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BP-04-1410Work Classification: Addition /Alteration Job Address: 602 96 Street NE Miami Shores Village, FL REVISION Additional Information REVISION OF CONTROL APPOVALS FOR EXIST DOORS Perm Type: Building Alpha Four: DEMOLITION Alpha Six: CHURCH Pay Amount: 1982 Bond Retum : Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Issue Date: 1/30/2006 Expires: 12/31/2006 Owner's Name: MIAMI SHORES PRESBYTERIAN CHURCH Permit Type: Imported Permit Contractor(s) SA CONSULTANTS LLC Phone 305 -857 -9220 Primary Contractor Yes Comments: DEMOLITION AND ALTERATION OF 4 TOILETS, FIRE STAIR, DOOR HARDWARE, PAINT AND DEMO ASBESTOS Alpha Two: DEMOLITION Alpha Five: CHURCH Pay Date: 6/9/2005 Pay Comments: PD CK 15347 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. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2004 -1410 Phone: (305)754 -9541 1132060141410 Lot: PB: Total Square Feet: 0 Total Valuation: $ 160,000.00 Required Inspections Slab NEW CONSTRUCTION Columns Slab Framing Framing Framing Fees Due Revision Revision Fee Scaning Fee Scanning Fee Structural Fee Total: Amount $35.00 $75.00 $6.00 $60.00 $50.00 $226.00 Invoice Number imp -1 -06 -23658 imp -2 -06 -23687 Total: FEB 17 PAID Amt Due $185.00 $41.00 Amt Paid $185.00 4) ,OD $185.00 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. BIDDING PERMIT APPLICATION FBC 2001 Permit Type (circle Building Electrical . Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) M ( AM 5 HZ 1V SPfl4 j "tTh4. hone # 34.r • 7 5 t ( .9$ L t Owner's Address 616 t\) . Cit 15 State R.044 OA- Zip 31 3 G Tenant/Lessee Name Phone # Job Address (where the work is being done) ( 0 2 N. L . 96 City Miami Shores Village County Miami -Dade Zip 7.31 3 Is Building Historically Designated YES NO X Contractor's Company Name 5T0(g C64.6014.41 4 4 F 4 hor # 30-F • 7.5/ • 1 6 12_ /1 Contractor's Address S 0 b ' . 9 . s -ra, City V4( 1 S} .5 Qualifier State Certificate or Registration No. ngineer's Name (if applicable ) P. CAM PC C.L Phone # OS • 7S'(' 2 3 / �3 r $ Value of Work For this Permit CI I I o r Type of Work: ❑Addition Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: .i Xj 174 < 04A L't - 4 t v!'I/kC l l v`'► l N 14 i- 6 01 S p y i rt 1 Si- AID 27 r' ®� t ****************************F * **** * ** * ** * * * * * * ** Submittal Fee $ 2 y� � iO Permit Fee $ /j r-- CCF $ CO /CC Notary $ Training/Education Fee $ j Technology Fee $ c Ti .....� Scanning $ 30 ----- Radon $ � Zoning �� Bond 8 --- Code Enforcement $ ,....—. Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 State F- Cfrtificate of Competency No. Square Footage Of Work: tAh riw (' Permit No. P0 "' 1410 ster Permit No. • 33l 38 o s-F. 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 'node to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this /0 day of ;..... 2(b - , by $ 44 • 2e0 who is ersonally kno me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. �� Mich J. ill NOTARY PUBLIC: 'sCommis mOCC9901111 Sign: Sala satea Print: Muds Boding Co., La i f, 2 5 NO Si Print: / My Commission Expires: * * * * * * * ** * * * * * * * * * * * * ** r * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by My Commission Expires: **************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning BUILDING EL PERMIT APPLICATItN FBC 2001 Permit Type (circle): Building Qualifier Type of Work: ❑Addition (Alteration Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Mi(Aw1'S ✓L.5 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 )--2- (305) 756.8972 Permit No. E105- 2l-- Master Permit No. 1 P 0 )9/0 Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ' r e 5), hi r to 1 C k �-c ; Phone # Owner's Address 602, /Y.f a, V6 s N- City/th am; 5 h G re 5 • State F ( - - Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) do 2 /vi G � City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Su r t. r l ee t T; c u 1 Contractor's Company Name CCfn (r (j C.) 6 r3 +el C Phone # (3 0 S Contractor's Address / gSS 3 5. (%✓_ /U 1 4(/e City ./I1(C'm( State F Zip 3 3/f 7 '7/— o 570 State Certificate or Registration No. i3 06 1 l 3g Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # e $ Value of Work For this Permit 46 2 U U Square Footage Of Work: [New * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ /5 e ®' CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Describe Work:: j vt 5 + c0 1 ,N't' l ls)'t '1 s ! h Rc5i-rav -t1 r« !l v d C/ >$ rUU0i a 6 t &L 'n )H'(/ fie etc( (r° 5 . h r P S t rG v , Code Enforcement $ Structural Plan Review. $ ❑ Repair/Replace ❑ Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the . issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR. CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced APPLICATION APPROVED BY Chc 05/13/03 As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Contrac The foregoing instrument was acknowledged before me this s day of 7 , 20 0 STby (ro b eviv Pim f 5 t et. who is personally known to me or who has produced as i ti lion aliotgateKtyalgugt oath. '1)2319$4 <� 9res'lJv 3,1;07 O7 NOTARY PUBLIC: Sign: Print: My Commission Expires: **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ,4 eto,C — Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle) Owner's Name (Fee Simple Titleholder) Owner's Address 6492• x« City. - (tdm `Ei�' State ft.. Tenant/Lessee Name 1`tOMS Contractor's Address C;02 t City M414 t Qualifier FA (2/4 -W g A Led ( State Certificate or Registration No, C6 C 06 Q 6 Z 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, lorida 33138 Tel: (305) 795 .2 `6.8972 Zip Permit No. ter Permit No. Electrical Plumbing Mechanical Roofing A LA s q fii • , P i one # 31,5- —( - Q fA 331 - Zed Z Phone # ' 7- 7 0 6 46 Job Address (where the work is being done) City Miami Shores Vill. a County Miami -Dade Is Building Historically Designated YES NO b( Contractor's Company Name ‘ • ecii.A t .L174e. - rs. 1-1..L Phone # .1. l.# C7-, ' - WAY I Su ME. 1 1J State R- Zip 3 tar5 Zip 531.3g o , t 2 705 - a -6,7 Certificate of Competency No. Architect/Engineer's Name (if applicable) ✓W Q t4 RJ&LL. Phone # 3S 5- /64- 7i� $ Value of Work For this Permit 1(00 ( dCO ®° Square Footage Of Work: .." r Type of Work: ❑Acilrtion (Alteration ❑New ❑ Repair/Replace �r Demolition Describe Work: P� '- O LAT- e7W4 iS"'l" ' A. i 1 L `� 7, ( GIMP- 0442:-e 4 111 D , c * * * *** ** * * *** * **** ** * * * * ** Fees ** *6 ** � ***** * *** * *** ** **� (� �. Submittal Fee $ 5 O Permit Fee $ 00 ` - CCF $ CO /CC 3 �✓ Notary $ ✓ Training/Education Fee 1 �IJP t) Technology Fee '$ ff, � Radon $ Zoning Bond $ . 0 d Scanning $ / . 3 W Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ I 9e2 . (1^ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip g � 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 theoforegoing'information is accurate and that all work w ill 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature who is NOTARY PUBLIC: A Si APPLICATION APPROVED BY: chc 05/13/03 e or who has produced As identification and who did take an oath. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of AM 7' , 20 0_4_7 by day of who Contractor The foregoing instrument was acknowledged before me this 0 r,' ' ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * ** 0 V by �4 _SA L�1 e or who has produced as identification and who did take an oath. NOTARY P Sign: Print: jtl/ /dot$ itip . ., { a cx. 2/ 2/21x09 My Commission Expires: L D0083814 My Commission Expire: � ; � BO" wru ceao�aa2 -a2sa: • Florida Notary Assn., Inc * * ** * * * * *, **** * ** * * * * * *, * * ** *` `' wittaw *** ** * * * * * ** * * * * * * * ** * * **** * * * * * **1* * *14x ' #�tV4M'P OF - Print: . /1/ L ` � ,�•• !R D00392541 Engineer Zoning /)9 04) r 8s s NO NE" vrs/O,veK ' , U 9 V /NDAJ NO !u/.v6 (•Ifiir 1 014 0 -4.4 awes �RAPP60 /N 00091.4 4.405" (i) &was l - 20re HEW „ C 0 o ): •• ••• • • • • • •• • • • • •• • •• • • • • ■•• • • • • • •, • • it s.•,e• i 'J L�� • • �y 4C ! � • // //ti 4 /!9/d/W/ 1'S ' ,2En/4 7 • • • • • • • • • • • -: • • • • • ••• ••• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •; ••• • • • • • ' • • • • • • • • • '•• •. • • • ••• •• ••• - • • • ••• • • • 3 9 f v # ) Passed O Inspector Comments o f /1 efrkti-41 G 7 ,,,,,,, - ,SQL < / - i • aka eL) Failed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 02/27/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: SA CONSULTANTS LLC Building Department Comments Friday, February 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Framing Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 2 of 2 Inspection Date: 02/27/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES DDc*DVr DI A11 Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: SA CONSULTANTS LLC Building Department Comments Friday, February 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone '(305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Drywall Screw Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 2 of 2 Passed t, ° ( spector Comments D /N n 64 faint m_ Q� / g 1 s C---____..- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 02/27/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES DDc*DVr DI A11 Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: SA CONSULTANTS LLC Building Department Comments Friday, February 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone '(305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Drywall Screw Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 2 of 2 I V 7(1 Passed Inspector Comments S( o . e e.tA- d'tA '2- 1 14113 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 02/21/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES DIDCOCIVTC1.1 AM Job Address: 602 96 Street NE Project: <NONE> Contractor: SA CONSULTANTS LLC Building Department Comments Friday, February 17, 2006 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho . (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Drywall Screw Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 2 of 2 BP2004 -1410 Project: <NONE> Owner: MIAMI SHORES PRESBYTERIAN CHURCH Phone: (305)754 -9541 Job Address: 602 96 Street NE Parcel: 1132060141410 Miami Shores Village, FL Block: Lot: Scheduled Insp # Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Type 10/17/2005 INSP2005 -4374 NEW CONSTRUCTION APPROVED POUR CELLS 1ST AND 2ND FLOOR 10/17/2005 INSP2005 -4373 Slab DENIED PENDING TERMITE TREATMENT CERTIFICATE 10/17/2005 INSP2005 -4375 Columns APPROVED 1ST AND 2ND FLOOR 10/18/2005 INSP2005-4417 Slab APPROVED PENDING TERMITE TREATMENT CERTIFICATE 01/24/2006 INSP -7330 Framing CANCELLED Claudio Grande 1/24/2006 01/26/2006 INSP -7806 Framing CANCELED Claudio Grande 1/26/2006 01/30/2006 INSP -7865 Framing Partially Approved Claudio Grande 1/30/2006 OK TO DRYWALL 1 SIDE OF RATED WALLS ON 1SR AND 2ND FLOOR 02/09/2006 INSP -9282 Framing APPROVED Claudio Grande 2/9 /2006 FRAMING ON ALL WALLS ON 1ST AND 2ND FLOOR EXCEPT LAST BATHROOM ON 2ND FLOOR PENDING FRAMING ON 1ST AND 2 NDFLOOR CEILING 02/21/2006 INSP -10151 Drywall Screw Inspection Status Imported Permit Inspector Date Completed None None 10/17/2005 None None 10/17/2005 None None 10/17/2005 None None 10/18/2005 OK TO DRYWALL 02/16/2006 INSP -9918 Drywall Screw DENIED Claudio Grande 2/16 /2006 DRYWALL ON RATED WALLS NOT STAGGED 2 "- PENDING FIRECAULK INSPECTION IN ALL PENETRATIONS Pending Inspection Claudio Grande Not Complete Friday, February 17, 2006 Page 1 of 2 Inspection Date: 02/16/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES ooe*QVreDIAM Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: SA CONSULTANTS LLC Building Department Comments Wednesday, February 15, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Drywall Screw Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 2 of 2 Passed Inspector Comments D , LJ N d t i fe400 �d= p... �.� �� 1` / '''' '�`S - � 1 /IA_ frii (_----- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 02/16/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES ooe*QVreDIAM Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: SA CONSULTANTS LLC Building Department Comments Wednesday, February 15, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Drywall Screw Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 2 of 2 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E ' en. amiShor ' ^k es. Florida 33138 Te ,o a 6.89 72 Electrical Type of Work: DAddition []Alteration Describe Work: p„. d Cr J�j2tJt/ Plumbing Permit No. PO1 - 14 1 0 aster Permit No. Mechanical Roofing Owner's Name (Fee Simple Titleholder) Pre Sly lay /A A e 14 o tad Phone # Owner's Address 6 0 L$4 G S ° City c 7 I State F cm O ? Zi p 331 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip / Is Building Historically Designated YES NO Contractor's Company Name C it,S 0/ 7E41 V S Phone # (c) S ' S 2 2 0 Contractor's. Address City I /. may/' State 70'f0071 Zip 3 0 1 4 S Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # ( -Tf W6 SAJ i✓ i)+: A: i3 1100 IC 4 E4 ACli:.uNM "A) eros.er er .n /Re ❑ Demolition * * ** *** * * * * ** ** ** * ** ** * ****** F ees ** * * * * * * ** ** * * *** * * * *** ** * * * ** Submittal Fee $ Permit Fee $ 45 J � ..---- � / CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 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 AIf'I +'IDAVIT: 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 even (7) days after the building permit is issued In the absence of such posted notice, the inspection will no j;'e approv j and g nspection fee will be charged =.! . / ...d... Signature Signature Chc 05/13/03 Owner or Agent _ The foregoing instrument was acknowledged before me this '� i day ofilj. IV , 2006, by 1 , who is ! ersonall kno NO Sign: Print: My Commissi n Expires: APPLICATION APPROVED BY: o me or who has produced identification and who did take an oath. My Commission Expires: * * * * * * * * ** * * **** * *, *, * ** * * * * * * *, , , * * * *r * * * * *, *, * * *, , , , * *, * * * * * * * * * * ** , ** *** * * * * * * * * ** *** * * * * * * ***** * * * ** Contractor The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning sPeco Inspection Date: 06/21/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES PRESBYTERI, Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: SA CONSULTANTS LLC Building Department Comments Tuesday, June 20, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Final Building Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 1 of 2 Passed , I In ns � pec or Comments c� -ecc 0 taterizze S Vace D p� 6T to kw- .42-y. ; 4 e °+'L a_l&c.c lx.ge4 7.' w0 . 4.- 's- -d-#< atves 2:0 Arritt7AC5 S441-e-Q 4 lay. �/ ' G t,� ap v 1 G-l� ,..,,s,,)14., 41-e Cob /Z32 mss a,r05 0 .� , a4LQ lAu rL ,4,4.4 rL. /y/t)fpx, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until sPeco Inspection Date: 06/21/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES PRESBYTERI, Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: SA CONSULTANTS LLC Building Department Comments Tuesday, June 20, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Final Building Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 1 of 2 -) et Passed Inspector Comments D it) ca_e_ a-f-A-- 1r *de k•- /i 4 ,, I,�' i , Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 03/09/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES noeeovr�nIALI Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: SA CONSULTANTS LLC Building Department Comments Wednesday, March 8, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon - 305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Drywall Screw Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 1 of 2 i, ,G9 i d Passed Inspector Comments g a/ - -t t V 7' / lam. 1 g ( 1 )- , /.' A__ .....--. t ..a.A. 0' dh 4cJ T Q /1714, I Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 02/28/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES one *Q r cDIA IJ Job Address: 602 96 Street N Project: <NONE> Miami Shores Village, FL Contractor: SA CONSULTANTS LLC Building Department Comments Monday, February 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Doors Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 1 of 2 PERMIT # 2 \51 C FO4 410 CONTRACTOR: (V®i SUBMITTAL DATE: IY zh to s PROJECT TYPE: EtAlksion ZONING 1112...P STRUCTURAL v1 \zcdt ELECTRIC L PLUMB G ME CHA AL FIRE IMPACT FEES HRS /DERM BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electric ! Plumbing Mechanical, Roofing Owner's Name (Fee Simple Titleholder) VAV �,k `Sk -5 Phon �1 Owner's Address (Do f 2. - 0 & q(.0 , ` -- 0 6 City '(n® nm :, d .S' State Zip Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Villa e County Miami -Dade Is Building Historically Designated YES NO x State Certificate or Registration No. Miami Shores Village (3 qpa Building Department 4 c 10050 N.E.2na Avenrte, Miami Shores, Florida 33138 - Tel: 305) 795.2204 Fax: (305) 756.8972 Contractor's Company Name SA Cer44 01-.-11 fJ S i �,� 1 Phone # Contractor's Address 1 GO Cc) 4-4).1____ City p Ay✓l 1 State Qualifier Total Fee Now Due $ ngineer's Name (if applicable) ( • G #4P (e t.L Phone # gds' d s Z IS ' 3 a 1 $ Value of Work For this Permit 1(n..0. Type of Work: Addition 0Alteration ONew ❑ Repair/Replace ❑ Demolition Describe Work: S 6' 1 1. /D k l ,l 6-111- 11. 449-4 4 (4 # ' it NG L Ahf 4f1 A bet) S 1 ► Submittal Fee $ Notary $ Scanning $ COD.- DO Radon Code Enforcement $ (Continued on opposite side) ****************************F *** * ** * *** Permit Fee $ Training/Education Fee $ 18E 00 6 / E (, GL .F` 1'1/(1 t .r 7c - Structural Plan Review. $ -�4 Permit No. Master Permit No. 13 PO H ' 1 41 Phone # Zip 3 31'4° S— Certificate of Competency No. Square Footage Of Work: CCF $ COIC Technology Fee $ $ Zoning Bond $ r Bonding Company's Name (if applicable) Bona-`ng Company's Address City 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. 11116 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 such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced APPLICATION APPROVED BY: chc 05/13/03 State Zip As identification and who did take an oath.51QO s2q ,7 -,1' 3 / -O as identification and who did take an oath. i Contractor The foregoing instrument was acknowledged before me this day of , 2005 by6g /q 541-egi who is personally known to me or who has produced f Z. NOTARY PUBLIC: NOTARY PUB Sign: Sign: Print: Print: My Commission Expires: 1 My Commission E �!4, Walter L Smith t * * *** * * * * * * * * ** ** ** * * ** *** sir************* * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** *fie * *g . . `" " A R`4149:444* * * ** 6, 2006 ��4 4F��a Handed Ulu Atlantis Band1n CM, Inc, ***************************************************************************** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** V29.45. Q �,( »J4 $ ` to • Plans Examiner / 2gb c , 11/49/os Engineer Zoning December 6, 2005 Claudio Grande 305 - 795 -2204 ext.430 Miami Shores Village Building Department Permit No: 04 -1410 Job Name: Revision Presbyterian Church Page 1 of 2 Building Critique Sheet Revision 10050 N.E. 2 Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Re ised plans are to be submitted to Miami Dade County Fire ept. for revisions and Fire Alarm approval. Submit application from Electrical, Plumbing and Mechanical contractors for the revision of plans. Miami Shores Village Building Department Permit No: 04 -1410 Job Name: Revision Presbyterian Church. December 30, 2005 Page 1 of 1 m 2 from previous critique of December 6, has not been corrected. " Submit applications from the Electrical, Plumbing and Mechanical contractors for the revisions on the plans" We cannot approve the plans for revisions until all the applications have been submitted. Claudio Grande CBO 305 - 795 -2204 ext. 430 Building Critique Sheet 2 REVIEW 10050 N.E. 2 Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 n OCT 1 9 2005 .MIAMI S ORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 10 ) 8 06 Type Insp'n 1 C' Permit No. 1 2=PO4 — 1410 NarnI47 Sr Address 601 ST" Compan SA Phone # ) b 15 - - 79-6 ' Inspection Date 10) 181 \11,10 O Approved Correction Re- Insp'n Fee D rr MIA t ani SHORES VILLA BUILDING DEPARTMENT 305- 795 -2204 OCT 1 8 2005 Building Inspection Request Date 10 T Insp'n a C- I f s Permit No. 6P0 .- l`1 IQ Name (or / SI C LLS Address CL C nn "ff Company 5 / cci J JJ7L Phone # 5 92.2C Inspection Date 1 Approved Correction Re- Insp'n Fee 4 l OCT 18 PAID MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 OCT 1 8 2005 Building Inspection Request Date Type Insp'n 316 / A. J / ;, Permit No. ()Po' �-/ -/�'J Name Y11I err ' 3V Address L'� ,- N? J q(e5+ Company 5 ' 0 er Phone # 57 - zzo Inspection Date 161)7- /1) f Approved Correction Re-Insp'n Fee 1 OCT 1 8 MIAMI SHORES VILLAG BUILDING DEPARTMENT 305- 795 -2204 OCT 1 8 2005 Buil Inspection Request Date /0 / 14 Type Insp'n 0 CJ 1 1 W11 0 Permit No. 6, oq% a/ 0 Name I I C O) S as , Address (fi l 1 &s Company , ecrsr Phone # Inspection Date Approved Correction Re- Insp'n Fee ❑ A/ d ? - 92-X) t 9 12. 1t ' _ �N Passed ` ° (o - Inspector Comments 0 it, ( - c.D /.t-1- -y / &I -GK'S • evL r j si toe s l "f v- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. Z'' until Inspection Date: 01/30/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES Job Address: ' GNAT; �DIAM eet NE Project: <NONE> Miami Shores Village, FL Contractor. SA CONSULTANTS LLC Building Department Comments Thursday, January 26, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phonero(305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Framing Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 1 of 2 Issue Date: 1/30/2006 Expires: 12/31/2006 Owner's Name: MIAMI SHORES PRESBYTERIAN CHURCH Permit Type: Imported Permit Work Classification: Addition /Alteration Job Address: 602 96 Street NE Comments: REVISION Additional Information Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Contractor(s) SA CONSULTANTS LLC Phone 305 - 857 -9220 Primary Contractor Yes Perm Type: Building Alpha Four: DEMOLITION Alpha Six: CHURCH Pay Amount: 1982 Bond Retum : Alpha Two: DEMOLITION Alpha Five: CHURCH Pay Date: 6/9/2005 Pay Comments: PD CK 15347 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. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2004 -1410 Phone: (305)754 -9541 1132060141410 Lot PB: Total Square Feet 0 Total Valuation: $ 160,000.00 Reauired Inspections Slab NEW CONSTRUCTION Columns Slab Framing Framing Framing Fees Due Revision Fee Scanning Fee Structural Fee Total: Amount $75.00 $60.00 $50.00 $185.00 Invoice Number imp - 1 - 06 - 23658 Total: Amt Due $185.00 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. REG 013006 141.2 'TE7I CHARD: $185.00 9 Inspection Date: 02/09/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES DDCQQV r DI AAI Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: SA CONSULTANTS LLC Building Department Comments Wednesday, February 8, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pholg - (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Framing Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 2 of 2 Passe ®( Inspector Comments L Pi 4 0 '/�- '" / S! � 2 � e� /( /_� % y^�/ � 6parzA4 4 — e 7 _ /67 2 - V j �' lt 0 1 * lib 0 / i Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 9 Inspection Date: 02/09/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES DDCQQV r DI AAI Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: SA CONSULTANTS LLC Building Department Comments Wednesday, February 8, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pholg - (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Framing Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 2 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/6/2005 Applicant: Owner: JOB ADDRESS: 602 NE 96 Contractor SA CONSULTANTS LLC Local Phone: 305 - 857 -9220 Parcel # 1132060141410 Building Permit Permit Number: BP2004 -1410 ST Contractor's Address: 2150 CORAL WAY Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 1 TO 10 INC BLK 61 LOT SIZE Fees: Description Amount FEE2005 -7283 Submittal Fee ($250.00) FEE2005 -7284 Building Fee $1,800.00 FEE2005 -7285 CCF $36.00 FEE2005 -7286 Training and Education Fee $12.00 FEE2005 -7287 Technology Fee $54.00 FEE2005 -7288 Scanning Fee $30.00 FEE2005 -7289 Builders Bond $300.00 Total Fees: $1,982.00 Total Fee411,982.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 6/7/2005 Construction Value$160,000.00 Work: REPLACE EXISTING MALE AND FEMALE Signed: (INSPECTOR) Page 1 of 1 cK i534 /► 233� In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: s Miami Shores Village Building Department Permit No. Page 1 of 2 10/28/04 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1410 BUILDING CRITIQUE SHEET di 1. Submit electrical, mechanical, plumbing permit applications. 2. Plans do not show where wall cut - sections 1 /A3 and 2/A3 are to be used. 3. Provide 1 hr ceiling assembly number from an approved C . testing agency and show ceiling at chase area. 4. Provide construction details of new CBS walls at stairwell. Provide a floor plan of new bathrooms showing dimensions of walls, stalls, ect. 4, CIA/4 tg Als A 44 &-h reofr% Voci-A A� b1 y Follow the procedures on the next page for submission of corrected plans for your re- submittal. Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 10/28/04 305 - 795 -2204 Miami Shores Village Building Department ) Cr Permit No. Page 1 1/11/05 BUILDING CRITIQUE SHEET = 1. Still need to submit electrical, mechanical, plumbing permit applications. TStill need to provide 1 hr ceiling assembly number from an approved testing agency and show ceiling at chase area (chase between walls at 2 floor bathroom ceiling /roof assembly). CURTIS CRAIG 1/11/05 305 - 795 -2204 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1410 Inspection Date: 04/10/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES DD *DVTCoIAM Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: SA CONSULTANTS LLC Building Department Comments Friday, April 7, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 5)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Ceiling Grid Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 1 of 2 &f 64 l O Passed Oc Inspector Comments _ 6 P- - i 2 A - ( - 4 - : 4 6 / le-664--;-4 NA � C ------------7 , Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 04/10/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES DD *DVTCoIAM Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: SA CONSULTANTS LLC Building Department Comments Friday, April 7, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 5)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Ceiling Grid Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 1 of 2 Inspection Date: 01/24/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES DDCQQV r DIAdl Job Address: 602 96 Street NE Project <NONE> Miami Shores Village, FL Contractor: SA CONSULTANTS LLC Building Department Comments Monday, January 23, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phpne: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Framing Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 fi Page 2 of 2 Passed Inspector Comments — s 7 p ® gAleo #Arun o S ` 6 //e 0 0 Z.01/10 f4oi cat e! 41904-e-e_ ® y� 11 4 / 4 4 hits 4 ®6 ' - 1414 �C.s l,) 4 Mc) , � G� 2 u Q wu . az-s i s ue <cJ.s e Ah ice 4•v �a d- N �. – �V /hi M i - , - — .\ . / ` sit 44- a...a i 1 Z Failed Correction Needed Re -Ins ection p Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. s,esn Z r r/i % �� fP.t✓ -77,t 1 f Z j �... d'J / until Inspection Date: 01/24/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES DDCQQV r DIAdl Job Address: 602 96 Street NE Project <NONE> Miami Shores Village, FL Contractor: SA CONSULTANTS LLC Building Department Comments Monday, January 23, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phpne: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Framing Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 fi Page 2 of 2 Inspection Number: INSP -2103 Inspection Date: 06/27/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES ooccovrcoI Job Address: 602 96 Street NE Project: <NONE> Contractor: SA CONSULTANTS LLC Building Department Comments Monday, June 26, 2006 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 .SUN CL Permit Number: BP20O4 -1410 Permit Type: Imported Permit Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 WOO earY1 Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 1 of 2 M I A M MADE PRODUCT CONTROL NOTICE 0 Arch Aluminum & Glass Company 10200 N.W. 67th Street Tamarac ,FL 33321 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0911.02 EXPIRES: 12/31/2006 APPROVED: 01/03/2002 Fc •• .• • • • • • • • • • • e • .• • • • • • ••• • • • •• • • • ••.• • • • • • • • • • ••• • • • • • •• MIAMI -DADE COUNTY, FLORIDA METRO DALE FLAQLER, UILDING • Bt fLD • ING CODE CO1IIIIAME OFFICE • • Mele043i FLAGLEi. BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (300 /756.291111`FA,X 305) 375 -2908 • • ••• • • • • •• • • • • ;CdN P RO & LICEN SECTION • • • (309) 375 - 5?1 MC (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Medium Impact Door 3000 w/Fanic under Chapter 8 the Code of Miami- - Dade Co governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) wider the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco .1. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 11s045000I1pc200011templateslnodce acceptance cover page.dot Internet mail address: postmaster ®buildingeodeonline.com te Homepage: http : / /www.buildingcodeonline.com Arch Aluminium & Glass L.C. 2 • • .••• • ._• • ••e •• • • • • •• ••. • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • . •• • • •••• A�Ch Nay.: • 01- 0911.02 • •.• • ••• - APPROVED: January 3, 2002 •• • • • • • ••• •• • ••• •••• • •' I�tE i:� • • Dece3mber 31, 2006 •• • • • • • ••• •• NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews. Notice of Acceptance (NOA) No. 97- 0903.12, which was issued on December 31, 1998. It renews the approval of an aluminum storefront door, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "Medium Stile" Outswing Aluminum Storefront Door w/Transom- Impact Resistant and its components shall be constructed in strict compliance with the following document Drawing No W98 -75, Sheets 1 through 5 of 5, titled `Medium Stile Impact Alum. Entrance Door", prepared by Al Farooq Corporation, dated 9/11/98 and revised on 11/20/98, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door with and without transom, as shown in approved drawings. Single door units 4ha11 include all components described in the active leaf of this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non - habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The aluminum storefront door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Floriduilding Code (SFBC) in order to properly evaluate the installation of this system. Ra ' odriguez, Chie Product Control Division Arch Aluminum & Glass L.C. 3 • -....' . - • . . • ••• • • • • • • •• •• • • • • • • • • • • • • • • • •• • • • • . • • • • • • • • ••• • • • • ••• • • • • • • • • • • •• • • AtAlk • To • •• • APPROVED: • • • • • • • • • •• • •• • • • • . . • : :: 01 -0911.02 • . January 3, 2002 • • • • VEPIRE84 :'Deceapber 31, 2006 •• • • • • • ••• •• NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a.renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need notreseal the copies. 8. Failure to comply with any section of this Acceptance gha11 be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Rodriguez, Chief Product Control Division 0.L OPG. . . . ( 18' MAX. 'P TYPICAL I. ( .0 A . . N a ‘; / /./../ / / 1 I I . / / / ■ " 6 \ .... .1. X • i ‘,/\ / / X A% % / \ 1 % ■ \ \ \ OPTIONAL' / / 1 / / 1 28 5/18' - 26 5/16" DJ- OPO. 58' Di. OPG. 36" 2 5 1/2" MAX ® 12 1/2"MA TYFICAL • FRAME WIDTH 70 1/2" LW WIDTH LEAF WIDTH TYPICAl Fl EVAT1ON (, 0/)X TESTED UNIT 1 4. lagla • 2 POINT LOCK CONCEALED VERTICAL ROD PANIC HARDWARE MODEL 2080 BY .JACKSON EXIT DEVICES WIRI PANIC TOUCH BAR LOCATED AT 38-1/27 FROM BOTTOM OF EACH LEAF. WITH KEY OPERATED CYUNDER AT EXRERIOR • • • PANIC TOUCH BAR ta d 1/4" MAX. 1/4" CUSS irEAT samnin4D. ix - INTERLAYER MONSANTO POLWRITL BUTYRYL 1/4" GLASS STWITKDIED GI A71140 DFTAIL MEILLIIE 74 1/2' WY- FRAME WIDTH • ADDITIONAL ANCHOR . 0/xx ) ON DOCILE DOORS WITH TRANSOM 3/16" GLASS HEAT SMMOTHENED .080 IMERLAYER MONSANTO POLYVINYL BUM. 3/111* GLASS HEAT MCMTHENED GIA7ING • DOOR LEAF 1 SEE DETAIL . 0 . FOR ANCHOR 39 1/2" MAX. ( 0/X) 191. HUVANOUN FARDOCI RA. PE • 1E557 ( 1/- 0_11.141898-- 74 1/2" MAX. FRAME WIDTH 18' MAX. TYP. 12 1/2" MAX. TYP. ( XX ) APPROVED CONF1GURATION$ MAX. DESIGN LOADS + 70.0 PSF - - PSF 5 1/2° MAX. THIS PRODUCT RATED FOR LARGE MISSILE IMPACT SHUTTERS NOT REQUIRED PRODUCT RENEWED Awl:nitwit& Ok EXPD1A CONTROLDWISION BMLBINDcODBOOMPLIANCBCWFIC5 .NMES.; • • • L nos STRUCTURE IS DESWNED AS PER THE scum FLORIDA MMHG CODE 1904 EDITION FOR DADE COUNW. ALSCMFOR WIND l.4• AS PER ASCE 7-88 =NO CORRESPOMDINONLOADS. a, woos aucws or mom must az ANOHORMAPROPI&LY TO TRIM LOADS TO THE STRUCTURE. a ANCHORS SHALL ME AS USTED, SPACeD WON ON Dams. Atatos...aiezzimeta TO 8ASE_MATERLAinwipitemso you. DRESSING OR STUCCO. 4, ALL STEEL IN CONTACT WM1 ALUMIAIUM TO OBAREATED OR PAINSFW• • • • • • • • • • APPROVED Ai, iplpigewmi THE:• • 5051H FLORIDA WILDING CODE • • • • UT • , ., d 1 . , OL DIV,CDPI Al . "0•41 2011.068 cg . COMPLAIN DERCE ACCEPTANCE DO crj - t • o S 1 • • • 4 • • • • (IV -• OS h fl a :1 7 E 4 •-• 3 X Owing no. W98-75 8 Cahoot 1 of 5.) • • • • • • • • • • • • • • • • • • • • _ • • • • • • • • • • • • • • • 'P • I IHOSH 31,1214 I. ( .0 A . . N a ‘; s. / / 1 . / • \ X I a, \ X A% % / X / 2 5 1/2" MAX ® 12 1/2"MA TYFICAL • FRAME WIDTH 70 1/2" LW WIDTH LEAF WIDTH TYPICAl Fl EVAT1ON (, 0/)X TESTED UNIT 1 4. lagla • 2 POINT LOCK CONCEALED VERTICAL ROD PANIC HARDWARE MODEL 2080 BY .JACKSON EXIT DEVICES WIRI PANIC TOUCH BAR LOCATED AT 38-1/27 FROM BOTTOM OF EACH LEAF. WITH KEY OPERATED CYUNDER AT EXRERIOR • • • PANIC TOUCH BAR ta d 1/4" MAX. 1/4" CUSS irEAT samnin4D. ix - INTERLAYER MONSANTO POLWRITL BUTYRYL 1/4" GLASS STWITKDIED GI A71140 DFTAIL MEILLIIE 74 1/2' WY- FRAME WIDTH • ADDITIONAL ANCHOR . 0/xx ) ON DOCILE DOORS WITH TRANSOM 3/16" GLASS HEAT SMMOTHENED .080 IMERLAYER MONSANTO POLYVINYL BUM. 3/111* GLASS HEAT MCMTHENED GIA7ING • DOOR LEAF 1 SEE DETAIL . 0 . FOR ANCHOR 39 1/2" MAX. ( 0/X) 191. HUVANOUN FARDOCI RA. PE • 1E557 ( 1/- 0_11.141898-- 74 1/2" MAX. FRAME WIDTH 18' MAX. TYP. 12 1/2" MAX. TYP. ( XX ) APPROVED CONF1GURATION$ MAX. DESIGN LOADS + 70.0 PSF - - PSF 5 1/2° MAX. THIS PRODUCT RATED FOR LARGE MISSILE IMPACT SHUTTERS NOT REQUIRED PRODUCT RENEWED Awl:nitwit& Ok EXPD1A CONTROLDWISION BMLBINDcODBOOMPLIANCBCWFIC5 .NMES.; • • • L nos STRUCTURE IS DESWNED AS PER THE scum FLORIDA MMHG CODE 1904 EDITION FOR DADE COUNW. ALSCMFOR WIND l.4• AS PER ASCE 7-88 =NO CORRESPOMDINONLOADS. a, woos aucws or mom must az ANOHORMAPROPI&LY TO TRIM LOADS TO THE STRUCTURE. a ANCHORS SHALL ME AS USTED, SPACeD WON ON Dams. Atatos...aiezzimeta TO 8ASE_MATERLAinwipitemso you. DRESSING OR STUCCO. 4, ALL STEEL IN CONTACT WM1 ALUMIAIUM TO OBAREATED OR PAINSFW• • • • • • • • • • APPROVED Ai, iplpigewmi THE:• • 5051H FLORIDA WILDING CODE • • • • UT • , ., d 1 . , OL DIV,CDPI Al . "0•41 2011.068 cg . COMPLAIN DERCE ACCEPTANCE DO crj - t • o S 1 • • • 4 • • • • (IV -• OS h fl a :1 7 E 4 •-• 3 X Owing no. W98-75 8 Cahoot 1 of 5.) • • • • • • • • • • • • • • • • • • • • _ • • • • • • • • • • • • • • • - _ --,/, I. ( .0 A . . N a ‘; 1 ..- \ 1 \ X \ 2 5 1/2" MAX ® 12 1/2"MA TYFICAL • FRAME WIDTH 70 1/2" LW WIDTH LEAF WIDTH TYPICAl Fl EVAT1ON (, 0/)X TESTED UNIT 1 4. lagla • 2 POINT LOCK CONCEALED VERTICAL ROD PANIC HARDWARE MODEL 2080 BY .JACKSON EXIT DEVICES WIRI PANIC TOUCH BAR LOCATED AT 38-1/27 FROM BOTTOM OF EACH LEAF. WITH KEY OPERATED CYUNDER AT EXRERIOR • • • PANIC TOUCH BAR ta d 1/4" MAX. 1/4" CUSS irEAT samnin4D. ix - INTERLAYER MONSANTO POLWRITL BUTYRYL 1/4" GLASS STWITKDIED GI A71140 DFTAIL MEILLIIE 74 1/2' WY- FRAME WIDTH • ADDITIONAL ANCHOR . 0/xx ) ON DOCILE DOORS WITH TRANSOM 3/16" GLASS HEAT SMMOTHENED .080 IMERLAYER MONSANTO POLYVINYL BUM. 3/111* GLASS HEAT MCMTHENED GIA7ING • DOOR LEAF 1 SEE DETAIL . 0 . FOR ANCHOR 39 1/2" MAX. ( 0/X) 191. HUVANOUN FARDOCI RA. PE • 1E557 ( 1/- 0_11.141898-- 74 1/2" MAX. FRAME WIDTH 18' MAX. TYP. 12 1/2" MAX. TYP. ( XX ) APPROVED CONF1GURATION$ MAX. DESIGN LOADS + 70.0 PSF - - PSF 5 1/2° MAX. THIS PRODUCT RATED FOR LARGE MISSILE IMPACT SHUTTERS NOT REQUIRED PRODUCT RENEWED Awl:nitwit& Ok EXPD1A CONTROLDWISION BMLBINDcODBOOMPLIANCBCWFIC5 .NMES.; • • • L nos STRUCTURE IS DESWNED AS PER THE scum FLORIDA MMHG CODE 1904 EDITION FOR DADE COUNW. ALSCMFOR WIND l.4• AS PER ASCE 7-88 =NO CORRESPOMDINONLOADS. a, woos aucws or mom must az ANOHORMAPROPI&LY TO TRIM LOADS TO THE STRUCTURE. a ANCHORS SHALL ME AS USTED, SPACeD WON ON Dams. Atatos...aiezzimeta TO 8ASE_MATERLAinwipitemso you. DRESSING OR STUCCO. 4, ALL STEEL IN CONTACT WM1 ALUMIAIUM TO OBAREATED OR PAINSFW• • • • • • • • • • APPROVED Ai, iplpigewmi THE:• • 5051H FLORIDA WILDING CODE • • • • UT • , ., d 1 . , OL DIV,CDPI Al . "0•41 2011.068 cg . COMPLAIN DERCE ACCEPTANCE DO crj - t • o S 1 • • • 4 • • • • (IV -• OS h fl a :1 7 E 4 •-• 3 X Owing no. W98-75 8 Cahoot 1 of 5.) • • • • • • • • • • • • • • • • • • • • _ • • • • • • • • • • • • • • • SADDLE THRESHOLD _WY DR RR V®D BIICtGS � IF } • i + TYPICAL ANCHORS BUMPER THRESHOLD - TO BUCKS '�' ATYPICAL ANCHORS 10 En9A_ ST . FAROOQ f1A PE/ 18557 TYPICAL ANGERS CLUSTER OF 3 AT -I HTG. STLE 2-1/2' D.C. 1 TYPICAL ANCHORS; SEE ELEV. FOR SPACING A INTO 2BY WOOD BUCKS OR WOOD STRUCTURE # '14'SMS OR 1/4' TAPCONS WITH 1 -112' MIN. TOTAL EMBED. 0. INTO 1 BY WOOD BUCKS OR INTO MASONRY 1/4' DIA TAPCONS WITH 1 -1/4 MIN. EMBED INTO MASONRY SEALANTS; FRAME AND PANEL CORNERS, INSTALLATION SCREWS 4D ALL METAL PARTS CONNECTIONS SEALED WITH ALUMINUM COLORED • SEALANT 'DOW CORNING 995, • • • WOOD BUCKS NOT BY ARCH ALUMINUM, MUST SUSTllN,, IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. •••• • •••• • ••••••- - -•- YINB wNiH APPROVibIS SOME BW186 CODE PRODUCT RENEWED " AccErrANCBIu 01-0411 pws.Qa 241; BUDD EP OWE WPLU1it r K1 TL011 / 11 :- ACCEPTANCE NC BP PRODUCT BUILDING CODS OD CE OPPICB • • •• • • (sheet 2 of 5 ) •• • • • • • . • •••• • • •••• • D.L. OPG. PANEL WIDTH EXTERIOR • DI. OPO. PANEL WIDTH • • • • — 114 - WWI • • • L stiiMI YP -. APPROVED AB COMPLYNNI ININ- THE • scum nofira wand CODE • • • OAT • • BY .171AM. .M. ..., .... * PROW e ,. ROL DP/WM MINI CODE COMPLIANCE OPPICE • • AnEKANCE NO. 11 - 0 76 q 'It. (sheet 3 of 5 ) DOOR LEAF CORNER Hiltu we RAT HEAD 444'4% FRAME LPINEE THRESHOLD CORNER f 14 X 1-1/e MS tot —e4 X 3/Er C1111949 MS 1 . -.2 X 2 X AWAI ANGW. 7/1" LONG --1.127.F X 3/8* omAy CUrnNq IMS • J.. 2 OFFSET PIVOT HINGES OFFSET CAST ALUMINUM PIVOT HINGES INTERNATIONAL # OP-160 (AT EACH END) • INTERMEDIATE CAST ALUMINUM HINGES # IP-1900 (AT MIDSPAN OF EACH LEAF) a 1 12 FH SELF TAPPING SCREWS HINGE OPTIONS; 4-1/2" BRASS BUTT HINGES HAGER # 23439 r FROM TOP CORNER 12*- FROM BOTTOM CORNER ONE AT MIDSPAN 12 H SELF TAPP 41 irk FING SGREn iii.1111111 • 12 PH SELF TAPPING r- SREWS 1;?ONCFAI Fn ALUM ROTON HINGE CONTINUOUS ALUMINUM ROTTON HINGE HAGER # 780-112 FASTENED TO FRAME JAMB AND TO JAMB STILE • • WITH (27) TOTAL SCREWS ON 8/0 00RS • „ WITH (25) TOTAL SCREWS 018/13.& ,7/0 DOOR511 • • • • • • PRODUCT:RENEWED Ampratikee 0 :•1,117,1 s ac. ' APPROVED? 3 comma MTH THE somi Fuldtanallo coos Buiw cow costpluicE OfF101 " ACCfP1Meff101:1 03 ./1 • • • • (sheet 4 of 5 • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • - '--4.500--.. • _. �[ / PAHT f . 81WC'----..: p1OP .___.. YA7�131. - 1t r�OPP1>i8 ` s? W�L-9E .. _ r.118 3380 -•�I .. 1 AGA 8 I/ LEAF TOP RAG. 6663 -15 ARCH AURI / � • k 4 l 'r 1.545 JJ 1 5 3006 4/ LEAF EXTERIDR GLASS 37O3701. 6663 -75 ARCH ALUM I 2.000 { 1.240 + 3 3GOS 4/ LEAF 1 GLASS STOP • 6063 -13 ARCH AJ81 4 V2104 AS REDA TAPE CH/2' X 1/89 - HQRT@4 ® .9941 INACTIVE STILE S 983 AS REEL. sEALNIT43ETWEEN GLAZING READ & cuss) SUICIDE DIN COD= � ~ 4•. 6 1010 1 SADDLE TF D • 6063 -15 ARCH ALUM 7 1046A 3 DOOR STOP 6063 -75 ARCH ALI94 .250 -e ® HEAD & JAMB 0 3001 1 FEA6ER TUBE - 6063 -76 ARCH ALUM 9 H-65 1/ DAR 8710 BULB WEATHERSTRIPPING NEIPRENE NORTON Q CORP INNERS 8o 1 YE 33174 8100 FAX 3.518 10. . . H-63.. .4/ FAG:D LITE VERGE -7N GASKET.. 1E{PREItE IROVERSAL FAN= 11 30•4 1/ FRAME CORNER SHEAR DUCK 6063 -75 ARCH 611!1 1.645 - 1 3.938 12 YP100 AS 2FAA TAPE 13/8' X 0149 - KR= .906 7 - -- it 1 1 - �� - 14 V2104 AS REOA TAPE 01/2' X 1/89 - NORTON .094 ® ACTIVE STILE 1a AGA152 Y LEAF swum RAIL 6063 -78 ARCH 61.114 *- 2.045 -+ SHEAR BLOCK 16 8 -19 AS REOD. 5 10 X 8' FLAT HEAD 88Rea - AT 12' 6G TTP. . 17 . S -12 AS RECD. • 10 X 3/4' FLAT HEAD SCREWS AT 3' FRU4 F.094 19 14,65c . As REOD. SETSCC 7D4G HX • NEOPRENE UNIVERSAL 81033 l(MEDIUM STILE IMPACT ALUM ENTRANCE DOOR in ARCH ALUMINUM & GLASS LC. 10200 N.W. ,67th street TAMARAC, FL 33321 TEL (800) 432 -8132 FAX. (984) 724 -9295 • 1 19 3601 AS REOD. HEAD/JAMB 6063 -76 • ARCH ALUM _. . 938 13 GLASS -- t 1.750 .80 TR35. .. 2/ LEAF,-_ _. 3//8'.T1O4EATIEB ROID VIM NUT .. _. 91 • ACW73 1/ LEA HINGE STILE 6063-T5 ARCH AU•t •• - .760 26 AGAt50 1/ ACTIVE LEAF ACTIVE STILE 6063 -T5 ARCH ALUM p AGA155 1/ INACTIVE LEAF INACTIVE STILE 6063 -T5 ARCH ALUM 1.000 STOP ' 052 FIXED UTE 1 3 24 S-PILE AS REOA PILE WEATHERSTRIPPING C155V X .39010 - SCH Erse 25 N -15 3/ LEAF 4-1/2' X 4 18177 HINGE BRASS HALER ' 3.473 . HINGE STILE • e6 780 -054 01 LEA ROTOR HINGE ALUMINUM HAGE R 27 H -B6 - TOP & BUM OFFSET PIVOT SET - LCN • .741 .500 28 104 - INTERN. OFFSET PIVOT - INTL DOU#CLDSL L 29 20056 - 4' EWER TH RESH oLD 6063 -T5 PQ9m 5.000 -° --.094 .. .. _... . _.. - . .. _.. TiTYB TFI AYIFRSTRIPPING .... VINYL' PEHm 31 1061 01 LEAF . PUSH DAR AT 42 -1/2' FROM BITTDH 6063-75 ALIA41891 SHAPES INC. 1.750 DOOR STOP 32 A-R800 1/ LEAF MEL HANDLE AT 42 1/2' FROM BGTTU4 6063 -76 ARCH AWN 33 - AS READ. Y 10 X 1 -1/4' FLAT HEAD SCREWS. - AT 3'. FR[3H COP L 24' O.C. • • • • • �!RODU(ff pONEWiD ..-1.1144-.. -.127 1 t �.. - 1.844 RAIL 3.800 - to , BOTTOM • .188 _ - AD L��ILbO IIIEi • E)! 1RATIOI4 ' TE 1. (' • L •• a. Q TOP RAIL . _ i • '�r...r _ 4.000 '-- --._. ® SADDLE THRESHOLD • .. ^. ..-� -^- > a n (jpO: • - • -CBO • ro i< f S •C& 1 4 t KM THE 1.237 . 070 ---.._ 1.020 1316 .... . . )Bt._Huukro1M.FAR000. Oq' s7R C1URES _.. .._ n ;;i FL I DA ;, pi CODE- • - - -. - . 125 _ STOP pp" •r Mr•; ;r' DIYSHOtI • • BUXOM FADE COMPLIANCE OFTICk • • ACCEPTANCE ND. q7- 01M•(2 o EXT. GLASS O STOP INT. GLASS - � g drawing no. W98 -76 6.000 @ BUMPER THRESHOLD . (sheet 5 of 5 ) •••• • . • •••• • ••• • • • ••• •• •• • •••• • ••• • Arch Aluminum & Glass Co., Inc. A. DRAWINGS 1. Manufacturer's die drawings and sections. E -1 • • • • • . • • • • • • • • • • • • • • .••• • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SI4111thED • •• • • • •• •• • • • • • • • 2. Drawing No. 98 -42, titled "Impact wall 3000" A1u uW ndo*.W&1 ffiy's.,•sheets 1 through 7 of 7, dated 12/09/98 and last revised on 02- 02-04, prepared by Al Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (Original test report in file # 03- 1107.02) 1. Test reports on 1) Uniform Static Air Pressure Test per FBC, TAS 202- 94(Structural only) 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wmd Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum storefront system, prepared & issued by Fenestration Testing Laboratory, Test Report No. 3398 (1+ "I:L- 03175) dtd December 10, 2003, signed & sealed by Edmundo J. Largaespada, P.E. 2. Reference Test reports on 1) Uniform Static Air Pressure Test per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wmd Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum WindoWwall system, prepared & issued by Fenestration Testing Laboratory, Test Report No. 3363 (14 TL- 02180) dated April 24, 2003, signed and sealed by Edmundo J. Largaespada, P.E. 3. Test reports transferred from NOA# 02- 0507.02 & 01- 0329.02 1) Large Missile Impact Test PA 201 -94 2) Cyclic Loading Test, per SFBC PA 203 -94 along with installation diagram of an aluminum window wall system marked -up by Fenestration Testing Laboratory, Inc. Test Reports Nos. F1L -3326 (01088), report dated January 09, 2002, signed and sealed by Luis Antonio Figueredo, P.E. 4. Test reports transferred from NOA# 98- 1216.06 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per Sk I3C, PA 202 -94 �) Water Resistance Test, per SFBC, PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1 010, dated Oct. 25, 1994, signed and sealed by Yamil Gerardo Kuri, P.E. 5. Test reports transferred from NOA# 98- 1216.06 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2221, dated Dec. 9, 1998, signed and sealed by Gilbert Diamond, P.E. 1 St,..0...1 1- 4.t ' %dA I L Chanda, P.E. Product Control Examiner NOA No 03- 1211.08 Expiration Date: March 05, 2009 Approval Date: February 26, 2004 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA} • . ..• • .• • • • • • • • • • • • • • • • • • • • • • • .•• • • • ... • • • • • • • • .• • • • . • •• = lD$ CDC FLORIDA • . • MEIRD -DUDE FL/GtEk AMONG ' 14(f ST FLAGLtk STREET, Surd, 1603 MIAMI, FLORIDA 33130 -1563 • • • q 05 )• 375 42 01 ..FAX (305) 375-2908 • • • • • • • • • • • • • • • •. • • • •• Arch Aluminum & Glass Co., Inc. 10200 NW 67 Street Tamarac, FL 33321 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted mailer, 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: Series "Impact Wall 3000" Aluminum Storefront System - Impact APPROVAL DOCUMENT: Drawing No. 98-42, titled "Impact wall 3000" Alum Window Wall Sys", sheets 1 through 7 of 7, dated 12/09/98 and last revised on 02 -02-04, prepared by Al Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E., beari ig the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant 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 O:fficia1. This NOA renews and revises NOM 03- 1107.02 and consists of this page 1 and evidence pages E -1 & E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 03- 1211.08 Expiration Date: x - 05, - 2009 Approval Date: February 26, 2004 Page 1 • . • • • • ••• .• .• • • • •• •• • • • . • • ••. •• • • • • • •. • • • • • • • • • • • • • • ..• • • • • • • • • • • • • •• Arch Aluminum & Glass Co., Inc. • i• • • • • • • • • i• • • • • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SVBMIT'rE • I • • • •• • • • •• ••• •• 1. Anchor calculations and structural analysis, prepared b4-I argogsoYp., dated January 20, 2004 and last revised on 02/02/2004, signed an&seated byDr'Fitifdyouii. Farooq, P.E. C CALCULATIONS D. QUAALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Polyvinyl Butyral Interlayer Saflex/ Keep SafeMax", expiring on 05/21/2006. 2. Notice of Acceptance No. 03.0421.01 issued to Solutia, Inc. for "Saflex HP a polyvinyl butryal interlayer for lamination of glass ", expiring on 04/14/08. F. STATEMENTS 1. Statement letter of conformance and "No financial interest", dated Jan 12, 2004, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Laboratory compliance letter for Test Report no. FTL -3326, issued by Fenestration Testing Laboratory, Inc., dated January 23, 2003, signed and sealed by Edmundo Largaespada, P.E. 3. Laboratory compliance letter for Test Report no. FM-3633, issued by Fenestration Testing Lab, Inc., dated May 13, 2003,.signed & sealed by Edmundo Largaespada, P.E. 4. Laboratory compliance letter for Test Report no. FM-2221, issued by Fenestration Testing Lab, as part of test report. 5. Request letter for renewal dated 11/04/2003 by Arch Aluminum, signed by G. Garcia. G. OTHER 1. This NOA renews and revises NOA# 03- 1107.02. 2. Test proposal dated 10 -03 -02 (Rev11 /13/02) for system performance verification per TAS 201, 202 & 203 -94, approved by BCCO. 3. Letter of correspondences between Arch Aluminum & BCCO, dated October 07, 2002, May 07, 2002 and November 18, 1998. 4. Previous files Associated with this approval NOA #03- 1107.02, 02- 0507.04, 01- 0329.02 & 98- 1216.06 E -2 1 51441 t•Ltkott4 ►Iahaq L Chanda, P.E. Product Control Examiner NOA No 03- 1211.08 Expiration Date: March 05, 2009 Approval Date: February 26, 2004 i SEE CHART SHEET 3 D.L. OPC. HEIGHT MAX. 99' ID -- - •9d0 70 rLiA = - - —T r 4— / 1, / // // A/ /� .1 \ O1 \ \ \ SEE 'ARCH AL■N'\ BIP DOO I FOR DOOR RAJIN j & DETAILS. LLi / / 1 -. NOA . L _______ 1 , Z 13316 33S 7H •OdO ra 133HS 33S 1 1 - 1 1 . 1 rt 1 1 1 1 1 . 1 1 %.2.../1 ' 4' MAX. TYP. HEAD /SILL CORNERS SEE SHEET 2 AN OYP A, OR ' -Z 3 CHRS OR 4 T AT E B EAC SIDE C OF JAMB SEE SHEET 3 II ANCHORS TYPE A. B OR C I 2, 3 OR 4 AT EACH SIDE OOFU 3 - - - -- SEE 'IMPACT WALL 3000' WINDOW WALL SYSTEM INSIDE OR OUTSIDE GLAZED WINDOW WALL SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS NOT REQUIRED. THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED ENTRANCE DOORS. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT S DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS By OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. AU. STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. SEE SHEET 2 TYPICAL ELEVATIONS INSTRUCTIONS; USE CHARTS AS FOLLOWS. _STEP_]. 5172 _2 21:12 _,1 .311M-4 22' MAIL TYP. AT HEAD /SILL DETERMINE DESIGN VEND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE /SCE 7 STANDARD. SEE CHARTS ON SHEETS 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. CHECK MULUON CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 3 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USING CHART ON SHEETS 4 SELECT ANCHOR OPTION WM1 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE ••• \-2, TYP A, B OR C • 2, 3 R �T EAOH: IDE OF JAMES • • SEE S •• • •• • • • • AppromEb Q with tl1a Made ••• q�• •• • ••• 154 . L La • • • •• •• •• • • • • • • • • • • •• • • • •• • •• • •• DRe et o} •• ••• •• • ••• • ••• • •• • ••• • •• ••• • ••• • JAMB & MULLION LOAD CAPACITY - PSF NOMINAL DIMS. WIDTH (W) 24' 30' 36' 42" 48 80" 68" 72" 24" 30" 38' 42' 48" 54 80' 88' 72' 24" 30" 38' 42" 48' 54' 80" 68' 72" 24' 30' 38' 42' 48' 54' 80" 08" 72 24" 30" 38' 42" 48' 54" 60' 68' 72' 24' 30' 30' 42" 48' 54' 80' 88' FRAME HEIGHT 72" 78" 84' BO" 98' 102 INTERMIEDTATE MULLION JAMB/BOOR MULLION EXL +) 87.5 87.6 87.5 87.5 87.8 87.5 87.5 B7.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 67.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 873 87.5 87.5 87.5 87.8 87.5 87.5 87.5 87.5 87.8 87.8 87.5 879 87.5 87.5 87.5 87.5 87.5 87.5 87.5 879 873 87.5 87.5 87.5 874 87.5 87.5 87.5 879 87.5 87.8 87.5 87.8 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 873 87.5 87.5 87.5 874 87.5 87.8 87.5 87.5 87.5 87.5 87.5 87.8 87.5 87.6 878 87.8 873 87.5 87.5 87.5 87.5 874 87.5 87.5 87.5 87.5 87.5 87.5 87.5 JAMB & MULLION LOAD CAPACITY - PSF NOMINAL DIMS. WIDTH (w) 24' 30' 38' 42' 46' 54' 80' 66' 24' 30' 38' 42' 48' 54' 60' 24' 30' 38" 42' 48' 80' FRAME HEIGHT 108' 114' 120' INTERMEDIATE MULLION JAMB/DOOR MULLION Ext +) 87.5 87.5 87.5 87.5 87.5 879 67.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 873 87.5 87.5 87.5 87.5 87.5 off.(-) 87.5 87.6 87.5 87.5 87.8 87.5 87.5 67.5 87.5 874 67.5 87.5 87.5 873 87.5 874 87.5 87.5 87.5 874 87.5 Ph-H FMB INTTINNEDIATE DOOR JAMB MUDJON MULLION ANCHORS REDD. SEE DOOR NOA L W1 a - W2 °,I WiDTT1 (w) - w1 + wz 2 'ARCH ALUM' DOORS SEE SEPARATE NOA WI W2 I W1 I WIDTH (W) W1 + W2 2 'ARCH ALUM' DOORS SEE SEPARATE NOA WI WIDTH (W) 0 21 + W_ INTERMEDIATE HORIZONTALS °w1 I _ W2 J WIDTH (W) = wt + W2 2 'ARCH ALUM' DOORS INTERMEDIATE SEE SEPARATE NOA rHORMONTAL W1 I W2 WIDTH (W) W1 +W2 2 'ARCH ALUM' DOORS SEE SEPARATE NOA ANCHORS REDD. SEE DOOR NOA W2 Inn DR HtIMATOON P65000 F1 57 C.A.N. . t -8 EB 0 5 2004 WIDTH (W) fl W1 + W2 2 •• • f •7• • • • •• •• 1. ••• • ••• •• • • x.461 k • • ••• • •••• • APP • • /1oe15•4 24110 • Z • • 0 O • • • • • • • • drawing no. 98 -42 sheet 3 of 7 ••• • • • ••• • • • • • •• ••• • • • ••• • • •• • C - WM .0Z I. A A JAMB & MULLION LOAD CAPACITY - PSF NOMINAL DIMS. WIDTH (W) 24' 30' 36' 42" 48 80" 68" 72" 24" 30" 38' 42' 48" 54 80' 88' 72' 24" 30" 38' 42" 48' 54' 80" 68' 72" 24' 30' 38' 42' 48' 54' 80" 08" 72 24" 30" 38' 42" 48' 54" 60' 68' 72' 24' 30' 30' 42" 48' 54' 80' 88' FRAME HEIGHT 72" 78" 84' BO" 98' 102 INTERMIEDTATE MULLION JAMB/BOOR MULLION EXL +) 87.5 87.6 87.5 87.5 87.8 87.5 87.5 B7.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 67.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 873 87.5 87.5 87.5 87.8 87.5 87.5 87.5 87.5 87.8 87.8 87.5 879 87.5 87.5 87.5 87.5 87.5 87.5 87.5 879 873 87.5 87.5 87.5 874 87.5 87.5 87.5 879 87.5 87.8 87.5 87.8 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 873 87.5 87.5 87.5 874 87.5 87.8 87.5 87.5 87.5 87.5 87.5 87.8 87.5 87.6 878 87.8 873 87.5 87.5 87.5 87.5 874 87.5 87.5 87.5 87.5 87.5 87.5 87.5 JAMB & MULLION LOAD CAPACITY - PSF NOMINAL DIMS. WIDTH (w) 24' 30' 38' 42' 46' 54' 80' 66' 24' 30' 38' 42' 48' 54' 60' 24' 30' 38" 42' 48' 80' FRAME HEIGHT 108' 114' 120' INTERMEDIATE MULLION JAMB/DOOR MULLION Ext +) 87.5 87.5 87.5 87.5 87.5 879 67.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 873 87.5 87.5 87.5 87.5 87.5 off.(-) 87.5 87.6 87.5 87.5 87.8 87.5 87.5 67.5 87.5 874 67.5 87.5 87.5 873 87.5 874 87.5 87.5 87.5 874 87.5 Ph-H FMB INTTINNEDIATE DOOR JAMB MUDJON MULLION ANCHORS REDD. SEE DOOR NOA L W1 a - W2 °,I WiDTT1 (w) - w1 + wz 2 'ARCH ALUM' DOORS SEE SEPARATE NOA WI W2 I W1 I WIDTH (W) W1 + W2 2 'ARCH ALUM' DOORS SEE SEPARATE NOA WI WIDTH (W) 0 21 + W_ INTERMEDIATE HORIZONTALS °w1 I _ W2 J WIDTH (W) = wt + W2 2 'ARCH ALUM' DOORS INTERMEDIATE SEE SEPARATE NOA rHORMONTAL W1 I W2 WIDTH (W) W1 +W2 2 'ARCH ALUM' DOORS SEE SEPARATE NOA ANCHORS REDD. SEE DOOR NOA W2 Inn DR HtIMATOON P65000 F1 57 C.A.N. . t -8 EB 0 5 2004 WIDTH (W) fl W1 + W2 2 •• • f •7• • • • •• •• 1. ••• • ••• •• • • x.461 k • • ••• • •••• • APP • • /1oe15•4 24110 • Z • • 0 O • • • • • • • • drawing no. 98 -42 sheet 3 of 7 ••• • • • ••• • • • • • •• ••• • • • ••• • • •• • FRAME HEAD /SILL/JAMB SHEAR BLOCK GLAZING STOP FRAME INTERMEDIATE MUWON WEDGE —IN GASKET /12 -24 X 3/4' 1/4 -20 X INTERMEDIATE MULLION (VERT./710R2.) PAN HEAD MACHINE SCREWS ADHESIVE FOAM TAPE SETTING SLACK (1/2' X I/4' X 2' LONG) 6003 -T3 MANP. /SUPPLIRR /REMARKS ARCH ALUM & GLASS CO. ARCH ALUM • MASS CO. FRAME CORNER HEAD & SILL INTER. HORIZ. MUWON • • ••• • • •• • SSIY313Y[- • • • • • • • • • • •• • ••• • ••• • •• drawing no. 98 -42 ••4 • 4 • sheet 7 of 7 ••• • • • • • • • • • • ••• • • • • • GLASS LOAD CAPACITY - PSF NOMINAL DIMS. D.LO. WIDTH 38' 3r 42' 48' 51 54' 57' 80' 38' 39' 42" 45' 45" 51' 54 57' 80' 38" 38' 42' 45" 48" 51' 54' 57" 80 35' 39' 42" 45' 48" 51' 54' 57" 80' 38" 39' 42' 43' 48' 51' 54' 57" 60' 38° 39" 42 45' 48" 81" 54" 57' so' D10. HEIGHT 80' 83" 68' or 72" 75' GLASS TYPE 'A' EXL( +) & INT.( - ) 87.5 87.5 87.5 87.5 87.5 87.5 87.5 875 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.8 87.8 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.8 87.5 87.5 87.5 87.5 87.5 87.5 87.8 87.5 87.5 87.5 87.5 87.5 87.5 87.5 xx GLASS TYPE $' EXT.( +) & INT.(-) 87.5 87.5 675 87.5 87.5 87.5 875 87.5 87.5 87.5 87.5 87.5 87.5 87.5 57.5 87.5 87.5 87.5 875 87.5 875 875 87.5 875 87.5 87.5 87.5 87.5 87.5 87.5 875 875 87.5 87.5 87.5 87.5 87.5 875 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 875 87.5 87.5 87.5 87.5 87.5 GLASS LOAD CAPACITY - PSF NOMINAL DIMS. D.LO. WIDTH 38' 39 42' 45' 48' 51' 84" 57' 80' 38' 39' 42' 45' 48' 51" 54' sr 80' 38' 39' 42' 45' 48° 51' 54 57' e0' 38' 38' 42' 45 48' 51" 54' 57' 80' 38' 38' 42" 45" 48' 51' 54" 57" 80 38' 38' 42' 45' 48' 51" 54' sr 8o' D.LO. HEIGHT 78 81' 84' 87" 90' 83 GLASS TYPE 'A' DR.( +) & INT.(-)DR.( +) & INI.( - 87.5 87.5 87.8 87.5 87.5 87.5 87.5 XX xx 87.5 87.5 87.5 87.5 57.5 87.5 XX xx XX 87.5 87.5 875 87.5 87.5 87.5 XX xx xx 87.5 87.5 87.5 87.5 87.8 xx xx xX xx 87.5 87.5 87.5 87.5 87.5 xx XX xx xx 87.5 87.5 87.8 875 XX xx xx xx xx GLASS TYPE '8' 87.8 87.5 87.5 87.5 87.5 87.5 87.5 87.5 57.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 875 87.5 87.5 87.5 87.5 875 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.8 87.5 87.8 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.8 GLASS LOAD CAPACITY - PSF NOMINAL DIMS. D.LO. WIDTH 38" 39' 42" 45 48' 51" 84' 57' 80" D.LO. HEIGHT 88 CLASS TYPE 'A' EXT.( +) & INT.(-) 87.5 87.5 87.8 87.8 XX xx xx XX xx GLASS TYPE '8' EG.( +) & INT.( - , 87.5 87.5 97.5 87.5 B7.5 87.5 87.8 87.5 88.1 SILICONE DOW CORNING 995 1/4' GLASS HEAT STREN'D .090• INTERLAYER SAFLEX /KEEPSAFE M XMUM 8Y 'SOLUTIA' 1/4' GLASS HEAT STREN'D GLASS TYPE 'A' SILICONE DOW CORNING 985 GLAZING 'OPTIONS 9/18' OVERALL LAMINATED GLASS Env. DL 10.WY01IN FAR000 STRUCTURES C 8 18687 °FEU 5 114 D.LO. D.LO. r �r J 1021 1/4 cuss HEAT SIREN'D .100 INTERLAYER SAFLEX HP BY 'SOLUTU' 1/4' GLASS HEAT STREN'D ••• • GLASS TYPE E' •••••• • • •• •• • • •• • • • • •••• • •• 0 • • • •• drawing no. 98 -42 sheet 2 of 7 ) • ••• • • ••• • ••• • •• • •• ••• • • • ••• • ••• • INTERMEDIATE 1 :1(a) ANCHOR LOAD CAPACITY - PSF EXL( +) & IM.( -) ANCHOR LOAD CAPACITY - PSF D(t( +) & WT. - HORROMAL 'ARCH ALUM' 000RS SEE SEPARATE NOA ' I . NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE "B'. 'C' NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE '8' ANCHORS TYPE 'C' l WBAH (W) FRAME HEIGHT A2 A9 A4 H2 B9 WIDTH (W) FRAME HEIGHT A2 AS A4 H2 83 C2 eGN -73Z 1 N91S3O .47 NOM Naaols 24" 30" 38' 42" "" 72" 87.8 87.5 87.5 87.5 87.5 i 24" 70' 36` 42" " -' N n R Y$ V 0 m 108" 87.5 87.5 87.5 87.5 87.5 87.8 875 87.5 87.8 87.5 87.5 i 87.5 87.6 87.8 87.5 87.5 87.8 87.5 87.6 87.5 87.5 87.5 i 84.1 87.5 87.5 87.5 875 87.5 875 57.5 87.5 87.5 87.5 I 72.1 87.5 87.5 87.5 87.5 87.8 87.3 j . ; g - y + � i " n' 1 4, C..) n • Q Q 2 g I Q om ', Fa Ll 111,41iL 87.5 87.5 87.5 87.5 87.5 { 83.1 87.5 87.5 87.5 87.5 87.5 87.5 I° W1 2 84.1 87.8 87.6 87.5 87.5 i 58.1 84.1 87.5 87.5 87.5 87.6 87.6 + + W1 W2 WIDTH 75.7 87.5 87.5 87.5 875 87.5 87.5 50.5 75.7 87.5 87.5 87.5 87.5 87.5 (W) (MUWON) 2 WIDTH (W) 4. WI (JAMB) NC O p S NO 88.8 87.5 87.6 87.5 87.5 87.5 87.5 45.9 88.8 87.5 85.8 87.5 85.2 87.5 83.1 87.5 87.5 87.5 87.5 87.5 87.5 - -" 80' V o Y 114' 87.5 87.5 87.5 87.5 875 87.5 87.5 -'" 54" 80' BO' 72' N M V7 V m ti m 78 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 'ARCH ALUM' DOORS SEE SEPARATE NOA I ' I - 1H913H 371I2id 87.5 87.5 87.5 87.5 87.5 79.7 97.6 87.8 878 87.5 87.5 87.5 875 87.5 87.5 87.5 97.5 88.3 875 87.5 87.5 87.5 87.5 87.5 "` I �1; ` AO • ' m a, d ) / 1 87.5 87.5 87.5 87.5 87.5 598 87.5 87.5 87.5 87.5 87.5 87.5 87.4 87.5 87.5 87.5 87.8 87.5 87.5 53.1 76.7 87.5 87.5 87.5 87.5 87.5 77.7 87.5 87.5 87.5 87.5 87.8 878 478 71.7 87.8 87.5 87.5 87.5 P'' 89.9 87.5 87.5 87.5 67.5 87.5 87.5 24' 30" _ _ h V Y oQ 120' 87.5 87.5 87.5 87.5 87.5 87.5 f L. ") IQ , ! , 1 w - N a 4 r r a M 0 �F 83.8 87.5 87.5 87.5 87.5 87.5 87.6 87.5 87.5 87.5 87.5 87.5 87.5 L 3 . 58.3 87.4 87.5 87.5 87.5 87.5 87.5 75.7 87.5 878 87.5 875 87.5 E 24" 30" 38' 42' 48' 84' 80' 66' 72' 84" 87.5 87.6 87.5 87.5 87.5 87.5 87.5 84.9 87.5 87.5 87.5 87.5 87.5 _ E _ _ WI 2 W ( MUWON) WIDTH (YQ Wt (JAMB) 'ARCH ALUM' DOORS SEE SEPARATE NOA - 87.5 87.5 87.5 87.5 87.5 87.5 87.5 58.8 85.2 87.5 87.5 87. 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 50.5 75.7 87.5 87.5 877.5 8 87.5 878 87.5 87.5 87.5 87.5 87.5 87.5 87.5 45.4 88.2 87.5 85.0 87.5 84.3 87.5 81.1 87.5 87.6 87.5 87.5 87.5 87.5 ANCHORS TYPRR■ SEE SHEET 4 FOR A2 ■ 2 ANCHORS TYPE 'A' AT B2 - 2 ANCHORS TYPE '8' AT C2 = 2 ANCHORS TYPE 'C' AT 3 ANCHORS TYPE 'A' AT B3 = a s ANCHORS TYPE '8' AT C3 ° l3 ANCHORS TYPE 'C' AT A4 ■ (4) ANCHORS TYPE 'A' AT ALL OTHER ANCHORS TO BE SPACED `I I'- �_ 11 ` L I, - j , *\ 1 XVN .98 .c 72.1 87.5 87.5 87.5 87.5 87.5 87.5 H IM R0 I I - - - � R 11191314 31 648 87.5 87.5 87.5 87.5 87.5 875 - u xwr.as 59.0 87.5 87.5 87.3 873 87.3 87.5 84.1 01.1 87.5 87.5 87.5 878 87.5 24" 30" 38' 42' 48' 54" 60" 88' 72' 60' 87.5 875 87.5 87.5 87.5 87.5 87.5 g W1 ( W2 I Wt 87.5 87.5 87.5 87.5 87.5 87.5 87.5 F % 87.5 87.5 87.5 87.5 87.5 87.5 87.5 1 W2 WIDTH (W) 0 - 21 + (MUWON) 88.8 87.5 97.5 87.5 87.5 87.5 87.5 DESCRIPTION EACH SIDE OF MUWON OR JAMB EACH SIDE OF MUWON OR JAMB EACH SIDE OF MUWON OR JAMB INTERMEDIATE EACH SIDE OF MUWON OR JAMB HORIZONTAL EACH SIDE O MUWON OR JAMB EACH SIDE OF MUWON OR JAMB EACH SIDE OF MUWON OR JAMB AS PER ELEVATION. 75.7 87.5 87.5 878 878 87.5 87.5 WV CH) WioTH (W) = 51 (JAIL) W2 t P � • • •• • •• • 67.3 87.5 87.5 87.5 87.5 87.5 87.5 (MULLION) 2 S DOORS ' � 4�•• i v ° 60.6 87.5 87.3 87.5 87.5 87.5 87.5 55.1 82.8 87.5 87.5 87.5 87.5 87.8 r & •••• • • •n •• _ 50.5 75.7 87.5 87.5 87.5 87.5 87.5 1/49l3H 3PIVNU 48+ b jI • Ij 409 • , I 'i1 • .,•• WI 24' 30' 38' 42' 48' 54" 60" 68' 72' 88" 87.5 87.5 87.5 87.5 87.5 87.5 87.5 'Curt .oZ r I 87.5 87.5 87.6 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.6 87.5 81.1 673 87.8 87.5 87.8 87.5 87.8 • • • • • 71.0 87.5 87.6 87.5 87.5 87.8 87.5 83.1 87.5 87.8 87.5 87.5 87.5 87.5 I III W •, v c ° •• • • • 55.8 85.2 87.5 87.5 87.5 87.5 87.3 57 W I07H cw ' ("UWp4 • WIDTH (W) - WI (JAMB) mum * 8) ••• 6 31.8 77.5 87.5 87.5 87.5 87.5 87.5 47.3 71.0 87.5 87.5 87.5 87.5 87.6 a .:.. • • • ai 24" --" 1 88 87.5 87.5 87.5 87.5 97.5 87.5 87.5 1 8 87.5 87.5 675 87.5 B7.5 87.5 87.5 E^ �' FPR000 •AppAidOp�•pdy • pIw48• ...::. Qy�y •D•b ••102' • g • ��R ff k (( 87.5 87.6 87.5 87.5 87 87.5 87.5 873 _ STRUCTURES 78.4 87.5 87.5 87.5 87.5 87.5 87.6 _ 1 3/4' ..... 61 __ I i • . 1 33/4' 7" _ .....= 3• 3 _ 3 • lir - _ • 3 18657 66.9 87.5 878 87.5 675 87.5 87.5 59.4 87.5 87.5 87.5 87.5 87.5 87.5 3" 6 1 1 3/4 335 48.8 80.2 72.9 87.3 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.6 Bi 1 3/4' 3' B 4 1 . ` ~ v � 'B � Awing no. 98 -42 1 3/4' - 1 3/4' .52. 112. C& A9. B9. C9 A4 ( sheet 4 of 7 ) ••• • • • ••• • ••• • •• • • • ••• • • • •• • ••• • 1YPICAL ANCHORS SEE ELEV. FOR SPACING • \ 7l e a a • a 1BY WOOD BUCKS 1YPICAL ANCHORS SEE ELEl. FOR SPACING I St TYPICAL ANCHORS SEE ELE'. FOR SPACING 4. a TYPICAL ANCHORS SEE ELEV. FOR SPACINO METAL STRUCTURE 1/8" MIN. THICKNESS 28Y WOOD BUCKS a TYPICAL ANCHORS SEE ELEV. FOR SPACING THIS PRODUCT MAY BE INSTALLED INSIDE OR OUTSIDE GLAZED TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL EDGE DISFANCF INTO CONCRETE AND MASONRY = 3" MIN. INTO W000 STRUCTURE 1 MIN. WOOD BUCKS NOT BY ARCH ALUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE ' A ' — 1/4" TAPCONS (EICO TEXTRON) (MIN. Fu-'187000 P51. MIN. Fy- 177000 PSI) INTO WOOD STRUCTURES 1 -3/4" MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO CONC. OR MASONRY 1 - 1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'— 1/4" TAPC.ONS (ELCO TEXTRON) (ION. Fuv187000 P51, MIN. Fy=177000 PSI) DIRECTLY INTO CONC. OR MASONRY 1 - 1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'— +914 SMS (Fvw57 KSI) OR 1/4" SFI F DRII I ING SCREWS (Fyo9! ICE) INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) STEEL : Fy m 36 • KSI MIN. • • • • ALUMINUM : 6083 —T5 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATES ORIPAIIITED) •• • •• Engn H STRUCTURES FARO00 CAN B 8887 • • • • • • ••1i •• SEALANTS; • • • GLAZING BEAD AT FRAME SILL SEALED TO GLASS virk6 • CORNIN% 995. FRAME CORNERS SEALED WITH DOW CORNING 999. • • • • • • •• . •• • • • • • Y •NUQ s • nffiem g g 0 Um Jim 3111 1 °I- • drawing no. 98 -42 ( sheet 5 of 7 ) ••• • • • ••• • ••• • • • • •• ••• • • • ••• • ••• • WOOD BUCK RLLER BY OPTIONAL OTHERS 1/4' MAX. GAP D.L OPG. EXTERIOR OR INTERIOR MIN. 12 -24 SMS MIN. 3 HINGES FRAME WIDTH D.L OPG AGP-154 (1046A) JAMB /HEAD MIN. 110 -24 AT 12' O.C. SEE 'ARCH ALUM' IMPACT DOOR NOA FOR DOOR RATING AND DETAILS o •v • 9 Vi a• o • •v' , 1/4` MAX. GAP 0 SEE ARCH ALUM' IMPACT DOOR NOA FOR DOOR RATING AND DETAILS • • r - - �I •• • • •"1j ire •• • • ••• •• • • • • • • ••• •• • • • • • • ••• • •• • ( eheet6 of 7 ) ••• • • • ••• • ••• • •• • •• ••• • • • • •••• • 06/20/2006 17:58 MIAMI SHORES VILLAGF 4 93059450422 Inspection Date: 06/2112006 Inspector: Devaney, Michael Owner: CHURCH, MIAMI SHORES PRESBYTERL Job Address: 602 96 Street NE Miami Shores Village, FL Project <NONE> Contractor SURE ELECTRICAL CONTRACTORS, INC Building Department Comments Tuesday, June 20, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756 -8972 Permit Type: Electrical - Commercial Inspection Type: Final Work Classification: Addition /Alteration Blocic NO.796 P004 Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone; 305 - 971 -0570 Page 1 of 2 Passed . Inspector Comments / .(A) a* �� Failed Correction Needed __ Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until 06/20/2006 17:58 MIAMI SHORES VILLAGF 4 93059450422 Inspection Date: 06/2112006 Inspector: Devaney, Michael Owner: CHURCH, MIAMI SHORES PRESBYTERL Job Address: 602 96 Street NE Miami Shores Village, FL Project <NONE> Contractor SURE ELECTRICAL CONTRACTORS, INC Building Department Comments Tuesday, June 20, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756 -8972 Permit Type: Electrical - Commercial Inspection Type: Final Work Classification: Addition /Alteration Blocic NO.796 P004 Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone; 305 - 971 -0570 Page 1 of 2 PARTIAL FINAL e Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until M Inspection Date: 04/03/2006 Inspector: Devaney, Michael Owner: CHURCH, MIAMI SHORES fQeeov r�or Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: SURE ELECTRICAL CONTRACTORS, INC Building Department Comments Friday, March 31, 2006 Inspection Worksheet Miami Shores Village 10050 N.E 2nd Avenue Miami Shores, FL Phone. 05)795-2204 Fax: (305)756 -8972 Block: Permit Type: Electrical - Commercial Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -971 -0570 Page 1 of 2 ELC -12 -05 -373 Project: <NONE> Owner: MIAMI SHORES PRESBYTERIAN CHURCH Phone: (305)754 -9541 Job Address: 602 96 Street NE Parcel: 1132060141410 Block: Lot: Miami Shores Village, FL Scheduled Insp • Partially Approved Michael Devaney 1/20/2006 PARTIAL 10TH AND 2ND FLOOR STORY STRABE BOX AND STUB ONLY. ALL AREAS WHERE DRYWALL CELING ARE INSTALLED NEED TO HAVE RACE WAY TO AN ENCLOSABLE AREA. Denied /Re- Inspection Michael Devaney 2/28/2006 01/20/2006 INSP -5959 Fire Alarm 02/27/2006 INSP -10484 Rough ROUGH FOR FIRE ALARM I STOPPED BY ON FEB 27,28 THE BUILDING WAS LOCKED UP. I LEFT A CARD ON FEB 27 AND RED TAG WITH THE TILE PERSON WHO WAS OUSIDE ON FEB 28 03/01/2006 INSP -10811 Rough Partially Approved Michael Devaney 3/1/2006 FA CEILING ROUGH HALWAY ONLY NOT WIRE IN CONDUIT 04/03/2006 INSP -5961 Final Pending Inspection Michael Devaney Not Complete PARTIAL FINAL Friday, March 31, 2006 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Type Infection Status Inspector s.... • Electrical - Commercial Date Completed Page 1 of 1 44 1 Inspection Date: 04/20/2006 Inspector: Devaney, Michael Owner: CHURCH, MIAMI SHORES nn�eov1 DI Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: SURE ELECTRICAL CONTRACTORS, INC Building Department Comments Wednesday, April 19, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Electrical - Commercial Inspection Type: Fire Alarm Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -971 -0570 Page 2 of 2 a 7 //,(_..‘ r 744,6" , Passed , l Inspector Comments / ' J �„Ze% Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 1 Inspection Date: 04/20/2006 Inspector: Devaney, Michael Owner: CHURCH, MIAMI SHORES nn�eov1 DI Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: SURE ELECTRICAL CONTRACTORS, INC Building Department Comments Wednesday, April 19, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Electrical - Commercial Inspection Type: Fire Alarm Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -971 -0570 Page 2 of 2 ROUGH FOR FIRE ALARM Passed Inspector Comments ‘7" /'`Pd g ii./ `° 2 "--2g k ‘ 7"/ ke Wei/Gd G -5 / `S 4 ,Oree4 (eft f 1 � P7 �� » / i / r c 07 eta'c/ /� �°�" 17 Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 02/27/2006 Inspector: Devaney, Michael Owner: CHURCH, MIAMI SHORES oneenvreow Job Address: 602 96 Street lN E Miami Shores Village, FL Project: <NONE> Contractor: SURE ELECTRICAL CONTRACTORS, INC Building Department Comments Friday, February 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho : (305)795 -2204 Fax: (305)756 -8972 Permit Type: Electrical - Commercial Inspection Type: Rough Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 971 -0570 Page 1 of 2 ELC -12 -05 -373 01/01/2999 INSP -5961 Final Scheduled Insp # Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Project: <NONE> Owner: MIAMI SHORES PRESBYTERIAN CHURCH Phone: (305)754 -9541 Job Address: 602 96 Street NE Parcel: 1132060141410 Miami Shores Village, FL Block: Lot: Inspection Type Inspection Status None Electrical - Commercial Inspector Date Completed Default Inspector Not Complete 01/20/2006 INSP -5959 Fire Alarm Partially Approved Michael Devaney 1/20/2006 PARTIAL 10TH AND 2ND FLOOR STORY STRABE BOX AND STUB ONLY. ALL AREAS WHERE DRYWALL CELING ARE INSTALLED NEED TO HAVE RACE WAY TO AN ENCLOSABLE AREA. 02/27/2006 INSP -10484 Rough Pending Inspection Michael Devaney Not Complete ROUGH FOR FIRE ALARM Friday, February 24, 2006 Page 1 of 1 09 : 58 M I AM I SHORES V I LLAGF -> 305 (5' e6564 Miami Shores Village Building Department BUILDING CRITIQUE SHED' Permit No. BP 04 -1410 Page 1 of 2 10/28/04 NO.230 D001 4. / 1 :3 10050 N.E2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1. Submit electrical, mechanical, plumbing permit applications. L-2 Plans do not show where wall cut- sections 1/A3 and 2 /A3 are to be used. S A ? P Provide 1 hr ceiling assembly number from an approved testing agency and show ceiling at chase area. �; , � £ - 4T Provide construction details of new CBS walls at stairwe ovide a floor plan of new bathrooms showing dimensions of walls, stalls, ect. S k 2, A° 7 A HT- Follow the procedures on the next page for submission of corrected plans for your re- submittal. • Inspection Date: 06/21/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES PRESBYTER!, Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: SA CONSULTANTS LLC Building Department Comments Passed Failed Correction Needed re- inspection fee is paid . Tuesday, June 20, 2006 Re- Inspection Fee ($75) No Additional Inspections can be scheduled until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: p °P-°•444•"46 ents .. 4 4 7'�e 07 Permit Type: Imported Permit Inspection Type: Final Building Work Classification: Addition/Alteration Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305457 -9220 S7744-4 ao" A) ACTT-ewes Shaer? 4 Closol p/1-0 6T 44-e 1• c•J ffr € A/ 1 , /cl�tJ{�A iC L ' .tesSu%ms o,� 1.■L p9•.tr/ �-X 0.4.i Ace u @,Gr� COD Page 1 of 2 11/08/2004 09:58 MIAMI SHORES VILLAGF 4 3057576564 Miami Shores Village Building Department y 10050 N.E2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Permit No. eOl—littc, Job Name 0414 kora Date t / / 7./ 2 CAL CRITIQUE SHEET / 7- /- 1 -4,Yet) - wt LA , Li Nirrhi0E1 #01_, NO.230 D003 Miami Shores Village Building Department MECHANICAL CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. PO1)-1 et /0 Job Name ff14,144 1 Date / / +J 4 Y Miami Shores Village Building Department Permit No. Page 1 1/11/05 BUILDING CRITIQUE SHEET CURTIS CRAIG 1/11/05 305- 795 -2204 10050 M.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1410 i 1) till need to submi echanic l, mbing _ pe it applications. Still need to provide 1 hr ceiling assembly number from an proved testing agency and show ceiling at chase area (chase between walls at 2" floor bathroom ceiling/roof assembly). xi, t , O c 4-' 2 /4-• 3 Inspection Date: 04/18/2006 Inspector: Devaney, Michael Owner: CHURCH, MIAMI SHORES on�eo Job Address: 602 96 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: SURE ELECTRICAL CONTRACTORS, INC Building Department Comments Monday, April 17, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 015)795 -2204 Fax: (305)756 -897 Block: Permit Type: Imported Permit Inspection Type: Work Classification: Electric cezr% jz .-‘e Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 971 -0570 Page 2 of 2 W AVVI— Passed Inspector Comments ffz c 4 j VI/Hi/ X (ACC A 6'/2 H/ efP y ,41 /7rf �'a'/ av'r�/''1 � (e// l Failed Correction Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. /�, /i 7" - -6 until Inspection Date: 04/18/2006 Inspector: Devaney, Michael Owner: CHURCH, MIAMI SHORES on�eo Job Address: 602 96 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: SURE ELECTRICAL CONTRACTORS, INC Building Department Comments Monday, April 17, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 015)795 -2204 Fax: (305)756 -897 Block: Permit Type: Imported Permit Inspection Type: Work Classification: Electric cezr% jz .-‘e Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 971 -0570 Page 2 of 2 06/20/ '. ' 17:58 Inspection Date: 06121/2006 Inspector: Devaney, Michael Owner: CHURCH, MIAMI SHORES PRESB'YfERL Job Address: 602 96 Street NE Miami Shores Village, FL 33138- Project <NONE> Contractor: SURE ELECTRICAL CONTRACTORS, INC Building Department Comments Tuesday, June 20, 2006 MIAMI SHORES VILLAGF 4 93059450422 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)7564972 Block: NO.796 0006 Permit Type: Imported Permit Inspection Type: Final Work Classification: Electric Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 971 - 0570 Page 2 of 2 Passed Inspector Comments - f 0,-- �1�� Failed Correction Needed �--- Re- Inspection Fee . ($75) No Additional Inspections can be scheduled re- inspection fee is paid , until 06/20/ '. ' 17:58 Inspection Date: 06121/2006 Inspector: Devaney, Michael Owner: CHURCH, MIAMI SHORES PRESB'YfERL Job Address: 602 96 Street NE Miami Shores Village, FL 33138- Project <NONE> Contractor: SURE ELECTRICAL CONTRACTORS, INC Building Department Comments Tuesday, June 20, 2006 MIAMI SHORES VILLAGF 4 93059450422 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)7564972 Block: NO.796 0006 Permit Type: Imported Permit Inspection Type: Final Work Classification: Electric Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 971 - 0570 Page 2 of 2 Miami Shores Village FL 33138- Miami Shores Village Department of Code Enforcement Building Inspection This certificate issued pursuant to the requirements of the International Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Imported Permit Bldg. Permit No. BP2004 -1410 Owner MIAMI SHORES PRESBYTERIAN CHURCH Contractor SA CONSULTANTS LLC Subdivision /Project CHURCH Date Issued June 27, 2006 f:a4iR t i�'211C il «41;i !k 'IL 602 96 Street NE Location Not Transferable POST IN A CONSPICUOUS PLACE Authorized Signature