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RC-07-2404 Peter No. RC -1 "7-2404 * s Miami Shores Village Peat T)pe. Residential Construction c 10050 N.E. 2nd Avenue Wc�rkctassi�arjcm;'Garage Enclosure .... .� Miami Shores, FL 33138 -0000 Permit Status. APPROVED Phone: (305)795 -2204 F LORNR Issue .'124312008 Expiration: 2 Project Address Parcel Number Applicant _...... __, _ _. .,.._ __ __�,,,,...,. _..,..._....,,, _ .............. _ ...... 500 GRAND CONCOURSE 1132060171440 PATRICK PENKWITT Miami Shores, FL 33138-2465 Block Lot:F Owner Information Address Phone Cell .. ............................_.. ..,,.,,,..,,.,.,..__. �.. �,,,,,,,,.,,,,,,,,,,...,.,.,.,..,,,,,...._......... - .....,.,,,..,...,. PATRICK PENKWITT 500 GARND CONCOURSE MIAMI SHORES FL 33138 -2465 Contractor(s) Phone Cell Phone Valuation: $ 40,000.00 V; BLUE STREAM HOME BUILDERS & Ci (954)566 -5503 Total Sq Feet: 546 Approved: Yes Available Inspections: Comments: In Type: Date Approved: 11/30/2007: Yes Date Denied: Type of Construction: GARAGE COVERSION Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback` Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: Bond Return : Classification: Residential Fees Due Amount Total I Amt Paid I Amt Due CCF $24.00 CO /CC Fee $150.00 $ 0.00 $ 0.00 $ 0.00 DBPR Surcharge $2.73, Education Surcharge $8.00 Payment Type: Notary Fee $5.00 Permit Fee - Additions /Alterations $1.200.00 Plan Review Fee (Engineer) $60.00 Plan Review Fee (Engineer) $60.00 1 C t , Scanning Fee $18.00 r u; + Technology Fee $30.00 Total: $1,557.73 M CK y tt q In consideration of the issuance to me of this permit, i agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. December 23, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Tuesday, December 23, 2008 1 Miami Shores Village �s -z-7 7 T Building Department 10050 N.E.2nd Avenue, Miami Shores,.Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 • -- --------------- -- BUILDING Permit No. �- PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): uildin � ; Roofing C Owner's Name (Fee Simple Titleholder) tlws Phone # � . - Is Owner' Address Cit State F1 Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) Z�D - a ywd C" n& City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name � �, t -t i Phone # Contractor's Address City Li /4, 4,�, 1 411. Ic State Zip 3 3 3 Qualifier Name K d CA Phone # S y `G 4 S State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ( tt Square / Linear Footage Of Work: Type of Work: ❑Addition [%Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: C' r. ' -eft r C ` I e * F * *�::x********* Submittal Fee $ Permit Fee $ J��o'--_ CCF $ �/� CS C v� Notary $ Training/Education Fee $ IJ�J Technology Fee $ �•� Scanning $ Radon $ DPBR $ �. J Zoning $ Bond $ Code Enforcement $ 4 ; ' o bl $ Structural Review. $ 0� + To Now Due #' See Reverse side Bonding Company's Name of annlicab Bonding Company's Addr n °- r -� O X g, m C n M t�� 0 9 (n ou City Z W ... -1 � n!\ t Z m J5 C K - Z i g _� WX X - D n C - .l - i n Mortgage Lender's Name r > �C' > r O Mortgage Lender's Addres c -., m — p D D --4 City a V � m m t �. Oo V Application is hereby ma O �°' '�' !' N C _ r installation has commenced prior to the rte[►l laws regulating construction in this jurisdii MBING, SIGNS, WELLS, POOLS, F'URN? JECU:j� � O N ?� n [n ;0 OWNER'S AFFIDAVIT G) n m )mpliance with all applicable laws regulating c., M 'i � T "WARNING TO OWN �� m SULT IN YOUR PAYING TWICE FO"` to N FINANCING, CONSULT WITH I )ER OR AN - Fl uxr,.. Y__ I NOTICE OF COMMENCEMENT." Notice to Applicant: As the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith th a notice of commencement and construction lien law brochure will be delivered to the person whose property is subjec Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection given (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 �r--- Owner or Agent Contractor The fore ping instrument was ack w d d bef e e thi The fore oing in trument waass� ackno ledged bef ore ! methis� day of , 20 b day o , 2001 by wh is personall�� y tome or who has produced who is personally known to me or who has roduce 1 OW . d'V As identification and who did take an oath. C l i entification and who did take an oath. N TAR PUBLIC: 1 cS OTAR PUBLIC: Sign: G ' 2 < Sign: �l• q ti c• °° Print: 4.��1�ti5 �;• Print: 4� My Commission Expires: ; w My Commission Expires: APPLICATION APPROVED BY: 0� J Plans Examiner Engineer Zoning (Revised 07/10/07) 4 Miami Shores Village Building Department Change of Contractor /Architect + • Permit NX _ 9404 BY -- --------------- -- Owner's Name (Fee Simple Titleholder) M i Ckel t NAVJ Phone# `305. S`� SO ` 15 Owner's Address - ,50p Orc ebncwv( &z. City fn cam SK0re,a State FL Zip 33 i 3 3 Phone # q 86 -- Z (0 � b O% Job Address (of where the work is being done) S <)-+ ,5 ct eve 1. j . �✓ { Cj °� z �` `� Gi Contractors Company Name ,; -J �- -,�,.� . >� d d Phone # Contractor's Address. City e ' t ., it State j : `,, Zip Qualifier Architect/Engineer of records name Address City State Zip Describe Work: I hereby certify that the work has been abandoned and /or the contractor /architect is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. 1R , Signature �� Signature S -, - -• - Owner Agent , , ` Contractor /Archi ct The foregoing in trument was a o le ed The foregoing instrument w befor ac owledged before me t } 's day o 20 bef e m this A day ofJ , 20 O B who is personally knokyn to me or who is p rsonally kn wn t me or who has produced has produced o as identification and who did take an oath. as identification and who did take an oi ith. NOT Y PUBLIC: OTARY PUBLI �p�o I IL Sign: � Y-�� ®� Print: y y c;�r� �, � , a ^ My Commission Expires: 4 ? �s3* 0��' '' y Commission Expires: fi t , Go o -5� „ ^'y ��' S OP• Chg4 /18/08 SNORES h TY ow Iff F �ORIDp' Miami Shores Village Building Department 10050 N.E. 2 "d Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 07 -2404 Job Name: Alteration for Penkwitt Res. December 10, 2007 Page 1 of 3 Building Critique Sheet i �(1d1 1. Provide Energy Calcs for the proposed office area. \14 �� Q gY osed of p p VkY/\N 2.hrovide Product Approvals for the French Doors, noneL 0k_)�AAD� l /ubmitted. 3. -Address comments from Structural, and Electrical reviewer. 1~-I 001 �10K 4. ood buck detail shown on sheet A -3 is to provide the type, size 0�and spacing of the fasteners for the buck attachment. The roduct Approval does not provide this information. VU6\1� ----*- .�ubmit permit application for the Mechanical contractor. OV-�6. Provide Mechanical plans, none submitted. 7Z ians must be submitted to DERM, HRS for review and pproval and to Miami -Dade County Planning &Zoning for Payment of impact fees. d � 8.VProvide Special Inspectors form, signed and sealed by thew n /Engineer performing the Engineered Unit Masonry Inspections. 9. The existing driveway shall be cut back 5' from the wall of the house and sod or landscaping shall be placed in its place. Show on the plans. O n d , The O permit application says an "addition of trellis carport" � Plans do not show any details for a trellis. Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a Cl\�' , complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande CBO 305- 795 -2204 n e r ORE -11-07-2404 Miami Shores Village Permit NORC ....... ......... ........................ ..................... ....... ........ - .... - - . ................. ................ ..................... ........... . ..... . ................. I I lm�l 10050 N.E. 2nd Avenue P� S'd : -a onW . u . ct . ...................... --Mit Tvb.�e R 'O.-ent C Miami Shores, FL 33138-0000 ................ .......................... - .... I.." ... --.- :,: :- ..... .............. ................ — ........... — ... ..................... ................................. .......... .................... . ....... .......... ....... ...................................... ............. ................ ............................ - . ...................................................... .. ............................. ........ ........ - -------------- ...... ............. I ........ ...................... ...... -- ................ ................... ..... . ................. Phone: (305)795-2204 Fax: (305)756-8972 ......... ............. .... ............ ..... I.. I ................. ........... . ...... Issue Date: Not Issued ExpiresNot Issued Folio Number) 132060171440 .................. ................... ...... ........................................................................... --l", ................. Owner's Name: MICHELLE DE FIGUEIREDO NAVIES Owner's Phone: Job Address: 500 GRAND CONCOURSE Total Square Feet: 546 Miami Shores, FL 33138-2465 Total Job Valuation: $40,000.00 ................ ................ . - ....... - ............................ ....... ......................................................... . ........................... ............................................. ....... .................... Contractor(s) Phone Primary Contractor BOSCH CONSTRUCTION LLC (786)768-2227 Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 11 /30/2007 Yes Comments: iniaml mores village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Z- Z ¢ 0 4- Job Name ML w ' l 7- - Date 12 14 -1,g - 7 STRUCTURAL CRITIQUE SHEET � Sk ew- // jr k a4 c a r S o !/� � G / r ECG. GlG 1 Mew trop- C' G U-*7Wa �o a��l rti 'Cv -c yr 4 L C j l��fe _ • ores V Sh ;£ � Miami x x .. . '{ Building Department k0; , 10050 .NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #; C 0 �1 DATE: I, c", P-Iffontractor • Owner • Architect Picked up 2 sets of plans and (other) , Address: C -`ate From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. r Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: i�v iM e •°. M AEVE SHORFES, FLORIDA 33 € 38 -2382 Telerhonne: (305) 795-220`7 max. (3005) 7 ,56 - 8972 r LA NIN I G =01 h G D!R C T OR ZAui DEVELOPMENT ORDER ' File Number: PZ -9 -07- 200755 Property Address: 500 Grand Concourse f Applicant: Patrick Penkwitt ' Address: 500 Grand Concourse Miami Shores FL 33138 Whereas, the applicant Patrick Penkwitt (Owner) has filed an application for site plan review before the Planning Board on the above property. The applicant so ght approval as follows: Special Approvals, Sec. 600: Sec. 523. Site plan approval, Garage conversion I Whereas, a public hearing was held on November 15, 2007 and the Board', after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the re'uirements of the Land Development Code of Miami Shores Village. 1:, 2. The conditions on the property and the representations madet the hearing merit consideration and are consistent with the requirement of the Land Development Code. i The Board requires that all further development of the property shall be p' rformed in a manner consistent with the site plan, drawings, and the conditions agree upon at the hearing: 1) Applicant to obtain all required building permits before beginning work. 2) Applicant to meet all applicable code provisions at the time of permitting. i 3) Applicant to complete a covenant in the form of a "Declaration of Us'" assuring the property is used only for a single family purpose, record the covenant and provide the planning director with a copy of the recorded document prior to the fma inspection by the Building Official. j 4) This zoning permit will lapse and become invalid unless the world for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is Iuspended or abandoned for a period of at least one (1) year. J I! Page 1 of 2' A li 5) Shower in garage conversion to be removed. Additionally, the applicant must, satisfy all applicable Miami Shores Vlillage Codes, Miami -Dade County Codes, the applicable building and life safety code required for development, and provide a copy of the development order to the Building �t, ept. The application with conditions was passed and adopted this 15 day of November 2007 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Ulmer Yes Mr. Reese Yes Mr. Sastre Yes Chairman Fernandez Yes i Date Ric 'd M. Fernandez CpAirman, Planning Board ,r r ! r I L I Page 2 of 2 it M FLORIDA DEPARTMENT OF HEALT Charlie Crist Ana M. Viamonte Res, M.D., M.P.H. Governor State Surgeon General November 20, 2008 Andrea Castelli PO BOX 415593 Miami Beach, FL 33141 A RE: Contingency Letter Application Document No: AP848659 Centrax Permit Number: 13 -SG- 906089 OSTDS Number: 500 Grand Concourse Miami, FL 33138 Lot: 11 - 12 Block: 97 Subdivision: Miami Shores Dear Applicant: This will acknowledge receipt of an application dated 03/03/2008 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. From a review of your completed application, it has been determined your existing system is adequate for the proposed use. This permit is granted for the conversion of a garage to an office. * * * * * * * * * * ** * APPROVED * * * * * * * * * * * * * * * ** If you have any questions on this matter, please call our office at (305) 513 -3459. Sincerely, Astrid Edwards, Engineer Specialist II Enclosures cc: Miami -Dade County Health Department 1725 NW 167th St, Opa Locka, FL 33056 To: Luis Bosch Construction June 17"' 2008 20 Island Avenue # 407 Miami Beach, Florida 33139 From: Patrick Penkwitt 500 Grand Concourse Miami Shores, Florida 33138 Dear Luis, This is to release you from the Jobs in my house at the address above and to confirm the mutual agreement from both of us not to work together in the future. This is a formality in order for;'ne to make a change of contractor for my upcoming garage project. Thank you and all the best, Patrick Penkwitt i a TA-Ta 8 ! f �_ �� U.S POSTAGE PRIO _ MIRMI BERCH.EL- n s E JUAMO Ng08 33 i 7005 0150 0002 1159 5758 imillil " �� I �l OOOo 005.32 33139 0002g$26 -14 osc e � a 07 CY7J,13109 tw l✓ t _ r ��w w x a`A r4 S \ . • G' d � ,•~go,, � . ��J ®A' t �Av R1oe°3"L9RN TO BF , n 1m, NC f- MILG3 D c ., . Z 31 � s x; 4 �, - y gg y yp t :i. `i �, �+�•b� "��'�i,�. _�; 83946} d39��?4" �a�t�9ll9�i.'. �'. EY�? �F� ➢�P��?f?� § ��' 7P ➢ � 3 � E � 1 ", r L �� , 4 ppt� °1 �1' �'*w"��' C ". y s • e X Complete Items 1, 2, and 3. Also complete A. Signature item 4 if Restricted Delivery is desired. 11 Agent ® Print your name and address on the reverse 0 Ad so that we can return the card to you. B. Received by (Printed /Name) _ C. Date of Deiivery Attach this card to the back of the mailplece, or on the front if space permits, D. Is delivery address different from item 11 0 Yes 1. rticle Addressed try If YES, enter delivery address below: 0 No 6 s 3. Service Type 0 Certified Mail ® Express Mail �"° ,� 4• � Registered ®Return Receipt for Merchandise Insured Mail ® C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. Article Number (transfer from service label) PS Form 3811 February 2004 Domestic Return Receipt 102595-02-M-1540 V A C Sf`T?VKT 11j.nI Pclsi� Of f 1r.0 160 2 A 1 d "P IN ti q ITI i FS e a c- h ii'4 VA JUN 0 2". U'W 0 00 9 FTI & Confirm CLIENT 1 1 1 .-) i 0 () G 9 00 0 (1 1 "TERM 001 3)HrAztl'Illh Re'stifts A CT X k j I Q) 'I ( R D M A S T E R C A R I L a b e URe ce i p t N u r! b e r: 7008 0 15 0 000 115 9 57 5 a Clj51 $4: Vj 0 CA 0 0 0 0 ("'l 0) 0 00 , Oe 1 3 Status: Notice Left SALE 4 1 10 • 75 ".'Ve attemi)terj to deliver your itein at ":33 PM on June 24, 22008 irl MIAMI Erlei L.aboVlRcce�pt Number, REF to a 005 BEACH', FL 33'39 and a notice was left, It Can be redelivered or picked AFTROVAL, COPE': "I �i3 5 7G up at the Post Office. If the item is unclaimed, it will be returned to the sender. Information, if available, is updated every evening, Please I ()GREIL - 10 Poll' OBOVE check agair, later. WTOL AMOUNT ACCORDINC) TO CARD 1S AGREEMENT P"� S 16 N A WRE DOMIRAI/CYRUS 'Trar;k Ely eroaii Get current event information or updates for your item sent to you or others by emaiL THANK YOU COME AGALN CUSTOME51 COPY E� 17 sy 8 Miami Shores Village ores g Building Department Ll(U�9 Y��C�I l,IJ1S 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING ®C '' Permit No. PERMIT APPLICATION Master Permit No. FBC 2004 BY: = - - Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) Phone # ?-�J5 D Owner's Address C C� U \ r , r1 (A C c, c -, C C, ,, It'- City N1 e G \,-, N `r14 Y E' S State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO C10.0 Contractor's Company Name i '�' � 'i ! _', { �,� Phone # 1 r M 1 Contractor's Address. Ci tyz . Q v� State t �� Zip _ s r , Qualifier Name s Phone # - 1 State Certificate or Registration No. t, � Wertificate of Competency No. 4 Architect/Engineer's Name (if applicable) " v Phone # Value of Work For this Permit $ I0 C t'tyi Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: i" ; . >.' L,T ; ='r "+ �t �� « �z � z 1 . ,� x t '1 t c t * x ** * * * * **F **��x�� Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code / Enforcement $ Double Fee $ Structural Review. $ �d' �' b D = t Z U do Total Fee Now Due $ See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and 'installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, 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 t lnsPec"a" i , _ the inspc 40 � Signature Signa Sign; Contractor ,/ The foregoing instrument was acknowledged before me this 7 The foregoing instrument was acknowledged before me this The l day of irAR 20(I�', by D— �� day of ^^ ed' , 20 by I ®3 s Th da o who is personally known to me or who has produced who is personally known to me or who has produced ` Y —, As identification and who did take an oath.' as identification and who did take an oath. who 1 NOTARY P NOTARY PUBUCSTATE OF FIARMA,RY PUBLIC: 16m96998.e .. ............................... r ral Ch ri stopher J . Klein = H il l ALBERT KILLIGAN Ih. ma n=ssm — sign: 73568 Sign: " NOT � <�+„ „,,,..•' JUNE 26, 2011 g Expires 6/'8tM Print: . Print: - $o,ded n ra �soopb2 CO., ' IN � 4OF Fonda Notary My Commission Expires: My Commissi Assn., lnc ...,..,. Sign: Sign: Print: Pr' Y LVIA FERNANDEZ My Commission Expires: M `” 4 si ll JgWbN # DD 6BW72 ' Banded Thru Notary Puaie Underr dWs APPLICATION APPROVED BY: j / SGI ��• Plans Examiner ,Engineer Zoning (Revised 07/10/07) , °RES � Miami shores Village login Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 FLORIDA Tel: (305) 795.2204 Fax: (305) 756.8972 Permit # Job Name Date Building Critique Sheet G 4ti T TTCc e( Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 � a ' f6� s Inspect Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Ins :..tl:; ur:: ....:...: »�:::.; . Scheduled Inspection Date: March 11, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Framing Owner: PENKWITT, PATRICK Work Classification: Garage Enclosure Job Address: 500 GRAND CONCOURSE Miami Shores, FL 33138 -2465 Phone Number Parcel Number 113206017144 Project: <NONE> Contractor: BLUE STREAM HOME BUILDERS & C ONSTRUCTION MANA Phone: (954)566 -5503 Building Department Comments Inspector Comments Passed I /7cCe( I*ec Ila �1 Failed Correction Needed Re- inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 10, 2009 Page 11 of 17 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL Phone: (305)795-2204 Fax: (305)756-8972 ------------------------------------------------------------------------------- ---------------------------------------- ---- ----------------------------- ----------------- ------------- ------ f ------------ ............... ... ...... .... .. .. M ..... f I M* ... . Inspection Date: February 20, 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Underground Rough Owner: PENKWITT, PATRICK Work Classification: Addition/Alteration Job Address: 500 GRAND CONCOURSE Miami Shores, FL 33138-2465 Phone Number Parcel Number 1132060171440 Project: <NONE> Contractor: JAFE CONTRACTING CO Phone: (954)921-6360 Building Department Comments Inspector Comments Passed E�r Failed E:] Correction Needed El Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 20, 2009 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL U - Phone: (305)795 -2204 Fax: (305)756 -8972 Z4 ---------- --------------------------------------------------------------------------- ---------------- .. NO :cfi�e:...... p ` e` � / ■ y { . �,((��{, ................. urns,.. '/ yF ..:.; . .. . . ............................. % . :........:...:.....:.:.�::::::I Scheduled Inspection Date: February 19 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Underground Rough Owner: PENKWITT, PATRICK Work Classification: Addition/Alteration Job Address: 500 GRAND CONCOURSE Miami Shores, FL 33138 -2465 Phone Number Project: <NONE> Parcel Number 113206017144 Contractor: JAFE CONTRACTING CO Phone: (954)921 -6360 Building Department Comments Inspector Comments Passed kfa Failed Correction Needed I� Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 18, 2009 Page 5 of 10 L OaEi ;,.. Insp Worksheet Miami Shores Village <bC 10050 N.E. 2nd Avenue Miami Shores, FL ,. - Phone: (305)795 -2204 Fax: (305)756 - 8972 - -- - - - - -- - -- - - - -- --- - - - - -- - - - - -- - -- - - - - -- - - - - - -- - - - - - -- - -- - -- - - - -- :::::.........:::::::::::::::...............:. Perri.: 15± 1r ...:::...:::'..::::..:......:.: :::::::::::.::.:.::. Scheduled Inspection Date: February 19, 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Underground Rough Owner: PENKWITT, PATRICK Work Classification Addition/Alteration Job Address: 500 GRAND CONCOURSE Miami Shores, FL 33138 -2465 Phone Number Parcel Number 113206017144 Project: <NONE> Contractor: JAFE CONTRACTING CO Phone: (954)921 -6360 Building Department Comments Ins�ect�r Comments Passed `z Failed__ Correction Needed Re- Inspection I Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 18, 2009 Page 5 of 10 Inspect Worksheet t� t f� 'z Mimi Shores Village AftL 10050 N.E. 2nd Avenue Miami Shores, FL �%� Phone: (305)795 -2204 Fax: (305)756 -8972 ----- - --------------- --------------------------------- ------------------------------------------------- Scheduled Inspection Date: February 26, 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Rough Owner: PENKWITT, PATRICK Work Classification: Addition/Alteration Job Address: 500 GRAND CONCOURSE Miami Shores, FL 33138 -2465 Phone Number Parcel Number 113206017144 Project: <NONE> Contractor: JAFE CONTRACTING CO Phone: (954)921 -6360 Building Department Comments Inspector Comments Passed �l Failed` Correction Needed I I Re- inspection 4 � 9 Fee El No Additional Inspections can be scheduled until re- inspection fee is paid. February 25, 2009 Pagel 1 of 17 /// COV f Inspection Worksheet Miami Shores Village rn 10050 N.E.;?nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ------------------------- --------------------- --------------------- ---------------- ------------------- ----------------------------------- --------------------------------------------------------------------------------------- .... . .......... X .... ' XXXXXX x x..... -X-X-X.:--'.'. �X�x X .:. ... ..... Scheduled Inspection Date: March 02, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Window and Door Buck Owner: PENKWITT, PATRICK Work Classification: Garage Enclosure Job Address: 500 GRAND CONCOURSE Miami Shores, FL 33138-2465 Phone Number Parcel Number 1132060171440 Project: <NONE> Contractor: BLUE STREAM HOME BUILDERS & CONSTRUCTION MANA Phone: (954)566-5503 Building Department Comments Inspector Comments Passed Failed Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 27, 2009 Page 15 of 22 ,SQReSU,{ Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL F Nrea N s� FC ORta�` Phone: (305)795 -2204 Fax: (305)756 -8972 WE 0 - '4} Scheduled Inspection Date: February 10, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Steel Owner: PENKWITT, PATRICK Work Classification: Garage Enclosure Job Address: 500 GRAND CONCOURSE Miami Shores, FL 33138 -2465 Phone Number Parcel Number 1132060171440 Project: <NONE> Contractor: BLUE STREAM HOME BUILDERS & C ONSTRUCTION MANA Phone: (954)566 - 5503 Building Department Comments Inspector Comments Passed / CREATED AS REINSPECTION FOR INSP- 105526. Each opening requires f two cells per side per plan. NB r azo Failed a�alrs'`' eAtr 04 Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 09, 2009 Page 8 of 16 b 4`SeORES`,fC Inspection Worksheet Miami Shores Village `.y 10050 N.E. 2nd Avenue Miami Shores, F Phone: (315)795 -2204 Fax: (305)756 -8972 r Inspection Date: January 20, 2009 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Underground Rough Owner: PENKWITT, PATRICK Work Classification: Addition /Alteration Job Address: 500 GRAND CONCOURSE Miami Shores, FL 33138 -2465 Phone Number Parcel Number 113206017144 Project: <NONE> Contractor: A YOUNG PLUMBING CORP Phone: (305)924 -2243 Building Department Comments In ecto Comments t Passed C Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 16, 2009 y Page 1 of 1 Inspection Worksheet - - f r q � 9i Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL y - Phone: (305)795 -2204 Fax: (305)756 -8972 tT ttt :.:. ■ .. :.. . wr � :::::::.:::.:.::::::::::::::.::..:: ::..:.::::::::::::::: .. .. Inspection Date: February 04, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Steel Owner: PENKWITT, PATRICK Work Classification: Garage Enclosure Job Address: 500 GRAND CONCOURSE Miami Shores, FL 33138 -2465 Phone Number Parcel Number 113206017144 Project: <NONE> Contractor: BLUE STREAM HOME BUILDERS & C ONSTRUCTION MANA Phone: (954)566 -5503 Building Department Comments Inspector Comments Passed Failed Correction Needed Re- Inspection I Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 03, 2009 Page 1 of 1 w..�... � Inspection Worksheet - -, - -- — /' ;6Q�R�� mi f� 9 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F - Phone: (305)795 -2204 Fax: (305)756 -8972 -------------------- ---------------------------------------------------------------------------------- ---------------------------- __0 SR41 .1 .....................::::::::::::::::.:::::::::::::::::.::::::::::::::::::.:: :::.::.::::::::.:.::;:::::::::: > ;:;::>;::»»»::> ;;::::: >::::::::::.::.:.; » >;;:� Inspection Date: February 04 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Underground Rough Owner: PENKWITT, PATRICK Work Classification: Addition/Alteration Job Address: 500 GRAND CONCOURSE Miami Shores, FL 33138 -2465 Phone Number Project: <NONE> Parcel Number 113206017144 Contractor: JAFE CONTRACTING CO Phone: (954)921 -6360 Building Department Comments Inspector Comments Passed I v` Failed I� El l Correction Needed I� Re- Inspection I� Fee I--J No Additional Inspections can be scheduled until re- inspection fee is paid. February 03, 2009 Page 1 of 1 ►,'y Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 K z f e �,x r a 2 Inspection Date: February 19 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Underground Rough Owner: PENKWITT, PATRICK Work Classification Addition /Alteration Job Address: 500 GRAND CONCOURSE Miami Shores, FL 33138 -2465 Phone Number Parcel Number 1132060171440 Project: <NONE> Contractor: JAFE CONTRACTING CO Phone: (954)921 -6360 Building Department Comments Inspector Comments Passed El FLOOR BOXES. Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 23, 2009 Page 1 of 1 r 1 S p ap.* iw P O I A h� .� 10 v ; u- x � i ft !I Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 � .0 % is BUILDING Permit No. l�l C. /2 t o PERMIT APPLICATION RECEIVE � aster Permit No. FBC 2004 MAR 0 1l a Q 09 Permit Type Mechanical .-_-._ _ LL. APR. F gvo�c�e,� NNV*s. Owner's Name (Fee Simple Titleholder) PQ*$ki c & ee j k}SUj t LL Phone # Owner's Addres ` �ANO (!0"Cauma__ Ci State _ F)jmL,, 4 . Zip % 3 1 Ma — R!!�ffi cx Tenant/Lessee Name Phone # E -MAIL: �►,� Job Address (where the work is being done) % Q&AM Ud City Miami Shores Village County Miami -Dade Zip 3 ( "/Z �Q�S FOLIO / PARCEL # / f - 32 06 - 00 I Al Al a Is Building Historically Designated YES NO — ^ CW . � •Tsal•.� Contractor's Company Nam 1 � p t� Zce. p_rhwotne # � ti ' 776 &S Contractor's Addres �,F i e�� Ci State Zip - Qualifier Name Phone # —q - 'Z `- L_ State Certificate or Registration No. AL A— Certificate of Competency No. E- MAIL: ��,�p(�& S ap '��• R 4 4M _ C ^^ Architect/Engineer's Name (if applicable) A Phone # '—" P — 8� Value of Work For this Per Square / Linear Footage Of Work: Type of Work: []Addition ration E]New [I Repair/Replace El Demolition Describe Work: ` t A Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $. OD Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ . See Reverse 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 approv d and a reinspection fee will be charged. i A Signature " Sign ,Owner or Agent Contractor The foregoing instrument was acknowledged before me this 9 The foreg mg instrument was acknowledged before me this day of 6�l�t.� . 20 , by ��►l i day of 2049 by who ts]�ersonall� known to me o3 �th has produced w is personally kn to me or who has produced As identification and who did take an oath. as identific LI NOTARY PUBLIC: NOTARY PUBLIC: eoQ �o mmmiss�oni AD 628 5g NOTAR PUBLIC -STATE OF FLORID A 9 �OF FLOP P' M 20, 2011 ^ an aorMedllttuT Ir�tr¢npsBOp.�r7018 Sign: Sign: N- Print: In OV. 30, 2009 Pm My Commission Expires: gondeClThiu Atlantic on ing My Commission Expires: M at zcit Zo it t d APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 eturn to: Miami Shores Village Invoice Number: MC -3-09 -34354 10050 N.E. 2nd Avenue Invoice Date: March 26, 2009 Miami Shores, FL 33138 -0000 Permit Number: MC -12 -08 -2107 Bond Number: Bill To Comments: PATRICK PENKWITT 500 GARND CONCOURSE MIAMI SHORES, FL 33138 -2465 Woe Date Fee Name Fee Type Fee Amount 03/26/2009 Scanning Fee Calculated $3.00 03/26/2009 Revision Fee Calculated $35.00 Total Fees Due: $38.00 Payments Date Pay Type Check Number Amount Paid Change 03/26/2009 Cash $38.00 $0.00 Total Paid: $38.00 Total Due: $0.00 Thursday, March 26, 2009 I FAIDOY' CONVENSQJG SPLIT SYSTEM SCHEDULE uNr rtE narnt -,�� AIR HANDLING UNIT CONDENSING UNIT S =) CU NUMBER: Cu— Level 1 .8" LONG X &" WM ( - e �.or I AIR HANDLER UNIT: AHU _ a.. _ _ Q Q B X �� m ! MANUFACTURER: TI • • • MANUFACTURER:'�� , y n tt cop pe. t R p,,�, �' - A ; ' s o 0---- -�.OfS 4 X 214" fN' ;MODEL NUMBER: i IVE V3�'A.i MODEL NUMBER: . y R�q �C•�13 Q �rs/j � �. � y,� ��!,�,- I� , °� I) �� xOMWAL TONS: T �l3 ` ' Annl fal& ITQ.I OWNG PLAS TOTAL (C.F.M.): j L) ' � 11ta 4 FRESH AIR (C.F.M.): SEE CALC'S NO. OF COMPRESSORS: 1 9 �� 4��( y�R)#` $� F�4 - t .,. .. >...., In 09 a ; IN -•< -" „ 8 I=A5 MQUITV WLE5 ENT. AIR TEMPERATURE: wr R.L.A. EACH: 4 CCkqCw rta SENSIBLE COOLING (MBH): O L.R.A. EACH: {r. PLAtE I- WInE X 1 3" TOTAL CAPACITY (MBH): 35 H0. OF CONDENSOR FANS: i , BLOWER MOTOR (H.P.): i Z.. F.L.A. EACH: VOLTS /PH /Hz: 208/1/00 VOLTS/FH /Hz: 2 UNIT WEIGHT (LBS.): 1 5n I MC4/MOCP: 4 ... REFRIGERANT: R- 410A UNIT WEIGHT: 8 SYSTEM ELECTRIC HEATER i*y'°'" 17,000 LIQUID LINE (1N): 3/8 i (INSIDE OF UNIT) 1 SUCTION LINE (IN): r pe 208 AREA SERVED: SEE FLOOR Pw Y SUCTION (IN. OD): � -- ------- - --- =- -'"-- ------------- .LIQUID (IN. OD): 3/8 ---- ---- -- - - - - -- I MCA /MOCP. i"I —=- - - - - -- . - -------- - - - -- W no cfm � -i. ZABETH ANN SIMON Com a D 2062 G► 1 W6 uj N 5 6 cfm J uj ( I I J W 6 Lu O C'S U ¢ W Vu FFN�- TECH AJA INC N _- PENKWITT RESIDENCE CO:BLUESTRtAM bU1LU1=RS 511 East Prospect Rd. 500 GRAND CONCOURSE Oakland Park, fL 33334 MIAMI SHORES, FL 33138 Phone: 954 - 776 -6540 Fax: 954- 776 -6541 techairflorida.com\net ernesto @techairflroida.com Level 2 n r AIR HANDLING% I IT TO SE EQUIPED W/ DISCOPINEcT D FOR MOLINTING AS PER CODE REQUIRED AHU ACCESS PANELS PROVIDE FILTER ACCESS PANEL 3 1,,•0 PVC MAIN CONDENSATE DRAM AIR RMfzN TYPICAL PARTITION °u cfm ' 4: cfm FLOOR 5TRl1C C� L a• Y '�b�. ELIZABETH ANN SIMON a Commission DD 628558 50 cfm N Expires March 20, 2011 (�Xla 9rFOFf�oN Bonded TfmTmyFaintrisuM 7019 A ,3 2 0� - -- 960 cfm stx t8 SAG • TECH A.I.R INC PENKWITT RESIDENCE CO:BLUESTREAM BUILDERS 511 East Prospect Rd. 500 GRAND CONCOURSE Oakland Park, 11 33334 MIAMI SHORES, FL 33138 Phone: 954- 776 -6540 Fax: 954- 776 -6541 techairflorida.com\net ernesto @techairflroida.com Certificate of ARI- Certified Performance The following + Split System: Air - Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 4A7A6036B1 combined with Indoor Unit Model Number: 4TEE3F39A1 Manufactured by: AMERICAN STANDARD, INC. under the Trade /Brand name: ALLEGIANCE 16 has been rated in accordance with ARI Standard 210/240 -2006 for UNITARY AIR - CONDITIONING AND AIR - SOURCE HEAT PUMP EQUIPMENT and is certified by the Air - Conditioning, Heating, and Refrigeration Institute to meet the following product performance ratings: Cooling Capacity (Btuh): 35800 EER Rating (Cooling): 12.80 SEER Rating (Cooling): 17.00 A "following a rating indicates a voluntary rerate of previously published data, unless accompanied with a WAS which indicates an involuntary rerate. ARI Reference #: 1104071 Today's Date: 3/3/2009 Status: Discontinued CERTIFIED RATINGS ARE VALID ONLY FOR THE PARTICULAR COMBINATION OF INDOOR AND OUTDOOR UNITS LISTED IN THE AIR- CONDITIONING, HEATING, AND REFRIGERATION INSTITUTE'S DIRECTORY OF CERTIFIED EQUIPMENT. VISIT WWW.AHRIDIRECTORY.ORG TO VERIFY THAT THIS COMBINATION IS AN ACTIVE LISTING AND THE DATA LISTED ON THIS CERTIFICATE IS ACCURATE. SEARCH ON THE ARI REFERENCE # TO QUICKLY LOCATE THIS COMBINATION IN THE DIRECTORY. TERMS AND CONDITIONS This Certificate shall be used for individual, personal, and confidential reference purposes only, and may be used only pursuant to the terms and conditions fisted. This Certificate and the contents hereof are proprietary products of AHRI. The contents of this Certficate may riot, in whole or in part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. Contained herein are product information and certified ratings. AHRI does not endorse the product(s) listed in this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) fisted in this Certificate AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data, listed in this Certificate. Load Short Form Job: 0902 -EJ a AIR. j Date: Mar 20, 2009 Entire House By: ERNESTO JUAREZ TECH A.I.R INC 511 East Prospect Rd., Oakland Park, 133334 Phone: 954776 -6540 Fax: 954776 -8541 Email: emesto@techairnroida.com Web: techairtiodda.com\net For: PENKWITT RESIDENCE CO:BLUESTREAM BUILDERS 500 GRAND CONCOURSE, MIAMI SHORES, FL 33138 N _ s w ® • b • h € -. „ 4 Via .,,: Htg Clg Infiltration Outside db ( °F) 51 92 Method Simplified Inside db ( °F) 70 70 Construction quality Average Design TD ( °F) 19 22 Fireplaces 0 Daily range - L Inside humidity ( %) 50 50 Moisture difference (gr /lb) 10 71 HEATING EQUIPMENT COOLING EQUIPMENT Make Make American Standard Trade Trade ALLEGIANCE 16 Model Cond 4A7A6036B1 GAMA ID Coil 4TEE3F39A1 ARI ref no. 1104071 Efficiency 80 AFUE Efficiency 17 SEER Heating input 0 Btuh Sensible cooling 25060 Btuh Heating output 0 Btuh Latent cooling 10740 Btuh Temperature rise 0 OF Total cooling 35800 Btuh Actual air flow 1193 cfm Actual air flow 1193 cfm Air flow factor 0.074 cfm /Btuh Air flow factor 0.038 cfm /Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.91 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft ( Btuh) (Btuh) (cfm) (cfm) 2 672 10174 25049 757 960 1 529 5864 6070 436 233 Entire House d 1201 16039 31120 1193 1193 Other equip loads 157 186 Equip. @ 0.97 RSM 30460 Latent cooling 2961 TOTALS 1201 16196 33421 1193 1193 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. - FJ4 - wriightsoft- Right - Suite® Universal 7.1.03 RS000805 2009 - Mar -20 14:02:22 C:\Documents and Settings\EmestoJuarezWy Documents \Wrightsoft HVAMPENKWITT BLUESTREAM.rup Calc Page 1 TECH Amy.. � Building Ana Job: 0902 -EJ AIR J Y Date: Mar 20 2009 Entire House By: ERNESTO JUAREZ TECH A.I.R INC 511 East Prospect Rd., Oakland Park, fl- 33334 Phone: 954776 -6540 Fax: 954776 -6541 Email: emesto@techairtlroida.com Web: techairflorida.cominet For: PENKWITT RESIDENCE CO:BLUESTREAM BUILDERS 500 GRAND CONCOURSE, MIAMI SHORES, FL 33138 Location: Indoor: Heating Cooling Fort Lauderdale Hollywood, FL, US Indoor temperature ( °F) 70 70 Elevation: 10 ft Design TD ( °F) 19 22 Latitude: 26 0 N Relative humidity ( %) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 10.1 71.1 Dry bulb ( °F) 51 92 Infiltration: Dally range °F) - 11 (L ) Method Simplified Wet bulb { °F� - 79 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Component Btuh/ft' Btuh % of load Walls 3.5 4544 28.1 Glazing 13.9 1958 12.1 Doors 7.4 155 1.0 Ceilings 7.7 5182 32.0' " Floors 3.5 2375 14.7 Infiltration 1.2 1824 11.3 Ducts 0 0 :. Piping 0 0 Humidification 0 0 Ventilation 157 1.0 Adjustments 0 Total 1 1 161961 100.0 @@ Component Btuh/ft' Btuh % of load Walls 5.3 6985 22.3 Glazing 35.2 4964 15.9 Doors 14.9 312 1.0 Ceilings 25.2 16903 54.0 Floors 0.6 382 1.2 Infiltration 0.8 1113 3.6 Ducts 0 0 Ventilation 186 0.6k Internal gains 460 1.5 Blower 0 0:: Adjustments 0 «� Total 31305 100.0 Overall U -value = 0.279 Btuh/ftz -- °F Data entries checked. -FI&- wr!%p"tsoft Right- SufteO Universal 7.1.03 RS000805 2009 -Mar- 2014:02:22 4CCK CADocuments and SettinwEmestoJuareMy Documents\Wrightsoft HVAMPENKWITT_BLUESTREAM.rup calc Page 1 11 " kGH AIR. Component Constructions Job: 0902 -EJ J Date: Mar 20, 2009 Entire House By: ERNESTO JUAREZ TECH A.I.R INC 511 East Prospect Rd., Oakland Park, fl- 33334 Phone: 954776 -6540 Fax: 954776 -6541 Email: emesto @techairflroida.com Web: techairflorida.com\net J fil For: PENKWITT RESIDENCE CO:BLUESTREAM BUILDERS 500 GRAND CONCOURSE, MIAMI SHORES, FL 33138 s Location: Indoor: Heating Cooling Fort Lauderdale Hollywood, FL, US Indoor temperature ( °F) 70 70 Elevation: 10 ft Design TD ( °F) 19 22 Latitude: 26 0 N Relative humidity ( %) 50 50 Outdoor: Heating Cooling Moisture difference (gr /lb) 10.1 71.1 Dry bulb ( °F) 51 92 Infiltration: Daily range ( °F) - 11 (L ) Method Simplified Wet bulb ( °F) - 79 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuhfft °F fl? °F/6tuh Btuh/ft' Btuh Btuh/W Btuh Walls 13AB -Ofcs: Blk wall, stucco ext, 8" thk, vermiculite core, 1/2" n 353 0.183 17.8 3.46 1221 5.32 1877 gypsum board int fnsh a 368 0.183 17.8 3.46 1272 5.32 1955 s 240 0.183 17.8 3.46 829 5.32 1274 w 354 0.183 17.8 3.46 1223 5.32 1879 all 1314 0.183 17.8 3.46 4544 5.32 6985 Partitions (none) Windows 1A -c1 ob: 1 glazing, clr glz, mtl /w brk frm mat, 1/8" thk; 50% blinds e 5 1.080 0 20.4 109 82.7 441 45 °, medium; foreground = green grass (0.23); 1 ft overhang (2 ft w 3 1.080 0 20.4 . 54 82.7 220 window ht, 3 ft sep.) all 8 1.080 0 20.4 163 82.7 661 1A -clob: 1 glazing, cir giz, mtl /w brk frm mat, 1/8" thk; 50% blinds a 12 1.080 0 20.4 242 74.6 886 45 °, medium; 50% outdoor insect screen; foreground = green grass (0.23); 1 ft overhang (3.75 ft window ht, 2 ft sep.) 1 D -c2ob: 2 glazing, cir outr, air gas, mtl /w brk frm mat, clr innr, 1/4" s 65 0.650 0 12.3 795 26.0 1686 gap, 1/8" thk; 50% blinds 45°, medium; foreground = green grass (0.23); 1 ft overhang (5.25 ft window ht, 3 ft sep.) 1 D -c2ob: 2 glazing, clr outr, air gas, mtl /w brk frm mat, clr innr, 1/4" s 49 0.650 0 12.3 598 23.6 1150 gap, 1/8" thk; 50% blinds 45 °, medium; 50% outdoor insect screen; foreground = green grass (0.23); 1 ft overhang (4 ft window ht, 2 ft sep.) 1A -clob: 1 glazing, cir glz, mill /w brk frm mat, 1/8" thk; 50% blinds w 8 1.080 0 20.4 159 74.6 581 45 °, medium; 50% outdoor insect screen; foreground = green grass (0.23); 1 ft overhang (2.83 ft window ht, 2 ft sep.) Doors 11 DO: Door, wd sc type w 21 0.390 0 7.37 155 14.9 312 Ceilings 16B -Oad: Attic ceiling, asphalt shingles roof mat, 1/2" gypsum board 672 0.408 0 711 5182 25.2 16903 int fnsh ,,-, 44d wrightsoft° Right - Suite® Universal 7.1.03 RS000805 2009 - Mar -20 14:02:22 ,� C:1Documents and SettingstEmestoJuarezWly DocumentslWrightsoft HVACtPENKWITT BLUES7REAM.rup Cale Page 1 Floors 19A- Obstp: Part floor, frm flr, 6" thkns 143 0.368 0 2.26 324 2.67 382 - 22A -cpm: Bg floor, heavy dry or light damp soil, carpet flr fnsh 92 1.180 0 22.3 2052 0 0 A4 - wrightsoft- Right -Suite® Universal 7.1.03 RS000805 2009 - Mar -20 14:02:22 ACO, CADocuments and Settings\EmestoJuarezWly Documents\Wrightsoft HVAC\PENKWITT BLUESTREAM.rup Calc Page 2 TEE I . . * Project Summary 0902-EJ Mar 2009 Entire House By: ERNESTO JUAREZ TECH A.I.R INC 511 East Prospect Rd., Oakland Park, 133334 Phone: 954776 -6540 Fax: 954776 -6541 Email: emesto @techairflroida.com Web: techairflodda.com\net OF ORM For: PENKWITT RESIDENCE CO:BLUESTREAM BUILDERS 500 GRAND CONCOURSE, MIAMI SHORES, FL 33138 Notes: PENKWITT RESIDENCE 500 GRAND CONCOURSE MIAMI SHORES, FL 33138 CO: BLUESTREAM BUILDERS e lw Weather: Fort Lauderdale Hollywood, FL, US Winter Design Conditions Summer Design Conditions Outside db 51 OF Outside db 92 OF Inside db 70 OF Inside db 70 OF Design TD 19 OF Design TD 22 OF Daily range L Relative humidity 50 % Moisture difference 71 gr /lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 16039 Btuh Structure 31120 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (8 cfm) 157 Btuh Central vent (8 cfm) 186 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 16196 Btuh Use manufacturer's data n Rate /swing multiplier 0.97 Infiltration Equipment sensible load 30460 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2595 Btuh Ducts 0 Btuh Heating Cooling Central vent (8 cfm) 366 Btuh Area (ftz) 1201 1201 Equipment latent load 2961 Btuh Volume (ft') 9079 9079 Air changes /hour 0.58 0.30 Equipment total load 33421 Btuh Equiv. AVF (cfm) 88 45 Req. total capacity at 0.85 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Make American Standard Trade Trade ALLEGIANCE 16 Model Cond 4A7A6036B1 GAMA ID Coil 4TEE3F39A1 ARI ref no. 1104071 Efficiency 80 AFUE Efficiency 17 SEER Heating input 0 Btuh Sensible cooling 25060 Btuh Heating output 0 Btuh Latent cooling 10740 Btuh Temperature rise 0 OF Total tooling 35800 Btuh Actual air flow 1193 cfm Actual air flow 1193 cfm Air flow factor 0.074 cfm /Btuh Air flow factor 0.038 cfm /Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.91 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. —ii r , - Jz+- wrightsoft` Right - Suite® Universal 7.1.03 RS000805 2009-Mer-20 14:02:22 ACCK C:1Documents and SettingslEmestoJuarezXMy Documents\Wrightsoft HVAC\PENKWITT BLUESTREAM.rup Calc Page 1 T_s AED Assessment Date: nna 20,2009 Entire House By: ERNESTO JUAREZ TECH A.I.R INC 511 East Prospect Rd., Oakland Park, fL 33334 Phone: 954 -776 -6540 Fax: 954776 -6541 Email: emesto@techairflroida.com Web: techairflorida.com\net For: PENKWITT RESIDENCE CO:BLUESTREAM BUILDERS 500 GRAND CONCOURSE, MIAMI SHORES, FL 33138 Location: Indoor: Heating Cooling Fort Lauderdale Hollywood, FL, US Indoor temperature ( °F) 70 70 Elevation: 10 ft Design TD (°F) 19 22 Latitude: 26 0 N Relative humidity ( %) 50 50 Outdoor: Heating Cooling Moisture difference (gr /Ib) 10.1 71.1 Dry bulb ( °F) 51 92 Infiltration: Daily range ( °F) - 11 (L ) Wet bulb (° ) - 79 Wind speed (mph) 15.0 7.5 Hourly Glazing Load 9,00 8,00 7,000 t 6,000- ,000 m 5,00 o. N 4,000 3,000 2,00 1,000 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day / Ho"Y ' ,- Average / AED Amlr Maximum hourly glazing load exceeds average by 20.4 %. House has adequate exposure diversity (AED), based on AED limit of 30 %. AED excursion: 0 Btuh +iA wrightsoft- Right - Suite® universal 7.1.03 RS000805 2009 - Mar -20 14:02:22 AC cmocuments and Settings\EmestoJuarez\My Documents \Wrightsoft WAC\PENKWITT_BLUESTREAM.rup Calc Page 1 AM. Right -M Worksheet Job: 0902 -EJ Entire House Date: Mar 20, 2009 TECH A.I.R INC By: ERNESTOJUAREZ 511 East Prospect Rd., Oakland Park, fl- 33334 Phone: 954 -776 -6540 Fax: 954 -776 -6541 Email: emesto@techairflroida.com Web: techairflorida.cominet 1 Room name Entire House 2 2 Exposed wall 196.0 ft 104.0 ft 3 Ceiling height 7.6 ft d 8.0 ft heat/cool 4 Room dimensions 24.0 x 28.0 ft 5 Room area 1201.0 ftz 672.0 ftz Ty Construction U -value Or HTM Area (ftz) Load Area (ftz) Load number (Btuh/ftz - °F) (Btuhlftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P /S Heat Cool Gross N!P!S Heat Cool 6 W 13AB -Ofcs 0.183 n 3.46 5.32 353 353 1221 1877 192 192 664 1021 13AB -Ofcs 0.183 a 3.46 5.32 385 368 1272 1955 224 212 734 1128 1A -clob 1.080 a 20.41 82.67 5 0 109 441 0 0 0 0 1A -clob 1.080 a 20.41 74.61 12 0 242 886 12 0 242 886 11 UN 13AB -Ofcs 0.183 s 3.48 5:32 353 240 829 1274 192 143 496 762 1 D-c2ob 0.650 s 12.29 26.03 65 65 795 1686 0 0 0 0 1 Dc2ob 0.650 s 12.29 23.63 49 49 598 1150 49 49 598 1150 IW 13AB -Ofcs 0.183 w 3.46 5.32 385 354 1223 1879 224 216 748 1149 1A -clob 1.080 w 20.41 82.67 3 0 54 220 0 0 0 0 1A -clob 1.080 w 20.41 74.61 8 0 159 581 8 0 159 581 11 DO 0.390 w 7.37 14.88 21 21 155 312 0 0 0 0 C 1613-0ad 0.408 - 7.71 25.15 672 672 5182 16903 672 672 5182 16903 F 19A -Obstp 0.368 - 2.26 2.67 143 143 324 382 143 143 324 382 F 22Acpm 1.180 - 22.30 0.00 529 92 2052 0 0 0 0 0 6 c) AED excursion 0 0 Envelope loss/gain 14215 29547 9146 23962 12 a) Infiltration 1824 1113 1028 627 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances @ 1200 0 0 0 0 Subtotal pines 6 to 13) 1 16039 31120 101741 25049 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16039 31120 10174 25049 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Total room load 16039 31120 1 1 10174 25049 Air required (cfm) 1193 1193 757 960 Printout certified by ACCA to meet all requirements of Manual J 8th Ed.. w. igrasort Right- Suite® Universal 7.1.03 RS000805 2009 - Mar -20 14:02:22 ACCta C:tDocuments and SettingstEmestoJuarezWy DocumentslWrightsoft HVACIPENKWITT_BLUESTREAM.rup Calc Page 1 �• Right -M Worksheet Job: 0902 -EJ Entire House Date: Mar 20, 2009 TECH A.I.R INC By: ERNESTOJUAREZ 511 East Prospect Rd., Oakland Park, fL 33334 Phone: 954776 -6540 Fax: 954776 -6541 Email: emesto@techairflroida.com Web: techairflodda.com\net 1 Room name 1 2 Exposed wall 92.0 ft 3 Ceiling height 7.0 ft heaUcool 4 Room dimensions 23.0 x 23.0 ft 5 Room area 529.0 ft' Ty Construction U -value Or HTM Area (ft Load Area Load number (Btuh/ft? °F) (Btuh/ffz) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N /P /S Heat Cool Gross N/P /S Heat Coot 6 W 13AB -Ofcs 0.183 n 3.46 5.32 161 161 557 856 IW 13AB -Ofcs 0.183 a 3.46 5.32 161 156 538 828 1A -clob 1.080 a 20.41 82.67 5 0 109 441 I- G 1A -slob 1.080 a 20.41 74.61 0 0 0 0 11 W 13AB -0fcs 0.183 s 3.46 5.32 161 96 333 512 1 D-c2ob 0.650 s 12.29 26.03 65 65 795 1686 1 D-c2ob 0.650 s 12.29 23.63 0 0 0 0 13AB 0.183 w 3.46 5.32 161 137 475 730 1A - clob 1.080 w 20.41 82.67 3 0 54 220 1A -clob 1.080 w 20.41 74.61 0 0 0 0 11DO 0.390 w 7.37 14.88 21 21 155 312 C 16B -Oad 0.408 7.71 25.15 0 0 0 0 F 19A -Obstp 0.368 2.26 2.67 0 0 0 0 F 22A -cpm 1.180 - 22.30 0.00 529 92 2052 0 6 c) AED excursion 0 Envelope loss/gain 5068 5585 12 a) Infiltration 796 486 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances @ 1200 0 0 Subtotal (lines 6 to 13) 5864 6070 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 5864 6070 15 Duct loads 1 0% 0% 0 0 Total room load 5864 6070 Air required (cf n) 1 436 233 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. r wr:gf�tsoft Right-Suite® Universal 7.1.03 RSU00805 2009- Mar -20 14:02:22 ACrA C:\Documents and Settings\EmestoJuarez\My Documents \Wrightsoft HVAC\PENKWITT BLUESTREAM.rup Calc Page 2 Level 1 T , 109 cfm 109 cfm 9 cfm 09 dri A 6 cfm Job #: 0902 =EJ TECH A.I.R INC Scale: 1 :44 Performed by ERNESTO JUAREZ for: Page2 PENKWITT RESIDENCE CO:BLUESTREAM BUILD... 511 East Prospect Rd. Right -Sure® Universal 500 GRAND CONCOURSE Oakland Park, fl- 33334 2009 -Mar 201402:38 MIAMI SHORES, FL 33138 Phone: 954 - 776 -6540 Fax: 954 - 776 -6541 CADocuments and Settings\EmestoJuarez\ techairflorida.cominet ernesto @techairflroida.com Level 2 320 cfm 320 cfm 320 cfm 960 cfm Job #: 0902 -EJ TECH A.I.R INC Scale: 1 : 44 Performed by ERNESTO JUAREZ for: Page 1 PENKWITT RESIDENCE CO:BLUESTREAM BUILD... 511 East Prospect Rd. Right- Suiteiv p 7.1.03 RS U 00805 500 GRAND CONCOURSE Oakland Park, fl- 33334 2009 -Mar- 2014:02:37 MIAMI SHORES, FL 33138 Phone: 954- 776 -6540 Fax: 954 - 776 -6541 C:\Documents and Settings\EmestoJuarez\.. techairflorida.com \net emesto @techairflroida.com Duct System Summary Job: 0902 -EJ TECH, A.I.R. 1 y Date: Mar 20, 2009 Entire House By: ERNESTO JUAREZ TECH A.I.R INC 511 E ast Prospect Rd., Oakland Park, fl- 33334 Phone: 954778 -6540 Fax: 954776 -6541 Email: emesto@techairfiroida.com Web: techairflodda.com\net r ? For: PENKWITT RESIDENCE CO:BLUESTREAM BUILDERS 500 GRAND CONCOURSE, MIAMI SHORES, FL 33138 Heating Cooling External static pressure 0 in H2O 0 in H2O Pressure losses 0.04 in H2O 0.04 in H2O Available static pressure -0.0 in H2O -0.0 in H2O Supply / return available pressure -0.02 / -0.02 in H2O -0.02 / -0.02 in H2O Lowest friction rate -0.04 in /100ft -0.04 in /100ft Actual air flow 1193 cfm 1193 cfm Total effective length (TEL) 98 ft s Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk 1 h 1518 109 58 -0.04 0 Ox 0 VIFx 13.0 85.0 SO 1 -A h 1518 109 58 -0.04 0 Ox 0 VIFx 11.8 85.0 st2 1 -B h 1518 109 58 -0.05 0 0x0 VIFx 11.8 70.0 st2 1 -c h 1518 109 58 -0.04 0 Ox 0 VIFx 13.0 85.0 st1 2 c 8350 252 320 -0.05 0 Ox 0 VIFx 11.7 70.0 2 -A c 8350 252 320 -0.05 0 Ox 0 VIFx 11.4 70.0 2 -B c 8350 252 320 -0.05 0 Ox 0 VIFx 8.1 70.0 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 218 116 -0.04 0 0 0 x 0 RndFbg st2 Peak AVF 218 116 -0.04 0 0 0 x 0 VinlFlx Elm Frb2 Grill Htg Clg TEL Design Veloc Diam H x W Stud /Joist Duct Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk 0x0 436 233 0 0 0 0 Ox 0 VIFx rb1 Ox 0 757 960 0 0 0 0 Ox 0 VIFx wri 9 htsoft° Right - Suite® Universal 7.1.03 RS000805 2009 - Mar -20 14:02:23 Page 1 C:1Documents and Settings\EmestoJuarez\My Documents\Wrightsoft HVAMPENKWITr_BLUESTREAM.rup Calc r Certificate of ARI- Certified Performance The following Split System: Air - Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 4A7A6036B1 combined with Indoor Unit Model Number: 4TEE31739A1 Manufactured by: AMERICAN STANDARD, INC. under the Trade /Brand name: ALLEGIANCE 16 has been rated in accordance with ARI Standard 2101240 -2006 for UNITARY AIR - CONDITIONING AND AIR- SOURCE HEAT PUMP EQUIPMENT and is certified by the Air - Conditioning, Heating, and Refrigeration Institute to meet the following product performance ratings: Cooling Capacity (Btuh): 35800 EER Rating (Cooling): 12.80 SEER Rating (Cooling): 17.00 A following a rating Indicates a voluntary rerate of previously published data, unless accompanied with a WAS which Indicates an involuntary rerate. ARI Reference #: 1104071 Today's Date: 31312009 Status: Discontinued CERTIFIED RATINGS ARE VALID ONLY FOR THE PARTICULAR COMBINATION OF INDOOR AND OUTDOOR UNITS LISTED IN THE AIR - CONDITIONING, HEATING, AND REFRIGERATION INSTITUTE'S DIRECTORY OF CERTIFIED EQUIPMENT. VISIT WWW.AHRIDIRECTORY.ORG TO VERIFY THAT THIS COMBINATION IS AN ACTIVE LISTING AND THE DATA LISTED ON THIS CERTIFICATE IS ACCURATE. SEARCH ON THE ARI REFERENCE # TO QUICKLY LOCATE THIS COMBINATION IN THE DIRECTORY. TERMS AND CONDITIONS This Certificate shall be used for individual, personal, and confidential reference purposes only, and m be used only pursuant to the terms and conditions listed. This Certificate and the contents hereof are proprietary products of AHRI. The contents of this Certficate may not, in whole or in part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. Contained herein are product Information and certified ratings. AHRI does not endorse the product(s) listed in this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed in this Certificate AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data, listed in this Certificate. TFiCH AJA, Project Summary Job: 0902-EJ Date: Mar 03, 2009 Entire House By: .Ernesto Juarez TECH A.I.R INC 511 E. Prospect Rd., Oakland Park, FL 33334 Phone: 954-776-6540 Fax: 954-776-6541 Email: lnfo@techairflorida.com Web: techairflorida.com n r . 77 For: PATRICK & MICHELLE PENKWITT 500 GRAND CONCOURSE, MIAMI SHORES, FL 33138 Phone: 954-566-5503 Notes: Equipment: American Standard 17 SEER 4A7A6036131000A 4TEE3F39A1000A BAYHTR1410PDCC g Z Weather: Fort Lauderdale Hollywood, FL, US Winter Design Conditions Summer Design Conditions Outside db 51 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 19 OF Design TD 15 OF Dail L 'y r ange Relative 50 % Moisture difference 63 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 11590 Btuh Structure 16621 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (9 cfm) 185 Btuh Central vent (9 cfm) .147 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 11775 Btuh Use manufacturers data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 15930 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-loose Fireplaces 0 Structure 3349 Btuh Ducts 0 Btuh Heating Cooling Central vent (9 cfm) 381 Btuh Area (ft2) 1604 1604 Equipment latent load 3730 Btuh Volume (ft') 13380 13380 Air changes/hour 0.59 0.31 Equipment total load 19660 Btuh Equiv. AVF (cfm) 132 69 Req. total capacity at 0.44 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Make American Standard Trade Trade ALLEGIANCE 16 Model Cond 4A7A6036131 GAMA ID Coil 4TEE3F39A1 ARI ref no. 1104071 Efficiency 80AFUE Efficiency 17 SEER Heating input 0 Btuh Sensible cooling 25060 Btuh Heating output 0 Btuh Latent cooling 10740 Btuh Temperature rise 0 OF Total cooling 35800 Btuh Actual air flow 1193 cfm Actual air flow 1193 cfm Air flow factor 0.103 cfm/Btuh Air flow factor 0.072 cfm/Btuh Static pressure 0 in H2O Static pressure 0 H2 Space thermostat Load sensible heat r 0.82 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -Pp- vwr➢-afttspc3.ft- Right -Sultell) universal 7.1,03 RS000805 2009- Mar - 0315:24:23 ACCK Projectl.rup Calc = MJ8 orlentaltion = S Page 1 TECH AlilliltH, AED Assessment Job: 0902-EJ Date: Mar03,2009 Entire House By: Ernesto Juarez TECH A.I.R INC 511 E. Prospect Rd., Oakland Park, FL 33334 Phone: 954-776-6540 Fax: 954-776-6541 Email: info@techafrfiorida.com Web: techairtlorida.com ® Q; f R For: PATRICK & MICHELLE PENKWITT 500 GRAND CONCOURSE, MIAMI SHORES, FL 33138 Phone: 954-566-5503 111[ 0 W,1"N'Is 11 a Fill Location: Indoor: Heating Cooling Fort Lauderdale Hollywood, FL, US Indoor temperature (OF) 70 75 Elevation: 10 ft Design TD (OF) 19 15 Latitude: 26 Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (gi 10.1 62.8 Dry bulb (OF) 51 90 Infiltration: Wet bulb ( range OF () OF) - - 1 7 1 8 (L Wind speed (mph) 15.0 7.5 Hourly Glazing Load 3,500-- 3,000-- 2,500-- 2,000-- 0 o (D 1 u- - 1,001i 500-- 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day 0 Howly ,- Avenge i AED Uffft Maximum hourly glazing load exceeds average by 28.4%. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh ,� -FP- vvrilghtncillft- Right-Sufte@ universal 7.1.03 RS000805 2009-Mar-03 15:24:23 ACCK Projecti.rup caic = mi orientation = s Page 1 TECH AAA, Right -J® Worksheet Job: 0902 -EJ Entire House Date: Mar 2 By: Ernesto Juarez TECH A.I.R INC 511 E. Prospect Rd., Oakland Park, FL 33334 Phone: 954- 776 -6540 Fax: 954776 -6541 Email: info@techeir8odda.com Web: techairnorida.com 1 Room name Entire House Room1 2 Exposed wall 288.0 ft 92.0 ft 3 Ceiling height 8.3 ft d 7.0 ft heatkbol 4 Room dimensions 24.0 x 22.0 ft 5 Room area 1604.0 ft 528.0 ft Ty Construction U -value Or HTM Area (ft Load Area (ft Load number (Btuh/ft - ° F) (Btuh/ft or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P /S Heat Cool Gross N/P /S Heat Cool 6 W 12C -Osw 0.091 n 1.72 2.35 663 663 1140 1560 168 168 289 395 VN 12C -Osw 0.091 a 1.72 2.35 604 599 1030 1408 154 149 256 350 —G 1B -h1fb 1.070 a 20.22 55.41 5 0 108 296 5 0 108 296 Wi 12C -Osw r. 0.091 s 1.72 2.35 '600 535 821 1259 168 103 178 243 11 —0 1B -h1fb 1 1.070 s 20.22 23.85 65 130 1309 1544 65 65 1309 1544 W 12C -Osw 0.091 w 1.72 2.35 541 541 930 1273 154 154 265 362 C 166 -30ad 0.032 - 0.60 1.74 967 967 585 1682 24 24 15 42 F 22A -cpm 1.180 - 22.30 0.00 680 127 2832 0 528 92 2052 0 6 c) AED excursion 0 0 Envelope lossigain 8855 9021 4471 3231 12 a) Infiltration 2734 1140 731 305 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances @ 1200 5 6000 5 6000 Subtotal (lines 6 to 13) 11590 16621 5202 9996 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 11590 16621 5202 9996 15 Duct loads 0% 0% 0 0 0% 0%1 0 0 Total room load 11590 16621 5202 9996 Air required (cfm) 1193 1193 1 1 535 717 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -rka wrYghtsoft Right- Suite® Universal 7.1.03 RS000805 2009- Mar-03 15:24:23 AC A Project1 sup Calc = MJ8 Orientation = S Page 1 TECH .. -• RighW@ Worksheet Job: 0902 -EJ Entire House Date: Mar 03 2009 TECH A.LR INC By: Ernesto Juarez 511 E. Prospect Rd., Oakland Park, FL 33334 Phone: 954776 -6540 Fax: 954776.6541 Email: info@techairfiorida.com Web: techairnorida.com 1 Room name Room2 Room3 2 Exposed wall 20.0 ft .15.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heaU<ool 4 Room dimensions 12.0 x 8.0 ft 7.0 x 8.0 ft 5 Room area 96.0 ft 56.0 ft Ty Construction U -value Or HTM Area (ft Load Area (ft Load number (Btuh1W - °F) (Btuh/ft or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat FC001 Gross N/P /S Heat Cool Gross WP /S Heat Cool 6 W 12C -Osw 0.091 n 1.72 2.35 108 108 186 254 63 63 108 148 W 12C -Osw 0.091 a 1.72 2.35 72 72 124 169 0 0 0 0 1B -hlfb 1.070 a 20.22 55.41 0 0 0 0 0 0 0 0 12C -0sw 0.091 s 1.72 2.35 0 0 0 0 0 0 0 0 11 1B -hlfb 1.070 s 20.22 23.85 0 0 0 0 0 0 0 0 W 12C -0sw 0.091 w 1.72 2.35 0 0 0 0 72 72 124 169 C 16B -30ad 0.032 - 0.60 1.74 12 12 7 21 7 7 4 12 F 22A -cpm 1.180 - 22.30 0.00 96 20 446 0 56 15 335 0 6 c) AED excursion 0 0 Envelope losstgain 763 444 571 330 12 a) Infiltration 204 85 153 64 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 967 530 724 394 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 967 530 724 394 15 Duct loads 0% 0% 0 0 0% 0%1 0 0 Total room load 967 530 724 394 Air required (cfm) 100 38 75 28 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. }+ wr7gF�tBOFt Right- Suite® Universal 7.1.03 RS000805 2009 -Mar -03 15:24:23 AC Gp. Projectl.rup Cale = MJ8 Orientation = S Page 2 TECH d � = Right -M Worksheet Job: 0902 -EJ Entire House Date: Mar 03, 2009 By: Ernesto Juarez TECH A.I.R INC 511 E. Prospect Rd., Oakland Park, FL 33334 Phone: 954776 -6540 Fax: 954 -776 -6541 Email: info@techairflorida.com Web: techairflorida.com 1 Room name Room6 Room? 2 Exposed wall 90.0 ft 27.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cDol 4 Room dimensions 24.0 x 21.0 ft 1.0 x 173.0 ft 5 Room area 504.0 ft 173.0 ft Ty Construction U -value Or HTM Area (ft Load Area (ft Load number (Btuh/ft - °F) (Btuhfft or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P /S Heat Cool Gross N/P /S Heat Cool 6 W 12C -Osw 0.091 n 1.72 2.35 216 216 371 508 0 0 0 0 VII 12C -Osw 0.091 a 1.72 2.35 189 189 325 445 135 135 232 318 —0 1B -hlfb 1.070 a 20.22 55.41 0 0 0 0 0 0 0 0 11 � 12C - Osw 0.091 S 1.72 2.35 216 216 371. 508 108 108 186 254 1B -hlfb 1.070 S 20.22 23.85 0 0 0 0 0 0 0 0 W 12C -Osw 0.091 w 1.72 2.35 189 189 325 445 0 0 0 0 C 16B -30ad 0.032 - 0.60 1.74 504 504 305 877 173 173 105 301 F 22A -cpm 1.180 - 22.30 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 0 Envelope loss/gain 1698 2782 523 873 12 a) Infiltration 920 384 276 115 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 2618 3166 798 988 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2618 3168 798 988 15 Duct loads 0% .% 0 0 0% 0% 0 0 Total room load 2618 3166 798 988 Air required (cfm) 1 269 227 1 82 71 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. r�r wrigF�tmo Right- Suite® Universal 7.1.03 RS000805 2009 - Mar -03 15:24:23 AC�GA Projectl.rup Calc = MJ8 Orientation = S Page 3 TeCH AJAzl Right -M Worksheet Job: 0902 -EJ Entire House Date: Mar 03, 2009 TECH AAA INC By: Emesto Juarez 511 E. Prospect Rd., Oakland Park, FL 33334 Phone: 954776 -6540 Fax: 954776 -6541 Email: lnfo@techairflorida.com Web: techairflorida.com 1 Room name Room8 Room9 2 Exposed wall 26.0 ft 11.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heal/cool 4 Room dimensions 12.0 x 14.0 ft 5.0 x 6.0 ft 5 Room area 168.0 ftz 30.0 ft' Ty Construction U -value Or HTM Area (ftj Load Area (ft') Load number (Btuh/ft? °F) (Btuh/ftl or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N /P /S Heat Cool Gross WP /S Heat Cool 6 W 12C -0sw 0.091 n 1.72 2.35 0 0 0 0 45 45 77 106 W 12C -Osw 0.091 a 1.72 2.35 0 0 0 0 54 54 93 127 l�--G 1B -hlfb 1.070 a 20.22 55.41 0 0 0 0 0 0 0 0 W 12C -Osw 0.091 s 1.72 2.35 108 108 186 254 0 0 0 0 11 �- G 1 B -h1 fb 1.070 s 20.22 23.85 0 0 0 0 0 0 0 0 W 12C -Osw 0.091 w 1.72 2.35 126 126 217 296 0 0 0 0 C 16B -30ad 0.032 - 0.60 1.74 168 168 102 292 30 30 18 52 F 22A -cpm 1.180 - 22.30 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 0 Envelope loss/gain 504 843 188 285 12 a) Infiltration 266 111 112 47 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 770 953 301 332 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 770 953 301 332 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Total room load 770 953 301 332 Air required (&n) 79 68 31 24 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 1 r�r- wragr.tasort Right -Sulte® Universal 7.1.03 RS000805 2009- Mar-03 15:24:23 ACZK Projectl.rup Calc = MJ8 Orientation = S Page 4 TECH MA's - ' 4 1 Right -J® Worksheet Job: 0902 -EJ Entire House Date: Mar 03, 2009 TECH AAA INC By: Ernesto Juarez 511 E. Prospect Rd., Oakland Park, FL 33334 Phone: 954776 -6540 Fax: 954776 -6541 Email: info@techairflorida.com Web: techairflorida.com 1 Room name Room 10 2 Exposed wall 7.0 ft 3 Ceiling height 9.0 ft heat/cool 4 Room dimensions 7.0 x 7.0 ft 5 Room area 49.0 ft' Ty Construction U -value Or HTM Area (W) Load Area Load number (Btuh/ft? °F) (Btuh/ft or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P /S Heat Cool Gross WP /S Heat Cool 6 W 12C -Osw 0.091 n 1.72 2.35 63 63 108 148 Wi 12C -Osw 0.091 a 1.72 2.35 0 0 0 0 --G 1B -hlfb 1.070 a 20.22 55.41 0 0 0 0 Yj 12C-0sw 0.091 s 1.72 2.35 0 0 0 0 11 `C 1B -hlfb 1.070 s 20.22 23.85 0 0 0 0 W 12C-0sw 0.091 w 1.72 2.35 0 0 0 0 C 166 -30ad 0.032 0.60 1.74 49 49 30 85 F 22A -cpm 1.180 - 22.30 0.00 0 0 0 0 6 c) AED excursion 0 Envelope loss/gain 1 138 233 12 a) Infiltration 72 30 b) Room ventilation 1 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances @ 1200 0 0 Subtotal (tines 6 to 13) 210 263 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 210 263 15 Dud loads 0% 0% 0 0 Total room load 210 263 Air required (cfm) 1 221 19 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. r wrogr.tsofc Right -SufteO Universal 7.1.03 RSU00805 2009 - Mar -03 15:24:23 AM , , Projedl.rup Cale = MJ8 Orientation = S Page 5 1 ST FLOOR Room 1 Room2 Room3 Agugg Job #: 0902 -EJ Scale: 1 :42 Performed by Ernesto Juarez for: TECH A.I.R INC Pa e 1 PATRICK & MICHELLE PENKWITT 511 E. Prospect Rd. Right - Suite® Universal 500 GRAND CONCOURSE Oakland Park, FL 33334 7.1.03 RS000805 MIAMI SHORES, 6- Ph 954776-6540 Fax: 954776-6541 .2009-Mar-03 15:24:37 7 Phone: 95458 &5503 503 one: 1 techairflorida.com info @techairflorida.com 2ND FLOOR Room7 Room8 Ro m6 Room 10 Room9 r t Job #: 0902 -EJ TECH A.I.R INC Scale: 1 : 42 Performed by Ernesto Juarez for: Page 2 PATRICK & MICHELLE PENKWITT 511 E. Prospect Rd. Right Suite® Universal 500 GRAND CONCOURSE Oakland Park, FL 33334 7.1.03 RS000805 MIAMI SHORES, FL 33138 \ 2009- Mar -03 15:24:37 Phone: 954-566-5503 Phone: 954776 -6540 Fax: 954776 -6541 Projectl.rup techairflorida.com info @techairflorida.com pp Inspection Worksheet Miarri Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ....... -------- ------------ .................... ---------- ................................................................. . .. . ........... . . . .. ............. . . ................. r ........ . ....... t ---- Scheduled Inspection Date: March 02, 2009 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Rough Owner: PENIKWITT, PATRICK Work Classification: Addition/Alteration Job Address: 500 GRAND CONCOURSE Miami Shores, FL 33138-2465 Phone Number Parcel Number 1132060171440 Project: <NONE> Contractor: TECHNICAL AIR SERVICE CORP Phone. (954)776-6540 Building Department Comments Inspector Comments Passed Failed Correction Needed ❑ Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 27, 2009 Page 3 of 22 Miami Shores Village Aih pormit 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795- 2204� IPRV9 �toR� ,� Expiration: 21120 Project Address Parcel Number Applicant 500 GRAND CONCOURSE 1132060171440 PATRICK PENKWITT Miami Shores, FL 33138 -2465 Block: Lot: Owner Inform Address Phone Cell PATRICK PENKWITT 500 GARND CONCOURSE MIAMI SHORES FL 33138 -2465 Contractor(s) Phone Cell Phone Valuation: $ 10,000.00 TECHNICAL AIR SERVICE CORP (954)776 -6540 Total Sq Feet: p Tons: Available Inspections: Additional Info: GARAGE ENCLOSURE Inspection Type: Classification: Residential ventilation Approved: In Review Final Comments: Date Approved: In Review Rough Date Denied: Type of Work: Hood Rough Duct Smoke Test Smoke Det Test Fees Due Amount Total Amt Paid Amt Due CCF $6.00 Education Surcharge $2.00 $ 0.00 $ 0.00 $ 0.00 Notary Fee $5.00 Permit Fee - Additions/Alterations $350.00 Payment Type: Scanning Fee $3.00 Technology Fee $8.75 Total: $374.75 CK�I MIAMI � R ®S VILLAGE In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, 1 authorize the above -named contractor to do the work stated. December 23, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Tuesday, December 23, 2008 1 Miami Shores Village Building l [x27'0- '0.5 2298 g Department � 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 By.-- Tel: (305) 795:2204 Fax: (305) 7-56.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. - FBC 2004 Permit Type Mechanical Owner's Name (Fee Simple Titleholder) P AI Opt 1Tr Phone # _�� - ?��,. �-y9 Owner's Address City Al&tl f /i14,'� State h -lout Zip — -3 Tenant/Lessee Name - / Phone # E -MAIL: T/Llc�C �°/'N`l T7 �- c . C 0 /Id Job Address (where the work is being done) ��,g„l ®.y e.//tSf, City Miami Shores Village County Miami -Dade Zip a FOLIO / PARCEL # 3 ZO G 2 Is Building Historically Designated YES NO �C Contractor's Company Name . ,,rr�� ` � 'sue. B•>R •�� - p Y °t� K� Et gL Q — �a Ru _ Phone # _� S'�l • 1 `Z �7 a - 4oG; Contractor's Address 5 1 L AE City State Zip ' 3333'Y Qualifier Name State. Certificate or Registration No tt Certificate ofCompetency'No. E- MA I L: c ( 0P.=L-- = r" Architect/Engineer's Name (if applicable) 21' �5 Ce,7 P one # Value of Work For this Permit $ /®; ®®® Square / Linear Footage Of Work: go C> $ 1 Type of Work: ❑Addition ❑Alteration New ❑ Repair /Replace ❑ Demolition r Describe Work: �'Z•2 /O / p (/ S ML-l� \ �'• ��' Y�9ciraciY�xxYxxuxdzdrdtx9tohxe4etruxxs0& deYvY4e�i& eYdiFee$ aYxoYxdr�YsYxuoYxdedexaYnY4ex�xsYxxoYfraYeexx4rYaeko :kxeee4a4xxcYx '1 Submittal Fee $ _ 5 6 - 0 Permit Fee $ 1, U CCF $ CO /CC Notary $ Training /Education Fee $ Technology Fee -$ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enfor t $ ® ouble Fee $ Structural Review. $ 1 A Fee Now Due $ See Reverse side MIA, l f 11 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: 1 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 $2500, the applicant roust promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner Ir Agent Contractor . The fareg ing instrument was ackn t d befor m t is 1 p The foregoing instrument was acknowledged before me this t day of , 20�, b t 1 svlWaY o , 20 G$, by $�R,Qc+"U' ho is personally known tome or who has produced Bona 1y k wn to me or who has produced LI As identification and who di�,take an oath. as identification and who did take an oath. "=ARXPUBLIC: ' ®��y`�,� NOTAR B C: Sign: Print: C '� 4 `. ¢�'. �,� he r PueV * C i �¢ Z v►�c. ---- -- •, q a ® 'o ., z o My Commission Expires: 9 Commission Expires: oto t 9-a ux4t9roY xxs4drYxxxk�c& eYxdeuotxxa�AtbA�, �oYxxxeedzxoYda $r4edexxxieY xxeeu�xxxxxuxse& r' exxuxxdcxxrntazu, 4 ,tx�ex'xxxsYx &xu+4,4xxxdntxrYeY 4� APPLICATION APPROVED BY: Plans Examiner Engineer 7,oning (Revised-02/08 /06) ORES evil BUILDING DEPARTMENT �4ORI`flp IbOSO N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE: (30S) 795 -2204 FAX: (305) 756.8972 Review Comments for Mechanical Processor Job Address: Permit No:. Reviewer: Contractor: Phone No: Date: Dd I Only the items preceded by an (x) must be corrected. ( ) I Need HVAC design schedule Miami Dade County Chapter 8. ( ) 2 No combustible in plenums. FBC -M 602.2.1. ( ) 3 Auxiliary and secondary drain systems required. FBC -M 307.2.3. ( ) 4 Air handler shall be mechanically attached to air system. FBC -M 603.7. ( ) 5 Equipment on roof over 16' require permanent access. FBC -M 603.5 ( ) 6 Need balanced return air. FBC -M 601.4. ( ) 7 Provide return air in bedroom and I" undercut door. FBC -M 601.4. ( ) 8 Bathroom shall have window (3 square feet) or be mechanically ventilated. FBC -M 402.3.1. ( ) 9 Condensate drain need to be 3/4 "in diameter larger. FBC -M 307.2.2. ( } 10 Air handling units in attics must meet all the requirements of . (show Notice to Homeowner) FBC -M 306.3. ( ) I I Dryer vent shall not be longer than 25'. FBC -M 504.6. if not provide manufacturer's spec of dryer. ( ) 12 Outside air intake shall not be located closer than 10' from any hazardous or noxious contaminant. FBC -M 401.5. ( ) 13 Outside air required. FBC. -M 403.2 ( ) 14 Smoke detector required in system greater than 2000 C.F.M. FBC -M 606. ( ) 15 Fire damper required. FBC -M 607.1.2. ( ) 16 Mechanical equipment shall be designed and installed to resist wind pressures. FBC -M 301.13. ( ) 17 Appliance must be protected from damage. FBC -M 303.4. ) 20 Guards shall be provided to equipment located within 10' of edge of roof. FBC -M 304.10 ( ) 21 Miami Dade Fire approval for kitchen hoods and fire system required. Miami Dade Fire (�) 22 Heat Load calculations required Miami Dade County Chapter 8 & FBC -M 312.1 f� 23 Energy calculations Miami Dade County Chapter 8 & FBC -M 312.1 0) 24 Other (,i Comment Sheet Mechanical Page _ of _ 07/04R1.0 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax• (305)756 -8972 _ eturn to: Miami Shores Village Invoice Number: RC-3 -09 -34202 10050 N.E. 2nd Avenue Invoice Date: March 11, 2009 Miami Shores, FL 33138 -0000 Permit Number: RC -11 -07 -2404 Bond Number: Bill To Comments: PATRICK PENKWITT 500 GARND CONCOURSE MIAMI SHORES, FL 33138 -2465 Date Fee Name Fee Type Fee Amount 04/07/2009 Plan Review Fee (Engineer) Calculated $60.00 04/14/2009 Revision Fee Calculated $75.00 04/14/2009 Scanning Fee Calculated $6.00 03/11/2009 Plan Review Fee (Engineer) Calculated $60.00 Total Fees Due: $201.00 Payments Date Pay Type Check Number Amount Paid Change 04/15/2009 Credit Card $201.00 $0.00 Total Paid: $201.00 Total Due: Wednesday, April 15, 2009 Miami Shores Village Building Department MOM N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING RECEIVE ® Permit No. PERMIT APPLICATIO A oog Master Permit No. FBC 2004 Permit Type (circle): uild' Roo Owner's Name (Fee Simple Titleholder) 6- r&) 4 1t PeA..)AW1 fr Phone# 3 C7,:!�_ -'��s Owner's Address (�Q A C0" 5' m City 1 4d j S 40 0 e5 State e t " A zip -3 3 )39 Tenant/Lessee Name Phone # Job Address (where the work is being done) _r, G - PZ4-,c. J a 'emu -q S e City Miami Shores Village County Miami -Dade zip FOLIO / PARCEL # P /Yc/ Is Building Historically Designated YES NO __� - _ Contractor's Company Name rjK - P,� 9�/ 1a _eA f Phone # 9�y "4- _ Contractor's Address OV 0 3 6 X E E14 7 x City (_9h-k_ j t A-J P-4-ft/1 ✓G Qualifier Name Phone # 9TY - S6 " 65 State Certificate or Registration No. C Cre O / Ye y Certificate of Competency No. Architect/Engineer's Name (if applicable) 5 T 0_0e4 tL Phone # 9S Value of Work For this Permit $ 6 0 lq7 lf Square /Linear Footage Of Work: Type of Work: DAddition n&teration ONew [� , Rep�iF/Relace ❑ Demolition Describe Work: AI A y en / Cf e - )k A i 5 Olt ,✓P�v C�acan — ® . S 1 e�-P drdrsk4r4e &YY9adnkaeaiakakdrdrrkatr;,; - -� dr ar �`.k � ,�` =.da .� * ' dc�r�rarar�e�r+ rdatadraYafaaladrsY�adr�r�r�iakaY�adedr�rdaskatadralr+r Submittal Fee $ Permit Fee $ j CCF $ C OICC Notary $ Tmining/Education Fee $ Technology Fee $ Scanning $ (I' 1 Radon $ DPBR $ Zoning $ Bond $ Code Enforcem le Fee $ Structural Review. $ 100 I Fee Now Due $ 0 0 l +0 AP i � See Reverse side -� SWI MIA SHORES VILLAGE 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 cert jfted 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 7�- �'-- -- Owner r Agent Contra or The foregoing in ent was acknowledged before me this 4i The foregoing instrument was acknowledged before me this i day of Jti(A �r . , 2044, by day of 20�, by wh9 is.ersanalTy own o me o ho has produced personally kno me or who has produced As identification and who did take an oath. as id an & dI NOTARY PUBLIC• NOTAKI 5 ` L J", i• L u1upA NOTA:7 a' Sharon L Furtado Atllle B18]CMM Q My Commission DD516594 Aa Commission # DD495143 of Expires 02/0912010 NOV. 30, 2009 Sign: , Inc. Sign: i - Print: t°® efN �� ,- �C,a,,�, Print: `N My Commission Expires: 1 i 1 '3I My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10/07) L OCA TION MAP MAP CAF SURVEY � � � � � � F x ��S � ,� NOT TO SCALE GRAPHIC SCALE ` N V? F 30 0 15 30 �1 IN FEET A 1 inch = 30 ft F € Lp y .. b -� •.. '2 -.R\ ^{i \ �� \Y� Al R O 9 v € F + r -,.� =e � c �`'" h - � \ 1 oJ !� �?f�t:a :: • 'O �i� �F�a�z �s s t � C€� a � "i � fit'. E � s� E �'j r� � < <n� -_ _ •� \ $• �{ a G tS. 'I � � V � S � z . € .�. � a e '. 4� '. 4 7 �aA `A LOTS 11 & 12 OF BLOCK 97 OF AMENDED PLAT OF MIAMI SHORES � ti °. �9�, SECTION No. 4 ACCORDING TO THE PLAT THEREOF AS RECORDED IN 09 PLAT BOOK 15 AT PAGE 14 OF THE PUBLIC RECORDS OF MIAMI -DADE �� h . -� a9yo �a ��' �` a g• o °i COUNTY, FLORIDA. QTYADDRES s �y �,s o s ' ap G ' � 0 y � - 6 a� 81IRVP 0=8 NOTES FOLIO No. 11- 3206 - 017 -1440 § �al� 9c F °-Q O�y • G pa fi OWNERSHIP IS SUBJECT TO OPINION OF TITLEE, 500 GRAND CONCOURSE 0 V °��o ° MIAMI SHORES, FLORIDA 33138 LEGAL DESCRIP77ON PROVIDED BY CLIENT. o 10 9f t p,t OWNERSHIP OF FENCES WAS NOT DETERMINED. ✓� c �� ooh a '.o"� �G LJ 0' 54 { `' o °' v P o 5 ' / �'• 5 EXAM /NATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO C B771F1� TO E ` rte. ti� �h . ' :,: a c1'QP d • o" ` ; / ° doc a - PATRICK PENKWITT AND MICHELLE DE RGUEREDO NAVES "�•r?y� °'�`so9 ti� `G��a1P s Pd� J o` ° t� / °°o DETERM INE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY . u� sA GQ��1 �. 4 / THERE MAY BE ADDl710NAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND !N THE PUBLIC RECORDS OF THIS COUNTY. j I Q';� °3 BEARINGS AND NORTH ARROW DIREC77ON SHOWN HEREON ARE BASED ON ALL BEARINGS AND DISTANCES SHOWN HEREON ARE y .�.z ° ; // 9� 0� AN ASSUMED MERIDIAN OF S 4576'22" E ALONG THE CENTERLINE OF RECORD AND MEASURE UNLESS OTHERWISE NOTED. `3�•�, �� 1i�`, >> N.E. 5th AVENUE. ELEVA77ONS SHOWN HEREON ARE BASED ON THE NA77ONAL GEODE77C VERTICAL DATUM OF 1929, AND A BENCH MARK SUPPLIED BY THE ASSFEM770NP3 Al1m s ', / �� PUBLIC WORKS DEPAR77dENT OF MIAMI -DADE COUNTY, FLORIDA. LEA �° - �: O = DENOTES WATER METER ` ` /P�`pd BENCH MARK: N 8.11 -603 -R ELEVATION: A/C = DENOTES A/R COND1770NING UNIT 4 � °0{6 FLOOD ZONE.• X COMMUNITY 120652 PANEL: 093 C.B.S. = DENOTES CONCRETE BLOCK STUCCO DATE OF FIRM: JULY 17, 1995 SUFFIX J ELEVA770N. NOT DETERMINED (M) = DENOTES MEASURE THIS BOUNDARY SURVEY WAS PREPARED IN ACCORDANCE WITH THE MIN /MUM (R) = DENOTES RECORD TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND R/W = DENOTES RIGHT -OF -WAY: SURVEYORS AND MAPPERS PURSUANT TO SECTION 472.027 FLORIDA = DENOTES CENTERLINE STATUTES AND TO CHAPTER 61G17 -6 OF THE FLORIDA ADM /NISTRA77ON CODE. P.B. =DENOTES PLAT BOOK PG. = DENOTES PAGE ( ERZEM4 FIELD DATE OF SURVEY 10- lJ -�07 =DENOTES WOOD —� =DENOTES OVERHEAD WIRE P(WSM, LLC La No. =5 !HEREBY CERTIFY THAT THIS BOUNDARY SURVEY WAS PREPARED UNDER MY DIRECT SUPERVISION AND THAT IT IS TRUE AND CORRECT TO THE BEST OF = DENOTES CATCH BASIN MY KNOWLEDGE AND BELIEF PROFESSIONAL SURVEYORS AND MAPPERS ® = DENOTES FOUND IRON PIPE (NO 1D.) 5900 N.W. 79th AVENU& SUITE # 235 DORAI, R. 33166 PHONE (305) 463 -0912 FAX (305) 463 -091 D =DENOTES DIAIMETER R UL SCI ERDO, P.S.M. RVEYOR AND MAPPER BOUNDARY SURVEY PROFESSIONAL SCI H = DENOTES HEIGHT No. 6099, STATE OF FLORIDA C = DENOTES CANOPY NOT VALID WITHOUT THE SIGNATURE AND 7HE ORIGINAL RAISED SEAL OF A DATE DRAWN BY SCALE JOB No. FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES 10 -17 - 07 DAVH 1 � =30 0710- 00018 -001 IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFIC OMB No. 1660 -0008 Federal Emergency Management Agency . .. • • • • • • _, � Expires February 28, 2009 Natio?mal Flood' Insurance Program ; • • Tipojtart: Rp ti. instructions on pages 1 - 8. C.O.R. = 9 .94 FEET 6- 0002635 -2 : .S9CTIQN;k- P1tQftRTYIN I~�Irtt �� Iro��ma�1�f � Al. Building Owner's Name PATRICK PENKWITT A2. Building Street Address (including Apt!, �1nR,S�Qte�n% la q)''" PO; -dean Box NUM 500 GRAND CONCOURSE : •• � ' • • • • City ZIP Code MIAMI SHORES FL 33138 A3. Property Description (Lot and Block Number T a I r at, s on, etc.) Folio#: Lot 11 & 12, Block 97, of AMEN1 Pt4' O 4 C ON NO.4, according to the plat thereof as recorded in Plat Book 15, Page 14, of the pu4i'j I on, Florida. A4. Building Use (e.g. Residential, Non- ResidbAtial,eA ` o ", et4m SIDENTIAL A5. Latitude/Longitude: Lat. 25* 51 ' 52 5 " Long. . P 0 ° h � ' 17 . Horizontal Datum: NAD 1927 ❑X NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 1265.0 sq ft a) Square footage of attached garage 24 0.00 sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade 8 walls within 1.0 foot above adjacent grade 1 c) T otal ne a of fl op ening s in A 8.b 1089.0 sq in c) Total net area of flood openings in A9.b 864.00 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name 63. State MIAMI SHORES 120652 MIAMI - DADE FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025CO093 J 03/02/1994 07/17/1995 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. [:]FIS Profile [E FIRM Community Determined Other (Describe): Bl 1. Indicate the elevation datum used for BFE in Item B9: ONGVD 1929 E]NAVD 1988 F1 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes QNo Designation Date: CBRS [:]OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. 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. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item AT Benchmark Utilized DCBM # N -603 -R Vertical Datum NGVD 1929 Conversion/Comments N/A Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 12.10 ❑X feet meters (Puerto Rico only) b) Top of the next higher floor 13.25 [!]feet nmeters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V zones only) N/A ❑X feet Flmeters (Puerto Rico only) d) Attached garage (top of slab) 9.76 [!]feet Flmeters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 10.10 FX feet meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 11.10 ❑X feet nmeters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 11.63 [!]feet meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. #5204 10 / 10 / 2 0 0 7 XQCheck here if comments are provided on back of form. Certifier's Name J IBARRA License Number 5204 Title PROFES I4L AVEYOR Company Name NOVA SURVEYORS, INC. Address City State ZIP Code 5582 N.W. � TH J T A ET , UITE 202 MIAMI FL 33126 Signature 141 Date Telephone 10/10/2007 (305) 264 - 2660 FEMA Form 81-314february 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. 6- 0002635 -2 For Insurance Compap y Use: Building Street Address (including Apt., Unit, Suite and/or Bldg. No.) or P.O. Roule.and.Box No. • • • • • • Policy Number 500 GRAND CONCOURSE i i i i i �° City State 11P f0de • orri n NAIC Number MIAMI SHORES FL ••• 0 • • • • 33138 • y SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insutVice JgPnt/EAg4ny-. alSd q) Ouiltiing"Wer. Comments ' • ' ' Section C 2(e) lowest elevation machinery ii ;h; A / �.J O : .•: .:• Crown of Road Elevation = 9.94 Feet Signature Date ; ; .'; ; : 10/10/2007' ••• - * • ' • •• Check here if attachments SECTION E - BUILDI G ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. in Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grate (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is feet meters above or below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is feet meters nabove or below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is feet meters above or below the HAG. E3. Attached garage (top of slab) is Ofeet meters above or below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is feet meters above or nbelowtheHAG. E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? E]Yes [ F] Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners 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. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name PATRICK PENKWITT Address City State ZIP Code 500 GRAND CONCOURSE MIAMI SHORES FL 33138 Signature Date Telephone Jmments E] 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. Check the measurement used in Items G8 and G9. G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by 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 FlSubstantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: feet meters (PR) Datum: G9. BFE or (in ZONE AO) depth of flooding at the building site: feet meters (PR) Datum: Local Official's Name Title Community Name Telephone Signature Date Comments [] Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions • • • • • • • • • •:• 66It�in b Rhotographs 6- 0002635 -2 See Instructions for Item A6. For insurance Company Use: Building Street Address (including Apt., Unit, Suite and /or Bldg. No.) or P.O. Route and Box No. Policy Number 500 GRAND CONCOURSE •. ••• •'• .e' ••• ••. City • • • • •States • • ZIP Code Company NAIL Number MIAMI SHORES •0• ;•e ••s ' '•' 33138 •e ••i may. AR t �a '.. �w=a Front View Date of Photograph: 10/10/2007 i a F Rear View Date of Photograph: 10/10/2007 . .. .. . . . .. .. . . . . . . . . . . . ,;, �t�ildin� Rhotographs 6- 0002635 -2 Continuation Page For Insurance Company User Building Street Address (including Apt., Unit, Suite and /or Bldg. No.) or P.O. Route and Box No. Policy Number 500 GRAND CONCOURSE •s ••• •�• i� ••• �� City • • • * •Stat( • • ZIP Code Company NAIC Number MIAMI SHORES •i• i•• ••® • • • FL 33138 � � s x s w r "Y Left Side View Date of Photograph: 10/10/2007 1 mr r Right Side View Date of Photograph: 10/10/2007 t^y k T T � -1 7, K FROM :BLUESTREAM-BUILDERS FAX NO. :9545665807 Nov. 25 2008 B Y - - - -- Shoms Village i Id in g D epa rtua en t vii i& 10050 KK ?''Avenue, MiRml Shores, PI 3313H rei: 305-795.2204 * Fax: 305-756-8972 N ` MI/tMISHP VILL &G UYLDI i)F—F--MP�J,O—yr4ENTA3SEE(.'IAT,IN PECTOiQ W)l LHIN 11-!DJ.2.1DA 4WILDINO I (We) have been rotainod to parform Special Impactorqat-vires under the Florida Bujldijfg'Eo at address} ct Rs) It 1 60 40 - Miami .Shores, as of 2 j LO cot or m a registered Archit � X (date a r licensed in the Stato of Florida. , PBRN4TT WIM11U. X 19pilcial inspectni for Reinforced Unit Masoluy, FTIC 2122.4 U Special 1-11spector for Trusses over 35 Ft. Long or 0 Ft. High., FBC 2319,17.2.4.2 CJ Special 111s POCtOr for Lgtccl 001 111ectiotls, FBC 2218,2 P Special Inspector for Soil Cornpaotion, FBC MOJA D Special Inspector for Precast Units & Attachmems, FBC 1927.12.2 n Special Inspector for Pilitigs, FB( 1822.1.20 11 Special Inspector for NOTE: apply The 150110 Individ omployed by this firm or in:6 a - to auftrizod to perform inspections. 2. 3. jod 1 . two) understand that 4 spoolol 11upwi h 10 9 for cacti building must be displayed in a conyonled IWWOD an PrImme by the Miami Shores Building ncpam*nj llw*ar. All ftmduary japee"o LM ON, for must be Por&nnM by Miami Shores. The buliaing iu#pwtlnns moat bt) GA14d ibr W, no, as raqvlM by the Plndda Bufldb* Code, Ad -Wdfil Inspulor hired by ilia Owwr are 10-4d4doajo– dwe m—andmoly imp randatury Inapmflons, jAjpSgjjd b m -- cabaperfamiedby the fiWjdhwDapapjffi0hj. r bafom Uftlar ea Bul DqwUmt4t the time of my knowledge, 'In I �iion'ol M sea ted belief We P 10, "Jo 4 nt thos Parflam of the above . IdIng Code and am in a U L �� Mm nw Emthe o PPwrl lao � 4 plans. rx Name Sighe U Da Phone No. d • A qi9ned and Real -2-6 t Addres "7 00 : 0 0000 0 0 Florida Lteaase NO: p 0 /: C 2. :0 0 09049 0• • :0004: • 00, 0 • 0 f a r i i I 8888.. • • • •099 9 y Penkwitt Residence 8888 '� Cw 0 5 "9� a'' l�1/AC Load Calculations •. ' 8888 m.. . .. . . •o. 8009 . BY: - - -� i . 89•��' .•9• • 9 • • .•9. 9 •• • •9 9 • • • • •9 9 HVA PERMIT # ■ GM- 9A + Miami S`lores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY PULES AND REGULATIONS Rhvac - ResWe�ttlal & Llght Comaiem al NVAC Loads Elite Software Deveippnent, Inc. I Penicaritt Residence i Pro 6d Report General Prolect Information !*Goes Project Title: Penkwitt Residence . ' Project Date: Wednesday, June 13, 2007 ...... . .. ...... Design Data •; Reference City: Miami, Florida Daily Temperature Range: Medium • • • • • • • • • • • • • Latitude: 25 Degrees ...... ... ..... Elevation: 10 ft. • •' • •' ' • •' • • • • • • Attitude Factor. 1.000 ...... .' Elevation Sensible Adj. Factor. 1.000 • • • • • • • • • • Elevation Total Adj. Factor: 1.000 • • • • •' Elevation Heating Adj. Factor. 1.000 a . . . Elevation Heating Adj. Factor. 1.000 .. . Outdoor Outdoor Indoor Indoor Grains Winter � Bul Wet Bulb Rel.Hum ft Bulb Difference 46 0 30 72 -2 Summer. 91 78 50 75 59 Cf�edc Fi es Total Building Supply CFM: 391 CFM Per Square ft.: 1.050 Square ft. of Room Area: 372 Square ft. Per Ton: 406 Volume (ft) of Cond. Space: 2,976 Air Turnover Rate (per hour): 7.9 Buildi Loads Total Heating Required With Outside Air. 8,497 Btuh 8.497 MBH Total Sensible Gain: 8,588 Btuh 78 % Total Latent Gain: 2,417 Btuh 22 % Total Cooling Required With Outside Air: 11,007 Btuh Notes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. r Rhvae - Reelderdlal & UgM Commercial HVAC Loads Ewe SoMbNare Development, I= Penkwiit Residence) Load Preview Report Sens Let Net Sens Win 0 Sum Scop@ Area Gain Gain Gain Loss CFM CF Buildin : 0.92 Net Tons 0.95 Recommended Torts 390 ft. 8.50 MBH Heati 000000 • • • • • • • Building 372 8,589 2,417 11,007 8,497 89 ... ;3M 394 • stem 1:0.92 Net Tons 0.95 Recommended Tons 390 ft. 8.50 MBH HeafiLig • 110 • 00 00 • System 1 372 8,589 2,417 11,007 8,497 89 • • %1 Me '' :' Duct Loads 913 214 1,128 1,661 00 �•� 0000 Zone 1 372 7,676 2,203 9,879 6,836 89 0 0 3 0 91 %1 0 Home Office 372 7,676 2,203 9,879 6,836 89 : " 3 39'1 . . .... .... . I C:1Program Files\Elite\Rhvac w\Projects\PENKWITT FOR 21.rhv a Rhm - Reshisrrilai & U91A Conanercial HVAC Loads El to 3oftarare Developmeni, Inc. Penlo�vitt Residence I System 1 Total Load Component Area Son Loss jat fan • • • Tatal . 1A-hm : Glazing- Single pane, operable window, heat Qu57 1,881 . d.. •. 4,168 • 4,71V . absorbing, metal frame no break 13A -4ocs: Wall - Block, hard insulation only, R -5 314 1,274 �.0... 7 .. • insulation, open core, stucco finish . 16B -30: Roof/Ceiling -Under attic or knee wail, Vented 372 174 0� 3� _ • Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R -30 • • • • • • • • • • • insulation • • • • • • • 22A -ph: Floor -Slab on grade, No edge insulation, no 49 1,730 • 0 . " a ' insulation below floor, any floor cover, passive, heavy 0 0 . • • • • • moist soil • • •• • Subtotals for structure: 5,971 0 6,716 6,716 People: ' 0 0 0 0 Equipment: 0 0 0 Lighting' 0 0 0 Ductwork: 1,661 214 913 1,128 Infiltration: Winter CFM: 30, Summer CFM: 55 865 2203 960 3,163 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 1 Load Totals: 8,497 2,417 8,589 11,007 Check Fk iures Supply CFM: 391 CFM Per Square fL: 1.050 Square ft. of Room Area: 372 Square ft. Per Ton: 406 Volume (" of Cond. Space: 2,976 Air Turnover Rate (per hour): 7.9 System Loads Total Heating Required With Outside Air: 8,497 Btuh 8.497 MBH Total Sensible Gain: 8,589 Btuh 78 % Total Latent Gain: 2,417 Btuh 22 % Total Cooling Required With Outside Air. 11,007 Btuh Notes Calculations are based on 8th edition of ACCA Manual J. All Computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. APPENDD(13 -D FORM 800G)4R IF FLORIDA ENERGY EFFICIENCY CO FOR BUdDING CONSTRUCTION • • • • • • • • L6ntted Metlrod C • • dKViH 7 8 8 • • • • • • Small Additions, Renovations & Building s • • • • Compthmos with Method C d Sub-Chapter B of the Flodda Enrgy EtBdeacy Code may be demonahrated by the use of Form 6ODC-04 for addlJoas of SDp aquar� • • • • • • • • manufactured homes, and renovatic s to single- and mulUpe -famfly residences. A6emadve methods are provided for additm by use of Form 600B-D4 or BAR � • • • • • • • PROJECT NAME: PENKVK f RESIDENCE BUILDER • • AND ADDRESS: CONCOURSE Pi?2IAIiTING CLiAAATE i • • • • 0 KM SHORES OFFIM • • MIAMI SHORES ZONE: 7 •H•a • ® 9 • • 416009 OAINEW PENKIMRT NO .IIIR(Sm - 2 3 •T• 0 00000 • •••••• SMALL ADDITIONS TO EIUSTA4G RESIDENCES (BDO squaefeet or of ar�Dasd sea} Presaip5ve re�dremadeb� idea BGf, BC 2 grad BC 3 sppiy oxdy b th d tlm edr, cwt m • the eaistag buHding. Span �dapp, 0006ng, arsl vela heath�g equipment ef5derny 1 anal be alt ordq vl� emrgmxenx ds bsl�ed epo0icagy ro eve BI! flitQOEdsoAs bs illeaoJunctloi • with fis edd0on arsdrmita. Components sepera8ng wico�didoaad spaces bom andi5asd spaces anxattts presedbed rtdnbnrnn hfimr Ievais. R� esldadid • uraiagoirpp renova8ors oseDng more Bien 30� of the assessed vaiue of the burdirgpy Presaipive requiremode in fides 8G1 end 8C 2 apptyordy to the conpToneNa �d'�uipment g a see*** replaced MANUFACTURED HOMES AND BUILDIIdOS. Orly aDe- fried cmnpanads and teffiuras ere wvaed by tldatam, SUILDf(dG SYSTEMS Cmnplq vhf aompl� new ay�em (yam • • • • Please Px1rd • • •CK 1. Renovation, Addition, Now System or Manufactured Hone 1. RENOVATION • 2. Single - family detached or Mute - famey attached 2. SINGLE 3. If Multipla- family —No. of units covered by this submission 3 • 4. Conditioned floor area 372 area (sq. ft.) 6. Prmiomirumt save overhang (IL) 6. Glass type and area: Single Pane Double Pane a. Gear glass ea sq. ft. sq. ft. b. Tint, film or solar screen 6b. 57 sq. ft sq. ft. 7. Percentage of glass to floor area 7. 15 % 8. Floor type and hnsudatlon: a Slab-on-grade (11-value) 8s R a 0 49 tim ft. b. Wood, raised (R -value) 8b. R a sq, It C. Wood Common (Raralue) Sc. R a Sq. ft. d. Conoete, raised (R- value) 8d. R - sq. R. e. Concrete, common (11-value) So. R = sq. fit 9. Waif type and hu ulation: a Erderkw. 1. Masonry (InsufationR- value) ga-1 R= 5 314 � -2 R 2. Wood frame (Insulation R- value) sq. it. _ b. Ac9acent 1. Masonry (Insulation R-value) 9b-1 R= 2. Woad tone (insulation R -vaue) sq. % 96 2 ti. R a sq. c. Marriage Wags of Multiple Units* (Yes Mo) 9c. 10. Calling type and Insulation- a. Under attic (Insulation R- value) 10a. R = 30 372 sq. % b. Single assembly (Insulation R- value) 10b. R sq. ti: 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing. none) 11. Type: SPLEr 12 Heating systems SEERi MR: 16 (types: heat pump, elm strip, natural gas. I.P -gas, gas hp., room or PTAC, 12. lips: HEAT PUMP existing. none) HSPFICOPIAFUE: 8?J3A 13. Air distribution systteW a Backflow damper or single package systerns* (Yes/No) 13a NIA b. Ducts on mardage wafts adequately sealed (Yjx") 13b. WA 14. Hot water system: it Type: DISTB1G (Types: aim, mural gas, other, existing, none) EF• NIA Pertains to manufactured hones with siterinstailoi components. lhs*cwftthBtft*m wWspedcagm wvwed byt h oeWmddmamlncmr4mmwM Roves d pimw sect speftaftm covered by ft cdadait indteetes compkm v9h the RaFda Energy Code. 8*0e casbadar Is K ft bail ft oil be tespected forconp8emnx In memo By. W. DI( DATE 6J'131117 accords= v tit Solar 553.!08. F.S. I Washy ar0ygwt ihl @Gr0 k d o v5h the Freida Energy cede 6URBIN oFFlCtAt OWNER AGENT: DATE 2 t DATE FLORIDA BUILDING CODE — BUILDING 13 -0.378 APPENDIX 1" Climate Zones 7, 8, 9 TABLE 8C-1: PRESCRIPTIVE R FOR SMALL ADDITIONS (800 Sq. FL and Less), REROVATKINS TO EIIBTNG BUMLINGS AND SITE-INSTALLED COMPONENTS OF MMUFAQTDRED WMES COMPON190T INSULATION getg DM INSTALLED • • • •. • PtWNq Craxefe Blodu R-5 • • • • • Frame. 21 x 41 R-11 Central AfC - $plft St�=1t& SEER 0 • • • • • • • • Farms, Z x W R-19 - Single Pkg. SE &W* SEER= • • • Co mmm Frame R-11 Room unit orPTAC E ER = 8.5' EER = • • • • • • ' maso R 0000 'Ti if • • Under AttC R -30 Electric Reslatenco ANY 0000 • • • • 00000 Single • • AstsenWy, fxhdosel PAP -S F�tSF •• 7.7' • HSPF = 00000 Metal Peres R-19 - shoo PIQ- FisPF =,*7.7 • HSPF = • -rL R -13 Room uit or PTHP COB F loin HSPFH i • • • • • • Single Ara *. Open R-10 • Common. Frame R - Gars; nabsmd or propam • • : AFUE = • • • No MlnhraGMh Fuel Oil AF .A • AFl1E _ _ _ _ _ *00000 RahWWood R11 • • • Ranted C wrate R-5 • • • • • • • 0: Common. Frame R-11 E kx* EF = W • EF = • • • • • tn�sptce R6 �� or LP EF =M EF= � In txndNloned some No minkmen - _ TABLE BCt PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS N ADDITIONS ONLY ' See'thWe 134W.1.ABC.32 and 13.608.1ASC.32 Merdmtun to Boor area allowed Is selected rd sir toot weUdes t Mmdmus %= d %_ AND HEAT COEFFICIENT RC- QIFBTED FOR GLASS PERCENTAGE ALL UP TO 20% UP TO 30% UP TO 40% UP TO 50% SINO Double S D.W. S§ D ouble StrugTs Double OHaQC ON-SI GO OHS OH-%= O 0111SH0C OH -SHGC OH-SHGC 1' -,87 0' -.78 7-.87 1' -.78 3' -.87 2-.78 4' -At 3' -.78 8 -.75 T -.75 ty -.61 Z -.75 1' -.61 T -.75 7 D 1' -.57 0 -.44 Z -.57 T -.44 9-.39 1'- W -.35 Get cerBtled SHGC Iran t h e morwfcchmer or use defatdfs: Single der SHGC =.75, double derSHGC = M. and tangle find SHGC =.64 TABLE W4 MINIARM REOLMtENSM FOR ALL PACKAGES COMPONENTS SECTION RECAMaEMENTS CHECK Extarfor Joho & Cracks 808.1 To be ceuW4 gotteted, we80rer sloped or otherwise asalad. Exterior Wfindows & Dooms 606.1 Max 0.3 CWSCI t. window arm .5 dMaq.R doram& Sole & TOP Plates WILI Sole plates erd pins fil"WOtop piaas Of WdNW web mum be sew. Russ Lighting 606.1 Type IC rated with no penst,a8mm (two alternatives atawa4 Mumotory Horses 605.1 Air border on perimeter of Boor swig between Boas. MdunustFlans BOS.1 Umust fans vemad to tomondiftned spy sholl Fore dampers, excW for combustion dsvkm with bdegral erdtaust ductwork. Combustum Hearing X8.1 C0m eo sPe and warn b Ioatbg systems must e provided e ed wet outsi comhe m air, o x irdhext vend Water Heaters 812.1 Comply with OMMIcy In T aber 612.1.ABC.82. Swikh r (gas) must be provided. External r Indft-bu heat hap mQUbad for verYkd � dsms. dreu@ breakeret�k rcarthtF SwtmmNng Pods & Spy 8121 Spas & Treated pools must Fors covam (oxmpt anlrhsaW4 Nonce medal pock mustthaus a pump thaer. Cos spa & pool boaters must have mWmtvn formal etNden y of 78% Hot Water ftes 812.1 ksutation Is rerpdred fr hot water circulating systems #nckaBng treat recowery cadre} shower "ondis 612.1 WaterOow must be restricted to no ore thme 2.5 gallo prmbade at 80 prig. HVAC Duct Corotrucdem, 610.1 AA ducffi, fd8ngs, maotonkol and ptenun drmnbms aha8 be rt y atfeded sealed, h and bmde8on & 6 On I stated In acwrdrarrce with the afteds Of Sactlae 610.1. Duds in ads must be Insulated to a minimum of RR-S. HYAC Cant 8ffl.7 Separate rheadly accesdWe arma r aft-aft 6aermestat foreach system. GENERALDIRECTIONS 1. On Table 6C imAmte the R - value dos Insulat being added to each c=Pmnt and the efficiency levels of the equipment insisted. AO R•vdm and elgdendo Unstated must meet or ex.ssd the minimum vefUes tided. CmWnwds and equipment nether being added nor renovated may be left Wank. 2 ADDITIONS OIRY Determine Me percentage o f urea glow t conditioned Boa mea In the addition as follows. To W the areas of at glass windows, sliding grass dams and glass door panels. Double the ON old nmrvwrkel roof glass and add it to the Bevies ham. When glass In added exterior wage Is beta removed or enclosed by the addition, an amoun egasl tothe tol¢I mew dads grass maybe subt eded fran the told glass am Divide the ed)usted glass area toW by the oandiBaed Boar area of the addition. Multiply by 100 to get the pecmd Trod the largest glass parentage under which your percerdegefaes on Tebbe 6C 2 PresrxipHret ere givmh by the type ol glass {slrglla a da81e pare) mat the overhang (OH) paked wth a solar heat gain reeMftd FHGC} For a given glen type end uialod M, fie mtnlmum satin treat gain molBdeM stowed th spac8ed Arhal glass wkndare aunt does prevbudy In the exterier watt ofthe house and being rimed in Be a do ad have to carhply wth the csicviated averhargl surd aim treM gain rweflfdent rpukements as Tie 2 AB rear dose M the mid h Meet meet the regn�entfor as of the apB� in the glass pnom WM�Oryyou imtceted. The overlong (OH) Itsimtle is mssermed perpealiadadyfMOm the fare dare glow b a pcd directly a the o d edge the as ". 3. RENOVATIONS ONLY Replacement glow reeds to meet the fa0oairq requkemente Arty glass type and salerbreat gain coel8dent may be Used fa glass Grew which are under at dew a 24M oveiang v�ase� edge doss and exterol fmOerBas 8 thetfrem the overhmhg. Glass cress bdrrg rereveted that nth not meet ft abode must be Ass single -pam i dated, double-pone dear or 4. BUILDING SYSTEMS. Comply who new system is drsisied for system Irstsded 5. Complete the bdonnation requested on the top he6dpege 1. 8 Read Wrkmmn RepdreaaMefor Bared Addttwhe and RGuoWgons,' VAG 8C-9, and dod at epomft ban, 7. Read, sign end date the'Ownm/Agerd' cerdBwtah statement on page 1. 13 -0.388 FLORIDA BUILDING CODE - BUILDING 4 MLAM in WOH -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORNMILM -1563 (305)395-2%1 FAX•(305) 375 -2908 • • • • • . NOTICE OF ACCEPTANCE (NOA) www" ild & inpoMMUe.com ' • E.S. Windows, LLC 0.0.0 0 0 :....: 10653 NE Quaybridge CL 0000 • • • • • Miami, F133138 0.00 0.00 0.00• ...... .... ..... S COPE: ..' ..' ' ..' : ...... This NOA is being issued under the applicable rules and regulations governing the use oico$struction materials. • • • • % • The documentation submitted has been reviewed by Miami -Dade County Product Control D mgion arid- aeWpted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other aids where a1i8 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 Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "3000" Aluminum Outswmg French Doors w / wo Sidelites APPROVAL DOCUMENT: Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LAM", sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 06 -10-04 and last revised on Sep 28, 2007, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Limitation: 1. Door installation require total four (4) flush bolts for double doors & two(2) for single doors 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 revises NOA # 04- 0712.02 consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 074)828.09 Expiration Date: September 16, 2009 19 Approval Date: October 25, 2007 \1 Page 1 m �0� E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 04- 0712.02) L Manufacturer's die drawings and sections. : " "• ...... 2. Drawing No. W04 -51, titled "series -3000 Alum Outswing FreBeh Doors VMI?:', sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, d. • W 10 -154 a}pd ; • • • • ; last revised on Sep 28, 2007, signed and sealed by Dr. Humayou;Xarooq, Ra. : • • • • : (Note: the revision consists of an additional glazing & hi- bottoin-miPoptio6) • • 0 • • • • • B. TESTS (transferred from file # 04- 0712.02) • • • ° • • • • • • Goo:* .. 1. Test reports on • • • • • • • 1) Air Infiltration Test, per FBC, TAS 202 -94 • • • • • • • • • •' • 2) Uniform Static Air Pressure Test, Loading par • M. TAS ;(d:9 94 ; • • • • 3) Water Resistance Test, per FBC, TAS 202 -94 • 4) Small Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawing and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., No. FTL -3947 & FTL -3955, dated. 02/04 /04, both signed and sealed by Edmundo L Largaespada, P.E. 2. Additional test report: Test report No. FTL -5164 per TAS 201/203 -94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. C. CALCULATIONS (transferred from file # 040712.02) 1. Anchor verification calculations and structural analysis, prepared by Al Farooq Corporation, dated 04/09/07 signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies w/ ASTME- 1300 -02 D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No.05- 1208.02 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer", expiring on 12 -11 -2010 2. Notice of Acceptance No.06- 1205.10 issued to E.I. DuPont DeNemours for "SentryGlas Plus ", expiring on 01 -14 -2008. F. STATEMENTS 1. Addendum letter dated September xx, 2007, issued by Fenestration testing lab, signed & sealed by Carlos S. Roinda, P. E. 2. Statement letter of conformance and "No financial interest ", dated 06 /11/07, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Laboratory compliance statements, part of the above referenced test reports. G. OTHER 1. This NOA revises NOA # 04- 0712.02, expiring September 16, 2009. 2. Test proposal approved by BCCO dated 02/06 /06 & 07/31/07. haq L Cbanda, P.E. Product Control Examiner NOA No 07 -OM09 Expiration Date: September 16, 2009 E -1 Approval Date: October 25, 2007 .. .. . . . .. . • . • • . . . . . . . . . . .. . . . . .: . 71 3/4' 4 144' 1+ ADDL- ANCHORS READ. FRAME WELTM ADD4 ANCHORS REQO. FRAME WIDTH INTO Ot�w a�Ox • • sl.s /d • 88 3/a 34 5/8' p00 °R wsiAL A OWY ss 3 /4 •: • i • • b • • FRAME HEAD & SELL FR. HEAD & SfLL �FRAAMEEAD & SILL O J • g• Np, ' . . : : : . 12' SURFACE APPLIED 0' MAX TlP. 12'`. • A • • C MaX MAAY�BEFUSED HEAD /ml Comm A MNf � iiA00 • •• • • • I I • u / \ ❑ n i i / \ i � aQ9 • q • _ -yy aci • - u- / 1 -u- -- -- u - -- u- 1 -u - -- i4 •• �r= = = �rY = -- ��r - - - -- it -- --= - rr > -- - - ��r - - �a - - ' - - - - -- 44 1 0 ID tz I., w -- - - - -_- r -- g - - - -- 7 I I I I U 11 7 II I I jjj �� II II II II / II 3 it / u ll Iy u * r Q ___J ___.�L __ � L___ ___1l___ __ Jl • L___ -JI r - -- II II II II II \ 11 II II \ 11 11 � Q L 1 z a! 3O 1/4' 28 1 /18' 12' 3D 1 /a' 20 1/18' 12' o D.L. OPG. D.L. CPG. D.L. OPG. S DL OPTi. yj 34 1/4' 34 11/10 34 1/4' o PANEL WI0111 OXXO) PANEL WIDTH ( TYPM& ELEVATIONS SERIES -3000 ALUM OUTSWING FRENCH DOOR NOTE: THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF $ AND EXPOSED ON ACTIVE LEAF g A LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. SEE DETAIL G ON SHEET 5. $ e APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS PRODUCT REVISED p WITH OR WITHOUT SIDEUTES. p ° g�` SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. AsOpIft" No0 - 8 •� SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Eeebd REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (WOO. < m V WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3 ANCHORS SMALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS H WvWIN FART 00 i a_ L g EMBEDMENT TO BASE MATERIAL SNALLL BE BEYOND WALL DRESSING OR STUCCO. Fu 8 S ARE NOT PART OF PE APPROVAL CONDITIO NOT SHOWN IN THESE DETAILS �CA�N �O A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF drawing no. ANCHORS INTO WOOD ONLY. / W04 -51 CONTACT WITH OTHER DI T�ERIaE SHALL MEET TH[E THAT SEP 2 8 2007 sheet 1 oT 7 OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. .. .. . . . .. .. • • . . . • • . . . . DESIGN LOAD CAPACITY - PEP DESIGN LOAD CAPACM - PEW SINGLE OR DOUBLE LEAF DOORS WITHOUT SNEUTES SINGLE OR DOUBLE LEW DOORS WRH SMEU ES to Guns !PB A', b'• 'C 9E•'Y1 • • GLASS TYPE 'A'. 'B', '0' OR D. SEE SHEET 4 FOR GLASS TYPES DESCRIPTION. Z MAXI RP17M � +' 710 M • SIDEUIE WIDTH FPALIE HEttNtf IINB6INFOHCI3D NIUTSd RIDZVF MULLION J& AGN L10A9 (m sop SEUM CC WtLEV : - B&O 41% DrM F7./k Da. ( +) oR. (- IXT. (.) BIT. ( -) 24 70.0 8" 70A no W ,,,,, , ,. , 27 70.0 O n 70.0 80.0 30 70.0 110.0 70.0 80.0 C • • • I • • • • • • 33 6/8 700 no 70.0 80.0 • • 36 70.0 SILO 70.0 80.0 n • • • 39 70.0 80.0 70.0 8D.0 • • • \ 42 70A BOA 70.0 BOA g J •// K • . •; • Al, 24 70.0 BOA 70.0 80.0 � \ 27 70.0 80.0 70.0 80.0 30 7/0 70.0 80.0 70.0 80.0 \ \ / 33 7a0 no 70.0 80.0 g \ \ / J8 "a 80.0 70A 80.0 38 70.0 BOA 70.0 80.0 D _ 78 70.0 78.9 70.0 BOA . 21 70.0 749 70.0 80.0 ( x) ( xx) 24 70.0 71.1 70.0 BOA 27 8/0 87.8 679 70.0 80.0 \ E \ HEIGHTS: DAYUIE OFO. 30 6&0 65.0 70.0 80.0 STANDARD I N-PROFILE 33 62.4 62.4 70A 78.9 0 \ B B D \ NOMINAL HEIGHT FRAME Hv%ff LEAF HI W BOTTOM RAL BOTTOM RAIL 38 60.1 60.1 70.0 7 &0 6/B 79 -3/4' 77 -1/4 69 -1/16 Bs -s /78' NOTE: f ( oxo ) e/o 9s -3/4' 93 -1/4' es-t /tee 81 -s /76' WMTHS' FOR DOORS WITH SIDELITES USE SIDELLTE RATING a to TO QUALIFY DOOR & SIDELITES. S n n NOMNAL WIDTH FINE WIDTH LEAF WIDTH OAYUIE OP0. A C A C � 2/6 (X) 31 -1/2' 28- 11/16 -1/16• z Z 3/0 m 37 -1/2' 34- 11/16' 26 -1/16 5/0 (IDQ 89 -3/4' 20- 11/16' 2D-1/16 6/0 (XX) 71 -3/4' 34-11/18' 28 -1/18' FRAME wmm Ilyy O B D \ / E E PRADUCPRBYL9ED � ( OX) P ., wBA 3 !EUTE WIDTH . "DOWORWOVIrM - - G82 &• O'g OVERALL UNR WIDTH (OUw) m NOTE: o � GLASS CAPACITIES ON THIS SHEET ARE e ptito. BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION < m . (0) DECLARATORY STATEMENT DCA05- DEC -219 O O E Y DESIGN LOAD CAPACITY - PW Env: mt H 1 000 d_ : n STATIONARY PANEL (0) GIN. g� S FRAME MM 1tElGNf GUM 71 tPS 'A', b', 'C OB b' 96EUIE WOTM DOOR WNOTH olcm FL/IL OR ( +) oR. ( -) ' 36 8/0 70.0 80.0 OVERALL UNIT wrom (OUN) drawing no. 39 7/0 70.0 SILO 42 6/8 Tao BoA SIOELLTE WIDTH - OUW - DOOR WIDTH P 2 8 2007 W04 -51 Btreet 2 � 7 •• •• • • • •• •• • • • • • • • • • rfPICAL ANCHORS SSE MEVE FOR SPACM • • • ............... •• �••21• • • • • 7S f`N1 8 31 a� � o 31 30 8 iS O 21 14 e a v 3/16 X WEEP 1 SLOT ' .'SEE E1.tV �SPACM 1 /SILL AT SIDEIRES STATIONARY uNrrs I ML X DOORS %,V t Co rd . gR � a a � J _J Q to 3 u �g� ° ,►�aoy S Avow Do" IF a Cod" Dbidow S _ FLA. PC CCAK 3338 O LI droving rw. 51 SEP 2 8 2007 r W04 —�: M -FEO m W=m een STXXWW XQPUCAM AND OPERABLE UM . . ... . . . ... TYPICAL ANCaM SEE ELEV. FOR SPACING �, WOOD ION • s • • s • • • • MULL R MULLION ANCHORS • • . • • • • • SEE SEPWLITE NGA gg • • • • • S • ES WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS • • • • s • s s MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q s s • • • • • • AND TRANSFER THEM TO THE BUILDING STRUCTURE. Q d� SEE EM. TO TYPICAL ANCHORS: sm ELEv. FOR sPAcm �� 0 1r SEE El". MR SPACING 1/4' TAPCONS BY ELCO a INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8' MIN. PENETRATION INTO WOOD O THRU 1BY BUCKS INTO CONC. OR MASONRY a� n 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY d DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY m #114 SMSS OR SELF DRI LING SCREWS y INTO METAL STRUCTURES g STEEL : 12 GA MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063 -T5 MIN.) a m n (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) n M 9 14 SMS OR SELF DRIL INN SCREWS z 3 'j- ^ INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .080') o _ (NO SHIM SPACE)ft N TYPIC EDGE OWANCF O INTO CONCRETE AND MASONRY = 2 - 1/2' MIN. INTO WOOD STRUCTURE = 1' MIN, INTO METAL STRUCTURE = 5/8' MIN. a SEALANTS: c $ g ALL JOINTS AND FRAME CONNECTIONS SEALED WITH a 3/18" H.S. GLASS 3/16" H.S. GLASS 1/8' N.S. GLASS 1/8" NS. GLASS WHITE /ALUMINUM COLORED SILICONE. ¢ a 080' INTERLAYER 090' 001MAYBt .080' UVEMAYER .090' DRQBAYER � $ 'DUPONf SENTRYCLAS PLtIS' 'DUPONT BUTAtyfE PNB' 'DUPONT BUTAMM PVW 'OUPONT L9JTACITE MW 3/16" HS. GLASS 3/18' H.S GLASS 1 /8 H.S. GLASS S/32' H.S. GLASS 2 .Or/ 6 O g ^ D COMM 795 �� WI CORNING 793 CORNING 79S Dad PtdlactC�hy � u < m v yS� DWI CORP9NG 795 F3 31 31 n DFL HL i 1 _ STRUCROIES / 8 FLA. 3518 aawing no. GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'C' GLASS TYPE 'D SEP Z 8 2007 W04 -51 GLAZING OPTIONS eheel � 7 . . . . • . . . • . (MM B OLTS AT A CTIVE A ND INACTWE LEAFS f • INTEIMOR DAD FLUMI BOLTS MUST H rglG D16MING P %�/ • #iQP Y 3/4' SM9t • F RMWORCED MULLION i t AT 10 FROM EACH END 1/4' MA1t • E • • tale` iRWi Em • • O SEE CHM ON SHT. 2 SHIM • • • A 44 0.S. YIDt. • © 1 CONCEALED FLUSH BOLTS Z • • • • • • • 28 AT 10' FROM EACH END Q :• • • • • 13 ACTIVE 786E 01 -ACM UW 10 19 9 .s S 21 17 �i� O.L OP0. D.L. Om O SF1f. SIDELINE PANEL MTO1H LEAF WIDTH FRAME WITH EXTERIOR OPTIONAL TRUE WIFICAL SEE ELEV. FOR SPACING W x •W x ( oxxo) d (SIM TO IE PAINTED OR PLATED) D] �,• a� TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS C SEE ELEV. FOR SPACING i Z SEE ELEV. FOR SPACING rri O 1/4' MAIL SHIM SPACE SLUM SPACE MULLION EI REINFORCING CANNEL 4I Iq 2 O O 2 (SnmL TD 9E PALMED OR PLATED) 2 © REINFORCED ON WLLIf91 2 4 13 ACCIVB I86F ACTIVE UMF T t9 o� a O wow O . . , I ==M.I\ _6 - + a I - 119 1 1 23 19 19 21 8 9 m emo ' t7 ( x -o) 1LBY D.L. oPa 0 09 � y SUCK uw � M SIR IL wow SUCK WIDTH RVIn ( � q j FM PEE CAN. J'A FRAME MfIOTH —� 6 ii b b EXTERIOR dYOw�9 G °• ( x) P 2 8 2007 W04 - sheet 5oT 7 • . •f. . . f ••• • 4 '� f LTKM / PART / QUANTLTY EZSCRWTION MATLI M Nw. /sUPPLIEN/8®fem P 1.779 761 _ t ES3oOt -t t FpAYE NERD 8083 -Ts 2 L =1 -2 2 DOOR FRAME JAMB 6063-76 -- - • f • • 3 153002 -1 1 DOOR FRAME SILL 8083 -TS • 1L 83 • • • 4 ES3003 -1 AS REOM SIDEM ADAPTER 60-TB - • • •. 8 ES3004 AS REOD. SHEAR PLATE • ANCHOR LWATKM W53-T6 3' LONG • • 31 WEIAE GASKET (SCE -C 1:1) 6 ES3005 -1 2/ LEAF TOP AND BOTTOM RAIL 8063 -73 i� -zAts BA ES3024 2/ LEAF N- PROFILE BOTTOM RAIL 8083 -75 - 2.125 7 ES3008 -1 1/ LEAF DOOR LEAF JAMB - MNSE SIDE 6083 -Ts OQ FRAME o FPVJWB • • •• 5.390 8775 a E53067 -1 1/ LEAF DOOR LEAF - LOCK SIDE 6083 -76 - Ire 1p • .608 • • • t t • • • .079 .� + 9 ES3007 -2 t/ LEAF DOOR LEAF - KEEPER SIDE 8003 -TB - 1 to E53008 -1 AS REOD. SIDan STILE 8063 --Ts - 3- ,off e • • • e a M .386 • • • • • • • • • • .mss 11 FR -1202- 014 2/ LFAF EXPOSED FLUSH BOLT STEEL SILLN/N & ASSOCIATES 2.874 ::0.312 12 F9• -1202 -914 2/ LEAF CONCEALED FLM BOLT STEEL SULLNAN f ASSOCIATES ° a0 1.500 13 TS3011 AS REOD. .NCB TRIM 8983 -75 OPrO AL G 14 ESW12 1 SILL COVER 6083 -76 S £ � is WEATHERSTRIP ADAPTER 5 SHEAR PLATE 2.125 is ES3M3 2/ LEW WEATHERSTRIP ADAPTER 6063 - 75 - d 1s ESM14 -1 4/ PANEL PANEL CLAMP 8083 -76 - F �- -1.750 17 Es3ow -3 3/ HINGE OPLR. LEAF H ASSE1reL.Y 6063-Ts - 2-000 18 DOOR LOOK (S1IVANNAH 2015y YALE 9�ft .045 I 20 - - DEAD BOLT LOCK (PROM) - YALE L 21 W22321NG AS REDD. FIN -SEAL PILE W'SIPoPPING - ULTRAFAs 4.000 Q 22 ES3020 AS REOD. BULB WEATLIERSnUPPNG VINYL. AT SWEI TE PANELS 3.500 I 23 - 1/ RANGE HNGE REMWORCING BAR ALCMNUM 1- 1/4'Xt/8'0-1/4 LOW E © 24 = AS REOD. NNW REINFORCING BAR ALUMORUM 1/e' TL9C. X 7 -7 /e• t.ONG` f JAMB TRIM (OPTIONAL) I Q 3775 25 2/ LEAF 3/8' MIL THREADED ROO W/ Nuts STEM. 913 I (D 26 AS REOD. FRAME asst. SCREWS f 10 PAN HEAD SMS n5 .500 1.112 I 27 - AS REOD. MULLION REINFORCING CHANNEL A36 STEEL - T/1 S it rp t` E) 28 ES4014 AS REOD. BOTTOM RAIL GLASS STOP NEOPRENE - 3 n n M © TOP /BOTTOM RAIL I I 29 E04019 AS REOD. PANEL SUCONE STOP NEOPRENE - Z M ZSO t S31 ® 30 - AS REOD. 3/8 DO. x 1/6' HT. BUMPER SUCONE FRANC LOBE RUBBER CO T 145 2.183 2�0 ® u 31 WAO1.3 AS TROD. WEDGE CASKET = Z _ I 32 ES= 2/ STU FLUSH BOLT BRACKET 8o83 -T5 - � 0 v .ago .o7B ® 33 2/ BKT. BRACKET DISTAUATION SCREWS /10 X i' FN SMS S PANEL C1AMP 34 o/LON AS riEOD. DOOR PANEL WWRIPPwo - SCHLEGEL t. I soo .563 I j � 2.000 1 3 PIECE HINGE � L� I 913 .880 1- .590 € F� o Q FRAME SILL 1.750 .621 .913 PtlR•9UC1 p 1.145 .094 .125 a.000 .062 475 .079 l 1 • �,a I s��mL Dad PeJBnaf eoaLrd - -f.927 � to SIDE LITE STILE _ N u SILL COVER 4.625 ® REINFU CHANNEL 7=0 7.750 4.090 064 .913 2674 HiRUCTtWE8 , Rh PE 18SS7 1.984 .5901.780 CARL 1.750 .880 .7f Ir. .084 I 4.000 3.350 d►Owing no. 913 °- '1.750 L SEP 2 8 2007 W04 -51 7 HINGE STILE Q 0 LOCK STILE /KEEPER STILE Q SIDELITE ADAPTER 6A HI- PROFILE BOTTOM RAIL sheet 8of 7 f • E" e O r�e�rxsvroc• r�.w�r.n•ae. N. a aI aq .ividon f O 8� C n Z H0 ' 1 9.0'1 SEP 2 8 2007 " f no. WO4 -51 fi b. kq kP" R P JOB NAME L AP PROVED AS SUBMITT SUB/VENDOR NAM VVtx/ D&J -2�- EXCEPTIONS TA CHECKED BY: DAT REJE48 ®GD INCEPTIONS NOTED Review of this submittal by Twenty First Century Engineering Corporation is solely for genorsi con formance with the design concept of the project and general compliance with the information and specifications. Contractor Is responsible for dimensions, which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of the work with all other trades; and the �iatlsfactoq performance of the work per contract and docurnerifs. TWENTY FIRST CENTURY ENGINEERING C, R . •••...... . . . . • • • L • • • • • •• • • • • •• • • • • • • • 0 0 069 • • ••• • • • ••• :' • •: : : : :' •'11i11A!I I -DADE COUNTY, FLORIDA MIAMFDADE . ....... .... �. � ••• MEJRO DE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) {' : • : IAA WEST M -AQCER STREET, SUITE 1603 PRODUCT CONTROL DIVISION , ; . :11AM1, FLORIDA 33130 -1563 • • • • • • (305) 315 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NO www.buildingcodconline.com -. ..... REC E.S. Windows, Inc. ', . "�. :.' :' ' EIVED 5220 N.W. 72 Ave. Bay #4 • • : • • • • DEC 2007 Miami, FL 33166 L SCOPE: BY' 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 2000 Aluminum Horizontal Sliding Window - Impact APPROVAL DOCUMENT: Drawing No. W03 -75 Rev B, titled "Series -2000 Alum Horiz. Sliding WDW. (L.M.I.) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 08/27/03 and last revised on May 12, 2006, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: 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 revises # 03- 0910.02 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 06- 0316.05 Expiration Date: November 06, 2008 �.. Approval Date: June 30, 2006 Page I r • • ••• • • • ••• •• •• • • • •• •• • E.S. Windows, Inc. • • • • . ....... .... NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 03491 d b2)• ; • ; : 06 ; • ; , Y : ; 1. Man die drawings and s*tios. ; ; Y ; ; ; ; 2. Drawing No. W03 -75 Rev B, titled a Series -2000 Alum Horiz.•Sliding WDW. (L.M.I.) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 08/27/03 and last revised on May 12, d2d2;bdledby Dr. Humayoun Farooq, P.E. ; ; ; ; ; ; • • ; .. .. . ....... B. TESTS (transferred from file # 03- 0910.02) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 3809 (03078), dated 06/16/03 and FTL -3804 (03077) dated 05/15/03, both signed and sealed by Joseph Chan, P.E. (Note the test report # FTL -3804 has been revised & reissued by Fenestration Testing Laboratory dated July 16, 2006, signed and sealed by Joseph Chan, P. E.) C. CALCULATIONS 1. Anchor verification calculations complying w/ FBC 2004, prepared by Al Farooq Corporation, dated 05/12/06, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Anchor Calculations and structural analysis, prepared by Al Farooq Corporation, dated 09/06/03, with revision date 9/25/03, signed and sealed by Humayoun Farooq, P.E. (transferred from file # 03- 0910.02) D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to E.I. Dupont DeNemours for "Sentry Glass (R.) Plus ", expiring on 01/14/07. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. Dupont DeNemours for "Dupont Butacite ® PVB ", expiring on 12 /11 /10. E. QUALITY ASSURRANCE 1. Miami -Dade County Building Code Compliance Office F. STATEMENTS I . Statement letter of conformance to FBC 2004, issued by Al- Farooq Corporation dated March 27, 2006, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Laboratory compliance letters part of above test reports. 3. Addendum letter dated 05 -08 -06 issued by G. OTHER 1. This NOA revises # 03- 0910.02, expiring November 06, 2008. 2. Test proposals # 02 -0929 dtd Jan 09, 2003 & 02/21/06 approved by BCCO. L- L R.,,. C - Ishaq I. Chanda, P.E. Product Control Examiner NOA No 06- 0316.05 Expiration Date: November 06, 2008 Approval Date: November 06, 2003 E -1 1/8' ANN. GLASS 1/8' HEAT STREN'D. GLASS 108' V .090' INTERLAYER .090' CORNING 798 GLASS INTERIAYER W WIDTH 'DUPONT SENTRYGLAS PLUS' DUPONT ' SENRtYGLAS PLUS' FALSE MUNTM 1/8' ANN. 1/8 HEAT STREN'D. GLASS 8' MAX CORNERS APPUEDT 1P' ccg HEAD /SILL CORNERS A u5sEe00 O Ds SILICONE SILICONE DG !" o f DOW DOW CORNING 798 l o m C yyy J II d 6 d h II II _ - II -- II H II -- 'fr - - - ll - D IT -- n - - - - rt - n�0 u H n n u u u n u u GLASS TYPE 'A' GLASS TYPE 'Al' __ === =r == == 1 - -rrr= - TT - -- -r == "�', � a � It o s n ' d R 1/8' ANN. GLASS 1/8' HEAT SIREN D. GLASS _ 32 1/2' 32 3 /8' 32 1/2' T1UP0NT BUTACRE PVB' DUPONTUPONT BUTACffE PJB' 044 W.W. D.L. OPG. D.L OPC. $ , ANN. GLASS 1/8' HEAT STREN'D. GLASS 38 S /8' 38 8/8' m s VENT WIDTH VENT WIDTH I� DOW walNC 798 INC 795 ZYPICAI_ ELEVATION In a m TESTED UNIT • • Z p M 10 • • • h � SERIES -2000 ALUM HORIZ SLIDING 1NINDOIf • • • • • • . • GLASS TYPE 'B' GLASS TYPE 'Ell' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER w�1F�t4 CHARTS SHOWN ON SHEET 2. • • • • . • • • R / • c THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. • • B Mej�8 ° g 3110' ANN. GLASS SHUTTERS ARE NOT REQUIRED. • 4 .090' INIERLAYER APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS • �• � $ • • SLMRYGIAS PLUS' OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES • • o . • • . o 3/18' ANN. GLASS OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. • • • •. • ••• • ' SILICONE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • a m t 9 DOW CORNING 798 m OR HIGH � TMH FLORIDA NE BUILDING H*). DE 2004 t�moN (REV. 2005) LAMINATED GLASS s LARGE MLSSILE IMPACT WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER m o i LOADS TO THE STRUCTURE Eigr OR NUMAYOUN FAR000 I i i ANCHORS SHAD. BE AS LISTED, SPACE) AS SHOWN ON DETAILS, ANCHORS itwA�� i EM TO ETAS MATERIAL SHALL BE BEYOND WALL DRESSING OR SMOD. 1 A►L ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS Y 7066 ARE NOT PART OF THIS APPROVAL ' A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ' drawing no. ANCHORS INTO WOOD ONLY. W03 -75 GLASS TYPE 'C ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATO. sheet 1 of 5 DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) GLASS TYPE 'A' GLASS TYPE 'Al GLASS TYPE 'C' GLASS TYPE 'A GLASS TYPE 'Al' GLASS TYPE 'C' V "� WINDOW DBAB. A GLASS TYPE 'B' GLASS TYPE 'Bl' WINDOW DIMS. A GLASS TYPE 'B' GLASS TYPE `Bl' Z a wro1H I HEIGHT W4 +) 1 W.H EEf.( +) (1 -) EXT.( +) i INT.( -) ( (1/3W) 0/3W) aA0T11 HEtoHT EXL( +) W.( - EXT.( +) INT.( - EXT.( +) tNT.( r a n 74' 28' 7 70.0 80.0 70.0 90.0 70.0 90.0 26 -1/2' 3 70.0 80.0 70.0 90.0 70.0 80.0 z Q 108 -1/4 (3) 8 70.0 80.0 70.0 90.0 70.0 90.0 37 28' 4 70.0 80.0 70.0 90.0 70.0 90.0 0 N ; 74' 38 -3/9 7 70.0 80.0 70.0 80.0 70.0 Sao 53-1/8' (J) s 70.0 80.0 70.0 904 70.0 90.0 E � + 8 108 -1/4 (3) 9 70.0 8pA 70.0 90.0 70.0 90.0 74' 7 70.0 80.0 70.0 90.0 70.0 90.0 Q 74" 80 -818 7 70.0 80.0 70.0 90A 70.0 90.0 26 -1/2' J 70.0 S0.0 70.0 90.0 70.0 90.0 a ' 108 -1/4 (4) 9 70.0 74.4 70.0 90.0 70A 9p0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 3r 38 -J /8 4 70.0 80.0 70.0 90.0 70.0 �.0 .1 74" 7 45.4 49.9 70.0 79.4 70.0 90.0 83 -1/8 (3) 8 70.0 1 80.0 70.0 90.0 70.0 1 90.0 U i ( 74' 7 70.0 80.0 70.0 90.0 70.0 90.0 O• W A G 72' 8 70.0 1 80.0 70.0 90.0 70.0 90.0 26 -1/2' 3 70.0 80.0 70.0 90.0 70.0 90.0 O a is yi 8a 24" 7 70.0 80.0 70.0 90.0 1 70.0 90.0 37' 50 -8/8' 4 70.0 80.0 70.0 90.0 70.0 90.0 le N Sir (2) 8 70.0 80.0 70.0 90.0 70.0 90.0 83 -1/8 ( 8 70.0 80.0 70.0 90A 70.0 90.0 �gQ 108 9 70.0 80.0 70.0 90.0 70.0 90.0 74 7 - - 70.0 90.0 70.0 90.0 k Z 72 a 70.0 80.0 70.0 90.0 70.0 90.0 28 -1/2' 3 70.0 72.2 70.0 90.0 70.0 90.0 v 36 94" (3) 7 70.0 80.0 70.0 Sao 70.0 90.0 37' e " 4 84.0 s4.0 70.0 80.3 70.0 90.0 � a 98' ( 8 70.0 80.0 70.0 90.0 70.0 90.0 53 -1/8" (s) s 1 42.6 48.7 70.0 81.1 70.0 78.2 108 9 70.0 80.0 70.0 1 90.0 70.0 SOA 24 2 70.0 Sao 70.0 90.0 70.0 90.0 72 6 70.0 80.0 70.0 80.0 70.0 9" 38' J 70.0 80.0 70.0 90.0 70.0 90.0 I 84 4a' 7 70.0 80.0 70.0 90.0 70.0 1 90.0 48 24" 4 70.0 50.0 70.0 WA 70.0 90.0 98" ( 8 70.0 80.0 70.0 90.0 70.0 90.0 80" (2) 5 70.0 80.0 70.0 90.0 70.0 90.0 d. L7 W • 9 70.0 80.0 70.0 90.0 70.0 90.0 72' a 70.0 80 .0 70.0 90.0 70.0 90.0 2 ' v O 8 54.2 57.1 70.0 90.0 70.0 90.0 24' 2 70.D 80.0 70.0 90.0 70.9 90.0 80' 7 47.6 54.4 70.0 90.0 70.0 85.5 36' 3 70.0 80.0 70.0 90.0 70.0 90.0 ( 8 - - 70.0 839 70.0 83.4 48' 4 70.0 80.0 70.0 90.0 70.0 90.0 9 I - I - 70.0 SO.o 70.0 80.0 60' S 70.0 S0.0 70.0 90.0 70.0 90.0 Q A = NO. OF ANCHORS PER HEAD & SILL 72• 6 70.0 80.0 70.0 90.0 70.0 90.0 0 n M () = NO. OF ANCHORS PER JAMB 24' 2 70.0 80.0 70.0 Sao 70.0 4.910.1 • 1 Z 38" 3 70.0 80.0 70.0 S0. 70.0 00 vz 48' 4 704 80.0 1 70.0 681.0 704 •80.0• 60' s 70.0 80.0 70.0 70.0 8 7Y 6 70.0 80.0 70.0 90.0 70.0 90.0 DESIGN LOAD CAPACITY - PSF (XOX SIZES) 24' 2 70.0 80.0 70.0 70A 90. GLASS TYPE 'A' GLASS TYPE 'Al' JB' 3 82.4 82.4 70.0 •81.• • 70,0 •9bf • WINDOW DDAB. A GLASS TYPE 'B' CLAW TYPE 'Bi' MASS 'C' 48" so. 4 54.2 57.1 70A 70.0 WDTH HOGHT EXG( +) 7 EXf.( +) INT.( -) EXT.( +) INT.( -) ( ( ( 60" 5 48.1 51.5 Tao 89.6 70.0 84.4 74 28' 7 7a0 8a0 70A 90A 70.0 9a0 j 1. 72' 8 - - 70.0 70.0 � c E 108 -1 /4 (J) 9 70.0 a" 70.0 90.0 70.0 90A O • • • • • • • o € 74 38 -3/8 7 70.0 80.0 70.0 90A 70.0 90.0 () = NO. OF ANCHORS � HEAD &SILL 108 -1/4" (3) 9 - - 70.0 90.0 70.0 90,0 • • • f • • v LTSIEIR� • • • SO -s /8' � ldrire� • • • • • • � 7$ 7 - - 70.0 90.0 70.0 90.0 • • 4 • • f (4) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH A�fiplowDfs 72" 8 70.0 8a0 70.0 90A 70.0 9a0 • • • 09* c • a 84" 24' 7 70.0 80.0 70.0 90.0 70.0 9" ` • 96 (2) 8 70.0 80.0 70.0 90.0 70.0 90.0 • � p' c 1�' 8 70.0 80.0 7a0 90.0 70.0 90A 72' 6 70.0 a" 70.0 SO.0 70.0 Sap NOTE. W 38• 7 70.0 80.0 70.0 9" 70.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE BASED ON Ear DR. NWAWOM FA9000 s or ( a 7ao 80.0 70.0 90.0 70.0 90.0 ASTM E1300 -02 (3 SEC. GUSTS) WITH REDUCTIONS Fu PE 108' 1 9 T - - 70 95.5 7ao S0.0 FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION CAN. y 8 $ 7Y 48' a lap 80. 70.0 Sao 70.0 90.0 2403.2 OF FBC 2004 EDITION. - - 70A 1 90.0 1 70.0 90.0 ALL Y 60 (s) 6 70.0 g - - ap 70.o ass EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE 7 drawing no. FOR WINDOWS WITH APPLIED RISER AT FRAME SILL POOL A = NO. OF ANCHORS PER HEAD & SILL FOR STD. SILL (NO RISER) LIMIT EXTERIOR( +) LOADS W03 -75 () - NO. OF ANCHORS PER JAMB TO 53.3 PSF SEE SCT. 'B' ON SHEET 3 sheet of 5 METAL STRUCTURES WOOD BUCKS NOT BY E.S. WINDOWS, MUST SUSTAIN V SEE ELEV. FOR�SPACM (STEEL OR ALUM. 1 /B MIN. THICK) TYPICAL ANCHORS SEE ELEVS. FOR SPACING LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER � 1 TOY STEEL : FY ° 36 KSI MIN' THEM TO THE BUILDING STRUCTURE. WOOD BUCKS ALUMMUM : 8093 -T5 MIN. Z .... ° q TYPICAL ANCHORS s ° 1 _. SEE ELEV. FOR SPACING D ... ..D : • .. > . TYPICAL ANCHORS, SEE ELEv. FOR SPACING O y a e 1/4 TAPCONS ev INTO 28Y WOOD BUCKS OR WOOD STRUCTURE �+ & 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 0 O t7 ir_ 1 -1/4" MIN. EMBED INTO CONIC. OR MASONRY U . DIRECTLY INTO CONC. OR MASONRY C 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY � ��QQ w w N 9 I ,#14 SMS OR SELF DRIL tN WREIN S w � A2- INTO METAL STRUCTURES (1/8 MIN. THICKNESS) 2t (1/4 MAX. SHIM SPACE) 0 MUM -OADE COUNTY APPROVED MM -DADE COUNTY APPROVED +10 SMS OR SELF DRILLING SCREWS MILLION & MULLION ANCHORS MULLION & MULLION ANCHORS n SEE SEPARATE NoA SEE SEP rwn INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) SEALANTS: w d FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL >' ix SEALED WITH WHITE /ALUMINUM COLORED SILICONE. O 19 2 WEEPHOLES: 3 a G F S IT.PrAL ANCHORS WI - 1- 13/18" X 1/4" WEEPHOLES AT 3 FROM EACH EMD • n M W WITH PLASTIC BAFFLE • • • • • SEE ELEV FOR SPACING • Ka ♦ • TYPICAL ANCHORS W2 - 1/4 WEEPHOLE AT TOP & BOTTO4 RAII• 6 FROM EACH END 3. Z ii SEE ELEV. FOR SPACING • • • • • • 1 • • O ••s••• • •• w • • s •••• •••• • • • "tenCTitEVLY6bI •wisdwo• • 2, ELEW FOR SPACING • •La -o /[Ltro • • t4 •' • n • o ,G -- N� � o •.m� ALT. L if t . . 2 : crn t9 �. - — e. DR. HUMWOUN FAIW p � o FIX 1% CAA ° e XWE BUCK °, tj w1 v TYPICAL SEE ELEV FOR �SPAC9� TYPICAL Amon drOwlrtq rro. SEE aEW Iron SPACING W03 -75 sheet 3 of 5 O I9'BIL PART � @UANTTIY DlY01V MAI7TNAL MAFO+. /90PPL®t/B&lIAR10? U 1/4' MAX. • 1 151003 1 FRAME HEW 8083 -TS y� �� rt SIBMS ' . ALT. 2 E52001 -1 1 FRAME SILL 808J -TS - 3 6x000 -3-1 1 FRA1� JMIB VENT 8085 -TS - 4 E5lo00 -1 1 FRAME JAMB FIXED B0B3 -TS - 4 S 82000 -5-1 1/ VENT FIXED RAIL 8�J-T8 - C asQ 8 620 -4-1 1/ VENT VENT YFEIOJO RAIL 80&! -T8 - 7 E52000 -7 -1 2/ VENT TOP AND BOTTOM RAIL 8085 -TS - °'a 8 "'""^^ 1 1/ VFNT JAMB 579,E 9085 -TB - Da 9 6200D -�8 -1 AS RFAD. WAalf6 BEAD 8085 -TS ° t.. to t 1 E32002-1 62orr t AS RIEOD. SILL TRACK 9iSERT SI LL RI Boas -rs - eo9s -TB �Q � Cam, tz g ° .n TYPICAL ANCHORS 12 61009 2/ VENT VENT LATCH $010-TO AT e' FROM EIOA 33 °0 SEE ELEV. FOR SPACING 13 61012 1/ LATCH VENT LATCH SPRING Sr. STEEL - d TYPICAL ANCHORS 14 - A9 REM FOAM F1U..ED FABRIC w'SIRIPPBCG - SCHLEGEL rri °D SEE ELEV FOR SPACII� 1S �B X 1' AS REgA FRAME/YENf ASSEMBLY SCAEWS CRS P.H. SYS � 18 /8 % 3' 2/ VENT FIX. RAIL SAL SCREWS (SILL END) CRS P.N. SMS G B� 17 43820 -187 AS RWD. VENT 4 FIX. RAIL WSIRIPP1110 - AME?90RY OR ElN7N. N t/4' MAX. VENT IN TH t/4 SF7117 18 43828 -187 AS READ. FRAME JA187 1T'SIPoPPMG AMESBUFK � EQUIV. 0 SHIM I (;) D.L.O. O MAX. 19 WPNL -tom 2 BAFFLE - Y 8 M PLASTICS 12 20 88 % 3/8' 2/ BAFFLE BAFFLE SCREW - P.H. 5115 M n 13 21 61070 A9 REOD. GLAZING WET SOFT PVC - J to e a 22 E52007 4/ VENT ROLLER H01lSlAKi @ CUBE PLASTIC - n 23 EMU 2/ VENT ROLLER BRASS/Sf. ° 24 62005 2/ VENT ROLLER PIN ST. STEEL - b eta ffi 9 1 O 2S 28 - - 1/ WEEP 1/ VENT OPEN CELL FOAM PAD S /78' BOX SCREEN - t' X 3/4' % 1' LONG - OPTIONAL ..Y Z7 61SOV FLUSH FRAME ADAPTER 9083 -TB GPIWNAL S 17 9 `aa e = LnI� Q �•• -- SCRt>al OPT. DADE COUNTY APPROVED sue • • .. a MULLION • • . • • • gg Z 3 at ISY • • • • • • • I Z� S D.L.O. .+ y,. .. e. WOOD BACKS • • • � • -' 'a: •• lJ Tff_� EXTERIOR �01Y WIDTH . • • • • X0 LAYOUT • • • TYPICAL OX OPPOSITE • • • • • � • SEE ELEV�FO� SPACING � • - © VENT WIDTH T/4' SHIM • • • • • • • . • O • 1/4' 4F01 �-• 12 VENT WIDTH "A" .:.. WDFWW W9)TFt _ • 49101" 49101" 49101" RIDTH •. �. I ® : 0000.. J 18 8 TYPICAL ANCHORS IWAND . - • wow ELEV. FOR SPACM • a "a, • ° • [yOr a i RE a• LJ,ti� g < m e e -_ . OPT. 5Cf37rTi �I'. o.:. E+tgr: D H YOL9V FEW �gY FIAt�6787 PF CAN. �JS78 BUCKS ..�• --^` gg � $ 8 8 drawing no. EXTERIOR w '� a i a; i +B WINDOW WIDTH - 1NO - 7J XOX LAYOUT $ 4of S 2.330 457 237 y � n ns 203 062 v 2186 .OI�E I 213 L434 1 14T tS } lr L344 b -.9304 GLA ZING BEAD J J VENT TOP /BOTTOM RAIL "'� .328 213 21� I I a{ s43 .930 L400 .949 '5 0 ��f — 21 BULB VINYL 0 - W O N Ot FRAME HEAD 1149 269 � J A � - L21 4 � �� r l"21 LU8 .489- ,760 L250 213 Lin – w 013 FRAME TOP CORNER © JAMB SOLE .983 .078 _ 2'` 2378 t2 VENT LATCH VENT TOPZBOTTOM CORNERS 18 268 L130 2190 (I) Q n .SW � .062 � • • � O n .770 .SDD •••••• g Z 2.330 1250 �� •• • FS 3 •fLS. MEETING RAIL 8L� • • • • • FRAME SILL N ° – • Q 8113 FLUSH FRAME ADAPTER • • L675 A68 ,450 f••• •••• 188 ..6. 2W L212 992 ••• • ••• IB .312 �" •• EV •• • o L098 .062 b • • fLus • u g � L290 ,046 t- T • �iwM irl�� • $ •J to SILL TRACK Q FD(ED MTG. RAIL y� "a s • 2430 • � �. L�4w p F' it SILL RISER • • ` c I FRAME BOTTOM CORNER 062 ,813 Dqr: DIL HtWAVWW FAROOq 4 g 2392 2.S55 2.392 2330 81RUCR0•R r+ 3 L678 FLA. PE Ao2 / 16567 3 CAN. 3570 t_ � ' V .%9j1 .n9 : %9 b -�1 I drovring no. FIXED MrG. W03 -75 U3 FRAME JAMB VENT © FRAME JAMB FD1ED ReLCORNER sheet 5of 5 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 123608 Permit Number: RC -11 -07 -2404 Scheduled Inspection Date: September 08, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Final Owner: PENKWITT, PATRICK Work Classification: Garage Enclosure Job Address: 500 GRAND CONCOURSE Miami Shores, FL 33138 -2465 Phone Number Parcel Number 113206017144 Project: <NONE> Contractor: BLUE STREAM HOME BUILDERS & C ONSTRUCTION MANA Phone: (954)566 -5503 Building Department Comments CONVERT GARAGE INTO AN OFFICE AND ADDITION OF A TRELLIS CARPORT Inspector Comments Passed Failed Correction ❑ Needed Re- inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Cnn4nm; n nA '2nno For Inspections please call: (305)762 -4949 o 4 A of 7d Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FIL Phone: (305)795-2204 Fax: (305)756-8972 -------------- -------------------- ...................... . . ....... ----------- -------------- ------ ----------------- ............................... ------------- - --------__- .......... Scheduled Inspection Date: March 30, 2009 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Rough Owner: PENIKWITT, PATRICK Work Classification: AdditionfAlteration Job Address: 500 GRAND CONCOURSE Miami Shores, FL 33138-2465 Phone Number Parcel Number 1132060171440 Project: <NONE> Contractor: TECHNICAL AIR SERVICE CORP Phone: (954)776-6640 Building Department Comments Inspector Comments Passed 191 CREATED AS REINSPECTION FOR INSP-1 01588. need revised plans, heat load cal, & pay new fee for new unit Failed Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 27, 2009 Page 10 of 21 ;R Miami Shores Villa e Building Department CERTIFICATE OF COMPLET ON CHECKLIST Require X BUILDING PERMIT CARD - Containing final initial of all inspectors `d► SURVEYS (2) FINAL AS BUILT - Required Items: E evations of building showing all intended setbacks from property lines and other sting structures. Ingress + Egress A required parking spaces, wheel stops, stripping, aj id all paving to exterior. CERTIFICATE OF ELEVATION - (sealed by survey r) EXPIRATION DATE REQUIRED ON FORM fO E 'A r �. 1C CERTIFICATE OF INSULATION - (must be original ^ _ CERTIFICATE OF SOIL TREATMENT - (for termite - original) /� CHAPTER 2326.5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean term tes. Treatment is in accordance with the rules and laws as established by the Florida Department of Agriculture and Consumer services." HEALTH DEPT. APPROVAL LETTER - � (only if new septic was installed) Note: If house has a septic tank, approval letter is required from the health dept. FINAL CERTIFICATION LETTER FROM THE ENG EER /ARCHITECT (on masonry, trusses, special structure, etc.) * PLEASE NOTE THAT THE SAME ITEMS ARE RE QUIREb FOR TEMPORARY CO. Residential Addition Certificate of Completion fee ' 3 $0.00. Approved Date -- I chc-8 /17 /OSMV �1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 123607 Permit Number: RC -11 -07 -2404 Scheduled Inspection Date: September 08, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Window Door Attachment Owner: PENKWITT, PATRICK Work Classification: Garage Enclosure Job Address: 500 GRAND CONCOURSE Miami Shores, FL 33138 -2465 Phone Number Parcel Number 113206017144 Project: <NONE> Contractor: BLUE STREAM HOME BUILDERS & C ONSTRUCTION MANA Phone: (954)566 -5503 Building Department Comments CONVERT GARAGE INTO AN OFFICE AND ADDITION OF A TRELLIS CARPORT Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Cnn4nmlinr ne inna For Inspections please call: (305)762 -4949 D.-^ ,e of 7d f, 1� U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660 -0008 Federal Emergency Management Agency Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name PATRIK PENKWITT `P,dll� mbar A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. oj/ NAIL Numbe 500 GRAND CONCOURSES City MIAMI State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 11 & 12 Block 97, of MIAMI SHORES SECTION NO.4' PB 15 PG 14 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25 °51'55 -N Long. 80 °11'13 W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building If the Certificate is being used to obtain flood insurance. A7. Building Diagram Number A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) NIA sq ft a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State MIAMI SHORES - 120652 MIAMI -DADE I FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12025 C 093 J Date Effective/Revised Date Zone(s) AO, use base flood depth) 7/17/1995 312/1994 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) Bl 1. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area A)? ❑ Yes ® No Designation Date N/A ❑ CBRS ❑ OPA r . SECTION C - BUILDING ELEVATION INFqii ' (4 , QUIRED) Cl. Building elevations are based on: El Construction Drawings* ❑ 0 ildi er .o struct * ®Finished Construction *A new Elevation Certificate will be required when construction of the building is C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, A PcE ( AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item AT Use the same datum E Benchmark Utilized BM # N-630 -R Vertical Datum NGVD -1929 s Conversion /Comments NONE 'ck the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 10.0' feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 13.x', ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A. ® feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) N/A. ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 10.1' ® feet ❑ meters (Puerto Rico only) (Describe type of equipment and location In Comments) f) Lowest adjacent (finished) grade next to building (LAG) 11.6' ID feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 12.3' ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A. ® feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by taw to certify elevation information. I certify that the information on this Cer0cate represents my best efforts to interpret the date available. 1 understand that any false statement may be punishable by fine or imprisonment under 98 U.S. Code, Section 9009. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifler's Name PABLO J. ALFONSO License Number 5880 Title PROFESSIONALS YOR & MAPPER Company Name Royal Point Land Surveyors Address 7 EET, # 321 City MIAMI LAKES State FL ZIP Code 33014 Signs ure Date 08/04/09 Telephone 305 - 822 -6062 FEMA Fo 81 -31, r 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding Information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 500 GRAND CONCOURSES City MIAMI SHORES State FL ZIP Code 33138 Comp eny NAIL Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments CROWN OAD ELEVATION IS 9.5 AC SLAB ELEVATION 10.1" A/C SLAB ON NEW CONSTRUCTION =10.0' Signat re Date 08/04109 ® Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ® feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ® feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ® feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ® feet ❑ meters ❑ above or • ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ® feet ❑ meters ❑ above or ❑ below the HAG. E5. 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. The statements in Sections A, B, and E are correct to the best of my knowledge. 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 Rem(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by 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: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ® Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company UsW Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy Number 500 GRAND CONCOURSES City MIAMI SHORES State FL ZIP Code 33138 Company NAIC'Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with'. date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. Photo graphs date taken: 08/04/09 FRONT VIEW REAR VIEW w - a x N:b LEFT SIDE VIEW RIGHT SIDE VIEW . Y i� t , t E f k� Building Photographs Continuation Page For Insurance Company User Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy, Number 500 GRAND CONCOURSES City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." GARAGE VIEW N/A VENT VIEW N/A MN lWenty First Ce t Ury Twenty First Century Engineering, Inc. (954) 522 -6446 826 N.E. 20th Avenue Fax: (954) 524 -0555 Fort Lauderdale, Florida 33304 Website: tfceng.com August 6, 2009 City of Miami Shores Building and Zoning Department Miami Shores, FI Re: Penkwitt Residence 500 Grand Concourse Permit # RC -11 -07 -2404 Dear Sir, Our firm certifies the above noted residential garage enclosure project is constructed within substantial conformance with the approved documents prepared by Twenty First Century Engineering Corp. The rough inspections were completed and approved by the City of Miami Shores as noted on the attached inspection log. The final inspection performed by this firm is approved and is within substantial conformance with the plans and the Florida Building Code 2004 Edition. Please contact the office with any questions or comments. Best Regards, Twenty Fiat ury Engineering Corp. Jo/,, arro , ; A PE, FES - erry taldo, SMI Pr J Vice President JC I i i I Twenty First Century Engineeti I6 Inc. (954) 522 -6446 826 N.E. 20th Avenue _ Fax: (954) 524 -0555 Fort Lauderdale, Florida 33304 ebsite: tfceng.com August 6, 2009 City of Miami Shores Building and Zoning Department Miami Shores, Fl Re: Penkwitt Residence 500 Grand Concourse Permit * RC -11 -07 -2404 Dear Sir, Our firm certifies the above noted residential garage enclosure project is constructed within substantial conformance with the approved documents prepared by Twenty First Century Engineering Corp. The rough inspections were completed and approved by the City of Miami Shores as noted on the attached inspection log. The final inspection performed by this firm is approved and is within substantial conformance with the plans and the Florida Building Code 2004 Edition. Please contact the office with any questions or comments. Best Regards, Twe 'First ,9,ntury Engineering Corp. John M. Carroll, Jr , PE, FES ,,� F � °"Gerry ataldo, SMI President JC /gQ Vice President \\ t IN Ph STRUCTURAL ZUNING INS CTION DATE 'INSt' INSPECTION DATE INSP IN , , CTION _ A.. .,, AT! IN Foutiori Zbnirg F[nal. 4 St�rnwatl J7 ZONING COMMENTSaAh Slab a#er Srvto x Columns Est Ltt r � = C�lumrYs 2nd Ltft Tt Ou `$' s Tte Beam 1=tr S ttnk[ s - rt'. y WtrilowsfDoors , ` £ Gam a s ELECTRICL I��ectOt` Fray "� � � � (NSECT�ON DATA I1S 4�FnW "� Oei�n end` 391 Tem Cora Lawn rThkers� ��f� D e e K 4 ar y .? FwaI 4i Brldin hl{Cllrl �raC1# 1r 3 } Pool Q�k Stiitn Poo t rr # 4h C i° r tb Pool — Tv a 1. ; #Inlet r+aun Irt� Pao le k Foo#°rtc� Fiaf y7 F[natnc Slab y.' -tas O � k _ .a��a a A� � s = { -, -. - I MMIX 1 1 3 M� Mo Flt °Ys y� NITA fit 0: MECH ANICAL Pr u y M �t1;�4` ©M gill � =r�� -Jg '�. INS E�TIIN _ „!► NS{� -r � - {/�� {■ A� f'a ��,” aka - x p 17 �ry� Stud �aaxtrt �er�� `�� '� � � F.lre��arr, � ►#�aI �r . � �� h �� 4 - i sq UP IS trrs�l�rtt�ca ST V�AIz'GQ ME�TS #� �� g 1 AN i ° 1'. _ INSRTIO F ai n gE ST rQRF A 7r12111 ®Y 'iPA 14,45 nU AOltU£' " :P#9otl� �305)t'2�2�Ud zlt f�EQl7ESi S ARC A C PTEDDURIN -MF 0, € # L C3W4titaCC3 °' s S1.N S fYi�Y: _ ;< ' OR ■■ y■� I �1�r �!?�K�P�t�l �+kr' Rttrte r k ` y � � F �ti' f,r :. • 4 " -K: :� } 4 ms `s^ is-2 � '?. }, } ,� £` � � #- 7��9[2 �3��.t�Ol� 'i.3P�� x� WE D P MR El63�1!" . iT! PhR tI113s1`esra�bl ttl�t31�= < �p DLx�l1. J �U�7.,QCi x - X34`.1 q '�5 �? a.�;`S 4 �#3 ILDII G P� 3 SAF E# ��tEMG Aa�3d _ a i s . }ate 'if'� ✓` € '�:v= � DREAM CONSTRUCTION SERVICES INC. 6421 SW 16 St. POMPANO BEACH, FL 33068 i INSULATION INSTALLATION CERTIFICATE DATE: T 3 ^ ®� PERMIT# TO: LOT: RE: J�2(0 �i ` �+.4 #1 r/ CC,-ca AO L BLK: The undersigned hereby certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS wall has been insulated with: KFoil to a thickness of AL inches, which thickness, O Fiberglass Blanket according to will yield an "R" value of c , � ( ) Semi- Ridged Insulation Manufacturer ( ) Ridged Insulation 2. Celling (level) has been insulated with: ( ) Fiberglass Blanket to the thickness of inches, which thickness ( ) Fiberglass Loose Fill according to will yield an "R" value of ( ) Other Manufacturer 3. Interior knee walls have been insulated with ( ) Fiberglass Blanket to the thickness of inches,which thickness, ( ) Other according to will yield an "R•" value of Manufactuerer 4. Garage ceilling has been insulated with: ) Fiberglass Blanket to a thickness of inches, which thickness, )Fiberglass Loose Fill according to will yield an "R" value of �) Other Manufacturer kw S. Garage partition walls have been' insulated with: i rglass Blanket to a thickness of inches, which thickness, O (?` er according to will yield an "R" value o Manufacturer 6. Exterior fram walls have been insulated with: () Fiberglass Blanket to a thickness of inches, which thickness, () Other according, to. will yield an "R" value of Manufacturer 7. Interior partition walls have been insulated with: Fiberglass Blanket 1( to a thickness of 24X inches, which thickness, ()Rock Wool Blanket according to will yield an "R" value ofid () Other Manufacturer Signed General Contractor Number Robert Carriere Genral ComtractorBuilder Construction Director M V- T 2 "\ AUG 1 2009 MIAMIDADE BY:--- 'K-L-) -------- AU&W-DARE COUNTY , FLCIRMA =0 90 O-)-R4 METRO -DADS FlAaM BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) E q40 WEST FLAGLER STRUT, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (N�A g� g, LJ E.&Windows 10653 N.E. Quaybridge CL M1=4 FL 33158 - SCOPE: 77 This NOA is being issued under the appli verning the use of COnStraCdOn materials. Product Control Division and accepted The documentation submitted has been by the Board of Rifles and Appeals (BO u County and other areas where allowed by the Authority Having Jurisdiction (AHJ)- This NOA shall not be valid after the expiration date gated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the Am (in am other than mumit 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Ahnifirium Outswing French Door APPROVAL DOCUMENT: Drawing No. W04-51, tided "SenesA000 Alum Outswing French Door Impact sheets I thrit 6 of 6, prepared by A1,Farooq Corporation, dated 06/10/04 with revision "A" on 08/0604, signed by 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 Miarm Dade County Product Control Division. MMILE 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 consists of this page I and evideaW pAit 19-:C ad 8-2, & vbIl as approval document mentioned above. so .. •. • • %: 1 . The submitted documentation was reviewe6b; Het6ko 9.4o"ertlIX, Director, BCCO s ee • • 00 • . .0. NOA No 04-0712.02 k.q ON : 9 0 0 sElphuflon Date.- S eptember 16,2009 s s • Approval Date: September A 2004 • a ll, Pap 1 i E.S. Windows i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -51, titled " Series -4000 Alum Outswing French Door- Impact", Sheets 1 thtu 6 of 6, prepared by AL- Farooq Corporation, dated 06110/04 with revision "A" on 08/06104, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, FBC, TAS 201 -94 5) Cyclic Loading Test, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawing and installation diagram of a aluminum outswing french door, prepared by Fenestration Testing Laboratory, Inc., No. FTL -3947, dated 02/04104, signed and sealed by Edmundo J. Largaespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, FBC, TAS 201 -94 5) Cyclic Loading Test, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked up drawing and installation diagram of a aluminum outswmg french door, prepared by Fenestration Testing Laboratory, Inc., No. FTL -3955, dated 02/04/04, signed and sealed by Edmundo J. Largaespada, P.E. C. CALCULATIONS 1. Anchor calculations, ASTM- E1300, and structural analysis, dated 06 /09/04, prepared, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00-1212.04 issued to E.I. DuPont DeNemours for "Dupont Butacite® PVB" dated 02/15/01, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 1204.01 issued to E.I. DuPont DeNemours for "Sentry Glass ® Plus" dated 01/17/02, expiring on 0l/ / . .. ... . . . . . .. . . .. . . a** • • • • V HCrmini0 F. Gonzalez, P E. Director, Bmlding Code Compliance Office • • • • • • • NOA No 04 -WIL02 • : • • • • :EiJp "on Date: September 16, 2009 0 * • • : : • • • • • Approval Date: September 16 2004 E -1 . . . ... . . . . . . . . . :00* . 660 0 0 0 ... 0 . E.S. Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBhffITED F. STATEMENTS 1. Statement letter of conformance and no financial interest, June 09, 2004 signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, June 09, 2004 signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBQ. •• ••• • • Y • •• • • • • • • • • • • • • HwmUnio F. Gonzalez, PY. Director, Bmllding Code. CompHam Office • • • • • • . . Y NOA No 040712.02 :. : :.. . • : MIpAmflon Date: September 16, 2109 • : • • • 114roval Date: September 16, 2004 • . . • . • • . . • . •. .• . . • .• .. 144' 71 3/4 �'{J ADDL ANCHORS READ. WID1H ADDL ANCHORS REDD. FRAME WWM I INTO OR THRU WOOD BUCK INTO OR THRU WCOD BUCK INSTALLATIONS OM.Y 34 9 /S" 88 3/4 34 S/9 INSI'AlAAi1DNS ONLY as 3/4• HEAD & SILL FRAME HEAD & SILL FR. HEAD & SILL FRAME HEAD & SILL S MAX. TYP. 12 SURFACE APPLIED S MAX. TYP. 12° Z+ HFAD /SILL CORNEAS q 1 MAY � HEAD/s0.L CORNERS q MAX. U E --- -k ---- - - -- - - -- qqq — - - - -- ___ -- - -- -- -- • •• u \ u u / n \ If _ u if • • •• ••' • • II �I — i5 11/ II II jI� /' o 00 .. . == =�k = == r k = == • ... . B lI \ II Ir •••••s �•• •• • B • B ii D ii \ / ii ii 00 0 F7 11 • • • •: • • • • • 30 1 /a 28 1/16• t1iA�x 30 1 /a' 26 1/18• M1Arx • • • • •: • • D.L. OPG. D.L. OPO. D.L OPG. D.L GPO. �N •••••• • •• ••• •• 341/4 3411/16 341/4' }, • • • • PANEL WIDTH LEAF WIDTH PANEL WIDTH m C • • • • • • •. • • • • • • . • TYPICAL ET.EVanONS • • TESTED UNITS SERIES -4000 ALUM OURSWING FRENCH DOOR 3/16° H.S. GLASS 3116' Hs' GLASS 1/6 HS. GLASS THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. .060 INTERLAYER .090• INTERLAYER .080' INTERLAYER ed®awe 'DUPONT SENIMLAS PLUS' 'DUPONT BUPACTTE PVB' 'DUPONT BUTACRE Pff APPROVAL APPLIES TO SINGLE 00 AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELTES. 3/16 HS. GLASS 3/18 HS GLASS 1/6 HS GLASS NOA p� SIDE LRES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LO C APAC I TI ES. SILICONE SILICONE Tm L.I SILI W CORNING 79S DOW CORNING 796 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO CORNING 795 TO COMPLY WITH THE 65 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE 1 HtIMANOUhl WOOD S B MUST BE ANCHORED PROPERLY TO TRANSFER m IS I I e" s� S C ANCHORS SHALL. BE AS LISTED, SPACED AS SHOWN ON DETAILS. gg ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS dmaring no. ARE NOT PART OF THIS APPROVAL GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'C AUG 10 7004 W04 -51 A 33X INCREASE IN ALLOWABLE STRESS WAS USED IN DESIGN OF ANCHORS. GLAZING OPTIONS sheet of • 0 ... ' HTS: • J• Vl0MPJlAL • s W MTHS: to -3/4• • •98- ". LEAF HEOHr 77 -1 14' 93 -1/a• I oAYLrrE DPO. 8B -t /1e• 88 -1 18' C FRAME wan LEAF vnm oAYUTE O,O E NC�M�Om 11/169 \ 4' 28 11/16' 20 - 1/16 71 - We 1 34- 11/16° 1 26 -1/18' DOOR LEAFS CAN BE GLAZED WITH TYPE 'A', 'B' OR 'C' GLASS 0 FRAME WIDTH C 0 \ \ \ B / O (x) (xx) MAXIMUM DESIGN LOAD RATING + 70.0 PSF ( FOR DOORS WIH= S01aM ) - 80.0 PSF WIDTH (W) FRAME HEIGHT I GUSS TYPE 'C' 1 GWS 'TYPE '6' 6 '8' _- GLM TYPE 'C' cum TYPB 'A' h 'B' INCHES Ff./IN. I ExT, ( +) I err. -) EXt: +) I W. (-) W. +) I INI'. -) DtT. +) I W. ( -) 1e 70,0 solo 70.0 80.0 70.0 L 804 70.0 80.0 21 70.0 solo 70.0 60,0 70.0 1 80.0 70.0 80.0 24 70,0 80.0. 70A 80.6 70:6; 80.0 70:0 -=0. 27 8/B 70.0 80.0 70.0 80.0 7oA 80.0 70.0 80,0 AV t>� 30 70,0 s.0 70.0 80 ,0 70.0 80.0 70.0 80.0 @roe 33 70.0 80.0 70.0 80.0 70.0 80.0 70.0 BOA JB 70.0 732 70.0 80.0 70.0 73.2 70.0 80.0 39 B0.8 68.8 70.0 80.0 We BS8 70.0 SOA py 42 1 70.0 74.2 70.0 80.0 704 742 70.0 so-o 1B V69.16WO.4 0 70.0 80.0 704 80.0 70.0 80.0 21 o 70.0 80.0 704 80.0 70.0 80.0 WIDTH (Y� 24 0 70.0 80.0 70A 80,0 70.0 80.0 A 27 7/0 0 70,0 80.0 70A 80.0 70.0 solo 30 0 70,0 90. 80.0 70.0 80.0 33 0 70.0 80.0 70.0 80.0 70.0 804 E 38 70.0 80.0 89.4 80.4 39 7D.0 10.0 62 .2 B22 70.0 80.0 i B V" 70.0 78.5 70.0 80.0 70.0 80.0 21 70.0 74.8 70.0 80.0 70.0 80.0 24 70.0 71.1 70.0 80.0 70.0 80,0 27 8/0 87.0 67.9 704 80,0 70.0 80.0 30 B&0 88,0 70.0 80.0 70.0 80.0 33 82.4 82.4 70.0 76.8 760 78,9 (0 ) (OX) a o 0 F \ \ \ B D \ C A 0 C (am) -n v 0 m 1 14 1 , Ho I , k t , 1; araWm� W04 -51 t,wIw 0. a .. .. . . . .. .. . ... . . . . ... l 4T • �. . • • (siTa O /B' MM. TMOK) S ELEY OiORS PACING • FOR S • • •. • • • • i • i Sm :V:FO %� STEE INUM�: 80533 1�'8 MIN G •. • • • •} -101Y ON BU TYPICAL ANCHORS }}yy • • • • ' 4 .i .� .:'° ' 1 d NlDOD BUCK SEE ELEV. FOR SPACING z A •• .•'r'•.Ro; an N 8 es go 16 1 18 13 TYPICAL ANCHORS SEE ELFl. FOR SPACING I �t 8 PENEMMON 3 e WOOD BUCKS NOT BY E.S. WINDOWS, MUST SUSTAIN LOADS IMPOSED BY G SYSTEM AND TRANSFER THEM TO TH E BU ILDING STRUCTURE .EV 31 31 TYPICAL ANCHORS SEE E. FOR SPACING OP MNAL MIN ,i/4 TAPCONS INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1- 3 /8 PENETRATION INTO WOOD O g $ THRU 1BY BUCKS INTO CONC. OR MASONRY Q C 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY o DIRECTLY INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY .,t z �` 0114 SMS OR 1/4° T s SELF ORII i INO SCREWS rt g F � r INTO METAL STRUCTURES (1/8 MIN. THICKNESS) �u (114 MAX. SHIM SPACE) SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 3 31 WHITE/ALUMINUM COLORED SILICONE a � i x MGL BOLT PENETRATION 1`)r INTO SILL -''- 16 18 3 3 77gg 14 14 O 'B ' ° • . ALtpM'aT0 w�1A{90 • n y�1'� 1 CNRE 9 •. '° •.. �� V . : e , ° . • °.. 3/18 ° WEEP Sill' n ° ANdHOIS Too. $ n °• ANCHOR5 TY�CAL 3/18 X f-1 2` • .. g� ELEV. FOR SPACING 2/ SILL X � • SEE EF/. FOR SPACING gyms drawing no. 1 /SILL AT SDE.ITFS A 1 0214 W04 -51 STATIONARY UNITS OPEPLAHL chest 3 of 6 . . . . . . . . . . •i • • • INTERIOR EXPOSED FLUSH BOLTS • • • • • • • • • • • • $10 X 3/4' so AT 10° FROM EACH END • • • • • • • • • • • • • • M /4° �'•' • �. � ®0 FROM ENDS O © CONCEALED FLUSH BOLTS • • • ;S-14—IM� • • & 14' O.C. MAX. AT 10 FROM EACH ENO • • • 4 (FLUSH BOLTS AT ACTIVE AND INACTIVE LM .. MED 13 13 OF HU�NE DU PERIODS ••• • • •• • 10 7 18 0 • • • :G. U Ms. 3 21 4 D.L OPG. D.L OPG. SIDFJITE PANEL WIDTH LEAF WIDTH L FRAME WIDTH EXTERIOR TYPICAL OFD TRIM SEE aV. REINFORCING AS REM R SPACIN0 A8° X 2 X . 88° FALL LENGTH STL 1 S° SEE SHEET 2 FOR CAPACITY EEL (ST TO BE PANTED OR PLATED) TYPICAL ANCHORS TYPICAL ANCHORS SEE EL.EV. FOR SPAt10 SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHOE ACE SHIM SPACE O O 2 © 2 2 fill ° 13 ' 4 1 8 B aer ; g D.L. ttP0 D SUM ., 5N' IBY WOOD (BUCK Fffi 18!07 LEAF WIDTH APWW�aooem 4'bi•fdtlm �� .d� FIIa pGl Gde 9 8 FRAME WIDTH NOAf I °'- -_ droving no. EXTERIOR n emo AUG 1 ZM4 W04 -51 sheet 4of 8 • . . . . . . . • . s 4.000 2125 1= 9 PART 9 QOANTrrY D88Capnox MATERIAL MANE. /SUPPLum/alawn C V • • •�• •• • I•":. 77 . - bI .381 F�� 0 1 fB3001 -1 1 FRAME HEAD 8083 -T8 - • • • • • • • I I .BBB + 2 E9�01 -2 a DOOR FRAME JAMB 8053 -T8 - v z S •� • • • `rIJ '� •• 3 E33002 -1 1 DOOR FRAME SILT. 8083 -TB ! • • • • • • j _ 1 : • • 2 .105 4 ES7003 - AS REOD. 9OINS E ADAPTER 8083 -TB - � • 0.312 8 M3004 AS READ. SHEAR PLATE • ANCHOR LOCATIONS 5083 -T6 3 LONG r .078 8 ES300-1 a/ LEAF TOP AND BOTTOM H 0083 -T8 - s{ 3 WEDGE GASKET (� 1:1) 888 7 Es3006-1 1/ f.EAF DOOR LEAF JAMB - wNOE SLOE Boas -r5 S • • • • • • • • • 2lti S E33007 -1 1/ LEAF DOOR LEAF LOOK BIDE 8003 -T8 - • • • • • • • • 21x5 • • i • i • HEAD /tlAMB S E83007 -2 1/ LEAF DOOR LEAF - KEEPER SIDE 8083 -TB - 4 3 07 8 10 E330o8 -1 AS REQD. SIDELITE STILE 8083 -T5 s• • • • • • • � e •- 3' 89 ® - 12 2874 2,000 ® I I 13 Es3011 AS READ. JAMB TRIM 8063-TS OPTIONAL 1900 L ® I I 14 ESM12 1 su COVER 8083 -TB APTER SHEAR PLATE �_ 1a E93613 2/ LEAF' WEATHERSTRIP ADAPTER 8003 -Ta (D - Ilk 1a WEATHERSTRIP AD 18 MM14 -1 4/ PANEL PANE. CLAMP 8-T8 f.780 I 053 ® 17 ES3003 -3 3/ OPEC LEAF HINGE ASSEMBLY 0063-78 1,000 I (a 3.375 18 FO -100 - MANUALLY OPERATED FLUSH BOLTS SW.UVM & ASSOCIATES il - DOOR LOCK (SAVANNAH 2O1SL) - YALE 20 - - STEAD BOLT LOCK (PR611ETt) - YALE .078 21 22321NG AS READ. FIN -SEAL. PILE W'S RIPPING - ULTRAFAS 982 -- 22 W= AS READ. SULK WEATHERSIRIPPNG VINYL AT SIDELRE PANES 4,100 3.000 I ® I 24 - AS REQO. HINGE REINFORCING BAR ALUMINUM i/B' THK. % 7 -7/8' LONG 25 - 2/ LEAF 3/8' M THREADED ROD W/ NUTS STEEL - a } JAMB TRIM (OPTIONAL) 2.1 ® 26 - AS READ, FRAME AM. SCREWS - 810 PAN HEAD SMS m 27 - - - - - 1.112 28 ES4014 AS REOD, 130MM PAL GLASS STOP NEOPRENE - 28 E84016 AS READ. PANEL SIUCONE STOP NEOPRENE - N M O 6 TOP /BOTTOM RAIL 1 3 PIECE HINGE 30 - A9 REGO. 3/8 DIA X 1/8' NT. BUMPER SILICONE FRANK LOWE RUBBER 00. " aso 1931 _ . 31 E94013. AS RECD. WEDGE GASKET 32 ES= 2/ SALE FLUSH BOLT BRACKET 6063 -TS - Z � 1.145 2183 33 - 2/ BM. BRACKET WALL.ATKIN SCREWS - 10 X 1 ° FH SIA,9 O .480 ,078 34 Q/LON AS REQD. DOOR PANEL W'SIRIPPIND SCHLEOEL U) to PANEL CLAMP 2000 913 4000 g 3 FRAME SILL 1.780 .821 € 1.14a .084 .082 475 927 � 10 SIDE UTE STILE 14 SILL COVER < 4.828 ,813 4,000 ' .084 _ 2074 Ew DR 1RUCNRE9 78 .0 .398 - FlA M g 9pD87 1984 9801.750 CAN. w 1.750 .580 .750 t3Ae b Ll F .095 41100 ssso B1PWm AUG 1 � 4 drawing no. 815 W04 -51 Q HINGE STILE e e LOCK STILE/KEEPER STILE ®SIDELTTE ADAPTER eh•etBoT . .... . . .... .. .. . . ..... . . .. r , . .. ... . . ... ..... . .. .. . ....... a log WORM a drawing no. AUG 1 0 2404 W04 -51 sheet of 6 IR 0000•• 0000 • • - 0000.• • •• 0000•• • • • • 0000•• 0000•• • • • .• 0000 0000• •• • 0000 0000• 0000 0000•• 000000 00•0 00 00 • • • •••••• • • • • 00000• •••• • • • • • • 0000 • 0 • • 0• 0 0 •• • • 0000 elms SHOP DRAWING JOBNAME a SUB/VENDOR NAME � l tJ/JG P EX CEPTIO NS NS TAKEN SH ®P ®R G# REVISE A RESU IT CHECKED 01 REJECTED ..�._.. EXCEPTIONS NOTE Review ®t this submittal by Twenty First Century Engineering Corporation is solely for garw-sl co nformance with the design concept of the project and general compliance witty t1ne lnfornnanan and specifications. Contractor is responsible for dimensions, which shall be contir -nee �W correlated at the job site; fabrication processes and techniques of construction; coordination of U a work with all othhew trades; and the satisfacloq performance of the work per contract and docu ments. FIRST TWENTY CENTURY RNOINEERING CORP. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ` Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 106347 ; Permit Number: RC -11 -07 -2404 Scheduled Inspection Date: April 30, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Steel Owner: PENKWITT, PATRICK Work Classification: Garage Enclosure Job Address: 500 GRAND CONCOURSE Miami Shores, FL 33138 -2465 Phone Number Parcel Number 1132060171440 Project: <NONE> Contractor: BLUE STREAM HOME BUILDERS & C ONSTRUCTION MANA Phone: (954)566 -5503 Building Department Comments �N +Cy Z�q Inspector Comments Passed CREATED AS REINSPECTION FOR INSPA05642. CREATED AS REINSPECTION FOR INSP- 105526. Each opening requires two cells per side per plan. NB Failed ❑ Garage door infill cells only. NB 2/10/09 Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. w_ :I nn nnnn n__._ n _e •� ��R,� `` Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)796-2204 Fax: (305)756-8972 ............................................. ............. ........................................................ ........................................... . ............. ......... 0 ............. . ....... ... ......... A 9 -228 J ig li.:.......«. Scheduled Inspection Date: April 08, 2009 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Top Out Owner: PENKWITT, PATRICK Work Classification: AdditiontAlteration Job Address: 500 GRAND CONCOURSE Miami Shores, FL 33138-2465 Phone Number Parcel Number 1132060171440 Project: <NONE> Contractor: A YOUNG PLUMBING CORP Phone: (305)924-2243 Building Department Comments I p or Comments Passed V Failed Correction Needed ❑ Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 07, 2009 Page 7 of 9 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL vo, Phone: (306)795 -2204 Fax: (30 5)756 -8972 ------------------__ ------------------------------------------ - - ------_---------- ------------ ---------------------------------------- ---------- ---------------- .... ...... ---- - ------ ---- Scheduled Inspection Date: April 03, 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: W. W. Owner: PENKWITT, PATRICK Work Classification: Addition/Alteration Job Address: 500 GRAND CONCOURSE Miami Shores, FL 33138-2465 Phone Number Parcel Number 1132060171440 Project: <NONE> Contractor: JAFE CONTRACTING CO Phone: (964)921-6360 Building Department Comments APR 0 8 UM Inspector Comments Passed El Failed val El Correction Needed ❑ Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 02, 2009 Page 14 of 14 1 Illiil IIIII IIIII IIIII IIIII II111 Illtl 11111111 NOTICE OF COMMENCEMENT C--FN 68 � Ps 0477 �� P9 ) OR I?I. 26 F's t_��77e (1us? A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 1IA1 �`L0`�` `T R UVI{'�la CLERK ERK R� O OFF COURT MIAMI -DADE COUNTY? FLORIDA PERMIT N0. ,eC:0;?" 2.40 V TAX FOLIO NO. 3Z (,-017 /V �� LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 4!!?1W s?1 S/�o S �'G i9/yt� / /, /2- 964 q - 7 GoT 512 // S 7 / 30 S�� C /+4n1r0 C'O AL01UI-SIL _ / 2. Description of improvement: ZZv7 - C-A Q&, ��'� ® ✓��oa�� 3. Owners) name and address: PADC /ck �'�i/ wI niD 6 '0N4002S-e- !&,jjz 5, 44-5 le Interest in property: Name and address of fee simple titleholder: 4. Contractor's nam / e and address: .�Ih�r�ic.��/ der E VIC co /U? ®8 BCuGS — 71Z64✓1 � 92 1llt�s 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: /✓� 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Flo 'da Statutes, Name and address: /L<C,F frAl Oer : , � oc� CMAAA CO31QCQYAA ' _ Alimm s 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida tatutes. Name and address: 4C 6 6CICXC-Ano 1VJ4 d2'S 6A 4 ,dAwi , - 3 3/ / 9. Expiration date of this Notice of Commenctment: (the expiration date is 1 year from the date of recording unless a different date is specified)_ r f, Signature of Owner Print Owner's Name /�, Prepared Sworn to and sub cubed before me this day of , 20 S Address: ) Notary Public 100 Ad,!6� Print Notary's Na e M - My commission expires: 123.01 -52 PAGE 4 8(02 �O Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 Te �aoa 756.8972 BUILDING Permit No PERM IT APPLICATIO Master Permit o. FBC 2004 Permit Type (circle): Building me Roofmg Owner's Na (Fee Simple Titleholder) '/ f � A- r P� /e A P- Owner's Address City— a/b L 3 4ce - State Pl ®n / 4 Zip 3 TenanbUssee Name Phone # Job Address (where the work is being done) Y GA +.., J l- CJ A° ec✓ �l f2 S '-� City Miami Shores Village County Miami -Dade Zip 3 3 1 3 8 FOLIO / PARCEL # _ 11-3,20 Is Building Historically Designated YES NO Contractor's Company Name & y` /l .04 B - Phone # Contractor's y Address �� 3 8 14 14 � .0�- City 6 r' W & ALL State Zip - 3 - 3 I1 ,l Qualifier Name 1: ' 2a l)-en r Phone # State Certificate or Registration No. C 6' Certificate of Competency No Architect/Engineer's Name (if applicable) X 5 r QA r*/�f3 Phone # ^�' 5 Value of Work For this Permit $ ®� Square / Linear Footage Of Work: 91 ell Type of Work: ❑Addition Alteration ew : .,, ❑ Repair/Replace El Demolition e Describe Work: -e !/ 5l a.d ,� o n ti 0. � Submittal Fee $ Permit Fee it F $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ k D B' $ Zo " g $ Bond $ Code Enforcement $ Double Fee $ T Structural Review. $ 601, Total Fee Now Due $ See Reverse side 'L 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 lawt 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 Contract r The foregoing instrument was acknowledged before me this �3 The foregoing instrument was acknowledged before / me this day of f 6WOW 20 Q1° , by iYl °C �2 W_ �� t � 'day of , 20 QQ, by �. ICfi i � YhfG who is personally known to me or who has produced - fL a , who ' p �as nally known me or who has produced As identification and w identification and who did take an oath. 81 NOTARY PUBLIC: K" ARTOLA NOTARY P IC. 1y otnaw. expiee Iko. 08, 2011 Sign: Sign: Print: )a � l� Print: Elg Public State of FloMa She=! F11 My Commission Expires: My Commission Ex off �Y Commission DD51fi594 nF a Expires 02/09/2010 APPLICATION APPROVED BY f, " /l 3 I m 6 9 ,� Lr�G�' • Plans Examiner Engineer Zoning (Revised 07 /10/07) \ / UT t + E ECEIVED EX 2W . = .0 T . N EW i N EW 2x8 LEDGER BOAR LIB LE D05 ER - :I E r TIE BEAM TO BE UPTLM CONC3QETE BEAM SAILI AND REMOVE W I t a E>CSTW.s TIE 11 i�r�i�yffyr�x�z.- s> �r� :a�nsait�r�r+e��s�KZ�c�sac,*� e�A1= i { a EXISTING U)ALL.,;; TO REMAIN 1 IN • UJ ' lv a: , W/ 9 3 ST"mars .. r E FaNDATION AND SLAB TO RE er TM Ow" TO TOP OF mmm New D oor O 77 mom Y 1 X I L 0,Io�,■ ��[:.��I�� .��I� ■!'.ILA?! ! 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' ' ! f f ! 3 { € Page 1/4 Concrete Beam Design Db: Penkwit Designed By: CM eam ID: Concrete Beam Checked By: JC ime: 2:21 p.m. 3/19/2009 Program: Concrete Beam Design v2.0 C O N C R E T E B E A M D E S I G N ascription: Code : ACI (2002) Design Method : Ultimate Strength Member Type : Beam Cross Section Shape : Rectangular pan Data: Main Span Length 3.500 Ft Left End Support Pinned Right End Support Pinned Left Support Width 0.000 In Right Support Width 0.000 In Left Haunch Start Location Not Present Right Haunch Start Location Not Present Toss Section Data: Total Depth at Mid -Span 12.000 In Top Width at Mid -Span 8.000 In aterial Data: f'c 4.000 K /In ^2 Flexural Reinforcing fy 60.000 K /In ^2 Concrete Density 144.000 Lb /Ft ^3 Shear Reinforcing fvy 60.000 K /In ^2 Concrete Tensile Strength 0.423 K /In ^2 Stress Block, Beta 0.850 ssign Criteria: Bottom Cover to Stirrup 1.500 In Top Cover to Stirrup 1.500 In Side Cover to Stirrup 1.500 In Total Load Deflection Limit : L/240.00 Live Load Deflection Limit L/360.00 Allow Cuts in Tension Zone : N Check Crack Control Provisions Y ECHO O F LOAD I N P U T DEAD LOAD LIVE LOAD WIND LOAD EARTHQ LOAD ROOF LOAD Check Deflection: Yes ain Span # 1 Uniform Load: 1.100 K /Ft 0.600 K /Ft Distance to Begin: 0.000 Ft 0.000 Ft Distance to End: 3.500 Ft 3.500 Ft C R I T I C A L SHEARS S MOMENTS DEAD LOAD LOAD COMB 1 LOAD COMB 2 LOAD COMB 3 LOAD COMB 4 goad Combination Dead Load: 1.400 x Dead Load goad Combination # 1: 1.200 x Dead Load + 1.600 x L + 0.500 x R .cad Combination # 2: 1.200 x Dead Load + 1.000 x L + 1.600 x R goad Combination # 3: 1.200 x Dead Load + 0.800 x W + 1.600 x R goad Combination # 4: 1.200 x Dead Load + 1.000 x L + 1.600 x W + 0.500 x R Shear Left End: -2.695 K -3.990 K -3.360 K -2.310 K -3.360 K Moment Left End: 0.000 K -Ft 0.000 K -Ft 0.000 K -Ft 0.000 K -Ft 0.000 K -Ft Shear Right End: 2.695 K 3.990 K 3.360 K 2.310 K 3.360 K Moment Right End: 0.000 K -Ft 0.000 K -Ft 0.000 K -Ft 0.000 K -Ft 0.000 K -Ft Maximum Moment -2.358 K -Ft -3.491 K -Ft -2.940 K -Ft -2.021 K -Ft -2.940 K -Ft Located at: 1.750 Ft 1.750 Ft 1.750 Ft 1.750 Ft 1.750 Ft Max Deflection 0.001 In 0.001 In 0.001 In 0.001 In 0.001 In Located at: 1.750 Ft 1.750 Ft 1.750 Ft 1.750 Ft 1.750 Ft Page 2/4 Dead Part: 0.001 In 0.001 In 0.001 In 0.001 In Inflection Points: 0.000 Ft 0.000 Ft 0.000 Ft 0.000 Ft 0.000 Ft 3.500 Ft 3.500 Ft 3.500 Ft 3.500 Ft 3.500 Ft Reaction Left End: -2.695 K -3.990 K -3.360 K -2.310 K -3.360 K Reaction Right End: -2.695 K -3.990 K -3.360 K -2.310 K -3.360 K C R I T I C A L SHEARS & MOMENTS LOAD COMB 5 LOAD CCMB 6 LOAD COMB 7 LOAD COMB 8 LOAD CCU 9 )ad Combination # 5: 1.200 x Dead Load + 1.000 x L + 1.400 x E + 0.200 x R )ad Combination # 6: 0.900 x Dead Load + 1.600 x W )ad Combination # 7: 0.900 x Dead Load + 1.400 x E )ad Combination # 8: 1.200 x Dead Load - 0.800 x W + 1.600 x R )ad Combination # 9: 1.200 x Dead Load + 1.000 x L - 1.600 x W + 0.500 x R Shear Left End: -3.360 K -1.732 K -1.732 K -2.310 K -3.360 K Moment Left End: 0.000 K -Ft 0.000 K -Ft 0.000 K -Ft 0.000 K -Ft 0.000 K -Ft Shear Right End: 3.360 K 1.732 K 1.732 K 2.310 K 3.360 K Moment Right End: 0.000 K -Ft 0.000 K -Ft 0.000 K -Ft 0.000 K -Ft 0.000 K -Ft Maximum Moment -2.940 K -Ft -1.516 K -Ft -1.516 K -Ft -2.021 K -Ft -2.940 K -Ft Located at: 1.750 Ft 1.750 Ft 1.750 Ft 1.750 Ft 1.750 Ft Max Deflection 0.001 In 0.001 In 0.001 In 0.001 In 0.001 In Located at: 1.750 Ft 1.750 Ft 1.750 Ft 1.750 Ft 1.750 Ft Dead Part: 0.001 In 0.001 In 0.001 In 0.001 In 0.001 In Inflection Points: 0.000 Ft 0.000 Ft 0.000 Ft 0.000 Ft 0.000 Ft 3.500 Ft 3.500 Ft 3.500 Ft 3.500 Ft 3.500 Ft Reaction Left End: -3.360 K -1.732 K -1.732 K -2.310 K -3.360 K Reaction Right End: -3.360 K -1.732 K -1.732 K -2.310 K -3.360 K C R I T I C A L SHEARS & MOMENTS LOAD COMB 10 LOAD COMB 11 LOAD CHID 12 LOAD CCNB 13 LOAD COMB 14 oad Combination 410: 1.200 x Dead Load + 1.000 x L - 1.400 x E + 0.200 x R oad Combination #11: 0.900 x Dead Load - 1.600 x W oad Combination #12: 0.900 x Dead Load - 1.400 x E Shear Left End: -3.360 K -1.732 K -1.732 K Moment Left End: 0.000 K -Ft 0.000 K -Ft 0.000 K -Ft Shear Right End: 3.360 K 1.732 K 1.732 K Moment Right End: 0.000 K -Ft 0.000 K -Ft 0.000 K -Ft Maximum Moment -2.940 K -Ft -1.516 K -Ft -1.516 K -Ft Located at: 1.750 Ft 1.750 Ft 1.750 Ft Max Deflection 0.001 In 0.001 In 0.001 In Located at: 1.750 Ft 1.750 Ft 1.750 Ft Dead Part: 0.001 In 0.001 In 0.001 In Inflection Points: 0.000 Ft 0.000 Ft 0.000 Ft 3.500 Ft 3.500 Ft 3.500 Ft Reaction Left End: -3.360 K -1.732 K -1.732 K Reaction Right End: -3.360 K -1.732 K -1.732 K SECTION D E S I G N I N F O R M A T I O N SECTION F L E X U R A L DESIGN Mid -Span Region Cross- Section Information Total Depth 12.000 In Distance to Centroid As 9.81 In Top Width 8.000 In Distance to Centroid A's 2.19 In For Design Moment, Mu 0.000 K -Ft Required As 0.175 In ^2 (p : 0.002) Required A's 0.000 In ^2 (p : 0.000) Provided As 0.620 In ^2 (p : 0.008) Provided A's 0.000 In ^2 (p :• 0.000) Page 3/4 Reduction Factor, Phi 0.90 Moment Capacity, *Mn 25.469 K -Ft Gross Area 96.000 In ^2 Gross Moment of Inertia 1152.000 In ^4 Neutral Axis Location 6.00 In N (Es /Ec) 8.04 Modulus, Ec 3606.51 K /In ^2 Cracked Moment of Inertia 303.230 In ^4 Neutral Axis Location 9.07 In Cracking Moment 7.576 K -Ft 4id -Span Region Cross- Section Information Total Depth 12.000 In Distance to Centroid As 9.81 In Top Width 8.000 In Distance to Centroid A's . 2.19 In For Design Moment, Mu -3.491 K -Ft Required As 0.262 In ^2 (p 0.003) Required A's 0.000 In ^2 (p 0.000) Provided As 0.620 In ^2 (p 0.008) Provided A's 0.000 In ^2 (p 0.000) Reduction Factor, Phi 0.90 Moment Capacity, *Mn - 25.469 K -Ft Gross Area 96.000 In ^2 Gross Moment of Inertia 1152.000 In ^4 Neutral Axis Location 6.00 In N (Es /Ec) 8.04 Modulus, Ec 3606.51 K /In ^2 Cracked Moment of Inertia 303.230 In ^4 Neutral Axis Location 9.07 In Cracking Moment 7.576 K -Ft Indicates That Nominal Resistance Includes Appropriate Phi Factor BOTTOM B A R S Mid -Span Region Design Moment, Mu 0.00 K -Ft As Required : 0.175 In ^2 As Provided 0.620 In ^2 d 9.813 In Bar Size #5 Number of Layers 1 Layer Spacing 0.00 In Number of Bars 2 Bars in Lower Layer 2 Ld 14.23 In At Left Support Percent of Bars Continuing into Support 100 Suggested Bar Cutoff (from Centerline of Support): 0.00 In At Right Support Percent of Bars Continuing into Support 100 Suggested Bar Cutoff (from Centerline of Support): 0.00 In T O P 8 A R S - M I D S P A N * ** NOTE: Negative Moment Extends Across Span * ** Design Moment, Mu -3.49 K -Ft As Required 0.262 In ^2 As Provided : 0.620 In ^2 d 9.813 In Bar Size : #5 Number of Layers : 1 Layer Spacing : 0.00 In Number of Bars : 2 Bars in Top Layer : 2 Ldl : 14.23 In MAXIMUM D E F L E C T I O N S Load Short Long Max Short Max Span Comb Total Total Allow Live Load Allow Ieffeative In In In In In In ^4 MAIN DEAD 0.001 0.175 OK 1152,00 1 0.001 0.003 0.175 OK 0.000 0.117 OK 1152.00 2 0.001 0.003 0.175 OK 0.000 0.117 OK 1152.00 3 0.001 0.002 0.175 OK 0.000 0.117 OK 1152.00 4 0.001 0.003 0.175 OK 0.000 0.117 OK 1152.00 5 0.001 0.003 0.175 OK 0.000 0.117 OK 1152.00 6 0.001 0.002 0.175 OR 0.000 0.117 OK 1152.00 7 0.001 0.002 0.175 OK 0.000 0.117 OK 1152.00 Page 4/4 8 0.001 0.002 0.175 OK 0.000 0.117 OK 1152.00 9 0.001 0.003 0.175 OK 0.000 0.117 OK 1152.00 10 0.001 0.003 0.175 OK 0.000 0.117 OK 1152.00 11 0.001 0.002 0.175 OK 0.000 0.117 OK 1152.00 12 0.001 0.002 0.175 OK 0.000 0.117 OK 1152.00 S H E A R D E S I G N - M A I N SPAN ----- -- -------- - ----- Left Side - --- ------------ - -- -- --- -- ----- --- -- -- - --- Right Side --------------------- Nmber @ Spacing Al Nwmber @ Spacing Al In ^2 In ^2 pacing starts from face of support .... one Required None Required Steel Design Report Element: Und"I (C:wcMeen) Co m p aw Desmiptim: Steel Beam User. Date: 03119/2009 02:38 PM Software: Digital Canal Steel Beam Design GENERAL Uff ORMATION Description Value Description Value Design Criteria Design Steel Yield Stress 50 KftA2 Design Code RISC LRFD (1994 ) Section Shape C Total San Len 3.50 Ft Maximum Section Depth 8.00 in First Node Support Pinned Minimum Section RMth 8.00 in Last Node Support Pinned Back Back Distance double qgPos on( Total Load Deflection U240.00 Section Width (angles and tubes onl Live Load Deflection L Number of Solutions 10 Maximum Stress Ratio 1.000 Live Load Patternin Yes Bendin g Coefficient 1.0 Check Section List LTB Leigh SPAN LENGTH DATA (Unit: Ft) Span 1 1 3.50 - - _ _ LOAD HOORMATION LOADS Ret; Load Load Type Dir Begin Value Begin Position End Value End Position No. Case I Dead Linear Y -1.100 t 0.00 t -1.100 3.500 t 2 Live Linear Y -0.600 t) 0.00 t -0.600 t) 3.500 t LOAD COMBINATIONS LCI: IADL LC2: 1.2DL +1.6LL+0.5SL LCI 1.2DL +1.6SL +0.5LL LC4: 1.2DL +1.6SL+0.8WL LC5: 1.2DL +1.3WL+0.5LL+0.5SL LC6: 1.2DL +0.5LL+0.2SL LC7: 0.9DL +1,3WL LC8: 0.9DL -1.3WL ELEMENT REPORTS Note: Deflections are calculated based on E *I = le+3 W SPAN 1 Load Node No. Inflection Axial (K) Shear (I) Moment (K Max Distance Max Distance Comb Points (Ft) Ft) Moment (K (Ft) Deflection (Ft) Ft 1 1 0.000 -0.000 2.695 -0.000 2358 1.750 3.714 1.750 2 3.500 0.000 -2.695 0.000 2 1 0.000 -0.000 3.990 -0.000 3.491 1.750 -5.740 1.750 2 3.500 0.000 3.990 0.000 3 1 0.000 -0.000 2.835 -0.000 2.481 1.750 -5.740 1.750 2 3.500 0.000 -2.835 0.000 4 1 0.000 -0.000 2310 -0.000 2.021 1.750 -3.714 1.750 2 3.500 0.000 -2.310 0.000 5 1 0.000 -0.000 2.835 -0.000 2.481 1.750 -5.740 1.750 2 3.500 1 0.000 1 -2.835 1 0.000 6 1 0.000 -0.000 2.835 -0.000 2.481 1.750 -5.740 1.750 2 3 .50(1 0.000 -2.835 0.000 Steel Design Report for Dntitledl Page 2/2 7 1 0.000 -0.000 1.732 -0.OW 1.516 1.750 -3,714 1.750 2 3.500 0.000 -1.732 0.000 8 1 0.000 -0.000 1.732 -0.000 1.516 1.750 -3.714 1.750 2 3.500 0.000 -1.732 0.000 REACTIONS Node Load Comb PX (K) PY (K) Moment (K -Ft) No. 1 LCI: 1.4DL -0.000 2.695 -0.000 LC2: 1.2DL +1.6LL +O.SSL -0.000 3.990 -0.000 " LC3:12DL +1.6SL+O.5LL -0.000 2.835 -0.000 " LC4:1.2DL +1.6SL+0.8WL -0.000 2310 -0.000 LCS: I.2DL +1.3WL+O,SLL+0.5SL -0.000 2.835 -0.000 " LC6:1.2DL+0.5LL+0.2SL -0.000 2.835 -0.000 " LC7:0.9DL +1.3WL -0.000 1.732 -0.000 " LC8:0.9DL -1.3WL -0.000 1.732 -0.000 2 LC1:IADL -0.000 2.695 -0.000 " LC2:12DL +1.6LL+0.5SL -0.000 3.990 -0.000 " LC3:12DL +1.69L+O.SLL -0.000 2.835 -0.000 LC4: 1.2DL +1.6SL+0.8WL -0.000 2.310 -0.000 " I LC5:12DL +1.3WL+0.5LL+0.5SL -0.000 2.835 -0.000 LC6: 1.2DL +0.5LL +0.2SL -0.000 2.835 -0.000 " LC7 0.9DL +1,3WL -0.000 1.732 -0.000 " LC8:0.9DL -1.3WL -0.000 1.732 -0.000 CRITICAL MOMENT/SHEAR DETA M Section Name: C8s11.5 Status: OK SPAN 1 Unit Load Resistance Ratio Load Combination Effects Be X K -Ft 3.491 35.813 0.097 LC2:1.2DL +1.6LL+0.5SL Shear -Y K 3.990 47.520 0.084 LC2:12DL +1.6LL+0.5SL Total Deflection -Y In -0.006 0.175 0.035 LC2: 12DL +1.6LL+O.SSL Live Deflection -Y In -0.002 0.117 0.018 LC2: 12DL +1.6LL+0.5SL Steel Design Report Element: Umidall (C- WC09fae) may Deswipption: Steel Beam User: Date: 03/19!2009 02:37 PM Software: Digital Canal steel Beam Devga GENERAL INFORMATION Descri lion Value Descrf tIon Value Design Criteria Design Steel Yield Stress 50 KlW2 Design Code AISC LRFD 1994 Section Shape C Total Span Loigh 3.50 Ft Mwdm unt Section Depth 8.00 In First Node Support Pinned Minimum Section tlt 8.00 In Last Node Support Pinned Back -Back Distance double angles onl Total Load Deflection LI240.00 Section Width (angles and tubes Live Load Deflection L1360.00 Number of Solutions 10 Maximum Stress Ratio 1.000 Live Load Pattemin Yes Bendtog Coefficient 1.0 Check Section List LTB Len SPAN LENGTH DATA (Unit Ft) Span 1 1 3.50 - - _ LOAD INFORMATION LOADS Ref; Load Load Type Dir Begin Value Begin Position End Value End Position No. Case 1 Dead Linear Y -1.100 t 0.00 t - 1.100 t 3500 (Ft 2 Live Linear Y -0.600 (K/Ft 0.00 t -0.600 t 3.500 t LOAD COMBINATIONS LCI: 1.4DL LC2: 1.2DL +1.6LL+0.5SL L.CI 1.2DL +1.6SL+0.5LL LC4: 1.2DL +1.6SL+0.8 WL LCS: 1.2DL +1.3WL+0.5LL+0.5SL LC6: 12DL+0.5LL +02SL LC7: 0.9DL +1.3WL LC8: 0.9DL -1.3WL CRITICAL MOMENT S Y Ref: Section Name Status Governing Bending LC Shear LC Deflection LC Deflection LC No. Criteria Ratio Ratio Ratio-LL Ratio-17 I C8x11.5 OR BENDING 0.097 2 0.084 2 0.018 2 0.035 2 Recommended: C8x11.5 — Miami Shores Village Pew 7s Ft1ai Residert�ta1 10050 N.E. 2nd Avenue Miami Shores, FL 3313 8-0000 Phone: (305)795 -2204 pRfn* �OR�Np' Expiration: 06/1009 Project Address Parcel Number Applicant 500 GRAND CONCOURSE 1132060171440 Miami Shores, FL 33138 -2465 Block Lot: PATRICK PENKWITT Owner Information Address Phone Cell PATRICK PENKWITT 500 GARND CONCOURSE MIAMI SHORES FL 33138 -2465 Contractor(s) Phone Cell Phone Valuation: $ 4,000.00 JAFE CONTRACTING CO (954)921 -6360 Total Sq Feet: 0 Type of Work: ELECTRICAL Available Inspections: Additional Info: GARAGE ENCLOSURE Inspection Typ e: Classification: Residential Underground Rough Final Meter Box Alteration Relocation Fire Alarm Service Change W. W. Fees Due Amount Total Amt Paid Amt Due CCF $2.40 Education Surcharge $0.80 $ 0.00 $ 0.00 $ 0.0 Notary Fee $5.00 Permit Fee - Additions/Alterations $350.00 Payment Type: Scanning Fee $3.00 Technology Fee $ 5,75 Total: $369.95 J JAH MIAMI SHO ES VILLAGE In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility foi %all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated December 23, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Tuesday, December 23, 2008 1 Miami Shores Village 4 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 8 Y' "- Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. t - ;P 41 , 3 PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type Electrical Owner's Name (Fee Simple Titleholder) ��/� �^/�/„! Phone # 3o> 7 Owner's Address -S-Uc�. 644w,,Q City 4V4 / 44" State t Ld ",0 zip Tenant/Lessee Name Phone # E -MAIL: Pi�iX;4 f� - AIW o7T 0-1" 4 C- I " Job Address (where the work is being done) 9A® CIWA//J 6VC0d&y-C City Miami Sho Village County Miami -Dade Zip 3C3 FOLIO /PARCEL # e- ,3 ZO& of 9 . I �� Is Building Historically Designated YES NO X Contractor's Company Name �r� �/'/ Phone # 9�� Fey G -?& 0 Contractor's Address City AA 04vW V State �� zip 33o0o Qualifier Name -70-s -.a Atles,4 Phone# 9"5 State Certificate or Registration No. / Certificate'of Competency No. 63 core 154 (ox E- MAIL" F 0&1 ,! cc) t" 70 Architect/Engineer's Name (if applicable) Phone # 'J YV �� t� Ll Value of Work For this Permit $ z4, ®moo Square / Linear Footage Of Work: 6 < ,- �o si! Type of Work: ❑Addition Alteration ❑New ❑ Repair /Replace ❑ Demolition Describe Work: o Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ BR Zoning $ Bond $ Code Enforcemen you ee $ Structural Review. $ n ^fin c� T al ;Fee Now Due $ - L •, See Reverse side -� VI M IA M I s LLa 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. t 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 gent Contractor The foregoing instrument was acknowled d bef rem this I The oregoing instrument was acknowledged before me this - day of , 20Q�, by V day of ��e- IFWbe, , 20 �, by �t� t/ e5 1, wh is personally known to me or who has produced who is personally known to me or who has produced L — Doo �Gc J As identification and who did take � �}'�j ,� ��- L/(p entification and who did take an oath. N TARY P LIC:P� ®�ti"s NOTARY P r 7 ,4407-1 Sign: a Sign: Si g Print: �> �'��. �' `� Print: Y otaryPublb State ofFbide N W ` 4, My Commission Expires: ® ! , � My Commissio �� xrx4ex &xoe �xxeYxxaY aYx:xxxY•xxxtie 'xuxac a:�xxaY �B:ddi�x a�xxxxoYxxx9: xaYxxraY &xxaY icxeYxdc ac9: xae 9; $e �e is a: xxx xxxx x x ie xxxxxxxx9e it 4t xxdtxs'r t t APPLICATION APPROVED BY: CPC p, �q Plans Examiner Engineer Zoning (Revised 02/08/06) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. g c 0 Job Name true I ELECTRICAL CRITIQUE SHEET S o," - Az&a4a ygeA C ®,v Al"4 Zs ,��-az .3>r- J ,OJ /:�� Any - �; AfQ � y��r Miami Shores Village i�eTt' �lblilll 10050 N.E. 2nd Avenue �i'k l*,�9SS�f� It�flm/Aft�IIItIIrSn Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 •; 1212 Expiration: 0 612112009 Project Address Parcel Number Applicant 500 GRAND CONCOURSE 1132060171440 PATRICK PENKWITT g Miami Shores, FL 33138-2465 Block: Lot: Owner Information Address Phone Cell PATRICK PENKWITT 500 GARND CONCOURSE MIAMI SHORES FL 33138 -2465 Contractor(s) Phone Cell Phone Valuation: $ 4,000.00 A YOUNG PLUMBING CORP (305)924 -2243 _. Total Sq Feet: 0 Type of Work: PLUMBING Available Inspections: Type of Piping: GARAGE ENCLOSURE Inspection Ty Additional Info: Top Out Bond Return: Re Pip Classification: Residential Main Drain Underground Rough Heater Water Service Final Water Main Lavatory Fees Due Amount Total Amt Paid Amt Due CCF $2.40 Education Surcharge $0.80 $ 0.00 $ 0.00 $ 0 00 Notary Fee $5.00 Permit Fee - Additions/Alterations $225.00 Payment Type: Scanning Fee $3.00 Technology Fee $5,62 Total: $241.82 D A 511� MIAMI SgRIES VILLAGE In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. December 23, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Tuesday, December 23, 2008 1 tin Shores z11a e' g LA pct, 0'5 2 0 0 8 Budding Department 10050 (305 7952e Pax: ho es S lorida 33138 B Y. -------- - - - - -- •- ) ( ) 6.89'/2 i I I' II �I I �P Pe�'IYllt q. i r PIK it A i� PPI�� f�► ►'tasteir Pil No.' FCC 004 y II i Pelrm e: • x. Pl u b >t I yl I �I le Ti Si P Owner's�'Name (Fee mptlehdl er II � ) - ��lC�� / / Phone # 30 ,��- �I Owner's b ddress �Ob City / /L S '? tate d? � z ' ! 3 $ ' Tenant/L see Name Phone # E -MAIr. C ©/1!d it Jo Addi ss (where the wo�lc' js Wn� none) Ci Miami Bore ' � ty Vili k oun calm' -D ��--- - M i acle � dip IsBuild'� �} g H`istoricall 'pD 'i n t es a YES .I g Y e<1 SC 1 � � NO � II Contract pr's Company Name ? Phone # 2 "` 2Z 4 4 -� Co cto'' Address Ci I -r �a�1, Mate --- Zip ii Qualifier ame %e ' JAN I. y State Coil ltca a or Re 'istra��ion i h in e N o» I rt'fi a Co � �G _ e - � Y Arc ec (ii i s s Nam e ry p U Phone Valoe'ot"Wor�C For this Permit $ � . ,; Square / Linear Footage Of W rk: g o© l ' s �. r Ty f"� ork: Addido i n Y a ❑ ❑ At io'' p ' , New El Repair /Replace ❑ Demolition Describe I Vock. i I s ** r Submitta Fee $ 6 rm t F $ ' �'2. �--- CCF S C0 /CC li ii �i �. Notary .$ Tkaid g/C+Aucation Technolog Tecbnolo Fee I II Sca sing I DI'BR Zonis ' d h $ h i - +- i Bones q cod >� for r II � T Fee I I Structural Review. $ I Fee Now Due $ ;SAN 9 See Rev erse side -� j MIA .E VILLAG LLAG I i I 'o- I I i �I I Bonding Company's Name (if applicable) Bonding Coil, pany's Ad re. s Cit State ` Zip I , pp cable Mortgage L Ender's Name 'f a li ( ) Mortgage Lender's, Address! City{ State Zip Application is hereby made to obtain a ennit to do p the work and installations as indicated. I certify that no work or installation has commenced prior to the is uance 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, SIGN WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... S, OWNER'S e FFIDAVIT: I !, certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating c 'nstruction and zoning. "WA I RNINCII TO OWNER YOUR FAIL ' - URE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR I li PAYING T1bVICE FOR MPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,' 1 . CONSULT I, jj W[TH XO R LENDER OR ' AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CO EN EMENT." i Notice to Ap licant. As a c ndition to the issuanc e � o a buil / g pe mit with an estimated value exceeding �� . din 25 0 r � 0 the a l!c p good faith t al g pp ant must g` f > ll copy of the notice of commencement and construction lien law brochure will be delivered to the person 1. whose property is subject to' attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for tie first i0spection whidi occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection wild not be approved and a reinspection fee will be charged Signature Signature. Ow ne g nt ' or Agent ontractor I The Core oing'''instrument w � ac wl OM g be foregoing m The fore instrument acknowledged before me this was ac I` �j. day of , 2 day of ea 20 by u fo'rr r J s w o }s personally known to e or who has � produced Sign g P d who is personally known to me or who has produced 4 ( As 'ide tification and who @ did take an o /� h 6- td - 4H&* ]d entificatlon and who did take an oath. h �! 4 !,& NOTARY P IC R Si ; � 4 Sign nt wi o i Pr b � a ti own 1 � ' Print. go= L Fwtselo My Commission Expires: �� M p d Expo 0?1G8t2010 My Commission E i w ae APPL[CAT[O I APPROVE BY: .. lot? Plans Examiner j' Engineer 1 Zoning i i (Revised 02/08/06 , I I