishpd by the Florida Department of Agriculture and Consumer services." EALTH D PRO ER - (on septic or private water) cruse has a septic tank, approv = le a 0.111 - . 1 SOIL COMPACTION LET'T'ER - (density reports required) ealth dept. BACKFLOW PREVENTOR CERTIFICATE - (Required on commercial projects only) USS OT notarized and state they witnessed the erection of the trusses / * PT•FASE 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 /21/04 AdvMitage el Pest R ated Services, Inc. Pre - Construction Termite Treatment 1- 800 - 698 -7998 License #4439 Property Information Builder / Contractor Information Treatment Date Lot Time: , 3 0 Block L� A+` �S 0 +� Subdivision ame /J3- —la � t vS s- Street Address (if known) At/ vies .- City State Zip Owner Name (if known) Name of Builder Shell Contractor Construction Type Monolithic Floating / Stemwall Patio Entry Driveway Product / Treatment Information Treatment Type (Must check one): Initial Under -Slab Supplemental Final Product applied: Chlorpyrifos ✓ Demon TC Other Concentration: * 3`4) % Mixed Product Applied: (DS Gallons Square feet treated: Linear feet treated: L box is checked, then final perimeter treatment has been completed and the following statement is applicable: CERTIFICATE OF COMPLIANCE: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws blishejl by the Flo da Department of Agriculture and Consumer Services. S �.� Applicator's Name (Please Print) 2_ cecontrl c ou` and fertilization p a ` We c: \... \winword\ advantage \forms\pretreatrecord.022 2800 NW 22nd Terrace, Pompano Beach, FL 33069 (954)968 -7717 fax (954)968 -2922 www.advantagepest.com 3900 St. Johns Pkwy. Sanford, FL 32771 March 17, 2004 TAILOREI] FOAM OF FLORIDA, INCORPORATED Serving F /orida and Southern Georgia since 1986 CORE -FILL 500 FOUR -HOUR FIRE RATED MASONRY INSULATION CERTIFICATION OF INSULATION INSTALLATION JOB: VILLAGE DEL MAR TOWNHOMES 1271 -1289 N.W. 105Th STREET MIAMI SHORES, FLORIDA INSTALLATION DATE: SEPTEMBER 2003 Phone: (407) 332 -0333 Fax: (407) 830 -9174 STATEMENT OF COMPLIANCE: We, the undersigned, hereby certify that the foamed -in -place thermal insulation has been installed in the above referenced building in accordance with the project plans and specifications, and in accordance with the manufacturers recommendations. The material furnished and installed is of the type indicated below: MASONRY WALL INSULATION: Manufacturer: Tailored Chemical Products, Inc. Material: CORE -FILL 500 Insulation Value Construction 'U' Value 'R' Value Parallel Heat Flow 8" block/60 lbs. density 0.07 14.2 12"block/60 lbs. density 0.05 20.0 The Fire Wall Rating for 8" and 12" CMU is 4 hours in two hour block. Foam Density: .8 lb/cu. ft. WARRANTED FOR ONE (1) YEAR(S) FROM DATE OF OWNER'S ACCEPTANCE. GREG D. ZYLSTRA, Vice- President 4 HOUR FIRE RATING www.tailoredfoaminc.com Ipada, kat4a, DARLA L. EVANS, Notary Public Core -Fill 500',"manufactured by Tailored Chemical Products, Inc. has been classified by Underwriter's Laboratory, Inc. as to Surface Burning Characteristics; R19134 .0aWr" Darla L Evans My Commission DD260296 14-0,0,11, Expires December 15, 2007 ACOUSTIC SOUNDPROOFING ARBAB ENGINEERING, INC. CONSUL11NG ENGINEERS • 11800 BISCAI'NE BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA, 33181 • PH. NO. (305) 8V1 -50040 • FAX : 891 -OSO, PROJECT NAME : V ii,i , F )>EZ-' MRS REPORT N0. • I t CONTRACT N0. • Bel), ?.c ©3 ` 784, DAZE 8/13/g93 TIME • kL, o +fir WEATHER • FAIR CLOUDY RAIN GENERAL CONTRACTOR • 6" 1 A/ ' 60'Ti1G' j 1 , REMARKS 1 Wok F o e2 I -Eweir of� THZ L411.1 A.$ 'EA_ PL1.„4 & & qt) E S f sTh wATiorb 'f ff O,a14. AL0 rt4 Tr4E QV'}- 5/De, 0141e-4 t4445 1ti Pito C,? ass 4r ,s 7w? . CA5 pot. p c ass VEsr 1't is5iw4 QE fo�c.,►J4 A fi FPM 5 l O ic. 51_66 IC' m11F-` -D2.4.'j; v0O S ECvfS TED 3J4! b . Pa. ss v.) Lint 14 'fitE 8E 2- 41triEA. e F r3LD nit E.y7 ELI vim. X41 Js_ biaL f r 0/s EquEsTED 62gfcT0A) 'F spoilt./ 04 `' so,-i6 S T115 Col - W"1 PAS FciPt Pool.- v,fivIre:1 Vii'! `P' ►. 4- 'MS a6 $ izvvcs AG-10 A /Wig: O ACCEPTED REINSPEQTION NECESSARY INSPEC1FD BY • ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUf1E 508 • NORTH MIAMI. FLORIDA. 33181 • PH. NO. (305) 891 -5040 • FAX : 891 --050 PROJECT NAME : CONTRACT NO. : R. P. 2 oe R - 78'1 DATE WEATHER GENERAL CONTRACTOR: REMARKS REPORT NO. • 13 TIME : � ,/)/tc„e,y FAIR t/ CLOUDY RAIN ACCEPTED REINSPECTION NECESSARY INSPECTED BY ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MAK FLORIDA, 33181. PH. Na (305) 8891 -5040 • FAX : 891 -0504 PROJECT NAME : CONTRACT NO. : g. 4 , "z-be 3 - 72/ DATE REPORT NO. • • irk TIME • • WEATHER FAIR GENERAL CONTRACTOR: REMARKS CLOUDY RAIN RDNSPECTION NECESSARY INSPECTED BY ARBAB ENGINEERING, INC. s • moo OISOAVE YIWp, SA1E SOa PROJECT NAME CONTRACT NO. DATE WEA'�FiEit GENERAL CONTRACTOR NOM • FLORIDA, 3311i • PH. Na (305) INA-5040 • FAX : 801-0504 Bp2.00.3 --1 REPORT NO. REMARKS 'OK ; FAIR .._CLOUDY RAIN ARBAB ENGINEERING, INC. asetrume man - 11900 !ISCAME ROUT A Rq. SURE 306 • NORM MIA . KOWti 33151 • PN. NO. (305) 861 -5049 • FAX : 891 -0504 '�. P. 2.03.7$6 160 PROJECT NAME :.. WORT NO. CONTRACT NO. : , D9ir �. DA1E WENNER GENERAL CON1RACiOR : REMARKS • • 11ME :.. • FAIR „___.,CLOUDY - RAIN ACCEPTED r/ REINSPECT ON NECESSARY ARBAB ENGINEERING, INC. CONSOLING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA, 33181 • PH. NO. (306) 891 -8040 • FAX : 891 -050, PROJECT NAME : -1/-114444E 1= 4— J No. • ck P 20 rs 7 8 ill DATE WEATHER _ .,,.. GENERAL CONTRACTOR : REMARKS TIME • FAIR REPORT NO • !� ia— A RAIN _ v TE0 2, L,. jiL- ( i Els./ f;f2 Al 4 A S PEAe- P =04. .03, fL- • 0 QL' s? ct-r Ca -e.4J Q'' G • FQ1z i4If- 3 vE STEc 1W o IC n1 K� • , ,�, �. F.,2 044 r°. IL. F iz r rvw 3 L AeI.J G ®p .44,HE5 Rv z. t.4 ACCEPTED ✓ AS n►! c�7� REINSP,EQ110N NECESSARY • 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. 4-7 _bith '-I CERTIFICATE OF ELEVATION - (sealed by surveyor) EXPIRATION DATE REQUIRED ON FORM l11)0\/ CERTIFICATE OF INSULATION - (must be original) 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." HEALTH 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) BACKFLOW PREVENTOR CERTIFICATE - (Required on commercial projects only) TRUSS LETTER - from General Contractor, Engineer, or Architect. Must be notarized and state they witnessed the erection of the trusses * 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- 1/21/04 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 Permit No.: BP 2003 -781 Date: 7/21/04 Temporary Certificate of occupancy The following address is issued a Temporary Certificate of Occupancy Address 1271 -1289 NE 105 ST BLDG #1 City_ Miami Shores State Florida Zip , 33138, This Certificate of Occupancy is issued for the above address and is good for forty -five (45) 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 forty -five (45) days before this certificate expires. If a complete Certificate of Occupancy is obtained within forty -five (45) days the building is presumed unsafe and the public cannot occupy any portion thereof. Items to be addressed: 1. Provide screens on all exterior windows and sliding glass doors. 2. Repair and patch block wall around patio lights. 3. Final P & Z approval. Building Officials Approval: Asia ATLANTIC GENERAL CONSTRUCTION CORP. GENERAL CONTRACTING AND CONSTRUCTION MANAGEMENT 1541 SUNSET DRIVE, SUITE 301 CORAL GABLES, FL 33143 LICENSED & INSURED CGC038392 OFFICE (305) 740 -0020 FAX (786) 206 -8112 Tuesday, July 20, 2004 Curtis Craig, Building Official Miami Shores Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 RE: VILLAGE DEL MAR TOWNHOMES 1271 -1289 NE 105 STREET MIAMI SHORES, FL 33138 PERMIT BP2003 -781 Dear Sir, Pursuant to our meeting and conversation today, thank you for agreeing to issue a temporary certificate of occupancy for the units covered under the above referenced permit and addresses. We understand that in order to receive our final Certificate of Occupancy the following items are pending: 1. 1271 NE 105th Street: Repair and/or patch around patio lighting. 2. Planning and Zoning: Show final approval from planning and zoning for project. 3. Final Engineering Report: Provide final engineers report. 4. Window Screens: In pursuant to your request for screens, according to our supplier they can be provided within four-six weeks and installed shortly thereafter. Thank you once again for all your help today. We hope to have these items completed sooner than anticipated however at the latest prior to the expiration of the TCO (within 45 days). Your anticipated help in this regard is greatly appreciated. Sincerely, Atlantic General Construction Corp. H. ' 'od Berman President ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508, N. MIAMI, FLORIDA 33181 • {305) 891 -5049 • FAX: 891 -0504 March 23, 2004 Chief Building Inspector Village of Miami Shores Building & Planning Department 10050 N.E. 2nd Ave. Miami Shores, FL 33138 RE: Village Del Mar N.E. Corner of Biscayne Blvd. at N.E. 105th Str. Miami Shores, FL 33138 Dear Building Official: I, having performed and approved the required inspections, hereby attest that to the best of my knowledge, belief and professional judgement, the structural and envelope components of the inspected items for the above referenced structure are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgement, the approved permit plans represent the as -built condition of the structural and envelope component of said inspected structure. This document is being prepared in accordance with the requirements of the Florida Building Code and must be submitted to the Village of Miami Shores Building and Zoning Department in conjunction with the application for a certificate of (either Occupancy or Completion) for the above referenced structure. Should you have any questions or need any additional information, please do not hesitate to contact me. Sincerely, Ali Arbab, P.E. For Arbab Engineering, Inc. P.E. No. 35460 Special Inspector No. 0456 AA/rn C: IAA IComplianceLetters /VillageDelMar f 1. 0 2004 ;lie Ns ets ••■ ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAW. FLORIDA. 33181 • PH. NO. (305) 891 -5049 • FAX : B91 -0504 PROJECT NAME • VtLt AC E b L. M, is, a CONTRACT NO • BP Zt7o -7 ?j 1 DATE C/ Z Q/0 3 TIME • fl') a lam' ' ' WEATHER FAIR CLOUDY RAIN GENERAL CONTRACTOR • ern ► 14 • --(AA .ST17 1-57Z. 4 • REPORT NO • REMARKS • - .e rEt 0047-/-24a76/2-- c e SE2:VE1 Fo on,' 4 $ , 9 = 1, F.:2, ,6 ni 0 F- 3' b o 1 LS e. 14.41.-L -5� A4 () Do LEI Et/ S F on c-01.ur4 rr c 'i10 . 1, Z , .3 AA)) '771 (2Lvne✓S For?. Q 1L -b)rJ 4 Ago . 1, AT g.&sT 61 DE or PER:TT PERT Fo t PI -A<Er1 CF AE.144 roJ1 claN14 REP UE STD nlc -g-s Tom, coy ESL Foe AV 1i EsA1F0,Lc,, J 6 AS PEA.- d'L ,tS R ENV F -S'3iEZ C ENI TE,2. tp r 1N I , AA' O 6g4 T y t i Q F-- F o ono.: : 4 t/i J G }�i-- ! Fen_ 0,5E oc.A , a a G4 T- �1 a 4'1114 Fo o diTi- soort-f- wotu. ACCEPTED ✓°A S /L} oTe-1> REINSPECTION NECESSARY INSPECTED BY ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA. 33181 • P11. NO (305) 891 -5049 • FAX 891 -0504 PROJECT NAME • V) L91444 L„ MM- REPORT NO. • CONTRACT NO. : Sr eons-72,4p DATE WEATHER GENERAL CONTRACTOR Z REMARKS TIME • 1 ®a ) Q A I AA • FAIR CLOUDY RAIN THE, Cnt\cri d_c�h Z. (26 s a2,V, % Foo T i I, F-.z, r 3 ) LL 1iJ' G OW L,S Fo tz. Go L_V > 1nr S Dt?Q, 2- .b."10 tom- • c. Fork 'TT di Fogr-4F-1> GiA445 0 hi 02, cfP F fz,c) E Qt/ 1a.s s f 1 I o e-L to n1 w v 0 co s Alt , -sot/ 4 Fov"S0t 6E S> rZ c'jZ A. 74 4 TEA LIofa. ole- �i1 . R, F'oi -c rl/M4- a 1.9 61., 144/4-(4- to f o {r 3" 02- ik 70 oTiAi P S, vi M c-A4 imps ). facto /2-Es s I 4 l"-EQc 3 s ACCEPTED _A REINSPECTION NECESSARY _ ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NOR1H MIAMI. FLORIDA. 33181 • PH. NO. (305) 891 -5049 • FAX 891 -0504 PROJECT NAME • V U- ►L41CtE L• M REPORT NO • 3 CONTRACT NO • DATE ste sQo 3 -Z 84 / "`x'18 z/►lo3 11ME ° ' 3, A,nv WEATHER CLOUDY ,RAIN GENERAL CONTRACTOR • G► ► h1 04 I►i G1 O 13 REMARKS a s�GZ�l O_ n S (TE, Tr* `)- QZ.O.. L p re- sea-%/Et )1E_ Fo ef) MA,s. oso2 --1° v v�.r ri3 Po G��t) -f'4S A aA tvE 7'19 F o7'i i6 C r1ae. s Gl/z d Fox PL— f AE,. AsQu sr o 30" SpL;c . I,TH -no .0 Pau roe 0 ft.. >a w sort L MA4 u- Rg),Jit4,44 A PoE TEO R 100 L. (Y4-S s A) 1- MLJ F o2C)A/ , PI) 14) M vj1 J nC `o AAA— e.4:31t C- ..TE,,. 1..-ts)1.- 0401, . (-poi ( Z RE) )cOtG IA /l W -, EATE J JE1 r )OWEV .2. 0046 SiMEi E 4aveSTE c CA,-E w c, S Oil 1 (2 1t TM . c vMn1`S P,io izw k P F',20 11Aftc. Id 1 ► W j4 , Gi 144,4 -S ) rJ ohs ACCEPTED V-- 45 rJ 0 I ED REINSPEC[ION NECESSARY INSPECTED BY • ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA, 33181 • PH. NO. (305) 891 -5049 • FAX : 891 -0504 PROJECT NAME • V I,LA -- ree -3 t,. j'/IA CONTRACT NO DATE WEATHER • gi) 7-4203-761 REPORT NO. • 71 I tic 3 TIME • 1 `t tQ FAIR ° """ CLOUDY RAIN GENERAL CONTRACTOR • C r CpN.S'rflJrlk L ' REMARKS G %3 , 1 a... / k1\ *c 0,6 s( i As R I% E S T- F Q 5 714 CoY V , & Q d3 51 v c()2.4)0 eJ i) Fi,J Q e2 Q Ik 11+E, Ft r ` avit , rs A- r rig- w .4 5 i o n. ,pr ,j o. I, FO A--[. Q,l `Gc. `t- Ebb ` adb..w r t ,j TTa2- -(oe2. S' l /'s A4 D T► & TT `-1 j-1z- THE I TF124 o y2. 'ST i QuLEAsTsEP V )2J 8 1'Ej a 7"' 0► oil 114 S) o 1E_ c 1c- Fb —S r vr/tzs 1 v d I `f`- A- t..o i 4 MO- IV Col 714- P e4-1 i14 errs A r `1" kfE C0(444E-Fes e is S` l-a f s ,, 1„114-(04 1 S P11-0 13 -' 71- ‘E Cip 7'1 . ,I" r-- - (l7 IS 5 &d2,vA f € J\) ACCEPTED 1O 5 O E-4:5 REINSPECTION NECESSARY INSPECTED BY • ARBAB ENGINEERING, INC. CONSUMING ENG VEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAML FLORIDA. 33181 • PH. NO. (305) 891 -5049 • FAX : 891 -0504 PROJECT NAME • ift/L4 L A 4>� . t, ?Qt,. i�v 1 PA/te T 200x.1. /'plag (cl-- REPORT NO • CONTRACT NO DAIS • 7/l5/o3 TIME . Q� fr. A`1114 . WEATHER • FAIR le"-------CLOUDY Y RAIN GENERAL CONTRACTOR • ej , ■\ , e,,ptr f 5 - ivG`! j o £ • REMARKS : 06S F 6 L 1 - ) Z WS .S I' , A S it S_tc? V S b 8 t ``1i- et Al'T'62 -A6 /2- v6 s -i Pia , I.(t, ter . `roz -4s 19- 9 ►': IJEST €.D .R I,J le` 7 tLL4,J 4 ` F a L•o4am.11 04) '` A T `ri Eat. ij Imp Fo ►45 4 AU. AEcuEsTy0 C.-o,MP ..Tioj o F .46--L,1 Po oii av 6 R Ejg) J v ,.1 , As PA2.. PL- AovS�- er-}-IS ► Sic- ', 01A G'Razvg_to Tilts 1:›A TE . ,pt mod.► i 4.6`10 qo,j 'JSfge q tuRa c *0 $CIF_ in/ gr)A 4 / �s ACCEPTED f ,� REINSPECTION NECESSARY !/` Afr 044 7"F p INSPECTED BY ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUI1E 508 • NOR1H MIAMI. FLORIDA. 33181 • PH. NO. (305) 891 -5049 • FAX : 891 -0504 PROJECT NAME : CONTRACT NO • DATE WEATHER 71/8103 REPORT NO • TIME • �� ) +S" FAIR ` CLOUDY RA GENERAL CONTRACTOR • C • k' • Lo,) <T71,0 Cb ex) • REMARKS C7 r___n_+_e__f42hs-bfr2 - f.1 i J Fc/L e.) J G AT' S'1`C/s A L(on) 114 a -s Ad 0 C1 400 jgg. 7'1+E • S M.114 p► '444-5 c JSS ?' TI4 Ls 9 1 of rt1. d-C 12- 0) 4 7 T-H-s: /ar..o \/ t7 AAA° t e2 eti 1 , o . ACCEPTED t A 4 ti oTg.p REINSPECTION NECESSARY INSPECTED BY • ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH WAIL FLORIDA, 33181 • PH. NO. (305) 891 -5049 • FAX : 891 -0504 PROJECT NAME • CONTRACT NO • DATE WEATHER V II/k & r' L REPORT NO • fool_ eAgt1 Pro Ej. tooNt /-pz.s. (04 TIME : FAIR CLOUDY . RAIN GENERAL CONTRACTOR • • •C M -_ tr.t L j REMARKS : +� i SE ai.IE .ID . f 13 S 171E, 4.5 6 Q u E 5 l r L)r35 Eo.'1/ j F T )r04 5 b AQ_AA i>q) Lr S A it t-to L19 it4 111` S nip fi I1.4,E0 .L frS F & rf' L.v_�e_ivt T- F o Ph) 0 v 0-‘) o kv.stPEc.711 o /,% 7 /Is /o3 w' /L� rlPL Tom.0 dam'# . ACCEPTED REINSPECTION NECESSARY INSPECTED BY • ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD. SUITE 508 • NORTH MIAMI. FLORIDA. 33181 • PH. NO. (305) 891 -5048 • FAX . : 9Qt -GSO4 PROJECT NAME : n 4 n REPORT N0. Izo CONTRACT NO. : DATE WEATHER 7 TIME : FAIR GENERAL CONTRACTOR: REMARKS A 4 T TO rt-t o 0 8 s_ So �-C J Al QF ` Ir.l. REINSPEQTION NECESSARY I .CLOUDY .0 ,2 Zo iz I SE L4 o.ra- INTER E_c_rice✓-.S S. 0 I-) INSPECTED. BY : ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11000 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA, 33181 • PH. NO. (305) 891 -5049 • FAX : 891-0504 PROJECT NAME CONTRACT NO. : DA1E WEATHER GENERAL CONTRACTOR: REMARKS �•y , ■ (/ vvttl • • Lp TIME : REPORT NO. • FAIR •"`--CLOUDY RAIN Ole- C ✓o ✓S A. LSO ,* .1/ �, • IJ, SL IS- A F L 1 • / 1. A • • • 1,'- ACCEPTED, -.C, REINSPECTION NECESSARY • INSPECTED. BY : ARBAB ENGINEERING, INC. CONSULTING MINERS • 11000 81SCAYNE BOULEVARD, SUITE 308 • NORTH MAUL FLORIDA, 33181 • PH. NO. 306 }881 -506 FAX . 891 -0304 PROJECT NAME : CONTRACT NO. : DATE WEATHER GENERAL CONTRACTOR: REMARKS REPORT N0. O TIME : FAIR CLOUDY 1i RAIN R.. 117FIL/44.1frE tri • ,P iASQ A ,4 �"'ogg. ACCEPTED^ REINSREQTnON NECESSARY INSPECTED. BY : ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11000 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA, 33181 • PH. NO. (305) 881 -8040 •FAX : 801 --050. PROJECT NAME : CONTRACT NO. :S DATE WEATHER REPORT No. : t0 GENERAL CONTRACTOR: REMARKS ACCEV7ED REINSPEQ110N NECESSARY • og- r 17—cc hu0 Fteo 2 v US r"1 FM- 0 4 E FQ 1 . P Ga, c.E t4 vALS ■ NiE, 0 TIME : FAIR � CLOUDY S A 2, M4- o,ug 2nd142o2 RAIN 4Aa 4 4 • • f ua� D 5 L AS .o t3 c. A 415 NNr�1�ez� t?'� 1r11 ciA)4 N �S mr3sv�4 14. ,0 INSPECTED. BY : ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11000 BISCAYNE BOULEVARD, SUI1E 508 • NORTH MAUL FLORIDA, 33181 • PH. NO (305) 891 -8046 • FAX s 801 -•050 PROJECT NAME : ylf.G, CONTRACT NO. DATE WEATHER •— �� O� TIME : FAIR `CLOUDY GENERAL . CONTRACTOR : REMARKS SEF t fi> S L•)EV, p E OF air' 4, V ES wEta- M �r • w Pt rI i! AL • t G 4 L. • Ntp _. RAIN ZEgL9 • CELLS ac. 4 y as I 01.E n ► 0 1. -. Olt 1 13 ARBAB ENGINEERING, INC. WNSUI.iWti ENGINEERS • 11000 eISCAI►FiE BOUI.EVARO. St111E 305 • N ORTFi MIAMI. FLORIDA, 33181 • PH. NO (305) 491 -3040 •FAX :891 -030 PROJECT NAME : CON1RACT NO. : DAZE WEATHER E -78 • • GENERAL CONTRACTOR : • /, REMARKS 5 l:. ti rl OA a r ),U S r4A-4 --A ` ► REPORT NO. : TIME : FAIR CLOUDY N' RAIN ea a .° 0 1 I *a too R � t..,L,43 F o dL • ale--c/. • M S d T'. 1�S E P 1 eJ _ , n.. ch.) 4 vu-- Z.-.E v T . TOE LpAi 1 A-5 REA_ PL-& ACCEPTED N s w j ox) A'L-0r14 9-14E SPV I Psi P1 ass vs iEoils4i ss,a . 14.,(1.1 h1 ,n 'g°'!E-` at4.T'v,0 S , c'vf s TED S,/4!1 Je PaEs • 11) P g. 9 A11- .5 5ISE vA1 Ir 144A.5 S' 77/1/ CA 5 PEA_ P J s )„ Foy . , oft- AS , !L li S f cE R+1 E s rE D ev,,' ;, ,T, 5 Q TH-E v,J 11:5 5 Tub Co t.. Ili? A,.S FPA • 0 '743 ac8 SEAWE ) o-k0Q ®Pi2,oy 9 REINSR QMON NECESSARY • 0 INSPECTED BY : hJ ARBAB ENGINEERING, INC. CONSUL-ONG ENGINEERS • 11900 BISCAYNE BOULEVARD, SURE 508 • NORTH MIAML FLORIDA, 33181 • PH. NO. (305) 881 -5049 • FAX : 801 -0504 PROJECT NAME : CONTRACT NO. : DATE WEATHER GENERAL CONTRACTOR: REMARKS 11ME: l2 gi A, FAIR y-'' . CLOUDY REPORT NO. : RAIN 13 ARBAB ENGINEERING, INC. CONSOLING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NOR1H MIAI4L FLORIDA. 33181 • PH. N0. 305 � I 891-5049 •FAX : 891-0804 PROJECT NAME : CONTRACT NO. : DATE WEATHER GENERAL CONTRACTOR : _ • REMARKS 5, REPORT N0. : TIME : FAIR CLOUDY _�___ REINSPECTION NECESSARY ARBAR ENGINEERING, INC. invs moms • 1000 ECM BOULEVARD, SUM BOO • NORTH +eAM. PROXOT NAME : CONTRACT NO. : DATE WATNER 33181 • PR NO (305) eat —saw . FAX : e01 er a --lea REPORT NO : FAIR -,r, __ CLOUDY RAIN ARBAB ENGINEERING, INC. COMM ENGINEERS - 1100 WORK BOULEVARD, SUI1E 5O • NORI1f 1W11a. FLOW FLOW& 33181 • PH. NO. (30S) H91 -5040 • FAX : 801 —O5O4 ANIMINIIMY : 3 - 78b OECT NAME ' ; tt l j l T CONTRACT NO. WOE �Gs. A3 119 ..,.. WEAIHER GENERAL cON1RACTOR : FAIR __CLOUDY RAIN - ACCEPTED r% REINSPECToN NECESSARY ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11000 BISCAYNE BOULEVARD, SU11E 508 • N0RMN MIAMI. FLORIDA, 33181 • PH. NO. (305) 891 -5049 • FAX : 891.85041 PROJECT NAME = NO. DATE • (IR P 2 00 -s 7 8 I1 REPORT NO. • r7 TIME : WEATHER FAIR GENERAL CONTRACTOR : REMARKS a ( A '"'i CLOUDY RAIN _ . • l 4 A • 1 44 N 0 e p° #6 S Fla P-- 1-7-1,1-E fed it...1 1' 4 s 7 ` & 11 C -moo �/ ,-L AI) A. ALL- F • t'E$ A- • 0 1 • 12. .l lb 1 4' 'S & di E vE..s'rEa lw 3 4 OF r1 1ts. A 14 F rLc.„)44 . rL : Fn. -p.J i c4- ACCEPTED RDNSP OTION NECESSARY ,2—LHE 5 • f-5 • • ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAIME BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA, 33181 • PH. NO. (305) 881-5040 • FAX 891-050 PROJECT NAME • 1 f f L 1A€ .f pc i- &/Z, CON1RACT NO. 2.06.5 T 8 Ca REPORT NO. • , DATE / r 1//6413 T1ME • lota I%`2 , WEA1HER FAIR i'''"� CLOUDY GENERAL CONTRACTOR • a,10-1 e..n j- G' x,.10 A, REMARKS E) et-t D 1 rJ Cr ip • o F 8 ? .Ar✓1 -ci),1 4 RAIN s T _C) Q Lisa 00 E.TE. kt Fog AVii Elr✓foY2 Z/A)4 AS r)E, bow / S For. 'qr iL . FA -�" .} n d. Air -tS . ` Ire E, :tic. E_s ES) . cleSTEC> JPJS i A lm>,p ,13 0F ,0. R i341s vt.tAfri/s A T® ioor= Es10, ACCEPTED s a) orEf . REINSPpgTION NECESSARY ARBAB ENGINEERING, INC. coNstime ENGINEERS . „voo =GAME BouLEy D, SufE soe MIAW. FLORIDA, 331Q1 • PH. NQ: (306) BFI ^6049 • FAX PROJECT NAME : CONTRACT N0. : DATE WEATHER GENERAL OONTRACTOR : REMARKS S V i 1 at Q 4: ?1!h1 IT tr.( at Q 4. N iw A Of ACCEPTED lbi 0 Ara REINSP;EQT10N NECES'SAI{Y • • • h 44 1 A TIME : REPORT NO. . FAIR _ CLOUDY r..., ---- -- _...RAIN ci 1 ■ I"41 1.) r r7/A (I ,. vt f A 0 A As It 0 L . 4 b. G A 4 Nagle -. 121 _4 Wiz £4 r oQ„ 4 Lae 14- 414_,Lssiu L/ Ass, r 100, SAE c ott 4 INSPECTED. BY : 1 AL#41 At ARBAB ENGINEERING, INC. CONSULING ENGINEERS • 11900'BISCAYNE BOULEVARD, SUITE 508 • NOR1H MIAMI. FLORIDA. 33181 • PH. NO. (305) 891 -5049 • FAX : 891-0504 PROJECT NAME • REPORT NO • t 42t CONTRACT NO • DATE WEATHER FAIR CLOUDY GENERAL CONTRACTOR • A h eC)051 4LD O a 1 j2/o3 TIME ‘,1'. At rout ' REMARKS • RAIN E 1 _ 4 0 7 . 1 0 Ft c,012.- Cif = . L.A. `J i4pA.5 brtci itE.P/Aitz-ED TI-t• 6 oF F1 c . A F A Ant `1 ,A c 907 ; (i t F &A/ G T / & F, w/ .. SEA PQavJ (8 $ i /L .... G ■. NJL nit j 6401“-#4,4 creep Ai i o O v R . �' G- ,r�,�'S AniO 5 PlEca Fi c.A'T $3 '. wc,4 S4 LAI Low t>ti a-11/41 4 T1-F CF45 440 AREQ.u)2E 630.1 at SFE -c7)34 of 7-141 '�'�' FOB ?Ito - t 12.. • ACCEPTED REINSPECTION NECESSARY �'' INSPECTED BY • ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 119100 BISCAYNE BOULEVARD, SUITE 500 • NORTH WM FLORIDA, 331m • PH. NO (305) 891 --504e • FAX : 891-0504 PROJECT NAME ; REPORT NO. • CONTRACT NO. : DATE WEATHER •CLOUDY RAIN 'TIME • FAIR GENERAL CONTRACTOR ; , ,� •-- -�2,v, REMARKS ARBAB ENGINEERING, INC. C N'ISUIJING ENGINEERS • MOO QISCAYNE BOULEVARD, SURE 505 • NOR111 MAIL FLORIDA, 33151 • PH. NO. (305) 591-5046 • FAX : 841 -0504 PROJECT NAME : mie_ M A REPORT NO. • CONTRACT N0. : DATE WEATHER 21 ?/ 7fo 3 TIME • I ®1r 2 e A ► Jv FAIR !°'! CLOUDY RAIN REINSPEQTION NECESSARY AR8A8 ENGINEERING, INC. Co suL11No ENpNEERs • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAMI. FICRIDA,, 33181 • PH. NO. (305) 391 -5046 • FAX : 091-0504 PROJECT NAME : CONTRACT NO. : DATE WEATHER l a ! ofQ� TIME : GENERAL CONTRACTOR: REMARKS •c • r I. A k 11 C FAIR —1..G—CLOUDY REPORT NO. : Z Z _ RAIN a • 01` A . %11F itcrN C E,2 •• Coo PA0.4 PE_ vtAA Fog A oa-C G A PEA P FE )2A PE J 4 l 02 'f- £- h r Acz0F t 12.2 rz. _, ^7 AN CEA. ,'eo ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SIAM 508 • NOR114 MAIL FLORIDA, 33181 • PN. NO. (305) 891 -5046 • FAX : 641 -0504 PRO.ECT NAME : CONTRACT NO. : DATE WEATHER FAIR � CLOUDY RAIN GENERAL CONTRACTOR : REMARKS REPORT NO. :. t t 13`n 3 11ME • It S' 41 + a a- P io A THE Asap P iA400i 504,714041 REINSPEQT1ON NECESSARY INSPECTED. BY : ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIA18. FLORIDA, 33181 • PH. NO. (305) 891 -5046 • FAX : 891 -0504 PROJECT NAME : VIA4/Al £,L,• A a' CONTRACT NO. : DATE • —_ Lc7Q 5 — -• TIME . WEATHER • GENERAL CONTRACTOR : REMARKS FAIR REPORT NO. • 12 3 o e. ri CLOUDY RAIN MEL-- te6 of of £2 W5 Au'A Celj AAA0 coo c BEAA-a,t4 REINSPEQTION NECESSARY _ ,�0..0°' INSPECTED. BY : ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 13ISCAYNE BOULEVARD, SUITE 505 • NORTH MIAMI. FLORIDA, 33181 • PH. NO (305) 881-8040 • FAX: B91-0504 PROJECT NAME • REPORT NO.: S% CONTRACT NO. • DATE (VI 1/e TIME : WEATHER FAIR I/7 CLOUDY GENERAL CONTRACTOR • . REMARKS RAIN 6)1 ACCEPTED REINSPECTION NECESSARY INSPECTED RY A41' ARBAB ENGINEERING, INC. CONSULIINC ENGINEERS • 11000 BISCAYNE BOULEVARD, SUI1E 508 • NOR1H WAIL FLORIDA, 33181 • PH. NO (305) 891 --5040 • FAX : 891 -0504 PROJECT NAME • CON•ii•MiT NO • DATE WEATHER GENERAL CONTRACTOR• REMARKS flat -ACT DC c.. r✓t-P► A) REPORT NO • {Q /z3 /Q3 TIME 1® FAIR RAIN cast."€', �n/C i2 T € L _$tom.. �L► Fo n- AAA-. ACCEPTED Jr p►) o;7 REINSPEGIION NECESSARY ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUfIE 508 • NOKIN MIAMI. FLORIDA, 33181 • PH. NO. (305) 861 --5046 • FAX : 891 -0504 PROJECT NAME • V 0 L V A 11)c L- M44 CONTRACT N0. • g P 21903-7 g ) DAIS WEATHER FAIR CLOUDY _.___ RAIN 012/If eo REPORT NO • TIME • to cc / J GENERAL CONTRACTOR • REMARKS A-Ltr / r rL(Z f14 P12 -5 pat AAA-- n.sr,v€ i�, D pair c- l 0 it_ ./v11-.s _ 1 �l r &ccis s 1' F 49 1,0) A T +t S L_L t E'er L I- W VY I L-L. dk' s'r g v 6 .54/2.,v4170 F0 ; 4 fv-4 c) ?M nitiFEK ACCEPTED r! o REINSPEQTION NECESSARY INSPECTED. BY : ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 119Q0 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA, 33181 • PH. NO. (305) 891 -5040 • FAX : 591-05C PROJECT NAME : CONTRACT NO. : ter►, 'ZO DATE WEATHER TIME : FAIR ✓� CLOUDY RAIN ACCEPTED REINSPEQ110N NECESSARY ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11000 13ISCAYNE BOULEVARD, SunE 505 NORTH MIN.p. FLORIDA, 33151 • PH. NO. (305) 591 -5046 e FAx : aai -OSo PROJECT NAME : CONTRACT NO. : DATE WEATHER FERAL CON'RiACTOR : REMARKS REPORT NO. :. �� - -�-- TIME . FAIR CLOUDY RAIN zo) ACCEPTED RETNSP,EQTiON NECESSARY INSPECT ®.9Y : r ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA, 33151 • PH. NO. (305) 891 -5049 • FAX : 891-0504 PROJECT NAME : V 1(ij, E L A/L 2 REPORT NO. • 30 CONTRACT NO. DATE WEATHER FAIR ' CLOUDY __ _ RAIN TIME • kW, 4p GENERAL, CONTRACTOR : REMARKS r»,E. s LAIR , it€ +R VE5 7"0 *4 T yl sr) AI 4 vi/ 'L4J3 MS I+ 'A) ofe-c 1 4 E_S r (#M 71© ®ice- '7e aj v c , - s lT /5 NIP 'TE,e7 d / A0)0 I! c Al PASCEW12€ 1+ IA) 5 .8 !� , PA Ail As 0TEt ACCEPTED RONSPEQTION NECESSARY INSPECTED. BY : This safety alert symbol is used to attract your attention) PERSONALSAFETY IS INVOLVEDI•When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. AkiCAUTION: A CAUTION Identifies sale operating practices or indicates unsafe condltions thal could result in personal Injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES® is the responsibility of the installer (builder• building contractor, licensed nnClor, erector or erection contractor) to properly receive unload store, n le, rusts I an ce mete! plate connected wood teases to protect lite and ;perry.-1 he installer must exercise the same high degree of safety awareness as th any other structural materiel. TPI does not intend these recommendations to interpreted es superiorto the project Arctiled's or Engineer's design specification handling, installing and bracing wood trusses fora particular roof orfloor. These :ommendations are based upon the collective experience of leading technical CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor Is ad- vised to obtain and read the entire booklet •Com- mentary and Recommendations for Handling, In- . s aliing 3-Bia-cing MeliTPtate Connected Wood Trusses, HiB -91• from the Truss Plate Institute. DANGER: .A DANGER designates a conditldn . where failure to foilow-instructions ot.heed warn- ing• will most likely: result In serious personal injury or death or damage to structures. • • I A: WARNING: A G scribes a condftion where lallute tofotlow WARNINinstructions de could tesuftIn severe personal injury or damage to structures. TRUSS-PLATE INSTrTUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 • personnel in the woodtruss industry, but must, due to the natured responsibriifiee involved, be presented as a guide iorlhe use of a qualified building designer or installe r.Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arisingfromthhe use, appleationor reliance onthe recommendations and information contained herein by building designers. installers, and others. Copyright C by Truss Plate institute, Inc. All rights reserved.This document or any pert thereof must not be reproduced in any lormwithout written permission of the publisher. Printed in the United States of Arnerka. 1 CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2 -16d nails. All trusses assumed 2_bnenter- orIess. --All multi -ply trusses should be connected together. In accor- dance with design drawings prior to installation. I. ..TRUSS STORAGE. 1 CAUTION: Trusses should not A be unloaded on rough terrain or uneven surfaces which could cause damage tothe truss. Trusses stored horizontallyshould be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until installs -. tion begins or lift bundled trusses by the bands. WARNING :: Do -not ese-damageziirosses. • Trusses stored vertically should be braced to prevent toppling or tipping. is DANGER: Do not store bundles upright unless properly. braced. DANGER: Walking on trusses which are Tying ftat1seztr•eele 7angerousandshoiebestrlctly� ._ prohibited. Frame 1 .- :WARNING:•. iD'oi noi..attach :cables, =:cheins, or. -- �-r.,c ` ;.,•books to :the :web.mrembets :ry;� 9, t � <, • Tag Une /60' or SPORTAtitto Apprcylmoiety • Yes truss length h-- —1 Approximately in Yes truss length Une Truss spans less than 30'. Spreader Bar Toe in Spreader Bar Toe M Less than or equal to 60' ppro ma % to %truss len oein • WARNING :''Dol)otiit sing►e�irtsss ans' • - re�lihlai;3D': '" •1: �°• e9vvitti$p iMECH? ICAL:; 1NSTAI L!A'TION:; Lifting devices should.be connected . to the truss lop chord with a closed- loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufticleni strength '10 carry the weight or the truss. Tag Une Less than or equal to 60' lag Une Tag Une At or above mid -height lag Une A CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered'pro1essional engineer 11•a•:ditteren4•: •• bracing. arrangement Is desired. The engineer may design bracing In accordance4 4th TPI's • Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB -89, and in some cases determine that a wider spacing is possible. • GROUND BRACING :BUILDING' INTERIOR: `GROUND'BRACING:'BUILDING EXTERIOR t- • G. ousel braes __,•verrk..i rosy) Ground besot disgon.t. (GE. ) Ground bars r.r•tic.l rosy) T1tpMalvordpl t , Plan End W.E Sid* ■ , ` \ • Ground braei •`.' "... d)aao.r:'s 19at}r. .d!guiit tap+dly 0 suppoki rodrd b' ;41.43.704. *ild 'r i _ •t0. :'• i ••_ • ' VAjVV. $.00c42ir 4.7h7i1.1,?• * :./.. ..::o,• Z :r•` v•'`, l w floor I � % l r1 / Backup ground -'e r/ ground /r' / / statue tru.s el brat soup d 1uasC E . sieaa IEai Driven around stakes CAUTION: Ground:bracing'required•ior all.lnstallations. . Frame 2 ii i! 1 Typical horizontal tie aramLet with I .whiple stakes Oil) 12 4 or pester i• .4 • .11• •,• ' • : 1OPCiOiD *•:: ••:•• lOP CHORb • • :.,.•r46§itf,i. ttlxqt !**riiiiiioni.f:di • LAI' E1RA EPAC1NG 06'0 • ..•• PAN • • . • ... : • .;•• Dr • Douglas. Fir-Larch HF Hein-Int Ail-lateral-braces - lapped at least 2 trusses. Continuous Top Chord Required 10' or Greater roe Oahe. Oaten, ledatally hated car. borate ....veheetand uovawe voila/he Inhere hoe diary" . e- aeon; olapodral Wirth" erhould ter nailed de editarlap alionieshen-parrana- ... attached to She topside of the top eisord. Attachment Required -A, -iplia..-0:0ROSt A WARNING: Failure to tollowthese recommendations couldyesylt In .severe personal Injury or damage to trusses or buildings. • .• • • . -. • .; • • • !1• 4....et.:10%. 1 C:.1•. 0"ere Oct E 00...1113. W.Fr•kcikl. .(1:13S1. ••c.• .5 tN 44, 10 28' iy.r 28' r 42' wet 42' - 60 ■ver 60' 2.5 3.0 3.0 7' 6' 5' 17- 5. 5 .• SPE / HE. See e registered professional engineer • Douglas Fir-Larch - Hem-Fit ontinuous Top Chord atetel Bailee equited 10' ot Greater tItechment lequired Southern Pine Spf - Spruce-Pine-Fit All lateral braces lapped at least 2 trusses. 12 .3 Frame 3 lop chor ds that are laterally ineeed can thaeale together and cal.ima toupee inhere ism diago- nal bracing Diagonal bracing thoukl be nailed le the urrehratde or live lop chord when put fins are "Rattled to the topolde el the top ehereiL %5PitHF • 4/12 15' 20 4/12 15' 10 4/12 15.—.; 6 Sat a teglstetedrotesslonal engineer •Dr., Douglas fir-Lerch SP - Southern Pine HF - Hern-Flt 5PF - Spruce-Pine-Fir tomclord diagonal bracing repeated ach end of the building andset same ing as top chorddlagorkatbracIng. All lateral braces lapped at least 2 trusses. BO.ft45.01§141j..:.W1.4. WARNING: Filu;elothilowiheSe recommendations tould-result in severe perscini;i inlury.or damage.io trusses or buildings.. 1 Cross bracing repeated at each end of the building and at 20' Intervals. A • • • • at Permanent continuous •. o lateral bracing • *c.' as specified bythe'.. truss engineering. Frame 4 ; •: • • • . • : • , .. . . :. ,, ..., .:, . . • :... . •,- .......... • :, ,..... .. • . ...: ••••• . . ;• ... .: i.... 4.. ": ."..,,::',....1...•.:. •:. .:•••••• :...1 •••••;;;;. .:• 10,13.Vi-iti.iiR•:1:i:'i-..)1.A.t014•''6RAC•B• 7.- ii ,,,:i,...;•. :*:::,.f,:•.:" .:'....: . 10,1?..F1-3011D.X.:-.1. • . :.:. •:•.:•. ..:.%•‘=..-:•tWit,iitittitii. 1:41.,kft..4.P../i#ft ..0.4iPIN0.4ea•i.).;*:: ;•13.4,W. -:....••;:.'" .......i..1,.....ii: ',i.bfifkii-.:: '1.,..:. ...1.....• i.,.... , . *stAC.INPl!,Bp: ;.-kz: r..u'.:: .: i, *:•.-:..*:::',•-•!'i•' tkittiaViji,:: -....•:.: •Fs..F.,) D r. -,' :5 P I I 14 f — • .1......;.. Jp to 32' 30 6' 16 10 ver 32' - 48(- 4r 5' 6 4 bye,' 413' - so' 413' 5' 4 . 2 DVti 60' See e rcisle,ed pro ess ona engineer Douglas Fir-Larch SP. SPythernVins Hem-Fir . : SPF - Spa/Fe-Pine-pi, • • . .,..., .... .... tizdair6—PPAA1:11:EL. - .1 •. . "MOSS'', i;::::•P-1/?•13P:.11....i.,-...i.-.:..... 1 op thce da IRA ors later ally lasted can kuchie it:90*0m antitrust collapse **wt is no &ape- nal teach% Disuonal b. acing ahould b. nailed to Ow undorator of the top chord when pofFno on stomArd to IR* %poi& of the top chord Continuous 'Top Chord Lateral Brace Required 10 or Greek) Attachment Required Wroht4 ••• • . '1 . . • • • . ••••;•':•••• '•• midateral:::• ••:• ; s . '5Jai:Ted •-'1" • • ii4east•two : The end diagonal brace • -40ye retiailerref ed- • pBCd on vertical = *webs-In—One • • •• the support. • • - y - -M1-- - • • •••111!!,tf:.•••:. • - . s ; : . • ••.: • • • • • .••• :.•,-."•::::::.:••••alfr, • •I • End diagonals are etIDl • both ends .of the truss. system. "*-- • BO' or greater • • -; ••••- ' "?. • . . WAF3NtNG:' Failure to lollow these recommehdetione could result - ,Severe•personal injury or damage to .trusses or buildingS.' •• • - • . • • • 1 s chord* INA oil Utz mai Reseed 'Coin bookir • ' • olhof and cause col!spoo if Own, R. nos:hope. Of acing. Diagonal back sp should be nailed underside of the lisp Owed *hen pwrilo• ittseined to the topitd of Oho toTiliorfr LContinuous Top Chord -..... —,— IFT_____. lateral Brace Requited - I, 10i or Greaterli s'■;••• ! • I •-■• Attachment s Required • • • •. • at least-top • •trusses!, •:! •:•• • . • • • • End diagonals are essential..for r•t:::4t7t,V :•: y• .. . " - siaany and rhasi_tie_di,01.kateci .";* 'both ends of the truss system. Frame 5 31/2" Trusses must have him-. ber oriented in the hori- zontal directiOri to use this brace spacing. '4: "--: • :. • ••••••• " : ..';':'• ..... ' - :T .. . .....: :1 .. .., •-• • :'..*. --: .1.--. : 1:. :.:‘.. .• :' • 1.7iNIMLIM .. :., . : ' :.•.-..: •-• Tt.op, ct-it:/13ri .:: biitriAe •li v4et . . .... ,,..... .4... 1002CHORITII1,-.zit DjAp014.411BRAtE, tisitet4G (T5b:= I.— . .. #:.... • AN', • .-,.. . ..,,; .....;.- pii6ilis.z.• ....•,.::.:,•,.. ,,. , :, 6P'4iiiP(es1; ,„--••.: -: ::,-... ..., . :.•..,..0,:l.tu4•.'!... ,SPIDF . 511F/HF••• 10 24' 3/12 181 't 12. et 24 -42' 3112 7' 10 6. er 42' -54' 3/12 _ s*. 6 _ 4 et 54' See a tegis1eredpto1essiona1 engineer • Douglas fir-Larch • Hem-Fir SP - Southern Pine SPF Spruce-Pine-Fir gal 12 13 or Y/1 greater • 4 • All lateral braces lapped at least 2 trusses. Diagonal brace • also required on end verticals. / chef de that are Isles/alb brewed C13% boehle rtPwr and CaliOlt celiac.. lithe.. le he etlege• to &rim; Dts gene' 10. acing shade? be nailed le 104hereto* of the top chad when purling enactors! to the topside cd thlr hap shoal. ••• J. • • • %ter. tri.• • .. . • A• WARNING: Failure to tollovithese fecommehdations could result in • f - .. • • severe personal injury or damage to trusses or buildings. . ...• ...• . . • . PLUME ruse Depth D(in) Y11--1.1 mum lacemen1 ".• D(In)• -D/50 ,D(11).- 17 1/4' 1' 24' 112" 2' 36" 3/4' 3' 4irt 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84' 1-3/4" 7' 96" r a' 108- 9' Lesser of D/50 or 2" Plumb Line OUT-OF-PlUMB INSTALLATION TOLERANCES. 1 BOW TCI -....:"--WKRITINGT,To not cut trusses. 1.0n) '..:,. OA.: U29.!:.. Eltir- 50' • 114" 4.2' 100" lir 8.3' 150' 3/4' 12.5' L(In) ...... ...... Lesser of •••■••• L/200 or r 1--0.0,... . 400. ' 149...* 200' 1' 16.7' 250' 1-1/4' 20.6' 300' 1-1/2" 25.0' OUT-OF-PLANE INSTALLATION 'TOLERANCES. Frame 6 DANGER: Under.: rIp clrcumstances should slt.Ucti-Orl ci.tpny...de.scripljort be placed. on unbiaced trusses: 25% STR. I \C. STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS AND DAMAGED OR MISSING CHORD SPLICES STANDARD REPAIR NOTES: 1- THIS IS A SPECIFIC REPAIR DETAIL TO BE USED ONLY FOR ITS ORIGINAL INTENTION. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REOUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED ON THE ORIGINAL ENGINEERED DRAWING. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITION BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X ORIETATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. TOTAL NUMBER OF NAILS ON EACH SIDE OF BREAK + X (INCHES) MAXIMUM FORCE (LBS.) 25% LOAD DURATION SYP DF SPF HF 2X4 2X6 I 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 14 21 24" 1891 2836 1744 2617 1478 2218 1506 2260 18 27 30" 2432 3648 2243 3365 1901 2851 1937 2906 22 33 36",' I 2972 4459 2742 4112 2323 3485 2376 3551 26 39 4 3513 5269 3240 4860 2746 4119 2798 4197 30 45 4 " 4053 6080 3738 5608 3168 4753 3228 4843 + DMDE EOUALLY FRONT AND BACK ATTACH 2X SCABS OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF TRUSS (CENTERED ON BREAK OR SPLICE) W /CONSTRUCTION OUALITY ADHESIVE AND 10d COMMON WIRE NAILS (TWO ROWS FOR 2X4. THREE ROWS FOR 2X6 ) SPACED 3" 0.C. STAGGERED AS SHOWN. (1.48 DIA. X3 ") THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12 ". (C =PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUN OVERALL SCAB LENGTH REOUIRED (L) IS CALCULATED AS FOLLOWS: L= (2) X +C 10d NAIL NEAR SIDE + 10d NAIL FAR SIDE STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS AND DAMAGED OR MISSING CHORD SPLICES. s ' MIN, TRUSS CONFGURATION AND BREAK LOCATIONS FOR ILLUSTRATION ONLY. - THE LOCATION OF A BREAK MUST BE GREATER THAN QR EOUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6" FROM ANY INTERIOR ,1,Q.!NLL SEE SKETCH ABOVE). DO NOT USE TO REPAIR JOINT SPLICES. DADE TRUSS Compony Inc. 8401 N.W. 74 AVE. MIAMI. FLA. 33I68 OM[ (305) 592 -8245 89044490 (305) 487 -8888 aunt. L-AM -7411 -7047 ►ox: (}05)1 +72 -8092 / REV 12/20t. URADO P.E -" DES. BY • MM No. 19939_r.: •-- \ CHECKED BY : S.J. DATE : 2/9/98 DRAWING : RB JOB No. MINIMUM GRADE OF LUMBER: TOP CHORD : 2X4 No. 2N0 19 SP BOT CHORD : 2X4 No. 2ND 19 SP WEBS : 2X4 No. 3ND 19 SP PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 466 GRD A GALVANIZED STEEL (EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT SYMMETRICALLY (EXCEPT AS SHOWN) DESIGN CONFORMS W /NDS SPECS. SSBS,NDS.ANSI/TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT RACING (WHICH IS ALWAYS REOD.) CONSULT BLDG. ARCHITEC GALVANIZED METAL SEAT & STRAP (BY BLDR.) OPTIONAL SOUARE CUT (TYP.) 2X4 PLATE 2.5 & OVER 12 2X4 OR 2X6 2X4 PLATE 2X4 2X4 PLATE 8" to 72" 01-1 II I I CONCRETE TIE BEAM () 2X4 LEDGER BOLTED • TO TIE BEAM W/1 /2" DIA. BOLTS ® 4' -0" 0.C. (BY BLDR.) HURRICANE CLIPS (BY BLOR.) NOTE: FOR 72" OVERHANG USE 2X4 11 1 DENSE K0 S.PINE OR 2X6 11 2 S.PINE GALVANIZED METAL SEAT & STRAP (BY BLOR.) 2X3 PLATE AVP.„ 2.5 & OVER 12 2X4 OPTIONAL RETURN SEE TABLE LOADING. (PSF) TOP LIVE : 30 TOP DEAD : 15 BOTTON : 10 TOTAL : 55 2X4 OR 2X6 2X4 OR 2X6 CONCRETE TIE BEAM (TYP) 2X4 LEDGER BOLTED TO TIE BEAM W/1/2" DIA. BOLTS ® 4' -0" 0.C. (BY BLDR.) HURRICANE CLIPS (BY BLDR.) OVERHANG DETAIL GALVANIZED METAL SEAT & STRAP (BY BLDR.) 2.5 & OVER ONCRET (TYP) 2X3 PLATE tI /2' UP TO 1' -4" OVERHANG GALVANIZED METAL SEAT Sc STRAP (BY BLDR.) OPTIONAL SQUARE CUT (TYP.) MAS -2DT 12 2:5 & OVER I OR 2X6 TIE BEAM 2X3 WED NOTE: TRUSS ANCHORAGE TO BE PROVIDED • BY PROJECT ENGINEER OR ARCHITECT. MAXIMUM OVERHANG III/OUT GRADE OF LUMBER W /PLASTER . PLASTER 2X4 2X6 2X4 2X6 11 •2 ND 19 SP 2' -10 4' -2" 3' -3" 4' -8" 11 2 D 19 SP 3' -0" 4' -6 13' -2" 5' -1" 1 1. NO 19 SP 3' -1" 4' -7" 3' -5" 5' -2" • 11 1 D 19 SP 3' -2" 4' -11' •3' -5" 5' -5" 12" to 34" OVERHANG GALVANIZED METAL SEAT & STRAP (BY BLDR.) 2X4 P 2X3 PLAT 2.5 & OVER OR 2x6 CONCRETE TIE BEAM. (TYP) 2X4 LEDGER BOLTED TO TIE BEAM W/1/2" DIA.-BOLTS 4' -0" 0.C. (BY BLOR.) HURRICANE CLIPS (BY BLDR.) 12 2X4 OR 2X6 OVERHANG 2X4 OR 2X6 CONCRETE TIE BEAM (TYP) OPTIONAL: 2X4 LEDGER BOLTED TO TIE BEAM W/1/2" DIA. BOLTS C� 4' -0" 0.C.AND HURRICANE CLIPS (BY BLDR.) li■_.. DADE TRUSS Company Inc. 8461 N.A. 74 AVE. H1W1. PIA. 33196 o�1E (305) 592 -1245 slam (]OS) • 2-e6e5 IA1T I- 100-358 -7342 wi p05) M -1092 DATE: 6/25/98 DES. BY • MM CHECKED BY : SJ DATE DRAWING JOB No: 6 98 Job 19162 -1 Truss F1 Type FLATTR Qty 5 Ply 1 G.411FISTRUCT.- VILLAS DEL MAR Job Reference (optional) 0001-1 DADE TRUSS CO. INC., MIAMI FLORIDA 33166 5.100 5 May 30 2003 MiTek Industries, Inc. Thu Aug 21 10:41:582003 Page 1 - 01.314 4.3.10 i 8-5-8 10.5.8 14-7-6 18 -11 -0 1-2.4 I I = 1:34.5 Scale 3 x 6 1 1 4 x 6 = 2 x 4 I I 2 x 4 II 4 x 6 = 3 x 6 I I co 1 2 3 4 5 6 1 a I� M r�L aJ , or A 0 E 1-1 t - - c 10 8 8 7 4x6 = 3x4 = 3x4 = 4x6 = 9-5-8 1 8-6-8 1 10-6.8 18-11-0 1 I 8-5-8 2 -0-0 8-6-8 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) Vdefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.96 Vert(LL) 0.22 8-9 >999 360 MI120 249/190 TCDL 20.0 Lumber Increase 1.00 BC 0.85 Vert(TL) -0.29 9-10 >767 240 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) -0.05 6 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 91 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-1-4 oc purllns, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-2 -13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 1118/0 -3-8, 6= 1118/0 -3-8 Max Upliftl =- 685(Ioad case 2), 6=- 685(load case 2) FORCES (b) - First Load Case Only TOP CHORD 1 -10 =905, 1-2=-164, 2- 3=- 3024, 3-4=-3024, 4-5=- 3024, 5-6 =- 164, 6-7 =905 BOT CHORD 9- 10=2106, 8-9 =3024, 7-8 =2106 WEBS 2-10=-2104, 2 -9= 995, 3-9 =- 292, 4-8=- 292, 5-8= 995, 5-7= -2104 NOTES 1) Wind: ASCE 7 -98; 146mph; h =21ft; TCDL= 6.0psf; BCDL= 3.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 685 Ib uplift at joint 1 and 685 Ib uplift at joint 6. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard i P SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 Job 19162 -1 Truss F10 Type FLAT TR Qty 5 Ply 1 G.WSTRUCT: VILLAS DEL MAR 0002 -1 Job Reference (optional) DADE TRUSS CO. INC., MIAMI FLORIDA 33166 5.100 s May 30 2003 MiTek Industries, Inc. Thu Aug 21 10:41:58 2003 Page 1 - 01.314 4 -3-10 8-5-8 10-5 -8 14-7 -6 18 -11 -0 1-214 I 1 I 0-3-4 4-3-10 4-1-14 2-0-0 4-1-14 4-3-10 0-3-4 ¢ 19-5 -8 = 1:34.5 ,Scale 3x6 I I 4x8 = 2 x 4 II 2x4 I I 4x8 = 3x6 II co l 2 3 4 5 6 4 ti LJ 10 9 8 7 5x6 = 3x4 = 3x4 = 5x6 = I 9-5-8 i 8-5-8 10.5 -8 18 -11 -0 1 I 1 8-5-8 2 -0-0 8-5-8 LOADING (psf) TOLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.75 BC 0.98 WB 0.99 (Matrix) DEFL in (loc) 1/defl Lid Vert(LL) 0.34 8-9 >656 360 Vert(TL) -0.44 9-10 >509 240 Horz(TL) -0.07 6 n/a Ma PLATES GRIP MI120 249/190 Weight: 88 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2 -7 -7 oc purins, except BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-8-4 WEBS 2 X 4 SYP No.3 *Except* 1-10 2 X 4 SYP No.2ND, 6-7 2 X 4 SYP No.2ND REACTIONS (Ib/size) 1= 1118/0- 3 -8, 6=1118/0 -3-8 Max Upltftl=- 685(load case 2), 6=- 685(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 1(=894, 1-2=-238, 2- 3=- 3840, 3-4=-3840, 4-5=- 3840, 5-6 =- 238, 6-7 =894 BOT CHORD 9- 10=2677, 8-9 =3840, 7 -8 =2677 WEBS 2-10=-2565, 2 -9= 1224, 3-9=-292, 4-8=-292, 5-8= 1224, 5-7=-2565 NOTES 1) Wind: ASCE 7 -98; 146mph; h =21ft; TCDL =6.0psf; BCDL= 3.0psf; Category II; Exp C; enciosed;C -C interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 685 Ib uplift at joint 1 and 685 Ib uplift at joint 6. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) Standard • end verticals. oc bracing. -r t' '514 SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 Job 19162 -1 Truss F11 Type ROOF TRUSS Qty 5 Ply 1 G.IIIFISTRUCT: VILLAS DEL MAR 0003 -1 Job Reference (optional) DADE TRUSS CO. INC., MIAMI FLORIDA 33166 5.100 s May 30 2003 MiTek Industries, Inc. Thu Aug 21 10:41:59 2003 Page 1 -Or3r4 4 -3.10 8-5.8 10.5.8 14-7 -8 I 18 -11 -0 1 t2r4 1 1 I 0-3-4 4-3-10 4.1 -14 2-0-0 4-1 -14 4-3-10 0-3-4 Scale =1:34.5 19-5 -8 3 x 6 I I 4 x 8 = 2 x 4 II 2 x 4 I I 4x8 = 3x6 II co l 2 3 4 5 8 10 9 8 7 5x6 = 3x4 = 3x4 = 5x6 = 9-5-8 8-5-8 10-5 -8 18 -11-0 1 1 1 8-5.8 2-0-0 8-5.8 LOADING (psf) SPACING 2 -0-0 CSI DEFL In (Ioc) 1/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.77 Vert(LL) 0.36 8-9 >623 360 MI120 249/190 TCDL 20.0 Lumber Increase 1.00 BC 0.99 Vert(TL) -0.46 8 >485 240 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) -0.07 6 n/a Na BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 88 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2 -6-14 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-7 -9 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 2 -10, 5-7 1-10 2 X 4 SYP No.2ND, 6-7 2 X 4 SYP No.2ND REACTIONS (Ib/size) 1= 1118/0- 3 -8, 6= 1118/0 -3-8 Max Upiiftl=- 685(load case 2), 6=-685(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -10 =893, 1-2=-248, 2- 3=- 3942, 3-4=-3942, 4-5= 3942, 5-6 =- 248, 6-7 =893 BOT CHORD 9-10= 2748, 8-9 =3942, 7 -8 =2748 WEBS 2-10=-2622, 2- 9= 1253, 3-9=- 292, 4-8 =- 292, 5-8= 1253, 5-7=-2622 NOTES 1) Wind: ASCE 7-98; 146mph; h =21ft; TCDL= 6.0psf; BCDL= 3.0psf; Category li; Exp C; enclosed;C -C interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 685 Ib uplift at joint 1 and 685 Ib uplift at joint 6. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) Standard SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 Job 19152 -1 Truss F12 Type FLAT TR Qty 5 Ply 1 G.IIdSTRUCT: VILLAS DEL MAR 0004 -1 Job Reference (optional) DADE TRUSS CO. INC., MIAMI FLORIDA 33166 5.100 s May 30 2003 MiTek Industries, Inc. Thu Aug 21 10:41:59 2003 Page 1 -0[3[4 4 -3-10 8-5-8 10-6-8 14-7 -6 I 18 -11 -0 19.21.4 I i I 0-3-4 4-3-10 4-1 -14 2 -0-0 4-1-14 4-3-10 0-3-4 Scale = 1:34.5 19-5 -8 1 3 x 6 I I 5x8 = 2x4 II 2x4 II 5x8 = 3x8 II 1 2 3 4 5 6 [o N T DL I 11 10 9 8 7 4x8 = 4x6 = 3x4 = 4x8 = 3x4 = 9-5-8 1 1 8-5-8 10-6 -8 18-11-0 I I I 8-5-8 2 -0-0 8.5-8 Plate Offsets (X,Y): [9:0- 3- 0,Edge] LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.79 BC 0.77 WB 0.72 (Matrix) DEFL In (Ioc) Udell Ltd Vert(LL) 0.35 8-10 >632 360 Vert(TL) -0.46 8-10 >490 240 Horz(TL) -0.07 6 n/a n/a PLATES GRIP MI120 249/190 Weight: 87 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2-4-0 oc purllns, except end BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 4-1 -7 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 2 -11, 5-7 1 -11 2 X 4 SYP No.2ND, 6-7 2 X 4 SYP No.2ND REACTIONS (Ib/size) 1= 1118/0- 3 -8, 6= 1118/0 -3-8 Max Upfft1=- 685(Ioad case 2), 6=- 685(Ioad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -11 =894, 1-2=-266, 2- 3=- 4067, 3-4= -4067, 4-5=- 4067, 5-6=- 266, 6-7 =894 BOT CHORD 10-11 = 2850, 9-10= 4067, 8-9 =4067, 7- 8=2850 WEBS 2 -11 =2703, 2-10=1273, 3-1(=290, 4-8=-290, 5-8= 1273, 5-7=-2703 NOTES 1) Wind: ASCE 7 -98; 146mph; h =21ft; TCDL =6.0psf; BCDL =3.0psf; Category 11; Exp C; enclosed;C -C Interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 685 Ib uplift at joint 1 and 685 lb uplift at joint 6. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) Standard verticals. ■ 51 V/P, SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 Job 19162 -1 Truss F13 ilirType FLAT TR Qty 5 Ply 1 GAISTRUCT: VILLAS DEL MAR 0005 -1 Job Reference (optional) DADE TRUSS CO. INC., MIAMI FLORIDA 33166 5.100 s May 30 2003 MiTek Industries, Inc. Thu Aug 21 10:41:59 2003 Page 1 -9314 4 -3-10 I 8.5-8 10-5 -8 14-7 -6 18-11 -0 19.2.4 I I 0-3-4 4-3-10 4-1 -14 2 -0-0 4-1 -14 4-3-10 0-3-4 19-5 -8 Scale =1:34.5 I 3x6 11 5x8 = 2x4 II 2x4 II 54 = 34 I1 1 2 3 d 5 6 _.0--------- -'-- ---------------r-- (6 v lai; 141 4' I FT1 11 10 9 8 7 4x8 = 4x6 = 3x4 = 4x8 = 3x4 = 9-5-8 I 1 8-5-8 1 10-6 -8 1 18 -11 -0 8.6-8 2-0-0 8-6.8 Plate Offsets (X,Y): [9:0- 3- 0,Edge] LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.81 BC 0.79 WB 0.74 (Matrix) DEFL In (loc) 1/defl Lid Vert(LL) 0.38 8-10 >594 360 Vert(TL) -0.49 8-10 >460 240 Horz(TL) -0.07 6 nia n/a PLATES GRIP MI120 249/190 Weight 87 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2 -3-0 oc purGns, except end verticals. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid celtlng directly applied or 4-0-9 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 2 -11, 5-7 1 -11 2 X 4 SYP No.2ND, 6-7 2 X 4 SYP No.2ND REACTIONS (Ib/size) 1= 1118/0-3-8, 6= 1118/0 -3-8 Max Upiift1- 685(Ioad case 2), 6=- 685(Ioad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -11 =892, 1-2=-280, 2- 3=- 4197, 3-4=- 4197, 4-5 =- 4197, 5-6 =- 280, 6-7 =892 BOT CHORD 10-11 = 2943, 9-10= 4197, 8- 9=4197, 7- 8=2943 WEBS 2 -11 =2776, 2- 10= 1308, 3-10=-290, 4-8=-290, 5-8= 1308, 5-7=-2776 NOTES 1) Wind: ASCE 7-98; 146mph; h =21ft; TCDL= 6.0psf; BCDL= 3.Opsf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 685 Ib uplift at joint 1 and 685 Ib uplift at joint 6. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard 4 2�f7 1 SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 Job 19162 -1 Truss F14 Wrype FLAT TR Qty 4 Ply 1 G.WSTRUCT: VILLAS DEL MAR 0006 -1 Job Reference (optional) DADE TRUSS CO. INC., MIAMI FLORIDA 33166 5.100 s May 30 2003 MiTek Industries, Inc. Thu Aug 21 10:42:00 2003 Page 1 41-3[4 43.10 8-5-8 10-5 -8 14-7 -8 I 18 -11 -0 19.21-4 I I 0-3-4 4-3-10 4-1 -14 2 -0-0 4-1 -14 4-3-10 0-3-4 19-5 -8 Scale = 1:34.5 I 3x6 II 5x10 = 2x4 II 2x4 II 5x10 = 3x6 II 2 3 4 5 6 us di _____________.„ 11 10 9 8 7 4x8 = 5x8 WB= 3x4 = 4x8 = 3x4 = 9-5-8 I 8-5-8 10-5 -8 18-11-0 I l 8-5.8 2-0-0 8-5-8 Plate Offsets (X,Y): [9:0-3-0,Edgel LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.83 BC 0.81 WB 0.76 (Matrix) DEFL In (Ioc) Udetl L/d Vert(LL) 0.40 8-10 >562 360 Vert(TL) -0.51 8-10 >434 240 Horz(TL) -0.08 6 n/a n/a PLATES GRIP MII20 249/190 Weight: 87 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2 -2 -1 oc purins, except end verticals. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 3 -11 -12 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 2- 11,5 -7 1 -11 2 X 4 SYP No.2ND, 6-72X4 SYP No.2ND REACTIONS (I1/size) 1= 1118/0 -3-8, 6=1118/0 -3-8 Max Upliftl=- 685(load case 2), 6= 685(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -11 =891, 1-2=-295, 2 -3=- 4318, 3-4=- 4318, 4-5=- 4318, 5-6=- 295, 6-7 =891 BOT CHORD 10- 11= 3029, 9-10= 4318, 8- 9=4318, 7- 8=3029 WEBS 2 -11 =2844, 2-10=1341, 3-10= 290, 4-8=- 290, 5-8= 1341, 5-7=-2844 NOTES 1) Wind: ASCE 7-98; 146mph; h =21ft; TCDL= 6.0psf; BCDL= 3.0psf; Category II; Exp C; enclosed;C-C interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 685 Ib uplift at joint 1 and 685 Ib uplift at joint 6. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard (wJ SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 Job 19162 -1 Truss F15 lirrype FLAT TR Qty 4 Ply 1 G.lirSTRUCT- VILLAS DEL MAR 0007 -1 Job Reference (optional) DADE TRUSS CO. INC., MIAMI FLORIDA 33166 5.100 s May 30 2003 MiTek Industries, Inc. Thu Aug 21 10:42:00 2003 Page 1 - 0+-3]4 4-2 -12 1 8-5.8 10.5.8 14-8 -4 I 18.11 -0 1 92.4 I 0-3-4 4-2 -12 4-2 -12 2 -0-0 4-2 -12 4-2-12 0-3-4 Scale = 1:34.5 19-5 -8 3x6 I I 5x10 = 2 x 4 I I 2x4 I I 5x10 = 3x6 I I 1 2 3 4 5 6 ,`� • ja it C‘ a ° ►� • • lit ►-�+'� N 7 sl ►'�.�T- _ 11 109 8 7 4x10 = 5x6 WB= 3x6 = 4x10 = 3x6 = 9-5-8 8-6-8 10-6 -8 18 -11-0 I I I 8-6-8 2-0-0 8-6-8 Plate Offsets (`X,Y): [9:0- 3- 0,Edge] LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.87 BC 0.85 WB 0.78 (Matrix) DEFL in (loc) Weil Lid Vert(LL) 0.43 8-10 >522 360 Vert(TL) -0.56 8-10 >403 240 Horz(TL) -0.08 6 n/a n/a PLATES GRIP MI120 249/190 Weight 87 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2-0-3 oc purGns, except end verticals. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 3 -10-10 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 2 -11, 5-7 1 -11 2 X 4 SYP No.2ND, 6-7 2 X 4 SYP No.2ND REACTIONS (Ib/size) 1= 1118/0- 3 -8, 6= 1118/0 -3-8 Max Upliftl=- 685(load case 2), 6=-685(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -11 =894, 1-2=-307, 2- 3=- 4486, 3-4=-4486, 4-5 =- 4486, 5-6 =- 307, 6-7 =894 BOT CHORD 10-11 = 3112, 9-10= 4486, 8-9 =4486, 7- 8=3111 WEBS 2 -11 =2913, 2 -10= 1424, 3-10= 293, 4-8=-293, 5-8= 1424, 5-7=-2913 NOTES 1) Wind: ASCE 7-98; 146mph; h =21ft; TCDL= 6.0psf; BCDL= 3.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 685 Ib uplift at joint 1 and 685 Ib uplift at joint 6. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) Standard .e. 1 7 4 difii; SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 Job 19162 -1 Truss F16 111, Type FLAT TR Qty 4 Ply 1 G.W4STRUCT. VILLAS DEL MAR 0008 -1 Job Reference {optional) DADE TRUSS CO. INC., MIAMI FLORIDA 33166 5.100 s May 30 2003 MiTek Industries, Inc. Thu Aug 21 10:42:01 2003 Page 1 -°x314 4-3-10 I 8-5-8 1 10-5.8 14.7 -8 1 1 8-11-0 1 9-2x1 1 0-3-4 4-3-10 4-1 -14 2-0-0 4-1 -14 4-3-10 0-3-4 Scale = 1:34.5 19-5 -8 3x6 11 5x12 = 2x4 11 2x4 11 5x12 = 3x6 11 1 2 3 4 5 6 ■ ■ 7. ti Y 11 109 8 7 4x10 = 5x6 WB= 3x8 = 4x10 = 3x6 = I 9-5-8 1 8-5-8 10-6 -8 18 -11-0 1 I 1 8.6.8 2-0-0 8.5.8 Plate Offsets (X,Y): [9:0- 3- 0,Edge] LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.89 BC 0.89 WB 0.81 (Matrix) DEFL in (Ioc) Udefi Ltd Vert(LL) 0.46 8-10 >486 360 Vert(TL) -0.60 8-10 >375 240 Horz(TL) -0.08 6 n/a n/a PLATES GRIP MI120 249/190 Weight: 86 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 1 -11 -3 oc purhns, except end verticals. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 3 -9-11 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at mldpt 2- 11,5 -7 1 -11 2 X 4 SYP No2ND, 6-7 2 X 4 SYP No.2ND REACTIONS (Ib/size) 1= 1118M -3-8, 6= 1118/0 -3-8 Max Upliftl=- 685(Ioad case 2), 6=- 685(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 =886, 1-2=-335, 2-3=-4640, 3-4= 4640, 4-5=- 4640, 5-6=-335, 6-7 =886 -11 BOT CHORD 10-11= 3259, 9- 10=4640, 8- 9=4640, 7- 8=3259 WEBS 2 -11 =3025, 2-10=1429, 3-10 —289, 4-8 =- 289, 5- 8=1429, 5-7=-3025 NOTES 1) Wind: ASCE 7-98; 146mph; h =21ft; TCDL= 6.0psf; BCDL= 3.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 685 Ib uplift at joint 1 and 685 lb uplift at joint 6. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard it I 44,7 v SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 Job 19162 -1 Truss F17 Type FLAT TR Qty 4 Ply 1 G.111,ISTRUCT: VILLAS DEL MAR 0009 - 1 Job Reference (optional) DADE TRUSS CO. INC., MIAMI FLORIDA 33166 5.100 s May 30 2003 MiTek Industries, Inc. Thu Aug 21 10:42:01 2003 Page 1 - 01-314 4-3-10 I 8-5-8 I 10.5 -8 14-7 -8 18-11 -0 19.214 i I 0-3-4 4-3-10 4-1 -14 2 -0-0 4-1 -14 4-3-10 0-3-4 Scale = 1:34.5 19-5 -8 3x6 II 4x12 = 4 x 4 = 2 x 4 I I 2 x 4 I I 4x12 = 3x6 II 1 2 3 4 5 6 7 3) (] ri ]5 to d CAI ,10.1"-- ■ s ■ ��r— -- - „■ b m I 12 11 10 9 8 4x12 = 3x5 = 3x5 = 4x4 = 5x12 = 9-5-8 I &5-8 10-5-8 1&11-0 I I I I 8-5-8 2 -0-0 8-5-8 Plate Offsets (X,Y): [2:0 -3- 12,0 -2- 81j6:0 -3- 12,0 -2 -8] LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 1.00 BC 0.98 WB 0.86 (Matrix) DEFL in (Ioc) 1/defl L/d Vert(LL) 0.4710 -11 >478 360 Vert(TL) -0.54 10 >412 240 Horz(TL) -0.07 7 n/a n/a PLATES GRIP MI120 249/190 Weight: 86 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2 -4-2 oc purllns, except end verticals. BOT CHORD 2 X 4 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 3-7 -9 oc bracing. 9-12 2 X 4 SYP No.1 D WEBS 1 Row at midpt 2 -12, 6-8 WEBS 2 X 4 SYP No.3 *Except* 1-12 2 X 4 SYP No.2ND, 7-8 2 X 4 SYP No.2ND REACTIONS (Ib/size) 1= 956/0 -3-8, 7= 1042/0 -3-8 Max Uplift1= 733(Ioad case 2), 7=- 707(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -12 =720, 1 -2 =-228, 2- 3=- 4195, 3-4=-4195, 4-5=- 4195, 5-6=-4195, 6-7=-347, 7 -8=807 BOT CHORD 11- 12=2972, 10-11= 4195, 9-10= 3079, 8-9 =3079 WEBS 2 -12= -2833, 2 -11= 1263, 4-11= 349, 5-10 =- 239, 6-10= 1152, 6-8=-2821 NOTES 1) Wind: ASCE 7 -98; 146mph; h =21ft; TCDL= 6.0psf; BCDL =3.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 733 Ib uplift at joint 1 and 707 Ib uplift at joint 7. 4) Gap between inside of top chord bearing and first diagonal or vertical web shatl not exceed 0.5001n. LOAD CASE(S) Standard SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 Job 19162 -1 Truss F18 Type FLATTR Qty 4 Ply 1 GJIWJSTRUCT: VILLAS DEL MAR 0010 -1 Job Reference (optional) DADE TRUSS CO. INC., MIAMI FLORIDA 33166 5.100 s May 30 2003 MiTek Industries, Inc. Thu Aug 21 10:42:02 2003 Page 1 -9-314 4 -3-10 8-5-8 10-5 -8 14-7-8 I 18 -11 -0 19-2-4 I I 0-3-4 4-3-10 4-1 -14 2 -0-0 4-1-14 4-3-10 0-3-4 Scale = 1:34.5 19-5 -8 3x6 1 1 4x12 = 4 x 8 = 2x4 I I 2 x 4 I I 4x12 = 3x8 II 1 2 3 4 5 6 7 a ]d 1 H 6� v 0111111111111111W310.-- l -•. : : - -- ...rte. ■►� ( d 1 12 11 10 9 8 5x12 = 3x6 = 3x6 = 4x6 = 5x12 = 9-5-8 I 8-6-8 10-5 -8 18-11-0 I I I I 8-5-8 2-0-0 8-5-8 Plate Offsets (X,Y): [2:0- 3- 4,0 -2 -0], [6:0- 3- 4,0 -2 -0], [8:0- 3- 4,0 -2 -8], [12:0- 3- 4,0 -2 -8] LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.82 BC 0.97 WB 0.92 (Matrix) DEFL in (loc) Udell Ud Vert(LL) 0.51 10-11 >436 360 Vert(TL) -0.59 10 >378 240 Horz(TL) -0.06 7 n/a n/a PLATES GRIP MI120 249/190 Weight: 85 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D TOP CHORD Sheathed or 2 -7 -10 oc purIlns, except end verticals. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 3-5-7 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 2 -12, 6-8 1 -122X4 SYP No.2ND, 7 -82X4 SYP No.2ND REACTIONS (Ib/size) 1= 956/0- 3 -8, 7= 1042/0 -3-8 Max Upliftl=- 733(Ioad case 2),7= 707(load case 2) FORCES (Ib) - First Load Case Only 12=709, 1- 2= 2 4534, 3-4=- 4534, 4-5=- 4534, 5-6=- 4534, 6-7=-408, 7-8 =798 TOP CHORD 1- -278, -3=- BOT CHORD 11- 12=3204, 10-11= 4534, 9-10= 3325, 8-9 =3325 WEBS 2-12=-3006, 2 -11 =1367, 4-11= 351, 5-10=-242, 6-10= 1242, 6-8=-2997 NOTES 1) Wnd: ASCE 7-98; 146mph; h =21ft; TCDL= 6.0psf; BCDL= 3.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 733 Ib uplift at joint 1 and 707 Ib uplift at joint 7. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.600in. LOAD CASE(S) Standard 4 V/5) SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 JOb 19162 -1 Truss F19 Type FLAT TR Qty 4 Ply 1 G.IJSTRUCT.- VILLAS DEL MAR 0011 -1 Job Reference (optional) DADE TRUSS CO. INC., MIAMI FLORIDA 33166 5.100 s May 30 2003 MiTek Industries, Inc. Thu Aug 21 10:42:02 2003 Page 1 - 01.3{4 4 -3-10 8-5-8 10-6 -8 14-7-6 I 18-11-0 19-2r4 I I 0-3-4 4-3-10 4-1-14 2 -0-0 4-1 -14 4-3-10 0-3-4 Scale = 1:34.5 19-5-8 3 x 6 I I 4x12 = 4 x 6 = 2 x 4 I I 2 x 4 I I 4x12 = 3x6 I I � 1 2 3 4 5 6 7 {" No ig , c" ,T I Qs _a�� Y =� d,- I 12 11 10 9 8 5x12 = 3x6 = 3x6 = 4x6 = 5x12 = 9-5-8 I 8-5.8 I 10.58 I 18-11-0 I I 8-6-8 2-0-0 8-5-8 Plate Offsets (X,Y): [2:0- 3- 4,0- 2- 0],[6:0 -3- 4,0-2- 0],[8:0 -3- 4,0-2- 8],[12:0- 3- 4,0 -2-8] LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.82 BC 0.97 WB 0.92 (Matrix) DEFL In (Ioc) Ildefl Ltd Vert(LL) 0.51 10-11 >436 360 Vert(TL) -0.59 10 >378 240 Horz(TL) -0.06 7 n/a n/a PLATES GRIP MII20 249/190 Weight: 85 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D TOP CHORD Sheathed or 2 -7 -10 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid celllng directly applied or 3-5-7 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 2 -12, 6-8 1-12 2 X 4 SYP No.2ND, 7-8 2 X 4 SYP No.2ND REACTIONS (Ib /size) 1= 956/0 -3-8, 7= 1042/0 -3-8 Max Upliftl=- 733(load case 2), 7=- 707(Ioad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 12=709, 1-2=-278, 2- 3= 4534, 3-4=- 4534, 4-5 =- 4534, 5-6=-4534, 6-7 =-408, 7 -8=798 BOT CHORD 11-12=3204, 10-11=4534, 9-10= 3325, 8-9 =3325 WEBS 2-12=-3006, 2 -11= 1367, 4-11=-351, 5-10=- 242, 6-10= 1242, 6-8= -2997 NOTES 1) Wind: ASCE 7-98; 146mph; h =21ft; TCDL= 6.Opst; BCDL =3.Opsf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 733 Ib uplift at joint 1 and 707 Ib uplift at joint 7. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 Job 19162 -1 Truss F2 Wype FLAT TR Qty 5 Ply 1 G.NISTRUCT: VILLAS DEL MAR 0012 -1 Job Reference (optional) DADE TRUSS CO. INC., MIAMI FLORIDA 33166 5.100 s May 30 2003 MiTek Industries, Inc. Thu Aug 21 10:42:03 2003 Page 1 4r3r4 4-3-10 1 8-5.8 10-5 -8 14-7 -6 18 -11 -0 11-2(4 I I 0.3.4 4-3-10 4-1-14 2 -0-0 4-1-14 4-3-10 0-3-4 19-5 -8 Scale = 1:34.5 c, 3 x 6 I I 4 x 6 = 2x4 I I 2x4 I I 4x6 = 3x6 II co l 2 3 4 5 6 r dc14 0 I 1 r ;r r T �� If 10 9 a 7 4x6 = 3x4 = 3x4 = 4x6 = 9-5-8 1 8-5-8 1 10-5-8 18-11-0 I 8-5-8 2 -0-0 8-5-8 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) Vdefl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.96 Vert(LL) 0.22 8-9 >994 360 MII20 249/190 TCDL 20.0 Lumber Increase 1.00 BC 0.86 Vert(TL) -0.30 9-10 >739 240 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) -0.05 6 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 91 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-0-11 oc puruns, except end verticals. BOT CHORD 2 X 4 SYP. No.2ND BOT CHORD Rigid ceiling directly applied or 4-2 -2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1= 111810 -3-8, 6= 1118/0 -3-8 Max Upffftl=- 685(load case 2), 6=- 685(Ioad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 10=904, 1-2=-170, 2-3=-3097, 3-4=- 3097, 4-5 =- 3097, 5-6 =- 170, 6-7 =904 BOT CHORD 9- 10=2157, 8- 9=3097, 7-8 =2157 WEBS 2 -10 -2145, 2- 9=1015, 3-9 =- 292, 4-8=- 292, 5-8 =1015, 5-7=-2145 NOTES 1) Wind: ASCE 7 -98; 146mph; h =21ft; TCDL =6.0psf; BCDL= 3.0psf; Category II; Exp C; enclosed;C -C Interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 685 Ib uplift at joint 1 and 685 Ib uplift at joint 6. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard 1 D / SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 Job 19162 -1 Truss F20 lipType FLAT TR Qty 4 Ply 1 G.tWISTRUCT: VILLAS DEL MAR 0013 -1 Job Reference (optional) DADE TRUSS GO. INC., MIAMI FLORIDA 33166 5.100 s May 30 2003 MiTek Industries, Inc. Thu Aug 21 10:42:04 2003 Pagel -q-314 4-3-10 8-5-8 10-5-8 14-7-6 I 18-11-0 19.214 0-3-4 -I I 4-3-10 4-1 -14 2-0-0 4-1-14 4-3-10 0-3-4 Scale =1:34.5 19-5 -8 { 3 x 6 II 8x14 = 4 x 6 = 2 x 4 I I 2 x 4 I I 8x14 = 3 x 8 I I co l 2 3 4 5 B 7 12 11 10 9 8 4x12 = 3x8 = 3x6 = 4x6 = 8x14 = 9-5-8 8-6-8 10.6 -8 18-11-0 I I 1 I 8-6-8 2 -0-0 8-5-8 Plate Offsets (X,Y): [2:0- 4- 4,Edge], [6:0- 4- 4,Edge1, [8:Edge,0 -3-8], [11:0- 3- 8,0 -1 -8], [12:0- 2- 4,0 -2 -0] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) Udell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.85 Vert(LL) 0.5510 -11 >407 360 MI120 249/190 TCDL 20.0 Lumber Increase 1.00 BC 0.82 Vert(TL) -0.63 10 >353 240 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) -0.07 7 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 85 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D TOP CHORD Sheathed or 2-6-9 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.1 D *Except* BOT CHORD Rigid ceiling directly applied or 3-5-7 oc bracing. 9-12 2 X 4 SYP SS WEBS 1 Row at mldpt 2 -12, 6-8 WEBS 2 X 4 SYP No.3 *Except* 1-12 2 X 4 SYP No.2ND, 7-8 2 X 4 SYP No.2ND REACTIONS (Ib/size) 1= 956/0 -3-0, 7= 1042/0 -3-0 Max Uplift1= 733(load case 2), 7 =- 707(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -12 =705, 1-2=-301, 2- 3=- 4694, 3-4=-4694, 4-5 =- 4694, 5-6 =- 4694, 6-7 =-436, 7-8 =794 BOT CHORD 11-12=3317, 10-11=4694, 9-10= 3443, 8-9 =3443 WEBS 2-12=-3092, 2 -11 =1412, 4-11= 352, 5-10=- 242, 6- 10=1283, 6-8 =4083 NOTES 1) Wind: ASCE 7 -98; 146mph; h=21ft; TCDL= 6.0psf; BCDL =3.0psf; Category 11; Exp C; enclosed;C -C interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 733 Ib uplift at joint 1 and 707 Ib uplift at joint 7. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) Standard SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 Job 19162 -1 Truss F21 -Type FLAT TR Qty 2 Ply 1 GJWISTRUCT: VILLAS DEL MAR 0014 -1 Job Reference (optional) DADE TRUSS CO. INC., MIAMI FLORIDA 33166 5.100 s May 30 2003 MiTek industries, Inc. Thu Aug 21 10:42:04 2003 Page 1 41-314 4 -3-10 8.5-8 10.6 -8 14.7 -8 18-11-0 111-21.4 0-3.4 I 1 1 4 -3-10 4-1 -14 2 -0-0 4-1 -14 4-3-10 0-3-4 Scale = 1:34.5 19-5 -8 3x9 11 5x6 = 5x6 WB= 2x4 11 2x4 I I 3x8 11 2 3 4 5 6 5x8 — 7 I I I I n ■ ` B 1c7) N a v 12 12 11 10 9 8 5x8 = 3x6 = 3x6 = 5x6 WB= 5x8 = 1 9-5-8 1 8.5-8 10.5 -8 18 -11-0 I I I 8.5-8 2-0-0 8-5.8 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) Udefl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.95 Vert(LL) 0.6210 -11 >360 360 MI120 249/190 TCDL 20.0 Lumber Increase 1.00 BC 0.90 Vert(TL) -0.71 10-11 >313 240 BCLL 0.0 Rep Stress Inc- YES WB 0.62 Horz(TL) -0.06 7 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 85 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D TOP CHORD Sheathed or 2-6-6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.1 D *Except* BOT CHORD Rigid ceiling directly applied or 3-4-5 oc bracing. 9-12 2 X 4 SYP SS WEBS 1 Row at midpt 2 -12, 6-8 WEBS 2 X 4 SYP No.2ND *Except* 2-11 2 X 4 SYP No.3, 4-11 2X4SYPNo.3 5-10 2 X 4 SYP No.3, 6-10 2 X 4 SYP No.3 REACTIONS (lb/size) 1= 956/0 -3-0, 7= 1042103-0 Max Upliftl=- 733(load case 2), 7 =- 707(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 12=660, 1-2=-418, 2 -3=- 4891, 3-4=-4891, 45=- 4891, 5-6=- 4891, 6-7= -558, 7-8 =748 BOT CHORD 11-12=3709, 10-11=4891, 9-10= 3838, 8-9 =3838 WEBS 2-12=-3351, 2 -11 =1217, 4-11=-334, 5-10=-218, 6-10= 1084, 6-8= -3341 NOTES 1) Wind: ASCE 7 -98; 146mph; h=21ft; TCDL= 6.0psf; BCDL= 3.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 733 Ib uplift at joint 1 and 707 Ib uplift at joint 7. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) Standard } / SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 Job 19162 -1 Truss F22 Type FLAT TR Qty 3 PIy 1 G.W.ISTRUCT: VILLAS DEL MAR 0015 -1 Job Reference (optional) DADE TRUSS CO. INC.. MIAMI FLORIDA 33166 5.100 s Mav 30 2003 MiTek Industries, Inc. Thu Aug 21 10:42:05 2003 Page 1 -F - I 0.3.4 4-8-8 4-8-8 6-8-8 11 -5-0 4-8-8 1 6x8 = 2x4 I I 2x4 I I 2 3 -814 0-3-4 dale =1:20.9 6x8 = 4 El 0 0 8 7 2x4 I I 5-8-8 3x4 = I 4-8-8 4-8-8 6-8-8 2 -0-0 63x4= 11 -5-0 4-8-8 5 2x4 I I Ia C N Plate Offsets (X,Y): [1:0-3-8,0-3-0], [4:0-3-8,0-3-0] LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.70 BC 0.29 WB 0.39 (Matrix) DEFL In (Ioc) Udefl Lid Vert(LL) 0.04 6-7 >999 360 Vert(TL) - 0.05 6-7 >999 240 Horz(TL) -0.02 4 n/a n/a PLATES MI120 Weight: 57 Ib GRIP 249/190 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 5-5-9 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 7 -7 -12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1= 66810 -3-8, 4= 668/0 -3-8 Max Upiiftl=- 379(Ioad case 2), 4= 379(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -8=63, 1-2=-1032, 2-3=-1032, 3-4=-1032, 4-5 =63 BOT CHORD 7 -8= 131, 6-7= 1032, 5-6 =131 WEBS 1 -7 =971, 2-7=-313, 3-6 =- 313, 4-6 =971 NOTES 1) Wind: ASCE 7 -98; 146mph; h =21ft; TCDL= 6.0psf; BCDL= 3.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 Ib uplift at joint 1 and 379 Ib uplift at joint 4. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 Job 19162 -1 Truss F23 Wrype FLAT TR Qty 3 Ply 1 G.NWISTRUCT: VILLAS DEL MAR 0016 -1 Job Reference (optional) DADE TRUSS CO. INC.. MIAMI FLORIDA 33166 5.100 s Mav 30 2003 MiTek Industries. Inc. Thu Aug 21 10:42:05 2003 Page 1 0-3.4 4-8-8 4-8-8 6-8-8 2-0-0 11 -11-8 11 -5-0 4-8-8 1 6x8 = 2 x 4 I I 2x4 II 2 3 111 -814 0-3-4 Scale 1:20.9 6x8 = 8 2 x 4 I I 5-8-8 7 3x4 = 63x4= 5 2x4 I I 4-8-8 8-8-8 11-6 -0 4-8-8 2-0-0 4-8-8 0 N Plate Offsets (X,Y): [1:0- 3-8,0- 3-0114:0- 3- 8,0 -3-0) LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Ina' YES Code FBC2001 /ANSI95 CSI TC 0.71 BC 0.30 WB 0.40 (Matrix) DEFL In (Ioc) I/defl Ud Vert(LL) 0.04 6-7 >999 360 Vert(TL) -0.05 6-7 >999 240 Horz(TL) -0.02 4 n/a n/a PLATES MI120 Weight: 57 Ib GRIP 249/190 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 5 -4-14 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 7 -6-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1= 668/0 -3-8, 4= 668/0 -3-8 Max Upliftl=- 379(load case 2), 4=- 379(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -8=63, 1-2=-1054, 2- 3=- 1054, 3-4=- 1054, 4-5 =63 BOT CHORD 7 -8= 135, 6-7= 1054, 5-6 =135 WEBS 1 -7 =987, 2-7=-313, 3-6 =- 313, 4-6 =987 NOTES 1) Wind: ASCE 7 -98; 146mph; h=21ft; TCDL= 6.0psf; BCDL= 3.0psf; Category II; Exp C; enclosed;C -C Interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water pondiing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 Ib uplift at joint 1 and 379 Ib uplift at joint 4. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASES) Standard SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 Job 19162 -1 Truss F3 Type FLAT TR Qty 5 Ply 1 G.WJSTRUCT: VILLAS DEL MAR 0017 -1 Job Reference (optional) DADE TRUSS CO. INC., MIAMI FLORIDA 33166 5.100 s May 30 2003 MiTek Industries, Inc. Thu Aug 21 10:42:06 2003 Page 1 -q-3T4 4-3-10 8-5-8 10.6.8 14-7 -8 I 18 -11 -0 19.2.4 I I 1 0-3-4 4-3-10 4-1 -14 2-0-0 4-1-14 4-3-10 0-3-4 Scale =1:34.5 19-5-8 3x8 11 4x6 =. 2x4 11 2x4 11 4x6 = 3x6 11 cs 1 2 3 4 5 6 N I 1 T I I 10 9 e 7 4x6 = 3x4 = 3x4 = 4x6 = 9-5-8 1 8-6-8 10-6 -8 18-11-0 I 1 I I 8-5-8 2 -0-0 8-6.8 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.97 Vert(LL) 0.24 8-9 >943 360 MI120 249/190 TCDL 20.0 Lumber Increase 1.00 BC 0.87 Vert(TL) - 0.32 9-10 >708 240 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) -0.06 6 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 90 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-0-1 oc purllns, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing. WEBS 2X4 SYP No.3 REACTIONS (lb/size) 1= 1118/0 -3-8, 6= 1118/0 -3-8 Max Upliftl=- 685(load case 2), 6=- 685(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -10 =903, 1-2=-177, 2-3=-3182, 3-4=- 3182, 4-5 =- 3182, 5-6=- 177, 6-7 =903 BOT CHORD 9- 10=2217, 8-9 =3182, 7 -8 =2217 WEBS 2-10=-2193, 2- 9=1039, 3-9 =- 292, 4-8=- 292, 5-8= 1039, 5-7=-2193 NOTES 1) Wind: ASCE 7 -98; 146mph; h =21ft; TCDL= 6.0psf; BCDL= 3.0psf; Category II; Exp C; enclosed;C -C Interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water podding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 685 Ib uplift at joint 1 and 685 Ib uplift at joint 6. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard n � SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 Job 19162 -1 Truss F4 illiType FLAT TR Qty 5 Ply 1 G.I JSTRUCT. VILLAS DEL MAR 0018 -1 Job Reference (optional) DADE TRUSS CO. INC., MIAMI FLORIDA 33166 5.100 s May 30 2003 MiTek Industries, Inc. Thu Aug 21 10:42:06 2003 Page 1 -°f3(4 4-3-10 8.5.8 10-5-8 14-7 -6 I 18 -11-0 1 -2.4 I I I 0-3-4 4-3-10 4-1-14 11-%-93 4-1 -14 4-3-10 0-3-4 1:34.5 Scale= 3x6 I I 4x6 = 2x4 11 2x4 11 4x6 = 3x6 11 1 2 3 4 5 6 I. -0 6 to ,a 0 k._ _ __ _ _ ., _ .. _ _ ..,‘_> _._ _ _ _ _ . _ _ _ .. --.. _ .. . _ _ _ _ _ _ _ L L______,_______10 - BEL . _. .. .._. .. _ .... ___ .. .. _ . ... _ ...__.____.,_.____‘,..„. _ _ .... - - r . . . . . ____ . .- - - . . .. . .,...,__..‘____._,. ■14 10 9 8 7 4x6 = 3x4 = 3x4 = 4x6 = 9-5-8 8.5-8 10-5 -8 18-11-0 I 1 I I 8-5-8 2 -0-0 8-5-8 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.98 Vert(LL) 0.25 8-9 >905 360 MI120 249/190 TCDL 20.0 Lumber Increase 1.00 BC 0.88 Vert(TL) - 0.33 9-10 >683 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) -0.06 6 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 90 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2 -11-8 oc purllns, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-0-13 oc bracing. WEBS 2X4SYPNo.3 REACTIONS (Ib/size) 1= 1118/0 -3-8, 6 =1118/0 -3-8 Max Uplift1- 685(load case 2), 6- 685(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 10=902, 1 -2 =-183, 2-3=-3252, 3-4=- 3252, 4-5=- 3252, 5-6=-183, 6-7 =902 BOT CHORD 9- 10=2265, 8-9 =3252, 7 -8 =2265 WEBS 2- 10= -2233, 2- 9= 1058, 3-9 =- 292, 4-8=-292, 5-8= 1058, 5-7=-2233 NOTES 1) Wind: ASCE 7 -98; 146mph; h =21ft; TCDL= 6.0psf; BCDL =3.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 685 Ib uplift at joint 1 and 685 Ib uplift at joint 6. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard I SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 Job 19162-1 Truss F5 1111FTYPe FLAT TR Qty 5 Ply 1 43.1WISTRUCT. VILLAS DEL MAR 0019 - 1 Job Reference (optional) DADE TRUSS CO. INC., MIAMI FLORIDA 33166 5.100 s May 30 2003 MiTek Industries, Inc. Thu Aug 21 10:42:06 2003 Page - 01.314 4-3-10 8-5-8 10-5 -8 14-7 -8 18-11-0 19-2r4 1 1 1 1 0(3.4 4-3-10 4-1-14 1 4-1 -14 4-3-10 0-314 Scale =1:34.5 3x6 I I 4x6 = 2x4 11 2x4 I1 4x6 = 3x6 11 co 1 2 3 4 5 6 Si --■--------. —'-'•' Ma --M-1 I? 10 9 8 7 5x6 = 3x4 = 3x4 = 5x6 = 1 9-5-8 I 8-5-8 10-5 -8 18 -11-0 1 1 8-5-8 2 -0-0 8-5-8 1 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Itdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.99 Vert(LL) 0.26 8-9 >862 360 M1120 249/190 TCDL 20.0 Lumber Increase 1.00 BC 0.90 Vert(TL) - 0.34 9-10 >655 240 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) -0.06 6 n/a Na BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 90 Ib LUMBER BRACING TOP CHORD 2X 4 SYP No.2ND TOP CHORD Sheathed or 2 -10-15 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-0-2 oc bracing. WEBS 2X4SYPNo.3 REACTIONS (Ib/size) 1 =1118!0 -3-8, 6= 111810 -3-8 Max Upiiftl=- 685(load case 2), 6 =- 685(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 10=901, 1- 2=190, 2 -3 =- 3336, 3-4=- 3336, 4-5=-3336, 5-6 =- 190, 6-7 =901 BOT CHORD 9- 1(=2324, 8-9 =3336, 7 -8 =2324 WEBS 2 -10 —2280, 2 -9= 1082, 3-9=-292, 4-8 =- 292, 5-8= 1082, 5-7=-2280 NOTES 1) Wind: ASCE 7 -98; 146mph; h =21ft; TCDL= 6.Opsf; BCDL= 3.Opsf; Category II; Exp C; enclosed;C -C Interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water pondiing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 685 Ib uplift at joint 1 and 685 Ib uplift at joint 6. 4) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard r SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 Job 19162 -1 Truss F6 Type FLAT TR Qty 5 Ply 1 G.FWSTRUCT. VILLAS DEL MAR 0020 -1 Job Reference (optional) DADE TRUSS CO. INC., MIAMI FLORIDA 33166 5.100 s May 30 2003 MiTek Industries, Inc. Thu Aug 21 10:42:07 2003 Page 1 -)1.314 4-3-10 8-5-8 I 10-5-8 14-7-8 I 18 -11 -0 1114 I 1 4-3-10 4-1-14 1499 4-1 -14 4-3-10 0-3-4 I 0-3-4 =1:34.5 { Scale 3x6 II 4 x 6 = 2 x 4 II 2x4 I I 4x6 = 3x6 11 1 2 3 4 5 6 LI 61,1 10 9 8 7 5x6 = 3x4 = 3x4 = 5x6 = 9-5-8 { { 8-5.8 10-5 -8 18-11-0 I I 1 I 8.5.8 2 -0-0 8-5.8 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) 1/defl Ud PLATES • GRIP TCLL 30.0 Plates Increase 1.00 TC 1.00 Vert(LL) 0.27 8-9 >815 360 MI120 249/190 TCDL 20.0 Lumber Increase 1.00 BC 0.91 Vert(TL) - 0.36 9-10 >623 240 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) -0.06 6 n/a nta BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Welght: 89 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2 -10-3 oc purins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-11 -5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1= 1118/0- 3 -8, 6= 1118/0 -3-8 Max Uplift1=- 685(Ioad case 2), 6=- 685(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 10=900, 1-2=-199, 2-3=-3435, 3-4=- 3435, 4-5=- 3435, 5-6=-199, 6-7 =900 BOT CHORD 9- 10=2393, 8-9 =3435, 7-8 =2393 WEBS 2-10=-2336, 2 -9= 1109, 3-9= 292, 4-8=- 292, 5-8= 1109, 5-7=-2336 NOTES 1) Wind: ASCE 7 -98; 146mph; h =21ft; TCDL= 6.0psf; BCDL= 3.0psf; Category 11; Exp C; enclosed;C -C Interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 685 Ib uplift at joint 1 and 685 Ib uplift at joint 6. 4) Gap between inside of top chord bearing and first diagonal or vertical web shad not exceed 0.500in. LOAD CASE(S) Standard ~ VV SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 Job 19162 -1 Truss F7 I "Type FLATTR Qty 5 Ply 1 G.rWlSTRUCT. VILLAS DEL MAR 0021 -1 Job Reference (optional) DADE TRUSS CO. INC., MIAMI FLORIDA 33166 5.100 s May 30 2003 MiTek Industries, Inc. Thu Aug 21 10:42:07 2003 4+-3x4 4 -3-10 8-5-8 10-5 -8 14-7 -6 18-11-0 19-2/4 Page = 1:34.5 ibl 1 I I I 0-3-4 4-3-10 4-1-14 2 -0-0 4-1 -14 4-3-10 0-3-4 19-5 -8 (Scale 3x6 I I 4 x 6 = 2 x 4 I I 2x4 II 4x6 = 3x6 II co 1 2 3 4 5 6 10 9 8 7 5x6 = 3x4 = 3x4 = 5x6 = 9-5-8 8-5-8 10-5 -8 18 -11-0 I I I 8-5-8 2 -0-0 8-5-8 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) Udell L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.70 Vert(LL) 0.29 8-9 >779 360 MI120 249/190 TCDL 20.0 Lumber Increase 1.00 BC 0.93 Vert(TL) -0.37 9-10 >598 240 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) -0.06 6 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 89 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2 -9-10 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3 -10-10 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1 -102X4 SYP No.2ND, 6-72X4 SYP No.2ND REACTIONS (Ib/size) 1= 1118/0 -3-8, 6= 1118/0 -3-8 Max Upliftl=- 685(load case 2), 6 =- 685(Ioad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 10=899, 1 -2 =-207, 2- 3=- 3516, 3-4=- 3516, 4-5 -3516, 5-6=-207, 6-7 =899 BOT CHORD 9-10= 2450, 8-9 =3516, 7 -8 =2450 WEBS 2 -10 =2382, 2 -9= 1132, 3-9=- 292, 4-8=- 292, 5-8= 1132, 5-7=-2382 NOTES 1) Wind: ASCE 7 -98; 146mph; h =21ft; TCDL =6.0psf; BCDL =3.Opsf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 685 Ib uplift at joint 1 and 685 Ib uplift at joint 6. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 Job 19162 -1 Truss F8 WType FLAT TR Qty 5 Ply 1 GiW1STRUCT. VILLAS DEL MAR 0022 -1 Job Reference (optional) DADE TRUSS CO. INC., MIAMI FLORIDA 33166 5.100 s May 30 2003 MiTek Industries, Inc. Thu Aug 21 10:42:08 2003 Page -0314 4-3-10 I. 8-5-8 10-5 -8 14.7 -8 18-11-0 19.2.4 1 I I I 0-3-4 4-3-10 4-1 -14 2-0-0 4-1 -14 4-3-10 0-3-4 Scale =1:34.5 19-5-8 3 x 6 I I 4x6 = 2x4 II 2x4 II 4x6 = 3x6 I I u� 1 2 3 4 5 6 r b M f I Ia htr : iii 10 9 8 7 5x6 = 3x4 = 3x4 = 5x6 = 9-5-8 I I 8-5-8 10-6 -8 18-11-0 I I I I 8-5-8 2-0-0 8-5-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.71 Vert(LL) 0.30 8-9 >738 360 MI120 249/190 TCDL 20.0 Lumber Increase 1.00 BC 0.94 Vert(TL) -0.39 7-8 >570 240 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) -0.06 6 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 89 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2-8-15 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-9-14 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-10 2 X 4 SYP No.2ND, 6-7 2 X 4 SYP No.2ND REACTIONS (lb/size) 1= 1118/0 -3-8, 6=1118/0-3-8 Max Upliftl=- 685(load case 2), 6= 685(loaad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -10 =897, 1-2=-216, 2-3=-3614, 3-4= 3614, 4-5=-3614, 5-6=- 216, 6-7 =897 BOT CHORD 9-10= 2518, 8-9 =3614, 7- 8=2518 WEBS 2 -10 =2437, 2- 9= 1160, 3-0=-292, 4-8=-292, 5-8= 1160, 5-7=-2437 NOTES 1) Wind: ASCE 7-98; 146mph; h =21ft; TCDL= 6.0psf; BCDL= 3.Opsf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 685 Ib uplift at joint 1 and 685 Ib uplift at joint 6. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 Job 19162 -1 Truss F9 lipType FLAT TR Qty 5 Ply 1 G.t .ISTRUCT: VILLAS DEL MAR 0023 -1 Job Reference (optional) DADE TRUSS CO. INC., MIAMI FLORIDA 33166 5.100 s May 30 2003 MiTek Industries, Inc. Thu Aug 21 10:42:08 2003 Page 1 - 01-314 4-3.10 8-5-8 10-5-8 14-7 -8 I 18-11-0 1 t2t4 I I 0-3-4 4-3-10 4-1 -14 2-0-0 4-1 -14 4-3-10 0-3-4 Scale = 1:34.5 19-5 -8 3 x 6 II 4 x 8 = 2 x 4 I I 2 x 4 1 1 4 x 8 = 3 x 6 I I 1 2 3 4 5 6 I j61"11:- I I I 10 9 8 7 5x6 = 3x4 = 3x4 = 5x6 = 9-5-8 I 8-5-8 I 10-5-8 I 18 -11-0 I I 8-5-8 2-0-0 8-5-8 LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.73 BC 0.96 WB 0.97 (Matrix) DEFL in (lox) 1/defl Lid Vert(LL) 0.32 8-9 >694 360 Vert(TL) -0.42 7-8 >538 240 Horz(TL) -0.07 6 Na n/a PLATES GRIP MII20 249/190 Weight: 88 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2-8-3 oc purins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-9-1 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-10 2 X 4 SYP No.2ND, 6-7 2 X 4 SYP No.2ND REACTIONS (Ib/size) 1 =1118/0 -3-8, 6= 111W0-3-8 Max Upllftl=- 685(load case 2), 6 =- 685(Ioad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 10=896, 1-2=-227, 2 -3 =- 3730, 3-4=- 3730, 4-5=-3730, 5-6- 227, 6-7 =896 BOT CHORD 9-10= 2600, 8-9 =3730, 7 -8 =2600 WEBS 2-10=-2503, 2 -9= 1193, 3-9 =- 292, 4-8=- 292, 5-8= 1193, 5-7 -2503 NOTES 1) Wind: ASCE 7 -98; 146mph; h =21ft; TCDL= 6.0psf; BCDL =3.Opsf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ',aiding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 685 Ib uplift at Joint 1 and 685 Ib uplift at joint 6. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard 14 A CAPA/t' SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939- 6401 NW. 74 AVE. MIAMI FL 33166 Job 19162 -1 Truss M1 Type MONO TR Qty 18 Ply 1 G.111.VSTRUCT: VILLAS DEL MAR 0024 -1 Job Reference (optional) DADE TRUSS CO. INC., MIAMI FLORIDA 33166 5.100 s Mav 30 2003 MiTek Industries. Inc. Thu Aua 21 10:42:09 2003. Pace 1 4-9-0 4-9-0 3x4 = Scale: 3/4' =1' LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.24 BC 0.13 WB 0.13 (Matrix) DEFL in (Ioc) Vdefl Ud Vert(LL) 0.01 1 >999 360 Vert(TL) -0.03 1 -5 >999 240 Horz(TL) 0.00 n/a n/a PLATES MI120 Weight 23 Ib GRIP 249/190 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 5= 189/0-3-0, 3 =376/0 -3-0 Max Horz5 =- 452(Ioad case 1), 3 =452(load case 1) Max Uplft5 =- 159(ioad case 2), 3= 251(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2=319, 2 -3= 554, 3-4=-14 BOT CHORD 1 -5= -211 WEBS 2 -5= 281, 3-5 =0 BRACING TOP CHORD Sheathed or 4-9-0 oc purllns. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES 1) Wind: ASCE 7 -98; 146mph; h =21ft; TCDL= 6.0psf; BCDL= 3.0psf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 Ib uplift at joint 5 and 251 Ib uplift at joint 3. 3) Non Standard bearing condition. Review required. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 Job 19162 -1 Truss M1A fype MONO TR Qty 12 Ply 1 G.1.11STRUCT: VILLAS DEL MAR 0025 -1 Job Reference {optional) DADE TRUSS CO. INC.. MIAMI FLORIDA 33166 5.100 s Mav 30 2003 MiTek Industries. Inc. Thu Aua 21 10:42:09 2003 Paae 1 0-7-0 2-4-8 0-7-0 1-9-8 4-9-0 2-4-8 0-* _ 0-4-0 4-2-0 Scale: 3/4' =1' LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.20 BC 0.21 WB 0.13 (Matrix) DEFL in (loc) Udell Lid Vert(LL) 0.01 1 -5 >999 360 Vert(TL) -0.03 1 -5 >999 240 Horz(TL) -0.00 4 n/a n/a PLATES MI120 Weight 19 Ib GRIP 249/190 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2X4 SYP No.3 BRACING TOP CHORD Sheathed or 4-9-0 oc purllns. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (lb/size) 1= 258/0 -8-0, 3= 101/0 -3-0, 4= 157/0 -3-0 Max Horz1= 274(load case 2) Max Upliftl=- 88(Ioad case 2), 3=- 118(Ioad case 2), 4= 145(Ioad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -264, 2 -3 =39 BOT CHORD 1- 5=191, 4-5 =0 WEBS 2 -5= -227 NOTES 1) Wind: ASCE 7 -98; 146mph; h =21ft; TCDL= 6.0psf; BCDL= 3.Opsf; Category II; Exp C; enclosed;C -C interior zone;Lumber DOL =1.00 plate grip DOL =1.00. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 Ib uplift at joint 1,118 Ib uplift at joint 3 and 145 Ib uplift at joint 4. 3) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASES) Standard ra,.a ,33 SALVADOR A JURADO P.E. STATE OF FLORIDA REG. NO 19939 - 6401 NW. 74 AVE. MIAMI FL 33166 *cm `Salu><aantha qugay :aig(I pa rap►saoa aq of sr palou ,Cl.reala ;ou man trans £Iro ntopgraplsuoa aTo loofas wads animal of Jap.ro uI sSutMe.i( dogs asagl al palgSgt{fiiq pug pa;ou Al.1Bala aq lsnw (uorinlllsgns posodoad .ro) sluawnooc laWiluo0 ag; wag uo2Blnap Any paooag }o 3/H aql ;o uolluallt: agl of lg3noaq aq;snw siltuttWQ dogs asaq; 3o uollp.rsdaid agl duunp sluownooQ los.[;uo0 agl ur punoj loll;uoa,tuy 'sapral its 3o uopu Ipio0:) pub'sass000id uonsorrgs3 o; ilalos sutolaad lryl uollswaoJut .ro3 :uollonalsuoo 3o spoglaw pus susaw .10 `ails qof aq; is palslauoo pus pawa!luo:) aq 01 suolsuawrp io3 alglsuodsar sr .Iolos.rluo0 s2urMSa( lrantanaos ogl ul uanl9 ulluw.rojur agl gleti aoungdwoa pu r l ,afoad cup 3o 1d,-)Duo: a isop agl till& aouswaoJuo:i .to3 6luo st 2uoloatlo .^ 7(15321 �' 3SIA�1 ❑ SDNIMV&I NI S3.LOAI 30 ❑ •A INO.Ld30NO3 NDIS311 " "r, `Tr." frIAO2IddV �b' QEM3IA32I ❑ Zfs&EV & AFPt.OVED i )R CONit.LIANCE WITII THE • IGN CONCEPT ONLY. ❑ SEE NOTES IN DRAWINGS ❑ REVISE & RESUBMIT Checking is only for conformance with the design concept of the project and compliance with the informatin given in the Structural Drawings Contractor is responsible for dimensions to be confirmed and correlated at the job site, for means and methods of construction: for information that pertains solely to fabrication processes, and coordination of all trades. Any conflict found in the Contract Documents during the preparation of these Shop Drawings must be brought to the attention of the A/E of Record. Any deviation from the Contract Documents (or proposed substitution) must b3 ci arly noted and highlighted in these Shop Drawings in order to receive i specific consideration. Any such item not clearly noted is to be considered Date: i Z 574 a Arbab Engineering, Inc. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspectio ' equest _ \ r) 9\ Date � ∎• b y ■-- T e nsp 1 Permit o % me _ lIIL Address Company ) j Phone # 3 -- S7;- I C Inspection Date b--C l 0 O Approved , � � - �� . � / Correction ❑ Re- Insp'n Fee ❑ PERMIT APPLICATION Master Permit No. BP 1 _0o3 -'1E1 Subsidiary Permit INSTRUCTIONS - The following steps must ire taken 10 obtain a permit from the ,Miami Shores Village: Step I. Complete the anarhed permit application which mnst be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit_the complettxl tpniicatiott with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: 1271 - 1289 NE 105th Street Miami Shores Florida 33138 Address Apt. City State ZIP Folio Number 11- 22 -32- 027 -0010 Description of Work Construction of 10 Townhome units Lot A, A -1, A -2, A -3 Block T- 3 T U ff ' 01 - a '/- Subdivision ANCO PB 53 PG 54 Zoning ' Linear Feet Current Use of Property Vacant Square Feet Units 10 Floors 2 Proposed Use of Property Value of WorkoZr/rSpo — Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT . NalmeROGER PIPER License NoAR 13039/FL Address 20100 NE 21ST AVE., N.MIAMI BEACH, FL 33179 ]b1eplmnn305) 932 -5200 Fax (305) 932 -0025 PROPERTY OWN9RTN: BRIAN SCHEINBLUM Naw LLAGE DEL MAR DEVELOPMENT GROUP, LLC Address 1655 NE 115TH ST. # 12, MIAMI, FL 33181 Hume Telephone.- 965 -5893 Business Telephone_ 05) 981 -4702 Fes (305) 675 -9221 TYPE OF MANAGEMENT (✓ ) New Construction License No. Enclosure Telephone Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name CA C D 51 8314 License No. 7q12- UI L (' 4 sf' A d d r e s s /4/4L r Fie 33 I (,, Telephone(3g ) 5eil2 " (1 35Fax (30� �01 572- 438e) Qualifier Name /p dew r l�ts d ! Jxa[► y Page 2 PERMIT APPLICATION I M PI)R'i'ANT N() I1(P 1 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED 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 MAINTAINED LN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWAI.FS MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR 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. 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. ............. ............................... ... ............................... Al' I1)AVIT - Please react carat' 1 y. 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. 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 horn 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 $2500 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 Cotnmencetnent must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA. COUNTY OF MIAMI -DADE Si re of Owner avian e ieinlUu n Print Name jj Sworn to and subscribed before me this 3(��Q_ day of Signature of No Public - Stag of Flora SEAL: 4y1YP„ , Luvyanka Sequeira �• ' ' `- Commission #DD219113 � , Expires: Jun 02, 2007 '; u,ii.�' : Bonded Thou ,,,no' antic Bonding Co,. Inc. Personally known V OR, Produced Identification Type of Identification Produced: STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Contractor / Qualifier Print Name ' •om t utd subscribed before me this 3rci day of a(_ _- Signature of Votary Public - State of ,l' rida SEAL: Luvyanka Sequeira Ot�RY AVB s: Commission #DD219113 NA:41 Expires: Jun 02, 2007 DL Personally knoiC tti Identification f :,1t I1 Co - r -50- �3�1`S'Q Type of Identification Produced: Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. EITC; N. Pi ; 1)1 11'1'1 Minimum Fee Dryer A/C Central 1-3 Ton Fan AJC Central 4-7 Ton Fire Pump Outlet, Switch Service Repair Service, Temporary Signs Outlet, Appliance Outlet, Wall A/C Central 8-15 Ton Fixture - Fluorescent Oven A/C Central 16-20 Ton AIC Central 20+ Ton A/C Window Fixture Light Parking Lot Lights Space Heater (kw) Spas/Hot Tubs Flood Lights FPL - Load Central Air Conditioners Garbage Disposal Plugmold/Strip Posts Range/Range Top Subfeeds, No. of Amps Swim Pool, Commercial Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Deep Freezer Demolition Dishwasher Low-volt, Burglar Low-volt, Fire Low-volt. Intercom/Teleph. Refrigerator, Domestic Renew - Temp Service Temp for Test - 30 days Repair Circuits Low-volt, Television Service, Number of Amps MECI1ANIC t PE I V, 'r 1'1., Q N, Minimum Fee A/C Central, Tons A/C Wall/Win. Tons Condensate Dram /0 Cooling Tower Dryer Vents, Number of 1 )(PE /o Generator Q't: Y. Ty P )111. Heating Strips, each AT) Paint Booth /0 Refrigeration, Tons Vent Hood, Cost Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Bath Fan-Vented, # Fireplaces, Number of Pressure Vessel LA/C Condensate Bath Tub Bidet Cap - Fixture ()TY, '1:YPE: cyl Drains, Roof Drinking Fountain Filter Replace Miscellaneous Fixture Miscellaneous Repairs Pool Piping Soakage Pit Solar Water Heater Sprinkler Repair Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Catch Basin Gas - Natural Gas - Propane Pump, Fire Stand Pump, Re-circulate Clothes Washer Gas Piping Dental Chair Grease Trap Pump, Replace - Pool - Pump, Sprinkler Temporary Toilet Temporary Water Closet Urinal Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Disposal Indirect Wastes Interceptor Relay Repair Roof Inlet Vacuum Pump Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" 71le/Res. Lavatory Septic Mink Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re-pipe Drains, Floor Drains, French Minimum Fee Miscellaneous Equipment Shower Sink Water Service Well, Supply RECEIVED AND REVIEWED BY: DATE: Page 4 PERMIT APPLICATION OFFICE USE ONLY ( III( IN.L I U OWNER - BUILDER FORM (Attach) U FIRE DEPARTMENT APPROVAL (Commercial / mufti-family) U CONCURRENCY (New Construction) LI OTHER (Specify &. Attach) ci PROOF OF OWNERSHIP (Attach) 3 HRS DERM APPROVAL (Septic / Sewer) 3 IMPACT FRP (New Construction) LI OTHER (Specify & Attach) U CONDO ASSOCIATION APPROVAL (Attach) ▪ B PR APPROVAL (Restaurants) U CONTRACTOR REGISTRATION (On File) PF:RNIIT - $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement. Fine Zoning Review Notary $ ieiNvoC(420t (sq.ft. = x/10.00 x 0.60) (0.005/sq.R.) (0.01/sci.ft.) TOTAL REVIEWED AND PREPARED BY: DATE: SECTION BY DATE, Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official e()NDITION t/l,"11)PR()V11 Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795-2207 • FAX (305) 756-8972 • http://www.miamishoresvillage.com nrfoz /teas 14:15 4b4 -9d9-4706 TECHNICAL GUIDE SPLIT. SYSTEM AiR CONDITIONERS 12 SEER MODELS: AC018X12* THRU 060 (1.5 THRU 5 NOMINAL TONS, 1 PH) 04 �n a OM whoa aWNYaymem zernesittentslored.sboo In conformity ISoeorn. c LISTED .may- YORK INTERNATIONAL PAGE 01 US Due to continuous product improvement, specifications are subs to change without optics. Visit us on the web at www.york.00m for the most up- to-dato technical information. Additional rating InforMatfon can be found at www.ariprimenet org. 038.21100.004 Rev. B (0203) DESCRIPTION The 12 SEER Series condensing unit le the outdoor part of a versatile system of air conditioning. It is designed to be custom - matched with one of UPG's complete line of evaporator sections, each designed to serve a specific function. Matching Air Handlers are available for upflow, downflow or horizontal applica- tions to provide a complete system. Electric Heaters are available If required. Add -On coils are available for use with upflow, downflow or horizontal furnaces and air handlers. WARRANTY f gear Jlmlted parts warranty. 6-year limited compressor warranty. FEATURES • QUALITY CONDENSER COILS - The coil is constructed of enhanced copper tube and aluminum fins. • COIL PROTECTION • Cells are protected from damage by a polymer mesh applied between the coil face, and a PVC coated steel coil guard. • PROTECTED COMPRESSOR - The compressor le Inter- nally protected against high pressure and temperature. This is accomplished by the simultaneous operation of high pressure relief valve and a temperature sensor which protects the compressor If undesirable operating condi- tions occur. A liquid line filter -drier further protects the compressor. • DURABLE FINISH - The cabinet le made of pre - painted steel. The pre-treated galvanized steel provides a better paint to eteel bond, which resists corrosion and rust creep. Special primer formulas and matted textured desert sand finish insure less fading when exposed to sunlight. • LOWER INSTALLED COST - Installation time and costs are reduced by easy power and control wiring connec- tions. PIscharge line heat exchanger knockouts are pro- vided, If required. Available in sweat connect models only. The unit contains enough refrigerant for matching Indoor colts and 15 feet of Interconnecting piping. The small base dimension means less space le required on the ground or roof. • TOP DISCHARGE - The warm air from the top mounted fan Is blown up away from the structure and any landscap- ing. This allows compact location on multi-unit applies, bone. • LOW OPERATING SOUND LEVEL • The upward air flow carries the normal operating noise up away from the living area. The rigid top panel effectively isolates any motor sound. Isolator mounted compressor and the rippled One of the condenser coil muffle the normal fan motor and compressor operating sounds. • LOW MAINTENANCE - Long life permanently lubricated motor-bearings need no annual servicing. • EASY SERVICE ACCESS - Furry exposed refrigerant con - nectione, a single panel covering the electrical controls and the molex plug In the control box connecting the con- denser fan, make for easy servicing of the unit • SECURED SERVICE VALVES - Secured re- usable ser- vice valves are provided on both the liquid and vapor sweat connections for ease of evacuating and charging. • U.L. and C.U.L. listed • approved for outdoor application. Certified in accordance with the unitary Small Equipment cer- tifioation program, which Is based on ARI Standard 2101240. NIEMMIZERSOMEMEMOMEISEERIMMIEMEIME CI e / uc, GIOCJJ 1 4: G0 bC4— vii-4 It7b 03&21106-004 Rev, B {0203) Physical and Electrical Data VOW INTERNATIONAL PAGE 02 MODEL AC018 %1222IACO24%12221AC0.30X1222 AC038X1222 AC042X1221 AC048X1222 AC060X1223 Unit Supply Voltage 208/230 — 1— 80 Normal iloltage Range' 187 to 252 Minimum Citeuit Ampatdty 10.1 15 T 14.1 25 16.8 23 19.7 1 30 28.2 46 28.5 50 37,4 80 Max. ovaraunant t?avioe Amps a CarrtpressorTifpes Realp Inertia Recip Raolp scroll° Rasip Scroll° Compressor Amps Crankcase Rated Load 7.7 10,9 12.8 143 19.9 21.8 28.8 Looked Rotor 48 60 68 .r 118 108 109 Heater Fan Motor No No No Yee No No No Rated Load Fan Diameter Inches emeter In 22 22 +22 22 22 Fan Motor Raid HP 1/12 1112 1 /15 , Nominal RPM 1.100 _ 850 8 ; , :. 850 Naminal CPM 2,000 2,000 2,300 3,300 3,300 3,300 3,400 Coll Face Area Sq. FL 12.58 12.58 16.72 16.72 17.03 19.85 2s.sa Rows Deep 1 1 1 1 1 11111111111 cT Fin / InCRea 18 18 18 18 18 18 Liquid Lino OD 3/8 3/8 11111a111 3/8 3/8 3/8 Vapor Una OD 3/4 718 Unit Charge (Lbs. - OZ.) 4 4.9 7 - 7 ; 0 Charge Per Foot, Oz. 0.88 0.68 0.50 , ; 0 0.70 + Weight Lbs. 144 190 190 1 Rated In accordance wi8t ARI �ertde r8119, uidtEatlOfl rangy °A A. 2 Duet element fusee or HACA Smolt breaker. 3 pa sarong ttsed wtth a supereaript °• are 9rdetol scrope. All ewes Nam with a supersmipt "C" am Capatand ereoke. 4 The Untt Cheep is must for the ouldser rerp, matched Indoor carp and 16 feet of refrigerant tubing. For tubing Iengthe other than i6 feet, add Or sub- tract the amount of refrisenutt, ueingete sifterence In length mutdplled by the per toot value. 2 All dimensions are In inches. They are subject to change without notice. Certified dimensions will be provided upon request. DIMENSIONS -1 Phase U MODEI. • I . , t : ONg (INONES) IG NT C • N UNE SIZE A11 C Liquid Vapor 015 25 35 23 3/8' 314" 024 38 +ic 042�i 7/57' !�� 060 39 37 27 1 Including Fan Guard. Unitary Products Group JUJ'- *f GO YUNK IN 1 tr<IVA 1 IUIVHL Additional R -22 Cho el Orifice Size for Various Matched Spate t'Al7t L1.1 038.21108004 Rev. 8 (0203) Outdoor Unit AC018X1222 ACO24X1222 AC030X1222 AC036X1222 AC042X1221 AC048X1222 AC080X1223 unit O4flca (s) 53 59 83 73 78 87 - Faotory R -22 Charge, Ibs -oz, 4- 9 4.7 5- 8 5- 3 8.13 7- 7 9- 0 Indoor ea Cop Office 2 Orlflae or TXV Kit 2 - Additional Charge Oz. G2FD024(8,H)14,17 81 + 5 _59 + 3 - - - 701 +3 701 +3 - - - - - tt�2FD03D(8,W)i7 85 53 + 6 59 + 6 83 +4 - - - - 701 +6 701 +6 701 +4 - - - - 32FD035 {S,H)14 65 53 + 8 58 + 6 63 + 4 73 + 0 •- - - . 701 +8. 701 +8 701 +4 702 +0 - - - G2FD038(S,H)17 7B 59 +10 63 +$ 72 +6 - _ _ - 701 +10 701 +8 702 +6 - - - 132FD036(8,H)21 78 - 63 +11 73 +$ - - - - - 701 +11 702 +8 - - - i�2FD042(S,H)21 78 - $3 + 14 73 + 12 78 + 0 - - - - 701+14 702 +12 702 +0 - - G2FD048(S,H)1T 7$ -_ - 63 +16 73 +12 78 +0 87 +0 - - - 701 + 16 702 + 12 702 + 0 703 + 0 - G2FD048(8,W�1,24 84 - -' - 73 + 16 78 + 10 87 + 11 - - - - 702 + 16 702 + 10 • 703 + 11 - G2FD080(8,H)24 90 - '- - - - 87+ 15 - - . . - - - �- 703 + 15 703 + 20 G2FD081 H24 90 - - - - - 87 + 19 - ^ - - - - 703 +19 703 +28 G1 HD024 59 53 + 5 59 + 4 - - - - - 701 +5 701 +4 - - - .. .. G1 H0038 89 - 89'+ 13 63 + 11 73 + 7 - - - ^ 701 +13 701 +11 702 +7 - - - Gt1WD048 81 - - - 73 +13 78 +3 87 +4 - - - - 702 +13 702+3 703 +4 - G1140080 93 - - - - 87 + 12 - - - - - - 703 + 12 703+20 GI FA/G1UA024814,17 59 53 +0 89+0 - - - - 701 +0 701 +0 - - - - G1FA/G1UA030814 68 - 89 +3 83 +0 - - _ - - 701 + 3 • 701 + 0 •- .- -.� - {31 FA/G1UA038814 73 - $8 + $ 83 + 8 73 + 8 - - _ - 701 +8 701 +8 702 +3 - - --- - - - 01 FA/G1 UA038817,21 73 5$ + 8 83 + 4 73 + 0 - - - 701 +8 701 +4 702 +0 - - - G1FA/01uA048817 54 -.... ,. - $3+1$ 73 +13 T8 +0 87 +0 - - 701.16 702.13 702 +0 a 703 +0 - i#1FA/Id1UA0489d1 84 - - 63+18 73+9 78 +7 87 +8 - ^ 701 + 18 702 + 9 702 + 7 703 + 8 .. G1FA/G1UA080S21,24 90 - - - - 78 +18 57 +15 - - - - - 702 +18 703+15 703 +20 G1 NA030817K t}3 53 + 6 59 + 6 63 + 4 - - - - 701 + 8 701 + 8 701 + 4 - - - ., 01NA030321M 78 53 +6 59 +6 63 +4 - - - •, - - 701 +8 701+6 701 +4 - - - .- 01 NA038S17L ,......r...... 6t3 —_.- 63 + 15 73 + 12 - - - - - 701 + 15 702 + 12 - - - ti1NA046S210 76 - - - 73 +12 78 +0 67 +0 703 +0 - - - - 702+12 702+0 Unitary Products Group 3 b (f b2 /2tJU4 13:25 954 - 989 -4706 036.21106,004 Rev. S (0203) YORK INTERNATIONAL Additional R-2 Charge 1 Orifice Shoo for Various Matched Systems (Contin PAGE 04 Outdoor Unit A0018X1222 ACO24X1222 AC030)(1222 AC036X1222 AC042X1221 AC048X1222 AC060X1223 Unit Oritiaa (e)1 53 69 83 73 78 87 - FacmryR- 22 Charge, I� -oz, 4.9 4- 7 5- 8 5.8 6 -13 7- 7 9- 0 indoor Coil Coil Orifice z Kilos orTXV Kit 2 - Additional Charge, Oz. b1 NA048924P 63 - - 73 + 13 78 + 2 87 + 1 - - - - 702 +13 702 +2 703 +1 - 01NA060824T 78 - "' - - - - - _ - - - - 703 +12 t31NF024SOF 83 - - - - - b1 NF03890F 67 - 69 + 12 e3 + 0 73 + 7 - - - -. 701 +12 701 +0 702 +7 - - - 131NF048SOF 78 - - 78 +21 57 +8- - - - - - 702 +21 703+6 -- G1 NF08094F 87 - - 87 + 18 - - - - - 703+ 18 703+0 F2RP024N08 61 53.4 59 + 4 _ - - - - -� 701 +4 701 +4 69 + 6 - 53 . 4 - - - - - - - ""'i'� °�" - F2RP030NOf3 65 •- - 701 +6 701 +4 -. ., - - F2RP03tiN06 75 -' - 63 + 4 73 + 8 - - - - 701 + 4 702 + 0 - - - F2RP042N08 78 - - - 73 + 13 78 + 0 -. - - ^ - 702 +13 702 +0 - - F2FP048N06 84 - - - 73 + 16 78+ 10 87 + 11 - - - - 702+16 702+10 703 +11 - F2FP060N06 90 - - - - - - 67 + 16 - -, - - - - 703 + 16 703 + 20 -_ 1. These cdflcaa are factory mounted Intro flaw canard device of each Indoor coil end muet be removed for TXV InalBIIatlon. 2. A TXY kft must be used withh These colts to obtain system performance. (701,702,703 tad* 1TV07 8. Systems matched with furrier or tor handers not equippetl w18 blower.o f de aye, may require b141lrer Tfma 0e1ey 1'2.18818At3011. PROCEDURES: 4 1. Una fairy charge listed on the unit nameplate includes refrigerant for the condenser, the smallest evaporator and for 16 feet of Interconnecting fine tubing. 2. Verify the *Moe size and addidbnai charge required for spselflo evaporator Cott in the system using the above fable. 3. Additional charge for the amount of interconnecting Iiie tubing greater than 15 feet at the rate specified In the table above. 4. Permanently mark the unit narneptate with the fatal system charge. Total System Charge Base Charge (as shipped) + adder for evaporator + adder for line set, a. If the orifice In the evaporator was changed, verify the evaporator nameplate has been marked with the Correct orifice size. Unitary Products Group 07/02/2003 13:25 954 - 989 -4705 COOLING CAPACITY = With Alr Handler Coils YORK INTERNATIONAL PAGE 05 030.21108 -004 Rev. 8 (0203) UNIT MODEL AIR HANDLER -'-` MODEL 12 SEER AC WE r114414 C6O1JNO MODEL ELEC'TRIC2 HEAT KW W 1 PH RATE D CFM /ONO TOTAL CAPACITY SENSIBLE CAPACITY SEER W10 IV BEER WITH •tea EER • 00 1 r I` i t�fit ? $ 2,5,8,10 17 17 62FD024(8,ii)17 000 G2FO024(S,H)17 =r+ 19.8 � MON 189 12.80 12.00 12.50 ++ 11.60 , ACt72$X1222 2�,y6�,8,10 T, iMVAlO 6,11)17 780 Y.0 17.3 1 12.00 1 .10 AC030Xt222 N1AHB1208 Ili Z /d�(:1'F;+•IIIMMELV011illaille f =in I'M ill" N - .: 2,5,8,10 8,8,10.18,1 02F13030$6,11)17 •:,rc :. 1000 30,0 21,8 12.01) 12.00 11.00 , a IlliaL1011111U1111 ta 21.8 22.3 . I 1225 1.50 11.20 10.70 AC038X1222 [cY `'' +r ! r;�t a.Jai 8,8,10, 8,19 [cy. •i +_aTr' 7gf'1'F7 •,, a 400 irT; +)• 24,4 29,3 12.00 1 +, i ;rr - 10.80 1080 AC042X1221 N1AHC1605 8.8,10,18.20 N1AHC1W8 8,8,10,18,10 or. ,+ :: 1400 30.8 1240 - 10.76 AC048X1222 N1AHC1808 8,8,10,18 + c' +. . r (5•11)24 : 8 r 0 1220 1 . I, 1-I? N1A1102008 9,10,15,20,26,30 at2F130:;• r • 48.0 3E4 12,60 12.0 11.10 N1AHD2008 8,10,15,20,200 24 crr.051H24 1578 484 34 12.60 12.60 '+1 AC080x1223 AHD200S 8,10,16,20,28,30 24 '4 : „;,_,, 800 57.6 2.0 - r" 10.40 N1AHD28 8,10,18,25,25,90 24 G2F0081H24 1860 58.0 49.2 - 12.00 10.46 1 PH 12 BEER AC 1 F2RP / RC 1 PC4,5 AC018X1222 h2. ;r; .r :,10 8 - .' ++ % +.0 1:. >rT, 2;+ 1. F2RF/F2FFIA4 5,8,10 18 - 800 20.0 12.2 12.80 12.0T 11.70 10.85 ACO24X1222 F2R01F2FCO24 5,8,10 1$ - 760 23.4 17.6 11.80 11.50 F2RC/F2'1 0 48,10,18 18 - 780 23.4 17.5 '• 1.50 10. 6,8,10 15 - 760 23,8 17.6 12.00 00 10 -T+ F2RP/F2FP1330 5,8.10,15 18 - 750 4.0 17.9 12.00 12.00 11.10 AC030X1222 Q ) + -0028 5.8.10,15 8,8.10,15 18 21 - • e m maw •�'• fffi1111Et molligalUill 31 0 T�'� �1► ��.' 7� 2.00 1200 12.00 immimi 11.00 �, F2RAT,:t [ 6.8,10.16 16 F2RP/F F . ,10,16,19 21 • 1000 902 23.6 2.+T� 1 •• 11.18 10.85 AC0387(1222 F2RC/F2FC038 6,8,10,16 21 1200 344 OA ' 12.00 1240 F2RP /F2FP022 5,8,10,18,18 21 • 1200 84.6 20,2 12.00 12.00 10.80 10.70 FMP/F2FP0442 5,9,10,18 21 • 1200 94.8 25.5 11.80 11.80 F2FP048 8,8,10, 3,20,25 24 - '•'+ 384 12 + 1 2.04 1 +. AC042X1221 l P/F2F'P042 52,10,15 21 - 1400 40.9 - 11 • 10.53 F2?P048. 5,8,10,15,20,25 24 - 1400 42.5 30.6 12,00 - 10.55 AC048X1222 F2F13048 5,8,10,15,20,26 24 • 1585 48,5 34.9 11.40 11.40 10.78 F2FP080 6,8,10 +15.20,28 24 - 1575 45.0 36.9 11.60 1Tia0 10.70 AC080 1a F2`- +'s' 5,8,10,15,20,25 24 • 1800 58.5 37.8 - 12.00 10.25 Rated In =CCOIdam. with DOS test procedures (Federal R6 r 12.27.78 altd 3.1848) artd AM Standards 210 MBH tweed on 1104* anthrhg *temperature, 50% RR(Ni,, and rated at Mw. HER nerSy Mew Hado) Mlle tafai owing output In BTU's at a 95°F outdoor arnblant divided by the total shalt power to watt -hares at those oandIllona. SEER (Seasonal Energy Ellidenty Raga) is the total coaling output In BTU's during a normal annual usage perlod for coaling divided by the total electric power input in watt-hours dudn the same period. i OPD amps avallabte w a taotory inatral1 (iQtt lt811 drain girt. See Pelee pages far speed)* nodal number. 2 Single phase units regular single phase 2HK heaters. Three phase roll raquke three phase 2HK heaters, 8 UV** Thhflttah Expansion Valve kit required. Use 1TV700 sodas kit. 4 To meet R=4,2 Insulation requirements, awbatttuta F2FP tax F2RP, and F2FC for F2RC. models. Ali ratings remain the e&n18. 5 F(38, FED, and FL8 fume= and F2RP / F2RC air tiendtare have 9.0.0 Rawer on iyeiay) Standard. • m Not applicable. Unitary Products Group 6 el Il iLl L17173 13: LO tbb 036-21108-004 Rev. l9 (0203) ACCESSORIES Refer to Price Manual for specifio model numbers. Hard Start Kit - Provides increased stetting torque for area with low voltage. Compressor Blanket - Designed to further reduce the nor- mal compressor operating sound. Refer to price pages for specific matoh -ups. Off Cycle Timer Daley - Provides a 5- minute off oycle to pre- vent rapid recycling of the compressor. Room Thermostats - A wide selection of compatible thermo- sets are available to provide optimum performance and fea- tures for any Installation. 1 Heat Stage only, manual, mechanical thermostat. Add sub- base for 1H /1C. 111/1C, manual change -over eteotronlc non- progremmable thermostat. TYPICAL INSTALLATION YORK INTERNATIONAL PAGE 06 1H/1C, auto/manual changeover, electronic programmable, deluxe 7-day, thermostat. 1H/10, auto /manual changeover, electronic programmable, * For the most current accessory infbrmatton, refer to the price book or consult factory. SOUND RATINGS UNIT IIAW?I� south RATINGS DECIBELS* 1 50 024 030 78 038 78 042 "048 80 040 78 'Rato in ammo= with ARI Standard 270. 80" OVERHEAD CLEARANCE MINIMUM 18' SERVICE ACCESS THERMOSTAT CLEARANC ON ONE SIDE TO FURNACE OR WEATHERPROOF AIR HANDLER RM DISCONNECT TEINAL BLOCK SWITCH NEC CLASS 1 WIRING NEC CLASS 2 WIRING 101 CLEARANCE COIL AREA '> ... NOTE: ALL OUTDOOR WIRING MUST BE WEATHERPROOF, TO INDOOR COIL SEAL OPENINGS WITH PERMAGUM OR EQUIVALENT CONTROLACCESS PANEL TYPICAL FIELD WIRING 1 Phase Appileatlon CND. LUG AU.. FIELD WIRING TO Be IN ACCORDANCE wing ELECTRIC CODE (NEC) AND/oR LOCAL CODES POWER WIRING 205/230.140 1 1 60 CONTACTOR TERMINALS COIL 24 VOLT CONTROL WIRING MINIMUM 18 GA. WIRE (NEC CLASS 2) "TERMINAL W18 ONLY REQUIRED ON SYSTEMS WITH HEAT. CONDENSING UNIT �- --+ POWER WIRING CONTROL WIRING FACTORY WIRING FURNACE OR AIR HANDLER TERMINAL BLOCK ROOM THERMOSTAT ALL OUTDOOR @HIRING MUST BE WEATNERPROOP. USE COPPER OONDUOTORS ONF 8 Unitary Products Group 07/02/2003 13:25 954 - 989 -4706 a . . MATCHING INDOOR COMPONENTS YORK INTERNATIONAL PAGE 07 ADD-ON COILS - FOR FURNACE APPLICATIONS Q1UA 112 CASED UPFLOW 01 FA FULL CASED UPFLOW • Available with factory inateiiad horizontal drain pan. 01NA UNCASED UPFLOW 02PD' MULTI-POS TION ORIZON AND DOOWVVNFL TN, AIR HANDLERS • FOR NON- FURNACE APPLICATIONS N1AH OR N1VS MODULAR SLOWER ( UPFLOW, HORIZONTAL • AND DOWNFLOW) F2RC 1 F2FC OR F2RP / F2FP / F3RP / F3FFi I=2I -V FAN COIL UNITS ( UPFLOW, HORIZONTAL) Subject to oha a without notice. Printed In U.S.A. Copyright te± by York Intantational Corp. 2003. All rights reserved, Unitary Products Group e005 Drive 036- 21100.004 Rev B (0203) Supersedes: 030 -21906 -004 Rev. A (1102) Norman OK 73069 ECEIJ E Ir DEC 0 4.2003 mm�eommm a ©® PERMIT APPLICATION Master Permit No. 8 7 I Subsidiary Permit No. pc_ 2,0 5" 3 INSTRUCTIONS - The follol‘ -mw steps rnmt be taken 10 obtain a permit frond the Miami Shores Villogc: Step I. Complete the attached permit application which must be sinned by the property owner and qualifier. Both signatures trust be notarized. Please print or type to allow for a more accurate processing of your application. if roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: 1271 - 1289 NE 105th Street Address Miami Shores Florida 33138 Folio Number 11- 22 -32- 027 -0010 Lot A, A -1, A -2, A -3 Block Subdivision ANCO pB 53 PG 54 Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Medtanlcal Plumbing LPGX Roofing Fence Other City State Description of Work bi /4,1 b / z d� _c "Tdr`vG (44-L z: Zoning Linear Feet Square Feet Units 10 Floors 2 Value of Work m Bldg Value Tax Assessed/Appraised Value Flood Zone PERMIT CHANGE (✓' ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name ROGER PIPER I,tecrase NaAR 13039/FL Address 20100 NE 21ST AVE., N.MIAMI BEACH, FL 33179 .relePhanT305) 932 -5200 Fax (305) 932 -0025 PROPERTY OWNFAN: BRIAN SCHEINBLUM Na9/ILLAGE DEL MAR DEVELOPMENT GROUP, LLC Address 1655 NE 115TH ST. # 12, MIAMI, FL 33181 Home Teteph°o05) 965 -5893 Business Telephone. 05) 981 -4702 Fax (305) 675 -9221 45-01,kak uq-6 Base Floor Elev. TYPE OF MANAGEMENT (✓ ) Name New Construction Address E+nclostire • License No. y pp .� v--', �] F. U i i _Si Alteration Exterior Repair ®3`( Alteration Interior Demolish Qualifier Nome flu Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name k DYA4,1-,,p,. v 6 uaJi'IL.L._..,. it 7 14 '4., 'fir' t LP— 1 ,j, (- License No. y pp .� v--', �] F. U i i _Si Address 4i is 4/11-&L4 C, e. CO 01 i-- --t-a dL -h ®3`( Telephone 3c,s " W 6 -73 z -vv ) ° 6 .4e1 Qualifier Nome flu At Page 2 PERMIT APPLICATION INIPL)R'I AN/ 'I' N(I ITC 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED 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 8:01) a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR 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 TOIL .FTS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAN 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. ll'I 11),148 Please read earcfully Application is hereby made to obtain a pennit to do work and installation as indicated. 1, the OWNER of the property, certify that all work will be performed to tneel the standards of all laws regulating construction in this jurisdiction. 1 understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EX'T'ERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. 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, 1 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 trust 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 u Floor, (305) 679-1078. Once recorded, the Notice of Commencement must be POSTED AF THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of • Print Name rTh a d subscribed before me this day of 1 Apo �a1t�of4to J„ tic - S'. <.te a AP STATE OF _FLORIDA, COUNTY OF MIAMI -DADE Signature of Contactor / Qualifier Print Name Sworn to and subscribed before me this day of , Signature of Notary Public - State of Florida My Commission 00150048 SEAL: d, Expires November 15, 2008 Personally known OR, Produced Identification Type of Identification Produced: Personally known OR, Produced Identification Type of Identification Produced: Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. iii.i III( I, . Q't ("11' Y PE QTY. Minimum Fee Dryer A/C Central 1-3 Ton Fan A/C Central 4-7 Ton Fire Pump Outlet, Appliance Outlet, Wall Outlet, Switch Service Repair Service, Temporary Signs A/C Central 8-15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Alt Window Air Conditioners Chiller Clear Violations Compactor Deep Freezer Demolition Dishwasher Flood Lights FPL - Load Central Garbage Disposal Plugmold/Strip Posts Range/Range Top Subfeeds, No. of Amps Swim Pool, Commercial Swim Pool, Residential Generators, etc. Receptacles Switchboards Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Low-volt, Burglar Low-volt, Fire Low-volt, Intercom/Teleph. Refrigerator, Domestic Renew - Temp Service Temp for Test - 30 days Repair Circuits Low-volt, Television Service, Number of Amps Q t Y. 1y1, 1 1' Q1 Y. Minimum Fee I AIC Central, Tons A/C Wall/Win. Tons 1 Mr Handler, Tons Barbecue Bath Fan-Vented, # Condensate Drain Cooling Tower Dryer Vents, Number of Generator Heating Strips, each Paint Booth Ductwork, Cost of Piping, Flammable Liquid Refrigeration, Tons Vent Hood, Cost Ventilation, Cost Periodic Inspections Fire Sprinkler System Process/Pressure Piping Fireplaces, Number of Pressure Vessel 1■1IIN(i• 1), Pt, (,1I. 1) )I\. 1 YI'l Condensate Drains, .Miscellaneous Fixture Miscellaneous Repairs Bath Bidet Cap - Fixture Cap - Water Cap - Sewer Catch Basin Drinking Fountain Q'I'V, I\1'1 Soakage Pit Solar Water Heater Filter Replace Pool Piping Fountain Pump and Abandon Gas - Appliance Pump, Domestic Gas - Natural Gas - Propane Pump, Fire Stand Pump, Re-circulate Sprinkler Repair Sprinkler System Supply, AC Well Temporary Toilet Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Disposal Indirect Wastes Interceptor Relay Repair Roof Inlet Vacuum Pump Water Closet Domestic Well Drainfield, 4" Tile/Res. Drains, Area Trains, Floor i Drains, French Laundry Tray Septic Connection Water Heater Lavatory Septic Tank Water Heater New Meter Set (Gas) Sewer Connection Water Re-pipe Minimum Fee Shower Miscellaneous Equipment Sink Vater Service Well, Supply RECEIVED AND REVIEWED BY: DATE: Page 4 PERMIT APPLICATION OFFICE USE ONLY CIII (til I' 1 U OWNER - BUILDER. FORM (Attach) U FIRE DEPARTMENT APPROVAL (Commercial / multi - family) U CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ FIRS / DERM APPROVAL (Septic / Sewer) U IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) 1! l \I l 1 I• EES ........ ............................... ......... ............................... ........ ............................... $3.00 per page (Scanning Fee) Miami Shores Village Bond $ ®, $ Metropolitan Dade County (C.C.F.) $ (sq.ft. = x/1000 x ¢.60) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine ;toning Review Notary ...................... ............................... ISSUIN(i O1,I <ICI_ \1. • $ $ — -Oo (¢.005 /sq.ft.) (0.01 /sq.ft.) TOTAL oh no REVIEWED AND PREPARED BY: DATE: SECTION BY DATE Zoning Electrical Mechanical Plumbing t: i Fire Public Works Structural Building Official •()\ ()lj .kP1'I.()V,1I Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www•miamishoresvillage.com ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL rat 4TH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE IDET LIGHT OUTLETS CENTRAL HEATING ISHIASHER RECEPTACLES A/C (WIND) ISPOSAL SERVICE TEkWORARY A/C (CENTRAL) SINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK LOOK DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION RE/SE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING NTERCEPTOR RANGE TOP UNDERGROUND TANKS AVATCRY OVEN ABOVE GROUND TANKS AUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS LOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS HOWER MOTORS OVER 1- 3 HP FAT WATER BOILERS :INK, POT /3 COMP. MOTORS OVER 3- 5 IP MECHANICAL VENTILATION INK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES :INK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS 'EMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS. 1RINAL MOTORS OVER 25-100 If COOLING TOWERS iATER CLOSET )OTCRS OVER 100 HP VIOLATION NDIRECTWASTES A/C WINDOW REINSPECTION iATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS • 'HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE • SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES ;EWER CONNECTIONS SIGN TRANSFORMERS JTILITY- -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES ;EPTIC TANK ANTENNA 1ELAY TELEVISION OUTLETS )RAINFIELD, 4' TILE/RES. VIOLATION 'UNP & ABANDON SEPTIC TANK REINSPECTION GAKAGE PIT CU. FT. :ATCH BASIN )ISCHARGE WELL )0MESTIC WELL 4REA DRAIN 300F INLET t SOLAR WATER HEATER `. =IRE STANDPIPE 'COL PIPING • _AWN SPRINKLER SYSTEM 3AS RANGE URETER SET (GAS) ,SAS PIPING Miami Shores Village 10050 NE 2nd Avenue Plumbing Permit Phone: 305 - 795 -2204 Permit Number: PL2003 -322 Printed: 12 /5/2003 Page 1 of 1 Applicant: VILLAGE DEL MAR Owner: DEVELOPMENT JOB ADDRESS: 1271 -12NE DEVELOPMENT VILLAGE DEL MAR 105 ST Contractor DYNAMIC ENVIRONMENTAL DRILLING Contractor's Address: 415 ALEDO AVE. Local Phone: 305-446 -0737 Parcel # 1122320270010 Legal Description: Fees: Description Amount FEE2003 -7786 Building Fee $120.00 FEE2003 -7787 Notary Fee $5.00 FEE2003 -7788 Technology Fee $3.00 FEE2003 -7789 Training and Education Fee $2.00 Total Fees: $130.00 Total Fees: $10.00 Total Receipts: $0 u0 3,,`m 8.a. a i) Permit Status: APPROVED Permit Expiration: 6/1/2004 Construction Value: $10,000.00 Work: 24" DIAMETER DRAINAGE WELL Signed: (INSPECTOR) 01.•2-a-c) 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: :311111115 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp' Permit No N Address / 0 e� 1 / o� %C iQ)J Company Phone # Inspection Date / 1 u Approved I Correction ❑ Re- Insp'n Fee ❑ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756,8972 BUILDING PERMIT APPLICATION FBC 2001 Permit NoEP 0 4"--S Master Permit No. Sp Zee 3 - 0 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) V /u ke-G b6 wi DC-z/ Phone # Owner's Address /®YES 3(g A-fAT 6 73z.- n n City rni ✓M-t , 60 3 State Zip ) t 3 ?- Tenant/Lessee Name Phone # - 96-S- 5e93 Job Address (where the work is being done)'` /o? 7 / - ( 309 Ayl / City Miami Shores Village County Miami -Dade Zip 3 3 P 3 ?, Is Building Historically Designated YES NO Contractor's Company Name &•%e-GJ p , - -r . r- e . Phone # 3c'r ye?, poor Contractor's Address `-M® (a' AAA) V''d rt- '' / d -S City /1411-e-4-e4 6-4-4.h C.,3 s State b Zip '3 30/ A Qualifier 4 ssln.a. 0 Ait:4. &MJ 4C-1_ Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit / oe-o Square Footage Of Work: Type of Work: DAddition ❑Alteration ,gNew ❑ Repair/Replace ❑ Demolition Describe Work: P�-i„r r �-,� r„ t �4_ .3 1344017,'S CA r l * * * * ** * * * ** * * * * *** * * * * * * * * ** Fees * * * * * * * * * * * * * * * *** * * * * * **** * ** Submittal Fee 0, ° O Permit Fee $ ' ^ CCF $ J� 0 CO /CC Notary $ $. 0 0 Training/Education Fee $ Scanning $ • Radon $ Technology Fee $ `3/ g o Zoning Bond $ Code Enforcement $` Structural Plan Review. $ Total Fee Now Due $ 441, 1 ) (Continued on opposite side) Bonding Company's Naive (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, 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 OWN1R: 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 is condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The f� going instrument was acknowledged before me this / The foregoing instrument was acknowledged before me this day of �4 200' ;1, by frA . . = , ¢ �_ day of , 20 by who is'* onally known to me or who has produced who is personally known to me or who has produced. identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************************** * * * * * * * * * * ** * * * * * * * * * * * * * * * * * *. *************** ** * * * * * * * ** * * ** ** ** * *** * * * * * *** APPLICATION APPROVED BY: l JAN 1 6 2004 Plans Examiner Engineer Zoning Chc 12/15/03 //Aoloy 5,i 614,, J writ, 4.5 0 Excess Paint —4-- Fold T Dipper MIAMI SHORES VILLAGE rRECEIIVED Paint Color Approval and Agreement Vs- 1a 3 JAN 0 9 200 R' NAME: v're,� 46 - �� .. Dc-w ry.,., - PHONE: 30s-- les -s°gq? ADDRESS: 4271 - 13o NE /0S ' g r o 61e r nn/ A+., e S $1 33o3'8. **********************•************ * * * * * * * * * * * * ** * * * * * * * ** ** * ** * ** ADDRESS OF SITE: /alt - 1309 doC ,os r-r Foot. Rulel ,J6- CONTRACTOR & LICENSE (if applicable) , Ai A,,.,, A f A MA Z COMPANY NAME: Q Ets..4 pei7N r eeay. PHONE: 3o5-- 969 -o0 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** All Elements on the site must be listed and indicate the color to be painted. Walls 5tiga4obs w Ay.s Fascia tom.tre' Drip Cap/Drip Edge t,,►+, re Soffit 5'4.4— Roof AO- Flower Bins AIM Shutters r4J1 Awnings N bt Chimney alb /640 ?UFF Groh Doors and door jams to a+, — Garage Doors co 0-17-e; Railings Fences Atit-n 4,0d ,i.Jo FAr.sf Decorative Metal to AP lrr All brick (simulated or regular) it/4 Stucco Banding 6104 r ' Any other stucco features &,,wrre (60nw.3 /nevn.A' s) Accessory Buildings ev /4 Other tsurrA nv.rNsa. rS f -i- 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. I authorize the above -named contractor, if applicable, to do the work stated.. Furthermore , the paint colors w 1 be as er the attached samples. Iz %Ld /a 3 �.� Sig ature of Owner Date S ature of Co i ctor Date *******************************4; * * * * * * * * * *�. * * * * * * * * * * * * * * * * * * ** WHEN PAINTING IS FINISHED, CALL FOR FINAL INSPECTION HIIM SHUMAIVS HOMO APPROVED: Building Offic'y'" Date 4/23/01 Paint l TRIM WALLS Kitchen ❑ ❑ Bathroom ❑ ❑ Master Bedroom ❑ ❑ Bedroorb. ❑ ❑ Living Roon-r ❑ ❑ Dining Room ❑ ❑ Family Room ❑ ❑ Other ❑ ❑ Exterior Other Unit SIZE — Gallon Quart Pint Other TRIM SIDING #/auaUN JOIOD #asug panpoJd n 1 0 3 1 MIAMI SHORES VILLAGE I lii 11 a 200 Paint Color Approval and Agreement gr2od3.7,4 73?-2,063- 78'i a3 OWNER'S NAME: i%ILt,fE- 1■ Atm_ 13ELr6t,p,„li r PHONE: 3,s- us sg »,» ADDRESS: /alp - /30? Ne' /0.5" S-n s, ,/l - 33135 ********************************** * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** ADDRESS OF SITE: /a 4/ - 13o 9 odC /6 5 spaF, r CONTRACTOR & LICENSE (if applicable) 4C-0 4 /SAD 0 ifAl• COMPANY NAME: 1 ,s F 6-..V ?bra r cep. PHONE: :,y -�� y ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** All Elements on the site must be listed and indicate the color to be painted. Walls She (4 wy tsP Badev4au garg' s-A3 6 fro Fascia to /trrf Drip Cap/Drip Edge tvi+, re Soffit ,,, Ar t,s Roof %vi ; P Q�� ° e-; Aq) e ,, Flower Bins NM Shutters "4/A Awnings Chimney AO. Doors and door jams w i+ r rC Garage Doors y-ir6 Railings W >y TE Fences u w00,1 All 0 . .sr Decorative Metal i re All brick (simulated or regular) ph,,. Stucco Banding 61/1., roc Any other stucco features w,i/r( (CO t, ,z reu4.4.v .i14) Accessory Buildings .J /A. Other trurr�i. 6,121-ice 0 r 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. I authorize the above -named contractor, if applicable, to do the work stated. Furthermore , the paint colors will be as per the attached samples. • ignature of Owner Date * * * * * * * * * * * * * * * * * * * * * * * * * *io** APPROVED: � %4 oy Building Official Date igna - of Contractor Date * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** WHEN PAINTING IS FINISHED, CALL FOR FINAL INSPECTION 4/23/01 Paint 0 • TRIM WALLS Kitchen ❑ ❑ Bathroom ❑ ❑ Master Bedroom ❑ ❑ Bedroom ❑ ❑ Living Room ❑ ❑ Dining Room ❑ ❑ Family Room ❑ ❑ Other ❑ ❑ TRIM SIDING Exterior ❑ ❑ Other ❑ ❑ Unit SIZE — Gallon Quart Pint Other # /aWPN aoloJ #aseg /Pnpoad n 0 3 cD O a) FIT MIAMI SHORES VILLAGE E EeVE 'R' int Color Approval and Agreement JAM AI 9 20 r ,200.3-7,1 PrZOOa -78/ _ z 4 /0 3 OWNER'S NAME: ✓"I Le 466- F .•um_ b / n.,.&rr PHONE: 3o s- 96s-si�,� - ADDRESS: /27 d - /307 ■JE /0r STa 647--- rn/A.,“ J -VANE t 3313'. ********************************** ****** **************** *****i*** ADDRESS OF SITE: /a 7 / - eh Alc AS- S 64- CONTRACTOR & LICENSE (if applicable) 4C-0 4 jiAb o 11. u►E 7-. COMPANY NAME: 61,3 E 6 , 4 ' p l , A r cc , . PHONE: 3o s- 968'•- 6 60 y ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** All Elements on the site must be listed and indicate the color to be painted. Walls 5 M,A, (4 w s Gum S14 gig Fascia toitire Drip Cap/Drip Edge Ws, re Soffit Roof o 4,2 / A rn4 „ Wit. Ca Ca Flower Bins N/ Shutters "04 tri Awnings Al J, H Chimney We Doors and door jams to Pt rre Garage Doors I-rrE Railings W �� Fences torch P,r.,.sr ti) Decorative Metal twArrr All brick (simulated or regular) N% Stucco Banding L "t.i re Any other stucco features w,lrr( (co moves. bs) Accessory Buildings A1 /A. Other 6rurrAt. $ bow,Ai 'ryevrS 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. I authorize the above -named contractor, if applicable, to do the work stated. Furthermore , the paint colors *11 be as der the attached samples. Ili r-� L b Io 3 ignature of Owner Date rIC ature pf Cortfactor Date * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED: tlea-870Y Building Official Date WHEN PAINTING IS FINISHED, CALL FOR FINAL INSPECTION 4/23/01 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 1/21 /2004 Building Permit Permit Number: BP2004 -57 Page 1 of 1 Applicant: VILLAGE DEL MAR Owner: DEVELOPMENT JOB ADDRESS: 1271 -120W Contractor QUEEN PAINTING CORP. Local Phone: 305 - 968 -0004 Parcel # 1122320270010 DEVELOPMENT VILLAGE DEL MAR 105 ST Contractor's Address: 9808 N. W. 80TH AVE. #10-j Legal Description: Fees: FEE2004 -639 FEE2004 -640 FEE2004 -641 FEE2004 -642 FEE2004 -643 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Total Fees: Amount $540.00 $10.80 $5.00 $3.60 $13.50 $572.90 Total Fees: $5� .R0 1� Total Receipts: $11.00 )�� ©2 PP$W Permit Status: APPROVED Permit Expiration: 7/14/2004 Construction Value: $18,000.00 Work: EXTERIOR PAINTING OF ALL BUILDINGS 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: 1 RECEIVED FEB 2 3 2003 Miami Shores Village Building Department 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. 'E.‘ ,O(34 —52 Master Permit No. 2 vas 3 -7 fir Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Vf /4-4-4-‘- p . _ . Phone # 3'S - 'AS -5'713 Owner's Address fL SY , E / / S'"-- Sr- City PIA V OfrA. / State Zip 3 3 (V Tenant/Lessee Name Phone # Job Address (where the work is being done) 73c 2 du 6.--- d •r = ( / //) City Miami Shores Village County Miami -Dade ` Zip 3/ 3 9- Is Building Historically Designated YES NO }-- Contractor's Company Name Contractor's Address Phone # a- 7 V/o •-0d 7 v City State Zip Qualifier /-h TD. • t v' 4,J Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: N�a Type of Work: ['Addition ['Alteration ,New ❑ Repair/Replace ❑ Demolition Describe Work: • - o nay r5 .-P P - 6z. r-e cc )a1( * * * * ** *** * * * ** * *** ** * * * * *** Fees * * * * ** * * * * * *** * * * * * * * ** * * * * * ** Submittal Fee $ 50 • 00 Permit Fee $ / �' CCF $ (47 0 CO /CC Notary $ Training/Education Fee $ 4 10 Technology Fee $ 3. 3-7 Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ l I (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is- issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this 2.3 day of f--t -s , 20 by , by 03 A.4 , $ et, i- ." L, who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLI Sign: Print: My Commission E * * * * * * * * * * * * * ** SFI I,JA t DOVE .1 PA y PUBLIC STATE OF FLORIDA '4S#01310 * OMMISSI ©N EXP, APR. 14, Signature Contractor The foregoing instrument was acknowledged before me this Z� day of .R ,20by,by who is personally known to me or who has produced as identification and who did take an oath. A "' 08558 08555 • APR. 142006 ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** - * * * * * * * * * * * * * * * ** ficate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. * * * *: ** * * * ** :********* * * * ** * * * * ** * * * * * * * * * * * * *** ***** ******************** * **** * * * * * * * ** ** * * ** * * * * * ** * * ** APPLICATION APPROVED BY: Chc 12/15/03 '7"'-,1c"-'t, Plans Examiner Engineer Zoning 1 SLtaTiliar BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138 -2382 TELEPHONE (305) 795.2204 FAX (305) 756 -8972 AFFIDAVIT FOR 30 DAY TEMPORARY -ELECTRIC SERVICE (To be accented by Owner and/or Tenant, Build & Electrical Contractor) NOTE. ELECTRIC SERVICE WILL BE DISCONNECTED "WITHOUT NOTICE" UPON 30 DAY TERMINATION UNLESS APPLICATION IS RENEWED It is understood that the temporary - electrical approval by the Miami Shores Village, Building & Zoning Department given in connection with the building being constructed under. B u i l d i n g P e r m i t No. : 1 c 3 - ) Electrical Permit No. c- 3- a a S- at address: i a i' - n s ` for owners: V r L L t &- I- is being given only fbr construction purposes or for testing the following installations being made in said structure: �'tr�;,a. ^tf pry:4 Sub - paragraph 4501.3 (d) (3) of the South Florida B aiding Code provides fora 30 day maximum approval only in an URGENT NECESSITY for electric current exists. Necessity shall include the use of current for irrigation, security, humidity control, emergency power and lighting, such as for testing or construction purposes, provided the Electrical Contractor and owner do hereby agree to assume the responsibility of maintaining the installation in such a manner that there is no hazard to life and property. Such approval is in no event to be considered a release of said structure for purposes of use and occupancy, and no occupancy shall be granted or permitted until final inspections have been called fbr and approved by the inspection divisions concerned, and an occupancy permit obtained. The undersigned also understand that the temporary - electric approval is subject to rescission and cancellation, and electric power can be cut off at the discretion of the Building and Zoning Department and will be disconnected if the building concerned is occupied before final inspections are approved and occupancy permit obtained. r�� -® � , being first duly sworn, depose and say that I am the owner of the above described property, and that I agree that the structure covered in this agreement shall not be occupied until the building contractor has obtained approval of final inspections. Sworn and subscribed before me this 2-3 day of , 2:a®y Notary Public, State of Florida at Large My Commission Expires: OFFICIAL NOTAR to1/4...- SHELIA E DOVE SI NATURE OF N ARY PUBLIC NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD108558 MY COMMISSION EXP. APR. 14,2006 ` }NATURE OF OWNER Page 1 of 2 4 30 DAY TEMPORARY - ELECTRIC SERVICE (continue) being first duty sworn, depose and say that I am tie Electti Contractor for the above described property and that the electrical installations as now existing will not create a safety hazard iftemporary- service is connected. Sworn and subscribed before me this Z3 day of -a , Zen y Notary Public, State of Florida at Large My commission expires: LECTRICAL CONTRACTOR OFFICIAL NOTARY SEAL SI- ELIA E DOVE NOTARY PUT.LIC STATE OF FLORIDA COMMISSION NO. DD108558 MY COMMISSION EXP. APR. 14,2006 j1.. 72 t 3erdmoiti, AThiltriC ear CoAk retie n ,being :first duly sworn, depose and said that I am the Building Contractor of the above described property and that I will not permit occupancy ofthis building until final division obtained and that I have the authority insofar as the owner of said property is concerned to prohibit occupancy until such final inspections are obtained. Sworn and subscribed before me this �3 dayof / , Y Notary Public, State of Florida My Commission Emir= OFFIC N. ._ .RY„ NOTARY SI-fl JA E DOVE L LTC STATE OF FLORIDA COMMJ ION NO. DD108558 MY COMMISSION EXP. APR. 14,2006 SIGNATURE OF ELECTRICAL INSPECTOR GNATURE OF BUILDING CONTRACTOR Release to FLORIDA POWER & LIGHT CO. Data by: ( name) Page 2 of 2 Date: To: (name) a Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 2/27/2004 Electrical Permit Permit Number: EL2004 -52 Applicant: VILLAGE DEL MAR Owner: DEL MAR VILLAGE JOB ADDRESS: 1271 -130ff 105 STREET Contractor DOUG HEDDEN ELECTRIC, INC. Contractor's Address: 2200 N. W. 118 AVE. Local Phone: 888- 672 -7177 Parcel # PARC2003 -21 Legal Description: Page 1 of 1 Fees: FEE2004 -2088 FEE2004 -2091 FEE2004 -2092 FEE2004 -2093 Description Building Fee CCF Training and Education Fee Technology Fee Total Fees: Amount $135.00 $0.60 $0.20 $3.37 $139.17 Total Fees: $1,39.170 Total Receipts: `0:00 81‘11 Permit Status: APPROVED Permit Expiration: 8/21/2004 Construction Value: Work: 30 DAY TEMP ELECT. SERVICE Signed: (INSPECTOR) $139.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Master Permit No. 3,,2003-78, Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) V‘dr s a /R -',a /24,,,Vgrit Phone # Owner's Address luti_g ,// City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) /27) j gy /, ' ,oS City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name 3T c, Vi,)/,. vo, SA :,4 /- Contractor's Address 9 i/t ' / K7 -77 ,V7 City e ' k State l -7p QualifierJD��/ Phone # JCS -'77), -��. Zi p , Z/r f e Architect/Engineer's Name (if applicable) Phone # -L $ Value of Work For this Permi 7CC Square Footage Of Work: I Type of Work: ['Addition ['Alteration ,Tew ❑ Repair/Replace ❑ Demolition Describe Work: a,. ''` s 1 Submittal Fee $ CSV C, G Permit Fee $ 3 CCF $ 3, CO /CC E/, Notary $ '°'—" Training/Education Fee $ ) r 0 Technology Fee $ se Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ R (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant :: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foregoin day of who is rs Owner or Agent ent was acknowledged before me this 20_,by y known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The fore :o ent was acknowledged before me this .? 6 day of 20 Of, by who is personally known to me or who has produced as identification and who did take n oath. O�p�iY PVSI MP LEN KOOK NOTARY PUBLIC: 111 . r, IONNUMBER Sign: ..1u'v�;. < rea�2as ,� � -.:� � MY � .non:. -�!�% '? Print: OF Fdo MAY My Commission Expires: (Certificate of Competency Holder) ; . State Certificate or Registration No. Certificate of Competency No. �.�1 ,� �; , 63 ************************************************ * ** * * * * * * ** * * **. * * ** *** * * * *** ** JAN a APPLICATION APPROVED BY: Chc 12/15/03 * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning 9465 NW 1 MEDLEY, F "do of -1 06. Window Shutter Manufacturer Co. 9 STREET, #107 PHONE (305) 863-2727 cRID4 33178 FAX (305) 889-1983 /27'• L2g9 14. /OS J-7 Comer Girl/ 71- Cores-' /42/71.5- Seel 5icez,7 PM P41 P41 P41 P41 ller x EC '4 A- 75 I I • IAANUF .5"ide4h) #47- ileock.". Tik pm - „ifottS F,‘ TURERS OF THE PRODUCT CONTROL APROVED IMPACT RESISTANT SHUTTER SYSTEM Window Shutter Manufacturer TREET, #107 IDA 33178 /.2 7 'WV /PO /0-s- ST C8/271ar 11/71/ Co. PHONE (305) 863-2727 FAX (305) 889-1983 7 URE S OF THE PRODUCT CONTROL APROVED IMPACT RESISTANT SHUTTER SYSTEM .1. TOP OF AWOKE REV. .20,r (VAMES) `F TOP OF ROOF MASSES P1 - 035 OE /05 gl 641:1, — Ce,7 — Xnycuri of -F4 frith Z 144):441.4 1 no zorcd-C,Payeli) 2 - Coene.e 1.41. t ■ _ • ■ - • - , ---■ - - - - _ IIiIi 11111111 lotame, amomi mosson0 1111r31 T1ii1iillhiMi' UiJII41I1Jfl ilI i i L 0 HIIVIKIE ReillPin ternio rut% I . 4:0 Xarm I 1 1=1 iii= II 0 ci L lin 1=1 =Ini A 0 0 —0 - o io. o'-o. `P TOP OF CORR SIM SOUTH ELEVATION vs^ = 1•-0 • (Pax HOUSE) REV. .z3—r TOP OF PARAPET ELEV. 4-221-011 `r TOP OF PARAPET • SOUTH ELEVATION 1BLDG 1 & 21 gemr- 1/8 = f-o• 11 11 III III .. .. ( i 0 0_, .. 3-- • ------ ---- ---- -• ---- 11111 0 --- II NI MN IN LT LI 7: 1 worg...1-14 WEST ELEVATION SCALE: ve 1 *-0° (pool. HOUSE) EAST ELEVATION SCALE: 1/e -4 1.-0 r (Fan HousE) NORTH ELEVATION IBLDG 1 & 21 ccat T 1/8- = C>- NORTH ELEVATION SCALE: = (POOL HOUSE) • `,‘ WEST ELEVATION (BLDG. 1 & 21 SCALE: 1/8 = i•-0- EAST ELEVATION [BLDG. 1 & SCALE: i/r = 1*-0- i Aluminum World, Inc. 1767 West 37 Street #18 Hialeah, Fl 33012 Phone: (305) 825 -1355 / (305) 485 -3464 / Fax: (305) 825 -1356 SHUTTER. PRODUCT APPROVAL AUTHORIZATION FORM Date Municipality i27/ i YV 4'E J:2Lr j7 Job Address We are the Dade County Notice of Acceptance Holder for the 20 Gauge Galvanized Steel Storm Panel Shutter under No. 01- 1029.02 and the "Storm Guard 0.063" Aluminum Storm Panel Shutter under No. 01- 1029.03. /'This letter authorizes .��° to use our 20 Gauge Galvanized Steel Storm Panel Shutter under Number 01- 1029.02 at the above reference address. B This letter authorizes to use our "Storm Guard 0.063" Aluminum Storm Panel Shutter under Number 01- 1029.03 at the above reference address. Sincerely, Al in F ci President Mum Wor Inc. sco Rosa Pr 1) This form must accompany the application for building permit and shall become part of the permit documents. 2) The authorized signature must bear the raised corporate seal of the company holding the Dade County Nodce of Acceptance. • MIAM1.OAOE NIIANII -DADS COUNTY. FLOIttL: METRO -DADE FLAGLER PRODUCT CONTROL NOTICE OF ACCEPTANCE Aluminum World Inc. 1767 West 37 Street #13 IIiateah ,FL 33012 UUl :Il.UI■C CODE COMPLIANCE of F tt Murat -DADtE 1 1.AGl.1 :1( nett.. 1` 141) WI:\'t l'l.A01.1 :1( l'R1fl T. Xla tr. 1( MIA.\lt. (:LomoA 33130.1! 0051373-29(11 FAX 13 US) 375.2a cm-ram-role 1.I('F:\sr : NE( .11 1 (II13) 375-!3Z+ VAX (.113) 375.2 ('t) \'t•Iam:t'()a F..l c)ltct. :. u \T owls! (3031 35.24. I'AX (30) 375 -2 1•utn)t't -t' 13u31373.3•Ju: I:Ax (3u3) .1 %4, Your application for Notice of Acceptance (NOA) of: 0.0334" (min.) Galvanized Steel Storm Panels Shutter under Chapter 8 of the Code of Miami -Dade County governing, the use or Alternate Materials and Types Construction. and completely described herein. has been recommended for aeeepcanceby the Miami -Dal.l County l3uilding Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid atier the expiration date stated below. 13CCO reserves the riL_ht to secure t product or material at any time trom a jobsite or manufacturer's plant for quality control testing. lt' t product or material fails to perform in the approved manner, BCCO may revoke. modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval. it' i determined by BCCO that this product or material fails to meet the requirements of the South Floc Building Code. The expense ot'such testin__ will be incurred by the manufacturer. 7/-1/1.6-0 ACCEPTANCE NO.: 01- 1039.1)3 EXPIRES: 07/0913006 Maul Rudri__uez Chia Product Control Dig iaiutt' TATS IS TILE COVERSIIEET. SEE ADDITIONAL ['AGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Builk Code and P,rc(tuct Review Committee to be used in Miami -Dade County. Florida under the conditions forth above. • AI'I'IZOVEI): 01/17/2002 Francisco co J. Quintana. It. : \. Director \li :tt i -Dad Cuunty Building Coda: Cuntpli:ut::L Of' Aluminum World, Inc. ACCEPTANCE No.: 01- 1029.02 APPROVED 01/17/2002 EXPIRES 07/09/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises the Notice of Acceptance No. 01- 0516.01, which was issued on August 02.100 I approves a 0.0384" (min.) Galvanized Steel Storm Panels Shutter. as described in Section 2 of Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Editioi Miami -Dade County, for the locations where the pressure requirements, as determined by S Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawing, 2. PRODUCT DESCRIPTION This 0.0334" (min.) Galvanized Steel Storm Panels Shutter and its components shall'be cone in strict compliance with the tbllowing documents: Drawing No. 01-280, titled "20 Gage S Panel - Storm Guard ", prepared by Tilteco, Inc., dated October 08, 2001, sheets 1 through 7 bearing the Miami -Dade. County Product Control approval stamp with the Notice of Accep number and approval date by the Miami -Dade County Product Control Division. These docur shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts. threaded c metal shields, headers and sills. must be protected against corrosion. contamination and darn: all times. 4. INSTALLATION This 0.0384" (min.) Galvanized Steel storm panels shutter and its components shall be instal strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or loco, city. state at fdllov ing statement: "Miami -Dade County Product. Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the foltowinc: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this No Acceptance, clearly marked to shot.~- the components selected for the Pre installation. 6.1.3 Arty other documents required by the Building Official or the South Florid.: B' Code (SFBC) in order to properly evaluate the installation of this system. 11. Etelmy A. Makar, P.E. Product Control Ex Product Control Division Aluminum World, Inc. ACCEPTANCE No.: 01- 1029.02 APPROVED EXPIRES 01/17/21)1 • 07!09/2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled a original submitted documents. including test - supporting data. engineering documents. are no older that (3) years. Any and all approved products shalt be permanently labeled with the manufacturer's name. city. state. n following statement: "Miami -Dade County Product Control Approved ". or as specifically stated specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered it: a. There has been a change in the South Florida Building Code affecting the evaluation of this F and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance. includ correct installation of the product. d. The engineer, who originally prepared. signed and sealed the required documentation i 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 autom be cause for termination of this Acceptance, unless prior written approval has been requested (thro filing of a revision application with appropriate fee) and granted by this office. 5. 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 ar purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida. and foltowe expiration date may be displayed in advertising literature. If any portion of the Notice of Accep 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. pro ?;dcd to the user by the manufacturer or its distributors and shall be available for inspection at the at all times. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and rer Acceptance. 9. This Notice of Acceptance consists of pages 1, ? and this last page 3. END OF THIS ACCEPTANCE rt Heltny r akar, P.E. - Product Control E Product Control Division 1. -1- L5000 _J 2.2.50' .014' I (3) 2000- --J 3 "U" HEADER 3' r-max. • 1. .0v GA W= S7EE1. 12.000• a:FF=77W mom) 1L300- (TOTAL ••0174) 10 PANEL 1 f23- f /4' • s s SILO Rr.ETED tO ANGLE O SPAGNCS SNCo v Ow SSC77C+� •\ L .730 SEE DETAIL J 4.820 0 STUDDED ANGLE CONCRETE ANCl+ORS (SEE SOIEDUL ) INos I t Wm. • STORM PANEL TYPICAL ELEVATION SEE SME:T J Cr T fOR RE1Nf C.WC OLTAILS D'/ O [.230' Lt•.. GP .230' Ma.. `.1173' DETAIL 1: STIJO W/ WING NUT ..374"--• r .Tear. aI 1.. .1 L.09J' 0 "F" TRACK .12.3' h' HEADER 0 STEEL TUBE REINFORCEMENT ASTV A -523 M/ fY -.JHU1 GENERAL NOTES: f. SrGRY PKIVlL ,4S BM DEW-AC fig ACCOVANC.r a774 .7HC GIG( cocmfn 2904 EDff70N Of l•E 5Ct= 14 f1.CRGC.4 8*a.A*C CCCE. CO 5 LGAGS SHALL eE acrrFv� AS PCr N 4 cP ASCE 7 -e4 MrTN 210 m.a� &4.. S7r.Pw PANELS ACECL.4CY fog rwaACT ANO fAncte RES45TANCE 2445 81214 WAFTED w ACCORCAAU t1rf54 SEC77c44s 2.723 t 7.724 PCSPECTMtt Cr 17,E AiBC.•E 44E.+(TA NE'D COLE 2. ALL STZC. 57iEXT maw. PANELS SMMLL HAW S7RuCTURAL OLWJTY ASII4 Ad3.L GRACE 30. GtLUwrt:fl S7EG. cescJ'•fCN W/Fj -14! >vi (AFTER P0U. J. S ALL ALLA4MRTM E1TRC.'STCNS SHALL eE UC.tJ -T8 ALlcr L acEss =No •07tD. 4. ALL SCPC*5 TO ire STAINLaS STEEL JG4 CR J18 SERIES S epos m BC 2074 -r• ALuuwtili ALLOT CALI mAILZED CR STANCE= STSEL. •4754 .74 ra LAreWU 17C.D PG 4T. 4. ANCHORS .1C wALL SHALL RE AS fCL.LCMSr (1,?3. MK-R*1SE NCTE ) (A) TO Ex3lNC PCLRED CONCRETE - 1/4' • TAPC•. ANC7GRS. AS M Jf. CTURC3 8Y L r. R RA4•Scr CR MCC /NOL R ES - 2 /4' • • 7/3' GLX -IN AAC207E AS u ur•cruREc BY .POPPERS fASTEVNC. INC. ACITE Ad) ywllt 4j E14B:T14CIT Cr 1:41:C M .0 CJK.RS WlO CGVCPCTE SM4LL tV 1 .1/4 A 2J 1/4' • • 7 /e CACX -IN ANCACQS SKALL e£ a T1RELT CUBED= wm THE POCKED CCACRt.-TE NO EMBEc uair INTO STUCCO SHALL BE PE 44TTED. 1 /4' •-20 SCRE'RS USED 504411. BE 1 1/2- LCNC ArMNIMUA! SHCuuD srucca cast •.4) u use THAT Forum' STv C pRec•ST C^..KRErT •K•ELS CR PACERS BE move of 1HE IDIZWNC NALL CA FLOOR. AH4."ACRS 31+4•.2 Be L A.c EOC2NCJM l0 oval THE 14•04 s-rm_t n URE Bowies SLCN Awal.E ANO+ORAGe SMALL 8£ 1 .1/ 4' UIMMWI fCR ANOICRS Ir047?C#EO IN A.1). k 7/4' MLR ANCHORS 42FIVTlCN® 454 A.2 (B) m Ea7STTNC ccNG4fir BLOCK MALL - 1/4' • rAPCG4 ANCNCRS AS M4NUfACTURED 8Y LGtI. R41J31T CR E.CO wcus7RTES - 1/4' • . 7/3' •L -w ANCHCRS AS L4NUfACTURED Br POIKRS f4S7LVWC. INC. NOISES: . 8.1) wow,' 17.w: weir Cf TAPCGI ANCNCRS. INm 1741E CCNC74ETf BLOCK LIN1r OWL BE 1 l/4 8.2) I /4• • • 7/3' CALK-et Avalon 94•41, ee L7lTEThCr /WET INTO THE cCMCRE7r MCC( Lwrr 410 EtteCO CYT Wm STUCCO SHALL BE P°-RW7TELL I/4' 0-20 SCREWS USED SHALL BE 1 2/2' LONG WMUU I SHOULD STUCCO COST. A10 1' Ma0W.M1 FOR WALLS PAM NO STUCCO. SJ) IN GALS ROT PRECAST STONE GR PREG4Sr CCNCRETr PANELS eE FOUND G• THE OTSRNC rcAt1. motors SM.KL BE LCM.'. ENOUGH m REACH TTh( AUIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL 8E 1 1/4- MMU•L•• fCR ANCNCAT WENT1C E2 IN 111). ! 7/8' rag ANOKA'S ME 77NED w Bl). ANCHORS 944LL 8E INSTALLED fCLLOW•C ALL Cf THE RCCCM1•CICA17Ca4S ANO SPECLFIGT3CNS or THE ANC1CRS MANUFACTURER. 7. P4NS1S U4Y ALSO 2E' ersv.u_m HORIZCNTALLY FC4.LOAINC INSTALLATION GET.42LS SNCwN Gv SEC:TORS 2. J& •(SNEET2RJCf7). 8. EACH PANEL SMALL mAve A L£CSL£ me REAM?' VISI&E MARKING INSTRUCTING OWEN CR route TO SECURE PANELS min APPLJG48L3 REJNPC.gc01La(r CuRINC PE- 2cc cf NtaQRHC.wE 74AR44NC. 9. 11. S7iALL 8E' DC RESfCAS49 1TY. OF ref cCNTRACrCR TO HEr?ffr THE SCJNLWESS Cr THE STRUCTURE •1ERC sitincro LS TO BE ATTAG4£D m INSURE PRCPEX ANCHCAAG& 10. SHUTTER MA.vbf•CTUPe.RS LAS DULL 8E PLACED AT BOTTGt/ Cr EACH PANEL. LABEL SHALL P040 AS FCULGW'S: .4LUMwUM *CRUD. INC. hut-04N FLCRtC4 LBAiH -CAC( =LINTY PRGCUCT C04IW 4. ARPROVVA (0J 2 x 5 " (Max.)- x - .725' ANGLE 4O8.1-11 ALon. A11.01, COMPONENTS SFr TInN 4-4 • An71. BLDG CfrC&4LS CO AIOr ACar"T THIS CRA.1lNC 54/9 ALLWNUU i••J.TLA INC RVSEO CCRPONATE SEAL coePC..Q.4 SEAL • 1 APPROVED AS COMPLYING Valli THE SOUTH FL•RIOA :U1101rjG COOE DAT OY 1 ZOOZ PP.00UCT COr °I-rOL OivISION BUILOING COOE COMPLIANCE OFFICE ACCEPTANCE NO C)1 % 0 •q• O Z MIAMI -OAOE COU / 20 GAGE STORM PANEL - "STORM GUARO" scut ALUMINUM WORLD, ' INC. 1767 w..37 sTR:E u:+rr: 16 MVtL_AM. P -CRICA 31C:2 , IC /1/01 DAit li �,,, E C INC. 01-28 OAAMINC T%WT TESTING A EMOIMCLRIMO CCNPANY .1345 N.a1. 3•m. A- It.. 2111 vacm0A CALCvt. ft 111.4 P+w. 2 LSwe1 -1110 •.. • tru;$1$..I .11 •3- CL"A37►9 wAL_a,A. Taal Jr.. P. E. wv... SR J AIN. w 1 aoa.•nv a.R • SINE' 1 C = i SECTION 0 ANCHOR SECTION © STUD SECTION 0 ANCHOR I (SEE Schram!) FCA Uln. SEPARA TIGV 70 1 EXL T.NG Class !Cr iMNCCX OR I G Q PrsurE7 CC HCRE'E CR CC C4: TE eLCCx £.4tL RE.'JRED �.i W u 2 7/e•. J/22•1 wo C Nrlt o EFL' STLX a. F..URro cr -Berrie 0 13. 0.C. to CCNCRerr attar WALL R Ctl1V SECTION 0 ANCHOR ti Cant SECTION 0 STUO WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION -- SECTION :I — SECTION 2 WALL MOUNTING INSTALLATION CEILING & FLOOR MOUNT- INS7 - SECTION 3 ar 4 C• 7/8 • r .r/Jr RING MUT O fi_4r STUD o 1. O. C. 3 Cant SECTION 0 STUD WALL MOUNTING INSTALLATION — SECTION 2A - SECTION 4 E. G. - EDGE DISTANCE SHEETS C NOT?: FOR C0U8,NATIGY OF SECTIONS: i/ACL /FLCGR /.0 ?LING 1/DUNANG SecncNS c E£ COm. INED GY ANY WAY TO SUIT ANY INSTILLATION. APPROVED AS GOMPLYIl:G WITH THE SQ'JTH FLORIDA SIAM* CODE � DATE ( Z SY J,/. FnOCUCT COr.'OL GrnSIO l EJILOR:G CODE COMPLIANCE OFFiCE ACCEPTANCE MIAMI -DACE 20 GAGE STORM PANEL-"STORM GUARO" 1 • ALUMINUM WORLD, INC. I 747 M. 37 s:R_r tad.% id FMCS-M. FUR:CA 3:012 to / I L l E C 0 IN c. o1 CU TILIJT TI:IMM0 t D4Clusamma CX1I1PAMY 4633 t.d. 3rr. 7t.. St 06 211. vs.ou■ Cw:SQ.i R 33104 !roe : L3C3.313 -1330 . t.: (3c3;471 -1 341 0- C0037;9 MA:T7 A. ;Ur Jr, P. a. i..ari 1•r utA7 ' K. r xao.►rsa. Y:t e.... aaov�a i.rt _ - 1 _ �J — SAC? 1 1 BUILD -OUT MOUNTING INSTALLATION - SECTION 5 WALL MOUNTING INSTALLATION (DIRECT MOUNT) SECTION 6 PANEL REINFORCING DETAIL W /OS NOTE FOR COMBINATION OF SECTIONS: WA[1./fLOCR /CEIUNC MOUNTING S£CTJONS C.N BE COME/NED IN ANY WAY TO SUIT ANY /NSTALL4 flON. £ D. s EDGE DISTANCE (SEE SCHEDULE 7) APPROVED AS COMPLYING THE SOUTH FLO IOA %AIDING COOE OATS • (Z 102 OY e1WWri PRODUCT C • fROL DIVISION BOLDING COOE COMPUANCE O FICE ACCEPTAkE NO.0 —0 2 MIAUI —OADE IILIEco1.\ TILUT TL3T114O t L?IOIMLLAXMO COMPANY •oW R•. Sta. . 216+. 217. vva.w comers, R slum r'w : (3G3;41u -unto r. t�o)n: -11.11 E3- CCCAT7 i I NALITA A. UU T Jr. P. E. • ...�� 20 GAGE STORM PANEL— "STORM GUARD" ALUMINUM WORLD, INC. *767 W. 37 STREET WdT: 14 M:ALLAH. FLORlCA 33012 • IC CASE A (Plan) POURED CRETE COnGIETE OR BLOCX WA :TN N REDLIRED � a TAPOON A tolls 2 e 12'C 2' r 2' :.053' TO ?' a 5' r .055' Cant Num. ANGLE OR .C80' J105 -H154 SHEET METAL Alum. BENT PLATE t/4' • BO.r e 12' O. C. w /.►4GrNur CASE B (Plan, 1.000 AL1E41441E LEG LOCATION CASE C (Plan) END CLOSURES DETAILS 4' s 4' r .095' Jt03 —N14 CA 004J -14 ALLOY Cent 4Ji.m. A+.ar OR IQ G4GC CoN. stria NVGLZ 14i MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "2" SCHEDULE isX1MUM DESIGN 1040 W (p.s.l t Mar. P4HC LENGTH t (ft) MINWUU SPARAflON TO ___ •4PPC TO SECTIONS / 'SEE SHCCI 2 t J OF 7, PANEL RfION VP GOAD/770N e —re* J 1/8' 1. 2 s 4 er 5 UNBOLTED . et 0.0. -73.0— #30.0. —72.0 9'-0' .7 a LINBCZJEV r .rQO.o. =Mao _ e• —to• 2 J /4' a UNBOLTED *42.7. —513 >8.— 10" TV 12.-0" J' 2.4 M.=E=] w/ BAR • / -7/9lv/ • BOLTED W/ 1/4' ! -20 S. S. U. £ & W7NCNUUT AT OVERL4P et M1OLENCJN OF PANEL. APPROVED AS COMPLYING Wart THE SOUTH FLO IDA 8 tLOING CODE OA • l 2002 BY i>tf PRODUCT C e .+TROL DIVISION BUILDING COOE COMPLIANCE OFFICE ACCEPTANCE NO. -1 OZ MIAMI -DACE 20 GAGE STORM PANEL- "STORM GUARO" 3 lc WORLD, INC. 1767 W. 37 MEET war: 14 $ M.1A +. FLCRCA 3302 /ALUMINUM 1 L, E C 1 N c . . 01 CAA, TIUJT TL371441 li D 0IMCLCNO CCMPAM' 00693 0.r.. )"8. L 7W 111. vacao C.1%OtK R 37164 Pa..: i7C1i411 -1SX1 fa . (7O7if11 -1311 £3— CCCQ7Si w L A. �' . :r P. E. ni of AT �...1 a�sa.n•o. vtt s*. r 0[aorat 1 vial . .. MAXIld'UM DESIGN PRESSURE RATING "ir (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES • ALA aWU CES.CN L0.0 W (P. :I:) +60. -71.5 +60. -72.0 +60.0. -76.0 +42.7. -53.3 (a • EDGE C+STASCE * SEE" SHEETS 6 d: 7 OF 7 FOR ANCHORS TYPE ot SPACING FOR INSTALLATIONS INTO itG00 FRAME UUILOINCS. AUXIAIUM ANCHOR SPACINGS ARE VAUO FOR J 1/2' EDGE DISTANCE FORE 0. LESS THAN J 1/2; REDUCE ANCHOR SPACING BY YULfPL77NG SPACINGS SHOWN ON SCHEDULE 8T' THE FOLLOWING FACTORS. (NOTE : Mn. E 0. FOR CALK -1N ANCHORS IS 2 1/27 ** ACTII4L E 0. 14AX7MUw ANCHORS SPACAO FOR E Or - J 1/24 " TAP=v CAL R -Pt APPUC.48L( TO SECTIONS / d' ANY COMerr1A ruw CF MOI ALA.17M111 PANEL LD.Cr1 1' (R•) .75 IAPC:/vS CALK —uv .50 IV CONCRETE .50 ra u.4SONRY m CONCRETE l to M4S0NRI' N/A N/A 6 (TOP/BOTTOM) 8•-2' OR LESS 12" 12 N/A N/A 6' I 6' 6 (TOP /80TT0M) 9' -0' OR LESS 6 N/A 6' N/A 1 (TOP) 8.-10" OR LESS 5' 6' 6' 6' ' 1 (BOTTOM) 6' 6' 6' 6' 2 (TOP /BOTTOM) N/A N/A 6' 6' J (TOP) 6' 6' ' 6' 141 6• J (8OTTOM) 10 1/2' N/A 11' N/A 4 (TOP) 10" N/A 10 1/2' N/A 4 (BOTTOM) 6' N/A 6' N/A 5 (TOP) 6" 6' 6. 6' • ' 5 (BOTTOM) N/A N/A 6 6" 6 (TOP/BOTTOM) 6' 1 6' 6" I 6 2.4 (TOP /80TTOM) .a' -10" TO 12' -0' * SEE" SHEETS 6 d: 7 OF 7 FOR ANCHORS TYPE ot SPACING FOR INSTALLATIONS INTO itG00 FRAME UUILOINCS. AUXIAIUM ANCHOR SPACINGS ARE VAUO FOR J 1/2' EDGE DISTANCE FORE 0. LESS THAN J 1/2; REDUCE ANCHOR SPACING BY YULfPL77NG SPACINGS SHOWN ON SCHEDULE 8T' THE FOLLOWING FACTORS. (NOTE : Mn. E 0. FOR CALK -1N ANCHORS IS 2 1/27 ** ACTII4L E 0. FACTOR TAP=v CAL R -Pt .7' .86 .75 2 1/2' .71 .50 2' .50 - /a,9. >v i APPROVEO AS COMPLYING WITH THE SOUTH FL•RIOA :UILDING CODE DATE • t11 BY �l�"� 1::Arr• PR • DUCT CO I ROL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO.0 l' l 2-9- OZ. MIAMI -DARE COUNTY IL ECO isz. TILLIT TLSnt*O it ENO P4CEXN0 COM PAX Y '- 3 R... 3004. L as. 217. M1WM CJVO04. 0. 3.1t6.11 P■w : i3.y:RrlS70 . i..: Podia 1."1�•t — 0cc6719 .w 1ra A- MIR Jr.. P. F. 20 GAGE STORM PANEL — "STORM GUARD" SCALE ALUMINUM WORLD, INC. 1707 W. 37 S'RLTT UNIT: IS nOLEAM. FLORICA »012 11V. sa 10/6/01 CATC 0 1 -280 OMWINC Na r 5HCCT S Cr 7 • ALTERNATIVE 1 -• (sEr SCNEDU& FOR W.I. S(PARAfGN TO 07511,4 Cuss or w►NOOw OR S C. R 7/8". • 2/J2' w*MC MJT O EERY STUD 0 12' 0. C R1 1//4 ••J'uc scc,►so O. C: w/ t 27/12• WA. Pr'E7 .4flCN O wawfOfl t GP PLACE ALTERNATIVE 2 NCTE rag c aJ9+. NnC I or S(CT7ONS: +KALE Aw.A.7',RNC S(CfcNS CAR BE CCUB.MVED rN ANY wA r r0 Sutf . rn rRSrA11AnGW. NOTES: 1. shtSTAL .4T7CNS AR( CNL! 7.710 'CR CESICN *MO EGOS UP TD 160.0. -7LO a.s.t. AN0 PANE: S LENC1 $ UP TO 8. -10 2. NEW 2• s 2' P. 11 r0 9f SGur#R• emir Ra 2. SURFACED CRY sfTN 19 x V. u G w/ SPCCOIC cCRSr1Y Gr 0.57. J fCR JrEW wr,CO FA,iv( CCNSTRUCT1G4: *C00 YE7u8CRS TO BE SGJn,ERR PrNE No. 2. 0/ SP(Cl7C DENSITY Cr 0.53 G7 ECUAL LAC SCREWS • r 0. C w 1 27 /S2- San. PE TRAncn TO tJrrs77hC •ctl0 N(ACER • 0 *CM 1•E4001 RSCU+RCO (M" SCJ.EDULE) f CR t4Tn, sEPAR4 oC N TO E RUING CLASS Cr wtN00W t7R s GL 0. 1/4' . • 1 1/2• LAC SCREWS 0 e' O. C. put dam 0 0 • uul on ►:•r- a 0 24 RE •44UI.U444UUDI4ia1�d�� 1�� ALTERNATIVE 3 14 • J /4' s S S. 1, 1 c. c. Cent. 1/•• , t44QdN( Bur 0/ NUT t 1*4SNGR • e' G. G r• t• ton. IR T 4 O 7 /5.I rte. Itf1IG NUT O C4RY 57U0 0 120. C STAG0tRED tG 1/4' LAC SC4e W 4 Cont. NEW P. C. .2* • s' cant. w /(2) 1/4 • . • 3 • LAG SCREWS 0 £400 STI.'0 (in0w10r1 Cr STUO. 2. Y.n. NCYIRAL) A140 w/ 2' Mk. P(NETRAfCN IHTD EXISTING STUD. NEW P. T. r • 4 • (ton) Cent. w/ 1/4' • • 5' LtC LAC SCREWS • e' 0. G w/ 1 27/:2' WI. PENETRACICN ro CrtST.AC AC60 "(AWL •1 RECuRED 1 (Se_ SCNETAXI) FOR Mu S£PAR•70N TO E]'S.i..0 CLASS Cf ww00w cR S G 0. Oka]L 1• 1110 1/4' • • 1 1/2' LAC SCRCNS 0 4' 0. C. • 11111.1I•44t11.a1•144, J 1` 7 /e• . s 2 /12' w1AC NUT O C#C r STUO 0 12. 0. C STAGGERED r0 / 14 $, u. 5 a ALTERNATIVE 4 C1 $ •• • 1/3' (UuouLLO SOLI-05 A1v.n. 718: (cwt.) (2) 1/4' I • 4' 1A0 SCP i.S O EACH STUD (.. Cw10n4 Cf SRO) µ0 w/ 2' Mn. PENETRATION ,Nro ExcmMC VW. Cant. ALTERNATIVE 5 Cent. 7/4' • • .7/22' MQC RUC 0 EVERY 577.0 O 12. 0. C STAGGERED JD 1/4' • tAG SCREWS 4 Cant. NEW P. T. 2• • 6' Cant. w/ (2) 1/4 • . , J' LAC SCREWS 0 EACH 571./0 (M10MCn+ C STU0. 2' Yin. •Cuw.AL) ANC w/ 2' Yin. Py'ISTPAOC.v. TNTO 7x170sC 577.0 FM, NI OM\ 1' • 2' ..125' (u1.1 Arb.. rt s,E w/ r /4'. • 4'LjM t.•G S0.Pews a e' a C w ► 27/17' /am Pe4E7RAtk$d ED E "STP.0 0000 ++►1 4ce . 16000 r+EACCR RCO,. /1TO XF<VL4E) PCP AsIn. SEPORAr7Gr ro CCS- ?rc GLASS Cr 1MNDOw GR S 6 0. / u.14 • .10/44".10.S.c. ling •4 • urndllr 1- e e I 0,1k a e ALTERNATIVE 6 WALL MOUNTING INSTALLATION - SECTIONS A `h _.L 4 4 7/8' • • J /.J2' w..0 RUT o E' STUD • 12' 0. C S7ACCERCO ID / 14 S 11 S • Cont. 1- • 4' • 1/8' (Yin.) dCdJ -75 Atunt. tUBE (Cant) (2) 1 /i' • , 4' LAC scRC 0 C400 STUD (Yrawtorm Of S(LC. 2' urn. f4C1. •M'L) ANO w/ 2' £0n. P:YETR.fCN ,NrO Ce 5TR.0 STUD. APPROVED AS CO/API.YI.YG ?IITH THE SOUTH fl • RIOA BUILDING COOE CAT_ 2. BY PRODUCT CO r i ROL OIVISIOr4 BUILDING COPE COMPLIANCE 9FICE ACCEPTANCE NO.O 1 -10 2=1- U Z. INIAL41 -OADE COUN1 20 GAG_ STORM PANEL -"STORM GUARD" suLc ALUMINUM WORLD, INC. 17137 w. 37 STR.rr ur,1r: 15 'quasi.. FZCRCA SSCt2 Iowa' crate I I L I E C O I N c. 01 .- 2 80 CgA•1MC M• T1LLtt !UM/40 t E1IGMEEUM0 COMP AMY sst] • •. .4•I. L. s... 317. n110.14 fA:30.1. R 11164 1•.....:;311;411 -1110 :a ;34.13471_111t a -OOCET 19 Ky. .. 3..7■••sa I i.R WV.. 720. /.ro. +R - ' - a - I 3t+CEI d Or W 31.0R vi v a N. . ,•/ t 74/.1,2' 4# .. PO imartAfg3v 173 C7rtST NC 71000 trEACIER. e� • 0': . ;. t. 0 P, ©g NVrt *ASHEN Oq -2.0 1,011,1I, NEE NCADCR REOUMRED SCNED1A E) m g 3.n. SEPARAXN CRSTINC CLASS or t: u00w 0R S C 0.__ ^t 1/4 • • • r 1/2' tAC =ors o a' 0. C PLItalm • m Ir • �1I1aI Cant 7/8' , r J /32' w14 G MJr a [wrier s :run e sr' a c Coat G tt r1 • Ni,. t /s• , -20 t S. eaus • O a' 0. C: w/ MIT * WA bI Cont. NEW P . T . 2' • a' Cant, w / ( 2 ) / i ' 3 1it J- 1AC SCREWS o EACH STUD (M0w101w of Sfl. 2' Jan. hta•nsQ AM) w/ ?' Min, P_Ne7RArlOr INTO COST7NC 51110. ALTERNATIVE 7 /14 • ..1/4.1 S tM:soa'ac !-- *INC - Nur a varier S7U0 0 12' 0. C T E•-1 • Awn. ye,- 20S.t was 4 e Q C. w/MJt o *A,SHER Cone 1 • . •' • 125' (Wm) Alum. MAX (604U -r3 ALLOY) (2) 1/4' , • 4' LAC SCREWS • EACJM 571.E (Long 0r STllo) .w0 w/ 2' Cont. Porc7RAr1ON wr0 E7r7371NG STUD. ALTERNATIVE 8 WALL MOUNT. INSTAL LA T. (OFFSET) -- SECTION A .w0lfS: I ,NStA:;.4.' s AP( CXtr VAUD I'...r CESGV WHO LCACS up to .40.0, -/s.o ,.,.r. .4.w Parr; S (SNOWS uP TO a• -r0 1. nC.• 2' . a • P. r. r7 a( .SoI.?t+C.e++r post Na. J Sant'AC(0 Corr efM 39 • W Y. C. w'/ SP:CN7C C(NSJ7r or _ —.• ....rre.rrrvr .w.CC utuarRS 10 IC SOUThCRN INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS r— 1/4' L G r 3/a' LONG MASS t31JS. +Wt. W 1/4' 0 -20 • 2' 5. SCREW O6'G0.fl7 COSTING M000 HEAOCI4 1.7 ,.mow ........... • 24'0. 6. tcm.aria ' 1 st /4' , • 1 1/2'— LAC SCREWS O 1' 0. C (SC SCNEWLE:1— , RN. SEPA0.hC.q �T - cxrs NC CLASS CP Ncc1• Crr S. C Cant. 718-. s .1/32- 1.NC Nur • MVP' SILO 0 12' 0. C —/ 4 t e 940V. a' P. L Cont. 3.000 PiAlr W/ (2) S /la• • e' (AC 50.9C5, VI EACN RAFTER OR res.= LOCATE SCREW Al NiCNRO1}t GF C aSTINC o000 UMW? R/ 2 M r� PENETR6l1GK ( _S i Cont. 2- _Jr e' Acco OECx R6LnRCa _ 1 � AC" t/4 • • • .2 1/2' LAC SCREWtfa•aC t /4- • , J- LCtna Gt0 3 27/.72' LI '. 17794 now JO E]WP C *COO MEAGER ALTERNATIVE 1 1/4' ,-20 r 1' 12' a C. ■.j Iii`: = I o MlQw/0nr Or RATE / r Cant TO CorOtre MVO "ATE 1 /�' L 0. , 5 /a' LOwC eR.tSS / 1j1 o LvrOw►OM G' purr Cont. 1 /4' ,-20 • /' • ; BOOS 01 *INC 1411/ • J /12 12' 0. C SJSJe1+C ,+/ , /•' ..20 s_ ALTERNATIVE 9 CO CaS7',M: 1.060 Purr ALTERNATIVE 1O 1401E FOR COM304.417Cav Or S(C770oS FLOOR/ *ALL/ CEIUPG MOUNTING SECr1CnS Cw 9E C6w9rna) W Ater MAr r0 Sort ANr wNSrAUAncx. Cant. t • 4' It 1/a- Li,. (600J -13 j Mum RAE .,/ (2) 5/14 • r .' TAG .300' SCRCCrS t.0 0•04 JGST LOCATE SCRIO .r L0m0774 L1'' EC0571NG *000 LOVER (2' ,u,. ACANNAL 00 2174 V/ 2' van. A"..NCa411C„i Cont. • MNG• ?Urr d Ewer STUD o ,2'0. C R2- a a- wCCO CECx I-7 scrum= ALTERNATIVE 2 CEILING & FLOOR MOUNTING INSTALLA77ON - SECTION 8 1/4' • • 2 1/2' LAC SCREW 0 a 0. G APPROVED AS COMPLYING Y,1TH THE SOUTH FL RICA = UILO(NG CODE DATED OAT PI'7 Z•.z BY PRGOUCT C NTROL OMMSIOr1 BUILDING CODE CCMPUA.NC.E, OFFICE IICCE7 ACCEPTANCE NO.a( -1 Q- MIAMI —CADE COUNTY IIL�EcoINC. TIU T TESTING Z CNGINCZRINO COI.&PAKT 4343 As. 217. 4 4 C.a'wes. r. 331U �+r•. S IX:)01 -1110 . fa t oolyr1 -1121 e3- 00067ta • TrO a nits :f.. P. 20 GAGE STORM PANEL — "STORM GUARD" ALUMINUM WORLD, INC. 1767 W. 57 STREET tool: 34 mALEs.N. :LCRICA 33032 . ,. r I ♦R ..i a anr.o R SCALE 10/4/01 DALE 01 —280 ORAWir4C Mo 3sEET 7 03 7 Miami Shores Villa Building Departme 10050 N.E.2nd Avenue, Miami Shores, Florida Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Permit No. I 0 Master Permit No. 2. oo3,- ) '1 Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) V % 1-t /ti (- b wv1- t . Phone # Owner's Address %G 5 5 AJ / 5 S r City „vt ., State T—Z _ Zip 3.3 f ?/ Tenant/Lessee Name Phone # 3 0S- 3-S813 Job Address (where the work is being done) / a. 71 - / ---? 7 1.se l gs- City Miami Shores Village County Miami -Dade Zip 33/ Is Building Historically Designated YES NO X Contractor's Company Name J11-e rz t- ezw-Sr Phone # 3c�s 7 yo -UO w Contractor's Address City State Zip Qualifier a. f --A Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit N /e-- Square Footage Of Work: A/4 Type of Work: ❑Addition EJAlteration ,New ❑ Repair/Replace ❑ Demolition Describe Work: Lt F- 7— Se rra..► re-e)12- SA -L.. CIC. IBS ****************************F * * * * * * * * *, *, ** * * * * * * **F * * * *, ** * * * * * ** **** ** * **, *** Submittal Fee $ 50-00 Permit Fee $ /-6;'-e--- i e-- /- CCF $ - 6 0 CO /CC Notary $ Training/Education Fee $ , a 0 Technology Fee $ iS 0 Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ /, 0 3 . V (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is 'hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is-issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this -2-3 day of p , 20 b y, by f7 i SGa t.,-3 e„, who is personally known to me or who has produced As identification and who did take an oath. NOTARY ' : LIC: Sign: Print: My Commission E OFFICIAL NOTARY SEAL PIP Y —.- I NOTARY PLC LIC STI TE OF FLORIDA • O. DD108558 COMMISSION EXP. APR. 14,2006 iffr A r Contractor The foregoing instrument was acknowledged before me this �3 day of ,206y,by /4/. ®_ gam ` , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Si Prin D14C33553 P. APR. 14,2006 * ** * * **** * ***** ** * ***** *** *********** * * * *** * *** * ** * * * *r **** * * * * * * * ** ***eta *** ** *** * * * * * * * ** ** * * * * * * ** * * * ** State Certificate or Registration No. (Certificate of Competency Holder) Certificate of Competency No. *************************************************4*********** *************** * * * * ** * * * *** * * * * * ** * * * * * * * * * * ** APPLICATION APPROVED B Chc 12115/03 Plans Examiner Engineer Zoning BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33)38 -2382 TELEPHONE (305) 795 -2204 FAX (305) 756 -8972 AFFIDAVIT FOR 30 DAY TEMPORARY ELECTRIC SERVICE (To be executed by Owner and tor Tenant, Budging 8c Electrical Contractor) 1 NOTE: ELECTRIC SERVICE WILL BE DISCONNECTED "WITHOUT NOTICE" UPON 30 DAY TERMINATION UNLESS APPLICATION IS RENEWED It is understood that the temporary- electrical approval by the Miami Shores Village, Building do Zoning Department given in connection with the building being constructed under: Building Permit No. uc 2 -.7 Electrical Permit No. C , 1 at address: C `l d - a,) < A' A:\i- 5-r: for owners: I// I. -16 ` all I is being given only for construction purposes or for testing the following installations being made in said structure: Lt r S;-ten Sub - paragraph 4501.3 (d) (3) of the South Florida Building Code provides for a 30 day maximum approval only in an URGENT NECESSITY for electric current exists. Necessity shall include the use of current for irrigation, security, humidity control, emergency power and lighting, such as for testing or construction purposes, provided the Electrical Contractor and owner do hereby agree to assume the responsibility of maintaining the installation in such a manner that there is no hazard to life and property. Such approval is in no event to be considered a release of said structure for purposes of use and occupancy, and no occupancy shall be granted or permitted until final inspections have been called for and approved by the inspection divisions concerned, and an occupancy permit obtained. The undersigned also understand that the temporary- electric approval is subject to rescission and cancellation, and electric power can be cut off at the discretion of the Building and Zoning Department and will be disconnected if the building concerned is occupied before final inspections are approved and occupancy permit obtained. I, 73r I: a: //9 ,being first duly sworn, depose and say that I am the owner of the above described property, and that I agree that the structure covered in this agreement shall not be occupied until the building contractor has obtained approval of final inspections. Sworn and subscribed before me this 23 ATURE OF OWNER day of Notary Public, State of Florida at My Commission Expires: Page I of 2 t• 30 DAY TEMPORARY-ELECTRIC SERVICE (continue; , being first duly sworn, depose and say that I am theilectrical ntractor for the above described pro • rty and that the electrical installations as now existing will not create a safety hazard if temporary-service is coon Sworn and subscribed before me this z� day of Pea , ?tea y Notary Public, State of Florida at My commission expires: OFFICIAL NOTARY SEAL SHELIA E DOVE OTARY PUBLIC STATE O^ FLORIDA COMMISSION NO. DD108558 MY COMMISSION EXP. AP SI z A ' 4 OF ELECTRICAL CONTRACTOR OF NO ' ' Y PUBLIC I, Ca is tal.wu , ®p A TI a enucapi. Cou5Tt2UGT ?Daybeing first duly sworn, depose and said that I am the Building Contractor of the above described property and that I will not permit occupancy of this building until final division obtained and that I have the authority insofar as the owner of said property is concerned to prohibit occupancy until such final inspections are obtained. Sworn and subscribed before me this 2,1 day of F , aco Notary Public, State of Florida My Commission Ems: I ''OFFICIAL NOTARY SEAL SHELIA E DOVE NOTARY PUI;LIC STC<TE OF FLORIDA COMMISSION NO. DD108558 MY COMMISSION EXP. APR. 14,2006 SIGNATURE OF ELECTRICAL INSPECTOR GNATURE • F NOTARY Release to FLORIDA POWER & LIGHT CO. Date by: (nave) Page 2 of 2 Date: To: (name) VILLAGE DEL MAR DEVELOPMENT GROUP, LLC PH 305 -981 -4701 1665 NE 115TH ST, NO 12 MIAMI, FL 33181 PAY DER O tot c 5 2,c- 1..-. �' ORDER OF G DATE Z;i CIA MAIN OFFICE BRANCH 040 2720 B em!, FI. 331'X5.32 MM 71 FOR 4. 2-c x) f- 7- 0:7'C.c C-c rt'-P5• n'OOL228a' 1:066009L5SI: 0 ?LS >'9911'06 1228 83- 916/680 BRANCH 040 DQUARS $ get. �, _�� — ;z�i =rte;: Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Printed: 2/27 /2004 Applicant: VILLAGE DEL MAR Owner: DEVELOPMENT JOB ADDRESS: 1271 -1219E Electrical Permit Permit Number: EL2004 -50 DEVELOPMENT VILLAGE DEL MAR 105 ST Contractor DOUG HEDDEN ELECTRIC, INC. Contractor's Address: 2200 N. W. 118 AVE. Local Phone: 888- 672 -7177 Parcel # 1122320270010 Legal Description: Page 1 of 1 Fees: Description Amount FEE2004 -2067 Building Fee $100.00 FEE2004 -2068 CCF $0.60 FEE2004 -2069 Technology Fee $2.50 FEE2004 -2070 Training and Education Fee $0.20 Total Fees: $103.30 Total Fees: $10 A Total Receipts: lo.00 53,30 Permit Status: APPROVED Permit Expiration: 8/21/2004 Construction Value: $103.00 Work: LIFT STATION TEMP. ELECTRIC RISER 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: M a s t e r P e r m i t No. & ' � j 3 - • 781 INSTRUCTIONS - The following steps must he tal:e.n to obtain a permit from the :Miami Shores Village: Step 1. Complete the attached permit application which must be signed by he pimci y owe and lifter. Both signatures must be mgoA d. kease print or type to allow for a more accurate processing of your application. if roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit_the completed =Hendon, with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: 1271 -1289 NE 105th Street Address Apt. Folio Number 11- 22 -32- 027 -0010 Lot A, A -1, A -2, A -3 Block Subdivision ANCO pB 53 PG 54 Current Use of Property Vacant Proposed Use of Property Tenant Information PERMIT TYPE (1/ _) Building Electricil Mechanical Plumbing LPGX Roofing Fence Other Miami Shores City Description of Work Ot' - Vt2L rf1-C Florida 33138 State ZIP Zoning Linear Feet Units 10 Bldg Value Square Feet Value of Work SA 7S'0 Tax Assessed/Appraised Value Flood Zone Base Floor Blev. Floors 2 PERMIT CHANGE (1) Chg. Contractor Renewal Revision Extension Supplement Reinspectlon ARCHITECT NalineROGER PIPER License NOAR 13039/FL Address 20100 NE 21ST AVE., N.MIAMI BEACH, FL 33179 7leleplmn305) 932 -5200 Fax (305) 932 -0025 PROPERTY OWNL lii.N: BRIAN SCHEINBLUM Nau* ILLAGE DEL MAR DEVELOPMENT GROUP, LLC Address s 1655 NE 115TH ST. # 12, MIAMI, FL 33181 HOB Telephrh5) 965 -5893 M 'WePh 305) 981 -4702 Fax (305) 675 -9221 ?ato 436-00 et, 6azI, 4 TYPE OF MANAGEMENT (.1 ) New Construction License No. Enclosure Telephone Alteration Exterior Repair Alteration interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name License No. PIA e4 / c-E"l wed ), f qv( Address 3 (U T-s-5 j #(3 Telephone 15-1 L 619(4.. Qualifier Name • !/ s [/ Page 2 PERMIT APPLICATION I_IIPi)R'I'�NT N()1I(_ES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDA F_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 MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR 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 CONSTRICTION SITES. Other construction may have a trailer which requires a separate permit.. 6. PORTABLE TOIL .FTS for a construction site require a separate permit. 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 Envimumental Resources Management (DERV') andfor Miami -Dade Water and Sewer Department IMDWASD) approval is required for applications involving sewers. A €FF IL)A 'I'r - Please read carejull Application is hereby tnade to obtain a pertnit 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. 1 understand that separate permits are required for ELECTRICAL, PLUMBLNIG, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may he additional permits required from other governmental agencies. 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 at n 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, 1u Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE 2 Sign of Owner Print Name Sworn to and subscribed before me this day of Signature SEAL.: � NANCY WATKINS {•, r MY COMMISSION # DD 190510 ■° ° "■ 'cz EXPIRES: May 8, 2007 %' R °s Bandon= Notary Rabb undelwdlers Personally known OR, Produced Identification IV Type of Identification Produced: lit IY" O 7 /- ^a e3" STATE OF FLORIDA, C Signature of Contrac OF MIAMI -DADS Print Name Sworn to and subscribed before me this day of Signa SEAL: 1/ of No NitNCYWATKINS MY COMMISSION # DD 190510 a° EXPIRES: May 8, 2007 ,. Bonded Tin Notary Public lhbermitera Personally known OR. Produced Identification Type of Identification Produced: Page 3 PERMIT APPLICATION • - INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. 1.1 I( YPE () I N. 1'1: Minimum Fee Dryer A/C Central 1-3 Ton Fan A/C Central 4-7 Ton Fire Pump A/C Central 8-15 Ton QIN. 1111)E Outlet, Appliance Outlet, Wall Outlet, Switch 1. N' Il Q'tY, Service Repair Service, Temporary Signs A/C Central 16-20 Ton AJC Central 20+ Ton A/C Window Air Conditioners Fixture - Fluorescent Oven Fixture Light Parking Lot Lights Space Heater (kw) Spas/Hot Tubs Flood Lights FPL - Load Central Garbage Disposal Chiller Generators. etc. Clear Violations Heat Recovery Compactor Deep Freezer Demolition Dishwasher Low-volt, Burglar Low-volt, Fire Low-volt. Intercom/Teleph. Plugmold/Strip Posts Range/Range Top Receptacles Subfeeds, No. of Amps Swim Pool, Commercial Swim Pool, Residential Switchboards Refrigerator, Comm. (p/PH) Refrigerator, Domestic Renew - Temp Service Temp Serv., Construction Temp for Test - 30 days Repair Circuits Low-volt, Television iio Service, Number of Amps MECH '1_11 Minimum Fee A/C Central, Tons Condensa te rain Q'l TYPE Generator Q11. fl Pl- QTY. Refrigeration, Tons A/C Wall/Win. Tons Air Handler, Tons Cooling Tower Dryer Vents, Number of Heating Strips, each Paint Booth Vent Hood, Cost Ventilation, Cost Ductwork, Cost of Barbecue Bath Fan-Vented, # Fire Sprinkler System Piping, Flammable Liquid Process/Pressure Piping Periodic Inspections Fireplaces, Number of Pressure Vessel PLI:11BIN(i 1 1/ I•E ()TV A/C Condensate Bath 'Mb Bidet Cap - Fixture Cap - Water Cap - Sewer Catch Basin Drains, Roof Drinking Fountain Filter Replace Fountain Gas - Appliance Gas - Natural Gas - Propane Clothes Washer Dental Chair Miscellaneous Fixture Q'l N , l'N t)1 Y. Miscellaneous Repairs Pool Piping Pump and Abandon Pump, Domestic Soakage Pit 1 Solar Water Heater Sprinkler Repair Sprinkler System Supply, AC Well Pump, Fire Stand Temporary Toilet Pump, Re-circulate Temporary Water Closet Urinal Discharge Well Dishwasher Disposal Domestic Well Grease Trap Ice Maker Drainfield, 4" Tile/Res. Drains, Area Drains, Floor Drains, French Pump, Sprinkler Pump, Sump Indirect Wastes Relay- Rs_pair Interceptor Roof Inlet Laundry Tray Lavatory Se tic Connection Utility - Sewer Utility - Water Vacuum Pump Water Closet Water Heater Meter Set (Gas) Minimum Fee Miscellaneous Equipment Septic Tank Sewer Connection Shower Sink Water Heater New Water Re-pipe Water Service Well, Supply RECEIVED AND REVIEWED BY: DATE: Page 4 PERMIT APPLICATION OFFICE USE ONLY C111,'.(:KI. I SI' D OWNER BUILDER FORM (Attach) U FIRE DEPARTMENT APPROVAL (Commercial / multi-family) • CONCURRENCY (New Construction) Ll OTHER (Specify &. Attach) U PROOF OF OWNERSHIP (Attach) • HRS / DERM APPROVAL (Septic / Sewer) J IMPACT FEE (New Construction) LI OTHER (Specify & Attach) U CONDO ASSOCIATION APPROVAL (Attach) • BPR APPROVAL (Restaurants) LI CONTRACTOR REGISTRATION (On File) PERN/ 1 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.E) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review Notary ISSU1Nt; REVIEWED AND PREPARED BY $ $ eve elp e0 = x/1000 x 0.60) (0.005/sq.ft.) (0.01/sq.ft.) TOTAL $ SECTION BY DATE Zoning Electrical • Z.V- 4 Mechanical Plumbing Fire Public Works Structural Building Official CONDF1.- ION ()I," Al31312()\',11_, Revised July 2001 10050 N.E. 2 " AVE., MIAMI SHORES, FL • (305) 795-2207 • FAX (305) 756-8972 • littp://www.miamishoresvillage.corn Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: EL2003 -353 Printed: 12/5 /2003 Electrical Permit Page 1 of 1 Applicant: VILLAGE DEL MAR Owner: DEVELOPMENT JOB ADDRESS: 1271 -12Bff DEVELOPMENT VILLAGE DEL MAR 105 ST Contractor BRINKS HOME SECURITY INC Contractor's Address: 9960 N. W. 116TH WAY, SUITE 12 Local Phone: 305 - 887 -8455 Parcel # 1122320270010 Legal Description: Fees: Description Amount FEE2003 -7854 Building Fee $100.00 FEE2003 -7855 CCF $0.60 FEE2003 -7856 Training and Education Fee $0.20 FEE2003 -7857 Technology Fee $2.50 Total Fees: $103.30 Total Fees: $1_913.200 Total Re eipts: $0.00 Permit Status: APPROVED Permit Expiration: 5/30/2004 Construction Value: $417.00 Work: LOW VOLTAGE DEC Signed: (INSPECTOR) 8 PAID 00(00S In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Printed: 12 /5/2003 Electrical Permit Permit Number: EL2003 -354 Page 1 of 1 Applicant: VILLAGE DEL MAR Owner: DEVELOPMENT JOB ADDRESS: 1271 -128ff Contractor Local Phone: 305 - 887 -8455 Parcel # 1122320270010 DEVELOPMENT VILLAGE DEL MAR 105 ST Contractor's Address: 9960 N. W. 116TH WAY, SUITE 12 Legal Description: Fees: FEE2003 -7858 FEE2003 -7859 FEE2003 -7860 FEE2003 -7862 Description Building Fee CCF Training and Education Fee Technology Fee Total Fees: Amount $100.00 $0.60 $0.20 $2.50 $103.30 Total Fees: $10300 Total Receipts: 16.00 533- Permit Status: APPROVED Permit Expiration: 5/30/2004 Construction Value: $700.00 Work: LOW VOLTAGE Signed: (INSPECTOR) DEC 0 8 PAID 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: 3 Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Printed: 12/5 /2003 Electrical Permit Permit Number: EL2003 -355 Page 1 of 1 Applicant: VILLAGE DEL MAR Owner: DEVELOPMENT JOB ADDRESS: 1271 -12BE DEVELOPMENT VILLAGE DEL MAR 105 ST Contractor BRINKS HOME SECURITY INC Contractor's Address: 9960 N. W. 116TH WAY, SUITE 12 Local Phone: 305 - 887 -8455 Parcel # 1122320270010 Legal Description: Fees: Description Amount FEE2003 -7863 Building Fee $100.00 FEE2003 -7864 CCF $0.60 FEE2003 -7865 Training and Education Fee $0.20 FEE2003 -7866 Technology Fee $2.50 Total Fees: $103.30 Total Fees: $1 30 Total Receipts: $0.00 53,3D Permit Status: APPROVED Permit Expiration: 5/30/2004 Construction Value: $442.00 Work: LOW VOLTAGE Signed: (INSPECTOR) (0(00S DEC 0 8 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Printed: 12 /5/2003 Electrical Permit Permit Number: EL2003 -360 Page 1 of 1 Applicant: VILLAGE DEL MAR Owner: DEVELOPMENT JOB ADDRESS: 1271 -12S Contractor Local Phone: 305 - 887 -8455 Parcel # 1122320270010 DEVELOPMENT VILLAGE DEL MAR 105 ST Contractor's Address: 9960 N. W. 116TH WAY, SUITE 12 Legal Description: Fees: FEE2003 -7889 FEE2003 -7890 FEE2003 -7891 FEE2003 -7892 Description Building Fee CCF Training and Education Fee Technology Fee Total Fees: Amount $100.00 $0.60 $0.20 $2.50 $103.30 Total Fees $1O .®00 Total Receipts: $O�00 53.3 0 Permit Status: APPROVED Permit Expiration: 5/30/2004 Construction Value: $942.00 Work: LOW VOLTAGE DEC 0 8 PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: EL2003 -356 Printed: 12/5 /2003 Electrical Permit Page 1 of 1 Applicant: VILLAGE DEL MAR Owner: DEVELOPMENT JOB ADDRESS: 1271 -12S DEVELOPMENT VILLAGE DEL MAR 105 ST Contractor BRINKS HOME SECURITY INC Contractor's Address: 9960 N. W. 116TH WAY, SUITE 12 Local Phone: 305 - 887 -8455 Parcel # 1122320270010 Legal Description: Fees: Description Amount FEE2003 -7867 Building Fee $100.00 FEE2003 -7874 CCF $0.60 FEE2003 -7875 Training and Education Fee $0.20 FEE2003 -7876 Technology Fee $2.50 Total Fees: $103.30 Total Fees: $103400 Total Receipts:® $GAO 3 Permit Status: APPROVED Permit Expiration: 5/30/2004 Construction Value: $300.00 Work: LOW VOLTAGE DES 0 8 PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: CAS OFFICE USE ONLY] CONDITION OF PPROVA L Page 4 PERMIT APPLICATION CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) • CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund $ o 2,6 State DCA (Radon) $ Code Enforcement Fine Zoning Review ( sq.ft. = x/1000 x 0.60) (0.005 /sq.ft.) (0 O1/sq.ft.) `oo p /03.3 --D St7� O'p TOTAL $ qs� ISSUING OFFICIAL REVIEWED AND PREPARED BY: SECTION Zonin Electrical Mechanical Plumbin Public Works Structural Building Official ATE: Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com PERMIT APPLICATION Master Permit No. fiP y 3 i '/ Subsidiary Permit No. F INSTRUCTIONS - The foIIoviiig steps must be taken to obtain a permit from the I\LiamiShores Village: Step 1. Complete the attached permit application which print or type to allow for a more accurate processing along with this permit application. must be signed by the property owner and qualifier. Both signatures must be notarized. Please of your application. If roofing work will be done, a roofing application must be submitted Step 2. Submit the completed application with all necessary processing of your application, you may be asked to documents to the Building, Planning and Zoning Department for processing. During the submit additional information. j PPLICATION Job Address: 4'15 `V t /Q � Address Folio Number /f I3 6' 1 1D /C) 1.47 Lot Apt. Block Subdivision "11/i PB PG Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical 1 Plumbing LPGX Roofing Fence Other City Description of Work State 33/3 Zip l/o L 7/9 - Zoning Linear Feet Square Feet Units Floors Value of Work 7o--0 °' Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax PROPERTY OWNER 0Name V iin ae & Addr7j6 Ss.— iv t. // 5- 5T 9f 4/M--i-L. (- Home Telephone 3a c_-46,5 5-8 3 Business Telephone 3v , 9 /f-- c/-70 /7� !q `7 Fax TYPE OF MANAGEME (✓ ) New Construction License No Enclosure Telephone Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'I Detachment Other ENGINEER Name License No Address Telephone Fax CONTRACTOR Name 4,2_,//vie_� License No. ce." � a "BfTffk ofife/5ocurfty Address 3327 N.W. 55th St., Bldg. 13 Ft. Lauderdale, FL 33309 Phone: (954) 486 -6771 • Fax: (954) 486-67 Telephone hrtp: /twww.brInlrpygorn Qualifier Name )) /5/) .55 cc-Tr Page 2 PERMIT APPLICATION INIPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED 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 MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR 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. 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. ,V"FIDAV'IT - Please read carefully. 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. 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 accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA,. COUNTY OF MIAMI -DADE Signature of Owner Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: Personally known STATE OF FLORIDA, OF MIAMI -DADE Signature Print Name worn to and subscribed before me Signa SEAL day of I\n\o , Signature of Notary • . +:s =° pp1�� 0.4 ,sec�npne C3NS AW ' � '.. ".e ' - ' MMI ION t CC 9 5 - ° e EkPIRES:Ociober23, o BondeuThtnNataryPAItnUnd OR, Produced Identification Personally kn Type of Identification Produced Type of Identificati . Produced: Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPP: Outlet, Appliance QTY. TYPI; Service Repair QTY. A/C Central 1 -3 Ton - Heating Strips, each Fan Outlet, Wall Service, Temporary - Paint Booth A/C Central 4-7 Ton Fire Pump Outlet, Switch - Piping, Flammable Liquid Signs A/C Central 8-15 Ton Fixture - Fluorescent - Process/Pressure Piping Oven Space Heater (kw) A/C Central 16-20 Ton - Pressure Vessel Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Sere, Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. % Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL I'YPI Minimum Fee QTY. TYPE Condensate Drain QTY. "I PF. - Generator QTY. "TYPF. Refrigeration, Tons QTY. A/C Central, Tons QTY. Cooling Tower - Heating Strips, each Vent Hood, Cost A/C Wall/Wm. Tons Dryer Vents, Number of - Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System - Process/Pressure Piping Pump and Abandon Bath Fan - Vented, # Fireplaces, Number of - Pressure Vessel Gas - Appliance PLUMBING TYPE; A/C Condensate QTY. TYPF Drains, Roof QTY. "I'YPI; Miscellaneous Fixture QTY. TYPF, Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply DATE: Page 4 PERMIT APPLICATION OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review ISSUING OFFICIAL REVIEWED AND PREPARED BY $ „60 $ Sa (sq.ft. = x/1000 x 0.60) (¢.005 / sq.ft.) (¢:01 /sq.ft.) 11 � D) S - -58- TOTAL $ SECTION BY DATE Zonin ■••■ Fax Electrical�P..i Business Telephone 30 .5-°-7g / — Y°70 1/ Mechanical Demolish Plumbing Relocation of Structure Fire Foundation Only Public Works Add'l Attachment Structural Add'l Detachment Building Official Other DATE:°' CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com PERMIT APPLICATION Master Permit No. /P >eV 3 i'/ Subsidiary Permit No. 2.. 0-Z-. 3 INSTRUCTIONS - The folloN' ing steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized, Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. A PPLICATION Job Address: /)-'?f /ti G / Address Folio Number - / /)' l 3 y fl %7'f�J0 Lot C -)'d Block Apt. Fd/4M2/ .5-67.104 /3, City State Zip Description of Work Subdivision 1/®`/ G k / B PG Zoning Linear Feet Current Use of Property Square Feet Units Floors Proposed Use of Property Value of Work 1- #1--'" Bldg Value Tenant Information PERMIT TYPE (✓ ) Building Electrical V Mechanical Plumbing LPGX Roofing Fence Other Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax PROPERTY OWNER Name VW/9 �i /JL t- e "9-4. Address/6 SS oi/6 /1 S 5 % Act /nisi /1 r-� 33/8"/ Home Telephone 304---9‘t---5-0, Business Telephone 30 .5-°-7g / — Y°70 1/ Fax TYPE OF MANAGEMEN (✓ ) New Construction License No Enclosure Telephone Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other ENGINEER Name License No Address Telephone Fax CONTRACTOR Name ge,m,r s License No. Address Telephone cow4hone: Brinks Home Security 3327 N.W. 55th St, Slag. to Ft. Lauderdale, FL 33309 (954) 486 -6771 • Fax: (954) 48 htto://www.brInka.com Fax Qualifier Name b, 69.55e err Page 2 PERMIT APPLICATION 1111'OR'I ANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED 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 MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR 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. 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. 1EH DAN, IT - Please read carefully. 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 FI.F,CTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. 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, 1d Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLO A, COUNTY OF MIAMI -DADE *nature of caner Print Name STATE OF FLORIDA C OF MIAMI-DADE Signa Print Name Sworn to and subscribed before me this day of , Sworn to and subscribed before me Signature of Notary Public - State of Florida SEAL: Personally known OR, Produced Identification day of , Signature of Notary: SEAL: i`1►, A bltc Otda GC�;�laC1ENBK W yrr∎r,rr �Ic,;+;,CC95379 `tr I ^^•• Eki lrirS Ociager23,2004 Bond„ uThruNdaPyPubitundermitets Personally known OR, Produc enn ica Type of Identification Produced: Type of Identificatio Produced Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below: ELECTRICAL TYPE Minimum Fee Q'I'Y. "TYPE Dryer QTY. TYPE Outlet, Appliance QTY. UPI ; Service Repair QTY. A/C Central 1 -3 Ton - Heating Strips, each Fan Outlet, Wall Service, Temporary - Paint Booth A/C Central 4-7 Ton Fire Pump Outlet, Switch - Piping, Flammable Liquid Signs A/C Central 8 -15 Ton Fixture - Fluorescent . io /: r: y r .. 1 . - Oven Space Heater (kw) A/C Central 16-20 Ton - Pressure Vessel Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv, Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. / Repair Circuits 69 -rte i Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TA PI': Minimum Fee QTY. 'I YPI: Condensate Drain QTY. "TYPE, Generator QTY. "TYPI; Refrigeration, Tons QTY. A/C Central, Tons QTY. Cooling Tower - Heating Strips, each Vent Hood, Cost A/C WaWWin. Tons Dryer Vents, Number of - Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System . io /: r: y r .. 1 . - Pump and Abandon Bath Fan - Vented, # Fireplaces, Number of - Pressure Vessel Gas - Appliance PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPI,: Miscellaneous Fixture Q "TY. T\ l'E Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply RECEIVED AND REVIEWED B Page 4 PERMIT APPLICATION OFFICE USE ONLY CHECKLIST LI OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) LI IMPACT FEE (New Construction) O OTHER (Specify & Attach) ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) O CONTRACTOR REGISTRATION (On File) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond $ eve Metropolitan Dade County (C.C.F.) $ e 6t, (sq.ft. = x/1000 Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review ISSUING OFFICIAL x 0.60) $ ' 0 (¢.005 / sq.ft.) (¢:01 /sq.ft.) �.i -3l s a. 9v t-1. 6_5F-7 ( 03 2-0 50_ 0-e TOTAL $ 53 .3 a REVIEWED AND PREPARED BY: SECTION Name BY DATE Zonin: Fax Repair Electrical t// ,,r%/r �� r ' Mechanical Relocation of Structure F Shell Only Plumbing Foundation Only Add'I Attachment Fire Other Add'l Detachment Public Works Other Structural Building Official CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com g� PERMIT APPLICATION Master Permit No. Subsidiary Permit No: C. 0 3 ?a S S INSTRUCTIONS The following steps must be taken to obtain a permit front the Miami Shores Village :�� Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: fY-1SNt /0 s'45-r Address Folio Number 1/ L ? fr 1 ocrid Apt. Lot Block City Description of Work r-� State Lobo Va-rncie Zip Subdivision Vile ha- IAA' PB PG Zoning Linear Feet Current Use of Property Square Feet �-lp , ,Pr� Proposed Use of Property Value of Work Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. Units Floors PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax PROPERTY OWNER Name vi i5-Q./ flmc ail, Address /6 .s_5,... 1J e ,, � 1. ,,,,,,, , r-t 331 1 Home Telephone 30 -, 9 5-2 qj Business Telephone 9 U5 ``l f /.�. (/7)- Fax TYPE OF MANAGEMENT (✓ ) New Construction l/ Enclosure Telephone Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name License No.�®0.I Address Phone: Brinks Home Security 3327 N.W. 55th St , 131dg. 13 Ft. Lauderdale, FL 33309 (a54) 486-8 1 - Fax: (9E4) 406 -6789 http: //www.brinks.com Telephone Fax Qualifier Name b. ep ��L J Page 2 PERMIT APPLICATION I\IPOR'I.. N'r NOTICI',S 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED 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 MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR 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. 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. 1FFIDAVIT - Please read carefully. 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. 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 accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Owner Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: STATE OF FLORIDA, CO OF MIAMI-DADE Si SEAL: NSTANCE POLEVI MY COMMISSION # CC 953795 EXPIRES: October 23,2004 • E` BondedT iuNoteryPublicUndewritias Personally known OR, Produced Identification Personally known'' • ...AR; camn Type of Identification Produced: Type of Identification Produced: Page 3 PERMIT APPLICATION 11 INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. ELECTRICAL TYPE Minimum Fee QTY. 'I"YPE Dryer Q'I'Y. TYPE Outlet, Appliance QTY. TYPI; Service Repair QTY. A/C Central 1-3 Ton Cooling Tower Fan Outlet, Wall Service, Temporary A/C Central 4-7 Ton Paint Booth Fire Pump Ventilation, Cost Outlet, Switch Air Handler, Tons Signs Ductwork, Cost of A/C Central 8-15 Ton • Fixture - Fluorescent Oven Space Heater (kw) Process/Pressure Piping A/C Central 16-20 Ton Fixture Light Bath Fan - Vented, # Parking Lot Lights Fireplaces, Number of Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits 5V A Dishwasher Low -volt, Television _ Service, Number of Amps Water Heater New MECI- IANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPI; Generator TYPE, Miscellaneous Fixture QTY. TYPE Refrigeration, Tons Q'1'Y. A/C Central, Tons Bath Tub Cooling Tower - Heating Strips, each Vent Hood, Cost A/C Wall/Wm. Tons Dryer Vents, Number of Paint Booth Filter Replace Ventilation, Cost Pool Piping Air Handler, Tons Sprinkler Repair Ductwork, Cost of - Piping, Flammable Liquid • Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Cap - Water Gas - Appliance Bath Fan - Vented, # Pump, Domestic Fireplaces, Number of - Pressure Vessel Cap - Sewer PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof Q'I Y. TYPE, Miscellaneous Fixture QTY. TYPI: Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply RECEIVED AND REVIEWED BY: CONDITION OF APP ROVAL Page 4 PERMIT APPLICATION OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond $ Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zonin Review 6 (sq.ft. = x/1000 x0.60) $ p 0 (¢.005 / sq.ft.) (0.01 / sq.ft.) 11 z.S . D D 50,00 14 1,581 (03.3D 5b.. 0 -0 SECTION BY DATE Zonin: Telephone Fax Electrical W.-- ...- lj� �j�r " Mechanical Demolish Plumbing Relocation of Structure Fire Foundation Only Public Works Add'l Attachment Structural Add'l Detachment Building Official Other Revised July 2001 10050 N.E. 21D AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com PERMIT APPLICATION Master Permit No. i P !' 3 -.7g/ Subsidiary Permit No. r Z 01a e 5 INSTRUCTIONS - The follow ing steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the propertXowner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. ,Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: /) 1-7 AI C= NCI"- d C J" Address Apt. // 75 City State Folio Number //" y)- `3 1--0)--) ---0-0/6 Description of Work Zeal fr el- /4` &E Lot / Y Block Subdivision V114 btu /A/9A- PB PG Zoning Current Use of Property Square Feet Units Floors Proposed Use of Property Value of Work 967," Bldg Value Tenant Information 31/38 Zip Linear Feet PERMIT TYPE (✓ ) Building Electrical v Mechanical Plumbing LPGX Roofing Fence Other Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax PROPE, RTY ER /OWN ,y, Name t/ ` 1/ C G t /'!/W Address l7 S e /l J ! y Ern,/ /� ft 3 3/.3 / Home Telephone 30 S 16s---5-f93 Business Telephone 96c....„ w/ � c/ / �"!Q! Fax TYPE OF MANAGEME (✓ ) New Construction License No. Enclosure Telephone Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other ENGINEER Name License No. Address . Telephone Fax CONTRACTOR Name License No. Address 9y/ Brinks Home Security 3327 N.W. 55th St., Bldg. 13 Ft. Lauderdale, FL 33309 Phone; (954) 4N07/1 rex: (954) 486.67 http: ffinvw.brInks.com Qualifier Name ). �✓��SC�! f Telephone Page 2 PERMIT APPLICATION IMII'OR'I';INT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED 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 MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR 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. 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. AFFIUat'IT - Please read carefully. 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 ET.F,CTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. 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 accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Owner Print Name Print Name Sworn to and subscribed before me this day of Sworn and subscribed before me r. day of , Signature of Notary Public - State of Florida SEAL: Personally known of gialifiANCE t a" "31�MIS .IONfICC953i9b 4,s EXPIRES: October23, 2004 0. Bonded Thru Notary Puble tit OR, Produced Identification Personally known Type of Identification Produced Type of Identificati n Produced: Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. ELECTRICAL TI `PE Minimum Fee QTY. TYPE Dryer QTY. 'TYPE Outlet, Appliance QTY. 'IYPI; Service Repair Q Y. A/C Central 1 -3 Ton Vent Hood, Cost Fan A/C Wall/Win. Tons Outlet, Wall Dryer Vents, Number of Service, Temporary Ventilation, Cost A/C Central 4-7 Ton Air Handler, Tons Fire Pump Ductwork, Cost of Outlet, Switch Periodic Inspections Signs Barbecue A/C Central 8 -15 Ton Fire Sprinkler System Fixture - Fluorescent Oven Bath Fan - Vented, # Space Heater (kw) Fireplaces, Number of A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Sere, Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. / Repair Circuits ,► Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE. Condensate Drain QTY. 'IYPI. Generator QTY. TYPE Q'1'Y. Refrigeration, Tons A/C Central, Tons TYPE Soakage Pit Cooling Tower Heating Strips, each Vent Hood, Cost Drinking Fountain A/C Wall/Win. Tons Miscellaneous Repairs Dryer Vents, Number of - Paint Booth Ventilation, Cost Bidet Air Handler, Tons Filter Replace Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Sprinkler Repair Barbecue Cap - Fixture Fire Sprinkler System - Process/Pressure Piping Pump and Abandon Bath Fan - Vented, # Sprinkler System Fireplaces, Number of - Pressure Vessel Gas - Appliance PLUMBING TYPE A/C Condensate QTY. TN PF Drains, Roof QTY. 'IYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QT1. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply RECEIVED AND REVIEWED BY: Page 4 PERMIT APPLICATION OFFICE USE ONLY CIIECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review 0 6 b .7 0 (sq.ft. = x/1000 x ¢.60) (¢.005 / sq.ft.) (¢:01 /sq.ft.) .zs_ 03 -4 -c 1,52) [03 7- 5' t7 � TOTAL $ S3.2 ISSUING OFFICIAL REVIEWED AND PREPARED B SECTION Zonin CONDITION OF APPROVAL Electrical Mechanical Plumbin Public Works Structural Buildin: Official Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http:/ /www.miamishoresvillage.com PERMIT APPLICATION Master Permit No. /5P 21-e-3-7d/ Subsidiary Permit No. 'C I_ 0.1 — 7 INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: /k I " e lO c N4902/ 5-/%erde e /3<is7 Address Folio Number /f y J. 3% 6 »7 t/3 Lot ! Block Subdivision /Mb M9� PB- Current Use of Property Proposed Use of Property Tenant Information Apt. PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other City State Description of Work i-Q (/il I/o 1---1/9-6 Zip Zoning Linear Feet Square Feet Units Floors Value of Work (1t Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax PROPERTY OWNER Name ilmit . • /) ft- . V/�Ss. Address N e 1/ r 17 i /1,-- iexti9 -r / et 37/8/ Home Telephone 30 i 4i63 — e j 3 Business telephone i% - 91g/_ (he Fax TYPE OF MANAGEMENT (✓ ) New Construction V Enclosure Telephone Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name &J//4: ) License No. cG ' Address Brinks Home Security 3397 N W. .5th St, Bldg. 13 Ft. Lauderdale, FL 33309 Phone: (954) 486 -6771 • Fax: (954) http: / /www.brinks.com Telephone Fax Qualifier Name s cam. 6-67 Page 2 PERMIT APPLICATION IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED 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 MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR 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 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. AFFIDAVIT - Please read carefully. 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. 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 accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Owner Print Name STATE OF FLO • r A, • UNTY OF MIAMI-DADE Signature Print Name Sworn to and subscribed before me this day of wom to and subscribed before " day of I A� V ©V , 1Q Signature of Notary Public - State of Florida SEAL: Personally known OR, Produced Identification Type of Identification Produced: Signature of Notary SEAL: C0N8TANCgP0 -" • �. 4 MY COMMISSION # CC 953795 -ru; -�r �'�• EXPIRES:Octobar23 2004 Bonded Thw Noapy Public Unde�em Personally known --OR; -ModucedlaPtaCition Type of Identificati Produced: • Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. ELECTRICAL TYPE QTY. TYPE Dryer QTI'. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. Minimum Fee A/C Central 1-3 Ton Heating Strips, each Fan Miscellaneous Repairs Outlet, Wall Solar Water Heater Service, Temporary Paint Booth A/C Central 4-7 Ton Filter Replace Fire Pump Pool Piping Outlet, Switch - Piping, Flammable Liquid Signs Cap - Fixture A/C Central 8 -15 Ton Fountain Fixture - Fluorescent • to ,: l 1.•,• Y . Oven Sprinkler System Space Heater (kw) Cap - Water A/C Central 16-20 Ton Pressure Vessel Fixture Light Pump, Domestic Parking Lot Lights Supply, AC Well Spas/Hot Tubs Cap - Sewer A/C Central 20+ Ton Gas - Natural Flood Lights Pump, The Stand Plugmold/Strip Temporary Toilet Subfeeds, No. of Amps Catch Basin A/C Window Gas - Propane FPL - Load Central Pump, Re- circulate Posts Temporary Water Closet Swim Pool, Commercial Clothes Washer Air Conditioners Gas Piping Garbage Disposal Pump, Replace - Pool Range/Range Top Urinal Swim Pool, Residential Dental Chair Chiller Grease Trap Generators, etc. Pump, Sprinkler Receptacles Utility - Sewer Switchboards Discharge Well Clear Violations Ice Maker Heat Recovery Pump, Sum • Refrigerator, Comm. (p/PH) Utility - Water Temp Sere, Construction Dishwasher Compactor Indirect Wastes Low -volt, Burglar Relay Repair Refrigerator, Domestic Vacuum Pump Temp for Test - 30 days Disposal Deep Freezer Interceptor Low -volt, Fire Roof Inlet Renew - Temp Service Water Closet Domestic Well Demolition Laundry Tray Low -volt, Intercom/Teleph. Septic Connection Repair Circuits Water Heater 11) /A- Drainfield, 4" Tile/Res. Dishwasher Lavatory Low -volt, Television Septic Tank Service, Number of Amps Water Heater New Drains, Area MECHANICAL TYPI, Minimum Fee QTY. TYPE Condensate Drain QTY. TYPI, Generator QTY. TYPI? Refrigeration, Tons QTI'. TYPI. Soakage Pit A/C Central, Tons Bath Tub Cooling Tower Heating Strips, each Vent Hood, Cost Miscellaneous Repairs A/C Wall/Win. Tons Solar Water Heater Dryer Vents, Number of Paint Booth Ventilation, Cost Filter Replace Air Handler, Tons Pool Piping Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Cap - Fixture Barbecue Fountain Fire Sprinkler System • to ,: l 1.•,• Y . Sprinkler System Bath Fan - Vented, # Cap - Water Fireplaces, Number of Pressure Vessel Pump, Domestic PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TIP! : Miscellaneous Fixture Q"I'Y. TYPI. Soakage Pit QTI ". Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, The Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sum • Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply RECEIVED AND REVIEWED BY: PERMIT APPLICATION Master Permit No. 't P : 0 C 3 - `P e j Subsidiary Permit No. 003 — g-k• INSTRUCTIONS -The following steps; must :be,takett' o olitairt a permit from the t•liami Shores Village: Step 1. Complete the attached permit application which must be signed by the praamay owuer•and qualifier. Both signautres must he notarized Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with ail necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. Job Address: 1271 - 1289 NE 105th Street Miami Shores Florida Address Apt. City Folio Number 11- 22 -32- 027 -0010 Lot IA, A -1, A -2, A -3 Block Subdivision AN CO P13 53 Current Use of Property Vacant Proposed Use of Property Tenant Information 33138 State Description of Work Construction of 10 Townhome units Zip PG 54 Zoning Linear Feet Square Feet Units 10 Floors 2 PERMIT TYPE ( ✓ -) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Value of Work eic d C C Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT . Name ROGER PIPER Ueause NaAR 13039/FL Address 20100 NE 21STAVE., N.MIAMI BEACH, FL 33179 ThlePhanT305) 932 -5200 Fat (305) 932 -0025 PROPERTY OWnITN: BRIAN SCHEINBLUM NamtIILLAGE DEL MAR DEVELOPMENT GROUP, LLC Address 1655 NE 115TH ST. # 12, MIAMI, FL 33181 Bane T r 05) 965 -5893 Burms 1h1005) 981 -4702 Fax (305) 675 -9221 TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior License No. Repair • Alteration Interior Demolish Telephone Relocation of Structure Shell Only Foundation Only Add'( Attachment Other Add'l Detachment Other ENGINEER • Name License No. • Address Telephone Fax CONTRACTOR Name License No. beds Ji!kt 3/. evo Address a ao©N 0-)1 3 �oz� �6.1 TaePhoue fsr9— yid-7/77'4m 9,W - 92f' -7J91 Qualifier Name PQ Page 2 PERMIT APPLICATION Ii1IPQl�lAht 111E ?IicEs 1. DO NOT BEGIN ANY WORK Wfl'HOtff HAVING RECEIVE[) YOUR VALIDATED PERMJTANT) 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.rn. 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 MAINTAINED INA CLEAN. NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR 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 CONSTRUC.l'I()N SITES. Other construction may ltare a trader which requires a separate permit 6. PORTABLE. TOILETS for a construction site require a separate permit. 7. DO NOT DISCI LARGE WATER INTO THE RIGIrl OF WAY OR STORM DRAINS without approval from the Building. Planning and Zoning Dcpaeintent. 8. EQUI.PMEN7•AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (MRS) approval k required for applications involving septic tanks. Department of Environmental R.esou ees Management ( DEBMI and /or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. a5 Application is hereby made to obtain a permit to do work and 'installation, as indicated. .f, 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 pen-nits required from other governmental agencies. 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 Cotntnencetnent must be POSTED AT T HE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DARE Sr e of Owner riOr &I- einb(un Print Name Swom to and subscribed before me this & day of . 7Us, _ • Si tfatI.. of Nhiary Public - State of Flo SEAL: Luvyanka Sequeira Commission #DD19113 Expires: Jun 02, 2007 ---,I,46, n. Bonded 1 u Personally known >tfdattill&ciltiitation Type of Idemif cation Produced: STMT. QJYFLl3rltl 1t;,�. COE jl�it�'�LIAMI -DARE Signature of Cc, Print Name Sworn to and subscribed before the this 4.4 day of ��Quaiitier 9 /4J gnature o/Notary Public of on ; ;�Aql,',, -..State a`Sequeira Commission #DD219113 *; ,' << Expires: Jun 02, 2007 ''t�' • g ' Bonded Titre i,,rpFtR`v�: Atlantic Bonding Co., Inc. Personally known OR. Produced Identification Type of Identification Produced: F L • PI.* 14_0-13-z.-5- F -4/00-t SEAL: tlortda p) Page 3 PERMIT APPLICATION INSTRUCT ONS: Please indicate he type of work being performed and quantity(ies) in the space provided below. Minimum Fee A/C Central 1-3 Ton AIC Central 4-7 Ton A/C Central 8-15 Ton AiC Central 16.20 Ton AIC Central 20+ Ton AIC Window Air Conditioners Chillcr Clear 'Violations Dryer Outlet, Appliatu i Fan l Outlet, Wall Fire Pump Outlet, Switch Fixture - Fluorescent Fixture Light Flood Lights - Load Central Garbage Disposal Compactor Deep Freezer Demolition Dishwasher Generators, etc. Heat Recovery .... Low-volt, Burglar Refrigerator, Domestic Low-volt, Fire Renew - Temp Service Low-volt, Intercom/Teleph. 1 Repair Circuits Oven 11 Parking Lot Lights Plugmold/Strip Posts Range/Range Top Receptacles Refrigerator, Comm. (WPM Service Repair Service, Temporary Signs Space Heater (kw) Spas/Hot Tubs Subfeeds, No. of Amps Swim Pool, Counnereial Swim Pool, Residential Switchboards Temp Serv., Construction Temp for Test - 30 days Low-volt, Television Service, Number of Amps ! Minimum Fee Condensate Drain AIC Central, Tons Cooling Tower AIC Wall/Win. Tons Dryer Vents, Number of Air Handier, Tons Barbecue Bath Fan-Vented, # Ductwork, Cost of Fire Sprinkler System Fireplaces, Number of Generator Heating Strips, each Paint Booth Piping, Flammable Liquid Proces,..s/lPressure Piping Pressure Vessel Refrigeration, Tons Vent Hood, Cost Ventilation, Cost Periodic Inspections A/C Condensate Bath Tab Bidet Cap. Fixture Cap. Water Cap - Sewer Catch Basin Clothes Washer Dental Chair Drains, Roof Drinking Fountain Filter Replace Fountain Gas - Appliance Gm-Natwal Gas - Propane Discharge Well Dishwasher Disposal Domestic Weli Drainfield, 4" 'Ille/Res. Drains, Area Drains, Floor Drains, French Grease Trap Ice Maker Indirect Wastes Interceptor Laundry 'fray Lavatory Meter Set (Gas) Minimum Fee Miscellaneous Equipment Misozlianeous Fixture Miscellaneous Repairs Pool Piping Pump and Abandon Pump, Domestic Pump, Fire Stand Pump, Re-circulate Pump, Replace - Pool Pump, Sprinkler Pump, Sump Relay Repair Roof Inlet Septic Connection Septic Tank Sewer Connection Shower Sink Soakage Pit Solar Water Heater Sprinkler Repair Sprinkler System Supply, AC Well Temporary Toilet Temporary Water Closet Urinal Utility - Sewer Utility - Water Vacuum Pump Water Closet Water Heater Water Heater New Water Re-pipe Water Service Well, Supply RECEIVED AND REVIEWED BY: DATE: Page 4 J OFFICE USE ONLY I ,I+AL.i`? - ; :;x ..¢ms .... v..:;`� "�`:.. G OWNER - BUILDER FORM (Attach) G FIRE DEPARTMENT APPROVAL (Commercial / multi - family) L J CONCURRENCY (New Construction) O OTHER (Specify & Attach) G PROOF OF OWNERSHIP (Attach) a FIRS / DERM APPROVAL (Septic / Sewer) �] IMPACT FEE (New Construction) • OTHER (Specify & Attach) PERMIT APPLICATION 0 CONDO ASSOCIATION APPROVAL (Attach) G BPR APPROVAL (Restaurants) i.l CONTRACTOR REGISTRATION (On File) $3.00 per page (Scanning Fee) $ Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine $ Zoning Review $ X60‘, �A $ Notary iSSt iNG •o FI( ;rA1 $ (sq.ft. = x /1000 x vb0) (0.005; sq.ft.) (C.01Isq.ft.) TOTAL $ REVIEWED AND PREPARED B SECTION BY DATE Zonin: Electrical E_ !��/ -� Mechanical Plumbin: Fire Public Works Structural Building Official ' -- CONDITION OF ;1I1PRO Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com IAMI SHOk S VILLAG 3 ` DING DEPARTMEN 305 - 795t2204 Building Inspection Request Dates Type Insp'n Permit- No. Address Z1 1 PE, I OS 5 Company 00 I, t Phone Inspection Date 1 u PERMIT APPLICATION Master Permit No. R9 - Subsidiary Permit No. - -14 ,P ItNSTRUCTIONS. -'Che follosringsteps ninst be to:obtaiti a.perirltit4 from >tile jliatni:Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner-nnd- qualifier. Both signabures_Must he notarized Please print or type to aUow fora more accurate processing of your application. Tf roofing work will be done, a roofing application must be submit- ted along with this permit application. Step Z Submit the completed application with all necessary decwneots to the Building, Planning and Zoning Department €or processing. During the processing of your application, you may be asked to submit additional information. Job Address: 1271 - 1289 NE 105th Street Address Apt. Folio Number 11- 22 -32- 027 -0010 Lot A, A -1, A -2, A -3 Block Subdivision ANCO PI3 53 Pr 54 Current Use of Property_ Vacant Proposed Use of Property Tenant Information PERMIT TYPE ( ✓.) Building Electrical Mechanteal Plumbing LPGX Roofing Fence Other Miami Shores City Florida 33138 State Description of Work _Construction of 10 Townhome units Zip Zoning • Linear Feet Square Feet Units 10 Floors 2 Work Bldg Value •'Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT CHANGE (✓ Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT . NauleROGER PIPER License NO■R 13039/FL Address 20100 NE 21ST AVE., N.MIAMI BEACH, FL 33179 °305) 932 -5200 Fes (305) 932 -0025 PROPERTY OWNFAg_ _N: BRIAN SCHEINBLUM NamV1LLAGE DEL MAR DEVELOPMENT GROUP, LLC Address 1655 NE 115TH ST. # 12, MIAMI, FL 33181 Tdephane- ou5) 965 -5893 Business lkielasultea05) 981 -4702 Fax (305) 675 -9221 TYPE OF MANAGEMENT( ✓ ) New Construction V Enclosure • Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other • ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name /77 - prw ply b1kij e License No. fB F c A Z6f 't . !ice s �h9� , P / 33i' Telephone] . le ewe ze Fast �co 6 Qualifier Name siim, e Page 2 PERMIT APPLICATION IMPORTANT NO PI C ES I. 00 NOT BEGIN ANY WORK WITHOtr r HAVING RECEIVED YOUR VALIt)NFEI) 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 MAINTAINED IN A CLEAN. NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND-DEBRIS. 4. SW.ALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES. AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street /sidewalk. 5. CONSTRUCTION T'RAII.ERS ARE PROHIBITED) ON SINC:t.E FAMILY RESIDENTIAL IAL CONSTRIJCITON SITES. Other construction may he +:e a ,*tier* which requires; a separate permit. 6. PORTABLE TOILETS for a construction site require a separate penis. t. DO NOT DISCIIARGE WATER 1N1'O 111E R1Gf f1' OF WAY OR STORM DRAINS without approval from the Building. Planning and Zoning Department 8. EQUI.PMENT AND MAT'ERI ALS SHALL BE. STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services MRS) approval is reltared for applications involvirrt; septic tanks. Department of Environmental Resources Management (DERV!) and /or Miami -Dade Water and Sewer Department (MDWASD) approval is required ti)r applications involving sewers. is 4 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 an 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. 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, 1 atn 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 trust 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, 1u Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must he POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MJAMI -DADE Sienatte of Owner Brian Gdkrinblum Print Name pp 1�- Swom to and subscribed before me this D Lnday of ,... Mine_ Signature of N.(iry Public - Stage of Florida SEAL: Personally lino Type of Identification Produced: • Luvyanka S eira Commission #DD 19113 *y Expires: Jun 02, 2007 ?Ngation _ TE OF FLORIDA MIAMI -DADE gnature of Contractor. / Qu 'pier Print Nanre Sworn 's and subscribed before me this ._1_9 day of Sig SEAL: of N Public - State of Flo rnP , Luvyanka Se ueira :.7-.4v.!-.. 1. Commission #DD219113 ...* Expires: Jun 02, 2007 .',44g.ie BondedThru " "t t" Atlantic I3onding Co., Inc. r•-• Personally Q L Personally known OR. Producedd Identification L Type of Identification Produced: pL A 555- &1S 1 -34-042`.-0 Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. { �, rs�USrtx ?gi>C " z "'S.' +v ... Minimum Fee [!F av z§g° x i. / �<'{'.S3+a $ .. g rTYPI;...:. � Dryer T _ ? Fan Fire Pump a ?.fir ""< x`'z s'n'' n Outlet, Appliance Outlet, Wall Outlet Switch ''`•', „c3 > X39 `- ? �'. y l Service Repair - - ~.-- A/C Central I -3 Ton A/C Central 4 -7 Ton -- Service, ervice, Temporary Signs AiC Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) AIC Central 16-20 -20 Ton Fixt.urc Light Parking Lot Lights Spas /Hot Tubs AIC Central 20+ Ton Flood Lights FI L - Load Central Plugmold /Strip Posts _ Subfeeds, No. of Alnps Swim Pool, Commercial Air Conditioners Garbage Disposal Range /Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p /PH) Temp Serv., Construction Compactor Deep Freezer Low -volt, Burglar Low -volt. Fire 1 Refrigerator, Domestic Renew - Temp Service Temp for Test - 30 days Demolition Low -volt. InterconiiTeleph. - Repair Circuits Dishwasher Low -volt, Television Service, Number of Amps Minimum Fee Condensate Drain .A/C Central, Tons Cooling Tower A/C Wall/Win. Tons — —v^ Dryer Vents, Number of Mr Handler, Tons Barbecue Bath Fan - Vented, # 'I_L•\1I3I \( ;l`YPl AIC Condensate Ductwork, Cost of Fire Sprinkler System Fireplaces, Number of Generator Heating Strips, each Paint Booth Piping, Flammable Liquid Process/Pressure Piping Pressure Vessel Refrigeration, Tons Vent Hood, Cost Ventilation, Cost Periodic Inspections Bath Tub Bidet Cap - Fixture Cap - Water I Il Drains, Roof Q'1'a: >I "yI I Miscellaneous Fixture Drinking Fountain Cap - Sewer Catch Basin Filter Replace Miscellaneous Repairs Pool Piping (j•l \'. •l '. Pl Soakage Pit Fountain Gas - Appliance Gas - Natural Clothes Washer Dental Chair Gas - Propane Gas Piping Discharge Well Dishwasher Disposal Domestic Well Grease Trap Ice Maker Indirect Wastes Interceptor Pump and Abandon Pump, Domestic Pump, Fire Stand Pump, Re- circulate Pump, Replace - Pool Pump, Sprinkler Pump, Sump Relay Repair Roof Inlet QT) Solar Water Heater Sprinkler Repair Sprinkler System Supply, AC Welt Temporary Toilet Temporary Water Closet Urinal Drainfield, 4" Tile/Res. Laundry Tray Septic Connection Utility - Sewer Utility - Water Vacuum Pump Water Closet Water Heater Lavatory Drains, Area Drains, Floor Meter Set (Gas) Septic Tank Sewer Connection Drains, French Minimum Fee Shower Water Heater New Water Re -pipe Water Service Miscellaneous Equipment Sink Well, Supply RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY PERMIT APPLICATION • O OWNER - BUILDER FORM (Attach) O FIRE DEPARTMENT APPROVAL (Commercial / multi- family) 0 CONCURRENCY (New Construction) Li OT1 -TER (Specify & Attach) 0 PROOF OF OWNERSHIP (Attach) O FIRS / DERM APPROVAL (Septic / Sewer) o IMPACT FEE (New Construction) J OTHER (Specify & Attach) O CONDO ASSOCIATION APPROVAL (Attach) O BPR APPROVAL (Restaurants) O CONTRACTOR REGISTRATION (On File) $3.00 per page (Scanning Fee) Miami Shores Village Bond $ )9R $ Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine $ Zoning Review $ Notary (sq.ft. = s/1000 ¢.60) (0.005I sq.ft.) (¢.0l /sq.ft.) f: = a � TOTAL $ /D LSSU LNG'OFFICIAI REVIEWED AND PREPARED BY: DATE: SECTION BY DATE Zoning Public Works Structural Building Official CONI)ITd()N OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com CONDITION OF APPROVAL Page 4 PERMIT APPLICATION OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ e t7 d Inspector State Educational Fund $ e 0 State DCA (Radon) $ Code Enforcement Fine Zoning Review (sq.ft. = x/1000 x 0.60) (¢.005 /sq.ft.) (¢:01 /sq.ft.) TOTAL $ .S3 s 3 "� tscri ISSUING OFFICIAL REVIEWED AND PREPARED B SECTION Zonin Electrical Mechanical Plumbin Public Works Structural Building Official Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com PERMIT APPLICATION Master Permit No. '6p )-6-73 3 -7g/ Subsidiary Permit No. E? 3 - 3 6 6 INSTRUCTIONS - The folio ing steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which 'must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: I )f � 1� i' J� Address Apt. /'1viehn, '7$oc %Z 3-308 City State Zip Folio Number fi ' 3 �� /a Description of Work Lot Block Subdivision (1/1/ ' )d`fl PB PG Zoning Linear Feet Current Use of Property Square Feet Units Floors Proposed Use of Property Value of Work Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. 06t/ Vc71- 1'tG5C 9qy� Bldg Value PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor License No. Renewal Telephone Revision Extension Supplement Reinspection Relocation of Structure Shell Only ARCHITECT Name License No. Address Telephone Fax PROPERTY OWNER Name V, f°mac `Jeefi ieki ?LV'V 6a) Address 16 s�' / , r S /AO / ,• ft 3 3 8/ Home Telephone loc.., 51173 Business Telephone 50 e1771r Fax TYPE OF MANAGEMENT (✓ ) New Construction License No. Enclosure Telephone Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name giewri License No. G onfo,f Address Brinks Home Security 3327 N.W. 55th St., Bldg. 13 Ft. Lauderdale, FL szzng Phone: (954) 486 -6771 • Fax: (954) http: / /www.brinks.tom Telephone Fax Qualifier Name b AA-116e-IT Page 2 PERMIT APPLICATION IMPORTANT NOTICLS 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED 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 MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR 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. 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. ,AFFIDAV'IT - Please read carefully. 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. 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 accordance with . Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA,. COUNTY OF MIAMI -DADE Signature of Owner Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: STATE OF FLORIDA' C !).'rte► ` OF MIAMI-DADE Sign Print Name Sworn to and subscribed before me Signature of No SEAL: CONSTANCEPOLEWSKI if MTISION # cc 953795 � . I;s. Bo EXPIRES: OC ller23, 2004 -- ► argablbUndenrritsrs Personally known OR, Produced Identification Personally kno Ti OR, Produced I Type of Identification Produced: Type of Identificati c Produced: Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE; Outlet, Appliance QTY. TYPE; Service Repair Q'1'I. A/C Central 1-3 Ton - Heating Strips, each Fan Outlet, Wall Service, Temporary Paint Booth A/C Central 4-7 Ton Fire Pump Outlet, Switch - Piping, Flammable Liquid Signs A/C Central 8 -15 Ton Fixture - Fluorescent Piping Oven Space Heater (kw) A/C Central 16-20 Ton - Pressure Vessel Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Mr Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv, Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. j° Repair Circuits 51/6✓ 1L Z. Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECI-IANICAL TYPE Minimum Fee Q'I'Y. TYPE Condensate Drain QTY. TYPE Generator QTY. 'EYPE Refrigeration, Tons QTY. A/C Central, Tons QTY. Cooling Tower - Heating Strips, each Vent Hood, Cost A/C Wall/Wtn. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Piping Pump and Abandon Bath Fan- Vented, # Fireplaces, Number of - Pressure Vessel Gas - Appliance PLUMBING TYPE A/C Condensate QTY. 'I I'PE Drains, Roof QTY. TYPE; Miscellaneous Fixture QTY. 'I'I'PI Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply RECEIVED AND REVIEWED BY: 6 DEC 0 8 PAID Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 12/5 /2003 Electrical Permit Permit Number: EL2003 -359 Page 1 of 1 Applicant: VILLAGE DEL MAR Owner: DEVELOPMENT JOB ADDRESS: 1271 -12BE DEVELOPMENT VILLAGE DEL MAR 105 ST Contractor BRINKS HOME SECURITY INC Contractor's Address: 9960 N. W. 116TH WAY, SUITE 12 Local Phone: 305 - 887 -8455 Parcel # 1122320270010 Legal Description: Fees: FEE2003 -7877 FEE2003 -7880 FEE2003 -7881 FEE2003 -7885 Description Building Fee CCF Training and Education Fee Technology Fee Total Fees: Amount $100.00 $0.60 $0.20 $2.50 $103.30 Total Fees: $13.30 Total Receipts: $0:000 c� S3_ 3 D Permit Status: APPROVED Permit Expiration: 5/30/2004 Construction Value: $400.00 Work: LOW VOLTAGE Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 Permit No. BP 2003 -781 Date: 11/15/04 Certificate of Occupancy The following address is issued a Certificate of Occupancy Address: 1271 -1289 NE 105 ST Village Del Mar Townhouses BLDG #1 City Miami Shores State Florida Zip This Certificate of Occupancy is issued for the above address. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. However, this certificate does not constitute any representation or warranty. Building Officials Approval: (Rev. 5/7/03) 3055659222 Nov.15. 2004 11:49A No.1174 P. 1/1 ATLANTIC GENERAL CONSTRUCTION CORP. GENERAL CONTRACTING AND CONSTRUCTION MANAGEMENT 1541 SUNSET DRIVE, SUITE 301 CORAL GABLES, FL 33143 LICENSED & INSURED CGC038392 OFFICE (305) 740 -0020 FAX (786) 206 -8112 September 27, 2004 Curtis Craig, Building Official Miami. Shorts Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 RE_ VILLAGE DEL MAR TOWNHOMES 1271 -1289 NE 105 STREET MIAMI SHORES, FL 33138 PERMIT BP2003 -781 Dear Sir, This .letter is a request for issuance of a Certificate of Occupancy for the units covered under the above referenced permit and addresses as all items have been completed iioru the terms of, our Temporary Certificate of Occupancy as shown below L 1271.1.E 105th Street: Repaired and/or patched around patio lighting Planning and ZonLug: Showed final approval from planning and zoning for project. 3. Final Engineering Report; Provided final engineers report. 4. Window Screens: Provided. Thank you once again for all your help. Please allow Brian Scheinblum to pick up and pay for the Certificate of Occupancy_ Sincerely, Atl + ..- eral C ction Corp. H. To Berman President / R =25.tXY A =56.17 D =128•44'35 ?� p TRAFFIC / POLE P. 1 NO I. 0 A `6(b TANK Q a Po 3 -76I '0 FIP. 1/2" NO i.D.� �y FlP. 1/2'' N • I.D. BOUNDARY SURVEY SCALE: 1" = 40' BISCAYNE SHORES PLAT BOOK 20, PAGE 11 CONC. WALL 455.71 (M) T & T a MANHO n 2s o 1 a CONC. JJ14.00 gi Mk 41.00 0 N D O WOOD - F ENCE W O1 1 OD FEN CL C-ON° -C. z I 14.00° - " j l I b .2 NJ 1 ON C 14.00' I O� ° 30.00' i>.im t. I 39.67' °O ("1 41.00' b Pl T W 0 S T O R Y B U I L D I N G CONC. 7.45• N 2 14.33' n 426.00' 4 i 4 26.00' 4 426.00'4 39.67' °o N N 4 26.00' 4 41.00' iA M4- n h7.50 4 26.00'4 9.0' 9.0' 0 0 ui N 9.0' i O N P001. s.0 16. •�' 8.n a, s g 3.8� .70 o 0O' 4,00 iv 0 14.80 • NC.F 41.00 0 O N 7.5C r n 4.26.00' 4 9.0 CON °0 N 9.0' 39.67' o° 41.00 00 N 39.67' T W O S T O R Y B U I L D I N G n N r N 4 26.00' 4 i 4 26.00' 4 N n 426.00'4 c 41.00' N EN in N In X7.50' 4 26.00'4 9.0' 9.0' o ONC. ai 4 FlP. 1/2» NO 1.D. ■ am 10.20' arz Ft LOT 4 -A iv- 10.00' . 5 CONC. WALK SIGNAL BOX CATCH TRAFFlC SIGNAL BASIN PULL BOXES Property Address: 1271 -1309 N.E. 105 STREET MIAMI SHORES, FLORIDA 33135 Symbol Legend ':Till yf 6 POWER POLE CENILR LINE CATCH BASIN WAItR METER F1R£ HYDRANT MANHOLE -- - �� CHAIN L NK FENCE WOOD FENCE -a- OVER HEAD POWER LINE Abbreviations CONC. = CONCRETE R/W = RiGHT OF WAY FIP. 1/2" = FOUND IRON PIPE 1/2" FIR. 1/2" = FOUND IRON REBAR 1/2" FN. = FOUND NAiL F.N&D = FOUND NAIL & DISC CONC = CONCRETE SEC. = SECTION BASIS OF BEARINGS (ASSUMED MERIDIAN) N. 105 STREET 22' ASPHALT PAVEMENT(60' R/W) FOUND NAIL Legal Description: LOTS A,1 -A, 2 -A, 3 -A, AS ONE OF "ANCO SUBDIVISION" ACCORDING TO THE PLAT THEREOF, AS RECORDED iN PLAT BOOK 53, PAGE 54 OF THE PUBLIC RECORDS OF MiAMI -DADE COUNTY, FLORIDA. Flood Zone Information: COMMUNITY 1120652 PANEL & SUFFIX 0093 1 FLOOD ZONE AE BASE ELEVA 1TON: 8.00 FIRM DATE 07/17/95 Certify to: VILLAGE DEL MAR DEVELOPMENT GROUP, LLC KRAMER & GOLDEN P.A. ATTORNEYS IDLE INSURANCE FUND, INC. COMMONWEALTH LAND TITLE INSURANCE COMPANY TOTALBANK, ITS SUCCESSORS AND /OR ASSIGNS Surveyors Notes: 1. No improvements located except as shown. 2. No instruments of record reflecting easements, right of way, and or ownership were furnished to this surveyor except as shown. 3. Unless otherwise noted record and measured data are in substantial agreement. 4. The Street Right -of -Way abutting this property are physically open unless otherwise note. 5. Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Surveyor's Certificate I hereby certify that the SKETCH of the property described hereon was made under my supervision and that this BOUNDARY SURVEY meets . the Minimum Technical Standards set forth by the Florida Board of Professional Surveyors and Mappers in Chapter 61017 -6. Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. And, that the sketch hereon is true and correct to the best of my knowledge and belief. Subject to notes and notations shown hereon. 3-06 4- PEDR'0 L. MARTINEZ . DATE PROFESSIONAL SURVEYOR AND MAPPER if 5443 STATE OF FLORIDA. 1, 8 L'I 0 0 0 0 0 1: 1 2$1 Rig BOUNDARY SURVEY VILLAGE DEL MAR DEVELOPMENT GROUP, LLC DRAW* JAW CHECKED: P.L.M. SCAM AS SHOWN SURVEY DAIS• 0348/04 1 OF 1 SHEETS f , CAJ 1302 2 Hour Fire Rated Through Penetration Firestop for Single Metal Pipe through Concrete Floors or Walls using TREMstop IA. F- Rating = 2 Hr. T- Rating = 0 Hr. TRLLWo, 3735 Green Rd. Beachwood, OH, 44122 Drawing not to scale Oi Pre -Rated Concrete Floors or Block Walls = Min. 4 -1/2' thickness. 0 Metallic Pipe, A) Steel Pipe - 8' dam. for smaller) Sch. 10 (or heavier) steel pipe. B) Iron Pipe - 8' diam. (or smatter) cast or ductile iron pipe. C) Conduit - 4' diam. (or smaller) EMT or steel conduit. 11) Copper Tubing - 4' diam. (or smaller) Type L (or heavier) copper tubing. E) Copper Pipe - 4' diam. (or smaller) Regular (or heavier) copper pipe. 0 Packing Material- See table below for mineral wool insulation (min. 4,0 pcf) requirements. 0 TREMstop IA- See table below for minimum thickness of sealant. Apply sealant flush with top of floor surface or with both sides of the wall assembly. Annular Space Min. Packing Material Min. Thickness F- Rating Range, in. Thickness, in. of Sealant, In. Hr. 1/2 to 1 -3/8 0 1 1/2 to 1 -3/8 4 1/2 2 2 a r, CAJ 2184 2 Hour Fire Rated Through Penetration Firestop for Single Plastic Pipe through Concrete Floors or Walls using TREMstop IA. F- Rating = 2 Hr. T- Rating = 1 1/2 Hr. 3735 Green Rd. Beachwood, CH, 44122 Drawing not to scale war lU Pre -Rated Concrete Floors or Block Walls = Min. 4 -1/2' thickness. O2 Plastic Pipet A) Nom. 2' diam. (or smaller) Sch. 40 PVC pipe. B) Nom. 2' diam. (or smaller) SDR17 CPVC pipe. 0 Forming Material- Foam backer rod firmly packed into the opening as permanent form. 0 TREMstop IA- Sealant applied within opening, flush with top surface of floor or both surfaces of wall assembly as shown in table below. When required, apply additional sealant such that a min. 1/8' crown is formed around the penetrating item. Max. Pipe Annular Space, Diameter, in. in. 1 -1/2 3/8 to 3/4 2 1/4 to 3/8 Min. Sealant Sealant Crown Thickness, in. Required 1/2 1 Yes No 4 STUD /FURRING ELEC. OUTLET BOX STUD/FURRING CONDUIT (E.M.T.) 3M FIRE BARRIER MOLDABLE PUTTY (ALL AROUND) FRONT VIEW 1* 1 OR 2 HOUR RATED GYPSUM WALLBOARD ASSEMBLY CONDUIT (EMT) OR RUMEX (WIRE) S'Stefl STUD/FUR' G CONDUIT (E.M.T.) 3M FIRE BARRIER MOLDABLE PUTTY (ALL AROUND) SIDE VIEW 1 -OR 2 HOUR FIRE RATED ASSEMBLY WALL OPENING PROTECTIVE MATERIALS (CLIVO This category covers proprietary compositions which are used to maintain the hourly ratings of fire resistive walls and partitions containing flush mounted devices such as outlet boxes, electrical cabinets and mechanical cabinets. The individual Classifications indicate the specific applications and the method of installation for which the materials have been evaluated. The basic standard used to Investigate products in this category is ANSI/UL 263. Tire Tests of Building Construction and Materials'. MINNESOTA MINING & MFG CO. 3M CENTER, ST PAUL MN 55144 Type MPP -45+ moldable putty pads for use with max 4 11/16 by 4 11/16 In. flush device UL Listed Metallic Outlet Boxes in fire rated gypsum wallboard wall assemblies framed with min 3 -1/2 in. wide wood or steel studs and constructed as specified in the individual U300 or U400 Series Wall and Partition Designs in the Fire Resistance Directory. Type MPP -45+ moldable putty pads for use with max 4 by 3 -3/4 by 3 In. deep UL Listed Nonmetallic Outlet Boxes manufactured by Carlon, made of PVC and bearing a 2 hr rating under the Outlet Boxes and Fittings Classified for Fire Resistance category in the Fire Resistance Directory. For use in fire rated gypsum wallboard wall assemblies framed with min 3-5/8 wide wood studs and constructed as specified In the Individual U300 Series Wall Partition Designs in the Fire Resistance Directory. Moldable putty pads are to be installed to completely cover the exterior surfaces of the box within the stud cavity with a ball of the putty material used to plug the end of each electrical metallic tube or conduit at its connection to the box. A min 1/B in. thickness of putty material Is required on the exterior surfaces of flush device boxes in 1 and 2 hr fire rated Wall and Partition fleeing. When the moldable putty pad outlet box protective material is used as directed, the horizontal separation between outlet boxes on opposite sides of the watt may be Less than 24 in. provided that the outlet boxes are not instalted back to back. 3M Architecture and Construction : 3MTM.Fire Barrier Moldable Putty+ Pads Page 1 of 2 3M United States 3M Worldwide : United States : Architecture & Construction Contact Us About 3M Search 31i [Select a Location gl > Product Catatoq for 3M Fire Protection Products s 3M Fire Protection Products s Putty a 3MTm Fire Barrier Moldable Putty+ Pads 3M Fire Barrier Moldable Putty+ is a one -part, halogen -free product designed to firestop electrical outlet boxes and a wide variety of through - penetrations including cable, conduit, insulated pipe and metal pipe, which penetrate fire -rated construction. JcIIck to enlarge] Additional Information Pliable. Easy to mold into any shape. Adheres. Sticks well to most surfaces but not to the applicator's hands. Conformable. Pads easily conform and adhere to a wide variety of metallic and non - metallic electrical outlet boxes. UL Listed. Wide range of UL Listed systems. Excellent aging properties. Learn More . • Fax ( Email 13M Fire Barrier Moldable Putty+ - Data Sheet (PDF 306.8 K) I Fax rEmail I Fire Barrier Moldable Putty + - Data Sheet (PDF 145.9 K) Please Note Adobe® Acrobat® Reader Is required to view PDF documents. Make a Selection 3M'"' Fire Barrier Moldable Putty Pads MPP+ 4 in x 8 in A 1/8" thick 4" x 8" pad synthetic eiastomer designed for use as a one part, intumescent fire resistive putty used to restore the integrity of fire rated building construction. An ideal solution for putty on the outside of an electrical outlet box to receive a fire rating. Excellent adhesion. 3M'"' Fire Barrier Moldable Putty Pads MPP+ 7 in x 7 in A 1/8" thick 7" x 7" pad made of synthetic elastomer designed for use as a one part, intumescent fire resistive putty used to restore the integrity of fire rated building construction. An ideal solution for putty on the outside of an electrical outlet box to receive a fire rating. Excellent adhesion. 3M'"' Fire Barrier Moldable Putty Pads MPP+ 9.5 in x 9.5 in A 1/8" thick 9.5" x 9.5" pad synthetic elastomer designed for use as a one part, intumescent fire resistive putty used to restore the integrity of fire rated building construction. An ideal solution for putty on the outside of an electrical outlet box to receive a fire rating. Excellent adhesion. http:// products3 .3m.com/catalog/us /en001/ architecture — construction /fire_..protectlon/node G... 5/7/2003 . 3M Architecthhre and Construction : Putty f all United States 3M Worldwide : United States : Architecture & Construction Search This Product Catalog By Keyword Page 1 of 1 Contact Lis About 3M Search 31 [Select a Location Product Catalog for 3M Fire Protection Products > 3M Fire Protection Products > U Putty 3M Fire Protection Products Product Catalog for 3M Fire Protection Products . 3M Fire Protection Products . 3M Fire Protection Technical Library • Firestop Systems Other Tools • System Selector • MSDS Search !click to en armel Printe A firestop putty used to prevent the spread of fire, smo fumes and moisture for up to four hours. Make a Selection 3M7r4 Fire Barrier Moldable Putty+ Pads 3M Fire Barrier Moldable Putty+ is a one -part, halogen -free product desig firestop electrical outlet boxes and a wide variety of through- penetrations cable, conduit, insulated pipe and metal pipe, which penetrate fire -rated 4 3Mtm Fire Barrier Moldable Putty+ Sticks 3M Fire Barrier Moldable Putty+ is a one -part, halogen -free product desig firestop electrical outlet boxes and a wide variety of through - penetrations cable, conduit, insulated pipe and metal pipe, which penetrate fire -rated ®3M 1995 -2003 Legal Information Privacy Policy Contact Us About .3M Search 31 http:// products3. 3m. com/ catalog /us/en00I /architecture_ constlruuction/fire _protection/node:..,G... 5/7/2003 • MIAMI -DADE COUNTY, FLORIDA 26- MAR -2003 Mr. BRIAN SCHEINBLUM VILLAGE DEL MAR DEVELOPMENT GROUP, LLC 1655 NE 115 STREET MIAMI , FL 33181 CERTIFIED MAIL NO. 70001670000398599697 RETURN RECEIPT REQUESTED ENVIRONMENTAL RESOURCES MANAGEMENT WATER AND WASTEWATER DIVISION 33 S.W. 2nd AVENUE SUITE 500 MIAMI, FLORIDA 33130 -1540 Dear Mr. BRIAN SCHEINBLUM: Enclosed is Permit number F -DEP SITE No.- 211146, DERM No. (SE2003 -37) to construct /modify a Wastewater Collection System for the VILLAGE DEL MAR (DS #NM). This permit is issued pursuant to Section(s) 24 -30.1 Miami -Dade County Code (MDCC). Any party of this Order (permit) has the right to seek judicial review of the permit pursuant to Section 120.68, Florida Statutes, by the filing of a Notice of Appeal pursuant to Rule 9.110, Florida rules of appellate Procedure, with the director or designee in the Office of General Counsel, 2600 Blair Stone Road, Tallahassee, Florida 32399 - 2400, and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate District Court of Appeal. The Notice of Appeal must be filed within 14 days from the date this Notice is filed with the Clerk of the Department. If you have any questions please contact DERM Conveyance Section at phone number (305) 372 -6899. Executed in Miami, Miami -Dade County, Florida Department of Environmental Resources Mares ement Lopez, P.E., ''4ief r an Wastewater Di sion Copies furnished to: MR. NELSON B. LONSDALE, P.E. CERTIFICATE OF SERVICE This is to certify that this NOTICE OF PERMIT and all copies were mailed before close of business on to the listed persons. Clerk Stamp FILING AND ACKNOWLEDGEMENT FILED, on this date, pursuant to the 120.52(10) Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. SPI.JWU C3/c)(0°C15 Clerk Date METROPOLITAN DADE COUNTY ENVIRONMENTAL RESOURCES MANAGEMENT 33 SW 2nd Ave. SUITE 500, Miami, FL 33130 PERMITTEE: Mr. BRIAN SCHEINBLUM VILLAGE DEL MAR DEVELOPMENT GROUP, LLC 1655 NE 115 STREET MIAMI , FL 33181 County: DADE Latitude /Longitude: Section - Township- Range: 32 -52 -42 Project: VILLAGE DEL MAR (DS #NM) STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION ID NUMBER: SE2003 -37 PERMIT /CERTIFICATION: FL DEP SITE #211146 DATE OF ISSUE: 26 -MAR -2003 EXPIRATION DATE: 26- MAR - 2008. This permit is issued under the provisions of Chapter(s) 403.087, Florida Statutes and Florida Administrative Code Rule(s) 17 -4, 17 -600 & 17 -604. The above named permittee is hereby authorized to perform the work or operate the facility shown on the application and approved drawing(s), plans, and other documents attached hereto or on file with the department and made a part hereof and specifically described as follows: TO CONSTRUCT: A WASTEWATER COLLECTION /TRANSMISSION SYSTEM CONNECTING THE PROPOSED PROJECT TO THE MIAMI -DADE WATER AND SEWER DEPARTMENT NORTH DISTRICT W.W.T.P. THE NEW TOTAL AVERAGE DAILY FLOW (ADF) IS ESTIMATED TO BE 7800 GPD. THE SYSTEM WILL CONSIST OF GRAVITY SEWER COLLECTION, PUMP STATION, AND FORCE MAIN SYSTEMS. # OF PUMPS 00002 OPERATING CAPACITY (GPM):30 # OF SANITARY MANHOLES: 3 PUMP TYPE: SUBMERSIBLE TDH (ft) : .... 92 AND THE FOLLOWING GRAVITY /FORCEMAIN LINES: LENGTH (LF) G/F ID (IN) SLOPE ( %) MATERIAL 200 F 4 0.000 C -900 40 F 4 0.000 DIP 503 G 8 0.400 PVC IN ACCORDANCE WITH: PERMIT APPLICATION ON DERM FORM 17- 604.900(1) WITH $ 500 APPLICATION FEE ON 27 -FEB -2003 LOCATED AT: NE 105 STREET AND BISCAYNE BLVD (33138) TO SERVE: 14 APARTMENTS AND 20 TOWNHOUSES RESIDENCES. SUBJECT TO: General Conditions 1 -15 and Specific Conditions 1 -11 1. The terms, conditions, requirements, limitations, and restrictions set forth herein are "Permit Conditions" and as such are binding upon the permittee and enforceable pursuant to the authority of Sections 403.161, 403.727, or 403.859 through 403.861, Florida Statutes. The permittee is hereby placed on notice that the department will review this permit periodically and may initiate enforcement action for any violation of the "Permit Conditions' by the permittee, its agents, employees, servants or representatives. 2. This permit is valid only for the specific processes and operations applied for and indicated in the approved drawings or exhibits. Any unauthorized deviation from the approved drawings, exhibits, specifications, or conditions of this permit may constitute grounds for revocation and enforcement action by the department. DERM FORM 17- 1.201(5) Effective November 30, 1982 Page 1 of 5 METROPOLITAN DADE COUNTY ENVIRONMENTAL RESOURCES MANAGEMENT 33 SW 2nd Ave. SUITE 500, Miami, FL 33130 PERMITTEE: Mr. BRIAN SCHEINBLUM VILLAGE DEL MAR DEVELOPMENT GROUP, LLC 1655 NE 115 STREET MIAMI , FL 33181 STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION ID NUMBER: SE2003 -37 PERMIT /CERTIFICATION: FL DEP SITE #211146 DATE OF ISSUE: 26 -MAR -2003 EXPIRATION DATE: 26 -MAR -2008 3. As provided in Subsections 403.087(6) and 403.722(5), Florida Statutes, the issuance of this permit does not convey any vested rights or any exclusive privileges. Nor does it authorize any injury to public or private property or any invasion of personal rights, nor any infringement of federal, state or local laws or regulations. This permit does not constitute a waiver of or approval of any other department permit that may be required for other aspects of the total project which are not addressed in the permit 4. The permit conveys no title to land or water, does not constitute state recognition or acknowledgement of title, and does not constitute authority for the use of submerged lands unless herein provided and the necessary title or leasehold interests have been obtained from the state. Only the Trustees of the Internal Improvement Trust Fund may express state opinion as to title. 5. This permit does not relieve the permittee from liability for harm or injury to human health or welfare, animal,. plant or aquatic life or property and penalties therefore caused by the construction or operation of this permitted source, nor does it allow the permittee to cause pollution in contravention of Florida Statutes and department rules, unless specifically authorized by an order from the department. 6. The permittee shall at all times properly operate and maintain the facility and systems of treatment and control (and related appurtenances) that are installed or used by the permittee to achieve compliance with the conditions of this permit, as required by department rules. This provision includes the operation of backup or auxiliary facilities or similar systems when necessary to achieve compliance with the conditions of the permit and when required by department rules. 7. The permittee, by accepting this permit, specifically agrees to allow authorized department personnel, upon presentation of credentials or other documents as may be required by law, access to the premises, at reasonable times, where the permitted activity is located or conducted for the purpose of: a) Having access to and copying any records that must be kept under the conditions of the permit; b) Inspecting the facility, equipment, practices, or operations regulated or required under this permit; and c) Sampling or monitoring any substances or parameters at any location reasonably necessary to assure compliance with this permit or department rules. Reasonable time may depend on the nature of the concern being investigated. 8. If for any reason, the permittee; does not comply with or will be unable to comply with any condition or limitation specified in this permit; the permitteee shall immediately notify and provide the department with the following information: a. A description of and cause of non - compliance; and b. The period of non - compliance, including exact dates and times; or, if not corrected, the anticipated time the non- compliance is expected to continue, and steps being taken to reduce, eliminate, and prevent recurrence of the non - compliance. The permittee shall be responsible for any and all damages which may result and may be subject to enforcement action by the department for penalties or revocation of this permit. DERM FORM 17- 1.201(5) .Effective November 30, 1982 Page 2 of 5 METROPOLITAN DADE COUNTY ENVIRONMENTAL RESOURCES MANAGEMENT 33 SW 2nd Ave. SUITE 500, Miami, FL 33130 PERMITTEE: Mr. BRIAN SCHEINBLUM VILLAGE DEL MAR DEVELOPMENT GROUP, LLC 1655 NE 115 STREET MIAMI , FL 33181 STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION ID NUMBER: SE2003 -37 PERMIT /CERTIFICATION: FL DEP SITE #211146 DATE OF ISSUE: 26 -MAR -2003 EXPIRATION DATE: 26 -MAR -2008 9. In accepting this permit, the permittee understands and agrees that all records, notes, monitoring data and other information relating to the construction or operation of this permitted source, which are. submitted to the department, may be used by the department as evidence in any enforcement case arising under the Florida Statues or department rules, except where such use is prescribed by Sections 403.73 and 403.111, Florida Statutes. 10. The permittee agrees to comply with changes in department rules and Florida Statutes after a reasonable time for compliance, provided however, the permittee does not waive any other rights granted by Florida Statutes or department rules. 11. This permit is transferable only upon department approval in accordance with Florida Administrative Code Rules 17 -4.12 and 17- 30.30, as applicable. The permittee shall be liable for any non - compliance of the permitted activity until the transfer is approve by the department. 12. This permit is required to be kept at the work site of the permitted activity durin the entire period of construction or operation. 13. This permit also constitutes: ( ) Determination of Best Available Control Technology (BACT) ( ) Determination of Prevention of Significant Deterioration (PSD) ( ) Certification of Compliance with State Water Quality Standards (Section 401, PL 92 -500) ( ) Compliance with New Source Performance Standards 14. The permittee shall comply with the following monitoring and record keeping requirements: a. Upon request, the permittee shall furnish all records and plans required under department rules. The retention period for all records will be extended automatically, unless otherwise stipulated by the department, during the course of any unresolved enforcement action. b. The permittee shall retain at the facilty, or other location designated by this permit, records of all monitoring information (including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation), copies of all reports required by this permit, and records of all data used to complete the application for this permit. The time period of retention shall be at least three years from the date of the sample, measurement, report or application unless otherwise specified by department rule. c. Records of monitoring information shall include: _ the date, exact place, and time of sampling or measurements; _ the person responsible for performing the sampling or measurement; _ the date(s) analysis were performed; _ the person responsible for performing the analysis; _ the analytical techniques or methods used; and _ the results of such analysis. 15. When requested by the department, the permittee shall, within a reasonable time, furnish any information required by law which is needed to determine compliance with the permit. If the permittee becomes aware of that relevant facts were not submitted or were incorrect in the permit application or in any report to the department, such facts or information shall be submitted or corrected promptly. SPECIFIC CONDITIONS: DERM FORM 17- 1.201(5) Effective November 30, 1982 Page 3 of 5 METROPOLITAN DADE COUNTY ENVIRONMENTAL RESOURCES MANAGEMENT 33 SW 2nd Ave. SUITE 500, Miami, FL 33130 PERMITTEE: Mr. BRIAN SCHEINBLUM VILLAGE DEL MAR DEVELOPMENT GROUP, LLC 1655 NE 115 STREET MIAMI , FL 33181 STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION ID NUMBER: SE2003 -37 PERMIT /CERTIFICATION: FL DEP SITE #211146 DATE OF ISSUE: 26 -MAR -2003 EXPIRATION DATE: 26 -MAR -2008 1. Start of construction prior to fourteen (14) days following to the issuance of this permit is undertaken at owner's risk due to the public's right to object pursuant to Section 120.57 Florida Statues. 2. This approval is only for the construction of a wastewater collection system and does not relate to the wastewater treatment aspect. Moreover, this approval does not grant the applicant the right to connect any facilities to be served by this wastewater collection system. Approvals for connection are only granted, in conformance with the provisions of paragraph 16C of the First Partial Consent Decree. (Case No. 93 -1109 CIV- MORENO) between the United State of America and Metropolitan Dade County and section 13.2 of Miami -Dade County Chapter 24. This project will be contingent upon the Miami Dade Water & Sewer Utility satisfactorily completing and placing in service all necessary encumbrances. 3. Provisions must be made to assure uninterrupted service in the area during the time of construction. 4. Upon completion of this project, but prior to use, and in order to obtain the Department's approval to place the system into service, the permittee shall submit a completed executed Domestic Wastewater Collection /Transmission Systems Certification of Completion of Construction, State of Florida (DEP FORM 17- 604.900(2)) pages 1,2 and 3 and attachments; (a) A completed executed Metropolitan Dade County, Department of Environmental Resources Management (DERM) Wastewater Section form Domestic Wastewater Collection /Transmission Systems Certification of Completion of Construction page 1 of 1. (b) Copy of the Infiltration /Exfiltration tests for the Gravity Sanitary Sewers. (c) Copy of the Pressure tests for the proposed forcemain. 5. Before a Certification of Completion letter is issued for the operation of the private sanitary system, an Operation and Maintenance Manual (0 & M Manual) must be submitted to the conveyance section of DERM. Call DERM PSO Program at (305)372 -6899 for a sample of the Manual. 6. Three working days before the submittal for Certification, the applicant, shall coordinate with a DERM engineer for a final inspection of each Pump Station by calling this office at 372 -6899. 7. Before a Certification of Completion letter is issued for the privately operated sanitaty sewer system, an "OPERATION PERMIT NUMBER (PSO #)" must be obtained from the Conveyance Section of the Department of Environmental Resources Management (DERM). Call DERM PSO Program at (305)372 -6899 for additional information. 8. Provide visual /audible alarm system for private pump station. 9. A non - resettable Elapsed Time (ET) meter must be installed at each pump to record the operating hours of each pump independently. In addition, a similar Elapsed Time meter must be installed to record when the back -up pump is required to operate by the control system. The operator must notify the Deapartment of Environmental Resources Management (DERM) whenever the back -up pump meter exceeds thirty (30) minutes per month, including an explanation for the inability of the pumping station to handle the.peak flows without the use of the back -up pump. DERM FORM 17- 1.201(5) Effective November 30, 1982 Page 4 of 5 METROPOLITAN DADE COUNTY ENVIRONMENTAL RESOURCES MANAGEMENT 33 SW 2nd Ave. SUITE 500, Miami, FL 33130 PERMITTEE: Mr. BRIAN SCHEINBLUM VILLAGE DEL MAR DEVELOPMENT GROUP, LLC 1655 NE 115 STREET MIAMI , FL 33181 STATE_ OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION ID NUMBER: 5E2003 -37 PERMIT /CERTIFICATION: FL DEP SITE #211146 DATE OF ISSUE: 26 -MAR -2003 EXPIRATION DATE: 26- MAR -2008 10. Provide air release valves at high points on the new•forcemain. 11. Pump station operating levels shall be field adjusted in order to avoid odors, nuisance, surcharged conditions and excessive pump cycle time. ..gt; day of %4, F- -4.f-/ ;2003 Miami -Dade County Deparment of. Environmental Resources Management AP Jo Renfrow, P.E. A Dir-ctor DERM FORM 17- 1.201(5) Effective November 30, 1982 Page 5 of 5 - 903 -®37 Miami -Dade Department of Environmental Resources Management Sewer Capacity Certification Letter Application Instructions: You must fill out this application to obtain a sewer certification allocation letter, which is a required step in obtaining your building permit. If you are unfamiliar with the application process, please refer to the Stress free guide to sewer certification, available wherever you picked up an application. • Step One: Have your utility (if not part of WASD Utility area) certify the pump station information for your project. In order to do this, you must completely fill out sections 1 a and 1 b. • Step Two: Once your application has been certified by your utility, bring it to DERM's Wastewater Section for processing. • Step Three: Provide information on the boxes. In order to serve you better, YOU MUST COMPLETE the information in sections la, 1b, and 1c. APPLICATIONS WILL NOT BE ACCEPTED IF THE NECESSARY INFORMATION IS NOT PROVIDED. Section la: Applicant information Name: f312,1AN SCH011∎151- UM Title: PAPTNER Company Name: VILL/4GZ DEL. MAR DEVELOPMENT G#Z©UPJ LLC Address: 1655 IVE //5 5T °, - 12. City: M 1 4M I Telephone: W #: (305) 8479 - 9/48 H #: Fax #: (305) g46- 2427 State: FL. Zip: 33/81 cELL Section lb: Property Details ,,' - s S Name of Project: Vl LLA 6e PEL. M,AF ,' Taw/ 1 H&115.5 Address: 6 /5i , &OL/LEVstaW 4' N� 105 ST (Na.$/a &City: 1t2/A /4d SH©t a-'S Zip: 9” /38. Number and Type of units: 2ao Total./ Naas ES Lot and Block Number (s):TR°A� /A —3A / 3 Folio Number:11- 22- 31 -o17- d6'/o Ara oo40 Plat Book: 53` Page: S4C Public Facility (yes / no): do • Be sure to include a Lot & Block # for each unit to be developed. You may attach an additional list if necessary. If Lot & Block are unavailable, summit a track number, survey, site plan or sketch that includes all property boundaries. • For undeveloped land, you may submit a master' folio number for the entire property. Section lc: Project Details Proposed Flow: (2 0..k 25®) _' 5i 600. GPD Previous Flow: Va mar! GPD Bldg. Process Number: City: fl ri►s Shores V,%Say� Applicable only if you have already applied for a building permit. Previous Use: Vacant , Land Project Description (include sq ft): 2o - iwo .Sjory ?®uenhouses /xe /,B3' sti pt 113 1, 750 s4. i'° = 35,14 d 51, AL, Estimated Completion Date: 7/29/0 3 Sewer Ext. Number (if any): Section 2: 1 o be completed by utility company only Utility Providing Service: CITY mF 140 471-1 YHA &4 1 Pump Station Receiving Flow: 11/A59 # 347 Located at: ICE 15051, st /1 Ave, Sewers Abutting the property: Yes: No: ✓ Forcemain: ✓ Gravity: Lateral Connection: New: ✓ Existing: Point of Connection: �u vsf �° t=t- t Utility Official Name: (Z Date: 12-1 L-I (Q2 Signature: DERM #: Date Received: DERM Wastewater Section— /applic2: May 6th, 1999 ti s. SEWER SERVICE CONNECTION AFFIDAVIT I /we Biz/AN 5cHE AtoLum , being first duly sworn, depose and say that I /we have applied for a sewer service connection for (project description Zb T )w,ih ®terse s 1 Villa-6e del Mar" in accordance with the provisions of paragraph 16C of the First Partial Consent Decree (CASE No. 93 -1109 CIV- MORENO) between the United States of America and Metropolitan Dade County. I /we understand and attest that we are ready, willing and able to initiate construction as required below: 1 Submit building permit plans to the appropriate building official(s) within ninety (90) days from the date of approval of the newly authorized sewer service connection. If I /we fail to submit building permit plans as specified above, the newly authorized sewer service connection automatically shall be null and void of no further force and effect; 2 Obtain the approved building permit within thirty (30) days of notification that the building permit plans have been approved by the appropriate building official(s). If I /we fail to obtain the approved building permit as specified above, the newly authorized sewer system connection and building permit approval shall automatically be null and void and of no further force and effect; and Commence construction of the project (as defined b Section 304.3(f) of the South Florida Building Code) within 180 days of issuance of the building permit. If I /we fail to commence such construction as specified above, the building permit and the newly authorized sewer system connection automatically shall be null and void and be of no further force and effect. Once work has commenced pursuant to a building permit (as defined by Section 304.3(f) of the South Florida Building Code), and such work is suspended or abandoned for a period of thirty (30) days, such building permit and newly authorized sewer service connection automatically shall be rendered null and void and be of no further force and effect. 2-2 SIGNATURE SIGNATURE SUBSCRIBED AND SWORN TO BEFORE ME THIS 0 lf' DAY OF BY Uf , 2004 PERSONALLY KNOWN OR PRODUCED IDENTIFICATION TYPE OF IDENTIFICATION PRODUCED: fl I&%S (ice NOT P BLIC i ., v r OSCAR LAMA .A MY COMMISSION # DD 103013 EXPIRES: March 25, 2006 Bonded Thru Notary Public Underwriters MIAMI-DAOE WATER AND SEWER DEPARTMENT , . CUSTOMER / PROJECT INFORMATION FORM SERVE*CONSERVE Project Name: Project Location: .j3is e/ NE /6.c.) S I 41 Project Description: 0. 7i S. ihery Toetin A old 5 es Date: V/tLA&( 12L MAJC TenaN HdtJ-Se .5 Agent ID: M14 • Chores CLASSIFICATION / TYPE Dry Run: Final: Resubmittal: Revision: Field Condition: _TYPE OF PROJECT Water Main 0 Sewer Main Water Service M Fire Line Shop Drawings Force Main Fire Hydrant 0 Pressure Request ii..Other Pump Station Phasing Plans Iklity Certification 0 0 Sewer Lateral Generator Plans Sewer Certification 0 0 11.1 FDOT Permit PS Upgrade EOCB OWNER INFORMATION Name: Address: /4,5c WE 1/5 S1: /2 City, State, Zip: A4t:deni 33/S Phone: (3o5) 399 - 9•48 Fax: (305) 9 4-6 2.427 ..5chein 41z4n4 ENGINEER INFORMATION Engineering Co. A/d hen 13. i,e1/456ta./e, RA-, Contact: e Phone: (954) 3 7e - PRID: ES WILL BE *PAYABLE AT TIME OFDRY'RUN RE IVAL - ., s E -- c 3 m 737 Mia►nl -bajde Department of Environmental Resources Management Sewer Capaci Certification Letter Ap lication instructions: You must fill out this application to obtain a sewer certification allocation letter, which is a required step in obta mg your building permit. If you are unfamiliar with the application process, please refer to the Stress free guide to sew r certification, available wherever you picked up an application. • tep One: Have your utility (if not part of WASD Utility area) certify the pump station information for your project. in order to do this, you must completely fill out sections 1 a and 1 b, It • Step Two: Once your application has been certified by your utility, bring it to DERM's Wastewater Section for processing. • gtep Three: Provide information on the boxes. In or er to serve you better, YOU MUST COMPLETE the information in sections 1a, 9b, and lc. APPLICATIONS WiLL NOT BE ACCEPTED iF THE NECESSARY INFORMATION IS NOT PROVIDED. Section la: Applicant information Nanie: 61z /AN 5CH Entf8L.JM Title: PA4Z7°1 r� Company Name: iLLA&O PEL M P VELC P lv NT CIO L L c Address: /w 55 NE 115" Sr. , # City; /14M -tire State: FL Zip: 3318l Telephone: W #: (305) 899 - 9/48 H #: Fax #: 005)946-Z4,21 Section lb: Property Details Name of Project: VILLA 66- 12EL. MAR r p C '-f lHTS Address: 13isc4YI/E aLVD. * /tie MB5S/. (So. SiaeZity: 5hei -es Zip: 33 f38 Number and Type of units: Lot #nd Block Number (s): 7??A -r 13 / 3 Folio Number: i/- Z2 -3d -027 d1 Plat ook: 53 Page: a.,55'4 Public Facility (yes / no): 1Vo • B1p sure to include a Lot & Block # for each unit to be developed. You may attach an additional list if necessary. If Lot &Block are unavailable, summit a track number, survey, slte plan or sketch that includes all property boundaries. For undeveloped land, you may submit a master folio number for the entire property. Section lc: Project Details Proposed Flow: /4 an ;/$g Zoo =2r800 GPD Bldg Process Number: City: M /AM1 g orze VIG -A& Applicable only If you have already applied for a building permit. Previous Use: VAc A r LAND Project Description', (include sq ft): i+ Apt. t14114 in .3 slorr bldg. Estirjr>lated Completion Date: 7 Previous Flow: VA c A lV 7 GPD Sewer Ext. Number (if any): Section 2: To be completed by utility company only Utili Providing Service: C /T31 OP- �a2rH M/A,t Pum Station Receiving Flow: WA so 4- 34-7 Located at: ,WE /505/ i /9 Ave. Sew rs Abutting the property: Yes: No: I./ Forcemain: 1, Gravity: Lateral Connection: New: ✓ Existing: Point of Connection: xit ? ". SIS . ed Utility Official Name: a J -- +.- s..�_= Date: tom. DEMO: Date Received: RC1711ti UUae +outafar Carlinn_ lannlir9. Mau Rth 1000 • • SEWER SERVICE CONNECTION AFFIDAVIT I /we 5glAA/ 5cl- 16/N8LUM , being first duly swom, depose and say that I /we have applied for a sewer service connection for (project description 4 T EA( y u, - ,LL-,4 L MA!a in accordance with the provisions of paragraph 16C of the First Partial Consent Decree (CASE No. 93 -1109 CIV- MORENO) between the United States of America and Metropolitan Dade County. I /we understand and attest that we are ready, willing and able to initiate construction as required below: 1 Submit building permit plans to the appropriate building official(s) within ninety (90) days from the date of approval of the newly authorized sewer service connection. If I /we fail to submit building permit plans as specified above, the newly authorized sewer service connection automatically shall be null and void of no further force and effect; Obtain the approved building permit within thirty (30) days of notification that the building permit plans have been approved by the appropriate building official(s). If l /we fail to obtain the approved building permit as specified above, the newly authorized sewer system connection and building permit approval shall automatically be null and void and of no further force and effect; and Commence construction of the project (as defined b Section 304.3(f) of the South Florida Building Code) within 180 days of issuance of the building permit. If I /we fail to commence such construction as specified above, the building permit and the newly authorized sewer system connection automatically shall be null and void and be of no further force and effect. Once work has commenced pursuant to a building permit (as defined by Section 304.3(f) of the South Florida Building Code), and such work is suspended or abandoned for a period of thirty (30) days, such building permit and newly authorized sewer service connection automatically shall be rendered null and void and be of no further force and effect. SIGNATURE SUBSCRIBED AND SWORN TO BEFORE ME THIS bLo DAY OF BY `a ,te PERSONALLY KNOWN OR PRODUCED IDENTIFICATION 12x-WC-k- -1C4 SIGNATURE 'EX-- , 20 02, TYPE OF IDENTIFICATION PRODUCED: OTAR PUBLIC V :; „,.._.OSCARLANZA ?y' ,, : MY COMMISSION # OD 103013 = *: i; t • IRES: March 25, 2005 Bonded Tile Notary Pubita Underwriters A - , 93 • . MIAMI-DADE WATER AND SEWER DEPARTMENT CUSTOMER / PROJECT INFORMATION FORM SERVE•CONSERVE Date: 69210 g:F Project Name: 1 Wit 46L: £Z MAR. APAR:TWEA/775 Agmt ID: Project Location: 4":,e5A/01. NE ioc ec"4,sii //14. riverizes Project Description: /4 API'S, in 3 5/-ory .51dg • -CLASSIFICATION / TYPE. Dry Run: Final: Resubmittal: Revision: Field Condition: _TYPE OF PROJECT El Water Main Water Service Shop Drawings Fire Hydrant Sewer Main El Pump Station Fire Line ;TA Phasing Plans Force Main Ekr6tility Certification Pressure Request E.Other Sewer Lateral Generator Plans Sewer Certification FDOT Permit PS Upgrade EQCB Name: Address: City, State, Zip: Phone: /3.1-1:44 Sc.heiki /4c5 AJ HS 5? °t/z r4. 53/if 636.0 gqq- 9/4q6 Fax: 0 ENGINEER INFORMAT0N Engineering Co. icie/sevi_13. LaInsed gE. Contact tr) Phone: (9S4 370- Mo4 PRID: ES WIL EPAYABLEAJ -TIME 0 . , RIGINALfEE,.SHEETAND RECEIPT .anu ST BE -SUBMITTED. WITH THE FINALS • roger piper architect, inc. Permit Application Data Building Areas / Unit Mix Calculation Townhome Building 1 A Units — (4) 2 Bedroom Units Ground Floor: A/C Space Garage Front Step Under Mansard Second Floor: A/C Space Balcony Sub Total A/C Sub Total Under Roof 516 sq. ft. 707 sq. ft. 1,223 sq. ft. B Units - (4) 3 Bedroom Units Ground Floor: A/C Space Garage Front Step Under Mansard Second Floor: A/C Space Balcony Sub Total A/C Sub Total Under Roof 554 sq. ft. 744 sq. ft. 1,298 sq. ft. C Units - (2) 2 Bedroom Units Ground Floor: A/C Space Garage Front Step Under Mansard Second Floor: A/C Space Terrace Balcony Sub Total A/C Sub Total Under Roof 20100 northeast 21 avenue 554 sq. ft. 430 984 sq. ft. 282.000 sq. ft. 35.625 sq. ft. 49.000 sq. ft. 1,589.625 sq. ft. 282.000 sq. ft. 35.625 sq. ft. 49.000 sq. ft. 1,664.625 sq. ft. 282.000 sq. ft. 35.625 sq. ft. 335.000 sq. ft. 49.000 sq. ft. 1,350.625 sq. ft. north miami beach, florida 33179 • (305) 932 -5200 roger piper architect, inc. Total Sq. Ft. Under Roof (Including AIC, Garage, 15,718.250 sp. ft. Balcony, & Front Step Under Mansard) chi Total Sq. Ft. of Roof Area Including Mansards 9,711.840 so, ft. m Total Number of Openings (Windows/Doors) 82 ci C • co rn Cr) m 0 20100 northeast 21 avenue • north miami beach, florida 33179 (305) 932 -5200 FORM 600A -2001 FLORIDA- ENERGY EFFICIENCY CODE FOR BUILDING C-ONSTRUCTION Florida_Departmentof Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner Climate Zone: village del mar, model -a nw 105' st. miami shores, if village del mar South Builder. Permitting Office: Permit Number. Jurisdiction Number 1. New construction or existing 2. Single family or multi-family 3. Number of imits, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (112) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tmt/other SHGC - single pane d. Tmt/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Concrete c. N/A 9. Wall types a. Concrete, Int Instil, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Cerlingtypes a. Single Assembly b. N/A c. N/A II. Ducts a. Sup: Con. Ret Con. AH: Interior b. N/A New Multi- family _ 1 _ 2 _ No 1404 112 151.3 112 0.0 11.2 0.0112 0.0112 R:).0, 59.0(p) ft _ R =5.0, 230.0112 R =3.0, 380.0 fl2 _ R= 11.0,231.0112 R= 19.0, 824.0 ffi Sup. R=42, 40.0 it _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating-systems a. Electric Strip b. NIA c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP- Dedicated heat pumpl 15. HVAC credits (CF- Cedingfan, CV -Cross ventilation, BF-Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ-H-Multizone heating) Cap; 36.0 kBtuthr _ SEER: 12.00 _ Cap; 36.0 kBtu/br _ COP: 1.00 _ Cap: 50.0 gallons _ EF: 0.89 ratass/Floor,�rea: Q 'f g Total. as built points. 1.7858 Total- base points: 20888- PASS. t hereby certifyyp/that-the plans and s{ .iiratinns wavered. by thtscalcuia ion- arm Florida Energy Code: PREPARED BY: DATE: l hereby certify that this bad-mg, as designed, it in compliance with the Florida Energy Core: Review ofthe_ plans_ and specifications covered by this caloula rndicatescompliance with-the Florida- Energy Code. - Before-construction is completed- this building-will-be inspected- for-- eompllaneevlith-Section- 553.908- - Florida -S. BUILDING OFFICIAL DATE: Pnornvnonnotf t /Voreinn• PI RRPP v4 911 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: nw.10S st., miami shores,_fl} PERMIT norm/flat whatlit nrte Form RMAJWW 1 =nermua:unotkl/=1ao =Q'7M1 =r P r`P VA V) BASE AS-BUILT GLASS- YPES- .18- X- Conditioned- X- BSPM- = Points- Floor Area- Type{SE- Overhang Omt- Lan- tom- Area - X- SPM- X- SOF = Points .18 1404.0 32.50 8213A Single, . Clear N 0.0 0.0 67.0 33.94 1.00 2274.0 Sirs Clear N 0.0 0.0 24.0 33.94 1.00 814.6 Single_Ciear_ S 4.0 7.0 13.4 . 62.19 0.64 529.8 Single, Clear S_ 5.0_ 8.0 - . 402_ 62.19. 0.61. 15282 .:= Cdr. S. 0.0. 0.0... 6.7 _ Ow 19_- 1.00. . 416.7 As-Built tel:- 15 -14 - 55632 WALL-TYPES- Area -- X- BSPM = Points_ T R=Value.. Area -- X SPM = Points Adjacent 231.0 1.00 231.0 Crete, int Inset, Exterior 3.0 380.0 2.70 1026.0 Exderior 380.0 2.70 1026.0 Frame, Wood, Adjacent 11.0 231.0 1.00 231.0 Base Total: 611.0 1257.0 . -As -Built Total: 611.0 1257.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 201 2.60 52.3 Exterior Wood 20.1 9A0 188:9 F 20.1 6.40` t2&6 kdjacentWood 20-.t 3.80 76:4 Base Totah 4042 186.9 As -Built Total: 49.2 265.3 CEILING TYPES Area X BSPM = Points Type R- Value Area X SPIVMX SCAR = Points tl Atfic-. 82t0- 2. 23072 -,, •' - '-' . 19.0- 824.0- 9.24 -X t00 7613.8 Base Tetak 824.0'- 2307 A - 824„-0- 7613.8 FLOOR-- TYPES- Are X BSPM- = Points- Type- R- Value- Area- X SPM =- Pointe Slab 590(p) 20.0.. - 1.180.0_ - ._S • r • _ ... _ .._ ._ , .. 0.0._ gip} 20.00 . -1180.0 ._ Raised- 230.0.. -. - 216 - - 496.8 -. : -. -• Concr 5.0 230.0 - - 0,40.. .. _92.0 BaseTetak - 1615.8- As- BuiltTetak 289:0- -1272.0 INFFILTRATION -.. Area- X- BSPM = Points- Area X- SPM- = _ Points 1404.0 15-79- 26381 -2 140470 - 18,79 263812 norm/flat whatlit nrte Form RMAJWW 1 =nermua:unotkl/=1ao =Q'7M1 =r P r`P VA V) FORM-600A-2001 S UMME.R _CALCULATIONS Residential Whole Building Performance Method A - Details ADDRES nw t0s m ami shores }a, PERMIT # BASE AS-BUILT 3666' - Sumner As-Bu Poir : 39808.4 : Summer Base-Points: - Total -Summer- X System- Points- Multiplier = Cooling- Points - - Total -- X- Gam.. X Duct - X -- em- X- Credit =-_ Cooling - Component Rage- bier- Multiplier Muftiplier Points (8ddx -esMxr - 1 36662.9 0.4266 15640.4 39808.4 1.000 (1.000 x 1.165 x 0.90). 0.284 1.000 11860.9 398084 _ 1.00 . 1.1048 0.284. t000 11860.9 1 FORM-600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS* mar 105 st., miami.shores,1It PERMIT /L. Fn.:Inn:am".ef61 r W'A Fnrm Rt A_7M1 Fnerrntt2oatesoANFhRFC"NY11 Fl iif`.PR Ji WY BASE AS-BUILT- - CLASSY -1 ES - .1-8- X- Conditioned- X- WPM = Points- Floor-Area- - TypeISC- Overhang. Olt- Len Hgt Area X WPM -X WOF = -Point .18 1404.0 - 2.36 596.4 Singe, Clear - Single. Clear _Single,.Ctear Sinn Cdr N 0.0 0.0 N 0.0 0.0 S 4.0 7.0 S. 5.0 8.0 S. - 0.0. 0.0 67.0 24.0 13.4 402 62- 154,3- 4.91 1.00 4.91 1.00 3.55 1.17 355 t23 329.2 117.9 55.5 170.8 23.8 6972 -Singer-Clear- - As- T -. 3.55_- 1.00_ - WALL- TYPES- Area- X- BWPM -= Points- -- Type- R-Value Area- X- WPM- = Points . Adjacent Exterior . Base Total: 231.0 0.50 115.5 380.0 0.60 228.0 611.0 343.5 Concrete, int insul, Exterior - Frame, Wood, Adjaac ent _ As -Built Total: 3.0 11.0 380.0 231.0 611.0 1.20 0.50 456.0 115.5 671.5 DOOR TYPES Area X BWPM = Points . Type Area X WPM = Points - Adjacent - Exterior Base Total: 2031 1.30 26.1 20:0 t80 362- 40.2 62.33 E,deriorWood :Adjacent-Wood - As-Rugt Total: I. 20:1 20:1 40.3 2.80 - t.90 56.3 382 94.5 CEILING TYPESArea X BWPM- = Points ` Type' R -Value Area X WPM- X WCM = Points : tinder Att - Base Adak 824 @ 010 824 82 827 Witty- 19.0 8240: Cat 1.00 8246 90.6 90.6 - FLOOR TYPES Areir X BWPM-. =- - Points- - Type-_ R=Vatuia- x- WPM = Poi - Slah Base-' - 5a fl(p) -2.1 -123.9_ :. Ted . 0.0 5Q 5.0 0(p) . 230.0- -2.10 010 - -12.9 23.0 400.6 _ 230.0-- -0.28 - _-64.4- -159.3- - INFILTRATION- Area- X- BWPM = Points-- Area- X WPM- = Points 14044- . 4.06 - - 84-2 - - 14048 -- -0.06- -842 Fn.:Inn:am".ef61 r W'A Fnrm Rt A_7M1 Fnerrntt2oatesoANFhRFC"NY11 Fl iif`.PR Ji WY 1 FORM -6OOA-2001 WINTER. CALCULATIONS Residential Whole Building. Performance Method A - Details ADDRESS: nw 105 sf.,_miami shores, .f1,. PERM-Ilk Fnaud' ,. usns. f(A Fnnn-annA mni F. . ace u - ca- a4"nnr.,4 BASE _ AS -BUILT 812-.1 - 12683 - Winter Base Points: rAs-Built Points: - - Total-Winter • X- Systern- = Points- Multiplier Heating- Points- - Total- X- Cap- X Duct X em- X - =. Heating — Component- Ratio- Multiplier Multiplier Multiplier- Points (DM-sews AHU} 812.1 (L6274 5094 L 1268.7 1.000 01.000 x 1.137 x 0.91) 12681 t00 1.035 1.000 11.000 1.000 1.000 .. 1312.7 1312.7 Fnaud' ,. usns. f(A Fnnn-annA mni F. . ace u - ca- a4"nnr.,4 FORM -600A -2001 WATER HEATING & CODE_ COMPLIANCE STATUS _ Residential Whole Building Performance Method A - Details F ADDRESS. met 1.5 st.,_miami shores, PERMIT BASE CODE COMPLIANCE STATUS AS -BUILT -WATER-HEATING- - Nurriberor X _ B'e&oorns isalultiplier = Tot -._ Tank EP - Volume Nurrllerot X Tank X Multiplier X_. Credit = Total Bt irooms Ratio Multiplier 2 23800 -. 47384- - 500- 089-- - As-Bui t Total: 2- 1.00- 234238- 1-.00 -- 4684.8 46842 Pnarnvf_ar vraTM fN`A Cnrm iYV'A_111C11 ruarnuflai in Ndria me.ln i f='1 A!`PRu V) CODE COMPLIANCE STATUS BASS_ AS- BUILT Cooling + Heating + Hot_ Hater. Point = Total . Points- ("tooling . : - Points -._ + Heating Points .._ + HotWater. Points- = Total Points , Points -- . Points.. 15640 510 4738. 2 888 = 11861_ 1313 4685 17858 Pnarnvf_ar vraTM fN`A Cnrm iYV'A_111C11 ruarnuflai in Ndria me.ln i f='1 A!`PRu V) FOR 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: n- 19f.s..,..miami shores, -fl} PERMIT it . . 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE C K 'Exterior Windows & Doors .606.1ABC.1.S N�uamum:.3 cfinfsq.ff. window area; .5cfrrifsq.fE door area. 'Exterior & Adjacent Walls 606.1 ABC.1.2.1 Caulk, gasket weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterlor wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between wa1s and floor. • EXCEPTION: Frame walls where a continuous infttratton barrier is installed that extends fro ,and is sealed to,,the foundation to the top. pie. - Floors 1606.lABC.1.2.2. PenerationstopeningePliff sealed unless backed by truss orjoint members. Fxr1FPTIOIst.Framettoceintiltration barrier isinstaffeithatissealed. tathe.. 606.1ABC.1.23, Been-walls - &-seWngs; plane of toI toor;. around-s r chasesr sue; air barrier, gapsk► - - plate- -attic access: EXCEPTION: Fuameeeilingswherea - , at dons and seams: - 606:1-.ABC.12.4 M Houses 6 VOC:t.ZS Type IC ratededirno-perldrationeceettlett otType IC or r> le eat InstaffeeFinsidee sealedborwiltr 12a clean3nce& 3" fcoarn-ir or Typele rated-w th-c 20 -cfm-f om - cxxr ' tested- ' Air barrier on perimeter otfoor car between floors. AddirOnatinfiffratton reqts 606: i.ABC :1:3 E u tansventedkroutdoors, dampers; combustion- space comply withNFP have on air. 1 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) :COMPONERRS SECRON- CHECK Water Fs- = 612T : Swhnming Pools& Spas- -6121- compfi -witfrefftieney- 'Fibre-154Z Swileharehear marked&cull breaker (ele trie}or cutoff fgas)-must- be•provided: Extemakw built-in-heat bap-requited: Spas& heated- poolsmust haye-covers-lexcept sow heated). Norr-commercial- pools- must apumptimer. Gas-spa-& post-heaters methane- rninknumthermat efficiency lent ot76%. -Shower remit "Air Distriburion Systems :6101 Water flow mustbe restricted -to no more than ZS-gallons per minute at 89PSIG J _Al - ducts, tangs, rr ntcafequipmenfandptnuan chambers shri6e mechanically attached, sealed, insulated, and installed in ac cardauxe wtlh the criteria of Section 610. Ducts in unconditioned ed attics: R-6 min. insulation. HVAC Controls 607.1 insulation .6041, 6021 Separate readily accessible manual or automatic thermostat for each system. CeIUngs -Min. R -19. Common walls - Frame R -11 or CBS R-3 both skis. Common ceffing_& floors R -11. prtarnurzaufsaThr rata Fnrn, avrs:1nfT Fner vfra =trioHt/FroPFC'7M ?-FtP1'PRVR'7'7 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.2 The higher the score, the more efficient the home. village del mar, nw 105 st., miami shores, fl, 1. New construction or existing New — 12. Cooling systems 2. Single family or multi - family Multi - family — a. Central Unit 3. Number of units, if multi - family 1 — 4. Number of Bedrooms 2 — b. N/A 5_ Is thisa:worst ce?-. - No- 6. Conditioned floor -ate} . 14041' e. NtA- 7. CUSS -type- — a: Clear—single-pane 1.5-1.3- _ 13:- Heating systems- - b:- Cleardeublep a 9,0-fta — a Elea ieS Cap: 36.0-10n/hr — 6 :-'run/ether-MCC - single-pane 0.04P - — COP: 1.00 — d: Tint/ether --- double pane 0:0- b: N/A- 8 F1ser- — a. Slab -On -Garde be on- - R-0.0, 59-0(p)-R- _ e. N/A -- — b: Raised - Concrete R=5 230.01 o: N/A 14 Het-water systems- - 9. Wall -des- — a Eleetrie Resistance Cap- 50:0-gallons — a. Concrete Int -Iusuh Exterior- R=3-03. 380:0 -1t- EF: 0419 — b. -Fraew Weedi -- I1•= 1.1:0, - 231:0 -R? - cNher- ch NIA _ c C lioue e. N/A- (-HR-Heat-reeevery, Seim- 10, Ceding-types- -_ D W- Dedicated-heat- pump) a Single- Assembly R=19.0, 824.0 if __ 1-5 IWAC credits- — b. N/A- — ( CF- Ceiling-fa%CV- Cressventdatien; e. N/A 1$ heleheuss fan, 11. Ducts — PT-Programmable Thermostat, a. Sup: Con. Rot Con. AH: Interior Sup. R=42,,40.0 ft MZ- C- Multizone cooling. b. N/A MZ H- Multizone heating) Cap: 36.0 kBtuthr SEER: 12.00 — I certify that this home has complied with the Florida Energy Efficiency Code For Building Cons ion through the abEwe energy saving features which will -be installed-tor exceeded) in this I ebefoF inspection: Otherwise, a new EPL lapray Cal& will be congaed- based on insrafFed Code camplinat features. Builder Signature. Date: Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This- is..not -a Buikhn gEnergyRating. Ifs s oreLs-8LL or greater (or 86for a- US-EPA/DOE EnergjyStclf designation), your home may qualify for energy efficiency mortgage (1:EM) incentives if you obtain a Florida Energy Gauge Rating. Contactthe -Energy Gauge-Hotline at 321L63&14S12-orsee_theEnergy Gaugeweb site at www.freaucleau for information and a list of certified Raters For information about Florida's Energy Efficiency Code For Building Construction, rnntnct the Department of Community Affairsat 850 /482- -1824. EnergyGauge® (Version: FLRCPB v3.22) * RESMANUJ(c) * WHOLE- HQUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA /RES(c) DATA FILES (BASED ON A _ C _ C.-A.. MANUAL_ a - SEVENTH_ EDITION. (al 19&6 SERIAL # 5363 01 -21 -2003 �' -s :model -A ADDRESS CITY : miam± shores, f 1. OWNER :village del mar. BLDG- CONTR . HVAC CONTR : Condi t; ored Floor. Area • 1 404_ SF al-Ass/sp. 12ATTO = * Climatic Conditions & Design Conditions * 11$ Geographical Location : Florida [ Miami - AP Worth Latitude t Elevation Outdoo -r Ginter Dry Bulb Indoor Winter Dry Bulb Winter (Actual) Temp.Diff Winter Temp Diff . (wFd) Outdoor Summer Dry Bulb- Outdoor Summer Wet Bulb Outdoor- Summer Hum-. Ratio-Gr /Lb Indoor Summer Re-Iaitive Hung: Indoor Sumner Design Gr /Lb. Indoor Summer Dry Bulb Indoor Sumter Wet Bulb Summer Daily Range Summer (Actual) Temp.Diff. Summer (User Sel) Temp.Diff. (slid) 25 Deg. / 9- Ft. Above Sea Level 48- Deg.., F 70- Deg F 22 Deg. F 40- Deg F 89- Deg. F 77- Deg. F 122 50% 5-6 75 Deg. F 62.3 Deg. F- G 64 Gr /Lb 15 Deg. F - L 14 Deg. F 20 Deg. F * 'r IFG Sig * r.-D7OF * COGIaNG .: SHE * SUBTOTAL 55077.95 DUCT LOSS 0 TOTAL LOSS /BTUH 55077.95 201 OVERSIZE FACTOR : 11015.59 ACTUAL + 20o OVERSIZE: 66093.54 STRUCTURE SENSIBLE 17336.55 MECH. vEN1= 150 Cfm 2310.00 SENS. + MECH.VENT : 19646.55 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT /APPLIANCE . 2400.00 DUCT GAIN 0.00 TOTAL SENSIBLE 22046.55 TOTAL LATENT 37048.71 SENSIBLE + LATENT 59095.26 26a SENS.OVRSGE FTR: 4409.31 SENS. + 20% OVERSIZE: 26455.86 * EQUIPMENT SELECTION * EQT MANUF CU MOD # AHU MOD # HTG- INPUT HTG_. OLITPLIT. Ham- CFM. AF- UE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S*EER- CLG- CFM- TYPE - NO-TES -: G L A S S North North South-. South * L.. Q A_ D C. A_ L_ C u L.. A_. T.. 1.. Q- N * TYPE Single-. Clr Single Clr - -e Clx_ Single Clr South. Single Clr No Shade Infiltration : Winter Htm ( 130.37 ) Infiltration - Summer Htm 129-61 1. Inside Shade No. Shade_ No Shade No Shade No Shade W ALLS N/W C.B. - Int Insul - Ext. Wood.Stud - Adj Sc Area Loss /Btuh {,1 1-` I-1 R -Value Area 67.0.0. 24.00 13 -..4-Q 40.20 6_. -70 151.30 151...3.0 . 7772..00 2784.00 1554_40_ 4663.20 777._20. 19724.98 Loss /Btuh 3 1L 8UBTOTALS: D OORS Sol -id Care/Wood_ - - Ext. 0. Solid Core /Wood - Adj. 0 Infiltration :W- inter Htm-( 134.3 -7. )- x Infiltration :Summer Htm( 29.63 ) x C E I L I N G S Silxgl e A aemhly FLOORS Slab- on-Grade Raised Concrete SUBTOTALS: 380.00 231_04 611.011 3040.00 aal _61 3871.60" 20-.10= 20.10 40.20- 40.20 4�.Z0 5.72.1 -&5. 446.22 5240..87 62555.94 19 824_ _pa 288_4. -Ca 0 5- 9-.00- Lin . Ft . 5 8 Ut3`l'UTALS-: SUBTOTALS:- 230.00 Sq.Ft. 5g. 6ff L n. Ft . 210 -00:E Sq..Ft. * TOTAL STRUCTURE SENSIBLE * 1911.60 2875.00 47$6.611 Gain /Btuh 20.77.00 744.00 643.20 1929.60 321.60 4483.02 Gain /Btuh 1558.00 392.70 1g50 -.70 255.27 84.42 1191.13 153 -0:82 1977.60 000.00 1679.00 1679-A0 55&77.95 17336.55 FORM- 600A-2,001 FLORIDA ENERGY EFFl.CIEN-CY.. CODE FOR BULLD.IN.G.- CONBTRUCTFON Florida.l')epartment of G.omawnityAffairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner Climate Zone: village del mar, model -b ne 1O5 st: miami shores, fC village del mar. South Builder. Permitting Office: Permit Number: Jurisdiction Number. 1. New construction or existing. 2. Single family or multi-family 3. Number of units, if multifamily 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area OF) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - singje pane d. Tmt/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Concrete c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Single Assembly b. N/A c. N/A 11. Ducts a. Sup: Con. Ret: Con. AR Interior b. N/A New Multi family _ 1 3 No _ 1444 fl? 151.3 ft2 0.0 ft2 0.0 ft2 0.0 ft2 R=0.0, 59.0(p) f R =5.0, 230.0ft2 _ R= 3.0,396.0 fl2 R= 11.0, 231.0 82 _ R= 19.0, 864.0 ft2 Sup. R=4.2, 40.0 ft _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems _ a. Electric Resistance Cap: 50.0 gallons EF: 0.89 Cap: 36.0 kBtu/hr SEER: 12.00 _ Cap: 36.0 kBtu/hr _ co P. 1.00 b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling. fan, CV -Cross ventilation, IV -Whole house fan, PT-Programmable Thermostat, MZ -C-Mul izone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.10 Totaras- hlritt points:. 20570. Total -base- points: 23764 PASS I hereby_ certify.thatthe_ plans -.and specifications_covered_ by this - calculation are ia- compliance. with- Florida - Energy-Code PREPARED BY: DATE: AllAb Fhereby certify that-this buiTd"tng, as designed, Fs Fr compliance with the Florida Energy Code: OWNERIAGE -T: DATE: BUILDING-- OFFICIAL DATE: PnamvC-latInat611Varcinn• FI P(.PI a/1 991 FORM--6QOA_2001 SUMMER CALC_ULATLONS Residential Whole Building Performance Method A - Details ADDRESS:. ne tOS_st.,_miami.states,_-f,,-. PERMIT. &. Femr tLfro:AA a'Finrm.i.7Vta_ on-1 - Fnornuf..9tinatEUFt917FC'7M1-FF Pr!PR-uf4-71' BASE AS- BUILT- GL.ASS- TYRES- .. .18 X Conditioned - X BSPM- = Points- PIooFArea Type/SE _ Overhang ()rrt Len Hgt Area- X- SPM- X- SOF -- Points .18 1444.0 32.50 8447.4 Singe Clear N 0.0 0.0 67.0 33.94 1.00 2274.0 SirtgleClear N 0.0 0.0 24.0 33.94 1.00 814.6 1 :,1- Clear. S. 4.0 7.0 13A. 6219.. 0.64 529.6 Sh,D1+, (`tear S-. 5.0 8.0 . 40.2 62.19. _ 0.61 15282 Sicgle,Cleac- S- 00 0.0 6.7- - 62.19- 1.00. 416.7 As- Teak- 151.3- 5563.2 WALL.TYPES- Area-- X- -SSPM- = Points- - R-Value Area -- X- SPAS. .= Points Adjacent 231.0 1.00 231.0 Concrete, Int load, Exderior 3.0 396.0 2.70 10692 Extern 396.0 2.70 10692 Frame, Wood, Adjacent 11.0 231.0 1.00 231.0 Base Total: 627.0 13002 As -Buttt Total: 827.0 1300.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20:t- 523- ExteriorWood 20:1- 440 188.9 Exterior 20:t 6.40 - t28.6 Adj Wooct 20:t 3:80` 76.4 use Total: 402 180.0 As- Total: 40".2' 265.3 CEILING TYPES Area X BSPM- = Points Type R-Vatue Area X SPNi X SCR= Points U rAttic- 0. 2.80 24192- • - U s 19.0 864.0- 924-X1-.00 7983.4 Erase TOO& Mir . 24193 Asaidirrolat 8680.. 1883.4 FLOOR-TYPES- Area- X BSPM = Points- Typer R-Vahue- Area- X- SPM ='- Poi Stab... _ 59 0(p) -20.0 - 1.180.0_ Slab-O mde.Edg l _ 0.0 5910+} - :20.03 . - 1180.0 . Raised. _ _ 230.4- -2.16 - 496.8 -- Raised-Concrete- . 5.0 230.0-- . - 0.40 - -92.0 Base - Total:- -1676 As- Bullt- Total:-- 289:0-- 427240 INFILTRATION -- Area-X- BSPM = Points- Area -X- SPM- = Point 1444.0. 18.79 2713214- 1444.0 -- 1879 27132.8 Femr tLfro:AA a'Finrm.i.7Vta_ on-1 - Fnornuf..9tinatEUFt917FC'7M1-FF Pr!PR-uf4-71' 1 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details FQRM 6OOA 2009 1 ADDRESS: ne.105 st, miami shves,-fl,. PERMIT # .. BASE AS -BUILT -Sorg Rte: " 37808.7 Summer 40972:8 Total-Summer X System -. Points- Multiplier = _ Points- - .. Total- X Cap-. X- Duct. X System- X- Credit- =- Cooling -Cop Ratio- Multiplier Multiplier- Malt - Points gattx.-osm r 378031 0.4288.. 1612L0 _ 40972.8 1.000 (1.000 x 1.185 x 0.90). 0.284 1.000 12207.8 408718 1.0.._ 1.048 0.284.. t.000 12207.8 nrjweTM lf`A Fnren i lflA_7M1 =neroma:a wintR/Flal== 7M1 FI 17f9312 u 77 .FORM-600A.2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: tle. 105 St, miami.shores, f!,_ PERMLT # . Fr.ore„rsmu,5tRP- a- F,rrem amac._mrt- FewrmfiatumfEeVFtopGN7tYM FtPt-RR,R7Y- BASE AS-BUILT - -- GLASS - TYPES -- - .14- X Conditioned - -X BWPM- _- Points- Flow-Area- - - Overhang:. Type/SC- Omt- Len- He Area - X WPM X WOE' = Point .18 1444.0 236 613.4 Singe,Clear N 0.0 0.0 67.0 4.91 1.00 329.2 Singie,.Clear N 0.0 0.0 24.0 4.91 1.00 117.9 _SChr . 8 4.0 7.0 13.4 3.55. 1.17. 55.5 - Single,_Clear_ S. 5.0 8.0_ _ 40.2 . 3.55 -.. 1.20. 170.8 -SinglerClear S_. OA 0.0_ . 62- 3.55- 1.00_ 23.8 _ - C- - 161.3 •.. 6972 - WALL raps_ - Area -_X- MEW- = Points ---. Type - R-Value-- - Area- X WPM - -_. = Points _ Adjacent 231.0 0.50 115.5 "Concrete, Int Instil, Exterior 3.0 396.0 1.20 475.2 _ Exterior 396.0 0.60 237.6 _Frame, Wood, Adjacent 11.0 231.0 0.50 115.5 Base Total: 627.0 353.1 _ As -Built Tom 627.0 590.7 1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.1 1.38- 26.1 ExteriorWood 20:1 2:80 56.3 Exterior 20:t 1.80' 362 :Adi rttWood 20:1 1:90- 382 ' Rase rotat: 40:.2 62.3 - As- Builtrotat: 462 94.5 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM-= Points Urdu-Attic- 654$ 0:1.0 86:4- -SingkrAssembly : 1980 8644$- - 6.11-X-1.00 WO - Base Wet 864;11 86-.4- - 804:0' 800 - FLOOR TYPES Area- X- BWPM- =- Points- - Ty R Value Area X WPM = Points - Slab... 5Q11{p) -2.1 -173 9 . _Slab-On.GradeFt4g " sulation 0.0 cc) 0(p) - -123.9 -2.10 -- Raised -. 230.0.... - -0.28- - -64.4- -Raised Concrete- 5.0 230.0 -- 0.10 23.0 - Bay -Totaic -188-.3- - - -As Bui6 -T : M-A_ -. -100.9 - INFILTRATION- Area - X- BWPM- . = Points- - Area -X- WPM-- = Poufs 14448- - -0.06- - 86.6- _ 14440 . -0:96 -860 Fr.ore„rsmu,5tRP- a- F,rrem amac._mrt- FewrmfiatumfEeVFtopGN7tYM FtPt-RR,R7Y- FARM 600A_2001 WINTER. CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS ne_1.05 st, m ami shores, fl,-._ PERMIT_;_ AS-BUILT -Winter-Base fits: 840;3- -WmterAs=Buiitioiuts: _. 1299:9 - Total - Winter X - System- = Paints- - Multiplier Heating- Points- Total- X Cap- X- Duet X System- X- Dom- - = - Heating -Component- Ratio- Multiplier Multiplier- Multiplier Points (Mx &A .xA} ). .3_ 0.-6274. 5272. 1289.9 1.000 (1.000 x 1.137 x 0.91) 1.000 1.000 1334.6 _ 1289.1 _ - 1.00.. 1.035 t:000 1.000: 1334.6 1 FQRM_s001 WATER HEATING & CODE. COMPLIANCE STATUS Residential Whole Building Performance Method A - Details IADD ne 1_05 st . miami Shores, PERMIT ft__ Gnorent .t unniae Rr!'A' Fiirm l N LWWIS Fi1mmA: ttn ffFfeRGC'XIT11" FY Af!C►RAf4-» - BASE CODE . COMPLIANCE STATUS._ - AS-BUILT _ .. prof _ Bedrooms X-_ Multiplier = _ Tank EF -Volume Numtrerof X -Taflk X Muitiptte-.X credit- = Total Bedrooms Ratio . Ntulttplier •tai _ - 3- r AS- 2369:00 710711 - - 504 089-- _ As -Built Total: 3- 1.00 234238- 100-- 7027.1 7927:1 Gnorent .t unniae Rr!'A' Fiirm l N LWWIS Fi1mmA: ttn ffFfeRGC'XIT11" FY Af!C►RAf4-» - CODE . COMPLIANCE STATUS._ BASE AS- T r`.noling _ Points -. + Heating + Points. _ HoLlt Points. = Total Points t'.nniing . ,_ Points-.. + Heating _ + Points.... Hottlater. Points... = Total Points 10127 52T 7107 23751 _.12208 1335 7027 20570 Gnorent .t unniae Rr!'A' Fiirm l N LWWIS Fi1mmA: ttn ffFfeRGC'XIT11" FY Af!C►RAf4-» - EORM--600A2- 001 Codes. Compliance Checklist Residential Whole Building. Performance Method A - Details ADDRESS_.ne 105.st.,_miami shores,..fl,. PERMIT it 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exter% Wrndbws & Fors • 606.fAUC.1.1 iV rrtum:.3 "cfm/sq.ftr wincloW area .5cfmisq. f door area. :Erderior & Adjacent Wad 1606.1ABC.12.1 Caulk, gasket, weatherstrip or seal between: w indoa+s1doors & frames, surrounding wall; foundation & waft sole or sB plate; joints bets/n exterior wall panels at corners; utility pew; between wrath pants & top tam plates; between waft and floor. EXCEPTION: Frame wad where a continuous infiltudion banter is Installed that extends from. and Is sealed to, the foundatlmn to the top plate. 606.1 ABC.122 . 606.1 ABC.1,2.3- _P ations/openings >1! sued unless backed by truss or joint members_ . EXCF_PTION Fr am-flonrs_wlerea.cortinumua Infiltration bar 1c inatalled that ta sealed tathe B n-wal &.ce ceiling-plane-of top.itoor around-shaftsr chases,- soffits,4thimneysroabinets-sealed-to-contkarous-air ; g gyp- -&- ;- • attic came ngawhere a bay -is- and seem, 6066 AB&}2�4- -Type IC s e a 1 e d ; - e r - T y p e IC o r n l£e r installed-inside-a-- - sealed-borvaftirtir clearance-&-3" fnarrthsufatkax. or Type. IC-rated-with-4-2fFcfrnfronr- 4101W-story Houses 6011tABc t.2.1. Airbarrie on. perimeter offloor cavitybetwen-1 ArditkinatinfiftraffOlvrecilft- - 60f:ABC:1 :3- -- E x f awns VeritettO otddOors, d a m p e r s ; c n spar h s comply Mk NFPi , Fire -yak. SA-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) :COMPONENTS- - : -S• _: _ CIE= Waft Deus ^ MT- *Wi efl y ifl Tabf -6412 Switch-or crearittharkedtheult • ' -tom E i-er cutoff %ymustber Extemc-or buff-in-heattraf =Swimrrrng Pods- &-Spas 'Mt - Spas -& heed pooismust haw-covers{ma a solarheate4 musthaysa pumplimer G - spa &pwtheate smorritt tether efflcencyof78%. 'Shower heads 612 t" Water IRV must be used to no more than 2:5galtans per minute c PSIG A1 iXstrthution Systems 610:1. _ -_ Af duds, fiftfngs, mechanical equipment and plenum chambers shaybe rr ni ku 'attached, sealed, insulated, and installed In accordance with the c riterl of Section 610. Duds in unconditioned attics: R-6 min. insulation. / -MAC Controta . 607.1 Separate roily accessible manual or automatic thermostat for each system. Insulation _604.1, 602.1 _ CeitIngs -Min. R -19. Common walls - Frame R -11 or CBS R-3 both sides. .Common ceirg -& floors.R -11. / .ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.0 The higher the score, the more efficient the-home. 1. New construction or existing 2. Single family or multifamily 3. Number of units, if multi-family 4. NumherogBedrooms- 5. Is this- a -worst ease? 6 Conditioned afea )-- 7. Glass-ate & type a. Clear —fie pane-- b Clear---double-pane e. rant/ether—Slifer -- single pane- d: Tintiother =deuce gage g,. Floor types- & ode Edge InsulatiOn- b: Raised-Concrete c. N/A- 9: Wall- types- a Cone, I1nsuL Ear b: Frame; Weed; Adjacent- a. Ni d: e: N/A 10: types- - a.- Single ably b. N/A. e. N/A- 11. Ducts a. Sup: Con. Ret Con. AH: Interior b. N/A village del mar., ne 105 st., miami shores, fl, New Multifamly _ 1 3 No- 1444 - • — 1551:3 0:0- _ RHO; 59:0(p)11- _. Rr =5:0; 23410 _ 12. Cooling systems a. Central unit b, N/A e N1A 1-3 Heating-systems- a. Electric- Strip- c: N/A 14: Het-water-systems a: Electric - Resistance . R ==3:0; 396.0 ft2 _ R= W0- 23L0 -f? N/A� _ c recovery;. Solar D pump) R--19:0& 864.0 4P 1-5. HVAC - credit (CF -Cei ing -frisk CV -Cross 1W -Whale -house fan, PT-Programmable Thermostat, Sup. R= 4.2,40.0 ft _ MZ- C- Multizone cooling MZ H Muhizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Ceittatleti011 t gh the above energy saving features- whiekwiltbe instated or exceetea i�a thin homebe -inspection Othenvise, a new EPL B rardWillbe -campleted basedon installed Code complies features. Builder Signature: Dade: Address of New Home: City/FL Zip: Cap: 36.0 kBtu/hr _ SEER 12.00 cap -36:0 k$tutbr _ COP: 1:00 _ 50:0 gallons - EF: 0.89 *NOTE The home's estimated .energy performance score is only available through the F!A/RES'computer program. This.isrto aa- PO/ding F.nergy-Raiing. If your score is -80or grentor (or g6 fur a IISF.PA/DOF, E.nPxJ designation), your home may qualify for energy efficiency mortgage (EEU) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedufor information and a lsrt ofcerhfied Raters For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommuniV Affairs at 850/487 -1824. EnergyG uge® (Version: FI RQPB v3.22) * RESMANUJ (c) * WHOLE_ HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA /RES(c) DATA FILES (RASED ON A MANUAL _ J - SE3lRATT'E _rnITION (G)- 118-6- by A_.C.C..A. ) SERIAL- #- 5363 01 -21 -2003 :model -b ADDRESS CITY :miami shores, fl. OWNER :village del mar. BLDG CLAIM : HVAC CONTR : Conditioned Floor Area 1444 SR (tT.ASS /SE RATTO = 1% * Climatic Conditions & Design Conditions * Geographical Location : Florida Miami - AID North Latitude 7 Elevation Outdoor W -inter D-r- Bulb. Indoor W- inter Dry Bulb .. W- inter (Actual) -- Temp . Dif f . winter Temp.., Hiif.f f wTd} Outdoor Sir Dry Bulb Outdoor Summer Wet Bulb Outdoor Summer Huai. Ratio- Gr-fLb Indoor Summer Reialtive Hunt. Indoor Summer Design Gr /Lb. Indoor Summer Dry Bulb indoor Summer Wet Bulb Summer Daily Range Summer (Actual Y Temp . D i f f. Summer (User Sel } Temp. Diff. . (sTd). 25- Deg. f _ 9 Ft. Above Spa Level 48- Deg. F 70- Deg_ F 22- Deg... F 40- Deg F 59- Deg. F 77 Deg. F 122 50% 56 75 Deg. F 62.3 Deg. F 64 Gr /Lb 15 Deg. F- - L 14 Deg. F 20 Deg. F *. FETNE NG- SuMMAR -Y• * MUT-MAR-W DAY *- COOLING - * SUBTOTAL 56058.34 DUCT- LOSS 0 TOTAL LOSS /BTUH" 56055.34 STRUCTURE SENSIBLE . MECH VENT =- 150 Cfnt SENS . + MECH. VENT : TEMP. SWING 03 DEG. : OCCUPANT/ APPLIANCE • DUCT" GAIN TOTAL SENSIBLE- TOTAL LATENT SENSIBLE + LATENT . 2aw OVERSIZE FACTOR 11211.67 20V SENS.OVREZE FTR: ACTUAL + 201 OVERSIZE: 67270.01 SENS. + 201 OVERSIZE: * EQUIPMENT SELECTION * 17053.80 2310.00 15363.80 1.00 3000.00 0.00 22363.80 38538.01 60901.81 4472.76 26836.56 EQT MANUF CU MOD # AHU MOD # HTG INPUT. _ HTG- OUTP= HTG CFM- AFUE /HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S -}-EER Cher CF M- TYPE, NOTES: G L A S S North North South -- South * L Q A..- I2. C A_ L_ C .0 L_ A_ .T L Q N TYPE Single. Clr.. Single Clr Single__ Clr Single Clr South. _ Single Clr No. Shady Infiltration : Winter Htm ( 134.09 ) Tr%fi 1 tration ,Sumner Ktm-_(-_ a0-41 )_ Inside Shade Sc No._ Shade No Shade No Shade No Shade W A L L S N/W C.B. - Int Insul - Ext. Woad--Stud--- Adj Area Loss /Btuh 6.7.9.0.. 77.72.._.0.0. 1 24.00 2784.00 1_ 13- ....40.- .15.54.40 1 40.20 4663.20 L._ 6_.70 .777._20 _ x 151.30 20287.82 x ].51..30.. R -Value Area Loss /Btuh 3 396.00 231. a Su.BTOTALS : 627 . ffff DOORS Solid- Core / . - Ext:.. 0 Solid Core /Wood - Adj. 0 Infiltration :Winter Htm(- 134 09 } . x- Infiltration :Summer Htm( 30.47 ) x C E I L I N G S Single Assembrig FLOORS Slab- on- G-rade Raised Concrete 3168.00 83-1.60_ 355W. 6-0 2ff.1ff. 20.10 40,2°- 40.20 S tiEt OTALS : 4cL 211 572...S5 446.22 5190,42 6405-.:45- 13 864.00 3624__0:0:. 0- 5-9-. 0-0- L-in Ft . 5 230.00 Sq.Ft. SUBTOTALS-: S 1B.TE LS-: ?30 f3ff: _ScI..F . * TOTAL STRUCTURE SENSIBLE * 1 -911 60- 2875.00 478.6.61F- Gain /Btuh 18.0.9.00 648.00 5.89.60 1768.80 294.80 46.10..11 Gain /Btuh 1623.60 192.70 2016.30 255.27 84.42 1224.89 1564.58 207a.60 0-0.0:. o 0 1679.00 16.79':00 56058 34 17053 80 FORM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BU.ILDING. CONSTRUCTION Floridafenartment at Cnmmunity Affairs Project Name: Address: City, State: Owner. Climate Zone: Residential ' e Building Performance Method A village del mar, ne 105 st. miami shoals, ft viffage del mar. South Builder: Permitting Office: PermiNumber: Jurisdiction Number. 1. New construction or existing 2. Single family or multi -firmly 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area 8t type a. Clear - single pane b. Clear - double pane c. Tmt/other SHGC - single pane d. Tmt/other SHGC - double pane 8. Floor types a. Slab-On -Grade Edge Insulation b. Raised Concrete c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A I0. Ceiling types a. Single Assembly b. N/A c. N/A 11. Ducts a. Sup: Con. Ret Con. AH: Interior b. N/A New Multi-family - 1 2 No 1190 ft2 246.2 112 0.0ft1 0.0ft2 0.0 ft2 R=1.0, 74.0(p) ft - R= 5.0, 230.0112 R=3.0, 641.0 flx R =11.0, 231.0 82 R =19.0, 864.0 ft2 Sup. R=4.2, 40.0 ft 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 4. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR Heat recovery, Solar DHP Dedicated heat pump) 15. HVAC credits (CF-Cerling fan, CV -Cross ventilation, HF Whole house fan, PT-Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 29.8 kBtu/hr - SEER 12.00 Cap: 29.8 kltu/hr COP: 1.00 Cap: 50.0 gallons - EF: 0.89 PT, GlarssiFloorA Total as -built points: 18726 Total base pointsc 18891- PASS 1 hereby certify that the plans and specificsAtinr>_s covered by this - calculation. are_ in-- compliance Energy-Code. PREPARED BY: DATE: f hereby certffythat this buffering, as designed, is in compliance with the Florida Energy Code. OiNNERIAGENT: DATE: BUILDING OFFICIAL:... DAB: Pm:wen t i ins /VArcinn• Fl RC:PR VA 011 FORM-600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details AC RES&.rm shores, fl, PERMIT*. BASE WILT - GLASS--TYP-ES- • .1& X Conditioned- -X- BSPM = Points- Floor Area- Type/SC Overhang OIL- Len i-t Area-X- SPM- X SOF =- Points .18 1180.0 32.60 6961.5 Single, Cdr N 0.0 0.0 67.0 33.94 1.00 2274.0 Sing,.Clear N 0.0 0.0 402 33.94 1.00 1364.4 _Singla _C ar_ 8 4.0 7.0 13,4_ 62.19 0.64 529.6 -Sint moor.. S. 5.0. 8.0 402_ . 62.19.. 0.61 15282 :SiaglerClear - S. 0.0 0.0 .. 6.7.- 62.19.. 1.00 416.7 .8 C1ear- s 0.0 0.0 710 73.03- 1.00 5296.2 _Single; Clear. E 0.0 0.0 6:7 73:03- 1.00 489.3 . 246 2-. 11860.6 WAL P €S- Area -. X- BSPM = Points:- - Type R-Value Area--- X SPM- = Points . Adjacent 231.0 1.00 231.0 Concrete, Int lnsul, Exderfor 3.0 641.0 2.70 1730.7 Exterior 641.0 2.70 1730.7 Frame, Wood, Adjacent 11.0 231.0 1.00 231.0 . BaseTetak. 872.0. 1961.7 .. As.BugtUtak. 972.0.. 1961.7 • 000R TYPES Area. X BSPM = Points. (._Type_ Area. X SPM = Points - Adjacent 20:t 2:60' 52:3 r-E.Iderbr Wood- 20:9 9:40 188.9 tAdjacentWood t 20:f 380 76.4 Exterior 20:1' 6:40 128.6 Base Total: 402 180.9 - As-Built Total: 402 265.3 . CEILING TYPES Area X BSPM = Points __Type R- Vaitte Area X SPiifiX SCM= Points - Under Attic 864.0 2:00 242192- --8114Erle AtisemblV - 19:0 8640.. 924X -1•:00 7983.4 a&&o u19. `AsadaTotaF. 064.0- 78814.4 FLOOR Area X BSPM = Pais '- Type - f 'afae- Area X SPM = Points Slab. 74.0(p -- -20.0 - 14808- Slab -An- Grade € u4 Ic --- 0.0 74:02 _ - 20100 -1480t.0 Raised 2388- -2.16 - 496:8 -- :liaised: -- 5.0 2 -040 -92.0 Base Totak - - 19762- _ Total.. 34.0- -157 INFILTRATION- Area -- X BSPM = Points- --- . Area- X SPAS. = Peps 1190.0 18.79 1 1190 18.79 22360.1 Pnaasmunns. , rye =ram RIYla_711114 F+aaiamun..ainwcA/V4520 r.- -7YYYl Ft- W DA-* » FORM -6004 -2001 a SUMMER CALCULATIONS Residential Whole Building. Performance Method A - Details ADDRESS, ne.105 st.,miami shores,,.fl,_. PERMIT... BASS AS -BUILT Ste' BasePoints: 31906.6- - : - 42859.0 Summer As-Built Total-Summer X System- Points- -- MultipiieF _ Pointer -- :_. Tot._ -Component- X Cap-- X-.. Duct X System - X C _- Cooling Ratio- Multiplier Muttiplier Multiplier Points (Dlbtx @SMxAHll). 06.. 3196. 0.4266 11361.1.4. 42859.0 1 428594 _. 1.000 (1.000 x1.185 x 0.90) 0.284 0.950 12131.3 Loo _ 1.048 0.264 _ . 0`980 12131.3 Pnownelonehara nrte rn.„, Anne- 1 FORM -600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS&ne- tO5_st, miaml shores_T._fl_ PERMIT t '_aaw Lr1C10 •Prawn- MARIA- XVVI CCOtint - l-on on- .rs'!7 AS-BUILT - - -GLASS -#QES- _ - .15- X-- Conditioned -X- BWPM =- Points -. - -- Floor-Area- Overhang •Type/SC- - Ems- . -Len Hgt- -Area. X WPMI - -X- WOF =-Point .18 1180.0 2.36 505.5 Stngtto, Clear N 0.0 0.0 67.0 4.91 1.00 329.2 _.. $Ingle,_Clear N 0.0 0.0 402 4.91 1.00 197.5 ,.i! > = S 4.0 7.0 13.4 3.55. 1.17 55.5 �,.,; ., . S_. 50 8.0 . .402._. 3..55- 1.20_ 170.8 , . , , : _ S- . 0 . 0 . 0.0 6 . 7 . _ . 3 . 5 5 - 1.00_ 23.8 ...,- CIe E 0,0. 0.0 .__72.0 -. 3.76... 1- .00-.. 270.4 Clea - E 0:0 - 0.0 6:7.. - - 3:76 - 1:00- 252 - Total: 2+ - 1072.4 : WAS,- TVPES- Area - -X BWPM =- Points- - Type -_ R- Value • Area -X- WPM _ -. Points. Adjacent 231.0 0.50 115.5 Concrete,. lnt Insui, Exterior 3A 641.0 120 7692 Exterior 641.0 0.60 384.6 Fram®Wood.. tdJaCent 11.0 231.0 0.50 115.5 _..BaseTo%ak. 872.0. 588.1-.. As- Total• ... 872.0.... . _... 8842 1 DOOR TYPES Area X BWPM = Points. .Type Area... X. WPM = Points Adjacent 20:t t30 26:t €xteriorWood 20:t 2'.80- 56.3 : Exterior Mt t80 • 3662 Adjacent Wood 20:1" 1-:90- 38.2 Base Total: 40.2 523 As -Built Total: 402 94.5 CEILING TYPES-Area X BWPM It-Value Area X WPMX WCMC= Points : t a 0.t0-' 86:4= i ,;,% Misembly _ 18:8- 86440:.- 0:- ttx- t00.... 95:0 BaseTrib 884.0 IRL4 • ki4EME roIai- 864.0 lKA Poitrts• Typer R- Fantle ... Areas -)t WPM •• POITBS FLOORTYPES- Area )t - _- Stab - - 74.0(p) -_ -2.1 .-1- 55;4 -. _ ,,., 4- ...:. _ Edge Insulation -- -- - 0.0 7-44(0- _ -210- 155.4 230:0-- - 8.28. . _._ 64:4- '.:,�,- : :,.: _. ... 5.0 239:8_ - 0:10•. 23.0 : Base- Totat- - 219:87 As Totai:- - 30+18- -- - 444 :- NF'ILTRMION -- -Area -- X- BWPM--=-Points- _ Area-X- - WPM- =- Poi 11900 -- - -0.06 71:4_ . ._ 1-190:0- -- -0:06 -71.4 '_aaw Lr1C10 •Prawn- MARIA- XVVI CCOtint - l-on on- .rs'!7 1 FORM-600A-2001 WINTER ALCULATLO.NS Residential Whole Building Method A - Details IADDRESS: ne105.st.,.miami shores,. I,_. PERMIT #:... - BASE AS -BUILT -winter-Base Ru 863:"x - WinterrAs- Buiftioints; 1942.8. - Total- lMnter X Points- em- Multiplier Heating- Points- - Total- X- Cap - X Duct X System- X- Credit- =- Heating -rod Ratio -- Rimier Multiplier Multiplier Points - (@Ad x DSMx*Ku). 8611_.. 0.8274.. MIA _ 1942.8 1.000 (1.000 x 1.137 x 0.91) 1.000 0.950 1909.7 = 194211 . tO 1.015 t.000_ 0.950 t909.7 _ FeermA3m uwTMt nnA Farm arne_'XY11 Femanrt`.a, u odit/PhP7FC' (V tI FI P(PR u •V) FORM-600A-2001 WATER_ HEATING _& CODE COMPLIANCE STATUS Residential Whole Building Method A - Details I_ ADDRESS ne. shorns,..fl}.. PERMIT BASE COD- C AS- BUILT :- WAT€R- HEA -TING Number of X _ . Bedroorns Multtptier = Total- - - Tank Et= -Volume Number of X- Tank X Multiplier X- Cmdit = Total Bedrooms Ratio krtultprier 2 236110o- 47304- -.. 50-0. -.. 089- -Ash TotaI 2- 1.00 234a38- 1,00- 4684.8 4684.8 PASS. COD- C LAN E- STATU -S= BASE.. AS BUILT_. _ - cooling + Heating + Hot_Water. Points -. = Total._ Points -. _ ("looting + Heating .+ _Hot.Water- Points Points -.. = Total Points Points --. Points. _. _ — Points- - 13611 542. 4738 18891 _ 12.131 1910 499 18726 PASS. . FORMA - -600A -2001 Code. Compliance checklist Residential Whole Building Performance Method A - Details 1.ADDRESS:.ns_105 st.,iniami Shows, 1, PERMIT*: 1 SA-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE Exterior Wthddws & Doors 'Exterior & Adjacent Walls ' W6.rABC.1.1 Nandmum:.3 cfmrsq.ft. window area; .5cfri aci.ff. door area. CHE9$ 606.1 ABC.121 606.1 ABC.1.22 606.1-ABC.1.2.3 -. 606:9 ABC:1.2_4 Caulk gasket, vmatherstrip or seal between: wlndowsldoors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility ; between wall panels & top/bottom plates; between wags and ikon EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Pen nslopenings >Ur s unless backed by truss or pint members. FXr=FPTION:Eramefloorwwbersacontinuousintittration barrier b Irl_ataumt five iR sealed Seams Pte-- -plane of top -fir; clases.-. seffite chlynneysr barrier; p- &4 - attic* -acc s E X C E P T I O N a contintkius i n f i k r a t i o n b a r r f e F - is installed-p . a t - p e n e t t a h o l s and seam: -- -Ty d-w opt- or-TypeLCornon4o inslde-a`- c -3" frorrrsrNdorn o -Typerte-rated-aa f <-Z:O-cfrrrfronr wr d spat e; tested: - Multi= story'Houses -606 tABC1:2:5- :All barrier on perineter of floor cavity between floors. 6063:ABC:1:3 -" ven rou s, &rapers; combustion space iteaterscomp g vAth NFPP havecombts6orrak. ceeded by all residences.) STS. 3EG Ff :CHECK . - Wafer Weans- - 6121' remenCs hi TaWe6:1� Soh -er =ei elt'cu�- velfi of cy reatri- breaker (electriclor }must- be-provided-. Exfematorbutt- Wheattrap : Swimming-Pools& Spas 6t2:t Spas& heated pools e•c ovvers(exueptsolar-heated). Now-commercial-pods- - - must-have a pump time": Gas-spa& pool-heaters-must tema'mifimmntheme efficiency of Mk Shower heads slzr Water lIbw must be restricted to no more than 2.8 per minn to at SO PSIG. n Systems :Air pion l 6i0.r - _Ali-ducts, fll fngs, MecfalnicaFequfpment and plenum chambers shairbe mechank y attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned ed attics: R-6 min. insulation. - HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. _Jnsuta ion _004.1, 602.1 Ceiltno-MIn. R -19. Common walls -Fri R -11 or CBS R-3 both skies. Common waling -& floors R -11. Fnw�,f ,wtn'rM nf`A Farm fIrtA-1 t1 FnerrnRlonsna UPle•P=V N I1 FI RtsPR u/3'M ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.6 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi-family 3. Number of units, if multi -family 4. Number•ofBedrooms- 5. Is-thisirworst-cas? 6 Cened- famaf -- 7. type -_ a Clear --. b: clear - -- double pane - c: Tiatlether -SHGC -single pane 4. Tint/other SH -- deublepane 8: Flees4ype a"- Slab- As- fadeEdge insulatien- b Roaised -Censer e: N/A-- 9: Wall-types-- a: C.Onadk Int-l$sui b: > -Adjacent- e. N/A--- dz Nfir e: NIA - IB: Ceilinoypes... a: -fit.. 1k. N/A- e: NIA-- 11. Ducts a. Sup: Con. Ret Con. AH: Interior b. N/A village del mar.,_ ne 105 st., miami shores, fl, New — 12. Cooling systems Multi-family a. Central Unit 1 2 _ lt. N/A No- 1190 -11P e. N/A 246.2 -ill 1 Heating-systems- 0:04P _ a: Electric Strip - -f1a 0:8 -fi3 13 N/A R-0.0, 74:0(p-)41- _ c NIA - R 5:0; 230:0fe — 14 Het-watesysterns- rk- Elea R=38,- 644,0411 — R=1-1-.0;231,0-1P- — b. NIA c (HR-Herit-reenveryi Solar heat pump) R= -19:0; - 864,0 -f1? _ 15 MAC stets- (CF g- ark CV-Cross ventilatirok- — HP Whole-house fan, PT-Programmable Thermostat, Sup. R=4.2, 40.0 ft — MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will-be installectlor exceeded).. in this homebefore ffilarinspection. Vie; a newEPE Eisp1ay Card-will be completed based-an ihstalktiCode compliant katures. Builder-Signature:- Hate Address of New Home: City/FL Zip: Cap: 29.8 kBtuthr — SEER: 12.00 Cap:294- k4tu/hr — CAP: 1,00 Cap - 50:0 -gallon — EF: 0:89 `— PT, *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is .not- ..aBuilding Energy Rating_Zfyoux score is eater-(or g6- for -a-US EPA/DOE Enema& designation}, your home may qualif, for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact tho Energy Gauge Iiptline at 321/648-1492 or see the Rnergy Gouge welt site at www fsec_ucf edu for information and a list of certified Raters For information about Florida's Energy Efficiency Code For Building Construction, contact- theDepariment.ofCommunit Af airsat 850/487 1824. EnergyGauge® (Version: FLRCPB v3.22) * RESMANUJ (c) * WHOLE_. HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA /RES(c) DATA FILES ( BASED- OIL A_C- .-C-_A_ MANUAL.- S- - SEVENTTE ' niTTON . (.c)._ 1 986 by. SERIAL # 5363 01-21-2003 ©PROD ECT : mod - c ADDRESS CITY :village del mar. OWNER :miami shores, fl. RLDG.. CONTR : HVAC CONTR : rnncli t-i oned Floor_ Area • 119Q SE. (tT,ASS /SF RATTO = 21% * Climatic Conditions & Design Conditions * Geographical Location : Florida Miami - AP- North Latitude /_ Elevation Outdoor Winter Dry Bulb Indoor Winter Dry Bulb ` minter (Actual} Temp . Dz f f Winter Temp Di €f. .. (WM) Outdoor. Summer Dry Bulk Outdoor Summer Wet Bu±b Outdoor Summer Htmr. Ratio- Gr /mss Indoor Summer- ReLaltive- Hunt-. - Indoor Sumner- Design GrfLb. Indoor Summer Dry Bub Indoor Summer Wet Bulb -Summer Daily Range Summer (ActualF Temp.Diff- Sumpter (User Sel) Temp.Diff. (sTd) 25- Deg. /- g.. Ft. Above Sea Level 48- Deg, F 70- Deg..... F 22 Deg_ F 25- Deg. F 8-9- Deg F 77 Deg-. F 12-2 - 50 56 ... 75 Deg. F 6-2.3- Deg. F" (� 64 Gr/Lb 15 Deg. F- - L 14 Deg. F 20 Deg. F *. KEA-L 14 S g ME- MPS€ -E-: DAlk • _. COM- M - * SUBTOTAL 48643.16 DUCT LOSS TOTAL LOSS" /BTCJi- 0 48643.16 STRUCTURE SENSIBLE . MEC12.VENT 150 Cfm : SENS. + MECH.VENT : TEMR.SWING ( 3 DEG. : OCCUPANT /APPLIANCE . DUCT" GAIN TOTAL SENSIBLE TOTAL LArENl` SENSIBLE + LATENT . 20* OVERSIZE FACTOR : 5728-.63 2Es SENS.OVRSZE FTR ACTUAL + 20i OVERSIZE: 58371.79 SENS. + 201 OVERSIZE: * EQUIPMENT SELECTION * 15982.70 2310:00 18292.70 1.00 2400.00 0.00 20692.70 13168.76 33861.46 4138.54 24831.24 EQT MANUF CU MOD # AHU MOD # HTG- INPUT - HTG OTJ PIJT. HTG - CFM-. AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)HER -.- . CLG- CFM- TYPE NOTHS- * L.QA_I1 C_ALCILLATLO_N * GLASS Type. Shdg Sc_ 4vHg -_ Botm Hgt _ . _ Jr cma LossIRtuh N No Shd Fctr S.C. N.S. 1 0 0 n/a 67.00 7772.00 (a in /B.tuh 2077.00 N WO Shd- Fear S . C-. N". S . T 0- ff nta 40-.2.0" 466T. 2-0- 1246: 20 a. Art- Shad-el" S: w S~ L 4_ Z 4155 -4O All- Shaer-L=4" 1 5^ 8= T.1 47.20- 46=63". 20- 1=246:. 20 S" All Shaded.. S-. Cr. PT: S . 1 6.715 f'/7.2fF IS0:90. E ,CIF " Shaded- S. C": N. W. 1 0 0 -1 72 -.CRT 8"35-2".60 1944.00 al All_ Shaded S=: C~- ELS- -: 1__. Ui EI. -1_- 6-7C '1 L7..-20 Laa1 9e Infiltration : Winter Hutt C I6 -.79- r Infiltration : Sir Htm- F 6-.72 Y x X R -Value Area .• A L_L_S )T /W C.B. - Int Insul - Ext. 3 Wood Stud - ndj D O O R S Solid Core /Wood - Ext. Solid Core /Wood - Adj. lnfiltrat.ism :Winter Iitm(.. Infiltration :Summer Htm( C E I L I N G S Single- Assembly FLOORS S1 ab on_ (-trade Raised Concrete 246.2u 4133: 71F 24.6 - 20- 16- 54.46 Loss /Btuh Gain /Btuh 13r 641.00 231.Oa_ SUJ '1'U'IALS : 872.0- - 5128.00 831_.6a 5959-.60 2628.10 3.92`.70 3020.80 0 0 .16...79 k x- 6.72 ) x 20.10 20.10 40_20. 40.20 SUB±OTALS : 4.0.21E 572.85 446.22 674.96 1694.03- 255.27 84.42 270.14 609.83 19 864.00 3024.00 1728.00 0- 74_. -0-0- T,i n _ Rt-.. 2397-60_ 5 230.00 Sq.Ft. 2875.00 SUt3'1'OTALS : 74-. OZ- Lin . Ft. SUBTOTALS : 230.00 Sq. Ft . * TOTAL STRUCTURE SENSIBLE * 5272. 6ff- 000,. 00 1679.00 1679':00 48643.16 15982.70 FORM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING- CONSTRUCTION Florida Depaartment at Cnmmunity Affairs Residential Whole Building Performance Method A Project Name: Address: " City, State: Owner Climate Zone: village del mar, model -c ne 105 st miamf shores, ft village def mar. South Builder: Permitting Office: Permit Number Jurhsc!iction Number: 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) New Multi- family - I 2 No 1190 ft2 7. Glass area & type - a. Clear - single pane 246.2112 - b. Clear - double pane 0.0112 - c. Tmt/other SHGC - single pane 0.0 IP - d. Tmt/other SHGC - double pane 0.0 ft2 8. Floor types a. Slab-On-Grade Edge Insulation R41.0, 74.0(p) ft - b. Raised Concrete R =5.0, 230.0112 - c. N/A 9. Wall types - a. Concrete, Int Instil, Exterior R3.0, 641.0 ft2 b. Frame, Wood, Adjacent R =11.0, 231.0112 - c. N/A d. N/A e. N/A 10. Ceiling types a. Single Assembly R =19.0, 864.0 112 - b. N/A c. N/A 11. Ducts a. Sap: Con. Ret: Con AH: Interior Sup. R=42, 40.0 ft b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Hest recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV-Cross ventilation, BF-Whole house fan, PT-Programmable Thermostat MZ- C- Multiwae cooling, MZ-H-Multizone heating) Cap: 29.8 kBtu/hr - SEER 12.00 Cap: 29.8 kBtu/hr COP: 1.00 Cap: 50.0 gallons _ EF: 0.89 PT, f tassiFfoar Area 0 2i Total as- built points: 18726 Total baste points 18894 PASS 1 hereby certify that the plans by this .-calculaior area Energy - Code: PREPARED BY: a DATE: t hereby certify that this Ong, as compliance with the Florida Energy Code. BUILDING OFFICIAL DATE: Fnarnurat (Vorcinn• F1 RC:PR '')\ FORM-600A -2D01 SUMMER CALCULATIONS Residential Whole Building._ Performance Method A - Details ADDRESS:.ne 105 st.,.miami shores,.i1,_ PERMIT t: I BASE as -BULT .. GLASS€S .18- X Conditioned-- X BSPM = Points -- Reef Area- Type/SC Ort Overhang . Len Hgt Area - X- SPM- X SOF =Points it3 1180.0 32.80 6801.5 Single, Clear N 0.0 0.0 67.0 33.94 1.00 2274.0 SIng e,_Clear N 0.0 0.0 402 33.94 1.00 1364.4 _SIngle..-Clea[_ 9 4.0 7.0 13.4_ 6219. 0.64 529.6 :Sire, Cdr. 9. 5.0 8.0 40.2. 62.19.. 0.61 1528.2 yang*, Clear_ - S- OA 0.0 62. 62.19.. 1.00 416.7 tSingle`- Clear- - E 00 0.0 72.0 -. 73.03- 1.00 52582 _Single, Cam- E 0.0 0.0 6:7 73.03• 1.00 489.3 As-Be Total:- 246 2 118606 WALL TYPES- Area - X BSPM = Points -- Type R-Value Area -- X SPM = Points Adjacent 231.0 1.00 231.0 tConcrete,lnt Insul, Exterior 3.0 641.0 2.70 1730.7 E 641.0 2.70 1730.7 , Frame„ Wood, Adjacent 11.0 231.0 1.00 231.0 .. Base Total:. _. 872.0. 1801.7 . Aa_BuiltTotal:. 872.0.- 1961,7 DOOR TYPES Area. X BSPM = Points. `_Type_ Area. X SPM = Points - Adjacent 20:t 260 523 or Wood 20:t via 188.9 Ekterror 20:T 6:40' 128:6- Adjacent-Wood- 20:t 3:80 76.4 Base Total: 40.2 180.9 - _ As -Btdlt Total: 40.2 265.3 -.. CEILING TYPES Area X BSPM = Points Type R -Vakie Area X SPM-X SCM= Points Asserr 10.0- 864:1 024X1':00 7983.4 Under AM 864:0' 2.80 2419:2 ` Base-TotaJ 86.0 :...as -Bt T+ 64.0- 7903.4 = FLOOR-TYPES -Area X BSPM = Points ° Type R- Value- Am% X SPM- - Points - Slab - 74.0(0 -20.0 - 1480 :0 -- Siab.On •Grade Edge on-- 0.0 74.0(@)-- 40:00 -1480.0 Ram - 230:11 -2.16 - 496:8- ,tRatsedt Conerete -- 5.0 230:0. -0:40 -920 _ Raw Tatali-- - 1076:11 - -. -Total;_ 304.0 -1572.0 . INFILTRATION-, Area- X BSPM = Points- : Area X SPM = Points 1190.0 18.79 223613.-1- -- 18.79 22360.1 FORM -60©A -2001 SUMMER_ CALCULATIONS Residential Whole Building_ Performance Method A - Details ADDRESS: ne.1O5 st., miami shores,. PERMIT.. Fnorrnif'�m tnn7M1 IV■A Gtrm RMA_ ini Fnnrme(las trud6l/MaP=Q"XV11 GI P(`PR an AS -BUILT Summer 31906.6- ._ 42859.0 _Sumner Total-Summer X-- System- Points- Multiplier = Cooler Points- . _ Tots -- -Component- X C- X- Duct X System - X Credit =- Cooling Ratio-- Multiplier Muitiplier - Multiplier Points ( DSMxAHU) 31906.6 0.4266 13611.4= 42859.0 _ 42859.0 1.000 (1.000 x 1.165 x 0.90) 0.284 0.950 12131.3 1.00 1..048 0i84_ _ 0.950 12131.3 Fnorrnif'�m tnn7M1 IV■A Gtrm RMA_ ini Fnnrme(las trud6l/MaP=Q"XV11 GI P(`PR an FORM-600A-2001 WINTER CALCULATIONS Residential Whole Building_ Performance Method A - Details ADDRESS:ne tO5st, miand shores,_11,_ PERMIT I BASE AS-BUILT - GLASS-TYPES- - .18- X- Conditioned- X- BWPM =- Points-- Floor-Area- Overhang Type/SC- Ora- Len Hgt- Area- X ARRA- X- WOF =-Point - .18 1190.0 236 505.5 Sinje, Clear Single-Clear 1.. - ill - Single, clew Clear- • • -. As-Bunt-Total: N 0.0 0.0 N 0.0 0.0 S 40 7.0 &. 5.0 8.0 S-- 0.0- 0.0 E 0-0 0.0 E 0.0 .0.0 67.0 4.91 1.00 40.2 4.91 1.00 13.4 3.55 1.17 402_ 3.55 120_ fa 3..%- 1.00- 7a- 1,90. 6:7 3:76- 1:00- 3292 197.5 55.5 170.8 23.8 270.4 252 1072.4 - WALL-TYPES- Area-X--BWPM =- Points- -- Type R-Value Area-X-- WPM = Points Adjacent Exterior Base_Totall_ 2319 0.50 1155 641.0 0.60 384.6 872.0. Concrete, Int !neut. Exterior Frame„ffilood.AdLacelt AtkEtuilticttal:_ 30 11.0 6419 120 231.0 0.50 7692 115.5 984.7 _ DOOR 'TYPES Area X BWPM = Points Type Area. X. WPM = Points Adjacent atertor Base Total: 20.1- t.33- 20.1 MI 1-.80 362 40.2 62.3 bderior Wood Adjacent' Wood- As-Built Total: 20-S 2-80 20:t t.90 40.2 56.3 382 94.5 _ CEILING TYPESArea X BWPM- = Points Type R--Vakte Area X WPM- X WCM-= Points tinder ANC BaseThtak 8649-* 0.10-7 86:4- 884.11 863 - !,'- Assembly Asada Tot& 19.0- 8640 O.-Pt-XI:00 8649 95.0 95.0 Type- R-Vatue Afefr X - WM* =- PONS - FLOORTYPES- Army X- BWPM - Points - Slab- - Raised- - Bass-Totak 74.0(p)- 155.4 0 - - Edge Insulaton- - -,-, - : - = ,- - As-aullt-TotaL-- 0.0 5.0 74044- -2A0 230.0- 0.10-- 304.8- -455.4 23.0 -U144 2390- -928 - -644- -219-0- - INFILTRATION- Area- X- I3WPM- =- Points- Area--X- WPM- =- Points 1490:0- - -0.06 -71-.4- 14909- -096 -71.4 Pnewatinaaarsodb-rIPA ParmArtAlLeXICH PrempowsP-ail7F-WOMI DrIMAR..59 FORM-600A-2001 WINTER CALCULATFONS Residential Whole Building Performance Method A - Details ADDRESS ne_i0fl.st.,.miami shores -fl,__. PERMIT #:... BASE AS -BUILT e; 863;t - Winter As= Buitt-Points:- 1942:9 - Total- tinter X z►ystem -. Points- =- Heating -- Points- - Total- X- Gap- X- Duct X System . )E- Credit- =- Heating - Component- Ratio - Muldplier Multiplier- Multiplier Points (111Vbc-1356tx-AHU) 963.1_- 0.6274 -. 541.5 _ 19428 1.000 (1.000 x 1.137 x 0.91) 1.000 0.950 1909.7 -_ . 1942.3 1 1.035 tom_ 0.950 1909.7 . _ 1 PASS'I FORM -600A -2001 r WATER_ HEATING &. ODE_ COMPLIANCE STATUS Residential Whole Building Method A - Details ADDRES.S:.ns. tO5-.st.,.miami shores,.-f . PERMIT # BASE CODE COMPLIANCE- STATUS _ AS -BUILT - WA-TERHE -TING- Numberof X . bier -- Bectrooms = Total - Tank EP - Volume Number of X Tank X MultiptierX- Credit = Total brooms Ratio Mtittlpl`ier 2 2369:00 AS-BUILT 47384- - _ 50:8-.. 089-- As -Rui[t TotaL 2- 1.00 2342,3 1:06. _.. 4684.8 4684.8 Fn: writ -tmvtaT►tIrina G '`..msrtoglii/FhaRt=fralat F4- R<`:PR- vi411. CODE COMPLIANCE- STATUS BASE AS-BUILT - Cooling - + Heating + HotL Water. Points- = Total _ Points -. L _- Cooling + Heating ± __Hot..Water_ Points Points- = Total Points -. Points_ Points.. - - — Points- 13611 542 4738 18891 _ 12131 1910 4685 18726 Fn: writ -tmvtaT►tIrina G '`..msrtoglii/FhaRt=fralat F4- R<`:PR- vi411. FORM-600A-2001 Code Compliance .Checklist Residential Whole Building Performance Method A - Details ADDRESS:.ne..105 st.}.miami shores*S,_ PERMIT #:..._ 1 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK ` Exterior Windows & Doors 'Exterior & Adjacent Wails 606.1ABC1.1 Nfaximttmh:.3 cfrrlfsq.ft. Window area; .5cfrr sq.if. door area. 606.1 ABC.121 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wail; foundation & wail sole or sill plate; joints between ederlor wall panels at comers; ut�y penetrations; between wall panels & top/bottom plates; between wails and floor. EXCEPTION: Frame wad where a continuous inflftration barrier la Installed that extends from, and a sealed to, the foundation to the top plate. 606.1.1113C.1.22 606.1..ABC.1.2.3- 613Cr4 ASC.t:24 -*bat:ABC.t25 Pe l >iir sealed backed by truss or pint members_ FXCFPTIOAL' Fame Wf�tien La instalietl that l sealed_ 8 peen of. plane of top -ice around-shafts, chases, c barrier; � ` attic a - XCEPTION a continuous banieris -__ Installla and seams: - Type-lC:� :s or- TypelCoreat I $_ clearance-&-36 frorrr� ortypefe-rated-with-Zerzfm frarr- w ,tester - -Alrbarrier on perimeter of floor cavity between floors -Add starrifit rep'. 606tABC:1:3- v tabuttkies, delvers; combushon-space- h -cx plrw NFPA: -Extravert Os have co n1�in a . der 6A -ZZ OTHER PRESCRIPTIVE MEASURES (must be met or exceeded b y all residences.) -COMPONENTS- _SECTION . _ CHECK Treareis- • - 61z1 - Certify WM of y requirements fi TabTe6=tZ SwitchrOr=ef t harked-cffree3ui€- br�er (e ric or -&has) must-be I or buift nh1e -trap-receired: Swimrning-Pools& Spas 6t2:t Spas& heated-pools mr have c avers( solarheated). Norcwmmerc iatpools musthanea ramp t t�spa &poott mustt a-minknumtheme . efficiency of 78°%. -Shc wer tuts 6 C21 _ flow must be rem to no more than 2:S per minute at 80 PSIG -Air Disfrlbu ton Systems ' 6fQ 1 _�cructs, things, Mechanical-equipment and Plenum chambers shairbe mechaniba fy attached, sealed, Insulated, and installed in with the criteria of Section 610. Ducts in unconditioned Mks: R-6 min. Insulation. ,/ HVAC Controls . 607.1 Separate readily accessible manual or automatic thermostat for each system. JInsul�on _604.1, 602.1 . Ceilings -Min. R -19. Common walla -Frame R -11 or CBS R-3 both sides. Common ceiling.& floors R -11. Gncnnrr_e,u�'�+ nf`a Chan antra -f1r11 GnCmmR',aiv1Of81PI Pf=:`..)(1f11 M Oft= VA 'Y) ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.6 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi- family 4. Number-of. - 5: Is-thisa-worst-ease? - Conditioned-low area-M- T- Elassnrea-&-type- Clem—singie- b Clear--- doubtepane- e: a Tint/other-KWIC -ogle pane d: Tint/ether SHGC - double pane 8: Hoer -types a Slab -An-t radeEdge l en- b: Raised- Ceneret® e: N/A-- 9: types- - a. Conerettk Int -1 u - EienFior- b: Frame;: - Adjacent - e. NIA-- - & NIA- e. NIA - 10, - -.. a: Single Assembly ... b NIA- e. N/A 11. Ducts a. Sup: Con. Ret Con. AH: Interior b. N/A village del mar.,. ne 105 st., miami shores, fl, New Mu1ti fmmily — 1 2 No- 1190-11; 2466:2 - 0 0:8$' R-0.0, 74.O(p) -# R 0; 230:0fF — R= 30;-- 64-1:0 — R 1.1:0,131.0 — 12. Cooling systems a. Central Unit b. N/A e: N/A 13• lgsystems- e EteetrieSirip- b. WA- G. N/A -.._. 14: He>; wateFsy- a EleetrieResistanee b. N/ _ c. on- credits (HR-Heat-reeeveryi Solar. BHP - Bedded -heat pump) R =19 0� 864.0 41 -_ 1.5: HWAG credits-. (CF-Ceiling-fan CV -Cross ventilatiw HF-Whole- house fan, PT Programmable Thermostat, Sup. R=42, 40.0 ft — MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Constructiion through the above energy saving features Wick- willte i for exceeded) in this home before finarinspection. Othetwi e a new EPL Ermlity Card wilt be completed - lr an installed Code compliant-features. Builde Signature: Date: Address of New Home: City/FL Zip: Cap: 29.8 kBtu/hr SEER: 12.00 — p:•29.8- k$tuthr — GO L00 Cap- 50:0-gallons — EF: 0:89 PT, *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. Thisis- not-aBuilding -E ergy Rating Ifyaur.score -is-8Q o greater (oz S6 for ailS'EPA/DOE EnergryStai designation), your home may qualify for energy efficiency mortgage (EEA/V incentives if you obtain a Florida Energy Gauge Rating. Cont rot the FnPegy Capgg Hptline at 321/638 -1492 or see the InPygy Game web site at wwwfrec.ucf edu for information and a list of certified Raters For information about Florida's Energy Efficiency Code For Building Construction, contact . the.Depa imentof 482 -1824. EnergyGauge® (Version: FLRCPB v3.22) * RESMANUJ(C) * wilau& HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES(C) DATA FILES mum ONLA—C_C-A—MAIRIAL_AL- SEVEN7B-Rn-CTTON (c). 1986 by_A_C-C-A.) SERIAL # 5363 01-21-2003 @PROJECT modeI-c ADDRESS : CITY :village del mar. OWNER :miami shores,f1. RLDG CONTR : HVAC CONTR : ronditioned Floor. Area • 1150 SE PLASS/SF RATTO = 2151; * Climatic Conditions & Design Conditions * Geographical Location : Florida Miami - AP North Latitud 7 Elevation Outdoor Winter Dry. Bulb - Indoor Winter • Dry Bulb Winter (Actual)- Temp.Diff. Winter Temp-. Diff. (NeTd)- Outdoor Summer Dry- Bulb • Outdoor Summer Wet Bulb Outdoor Summaramr. Ratio-GriEb Induom Summer-Relaltive-Hum. - Indoor Summer Design Gr/Lb. Indoor Summer Dry Bulb Indoor SUmmer Wet Bulb Summer Daily Range ,Summer (Actual Temp.Diff. Summer (User Sel) Temp.Diff. (eTd) 2T5 Deg. 7 9 Ft. Above S-ea Level 48- Deg_ F 70- Deg_ F 22 Deg- F 25-De F 85- Deg-. F 77 Deg. F 122- 50 sk 56 75 Deg. F 62.3 Dreg. F g 64 Gr7Lb 15 Deg. Fr - L 14 Deg. F 20 Deg. F * HEATING- SUMMARY * iv COOLING- SUMMIZT* SUBTOTAL DUCT LOSS TOTAL LOSSAsTuti : 48643.16 • a : 46643.16 STRUCTURE SENSIBLE : MECH-.VENT- 150 Cfm SENS. + MECH. VENT : TEMP. SWING 0 3 DEG. : OCCUPANT/APPLIANCE : MKT-GAIN TOTAL SNNSIBLZ TOTAL LAMM! SENSIBLE + LATENT : 2G* OVERSIZE FACTOR : 5728.63 2G* SENS.OVRSZE FTR: ACTUAL + 2&%Z OVERSIZE: 58371.79 SENS. + 201 OVERSIZE: * EQUIPMENT SELECTION * 15982.70 2310.00 18252.70 1.00 2400.00 0.00 20692.70 13168.76 33861.46 4138.54 24831.24 EQT MANUF CU MOD # AHU MOD # ErrG_ INPUT HTG- ourPtre HTG CFM- AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE CLG- CFM- TYPE - NO-TES-:- * liQA.,D C_A_L_C_ILLA_T_LON * GLASS Type. Sc L Ovrig Rotm Rgt Area Lass/Rtuh Gain/Btuh N No Shd Fctr S.C. N.S. 1 0 0 n/a 67.00 7772.00 2077.00 N N Shd- Fttr S-.C-. WS. 1 0- nta 4�.2OE" 4-66T. 2-0- 1246-.20 a. NTT Siiaded- Sr C L 4 7T 6 1 13-4a. 1-554-4T 4E5-.40 s ii Shaereet 1 FF T.1 4CF. 464*-3.21T 20 S- All- Shaded Sr.C-. NS. 1 6-.7a 777.20- 181E90 E. All shaded- 1 a- Cf. -1 72.�� 8352-. 1944.00 a. ALI_ Sael-PCT sc 1_ o 11 -1_ 6-711 larar, infiltration : Winter Htm 16-.79- ) Infiltrati-on : Summer Htm- 6.72 y R-Value Area • A_L__ S_ N/W C.B. - Int Insul - Ext. 3 Wood Stud - Adj D OORS Solid CortfWcyod - Ext. Solid Core/Wood - Adj . Infiltratism :Winter, Htm( .Infiltration :Summer Htm( -CEILINGS Single Assembly- FLOORS Si ab Grade Raised Concrete 2-4-6-.-2-CF- 413T. 7W' 246-.20- 16-54.46 Loss/Btuh Gain/Btuh it 641.00 231_00 SUBT(YTALS: 8-77.U0' 5128.00 ali_sa 5959-.60 2628.10 392..70 3020-.80 a 0 )_ x 6.72 ) x 2a.la 20.10 4a_aa 40.20 SUBiOTALS: 40..20 572.85 446.22 674.96 1694.U' 255.27 84.42 270.14 609.83 19 864.00 3024.00 1728.00 a 74_0_0_ Lin__Ft_. 2397.6�. 5 230.00 Sq.Ft. 2875.00 SuerUTALS--: 74-. o-c Lin . Ft. 5272. 6T SUBTOTALS: 230.00 Sq. Pt . * TOTAL STRUCTURE SENSIBLE * 0.M.00 1679.00 1679.00 48643.16 15582.70 FORM 600A -2001 FLORIDA. ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FloridaDepartmentof Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner Climate Zone: village del mar, model -a nw 105 et. miami shores, fl village deF mar South Builder. Permitting Office: Permit Number: Jurisdiction Number 1. New construction or existing 2. Single family or multi -may 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (P.2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. T nt/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Concrete c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiingtypes a. Single Assembly b. N/A c. N/A 11. Ducts a. Sup: Con. Ret Con. AH: Interior b. N/A New Multi- family _ 1 2 No 1404 112 151.3 f2 0.011.2 0.0 112 0.0 112 RD.0, 59.0(p) fl R =5.0, 230.0112 R =3.0, 380.0 112 R=11.0.231.0 112 R=19.0, 824.0 ft2 _ Sup. R=4.2, 40.0 ft _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating_systems a. Electric Strip. b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR Head recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceflingfam, CV -Cross ventilation, HF Whole house fan, PT- Programmable Thermostat, MZ-C- Multizone cooling. MZ-H-Multizone heating) Cap: 36.0 kBtu/hr - SEER 12.00 Cap: 36.0 kBtu/hr _ COP: 1.00 Cap: 50.0 gallons _ EF: 0.89 Class /FloorArea E? gg Total as -built points: 17858. Total-base points: 20888-. PASS l hereby cArtify that_the plans and spPrtifiratinns covered_ by this_ calculation- r- ' • i •. . ? _the-Florida. PREPARED BY: Energy Code: _ !4 AI ID • DARE: L! "t 7 F hereby certify that this building, as designed; is in . cornplianuu with the Florida Energy Code: OWNER/AGENT: DATE:- Review otthe. plans_ and specifications covered by this calculations indicates.compliance - with -the Florida- Energy Code. Before construction is completed- this building-wig be inspected -for compliance with - Section 553.988- Flaeidal-Stattaes. BUILDING- OFFICIAL:-.- DATE: Fnorrne- lalmofk's /Varcinn• Fl PI .rm NA 7/1 FORM600A- O01 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: nw .105. at.,. miami shores, fl, PERMIT #.. =r..n,rat trualit nre F, rm anne_)rvri =ncrnufumtncfl rwo=4"NY 1 =I prig v4')') BASE %S -BUILT - GLASS-TYPES- :- X- Conditioned - X- BSPM. = Points- Floor Area - Overhang Type/SC- Oat- Len- I Area- X- SPM-- X- SOP =Points .18 1404.0 32.50 8213.4 SIngje Clear N 0.0 0.0 67.0 33.94 1.00 2274.0 Single,. Clear N 0.0 0.0 24.0 33.94 1.00 814.6 Single,.Clear.- S 4.0 7.0 134. 6219 0.64 529.6 nin&, clear S. 5.0. 8.0 . 402_ . 62.19. 0.61. 15282 - SI Clear. S. 0.0_. 0.0... 6.7_ 62.19.- 1..00_ . 416.7 -T l:- 15 -1.3 -- 5563.2 -- WALLTYPE_S -- Area - -X- BSPM = Points- - T -. RAValue -- - Area- X SPM. = Points Adjacent 231.0 1.00 231.0 Concrete, Int Insul, Exterior 3.0 380.0 2.70 1026.0 _ Exterior 380.0 2.70 1026.0 ,Frame, Wood, Adjacent 11.0 231.0 1.00 231.0 Base Total: 611.0 1257.0 As -Built Total: 611.0 1257.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.1- 2.60 52.3 Exterior Wood- 20.1 040 188:9 €:derior 20.t 6.40 1-28.6 Adjacent-VI/cod 20.1 3.80 76:4 Base Total 402 180.5 total 402 2653 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPIV- X SCM = Points - Under/ea- 824:0-. 2:80- 23072 - , ,.,,_ -, - a ,. 19.0- 82*-0- 924X-tilt 7613.8 v Base row 824:0` 23072- Amt: 824 -- - FLOOR-TYPES- Area X_ BSPM I- =- Points- Type- R Arear- X SPM = Points 59 0N) 20.0.. - U80.0-.- -... .:.,_ ...._ .. :,,,,. 0.0. -. 5 n) - tIsq.o 230.0. -040. .. -- mad-. 230.0 -_.. - 2.16 - - 496.8 -. - -. _,. Cow 5.0 -92.0 - Base-Total -6769- As- BuiltToI - 28&0-- -1272.0 - INFILTRATION -- Area- X- BSPM = Points- Are X SPM- = _ Points 1404.0- 18:79 - 26381 -2 14040- 18.79 263812 =r..n,rat trualit nre F, rm anne_)rvri =ncrnufumtncfl rwo=4"NY 1 =I prig v4')') FORM - 6= 2OQ1 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: mm.105 st , miami shores,fl, PERMIT - BASE - AS -BUILT . Pte: 36662, -Sammerr s-- ButitPoints: 39808.4 - Total -Summer X _ System- - Points- Multiplier = Coeur Points- - Total-- X Gap- X Duct X System- X- Dom-- _- Cooling _component- Ratio -- Multiplier- MultipHer Multiplier Points - (DMx -eSMx AH )- - 36662.9 14266 18644 39808.4 1.000 (1.000 x 1.165 x 0.90). 0.284 1.000 11860.9 __ 39808.4 _ too 1.048 (1284 . t oo 1.1860.9 FOR -600A -2.001 WINTER. CALCULATIONS Residential Whole Building Performance Method A - Details RADDRESS:1w its st, miamishores,.fl, PFRMIT.; BASE ASS -BUILD - GLASS - TYPES- - .1-8- X -- Conditioned- X BWPM _ Points- F'Ieer-Area -- _ Type/SG- O Overhang. Len Hgt Area X- WPM -X WAS' - Point: .18 1404.0 2.36 696.4 - Sire, Clear Single, Clear Single,.Ctear. i•:• - -= nj114„ Clear As-Bunt Total; N 0.0 0.0 67.0 4.91 1.00 N 0.0 0.0 24.0 4.91 1.00 S 4.0 7.0 13.4 3.55 1.17 S. 5.0. 8.0 40.2 355.. t2Q. S._ . 0.0. 0.0 6.7 3 55 -- 1.011 329.2 117.9 55.5 170.8 23.8 697.2 181,3 - - WALL - TYPES- Area- X- BWPM -= Point Type- R -Value Area -X: WPM- = Points Adjacent 231.0 0.50 115.5 _ Exterior 380.0 0.60 228.0 ,.. Base Total: 611.0 343.6 Concrete, Int Insul, Elderior Frame, Wood, Adlacent As -Built Total: 3.0 380.0 1.20 11.0 231.0 0.50 611.0 456.0 115.5 671.6 _ DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.1 1.30 26.1 -- Exterior 20:t 1.8a 362- C Base Total: 402 62:3 ExderiorWood 1tWoact As- BulltTotal: 20.1 2.80 MA' t90- 40.Z 56.3 38.2 94.5 - CEILING TYPESArea X BWPM. = Points Type R Value Area X WPM X WEM = Points : Under " 8210-. CIO. 824- - Base Tot& 82+1.4 82:8- ;, .,, > -�, _ ,.r.. _ As-Bultrrotar 19.0 8240- OttX tOO 8243- 90.6 KO - FLOOR-TYPES Area-. X BWPM- = Points Type- RVa - ,tea- X- WPM = Points Slab-- `90(P) -2.1 - -1'k9 ,. s,.,. ,:..- ..,_ ., .- ' = _. -As-Bu Total: ;r:.,. 0.0 'x90(1') 2_10 -121.9 23.0 400A -. 028 -6454- Base -Total - 188-.3- - 5.0 230.0 -- 040 - 2890- - INFILTRATION- Area- X- BWPM = - Points- Area- X- WPM- = Points 1404:0 - . -0.06 -84 2- - 1404:8•- - 0:06 - -842 =mar/m(2st magi, ripe F^rr, i.NIA2N11H Fnormit`a..ne/dlJFlsRPC.11V11 GI P(' PR u Y) 1 FORM-600A-2001 • WINTER CALCULATIONS Residential Whole Building Performance Method A - Details 1 AD.DRESS:_n.w VIE st.,..miami shores, fl,. PERMIT BASE - AS-BUILT Afirinter-BasePohtts:- "Mt _ Winter As-Built Points: 12087 - Total-Winter X System- = - Points- Multiplier Heating- Points- - Total- X- Cap- X • Duct X System- )(-- Credit =- •Heating -Component Ratio- Multiplier Multiplier Multiplier Points 63tabrEISMx MU} 812.1 0-6274 509.5 1268.7 1.000 (1.000x 1.137 x 0.91) 1.000 1.000 13127 1 1268.7 1.00 1.035 1.000. 1.000 1112.7 Prwarivinsausant Ftft-A, rAfro-FIVULFX1114- Pnorminsulfseatir-lciar-CYNIA4-r-1-11PPRAA•V) FORM- 600A-2,001 WATER HEATING & CODE COMPLIANCE STATUS _ Residential Whole Building Performance Method A - Details l ADDRESS• met 'LQii_st,.miami shores, 11,, PERMIT BASE - AS -BUILT - WATER HEATING- - Number-of X - Bedwoorns fir- = Tote - Tank EP - o ane Humberof X Tank X Multiplier )f Credit = Total Be&ooms Ratio Mttiii`rplier a r -- 473410- 58:0- O89- _ As -Burt Tote: 2- 1.00- 2342 1.80- 46848 4684:8 Fr�reorf`..atute7,A r r`A Fnrm AMA- M.1 Fn r Iu( ,un0611r PFR'7M1 FI P(' PR'.t CODE- COMPLIANCE STATUS AS-BUILT • Cooling + Heating + HoiWater Points- = Total. _ Points.- - , Cooling . . Points- _ + Heating ... + HotWater_ Points Points -. = Total Points Points- Points.. 115640 5110 _ 11861 T313 468 T7858 Fr�reorf`..atute7,A r r`A Fnrm AMA- M.1 Fn r Iu( ,un0611r PFR'7M1 FI P(' PR'.t FORM 600A-2001 Code. Compliance Checklist Residential Whole Building.. Performance Method A - Details ADDRESS: stet- 1.052t,.miami shores,-fl,.. PER6 T # 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHE Exar Windaas & Doors 606:tABC.t.1 til�tcimum:.3 cfnt/aq.ff. window area; .Scfntfsq.1 door area. - Exterior & Adjacent Walls 606.1 ABC.1.2.1 _ 606.tABC.1.22 Caulk, gasket, w atherstrfp or seal between: windows/doors & frames, surrounding wall; - foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & t3p/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous intittration barrier is installed that extends from,. and is sealed to,,the foundation to the tot. pie. P openings >1iti sealedunlass backed by truss or joint memttecs. EXCEPTION:.F_rame.f oo s..whp:a continuous infiltration baaleciinstalted.tkat.is.sealed. to.ihe.pedua . 606.4ABC.1.22- B wars&- gs; plane of top - floor around-shafts chases, air barrier gaps-in-gyp- board4 -op plate-; - -atfle access. EXCEPTION: Fr me- ceilingewherea instabadriletkisealedatthe-perlinetek ate and seams: - 4.ABC.1-.2* -Type-IC raterheittno-penetrationk seats otType LC or rmrntC rte instaffecEinakiers. sealed-borwitIrtff c -&3afrominsubitiom or Twee ed-wkh- - 2.0 -cfm-f om- t tested. Multi-story 606 -. -ABC: kZ5 'Air barrier on perimeter of -boor cavity between fors. Actdifonatinfiltration req - 606:i ABC:t:3 EXhaustfan&ventedttioutdaors darnpers; combustion space heaters complyw i'NFPP havetainbustion air. 6A-22 OTHER PRESC COMMENTS • SECTION CHECK Water r = 6r2.i: '- oMply-w eft% tort ey -r lit ratire z Switch- or el y eir breaker (electric)-or cutoff must-be-provided: External -or built-Intent trap required :Swhmrtirtg Pool& Spas - 6tZt ' Spas& heated- poolsmust hayercovers (exc opt soda' heated): Norr -camm pools - ' must haveapurnptlmer ."Gasspa &pooFheatersmd turveamInimurrrtherma- ' efficiency of -778%. Shower h ' 6t2t - Water flow must-be restricted -to no more than ZS gallons per minute at f PSIG: U "Air Distribution Systems - 670:7 . AT ducts, fangs, mechanicaiequipmenfandpfenum chambers shalibe mechanrr attached, sealed, insulated, and installed in accordance wilt the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insun. 'HVAC Controls 607.1 Separate readily able manual or automatic thermostat for each system. Insulation 604.1, 602.1 _ Ceilir -Win. R -19. Common wails -Frame R -11 or CBS R-3 both skies. Common ceiling_& floors R -11. FtwartnitiorseaTbr rma r=te arvta_.rtrx Phonnur;aswnoHrVC721?FC.X1(14 C:t Larvaae V ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.2 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi- family 4. Number of Bedrooms 5_ Is thisa-womt car? - 6. Cenditieaed•fleer-a ) 7. Glass a -type - & Clear- - single pane b Clear--deuble pane e: Tnt/ether S GC -single-pane- d: Tint/ether •-- deubie pane - $ Eleer-types -. a. Slab- On -Grade l lnsulatien -- b Raised- Censrete o. N/A- 9: Wall- types - a: - Cenerete Int-Insuk bane' Tram& Weed;•Adjacent-- WA- EL Nftr - e. N/A- 10: Ceiling-types- & Single- Assembly b: N/A- e. NIA 11. Ducts a. Sup: Con. Ret Con. AH: Interior b. N/A village del mar, nw 105 st., miami shores, fl, New Multi-family — 1 — 2 Ncr- 1404flP 12. Cooling systems a. Central Unit b. N/A e-. N/A- 1.513 .. 1-3: Heating systems- - 0 _ & Eleetfie Std- 36:0- kBtu/hr 0:04P COP: 1.00 0:04P b N1A- Cap: 36.0 kBtu/hr — SEER 12.00 — R-0.0, 59:8(p)41- _ e. NIA- R=5.0T 2308 P 14: Het -water systems - a: Electric Resistance Cap:- 50:0-gallons — Ra38;- 380:0 -P?- _ EF: d89 — R =11:01 Z3- 1-:0 -W — 13: -N/A- — (-1-1R-Heat recovery. Se _ D1W- Pedisate4heapump) R b9 & 824:04P 15: HVAC credits (C g-fan CV-Cress ventilation,- HE-Whole house fan, PT- Programmable Thermostat, Sup. R=42,40.0 ft _ MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction througkthe above energy saving fetes which will-be insfalled-ror eat) in thi home-before final- inspection. Otherwise, a new EFL DrispIay Card-will-be-completed based on installed Code campltant Builder Si :. Date: Address of New Home: City/FL Zip: *NOTE. The home's estimated energy performance score is only available through the FI A/RES computer program. Tbis is-notaBuiklingEner-g}rRating. Ifyour score. L or greater (or 86fora ilS-EPA/DOE EnergySter designation), your home may qualify for energy efficiency mortgage (EElYp incentives ifyou obtain a Florida Energy Gauge Rating. Contactthe-Energy Gaugellotline at 3211638=1492 or seethe Energy Gauge web site at www. rec ncf edu for information and a list of certified Raters For information about Florida's Energy Efficiency Code For Building Construction, contact tlae-Z2epartmentof CommunityA, airs. at850 /487- -1824. EnergyGauge® (Version: FLRCPB v3.22) * RESMANUJ(c) * WHOLE. HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA /RES(c) DATA FILES (BASED ON MANUAL J - SEVENTEL RnTTION (_c). 1aa6_ ht SERIAL # 5363 01 -21 -2003 @PROJECT- :model -A ADDRESS CITY : miam% s'rrores , f 1 . OWNER :village del mar. BLDG CONTR : HVAC CONTR Conditioned Floor Area • 140.4 * Climatic Conditions SF_ (!LASS/ • RATIO = 11$ & Design Conditions * Geographical Location : Florida F Miami - AP- Worth Latitude f Elevation Outdoor W -inter Dry Bulb Indoor Winter Dry Bulb - Winter (Actual) Temp. D-if f . Winter Temp -. D-iff. . (wFd)- Outdoor Summer Dry Bu-ib- Outdoor Summer Wet Bulb Outdoor- Summer Hum-. Ratio Gr/Lb Indoor- SutnLLter Relaitive Hum: Indoor Summer IIesign Gr /Lb. Indoor Summer Dry Bulb Indoor Summer Wet Bulb Summer Daily Range Sumter (Actual) Temp.Diff. Summer (User Sel) Temp.Diff. (sTd) 25-Deg. / 9 Ft. Above Sea Level 48- Deg. F 70- Deg F 22 Deg_. F 40- Deg -._ F 89- Deg. F 77 Deg. F 122 - 50% 56 75 Dreg. F 62.3 Deg. F-Gtv 64 Gr /Lb 15 Deg. F" - L 14 Deg. F 2o- Deg. F * HE1V1`11SY* SUBTOTAL 55077.95 DUCT LOSS 0 TOTAL LOSS /BTUH 55077.95 -A. * CODLING S . * STRUCTURE SENSIBLE . MECH. v va - 150 Cfm SENS. + MECH.VENT : TEMP. SWING (I 3 DEG. : OCCUPANT /APPLIANCE DUCT GAIN TOTAL SENSIBLE TOTAL LATENT SENSIBLE + LATENT . 201 OVERSIZED FACTOR 11015.59 201 SENS .OVRS'LE .b'TR ACTUAL + 20% OVERSIZE: 66093.54 SENS. + 20% OVERSIZE: EQT MANUF FITS- INPUT HTG. OUTPUT. HTG_ CFA_ AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S - }-EER CLG- CFM TYPE - NOTBS-: * EQUIPMENT SELECTION * • CU MOD # AHU MOD # 17336.55 2310.00 19646.55 1.00 2400.00 0.00 22046.55 37048.71 59095.26 4409.31 26455.86 G L A S S North North South_ South * L Q A D. C A_ L- C. U.. L- A_ T_ L. Q_ N * TYPE Single Clr Single Clr Single Clr_ Single Clr South__ Single_ Clr NQ Shade Infiltration : Winter Htm ( 130.37 ) Infiltration. - Summer Htm 1.29_63. 1- Inside Shade Sc No Shade_ No Shade No- Shade No Shade F-' F-' t-' }-' I-' R -Value Area WALLS N/W C.B. - Int Insul - Ext. 3 Wood Stud - Adj-.-- DOORS Solid Core /Wood - Ext. Solid Core /Wood - Adj. Infiltration :Winter Htm-( Infiltration :Summer Htm( - C E I L I N G S Single- Assembly- FLOORS - Slab on Grade Raised Concrete Area Loss /Btuh 67.0Q.. 7772.Q0. 24.00 2784.00 11_40 1554__40- 40.20 4663.20 6..7.0 .777_20.. 151.30 19724.98 151.20. 380.00 231. -QO- SUJ TOTALS: 611.00 0- 0 130.3 -7 .) x- 29.63 ) x 20.10 40,20-- 40.20 S UJ3'i` n.A IS-: 40.20 Zg- &24__aO 0- 59.00 Li .Ft 5 230.00 Sq.Ft. Gain /Btuh 2077.00 744.00 6-43..20 1929.60 321.60 4483.02 Loss /Btuh Gain /Btuh 3040.00 1558.00 831._611 192.70 3871.66 1950.70 5-72. -85. 255.27 446.22 84.42 5240..87 1191.13 6259".9=4 1530 :82 7884. -0.9-_ 137.7..60 1911.64 000.00 2875.00 1679.00 SUBTOTALS-: 59.6ff Lin. Ft . 476.60 SUBTOTALS - 23-et _e sq..Ft . * TOTAL STRUCTURE SENSIBLE * 1679':-00 550-7T. 95 1733-6. 55 FORM -600A -2,101 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING- CONSTRUCTION Floridanppartment of OommunityAffairs Residential Whole Building. Performance Method A Project Name: village del mar, model -b Builder. Address: ne telt st Permitting Office: City, State: miami shores, ft Irermlff Number: Owner: village del- mar. Jurisdiction Number • Climate Zone: South 1. New construction or existing New - 12. Coolingsystems 2. Single family or multi-Dimity Multi-family _ a. Central Unit Cap: 36.0 kBtu/hr - 3. Number ofunits, if multi- family 1 - SEER 12.00 _ 4. Number of Bedrooms 3 _ b. N/A - 5. Is this a worst case? No _ 6. Conditioned floor area (ft2) 1444 ft2 c. N/A - - 7. Glass area & type - a. Clear - single pane 1513 ft2 - _ I3. Heating systems b. Clear - double pane 0.0 ft' - a. Electric Strip Cap: 36.0 kBtu/hr - c. Tint/other SHGC - single pane 0.0 fl2 - COP: 1.00 _ d. Tint/other SHGC - double pane 0.0 fl2 b. N/A 8. Floor types _ _ _ a. Slab -On -Grade Edge Insulation R41.0, 59.0(p) ft - c. N/A _ b. Raised Concrete c. N/A R =5.0, 230.Of12 - 14. Hot water systems _ 9. Wall types - - a. Electric Resistance 50.0 gallons Cap: � - a. Concrete, Int Insul, Exterior R =3.0, 396.0 fl2 - EF: 0.89 _ b. Frame, Wood, Adjacent c. N/A R= 11.0, 231.0 fl2 _ b. N/A _ d. WA _ - c. Conservation credits e. N/A (HR Heat recover}, Solar _ 10. Celingtypes - DHP-Dedicated heat pump) a. Single Assembly R =19.0, 864.0 fl2 _ . 15. HVAC credits b. N/A c. N/A 11. Ducts a. Sup: Con. Ret Con. AH: Interior b. N/A - _ Sup. R=4.2, 40.0 fl - (CF-Ceiling fan, CV-Cross ventilation, HF Whole house fan, PT programmable Thermostat, MZ- C- Muttizone cooling, MZ -H Multizone heating) _ Glass/Floor Area: 0.10 Total a& built- points" 2057Q. Total -base- points: 23761- PASS I hereby certify thaithe plans...and by this calculation are in Energy Code. PREPARED BY: DATE: F hereby certify that this building, as designed, is in compliance with- the Freida Energy Code: OWNERIAGENTr DATE: Fnarnunat,nata /Va rein• Fl P(:PR %/4 991 FORM 600A,2901 SUMMER CALCULATIONS Residential Whole Building_ Performance Method A - Details ADDRESS_ ne_105_st,,..miami-shores,fl,.. PERMIT. . Feerrnif2 i& f rtra three RS ta_ln1T ' Fnor wi awec mrtf -F1 wr-AR'u 1?• BASE AS- BUILT' - GLASS-TYPES- - .18 )E Conditioned- -X BSPM- = Points- FIeeFArea Overhang - Type{SE Ornt -- Len Hgt Ate -X- SPM- X SOP =- Points .18 1444.0 32.80 8447.4 - Singie, Clear N 0.0 0.0 67.0 33.94 1.00 2274.0 Singe Clear N 0.0 0.0 24.0 33.94 1.00 814.6 _Single..Glear. 8. 40 7.0 13.4. 6219 0.64 529.6 _Sin0ip, r:ipar S_- 5.0 8.0 402 62.19. _ 0.61 15282 :Single, Clear- S .. O.0. 0.0 6..7- - 6219- - - 1.00. 416.7 - As-Bunt-Total:- 151.3- 55632 - WALL- 'APES- Area-- X- -BSPM- = Points- - - R Value Area- X- SPM.. _= Points r Adjacent 231.0 1.00 231.0 Concrete, Int Instal, Exterior 3.0 396.0 270 10692 Exterior 396.0 270 10692 Frame, Wood, Adjacent 11.0 231.0 1.00 231.0 Base Total: 627.0 1300.2 :. As -Built Total: 627.0 1300.2 DOUR TYPES Area X BSPM = Points ' Tye Area X SPM = Points 201- 25Q 523- =ExteriorWood- 20:1- 9.40 188.9 • 201 6.40 128:6 20:1 3:80- 76.4 ^Adjacent Wood- - Base Total 40.22 180.9" - As- BuiOTital: 40-.2 265.3 - CEILING TYPES Area X BSPM- = Points = Type ft-Value Area X SPNUX SCM-= Points __. Under/dile- 8848- 2.80 - .. 19.0 8.9-..924 4;00 7983.4 - T 864.0 ' 24192' -_ Aw-Ballt-Tc4al: MO .. 7983.4 = FLOOR-TYPES- Area- -X. BSPM = «Points - - T R- Value- Area- X- SPMk =- Points _ Slab. 54:40(p) . -20.0 -- t180.0_ S a 0a- Fr Irgulath+n 0.0 5Q 0(i') - -20.00_ - 1180.0 230.0 -- -Raised-Concrete- - Raised -- - -2.16 - 496.8 - -. 5.0 230.0.- . -0.40-- -92.0 - Base-T - - As- BuIItTotak - .0-- - 4272A - INFILTRATION- Area-X- BSPM = Points- - Area. X. SPM- = Point s 14440- 18.79 27132.8• - 14440- 18.79 27132.8 Feerrnif2 i& f rtra three RS ta_ln1T ' Fnor wi awec mrtf -F1 wr-AR'u 1?• FARM 6OOA-20O1 SUMME_CALCULATIONS Residential Whole Building Performance Method A - Details ADDRES & .ne_ st.,.miami shores, fl.- PERMIT. it .. BASE -• AS -BUILT -Sumner-Base-Points: 37883:7 _ rA -BuiI Paints: 4887728 Total-Summer X- System- - Points- Multiplier = Point - Total- X Cap- X- Duct X System- X. E -Component Ratio- Multiplier Multiplier- Mutt ( DSM -te). . Cooling Points 37803.1 0.4266.. 16122.0 _ 40972.8 1.000 X1.000 x 1.165 x 0.901 0.284 1.000 _- 40672.8 1.00 1.048 _0.284_ 1.000 12207.8 12207.8 e armor: au Irma TNI PV `A Pram RfY1A_flfll Pncmut_aiumt vrt.m GS'7M1 FI P!`PR Ji 7) 1 FARM 600A_2001 WINTER. CALCULATIONS Residential Whole Building_ Performance Method A - Details Aflr)RFS:_n.1.05 st.,.miarpi shores, f4 PERMLT t . FewrnasiNi, moat' nf!a -Fttr ee ffirtIt':'7f1f11" Fn rnua3t tnuxliVFtoAFC'Jf fl FtAPPR t•t 7Y BASE ICES -BST - GLASS-TYPES- - - .1-8- X. Conditioned--X BWPM- =- Points- - €too Area -- - _- Overhang.- - Type/SC- OfTlt- Len- Imo- Area - X WPM- X WOF =Point _ .18 1444.0 2.36 613.4 Sing,. C(ear N 0.0 0.0 67.0 4.91 1.00 329.2 Single,Glear N 0.0 0.0 24.0 4.91 1.00 117.9 - _Single,_Clear - S 4.0 7.0 13.4 3.55 . 1.17. 55.5 Clear S 52 8.0... 40.2... _ 355. 1..20. 170.8 _Aingle, Singler..Clest S. OA- 0,0.. _ 62. 3.55... 1.00_ 23.8 - As-Bunt Total:- 16123 -.. 697.2 ;- WALL TYPES- Area- X- BWPM- _ Points.._. Type_- R Value -- Area - X .WPM.... = Points Adjacent 231.0 0.50 115.5 Concrete, Int Instil, Exderiar 3.0 396.0 1.20 475.2 _ Exterior 396.0 0.60 237.6 _ Frame, Wood, Adjacent 11.0 231.0 0.50 115.5 _ Base Total: 027.0 353.1 _ As •Built Total: 627.0 590.7 : DOOR TYPES Area X BWPM = Points _Type Area X WPM = Points A4at�nt 20:t 1.30 26.1- Exter(orWood- 20:1 280 56.3 F 20.t t.80 362 :AdJacentWood 20.1 t.90- 38.2 - Base Total: 4002 62:3 - As-BUIB real: 40.2' 94.5 CEILING TYPESArea X BWPM = Poil]t- ` Type R -Value Area X WPM X WCM= Points = t Attic- IMO 0.1.0 86:4= -SingkrAssernbly : - 19.0 864:0 -- 0:t11f -t.00 9 .0 - Base Totals WPM - 88* - T il: 8521x4- 90,0 - FLOOR-TYPE& Area- X- BWPM- = -- Points - -Type- RAfalue- - -Area X WPM- = Points _ Slats -. - 59.0(p}. -2.1 .. - 123.9_. -S Grade Edgeaasutation-. 0.0 59.0(p)_ -2.10 -123.9 - Raised - - 230.0 -. - -0.28- - -644 -Raised-Concrete- 5.0 230.0 -.. 0.10 23.0 - Base -Total:- -458:3- - -As-B Totak- - -100.9 - INFILTRA110N- Area - -X- BWPM. = Points - - Area X- WPM-- = Pointst 14440- - -- 406- - 86:6 -- _. 1444.0,_ 4/06 -86.6 FewrnasiNi, moat' nf!a -Fttr ee ffirtIt':'7f1f11" Fn rnua3t tnuxliVFtoAFC'Jf fl FtAPPR t•t 7Y 1 FARM 6OQA:2OO1 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS ne_10,5 st.,miami shores ,11,_ PERMIT i BASE AS -BUILT 8401 - WmterA$=Built• Points: -- 1289:9 litlinter Base Points: - - - Total -Winte X- -.. = Points-- Multiplier Heating- Points - - - Total- X-. - -Cap-_ X Duct X System- X_ C it-- =-- Heating -Component-- Ratio -- Multiplier Multiplier- Multiplier- Points (DMx DSMx AHIU). _ 1149.3.. _ 9.6274 5272. 12e9. 9 1.000 (1.000 x 1.137 x 0.91) _ 1289.9 _ _ 1.00. 1.035 1.000 1.000 1.000 taw 1334.6 1334.6 1 FQRIVL600k2001 WATER HE TING_& CODE COMPLIANCE.._STATUS Residential Whole Building Performance Method A - Details ADDRESS ne iQQ st.,._miami shares,-fl,. PERABLT ; _ BASE -- AS-BUILT. - WAT -EWH€ATING - -. Nurnberot )- - -. Bedrooms Multiplier- = Total-- - - . Tank - - Vorurne EF Nurnlberofi X - Tank- X- Multiplier- )t Credit- = Total Bedrooms Ratio - Multiplier a- 2369:00- 74:4- - 50;0- As' T 0:m9- 3- 1.00 234138- 1-.00- 7027.1 7027:9 = :ft Win• Ttent reveres lft tr- POICErnundi I Q Y11- araa;rr+» - COD COMPLIANCE STATUS = s BASE AS BUILT . r`.nniing Points -. + Heating- + Points HotWater Points- = Total_ Points-_. __ Cooling - Points . + Heating _ + HotWater. Points Points = Totall Points 16127 527 7107 23751 12208 1335 7027 20570 = :ft Win• Ttent reveres lft tr- POICErnundi I Q Y11- araa;rr+» - EORM-6ODA_ -001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS..ne 105 shoe-fl,-_ PERMIT..: 6A 21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTTN REQUIREMENTS FOR EACH PRACTICE CHEC 'Exterior Widows & Doors ' 606: fABC.f. I to d utn:.3 afrnfsq.it area; .5cfinfsq.ft door area. - Exterior & Adjacent Wad 1606.1ABC.1 2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, =rounding wail; foundation & waH sale or {: prate; joints between exterior wall pares at comers; utility penetrations; between wall panels & toplottom pis; between wad and floor. EXCEPTION: Frame walls where a continuous Infiltration barrier Is installed that extends _fron,.and is sealed to, the Toundatbn to the top plate. 606.1 ABC.1.2.2 >it&" sealed unless backed by truss or joint members.. EXCEPTIMErameflootexithereatoolinuous Infiltration barnto hi ir>cAn. that sea l _to-the 6064.A8C.12.3 -.- - .Between waUs& ce gs; of topfloog arourd.shafts,-chases, ; gaps-ict-gyp- board& toPf ;_.. - aWe- asses- €XCEPTIQN: a b is-- ,at and s - TypeIC , sealed; or Type IC or non-LC rated; it -in a- deatance -1 a' from fronrinsulatiorK or Type _IC r•2:8cfrrrfrom-- Allulti=stor9=- tABC~t2:5 . /i termer on perimeter ofd cavity Isetween-floore I rap - 1306='f:ABC:I:3.... ahatiStranS I/laded-15 , ; combustion sp wart -NFPX have-eont on-atr. SA-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) "COMPONENTS- :_S€CTti N--- _: - CHECCK ateF Mart _ f _ - Wilheffibretty requirementh h Tab[e -6i2 Bwtctrar otharkr arkede -breaker (Webb* or cutoff { ) must benrovicksk External or but in- heed- trapregt / - =SwImmhrgPo&s &-Spas 6121- • Spas-& h pools-must hav covers{exceptsolarheated): . must Ism a pump tinge: Gaespa& pod-heaters musthave a mindntunrthermai ettk ncy olift. / 'Shower t 6121" dilater flow must be restricted 2:5 tedto no more than per mrnute at &TPSlG: - / At Distrthution Systems -610:1- _ : Aliducts, tiles, mechanical equipment andpfernan chambers s> be mechanicauy - attached, sealed, Insulated, and installed in accordance with the criteria of Section 610. Ducts In uncorditlosed attics: R-6 min. insulation. HVAC Controls ' 607.1 Separate readily accessible manual or automatic thermostat for each system. r Insulation 604.1, 602.1 _CeWNngs -MIn. R -19. Common walls -Frame R -11 or CBS R-3 both skies. .Common ceiling.& floors R -11. . J F, w olm lt A. Fwms arlfaA...meta - F C" 14 F4 -r? "1113- 1li!1'T SERIAL- #- 5363 * RESMANUJ(c) * 01 -21 -2003 WHOLE.-. HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA /RES(c) DATA FILES (BASED ON A..r A _ MANUAL_ J - SEVEDITH RTITTTON (c 19.86- by A-. C_C. A. ) gPROJECr :model -b ADDRESS CITY :miami shores, fl . OWNER :village del mar. BLDG CONTR HVAC CONTR : Conditioned Floor Area 1 444 SE GLASS/SE RATTO = 1% * Climatic Conditions & Design Conditions * Geographical Location : Florida li P ami - AP- North Latitude 7 Elevation Outdoor Winter Dry Bulb. Indoor Winter Dr Bulb Winter (Actual) -- Temp Di €f Winter Temp -. D-if. f . (wTd) Outdoor Ste- Dry Bulb Outdoor- Summer Wet Bulb Outdoor Summer Hum. Ratio. Gr /Lb- Indoor Suan«ei- Relaltive Hunt: Indoor Summer Design Gr/U Indoor Summer Dry Bulb Indoor Summer Wet Bulb Summer Daily Range Summer (Actual y Temp . Di f f . SuiuIMei (User Sel) Temp.Diff. (sTd) 25-Deg. / 5 Ft. Above Sea Level. 48- Deg.. F 70- Deg.. F 22- Deg_ F 40-- Deg.. F 89 -Deg. F 77 Deg-. F 122 5-0 5.6 75 Deg. F 62.3 Deg. F @ 64 Gr /Lb 15 Deg. F- - L 14 Deg. F 20 Deg. F * EMI-114G- SU MR4AR Y *- MAR DAT- * CDOLLNG -Y- * SUBTOTAL 56058.34 DUCT LOSS • 0 TOTAL LOSS /elvrl 56058-.34 STRUCTURE SENSIBLE . MECH. VENF` 150- Cfm sENS. + MECH.VENP : iP. SWING 0 3 DEG. : OCCUPANT /APPLIANCE . DUCT" GAIN TOTAL S15NS IBLR TOTAL LAiisaT SENSIBLE + LATENT . zot OVERSIZR FACTOR 11211.67 201 StNS.OVRSZE FTR ACTUAL + 20` - OVERSIZE: 67270-.01 SENS. + zai OVERSIZE * EQUIPMENT SELECTION * 17053.80 2310.00 19363.80 1.00 3000.00 U.00 22363.80 38538.01 60901.81 4472.76 26836.56 EQT MANUF CU MOD # ,AHU MOD # HTG INP r... HTG- OUTPUT HTG CFM-- AFUE /HSPF- SENSIBLE CLG LATENT CLG TOTAL TONAGE (S -)EEH CLG- CRC TYPE, NOTES: .ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.0 The higher the score, the more efficient the-home. 1. New construction or existing 2. Single family or multifamily. 3. Number of units, if multi - family 4. NumbcrofBcdnaams 5. Is this --a -worst -case? 6: ened fleor-areaOP) - 7: Glass-area & type a. Clear -- single pane- - b -desble -pane- c. Tint/ether -SHGC - single pane- d: rmtlether -pane & Floor types- a. Slab -On -Grade Edge ktsulation- b: Raiff Concrete c. N/A- 9: Wal ypes- a Cenerete5 h insul, Exterior b: Frame, Weed; Adjacent - cNi d: N/A e: N/A 10: Ceilingtypes- a.- Single Assembly - b: N/A- c. N/A- 11. Ducts a. Sup: Con. Rot Con. AH: Interior b. N/A village del mar., ne 105 sty, miami shores, fl, New _ 12. Cooling systems Multi: famlIy — a. Central Unit 1 — 3-- No- 1444 - a N/A 1 -5b3 -f _ 1& Healing systems- 6:0-3 — a. Electric. Strip- 0:0- 0410 b. N/A- R444, 594(P) _. R=5.0, 2311011; c. N/A Cap: 36.0 kBtu/hr SEER: 12.00 Cap:- 36- .Gk$tu/hr COP: 1:00 14: Het water-systems -- a: Elestiie- Resistaaoe. Cap: 504 gallons — EF: 0.89 — R=3,00960-1P — R= 1-10;-2310 -& — 13 N/A� eat recovery, Solar DIW-Dedicated-heat pump) R= 19:8, 864.0 -1P — 1-5.. HVAC -c (£F- Ceiling% CV -Cross veiltriatiork € E -Whole -house fan, PT- Programmable Thermostat, Sup. R=4.2, 40.0 if — MZ-C-Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Cdnstruction through the above end saving which- wiltbe instaltedlor enceedo4 in this homobefote- Fig s an Off, anew EFL Display Card willbe completed based on installed Code compliant features. B Date: Address of New Home: City/FL Zip: *NOTE The home's estimated energy performance score is only available through the FLA/REScomputer program. This..cnota_ BuildingEner Rating. If your score -is-8O or greater (oz 86 far a USEPA/DOF, F.treryStiF -designation), your home may qualify for energy efficiency mortgage (&Ll) incentives if you obtain a Florida Energy Gauge Rating Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommuniOr Affairs at 85 0/487 -1824. FnergyGaugee (Version: FLRCPB v3.22) G L A S S North. North South_ South Smith * L a A.. n. CA- L_ C_ T.L L_ A_ L a N * TYPE Inside Shade Single Clr. No - Shade. Single Clr No Shade G'� Clr No Shade Single Clr No Shade Single Clr No. Shade Infiltration : Winter Htm ( 134.09 ) Trfiltr'ati on t Summer iitm. (_. 304_7 L_. W ALLS N/W C.B. - Int Insul - Ext. Wood -_ 'ud Adj Sc Area Loss /Btuh ��r 1r'- R -Value Area 67.9.0 . 24.00 13 -_4-Q_ 40.20 6__7.Q 151.30 151-30.. 7772._.0.0. 2784.00 .15.5. -4.40 4663.20 777_2.0_. 20287.82 Loss /Btuh 3 11_ SUBTOTALS D OORS S l k Core/Wood.. - 8 0- Solid Core /Wood - Adj. 0 Infiltration :Winter Htm-- 134,0-9- )- x Infiltration :Summer Htm( 30.47 ) x C E I L I N G S S ug'1t Assembly F L O O R S Slaw - on Grade Raised Concrete 8 UJ3TOTALS 396.00 231.0. -Q 627.01T 3168.00 831w.6- 3999-. 20-10. 20.10 40,20- 40.20 4ff. 20 572..85. 446.22 53- 9- 0...42 6409.49 1g 8.64. -Q0 3Q24�0-. 0- 5-9-. a0- L-in . Ft . 5 230.00 Sq.Ft. SUFr1UTALS-: 59 . Off- SNBTOT LS4L. 230-00. * TOTAL STRUCTURE SENSIBLE * 1911.60- 2875.00 47ff6 -.6o Gain /Btuh 18.0 -9.00 648.00 589,60 1768.80 294.80 46.10.11 Gain /Btuh 1623.60 19.2..70 20"16.30 255.27 84.42 1224.89 15"6-4.58 2.073.60 aaa.o0 1679.00 1679-.00 56058.34 17053:80