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601 NE 96 St (3)May 24, 2006 Miami Shores Presbyterian Church 601 NE 96 Street Miami, F133138 Dear: Miami Shores Presbyterian Church. Page 1 of 2 Building Department Re: Mandatory 40 Year Re- Certification for Property at: 601 NE 96 Street Miami Shores, FL 33138 1 Il'lI Shores Village 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2207 Fax: (305) 756.8972 Certified Mail # 7005- 0390 - 0003 - 8147 -6757 Notice of Required Inspection /Certification is Delinquent The Village has been notified by Miami -Dade Building & Zoning Department that the above referenced property has a building or structure that is requires recertification. Miami -Dade County Chapter 8 Section 8 -11 requires all existing buildings and structures to be recertified at age forty (40) and then subsequently at ten (10) year intervals. Within ninety (90) days of receiving the Notice of Required Inspection/Certification, the owner of the building or structure subject to recertification is required to furnish to the Building Official a written report prepared by a Professional Architect or Engineer certifying that each building or structure is structurally and electrically safe, or has been made structurally and electrically safe. The Notice of Required Inspection /Certification was mailed return receipt requested and signed for on June 29, 2005 (over one - hundred - twenty days ago). If the structure is not inspected and a written report submitted to the Building Official within thirty (30) days, the Village will be forced to have the structure declared unsafe. By the provisions of Miami -Dade County Chapter 8 Section 5, you are responsible for all Unsafe Structure's enforcement costs, including appellate costs incurred by Miami Shores Village. The property will be subject to a lien for those costs if payment is not made upon request of the department. Please file the above referenced report at the Miami Shores Building Department at Village Hall accompanied with a $250.00 filing fee. You may contact me if you questions. Sincerely, udio Grande, Building O i ial 3 1 5- 795 -2204 Page 2 of 2 2 May 24, 2006 Miami Shores Presbyterian Church 601 NE 96 Street Miami, F133138 Re: Mandatory 40 Year Re- Certification for Property at: 601 NE 96 Street Miami Shores, FL 33138 Dear: Miami Shores Presbyterian Church. Page 1 of 2 Building Department 1 iami Shores Village 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2207 Fax: (305) 756.8972 Certified Mail # 7005- 0390 - 0003 - 8147 -6757 Notice of Required Inspection /Certification is Delinquent The Village has been notified by Miami -Dade Building & Zoning Department that the above referenced property has a building or structure that is requires recertification. Miami -Dade County Chapter 8 Section 8 -11 requires all existing buildings and structures to be recertified at age forty (40) and then subsequently at ten (10) year intervals. Within ninety (90) days of receiving the Notice of Required Inspection/Certification, the owner of the building or structure subject to recertification is required to furnish to the Building Official a written report prepared by a Professional Architect or Engineer certifying that each building or structure is structurally and electrically safe, or has been made structurally and electrically safe. The Notice of Required Inspection /Certification was mailed return receipt requested and signed for on June 29, 2005 (over one - hundred- bygn$ydays If the structure is not inspected and a written report submitted to tlrf Bui »ingiOyffcixll (hin thirty (30) days, the Village will be forced to have the structure deelaredAtdrAfe..• ; ; ; • By the provisions of Miami -Dade County tijaptcr 8 • ,'Section 5, ypu are responsible for all Unsafe Structure's enforcement costs, inclu4n toUs i icijried by Miami Shores Village. The property will be subject to a lien fbr those costs ifpaySnbnt is not made upon request of the department. ••• • • • • ••. • • • • • • • • • • • • • • • • • ••O 4,0 •• • • • •• •• • • 000 • Please file the above referenced report at the Miami Shores Building Department at Village Hall accompanied with a $250.00 filing fee. You may contact me if you questions. Sincerely, Cl ; udio Grande, Building Q 3 5- 795 -2204 Page 2 of 2 icial • •• ••• • • • •• •• ••• • • • • • • • • • • • • • • •• • • • • • • • • 1 •• • • • • • • • ••• • • • • • • • • •• ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • 0 • • • • • • • • •• •• • • • •• • •• ••• • • • ••• • • • 2 U.S. Postal Setvice,. CERTIFIED MAIL. 1 , (Domesko,Maif OninNoirip,orwIce coverage Provided) Fe $ 4,6 71410116 Postage Certified Fee Retum Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees Sent !fi Street, Apt. No.; or PO Box No. City, State, ZIP+4 CfEs cicp PSTorm 3800 -June 2002 any ,$Pe Reverse fdrAnstructions cernied Pi' v es: o A mailing receipt ❑ A unique identifier for your mallpiece o A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mall may ONLY be combined with First-Class Mails, or Priority Mails. o Certified Mall Is not avallable for any class of international mall. ❑ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mall. o For an additional fee, a Retum Receipt may be requested to provide proof of delivery. To obtain Retum Receipt service, please complete and attach a Retum Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece ' Retum Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPSe postmark on your Certified Mail receipt is required. ❑ For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the malipiece with the endorsement "Restricted Delivery°. ❑ If a postmark on the Certified Mall receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it When making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs. (maned) ZOWZ eunr'o095 uuoj Sd m 1= 1= m O N CE (' o me stic al urance overa.e •rovt.e r Retum Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees Sent To Postage Certified Fee Street, Apt. or PO Box No. City, State, ZI P +4 a t 1 � i . 01 E.. Wei+ J ' rce11r: Certified Bail Provides: ❑ A mailing receipt ❑ A unique Identifier for your mailpiece ❑ A signature upon delivery ❑ A record of delivery kept by the Postal Service for two years Important Reminders: ❑ Certified Mail may ONLY be combined with First -Class Mail or Priority Mail. ❑ Certified Mail is not available for any class of international mail.. ❑ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail.. - = - • ❑ For an additional fee, a Retum Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please dom"p)ete and attach a Return Receipt (PS Form 3811) to the article and add applicc postage to cover the fee. Endorse mailpiece "Return Receipt Requested ". To receive a fee waiver for a duplicate retum receipt, a USPS postmark onjrourCertified Mail receipt is required. ❑ For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". ❑ If a postmark on the Certified Mall receipt is desired, please present the arti- cle at the post office for postmarkiI! . if a postmark on the Certified Mall receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. 102595 -01 -M -1047 4S EOM 3800, January 2001 (Reverse) MIAMI SHORES VILLAGE, FLA. N? 6286 JOB ADDRESS Kr/ 6r) -R=' 7 INSPECTION Ca TIME READY fi REMARKS • INSPECTOR__ DATE MIAMI SHORES VILLAGE, FLA. N9 6272 JOB !� ADDRESS INSPECTION (^ TIME READY "s REMARKS • f r INSPECTOR DATE MIAMI SHORES VILLAGE, FLA. N? 6236 JOB ?M ,� SC 1. T E 0 1 c ADDRESS �7 � � t INSPECTION FO 0 � / /V &- TIME READY 3 REMARKS : a� C. INSPECTOR DATE Permit Type (circle): Miami Shores Village - Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING JUN 2 9 Permit No. ?RS -� 5 PERMIT APPLICATION Master Permit No. FBC 2001 Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) I' I i Q I"1 5hcnij pyLo3phone # Owner's Address 0 / ,4J (: S 1 City 4-04 / S #C . State Zip Tenant/Lessee Name Phone # 60/ N5 si- Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair /Replace ❑ Demolition Describe Work l �7 x - C gTIC110NJ . Submittal Fee $ Permit Fee $ Total Fee Now Due $ (Continued on opposite side) * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF S CO /CC Zip Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ jUN 3 0 2005 r Bonding Company's Name (if applicable) Bonding Company's Address ' aolINS City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contrac The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **************************** * * * * * * * * * * * * * * * *, * * * * * * * * * * * * ** * * * * ** ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: 7 ®P. Plans Examiner Engineer Zoning • chc 05/13/03 , 20 , by day of , 20 , by AFFIDAVIT OF RECERTIFICATION 6/14/06 COLTRAIN & JONES, ARCHITECTS, P.A. Re. Structural and electrical 40 year recertification Miami Shores Presbyterian Church 601 NE 96 th street Miami Shores Village, Fl 33138 -2741 Dear Building Official Tel (305) 285 -6723 Fax (305) 285 -6722 I, Mark Coltrain hereby certify that to the best of my knowledge and professional judgement the structure and components of the structural are in good condition and safe for the intended use and occupancy. I also attest that to the best of my knowledge, and professional judgement the electrical system is in good condition and is safe for the intended use. Inspections for recertification required by the building officials, have been completed according to code and submitted with this letter. This document is prepared in accordance with Florida building code and submitted to Miami - Dade County Building Offical at the time of recertification of above referenced project. Sincerely; a Coltrain Architect AR 13380 Signature of Notary yublic Notary Public State of Florida Date ;, Enrique Chau My Commission 00500342 (r) gregO Expires 01118/2010 `Perso known to me B Y: • • • • 0 ; • • • . • OOOOO • •••. • .. .• .• • • • •. • • • •• C • • • • • • ••. • • • • • • • • • • •. • • ••• • • • •• • 535 SW 8 street Suite )0, jvliarai,4'ieride.3313O . • j Mt JUL 2 4 2006 a. Name of Title: � ��f�N �NC�/Z_C (i4/�+!/ � /�92Ir�j /LlzS b. c. Street Address: ' " T 4. --- Mr :1 L 4/07/ Legal Description: d. Owners Name: ... /5 V /IoYL el-SMZ. PA. ur G�N 0 e. „e4,0 Owner's Mailing Address: -5 / 4 f. Folio Number of Building: _. r , g. , Building Occupancy Code Classification:pou[1 . 3 h. Present Use: GM V ac . 4"" i. General Description, Type of Construction, Size, Number of Stories, and Special Features Additional Comment: CA3NC,(261 19 AND plmitdi 04 MIAMI - DADE INSPECTION COMMENCED DATE: / MIAMI -DADE COUNTY, FLORIDA MINIMUM INSPECTION PROCEDURAL GUIDELINES FOR BUILDING'S STRUCTURAL RECERTIFICATION INSPECTION COM /ED DATE (/T DESCRIPTION. OF STRUCTU INSPECTION4 j �, /J PRINT NAM/ �fl /( �(G %� 4 /4I TITLE ADDRESS: SIG NATUR sw ;1 0. fra I "AM/ .33/30 • • •• • • . • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •.. • • • BUILDING DEPARTMENT •• 6•• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • ••• • • l!J4) ■ AA) / 4 111t. O:F STl�U,CT�UF�'E ON G• Zr • A v�cr� U cbO eau prO,v L/ MINIMBU S S R U M DING P GUIDELINES FOR .... .__._ ...._... __. . R CT RECERTIFICATION r�If SC` f l . P.' � i, t . ¢ } , �tr t s�,rn afi " P� Pi) a. Name of Title: //4/i7 f b. Street Address J /0// c. Legal Description: d. Owner's Name r Owner's Mailing Address: r Building Official Folio Number: . Building Code Occupancy Classification: E V F1 Present Use: (-toed General Description, Type of Construction, Size, Number of Stories, and Special Features N o Y I • Additions to original structure: 2: PRESENT CONDITIb a. General alignment (not good, fair, poor, explain if significant 1. Bulging 2. Settlement 3. Defections _ 4. Expansion y0 &4 r 5. Contraction 0 b_ Portion showing distress (Note, beams, columns, structural walls, floors, roofs, other) LC A/A) A/ • ON c. Surface conditions — describe general conditions of finishes, noting cracking, spalling, lee lee ni' gg, signs of moisture penetration & stains. 000 ,N d. Clacks — note to ation in significant members. Identify crack size as HAIRLINE if barely dissemble; FINE if Tess than 1 mm in width: MEDIUM if betwee. 1 and 2 mm in width; WIDE if over 2 mm. // Mi t e. General extent -.f deterioratio — cracking or spalling of concrete or mason metals; rot or borer attack in wood. g p g masonry; oxidation of Dr. A__L J G �. Previous patching or repairs g. Nature of present loading indicate residenti thefestin 3. :I N'S'P E,C.T(O,NSi • • • • • • • • • • • • •• o •• ••• • • • • • • . • • • • • • O • • • • ••• • •... .•• • • • • • • • 1109 • • • • • • • • • • • • • • • • • • • • • 000 • • • • 4100 • • • • • • • • • • • • • ••• o • • • • • • • • • • • • • ••• • • • ••• • • , z n rtA a Date of notice of required inspection /7,4'' 2'i - Z - b. Date(s) of actual inspection c. Name and qualification of individual submitting inspection report: /y7A/ CO pM,A) /4/2c///7 d. Description of any laboratory or other formal testing, if required, rather than manual or visual procedures AdvAii "� o ® 5,c,2-?0,t) tio t' � 1 e. Structu . - • ..r note appropriate to li y �/ri�''��./ C�r4 J R)/ ' 1. None - reguIred - - . 4. SUPPORTING DATA �� sheet written data 5. MA §PNRY BEARING WALL Indicate;goad :fai poor an app1*11Nate ,lines: ra. Concrete masonry units l' b. Clay tile or terra cota units c. Reinforced concrete7columns CrooD J. Reinforced concrete earn q.o f) e. Lintel OQP fr. Other type bond beams exterior c�J3. COMA /7704/ `— 1. Stucc a G, /1 2. Veneer s ~/ 1-1,97/D �h O 6(1r g. Masonry finishes - ex 3. Paint only 4. Other(describe) (h. Masonry finishes - interior 1. Vapor barrier 2. Purring and plaster 3. Paneling 4. Paint only 5. Other (describe) . Cracks: NO/Vh. cri•e and indicate acceptance � ooD 1. Location - note beams, columns, other 2. Description V. Spalling: 1. Location - note beams, columns, of er 2. Description k. Rebar corrosion -check appropriate line: —.. ..„....orrNone visible 2. Minor - patching will suffice 3. Significant -but patching will suffice photographs drawings or sketches: •• ••. • • • • • •• • • • • • • •• • ••• • •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • .0• • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • o • • • • • • • • ••• • • • • ••• • • a. Full description of structural system cnAjcizgir Cr 4 f3nA.Ar!'1 r (� W S r /of LII6J . b. Crackin. . Not sigma 2.i.oca ion and description of members affected andnpk' askipg,•, : _• •• • • • ��• c. General condition ) 4a..„ / 3v /Lp /4UG� .c5Axon's • i ` • v� C a00 Co Ai (1l%/I✓U • co r CL �i: 4 Au1� d. Rebar corrosion - check appropriate line: map - 6 Aca.. _ _ 6. FLQDR,AN_D,, ROO,F. ,EM a. Roof: 1. Describe (flat, slope, type roofing, type roof deck, condition. '3 4vf % lt3 17, — c,LALf -ri ut� pew- c. Concrete or other fireproofing - note any cracking or spalling, and note where any covering was removed for inspection 2. Note water tanks, c air conditioning equipment, signs, other heavy equipment and condition of support: ,47j5 t) .{ u JO _ , cr l) CNPi% V 3. Note types of drains and scupper and conditionooling towers, air condition: 4 o T�t.6 1 'POLOLJ arai b. Floor systems(s) 1. Describe (type of system framing, material, spans, condition) CawCAA�f" p _ ` i. -- 'TR U) 5 14Gc ini C iD 0 P177o rJ c. Inspection - note exposed areas available for inspection, and where it was found necessary to open ceilings, etc. for inspection of typical framing members. I. Exposed Steel - describe condition of paint & degree of corrosion: 14 1( S T X6 -4 oi ' i ,l)S /a on iipfp84 /5 1.,) c,OOp r'o 'Jl 1 / . c. Concrete or other fireproofing - note any cracking or spalling, and note where any covering was removed for inspection d.Elevator sheave beams & connections, and machine floor beams - note condition: NO . 1 . , / 1 1 / A TO/i . 4. Significant- structural repairs required POAJg I. Samples chipped out for examination in spall areas: N es - describe color texture, aggregate, general quality 7. STEEL FRAMING'.. =SYSTrEM. a. Description i •ej, ft Why 8. CO'N.CR 7 f i - COPE R-,LTj • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• • • l utc 1. Non visible - v 2. Location and description of members affected and type cracking 3. Significant but patching will suffice 4. Significant - structural repairs required (describe) e. Samples chipped out in spell areas: 1. No. 2. Yes, describe color, texture, aggregate. general quality: a. Type — fully describe if mill constructton, light construction major spans, trusses; ,(p (,4 lb. Note metal fitting i.e., angles, plates, bolts, split pintles, pintles, other, and note condition: OA c. Joints — note if well fitted and still closed: 14 0 1 111S1 &La. Id. Drainage — note accumulations of moisture: 14ONa Vi SC 11 Ventilation —note any concealed spaes not ventilated: pe)N4 (!K f 0�/t. fr. Note any concealed spaces opened for inspection: a j G /s4 ,%(5 9. .WINDO,WS a. Type (Wood, stee aluminum jalousie, single hung, double hung, casemen fixed, other) b. Anchorage — type & condition of fasteners and latches: . ittSail ly 60 c . Sealant — type of condition of perimeter sealant & at mullions: t e'+ j ,<: d. Interiors seals — type & condition at operable vents: 47/7<- e. General condition X71 O 6 R 4 rw i 4L Cp/V p DTI0/l7 10 WQ;OD,FRf .MINA • . • . • • . • • • • 000 • • • • • . • • • • ••• • • • • • • • • • •• ... .. • • • .• • • • .. • • ••• • . .•• • • • • • • • • • • • • • • • • • • • • • .• • 000 • • • • 00* • • • 0 • • • • • • • • • *00 • • • • • • • • • • • 0 000 • ' . • • • • • . . • • • pivoted, 01 lo'0 4 Enrique L Fernandez P.E. July 19, 2006 Miami- Shores Building and Zoning Department (40 -year certification compliance letter) Reference: Miami Shores Presbeterian Church 601 N.E. 96 Street To whom it may concem: Dear Sirs I have inspected the building of refererence on June the 14 2006 to inspect the Electrical service and panels all recent work done complies with the F.B.C. and N.E.C. 2005 requirements. In order to avoid possible misunderstanding, this certification does not directly or indirectly guarantees that the repairs and installations are free from mal functions or faults This Certification is based on the present conditions and on visual inspections Enrique L. Fernandez Professional Engineer - 139 N.E. 1 Street Suite 606 Miami, Florida. 33132 • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • { MINIMUM INSPECTION PROCEEDURAL GUIDELINES FOR BUILDING'S ELECTRICAL RECERTIFICATION '` all INSPECTION COMMENCED DATE :6 -14 -06 INSPECTION COMPLETED DATE: 6 -14-06 INSPECTION MADE SIGNATURE: PRINT NAME: Enrique Fernandez P.E. TITLE: Electrical Engineer ADDRESS: 139 N.E. 1 -et, Ste 606 Miami, Florida 33132 a. Name of Title:Miami Shores Presbeterian Church b. Street Address:601 N.E. 96 Street c. Legal Description: d. Owner's Name:Miami Shores Presbetirian Church e. Owner's Mailing Address:601 N.E. 96 Street f. Folio Number of Building:11- 3206 -017 g. Building Code Occupancy Classification:Church, Class room h. Present Use:Church, Class room i. General Description, Type of Construction, Size, Number of Stories, and Special Features 3 buiildings- 2 story concrete post and beam structure Additional Comment: .. ... • • • • • .. • • • • • . • • • .. . .. . . • • • .. • • • ••• • • • • • . • • • • • • • • 0 •.. • • • • .. • . 0 • • • • • • ... 0 0 • • .. • • • • . • • • • • • 0 0 ... • • • • . • . • • • • • • • .. .. • • • .. .. 0 .. • . • 0 .. • • GUIDELINES AND INFORMATION FOR RECERTIFICATION OF ELECTRICAL SYSTEMS OF FORTY (401 YEAR STRUCTURES 1. ELECTRIC SERVICE 1. Size: 4000 Amperage ( ®) Fuses ( ®) Breakers (❑ ) 2. Phase: Three Phase ( ®) Single Phase (❑ ) 3. Condition: Good ( ®) Fair ( ) Needs Repair ( ) 4. Comments: 2. METER AND ELECTRIC ROOM 1. Clearances: Good (®) Fair (❑ ) Requires Correction (❑ ) 2. Comments: 3. GUTTERS 1. Location: Good (® ) Requires Repair (0 ) 2. Taps and Fill: 3. Comments: Good ( ) Requires Repair (❑ ) 4. ELECTRICAL PANELS 1. Panel # (1 thru 16 ) Location:inside building Good ( ®) Requires Repair 2. Panel # ( ) Location: Good (0 ) Requires Repair 3. Panel # ( ) Location: Good (❑) Requires Repair 4. Panel # ( ) Location: Good (0 ) Requires Repair 5. Panel # ( ) Location: Good (❑) Requires Repair 6. Comments: All panels are old but in good condition and well maintained 5. BRANCH CIRCUITS 1. Identified: Ye.% (. / */ ) Iyfus 12e i4kntified (❑ ) 2. Conductors: Good (❑ Deteriorated ([1) : >;✓1lst b>v eplace (❑ ) 3. Comments: •• . .. . • • • •. • • • • • • • • •••• • • .•• • • • • ••• • • • • • • • ••• • • • •.• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• 0 • • • • • • • • • • • • • .• •. • • • .• .. 100 • • • 000 • • 6. GROUNDING OF SERVICE Condition: Good (/1 ) Comments: 7. GROUNDING OF EQUIPMENT Condition: Good (® ) Comments: 8. SERVICE CONDUITS/RACEWAYS Condition: Good (® Comments: 9. SERVICE CONDUTORS AND CABLES Condition: Good (® Comments: 10. TYPES OF WIRING METHOD Condition: Good (® ) Conduit Raceway: Good (® ) Conduit PVC: Good ( ❑ ) NM Cable: Good (❑ ) BX Cable: Good ( ❑ ) 11. FEEDER CONDUCTORS Condition: Comments: 12. EMERGENCY LIGHTING Condition: Comments: Good (® 13. BUILDING EGRESS ILLUMINATION Condition: Good (/ /) Repairs Required (❑ ) Comments: 15. SMOKE DETECTORS Condition: Comments: Good (® 14. FIRE ALARM SYSTEM Condition: Good (® ) Comments: New Fire alarm panel • • • .. Good (® ) • • • • . • .... Repairs Required (❑ ) Repairs Required (❑ ) Repairs Required (❑ ) Repairs Required (❑ ) Repairs Required (❑ ) Repairs Required (❑ ) Repairs Required (❑ ) Repairs Required (❑ ) Repairs Required (❑ ) Repairs Required (❑ ) Repairs Required (❑ ) Repairs Required (❑ ) .... • • • • .. • • • • ... .. • .... Repairs Required (❑ ) . . • • ... ... ... • .. • . . • ••0 • • • • ... • • • • • • ... •. .. • • ... • • • • • • .. • • • • .. • • • . .. . 0 • . • .. • .. • • . • • .... • 16. EXIT LIGHTS Condition: Comments: Good (0: ) Repairs Required (❑ ) 17. EMERGENCY GENERATOR Condition: Good (❑) Repairs Required (❑ ) Comments:N /A 18. WIRING IN OPEN OR UNDER COVER PARKING GARAGE AREAS Condition: Good (/ /) Repairs Required (❑ ) Comments: 19. OPEN OR UNDERCOVER PARKING SURFACE AND SECURITY LIGHTING Condition: Comments: 22. GENERAL ADDITIONAL COMMENTS Good (®) Illumination Required (❑ ) 20. SWIMMING POOL WIRING Condition: Good (❑) Repairs Required (❑ ) Comments:N /A 21. WIRING OF MECHANICAL EQUIPMENT Condition: Good (®) Repairs Required ( Comments: Enrique Fernandez P.E. July 19, 2006 To: City of Miami- Shores Building Department Re: Lighting Levels for Parking Areas Building address: 16990 SW 96CT Street, Miami, Florida Folio number. 30- 5033-005 -160 Reference: Commercial Building Dear Building official: We have measured the lighting levels in the parking area of the above mentioned site. They were found to be of deficient levels and within required parameters. The levels measured .3 maximum at the farthest point and .85 near source. The illumination of the parking lot does not meet the requirements of the Miami -Dade Building County Building code ordinance 96-171 and the Florida Building Code. As a routine matter, in order to avoid possible misunderstanding, nothing in this report should be construed directly or indirectly as a guarantee for any portion of the lighting system. To the best of my knowledge and ability, this report represents an accurate measurement of the present condition of the parking area. To the best of our knowledge, belief and professional judgment, based on our visual inspection conducted on 6-14 -2006 the above referenced building has not met current building code requirements for parking area lighting. Sincer ENRIQUE FERNANDEZ Professional Engineer P.E. # 21218 139 N.E. 1 Street suite 608 Miami, Florida. 33132 (305)408 -9800 • ••• • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • •• • • AFFIDAVIT OF RECERTIFICATION 6/14/06 Re. Structural and electrical 40 year recertification Miami Shores Presbyterian Church 601 NE 96 th street Miami Shores Village, Fl 33138 -2741 Dear Building Official I, Mark Coltrain hereby certify that to the best of my knowledge and professional judgement the structure and components of the structural are in good condition and safe for the intended use and occupancy. I also attest that to the best of my knowledge, and professional judgement the electrical system is in good condition and is safe for the intended use. Inspections for recertification required by the building officials, have been completed according to code and submitted with this letter. This document is prepared in accordance with Florida building code and submitted to Miami - Dade County Building Offical at the time of recertification of above referenced project. Sinc k Coltrain Architect AR 13380 Signature of Notary Public COLTRAIN & JONES, ARCHITECTS, P.A. to ; A `' Nota y e ublic State of Florida 9C ey "a& I My Concession Do500342 0. Expires Personally knows, tu �� () O1/1&'2010 l • • 000 • • • • • • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • IIECICEV la JUL 2 4 2006 1bl • • • • • • •• • • • • • •• .• • • ••• • • • • ••• • • 535 SW 8 street Suite 100; Mtami,3lbrQla $31 0 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Tel (305) 285 -6723 Fax (305) 285 -6722 MIAMI - DARE MINIMUM INSPECTION PROCEDURAL GUIDELINES FOR. BUILDING'S STRUCTURAL RECERTIFICATION INSPECTION COMME4.CED DATE: 6 INSPECTION COM�E� DATE G DESCRIPTION.: MIAMI - DADE COUNTY, FLORIDA • F STRU INSPECTION • �,� SIGNATUR'. // PRINT NAM ", rfi C � . 4/ TITLE ADDRESS: "Am/ 3/3o •• •.• • • • • • •• • • • • • • • •• ••• •• • • • •• • • ••• • • • • • • • • • • ••• • • • • • • • • •• • • • ••• • • • • • • • • • • • • • •• •• ••• • • BUILDING DEPARTMENT • • • • • • • • • • • • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ; ; a. Name of Title: ,l/ A52,26 � t ` � /14 / /'L //g/l� G� N c7%J�C b. Street Address: p 1,.." -Sr ��O �j/ . �/�/ c. Legal Description: • l d. Owners Name: -.S/11/04, S/q 6A , e. Owner's Mailing Address: ,R,./ ii / /Z �. Folio Number of Building: _. r , AAP g. Building Code Occupancy Classification: 3 h. Present Use: CM C.N v2ct+, i. General Description, Type of Construction, Size, Number of Stories, and Special Features Additional Comment: N�+, �- 190Sr AND poM1 C/ ST AND o v L vJ *EE /2u ,z, ac T � �� d5Tr -- 13( ILIA /r 4S — i MIAMI - DARE MINIMUM INSPECTION PROCEDURAL GUIDELINES FOR. BUILDING'S STRUCTURAL RECERTIFICATION INSPECTION COMME4.CED DATE: 6 INSPECTION COM�E� DATE G DESCRIPTION.: MIAMI - DADE COUNTY, FLORIDA • F STRU INSPECTION • �,� SIGNATUR'. // PRINT NAM ", rfi C � . 4/ TITLE ADDRESS: "Am/ 3/3o •• •.• • • • • • •• • • • • • • • •• ••• •• • • • •• • • ••• • • • • • • • • • • ••• • • • • • • • • •• • • • ••• • • • • • • • • • • • • • •• •• ••• • • BUILDING DEPARTMENT • • • • • • • • • • • • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • k'ZZIMSFRAmmir_ t.. d. Owner's Name • &AVM a Ilr.TA e. Owner's Mailing Address: 241 .r • ' ARKS PL. _ di : , • ' LW : • .• • ch eCH . MINIMUM INSPECTION PROCEDURAL GUIDELINES FOR BUILDING'S STRUCTURAL RECERTIFICATION 7 - 1 ,;241 ‘4.„:-F4rmitr.::i • , ?r* , a. Name of Title: 1//g2/ b. Street Address . c. Legal Description: If. Building Official Folio Numbeir/: Ag,/ 4 " 416 p h. Present Use: Building Code Occupancy Classification: 0 General Description, Type of Construction, Size, Number of Stories, and Special Features (.) I- • A) coNe. opa43 Additions to original structure: 2. P 0.E4 ,E:SttbN. ••• . General alignment (not good, fair, poor, explain if significant 1 Bulging cbp Coiv A) Pr70 2. Settlement 3. Defections 4. Exparjsion__N__Q r 5. Contraction 0 tF. Portion showing distress (Note, beams, columns, structural walls, floors, roofs, other) • e' L ON c. Surface conditions — describe general conditions of finishes, noting cracking, spelling, eeling, signs of moisture penetration & stains. COO /A/ Isr LI' - 1. e. General extent f deterioratio — cr cking or spelling of concrete or masonry; oxidation of metals; rot or borer attack in wood. . C acks — note lo ation in significant members. Identify crack size as HAIRLINE if barely dissemble; FINE if less than 1 mm in width: MEDIUM if betwee. 1 and 2 mm in width; WIDE if over 2 mm. A/Oft • J. 1 4 4,1 if. Previous p S g. Nature of present loading indicate residenti tfjeleltirDainnaggitude. • .. • • • 3. , IN:PROONS • • • • • • • • • • • • • 4 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • 1•• • • • • • • • • • • • • • • Oil •• • • • •• 0• ••• • • 0 ••• • • a Date of notice of required inspection n, ✓ 2 4 7' - Zc� b. Date(s) of actual inspection c. Name and qualification of individual su ins tio report: /J7.4/ Co 6T/24/11) /7/2c /74/JEC7 d. Description of any laboratory or other formal testing, if required, rather than manual or visual procedures O L Z ' e Of 1 . U, / C.- i u e. Structur ..' note a , All y 'l+ + - ' • ' u.[ ppropriate line: 1 None - rtgntrecf - -- - > 2. �quneoTQescnbe and indicate acceptance) 4. SUPPORTING DATA a sheet written data I : a N Ir . photographs — drawings or sketches: 5. MAS ONRY.BEARI NG WA [a. Concrete masonry units !'opfiate aines: b. Clay tile or terra cota units c. Reinforced concrete i .columns cD d. Reinforced concreteeams f) Ov e. Lintel OC /7 b. Other type bond beams _ g. Masonry finishes - exterior Np //7OA) - 1. Stucco 2. Veneer r 3. Paint only 4. Other(describe) f Masonry finishes - interior 1. Vapor barrier 2. Purring and plaster iav11 Fr419at g -fair,,poor o 3. Paneling 4. Paint only 5. Other (describe) [Cracks: N4Ofz 1. Location - note beams, columns, other 2. Description Spalling: 1. Location - note bea ol umns, other 7/07 4e �NS y7D�j 2. Description k. Rebar corrosion -check appropriate line: _1,...,0.17 visible 2. Minor - patching will suffice r 3. Significant -but patching will suffice C (MCA /A/ 1.107/7A/) eekei4r7 Ivo ity • •• • •• • • • • • •• • • • • • • • • • • • • • • • • .. • • • • ••. • • • • • • • • • • • • • •• • • • ••• • • • . • • • • • • • • • • • . • • • • • • • • .•. • • • • • • • • • •. •• • • • •• • . ••. • • • 0 .. • • I. bampies chipped out tor examination in spall areas: N� TYes - describe color texture, aggregate, general quality 6. FLORA ND,ROOFSY a. Roof: 1. Describe (flat, slope, type roofing, type roof deck, condition. 5' VA Yz, 10 a — -r t' ' /26 c -- - NI --- ----- 2. Note water tanks, c� to�oce air conditioning equipment, signs, other heavy equipment and condition of support: Ale nik,pJ fJ7d _ t )1) C NPi% 1 l, 3. Note types of drains and scupper and conditionooling towers, air condition: 0 Tr'1MA 4 p S fo ils b. Floor systems(s) 1. Describe (type of system framing, material, spans, condition) G ii 1CL : S / i /. - - ZR UI 5 AC _ Alt. /Ai • _ .y .1 0� • pU et) c. Inspection — note exposed areas available for inspection, and where it was found necessary to open ceilings, etc. for inspection of typical framing members. P. Exposed Steel - describe condition of paint & degree of corrosion: f,.7 /5 f", eyoon rC3AJDII 'K • Ic. Concrete or other fireproofing — note any cracking or spalling, and note where any covering as removed for inspection Not signtft r d.Elevator sheave beams & connections, and machine floor beams — note condition: /Utz 1%(1A t • Ia. Full description of structural system awcA.. 4 13 f,.7 rocr (z 5 r /( -17d)) Ib. Crackinj Not signtft r '2. coca ion and description of members affected and type cracking .... . • • • • • • • • • c. General condition �(,(_ U (, /4) "f ! • N •••w r A) 0 Gone F(j/rU Wfitc- • gnu • aiwj d. Rebar corrosion - check appropriate line: " 4. Significant- structural repairs required /UON / . JIGC:L r • 1 ® , to - L? 3 .1oi' T EiO/rC..S >Lj egf<U t a. Description ( L71-l- t t21t ` . V lJ IVV, ;G hG :1r;KP1 M 11V..(a? • • • • • • • • • • • • • • • •• • • ••• • • ••• • • • • • • ••• • • • • ••• • • • • • • • • • • • 0•• • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • •• • a. Type — fully describe if mill constructton, light construction major spans, trusses; MO L4 Ib. Note metal fitting i.e., angles, plates, bolts, split pintles, pintles, other, and note condition: GA c. Joints — note if well fitted and still closed: NONg- WS( gjLa- Id. Drainage — note accumulations of moisture: Kiewa Vie..0 50 Fe Ventilation —note any concealed spaes not ventilated: IJONO. UK f 0C/t.. 'f. Note any concealed spaces opened for inspection: apc /$./4 Accicss v 2. Location and description of members affected and type cracking 3. Significant but patching will suffice 4. Significant - structural repairs required (describe) e. Samples chipped out in spall areas: 1. No. l...---- 2. Yes, describe color, texture, aggregate. general quality: r a. Type (Wood, stee jalousie, single hung, double hung, casemen wniny pivoted, fixed, other) b. Anchorage — type & condition of fasteners and latches: SCl2t%�c .2 /,J Q do f) Cc c. Sealant — type of condition of perimeter sealant & at mullions: � d. Interiors seals — type & condition at operable vents: Q� e. General condition: ,p (L 9 0 OA Tfoi 2, Lon, p cri oN in.. wnnn eeita skim..` / 1 Non visible 9. .WI N D:OW • • • ••• • • • • • • • • • • • • • ••41 • • • • • • • • • • • • • • • • • • • • • • • • • • •• ••• • • • • • •• • • • • • • • • • •• • ••• •• • • • •• • • • • • 414110 • • • • • • • • • • • ••• • • • • • • • • • • • - • • • - • • • • • • • • • • • 04,0 • • Enrique Fernandez F.F. July 19, 2006 To: City of Miami-Shores Building Department Re: Lighting Levels for Parking Areas Building address: 16990 SW 96CT Street, Miami, Florida Folio number. 30- 5033 -005 -160 Reference: Commercial Building 139 N.E. 1 Street suite 606 Miami, Florida. 33132 (305)408 -9800 Dear Building official: We have measured the lighting levels in the parking area of the above mentioned site. They were found to be of deficient levels and within required parameters. The levels measured .3 maximum at the farthest point and .85 near source. The illumination of the parking lot does not meet the requirements of the Miami -Dade Building County Building code ordinance 96 -171 and the Florida Building Code. As a routine matter, in order to avoid possible misunderstanding, nothing in this report should be construed directly or indirectly as a guarantee for any portion of the lighting system. To the best of my knowledge and ability, this report represents an accurate measurement of the present condition of the parking area. To the best of our knowledge, belief and professional judgment, based on our visual inspection conducted on 6-14 -2006 the above referenced building has not met current building code requirements for parking area lighting. Sincer ENRIQUE FERNANDEZ Professional Engineer P.E. # 21218 • •' o •. • • • • • • • • •0 ...... ••.. • • • • • • • • • • • • •• ••• •• �• • • ••• • • • • • • • • • • • • • • • • • • • • • ' • • • •• • • • • • •' • • • • • •• • • • • • •• • • • • • • • • • • ••• • • • • ••• • • • 0•0 • • • • • •••• • • • • • • • • ••• • • • •• •• • • ••• • • Enrique L Fernandez P.E, July 19, 2006 Miami -Shores Building and Zoning Department (40 -year certification compliance letter) Reference: Miami Shores Presbeterian Church 601 N.E. 96 Street To whom it may concern: Dear Sirs I have inspected the building of refererence on June the service and panels all recent work done complies with the F.B.C. and In order to avoid possible misunderstanding, this certification does n that the repairs and installations are free from mal functions or faults This Certification is based on the present conditions and on visual inspections Since Enrique Ferna L- ndez Professional engineer 139 W.E. 1 Street Suite 606 Miami, Florida. 33132 •• •sS o s • • • o •• • • • • o o o • • • • • • •• ••• •• •• • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• • ••• • • • ••• • • •• • • • • • • • • • • • • • •• •o ••• • • o • o • ••• o • o • • 14 2006 to inspect the Electrical N.E.C. 2005 requirements. of directly or indirectly guarantees ••• • • • • • • • • • • • • • •• •• ••• • • MINIMUM INSPECTION PROCEEDURAL GUIDELINES FOR BUILDING'S ELECTRICAL RECERTIFICATION E . sL �, vir INSPECTION COMMENCED DATE :6 -14-06 INSPECTION COMPLETED DATE: 6 -14 -06 INSPECTION MAD SIGNATURE: PRINT NAME: Enrique Fernandez P TITLE: Electrical Engineer ADDRESS: 139 N.E. Street, Ste 606 Miami, Florida 33132 a. b. c. d. e. f. g. h. Name of Title:Miami Shores Presbeterian Church Street Address:601 N.E. 96 Street Legal Description: Owner's Name:Miami Shores Presbetirian Church Owner's Mailing Address:601 N.E. 96 Street Folio Number of Building:11- 3206 -017 Building Code Occupancy Classification:Church, Class room Present Use:Church, Class room General Description, Type of Construction, Size, Number of Stories, and Special Features 3 buiildings- 2 story concrete post and beam structure Additional Comment: • • • • • •••• ••1 • • • • •• ••• •• • • • •• • • • 0 • • • • ••• • • • • • • • • • ° . • • • • • • • ..• •.• • • • • • • • • • • • • ••• • • • •••. • • ••• • • • • • •..••• • • • • .•.. • • • •• •• • • ••• • • GUIDELINES AND INFORMATION FOR RECERTIFICATION OF ELECTRICAL SYSTEMS OF FORTY E .ii l YEAR STRUCTURES 1. ELECTRIC SERVICE 1. Size: 4000 Amperage ( ®) Fuses (►1) Breakers (❑ ) 2. Phase: Three Phase ( ) Single Phase (❑ ) 3. Condition: Good ( ®) Fair ( ) Needs Repair ( ) 4. Comments: 2. Taps and Fill: 3. Comments: 2. METER AND ELECTRIC ROOM 1. Clearances: Good (®) Fair (❑) Requires Correction (❑ ) 2. Comments: 3. GUTTERS 1. Location: Good (® ) Requires Repair (0 ) Good (® ) Requires Repair (❑ ) 4. ELECTRICAL PANELS 1. Panel # (1 thru 16 ) Location:inside building Good (®) Requires Repair 2. Panel # ( ) Location: Good (0 ) Requires Repair 3. Panel # ( ) Location: Good (❑) Requires Repair 4. Panel # ( ) Location: Good (0 ) Requires Repair 5. Panel # ( ) Location: Good (❑) Requires Repair 6. Comments: All panels are old but in good condition and well maintained 5. BRANCH CIRCUITS 1. Identified: Yes (11 ) Must be identified (❑ ) 2. Conductors: Good (❑ Deteriorated (❑) Must be replace (❑ ) 3. Comments: :•• ••% . • .•. • . .• •. •; ; • '• ' • O 9 . •• ••• •• • • • ••• • . • • • ••. • • • • • • • :l: • • • • • • • • • • • .. • .. • • .• • • • ... • • • • ••• • • • •.. • J • • • • • • • .•. • • • • •• .• 6. GROUNDING OF SERVICE Condition: Good ( Comments: 7. GROUNDING OF EQUIPMENT Condition: Good (® ) Comments: 8. SERVICE CONDUITS/RACEWAYS Condition: Good (® ) Comments: 9. SERVICE CONDUTORS AND CABLES Condition: Good (® ) Comments: 10. TYPES OF WIRING METHOD 11. FEEDER CONDUCTORS Condition: Comments: Condition: Good ( ) Conduit Raceway: Good (® ) Conduit PVC: Good ( ❑ ) NM Cable: Good ( ) BX Cable: Good (❑ ) Good (® ) 12. EMERGENCY LIGHTING Condition: Good (® ) Comments: 13. BUILDING EGRESS ILLUMINATION Condition: Good (® Comments: 14. FIRE ALARM SYSTEM Condition: Good (® ) Comments: New Fire alarm panel ) Repairs Required (❑ ) Repairs Required (❑ ) Repairs Required (❑ ) Repairs Required (❑ ) Repairs Required (❑ ) Repairs Required (❑ ) Repairs Required (❑ ) Repairs Required (❑ ) Repairs Required (❑ ) Repairs Required (❑ ) Repairs Required (❑ ) Repairs Required (❑ ) Repairs Required (❑ ) 15. SMOKE DETECTORS . " • • • • • • • • Condition: Good p ) • : Re<pas > • A u „ • � red (❑ ) • Comments: / 1 • • • • • • • - • • • • ••• • • • •• • • • •• • • • • • • • - • • o • • • • • • . • • • • • • • • • • • • • ° • ••• • ••• • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • •• • • • 0 • • • • • • • • •• • • ••• • • 16. EXIT LIGHTS Condition: Comments: Good ( ) Repairs Required (❑ ) 17. EMERGENCY GENERATOR Condition: Good (❑) Repairs Required (❑ ) Comments:N /A 18. WIRING IN OPEN OR UNDER COVER PARKING GARAGE AREAS Condition: Good (/ Repairs Required (❑ ) Comments: 19. OPEN OR UNDERCOVER PARKING SURFACE AND SECURITY LIGHTING Condition: Comments: Good (®) Illumination Required (❑ ) 20. SWIMMING POOL WIRING Condition: Good (❑) Repairs Required (❑ ) Comments:N /A 21. WIRING OF MECHANICAL EQUIPMENT Condition: Good ( I) Repairs Required (❑ ) Comments: 22. GENERAL ADDITIONAL COMMENTS • •• •.. • • • • • . . • • •• • • •• • • • G • • • . . ••• • ••• •i • i • •• • • • • • • • o•• • o • • • • • • ••. •• • • • • • o • o • • • • • • • • . • • • • • • • • • • • • • • • • • • ••• o ••• • • • • • • • • • • • • ••• • • • • • • •• •• • 0 ••• • • • ••• • • • • • • • • • • • • .; • •• • • • 11 ill in lloi !lit 11111 11 ill till! alit, it PENAL-WT(5'H P V■,TE JSE TO-AUgferfrAY, ■EN .QEEDSTAGE, $3t0 1 ac):6: and Z.:P Code :72.re °MIAMI SHORES viLLemg 10050 N. E. 2nd AVFNU MIAMI SHORES, Ft, 31.4g13 0 e 0 f2 b 0 0 0 O Complete items 1 and /or 2 for additional services. O Complete items 3, and 4a & b. o Print your name and address on the reverse of this form so that we can return this card to you. o Attach this form to the front of the mailpiece, or on the back if space does not permit. • Write "Return Receipt Requested" on the mailpiece below the article number. e The Return Receipt will show to whom the article was delivered and the date delivered. 3. Article Addressed to: 7001 0360 0003 0112 2378 4b. Service Type ©� 'AvJ � � r ❑ e El Insured Certified et c� COD e / ❑ Express Mail El Return Receipt for 7) Merchandise ��L L j (� I $J/w/�i e r// 31 7. Date of Delivery O 8. Addressee's Address (Only if requested Y o. and fee is paid) c 1 — 5. Signature (Ad ressee) 19/,t. lv 6. Signature (Agent) PS Form X3£39 11, December 1991 *U.S. GPO: 1993-352 714 I also wish to receive the following services (for an extra fee): 1. ❑ Addressee's Address 2. ❑ Restricted Delivery Consult postmaster for fee. DOMESTIC RETURN RECEIPT 0 0 0 N 0 4, ENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. Also complete Item 4 if Restricted Delivery Is desired. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the maiipiece, or on the front if space permits. 1. Article Addressed to: Miami Shores Presbyterian Church 601 NE 96 Street Miami, Fl 33138 2. Article Number (Transfer from service lei PS Form 3811, February 2004 COMPLETE THIS SECTION ON DELIVERY A. Signature O�Q X � ❑ Agent ❑ Addressee B. Rece by (Printed Name) I C. Date of D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3 Se Ice Type Certified Mail ❑ Express Mall ❑ Registered ❑ Retum Receipt for Merchandise ❑ insured Mall ❑ C.O.D. 1 4. Restricted Delivery? (Extra Fee) 7005 0390 0003 8147 6757 ❑ Yes Domestic Return Receipt 102595 UNITED STATES POSTAL SERVICE i_ -4 !.� a t f ° Sender: Please print your name, address, and ZIP +4 in this box ° OVA 4.ig +DES Wfibg E. Rae' AVENUE , ., PIAMI t}l�®Rf�8, �� 33q' First -Class Mail Postage & Fees Paid LISPS Permit No. G -10 MIAMI SHORES VILLAGE, FLORIDA BUILDING ELECTRICAL ❑ PERMIT Na,n PLUMBING ❑ ROOFING ❑ CI Owner of Building s ` Architect Contractor or Builder Legal Lot Description II Bl. Address of Building f. Work to be performed under this Permit Subdi- vision Value of Project $ DATE. 19 Protractor's License No rf This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Amount of Permit $ Signed- •.. INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In as cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. to CONTRACTOR OR BUILDER BY AUTHORITY .oeor APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Villag:, Florida, and all provisions of the Law of the State of Florda, 311 ordinances of Miami Shores Village -nd all rules and regulations of the Building Division of Miam Shores Village sh,.11 be co :iplied with whether h -r. in specifie ,. not. A cope of apt rout d plans and specifications must be kept at building during progress of the work. Owner's Name and Address____ f1/0./Lgs _Cllu/a‘ ! No. Q. a i l , e$treet_ _ ._T.G J_!___ ._ _ Registered Architect and /or Engineer.__._t1Y)1✓ &_ _ �l__� !___..__ Name and address of licensed contractor ___._ o O S sQ/1� ?_fir - - -.1 T __ dam_ t__ ____ e/® 44 1&"._ `✓ Location and legal description of lot to be built on: Lout _IA_ 7541._2_ Q!_ Block ------- 1.p- - - - - -- . -- Subdivision A M • is n40 ".1 t issDn, 1 cS'rd csre. Street and Number where work is to be done___ 6 -- Q. / ________ __._ __ _ 9 4 _ 15 ! State work to be done and purpose of building (by floors)____`___. T_ � 11/4 _ 6 _ __- /_Zh _ _ ST .E.0,'4 New Building Remodeling Addition To be constructed of o ,4,t04:Kind of foundation C 0 de" , ______ ________ _ ___ ___._..._ _ Roof Covering "ri 145 Estimated Total cost of improvements $_.__. 101,06a t "' Amount of Permit $ � � oc, Zone cubage required_ _Plan Cubage O ii / ° Distance to next nearest building Size of Building Lot J .ti.... __ _._ cl_ ' 2 014 5 V ✓111 4 Maximum live load to be borne by each floor_ ___. I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to__. 'D I Li J • "A ssJ /• PO/e � 4L 64 Cr The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspectio on the site of t ork such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontr s, on work t /.e perfo 1 e_./ /: -r this permit, as are licensed by Miami Shores Village. '""e" / Remarks -- --- _ (Signed) STATE OF FLORIDA, COUNTY OF DADE. SS. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, perso:ially ap- peared _ ____ to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the C4 �`✓2� of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. a a . Permit No sr7� Date ::;i: �l / �" f Building Infector Chairman . - Member Member __ ______ ___ _ i% MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Dat:- - 0"5 ` _ 1 J e Repairs No. of Stories Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD .. DATE Member Member Member �i�Goa s 72-V3 d c,r© - and for no other purpose. 2 Council Approved ___ .. .. Date Disapproved ____ ..._ Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after appr: %._l has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. P erim, r ?VC q®g. 37 Pr?. red A 0 � d � 6 L o h gY O ®SZ /4 B$= OD : cam �a sZ ao! ®' a � om l ea ccpF%- 4! 1. = SZ — 7a o Ca , /1 9 . al ' 3 0 72.1 ( - , FI MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT Application is hereby made for tlic approval of the detailed statement of the plans and specifications herewith submitted for the build. ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. 03 YOUR CATERPILLAR DEALER ° BUILDING INSPECTION DEPARTMENT Owners Name and Address ........... Registered Architect and /or Engineer Name and address of licensed contractor.. Location and legal description of lot to be built on: Lot Block Old Mill Bldg 9443 Park Drive Folio #11- 3206 -14 -124 Miami Shores Sec. 2 P1 Book 10/37 8400 S.F....Cost $4800- DIESEL ENGINES • EARTHMOVING EQUIPMENT • FORK LIFT TRUCKS MIAMI CLEWISTON • I WEST PALM [BEACH • FT. MYERS 592 -5360 983 -8177 683 -1231 481 -3733 Dat 'No.' '..6.21114treet._. 6 ••••• ..Alf .. .f!f••.•f ••f1S•t ^•f!f ••e •Sf!tf A�l1 .. • .... ... s � .fit' .a„1 WtG 6'2 Subd .. .. ....._ Street and Number where work is to be done o C� . Vc � -• z-XN State work to be done and purpose building (by rs).. ti�A...... ., . _:)..A,Z _ __.__ and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foodation Roof Covering Estimated Total cost of improvements $ „ �3. 00 Amount of Permit $ L ^� rot .Plan Cubage if Building Lot notices with reference to the building and its construction may that he understands and accepts his obligations as an employer 5966, Compiled General Laws of Florida, Permanent Supplement, npliance from all contractors or sub - contractors employed by him be posted for inspection on the site of the work such public notice )nly such subcontractors, on work to be performed under this d Read, Sworn to and Subscribed before me. OWNER: Miami Shores Presbyterian Signed �a- �•�e— Church 601 N.E. 96th St. Miami Shores, Fla. 33138 :cd to administer oaths and take acknowledgments, personally ap- to me well known, .t he is the. ioing application, and that he did sign the same, and that all facts Notary Public, State of Florida My Commission Expires DATE Member Member Member .._..... Disapproved Date or changes to this application after approval has been obtained from :ctlon is made necessary by improper notice for inspection or faulty SPECIFICATION S For For CHAPEL MIAMI SHORES PRESBYTERIAN CHURCH MIAMI SHORES, FLORIDA Harold E. Wagoner, A.I.A. 1700 Architects Building Philadelphia, Pennsylvania Irving E. Horsey, A.I.A. 834 N. E. 2nd Avenue Miami, Florida Architects Commission No. 63 - 35 July 7, 1964 ADDENDUM No. 1 Commission No, 63 -35 Item No. 1 Item No. 2 Item No. 4 Chapel Miami Shores Presbyterian Church Miami Shores, Florida July 24, 19644 Harold E. Wagoner, A.I.A. Philadelphia, Pa. and Irving E. Horsey, A.I.A, Miami, Florida Architects Drawins No. 1 a. Room finish schedule, change F. to b. Change reference (1) Main Entrance from sheet No. 4 to drawing No. 5. c. Change slate pattern to Interstate Co., Random Ashltr, Pattern No. 4. Drawing No. 3, Section B /3. Slate to be thick where edges are exposed at arches and at east entrance. Item No. 3 Drawing No. 4, Section X-X Nosing 2" slate, field 3/4" thick. Drawing No. 5, See carving on drawing No. 5A "Supplementary details of Cornice Reredos,and paneling" attached herewith. Item Ido. 5 Drawing No. 7, Cross shall be 4" square instead of 4" diameter round. Item No. 6 Specifications, Page 8.1, B. Material, 7. Cast Stone, add "or Agg -Rate Stone Corp. 7230 N.W. 2nd Ave., Miami, Florida. t Item No, 7 Specifications, Page 8.2, C. Execution of Work, 5. Cast Stone Sills should read: 5. Cast Stone: a. Keystones, Sills, panels, etc. Item No. 8 Sp Page 8.2, C. Execution of Work, 4. a & b. delete word "Copings;' Item No. 9 Specifications, Page 12.1, C. Execution of Work, Flat Roofs 1.f. should read "Prestressed concrete roof decks shall be Sull stripped where necesssry." Item No.10 Sfications, Page 15.1 C. Execution of Work, 1 a and C. where word stone occurs add words "and brick." Item No.11 S ecifications, Page 16.4, C.9. Sound deadening treat- ment, last paragraph should read: Over lower 5' of walls apply two 3/8" coats of Keene Cement plaster. Above 5f apply 1i" of Asbestos spray to all walla and ceilings. Page 1 of 1 S. (Slate) and (3) Sacristy Marble and Tile Addendum No. 1 (Continued) Item No. 12 Specifications. Page 11.2 Paragraph C.3. add word (Windows) under Wood preservative treatment. Item No. 13 Specifications, Page 17.1 B. Materials 7. Marble fac- ings, copings and stone work change to read: "A11 exterior" marble shall be "M ire Cream" and interior marble shall be "Cassino" as, distributed by Interstate Marble Tile Co." Item No. 1L Specifications, Page 22.3, C. 10 Exterior work a. oo wo Ts first cokt. change to enamel undercoater. Item No. 15 Drawings No. E -1. a. Relocate microphone outlet shown on right hand side of chancel so that it is under communion table. b. Provide type I, Alabax, light fixture and switch control in closet off Room No. 6. c. Fixtures D and E are on circuit A -7, Fixture E in the center and Fixture D on the right side. d. Add Time Switches: Circuits A 4 and 5 30 amp 2 pole, 24 hour time clock; and circuits A 26, and 29, so amp 3 pole, 24 hour time clock. Locate time clocks on wall behind panel A above dimmers. Item No. 17 Specifica ti Electrical Page 25 -1 A. 3, Scopeof work 3.. delete word "baseboard." Page 2 of. 2 • s Section No. Pages 1 Instructions to Bidders 1.1 4. General Conditions AIA Form A -201 1.10 2. Supplementary General Conditions 2.1 -2.6 3 General Scope of the Work 3.1 14 Excavation, Grading & Site Work 14.1 5 Termite Control Treatment 5.1 6 Concrete and Cement 6.1 -6.4 7 Reinforcing Steel 7.1 8 Masonry 8.1 -8.2 9 Structural Steel 9.1 10 Miscellaneous Iron and Metal Work 10.1 -18.2 11 Unassigned 12 Roofing and Sheet Metal 12.1 -,2.3 13 Carpentry 13.1-13.3 14 Millwork 14.1 -.14.3 15 Caulking 15.1 16 Lath, Plastering and Stucco 16.1 -16.4 17 Tile and Marble Work 17.1 -17.3 18 Composition Flooring 18.1 19 Glass and Glazing 19.1 20 Unassigned 21 Finishing Hardware 21.1 22 Painting 22.1 -22.1 23 -24 Unassigned 25 Electric 26 Plumbing 27 Air Conditioning I N D E X 25.1 -25.7 26.1 -26.6 27.1 -27.17 INDUCTIONS TO BIDDERS 1. Date _Arid Place for Receiving Proposals. Sealed proposals for the construction of a new Chapel Building will be received by the Miami Shores Presbyterian Church, at the office of Irving E. Horsey, A.I.A., Architect, 8340 N. E. 2nd Ave., Miami, Fla., on or before 4 p `V1 AQ G I( _1164. • 2. Proposals. All proposals should give the lump sum price and unit prices for the work; and must be signed and executed by the Bidder. In order to insure proper consideration, the proposal, in dupli- cate, should be enclosed in a sealed envelope, marked "Proposal ", and addressed to the Owner in care of the Architect. 32111esions and Discrepancies. Should a Bidder find discrepancies in, or omissions from, the drawings or other documents, or should he be in doubt as to their meaning, he should at once notify the Architect, who may send written instructions to all Bidders. !j. Acceptance or Rejection of Proposals. The Owner reserves the right to reject any or all proposals; any proposal which is incomplete, obscure or irregular may be rejected; any proposal having erasures or corrections may be rejected; any pro- posal which omits a bid on any one or more items may be rejected. 5. Return of Documents. Documents are to be returned with your proposal, one set of which will be issued to each Bidder. Additional Sets may be obtained by paying the cost of printing which will not be refundable. 6. Examination of Site Drawings, Etc. Each Bidder shall visit the site of the proposed work and fully acquaint himself with conditions relating to construction and labor. Bidders shall - thoroughly examine and be familiar with the Contract Documents. Failure or omission of any Bidder to receive or examine any form, instrument addendum or other document, or to visit the site and acquaint himself with conditions there existing, shall in nowise re- lieve any Bidder from any obligation accepted as prima facie evidence of compliance with this section. 1.1 • • SECTION 2 - SUPPLEMENTARY GENERAL CONDITIONS Amendments and Additions to General Conditions of the American Institute of Architects. A. COPIES FURNISHED: Add to Article I of the General Conditions the following: Ten (10) copies of Contract Drawings and Specifications and three (3) copies of details will be furnished the General Contractor free of charge. B. MATERIALS APPLIANCES EMPLOYEES: Add to the first paragraph of Article 9 of the General Conditions, the following: The Contractor shall, except where otherwise specified, furnish all scaffolding, underpinning, pumping and shoring, and temporar- ily close up openings during inclement weather.so work can proceed. The Contractor shall install temporary electric light connections located conveniently for the use of all subcontractors during the interior finish bf=the building; electricity for temporary light- ing shall be furni.shed the'Contractor. The Contractor shall furnish all water for construction purposes. Where materials, apparatus and appliances are definitely specified by make or kind, other articles of equal capacity, material, des- ign, workmanship and space occupied may be substituted only with the written approval of the Architect. C. PROTECTION OF THE WORK AND PROPERTY: Add to Article 12 of the General Conditions the following: He shall protect all adjacent properties from injury or loss aris- ing in connection with the Contract. The entire operation shall be at the Contractor's risk concerning the damaging or loss of any material whether incorporated or unin- corporated in the building, except as otherwise noted under Article 29 of the General Conditions. It is anticipated that the paving for parking and driveways will be completed under a separate contract before work is commenced on the chapel. Any cutting of, or damage to the paving, during the General Construction work by the Contractor or his subeon:,..,4_,- tractors shall be replaced or repaired to the satisfaction of the Architect. D. GUARANTY BONDS: Omit Article 30 of the General Conditions and substitute the following: The Contractor agrees to deliver to the Owner upon the signing of the Contract Documents, a bond covering the faithful performance of the Contract and the payment of all obligations arising there- under; the bond shall be with a Corporate Surety in a form satis- factory to the Owner. Bond shall also guarantee work and material for one year after completion of the Contract. 2.1 • • D. GUARANTY BONDS: (conttd.) The bond so given shall be in full amount of the Contract. All premiums shall be paid by the Contractor, and evidence shall be produced to Owner and Architect that the parent Bonding Company= has agreed to bond the Contractor. E. SUB - CONTRACTS: Omit the first two paragraphs of Article 36 of the General Con- ditions and substitute the following: The Contractor shall, within a reasonable time, give to the Architect in writing, the names of sub - contractors proposed for the principal parts of the work, and for such other parts as the Architect may direct, and shall not at any time enter into Con- tract with any sub - contractors without the written approval of the Architect, or with any sub - contractors who may be objected to by the Architect as incompetent or unfit. F. RELATIONS OF CONTRACTOR D SUBCONTRACTOR: Add the following paragraph to Article 37 of the General Conditions: The subcontractor agrees - To examine, as to its proper condition, any connecting or preceding work which is in any way related to their work, and report in writing to the Contractor any defects or deficiency in the same. Failure to give such notice shall be considered as an acceptance of the condition of such existing work and of its suitability for receiving the new work and will act as a waiver of any claims to the contrary. He shall also, during the progress of the work, build in, attach or connect any parts or materials which may be furnished to him which should be secured to or enter into the construction of the work, and shall supply to other subcontractors any and all parts or materials necessary for their work which are to be installed by other subcontractors. He shall also be bound by the condito ions of Article 36 of the General Conditions. G. RESPONSIBILITY REGARDING CONSTRUCTION, MATERIALS ETC. The following Article is added to the General Conditions: Should the Contractor object to the method or strength of the construction, the methods of procedure or the materials speci- fied, he shall have the same adjusted before entering into this contract with the Owner. Procedure without such notice shall be construed as an acceptance of the contract drawings and specifi- cations and a waiver of all claims to the contrary. If, after the work is underway, the contractor should object to any of the methods or strength of the construction, the method of procedure, or the materials specified on any of full size or other detail drawings or specifications that may be issued by the Architect to fluitler carry out the work, he shall so notify 2.2 • 1 G. RESPONSIBILITY REGARDING CONSTSJCTION, MATERIALS, ETC. (cont'd.) the Architect in writing and have the same adjusted before proceed- ing with the work. Procedure without any such notice will be con- strued as an acceptance of the drawings and specifications and a waiver of all claims to the contrary. No change shall at any time be made in either the drawings or specifications without the writ- ten approval of the Architect. Ji. MAINTENANCE OF BUILDING: The following Article is added to the General Conditions: The Contractor's responsibility for supplying water and electric- ity shall cease as soon as the Architect issues his certification= of the completion of the building, but in no case shall this be later than the date on which the entire building is ready for oc- cupancy by the Owner. Should the Owner occupy a portion of the building before the Architect's certification, any consumption by the Owner of .- water or electricity shall be adjusted. SANITARY ARRANGEMENTS: The following Article is added to the General Conditions: The Contractor shall provide, install and maintain for duration of work as required, adequate temporary toilet facilities for all workmen employed on the site of the project. The facilities shall be kept in a clean, dry and sanitary condition acceptable to the Architect, and all legally constituted authorities at all times. J. LAYING OUT WORK: The following Article is added to the General Conditions: The Contractor shall employ an authorized Registered Engineer to locate all necessary property and party lines and levels, and shall be responsible for the proper location of the building in accordance with this data and with any supplementary data as shown on drawings. He shall give all the necessary lines, levels, loca- tions and measurements to all on the work, and he will be held responsible for their accuracy, and no pleas as to the acts, orders, directions or supervision of the Architect or any other person employed by him shall be admitted justification of any error of construction or departure from the terms of the contract unless such orders or directions were explicitly given in writing by the Architect or his representative. K. BUILDING CODE RE UIREMENTS AND PERMITS: The following Article is added to the General Conditions: All workmanship and materials; whether or not herein specifically mentioned, unless noted to the contrary, shall be in strict ac- • • th all State LQ4�t1 or other Qode • • K. BUILDING CODE REQUIREMENTS AND PERMITS: (Continued) Contractor must procure and pay for all permits, whether of a temporary nature, to allow the construction to be executed. L. OFFICE - SHEDS - TELEPHONE: The Contractor shall erect and maintain on the premises an ade- quate temporary office for his use in connection with this Con- tract. He shall provide therein a telephone for the use of all concerned. He shall also provide adequate and satisfactory protection for all materials to be used in the building. 2.4 N. CONTRACT DRAWINGS The following listed drawings shall constitute the Contract Drawings ARCHITECTURAL NO. 1 . 2 . 3. 5. Floor Plan, Plot Plan, Schedules Elevations and Sections Wall Sections (1) (2) (3) (5) (6) (7) 2.5 Wall Sections and entrance details Bride's Room, Sacristy and Reredos 6. Wall Sections and Entrance details 7. Steeple sections and details. and details.. details. STRUCTURAL S -1 Foundation Plan, Schedules and details S -2 Framing Plan, Sections and schedules S -3 Truss and Steeple details ELECTRICAL Plot Plan, Floor Plan, Schedules, Riser Diagrams PLUMBING P -1 Plot Plan, Floor Plan, Riser Diagrams AIR CONDITIONING AC -1 Plan, Sections, Details and Schedules N. PROPOSAL - UNIT PRICES. 1. Proposal - Base Bid will be required which shall be a lump sum price for all the work covered by the drawings and speci- fications of the entire project including electtip.a1,.plumb- ing, and'air Bondi .oning work. 2. Unit Prices: More or less. Machine Excavation per cubic yard. Hand Excavation per cubic hard. Rock Excavation per cubic yard, with allowance therein for equal amount of earth excavation. Concrete specified in place per cubic yard. Forms - Contact area - in place per square foot. Reinforcing Steel - In place per pound. Additional Fill in place per cubic yard. 0. CASH ALLOWANCES: The Contractor shall include the following cash allowances in his Base Bid: • • 0. CASH ALLOWANCES: (Conttd.) 1. Concrete Testing $200.00 2. Finish Hardware 2,000.00 3. Exterior Ornamental Light Fixtures $750.00 Cash allowances are subject to the provisions of Article 41 of the General Conditions. 2.6 WORK OMITTED FROM THIS CONTRACT: 2. Window and door screens. S. Carpets. 6. Organ, SECTION 3 - SENERAL SCOPE OF WORK 3. Outside miscellaneous planting, seeding and 4. Items to be purchased on Drawing No. 1. 3. . GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS: These govern and are a part of this Contract. B. WORK INCLUDED: The work under this Contract consists of furnishing all plant, labor, materials equipment, transportation, including fuel, power and .utility services, and performing all operations, in strict accordance with these specifications, the drawings des - sribed herein, and any addenda, instructions, revisions and sup- plemental detail drawings issued subsequently, for construction of the chapel for the Miami Shores Presbyterian Church, Miami Shores, Florida. C. LOCATION: The site of the work contemplated under the contract is located on the north east corner of N.E. 6th Avenue and N.E. 96th Street, Miami Shores, Florida. Items noted N.I.C. on the drawings shall not be included in the contract. 1. Movable furnishings, including chairs, tables, curtains for windows, wall hangings and tapestries. work: finish grading and top soil; sodding, paving, etc. under Furniture Contract, as listed • • SECTION !t - EXCAVATION, GRADING and SITEWORK A. WORK REQUIRED: 1. Clear site. 2. Protection of trees, shrubs and lawn. 3. Removal of obstructions below grade, which will interfere with completion of the project. L. Excavations and back - filling, except as otherwise noted. 5. Filling and rough grading. 6. Removal of all debris and excess excavated materials. 7. Excavations and back-filling for the following are included under other SECTIONS as indicated: a. Plumbing: SECTION 26 b. Electrical Work: SECTION 25 B. MATERIALS: 1. Fill for building 50% Pit -rock and 50% Clean Sand 2. Fill for lawn areas: clean earth.. C. EXECUTION OF WORK: 1. Clearing of site: Remove all trees and shrubs. Those to be saved will be removed by the owner. Remove grass and vegeta- tion from building area. 2. Protection of trees, shrubs and lawn: Install barriers where required to protect trees and shrubs from injury. Grass, trees and shrubs damaged due to neglect, shall be replaced at no cost to Owner. 3. Excavations: Make excavations to size and depth, as required :'for proper execution of work. Footings shall rest on undis- turbed earth and may be poured in clean -cut excavations with- out caved -in banks. Clean -out all pot holes in rock. 4. Back - filling: Back -fill as soon as sub -grade work is in place and has had time to set. Fill thoroughly wet and compacted. a. Material removed from excavations may be used if approved by the Architect. 5. Filling (Pit-Rock): Deposit fill in six inch layers, wet down and compact thoroughly. Top of fill shall be brought to lev- els and graded to elevations of bottom slabs. 6. Filling (Earth): Deposit fill to level 4" below finish grades indicated on the drawings.. Roll or drag 2 ways. D. UNIT PRICES: State in Proposal the following unit prices for additional work and for less work: 1. Per cubic yard of machine excavation. 2. Per cubic yard of hand excavation. 3. Per cubic yard of rock excavation with allowance therein for the cost of an equal amount of earth excavation. 4. Per cubic yard of fill in place. • • SECTION 5 - TERMITE CONTROL TREATMENT A. WORK REQUIRED: 1. Termite control treatment of the building areas. 2. Surety bond guaranty. B. MA : ° ' - 1. Solution: 2% (Minimum) chlordane in water. C. EXECUTION OF WORK: 1. Apply, by pressure spray, the solution as follows: a. All under -slab areas: One (1) gallon per ten (10) sq. ft. of area. b. Along inside of exterior foundation walls and both sides of interior foundation walls: Two (2) gallons per lineal foot. c. Along outside of exterior foundation walls: Two (2) gal- lons per five (5)1'ineal feet. d. Around pipes and other projections thru floor slabs: Two gallons at each pipe, etc. e. Paragraphs "b, c & d" are in addition to praagraph "a." f. The above quantities are minimum. 2. Solution shall be applied, to the areas under the bui1dtg, after fill has been graded and just prior to laying slab mem- brane. 3. Solution shall be applied, to exterior of foundation walls, after rough grading, just prior to placing top soil. 14. Deliver to the Owner, thru the Architect, a properly executed Surety Bond Guaranty, guaranteeing to eliminate and remove any infestation of Subterranean and Damp Wood Termites, exist- ing and for a period of five (5) years after completion date of this work. 5.1 • • SECTION 6 -- CONCRETE and CEMENT WORK REQUIRED: 1. All concrete and cement work. 2. Set all anchors, bolts, hangers, sleeves, plates, clips, etc. required to be built into concrete work. 3. FOR formwork, see SECTION 13 -- CARPENTRY. B. MATERIALS: 1. All materials, so delivered, stored and handled so as to prevent inclusion of foreign materials and damage of materials by water or breakage. Package materials delivered and stored in original packages until ready for use. Packages of materials showing evidence of water or other damage shall be rejected. Hardened cement and all other rejected materials must be immediately removed from the site. 2. Water: City water. 3. Portland cement: Fed. Spec. SS -C -192, type 1, domestic manu- facture. 4. Concrete aggregate: Fed. Spec. SS- A281a. a, Fine aggregate, Class 1, grade A. b. Coarse aggregate, class 2, grade A, size No. 4 to 3/4" for general work 4 to 1/2" for precast and thin members. 5. Integral waterproofing: Sec. #1, or approved equal. 6. Damp proofing plastic for under slabs on fill: "VISQUEEN" 004 Mil plastic sheet. 7. Expansion joint filler: Fed. Spec. HH -F -334, performed, non - extruding - bituminous, fiber type or 2 plies felt. 8. Prestressed concrete plank: HOUDAILLE - SPAN EXECUTION OF WORK: 1. Location of concrete class: Poured Concrete work. a. Class A - All floor and roof slabs, beams, footings and columns. b. Class B All concrete slabs on fill. c. Class C - Potholes. 2. Proportioning and Mixing of Concrete: a. Strength Classification: Strength at 28 days Class Pounds per sg. inch A . . . o . . . o . o . • • .. 3000 B . . . . . . o . o . . . . . . 2500 C . . . . . . . . o ........:. _ 1 The exact amount of water and proportion of aggregate to cement will be determined and varied as conditions demand by the supplier subject to any necessary adjustments approved by the architect so as to produce the most economical concrete possible with satisfactory work- ability and maximum density. Surface water contained in aggregate must be included as part of mixing water 6.1 SECTION 6 -- CONCRETE and CEMENT (Continued) C. EXECUTION OF WORK: (Contfd) in computing water - cement ratio. The combined aggregate shall be of such composition of sizes that when separated on a No.. !} standard sieve, the weight retained on the sieve shall be not less than one -third nor more than two - thirds of the total, nor the amount of coarse material shall be such as to produce Ershness in placing or honey- combing in the structure. Consistency of concrete at point of a delivery when subjected to the standard slump test shall have a minimum slump of 3 inches and a maximum of 5 inches. b. Mixing Concrete: (1) Machine mix concrete in a batch mixer of approved type. A water storage and measuring device shall be provided on the mixer. Mixing of each batch of con- crete shall continue for at least 1 -1/2 minutes after all materials are in the mixer, during which time the mixer should rotate at a peripheral speed of about 200 ft. per minute. (2) Ready -mixed concrete shall conform to the Standard specifications of the A.S.T.M. C94, latest edition. (3) All concrete for floor slabs poured on fill, and walls below finished grade shall be waterproofed with the integral waterproofing compound,in propor- tion of one gallon waterproofing to each cubic yard of concrete. Testing and Inspection: a. The Architect shall have free access to the points where concrete materials and stored, proportioned or mixed, and all materials, equipment and methods used shall be sub - ject to his inspection, test and approval. b. The Contractor shall notify the laboratory employed by the Owner at least 24 hours before each pour so that test cylinders may be made. t. Damp proofing plastic; Lay on compacted fill under and pre- vious to pouring of concrete slab. Lap all joints of plastic at least tie. Lay plastic under interior slabs only. 5. Expansion Joint Filler: a. At the junction all masonry walls with slabs on fill in- stall expansion joint material full depth of slab. 6. Concrete placing: a. The mixed concrete shall be placed expeditiously in clean, damp forms that do not feel hot to the touch. Runways for transporting concrete shall not rest on reinforcing steels Concrete not placed within one hour and 30 minutes from • • 6.2 • • SECTION 6-- CONCRETE and CEMENT '( Continued) C. EXECUTION OF WORK: .(Cont'd) time water is added will be rejected and will be removed from the job. b. Concrete shall not be placed until the reinforcement, pipes, conduits, sleeves, hangers, anchors and other work required to be built into concrete has been inspected and approved by the Architect. c. Water and foreign matter shall be removed from forms and excavations, and unless otherwise directed, wood forms and earth base shall be thoroughly wet just before the concrete is deposited on them. d. Concrete shall be transported from the mixer to place of final deposit as rapidly as practical by methods which will prevent separation of ingredients and displacement of rein- forcement and which will avoid rehandling. Partially hardened concrete shall not be deposited in the work. e. Internal and external mechanical vibrators and hand spacing shall be used as necessary to produce the required concrete quality and finish. Care shall be taken that vibration is not applied long enough to separate the ingredients. Honey- combed work will be repaired by Guniting at the discretion of the Architect. f. Work shall be laid out so that each slab and beam shall be poured in one operation. Make construction joints vertical. Before pouring, the location of all construction joints shall be determined and their location shall be submitted to the Architect for approval. g. Before placing concrete adjoining construction joints, sur- face of joint already in place shall be picked, brushed, clean and given a heavy coat of neat cement grout. 7. Finishing concrete: a. Immediately after removing forms, cut off all metal form ties at least 3/4't back from surface of concrete, wet and fill all holes and voids with cement mortar, 1:2 mix. Color of cement mortar used for filling holes and voids shall be same as concrete to which it is applied. Rub smooth all filled surfaces with a carborundum stone. b. Any joints created by formwork shall be rubbed smooth at the discretion of the Architect. • • SECTION 6 -- CONCRETE AND CEMENT (Continued) EXECUTION OF WORK: (Conttd) 8. Cement floor finishes: a. Surface screeded to an even, true, level plane end floated to a smooth finish before the rough :slab has set up hard. (1) Concrete floors and steps not to receive applied floor materials. a. After concrete has been leveled from the floated surface, a mixture of 2 sacks of Horundum aggre- gate thoroughly dry mixed with 1 sack of Portland cement shall be sprinkled or shaken at the rate of 45 lbs. per 100 sq. ft. of the floor area to be hardened and floated in. b. Surface shall be allowed to harden and then burn- ished with a steel trowel. (2) Concrete floors to receive composition flooring: a. No dust -on shall be used. Prepare surface as in 7 a. above and burnish with steel trowels. 9. Curing of Concrete: a. Finished concrete work protected at all times during con- struction and the whole kept damp for at least a week after it has been poured. b. All finished slabs, as soon as hardened, shall be covered with sand and kept wet for 7 days, or sprayed with an approved curing agent. D. PRESTRESSED CONCRETE PLANK 1. Prestressed hollow core plank designed in accordance with Prestressed Concrete Institute STD 110 -61, with prestressing strands equivalent to ASTN A 416 -59T 2. Fabrication and erection by R.H. Wright Inc., with grouting by Masonry Contractor after erection using 1 part cement to 3 parts sand. 3. Shop drawings shall be submitted for approval prior to fabri- cation and must show standard designations setting plans and details. E. UNIT PRICES. Contractor shall state in his Proposal, the following unit pricer: 1 - Cost per cubic yard for additional 3000 lb. concrete in place. F. CONCRETE SPLASH PANS. Furnish and set precast concrete splash pans at grade for all eaders where indicated on drawings. Pans shall be It -6" wide x 2t -0" ong x 3" thick and the top formed to retain the water for full length. oncrete to be 2500 ib. and reinforced. 6-4 A. WORK REQUIRED: 1. Reinforcing steel. • 2 Reinforcing mesh. 3. Accessories. • • SECTION J - . REINFOffCING STEM B. MATERIALS: L. RReinforcing steer: A.S.T.M. specifications A5, latest edi- tion - Deformations shall conform to A.S.T.M. A 305 -50T. 2. Welded steel wire fabric reinforcement; Standard specifica- tions of the A.S.T.M. A 185 -37, latest edition. Hot dip gal- vanized after welding. 3. Accessories: Bar chairs shall have hot dip galvanized legs. 0. EXECUTION OF WCRK: 1. Reinfo shall be free from rust, scale, paint or other coatings that will reduce bend. 2. All bending shall be done without heating in a fabrication Pant. Bars shall be free from kinks and bends, not called for by drawings, and no bars sent or straightened in a manner that will injure the material. 3. Splices made in reinforcement, only with the Architect's ap- proval. Wire fabric lapped one mesh on sides and ends. Tem- perature bars lapped one foot. All other splices where requi- red or permitted shall develop the stress in the steel, 4. Reinforcement shall be accurately spaced and positioned as shown on the drawings and unless otherwise shown or specified it shall be secured against displacement by using at intersec- tions, annealed iron wire of No. 18 gauge. It shall be support- ed by metal chains, spacers or by metal hangers. Concrete bar chairs not acceptable. 5. Submit 3 copies of fabrication and erection drawings to Archi- tect for approval prior to fabrication. D. UNIT PRICES: 1. Cost per pound for additional reinforcing steel in place. faer • • SECION 8 - MASONRY A. WORK REQUIRED: 1. Concrete block work. 2. Brick work. 3. Stone work. 4. Flagstone. 5. Set rough hardware, etc., located in masonry. a. Hardware, etc. furnished under other SECTIONS. B. MATERIALS: 1. Specifications for the following materials are under SECTION 6, and are thereby made a part of this section. a. Water. b. Cement. 2. Sand: Capable of developing 95% of tensile strength of Ottawa sand, hard, durable grains, containing not more than 1 % of clay, free from salt, and be graded from coarse to fine, with fine grains predominating, 100% passing through No. 12 mesh sieve and no more than 20% to 40% through no. 50 mesh sieve. 3. Masonry Cement: Fed. Spec. SS -C -18 lb. type 1. Admixture: Omicron as manufactured by the Master Builders Company, or approved equal. 5. Concrete Block: "Solite" three cell - 12in. x 8 in. x 16 in. 8 in. x 8 in. x 16 in.; and 4 in. x 8 in. x 16 in. End block required for exposed ends. a. Underwriter's certificate required for all block. 6. Brick: Slumped brick as produced by Duran Brick Yards, white 2a" thick, lenghts 8 ", 12" and 16 ". Bricks to be made with rough face, formed for this project, submit sample bricks for Architect's approval before manufacturing. See drawings for special ground or cut brick. 7. Flagstone: Vermont Slate in color range as selected by Architect, as distributed by Interstate Marble and Tile Co., 44031 N.W. 2nd Ave., Miami, Florida. 8. Cast Stone: Simulated limestone as manufactured by Orna- mental :Gast Stone Co., P.O. Box 6425, Jacksonville, Florida. C . EXECUTION OF WORK: 1. Mortar: a. Proportioning: One part cement, one part masonry cement and a minimum of 5 parts to a maximum of 6 parts of sand. b. Mixing: Mix dry materials thoroughly, and water,gauged with admixture. Addition of admixture shall be in strict accord with manufacturer's recommendations. 2. Laying Block: a. Build all work plumb, true and accurately to the dimen- sions shown. 8.1 • • SECTION 8 -- MASONRY (Continued) C EXECUTION OF WORK: (Cont'd.) b. Build in all rough hardware, etc. located in masonry work. c. Lay all blocks with webs vertically and with no through mortar joints. d. Join all joints solid, with mortar, on both sides of wall. e. Exposed masonry: Joints shall be plain cut. Point when set and rub with carborundum stone. Use of blocks with chipped corners will not be permitted. 3. Laying Brick: a. Lay up plumb and true to detail in running bond. b. Joints shall be filled solid with mortar, surfaces concave rodded. c. Clean brick work with weak solution of muriatic acid and fibre brush. Wash thoroughly with water. d. Sample Panel: Construct 3' x 5' brick panel at job for approval of Architect. e. Bond at solid block or concrete walls with 16 ga. galva- nized corrugated ties 16" 0.C. vertically and 214" O.C. horizontally. 4. Laying Flagstone: a. Treads, copings, flooring, etc: Broom clean. Wet concrete surfaces and lay in stiff bed of mortar to proper level pitched as shown on drawings. Use dowels and cramps as required. b. Thickness: 3/4" for flooring, stair treads and copings 2 ", See details on drawings. c. Joints: Grout flush. All surplus materials wiped off and surfaces left perfectly clean and undamaged. 5. Cast $tone Sills. a. Keystones, a Panels, etc: Thickness, shapes and mouldings as detailed. 8.2 SECTION 9 - -- STRUCTURAL STEEL 9.1 A . WORK REQUIRED: 1. Structural Steel. 2. Open Web steel joist 3. Steel beams and trusses 4. Clip and shelf angles 5. Steeple and tower framing. B. MATERIALS, FABRICATION AND INSTALLATION: 1. General: a. Fabrication, workmanship and erection: Execute work in strict accord with drawings, details and approved shop drawings. All work erected square, plumb, true and accu- rately fitted with tight joints. Welding in conformity to specifications - Electric Arc Welding for Buildings - American Welding Society - latest edition. All welding by welders tested and certified by approved testing labora- tory. b. Shop drawings: Submit 3 copies of shop drawings to Architect, for approval, prior to fabrication. 2. Painting: a. In shop all structural steel and miscellaneous iron shall be thoroughly cleaned of loose mill scale, rust and for- eign matter and given one coat of red lead paint, Fed. Spec. TT -P -86. Apply to dry surfaces. b. Bar joists shall be painted in conformity to apecifi.ca- tions of Steel Joist Institute. c. Field welds and abrasions to shop coat shall be spot painted to match first coat. 3. Steel Joists and Trusses a. Size, shape and design as indicated: complete with bridg- ing, bracing, clip angles and steel. bearing. b. Fabricate to requirements of specifications of Steel Joist Institute: Weld bracing and bridging in field. 4. Structural Steel: a. In accordance with Standard Specifications for structural steel for bridges and buildings, #A7 of A.S.T.M., latest edition. b. Fabrication and Erection: In accordance with drawings, details and approved shop drawings and specifications of A.I.S.C. c. All work erected plumb square, true, and accurately fittoi with tight joints. j• • • SECTION 10 - MISCELLANEOUS IRON and METAL WORK A. WORK REQUIRED: 1. Metal ladder. 2. Wrought iron railings in tower. 3. Wrought iron gates. 4. Anchor .rods , 5. Cast aluminum cross on spire. 6. Cast iron column bases. B. MATERIALS FABRICATION and ERECTION: 1. General a. Measurements shall be taken of previously installed cons- truction before fabrication of connecting work. b. Details and specifications of items, for which standard products are available, are representative guides for these items. Standard products meeting these general requirements will be acceptable subject to approval. c. Welding shall be continuous along entire line of contact, except where tack welding is permitted. Where exposed, welds shall be ground smooth. d. Riveting, where exposed, shall be flush unless otherwise specified or. .shown. e. Bolting where permitted, shall be done with proper size bolts. Nuts shall be drawn tight and threads upset. f. Do all drilling, cutting, fitting and punching necessary for erection and the application of hardware. g. Furnish to proper trades, anchors, sockets and all other items for securing metal work to construction. Anchors not shown in detail shall be such as to conform to accept- ed practice as to material, size, form, attachment and location. h. All supplementary parts necessary to complete each item shall be furnished even though such parts are not defin- itely shown or specified. i. Gauge of sheet iron and steel specified herein is U.S. Standard. Installation not shown in detail or specified shall con- form to the standards of the Nationsl Association of Sheet Metal Contractors as published in "Standard Practice in Sheet Metal Work," and shall be subject to approval. 10.1 SECTION 10 - MISCELLANEOUS IRON and METAL WORK (Cont'd.) B. MATERIALS, FABRICATION and ERECTION: (Cont'd.) 2. Materials a. Steel: A.S.T.M. Designation A7 -46 b. Wrou hht Iron: Best commercial quality for purposes re- ® quired. c. Cast Iron: Of best pig iron, straight and true, with mouldings sharp and clean. d. Cast Aluminum: Sand casting, high strength alloy 356 -T6. 10-2 3. Ladder in duct space and tower shall be of steel as detailed. L. Wrought iron gates and balconies in tower shall be fabricated and erected as shown on drawings. Gates shall have hinges, keepers, holdbacks, and a provision for cylinder locks. 5. Spire cross and aluminum base shall be fabricated to details and finished with gold leaf. 6. Cast iron column bases, (ventilated metal plinths) as manufac- tured by A. F. Schwerd' :: Mfg. Co., 3215 McClure Ave., Pittsburgh, Pa. 7. Anchor rods, iron plates, etc. in wood columns.. 8. Contact with dissimilar materials: Where the contact of dis- similar metals may cause electrolysis, the contact surfaces of the metals shall be separated,using not less than one coat of zinc chromate primer and one heavy coat of aluminum pig- mented asphalt paint on each surface; or where deemed neces- sary by the Architect, not less than one course of asphalt saturated cotton fabric, cemented to both metals with flash- - ing cement, shall be used. Finished work shall be cleaned and excess cement shall be removed. 9. Submit three (3) copies of all items specified in the Section for approval by Architect before fabrication. 10. 'Painting: a. In shop all miscellaneous iron shall be thoroughly cleaned of loose mill scale, rust and foreign matter and given one coat of red lead paint, Fed. Spec. TT -P -86. Apply to dry surfaces. b. Field welds and abrasions to shop coat shall be spot painted to match first coat. A. WORK REQUIRED: 1. Built -up roofing. 2. Composition and metal flashing. 3. Metal gravel atop. 4. Guarantee. 5. Clay tile roofing. 6. Spire, tower and column atlas. 7. Tower hatch. B. MATERIALS: For Built-up Roofing) 1. All roofing materials shall be delivered to job in original packages, bearing manufacturer's labels and shall be manufac- tured by BarrettDivision, Allied Chemical and Dye Corp., or approved equal. 2. Roofing Felt: Barrett or approved equal, tarred 15 lb. felt. Pitch: Barrett Black Diamond Pitch; or approved equal. Plastic Cement: Barrett, Elastigum, or approved equal. 5. Sheet Metal: a. Por fleshings and gravel stop. 16 -oz. copper - cornice temper (lead- coated) 6. Roof insulation: 2 "rigid with .19 "C" value 7. Nails: a. Metal to wood: 3/4" brass roofing nails. b. Metal to concrete: 3/14" concrete nails. 8. Gravel: Hard, thoroughly washed, dry, free from dirt and range in size from 1 /14" to 5/8 ". :C. EXECUTION OF FLAT ROOFS WORK: 1. General: a, Roofing contractor shall examine all surfaces on which o» agataast which his work is to be applied and shall notify the architect if for any reason there are defects which he considers detrimental to the installation of his mat- erials. He shall see to it that all defects are correc- ted and all roof surfaces smooth, clean and dry before installing his materials. Application of roofing by th.l contractor shall be acceptance of surfaces. Check details for insulated woofs. b. Pitch shall not be heated above 1400° F and shall be ap- plied between 350° and 375 F. c. Two hundred (200) pounds of pitch shall be used for con- structing each one hundred (100) square feet of completed roof. d. Felts so laid as to be free from wrinkles and buckles so that no pronounced ridges are formed at laps. e. Moppings of pitch used between plies shall uniformly cover entire lapped surfaces so that in no place felt touches felt. f. Prest►ees.'. concrete roof decks shall be Full. stripped where nicessary. 12.1 SECTION 12 - ROOFING AND SHEET METAL 12.2 SECTION 12 - ROOFING AND SHEET METAL (Continued) C.EXECUTION OF FLAT ROOFS WORK: (Conn.) 2. Installation of four -ply built -up roof over areas shall con- form to Barrett's specification for 20 -year bondable roofs. a. Mop roof uniformly with full coat of pitch. b. Over entire surface lay 4 -plies of tarred felt, lapping each sheet 27Q" over preceding one, with full mopping of pitch between plies. c. Over entire surface pour a flood coat of pitch and while hot embed not less than 400 lbs. of gravel for each 100 sq. ft. of roof area. 3. Gravel Stops: To detail, All joints lapped 6" set in mastic and arranged to allow for expansion. 4. Vent Stack Flashings: Install metal pitch pans at all vent stacks which pierce roofing. 5. Counter Flashings: Set in plastic cement in metal reglet form to detail. Wedge securely in place using lead wedges as detailed. 6. Roof Drain Flashings: Set sheet lead flashing to be furnish- ed by plumbing contractor. 7. Roof Insulation: Over Bride's room, Sacristy and rest rooms install 2" rigid roof insulation in accordance with manufac- turer's directions. D. CLAY TILE ROOFS: 1. Entire roof areas shall be first covered with 1 - 30 lb. roofing felt. Felt. shall be applied to have at least a 6" horizontal and vertical lap, with vertical joints staggered and tin- tagged. Felt on ridges shall lap at least 12" both ways. Follow with 90 lb. slate surfaced roll roofing swab- bed with pitch. All roof areas shown as having tile shall be covered with shingle (clay) tile as manufactured by Ludowici - Celadon Co., pattern designer, untrimmed butts. interlocking,full color range scored red tile. AllYtil.e_ tothe set in cement mortar with all joints buttered full, and any further manner in common practice to insure a permanent roof. 2. Gutters, flashing and counter flashing, 16 oz. lead- coated cooper, Gutter linings with no longitudinal seams, joined by 3/4" wide cross seams locked and soldered. Gutters shall be connected to leaders with tubes of proper length. E . SPIRE TOWER AND COLUMN CAPS: 1. Facings and flashings shall be constructed of 16 oz. cold rolled copper sbeets coated on both sides with lead weighing 6 to 7 -1/2 pounds per 100 sq. ft. each side. 'Moulded portions and seams shall be as detailed. Cover sub - surfaces with 30 lb. asphalt saturated roofing felt before installation of copper. G. Column Caps 1. Caps of wood columns shall be flashed with 16 oz. lead coated copper. • • SECTION 12 - ROOFING and SHEET METAL (Continued) E, SPIRE, TOWER AND COLUMN CAPS: 2. CONTACT WITH DISSIMILAR MATERIALS: Where the contact of dissimilar metals may cause electrolysis, the contact sur- faces of the metals shall be separated, using not less than one coat of zinc chromate primer and one heavy coat of alum- inum pigmented asphalt paint on each surface; or where deemed necessary by the Architect not less than one course of asphalt saturated cotton:. fabric, cemented to both metals with flash- ing cement, shall be used. Finished work shall be cleaned and excess cement shall be removed. F. Tower Hatch Cover: 1. Roof scuttle shall be as manufactured by The Bilco Co. New Haven, Conn. Type "S ", galvanized 14 ga. cover. Clean opening 2 x 3t_O" for lodder access. MISCELLANJEOUS SHEET METAL WORK: Sheet Metal items not covered elsewhere in this section shall be as indicated and as required to provide a water -tight installation. Formed sheet metal for metal covered work shall accurately reproduce the the detail and design indicated. Profiles, bends, and inter- sections shall be sharp, even, and true. Joints shall be locked, or lapped, and soldered, as applicable. Reinforcement shall be provided as required. 12.3 A. WORK REQUIRED: • • SECTION 13 - CARPENTRY 1. Forms for poured -in -place concrete, including forming for reglets, etc. 2. Wood framing, bucks, furring strips, etc. 3. Frame -out openings for other trades. 4. Cant strips. 5. Wood preservative treatment© 6. Rough hardware (nails, bolts, anchors, etc.) 7. Exterior plywood (exposed) boat grade hardwood, CS "Premium" face one side. 8. Install millwork (furnished under SECTION 14). 9. Install finish hardware (furnished under SECTION 20). 10. Insulation work. B. MATERIALS: 1. Lumber shall be sound, thoroughly seasoned, and shall be in accord with the Lumber Mfg. Assn. grading rules. 2. Forms for concrete: Form plywood or T & G, No. 2 common pine. 3. Wood preservative: Wollman Salts by American Lumber and Co., Copperized CZC by DuPont. 4. Rough hardware: Nails galvanized for exterior use and common for interior use. Bolts, anchor shield, anchors, etc., as shown on the drawings and required. 5. Framing lumber to be #2 standard structural grade with aver- age fiber stress of 1200 p.s.i. Native framing lumber to bo used, i.e., Douglas Fir, Southern Pine, Eastern Spruce, etc. Lumber shall be sound and well manufactured, free from warp, well seasoned and kiln dried to a moisture content not exceeding 12 %. C. EXECUTION WORK: 1. Forms: a. Construct forms to that finished concrete will conform to shapes, lines, grades and dimensions indicated on the drvw +•4 ings. Make forms substantial and sufficiently tight to prevent leakage of mortar and so as not to deflect under the weight of wet concrete or of construction loads. Box out for all slots, chases, recesses or-openings as shown in the drawings, and as required by the work of all other trades. b. Forms shall not be disturbed until the concrete has hard- ened adequately to carry its own weight and all other loads that may occur. The Contractor shall remove forms at his own responsibility, but ONLY AFTER PERMISSION FOR THEIR REMOVAL HAS BEEN GIVEN BY THE ARCHITECT. 2. Installation of wood framing: a. Frame stud walls straight, plumb and true with studs 16" 0.0. throughout. '4 lftstall cross bridging every 0 of height. Double studs at door jambs and heads - truss open. ings over 6t in width. 13.1 1 3 0 2 SECTION 22 - CARPENTRY (Continued) C. EXECUTION WORK: (Conttd.) Prov a blocking, furring and nailer strips for the ins- tallation of hardware, cabinets, paneling, etc. 3. Wood preservative: Pressure treat all framing lumber with Wollman Salts, with a retention biaimum of .35 ib. per cu. ft. of lumber, or if copperized CZC is used, retention shall be .75 per cu. ft. 4. Installation of Millwork:lInstall accurately in A neat and workmanlike manner, with tight joints, true surfaces, well sanded. Interior trim shall not be erected until:biallding has dried out. 5. Exterior finish plywood: Install over wood sheathing and "sisalkraft" paper vapor barrier. Sheets shall be of sizes to cover entire exposed area in one piece. 6. Finish Hardware: Install all hardware in strict accord with manufacturer's directions, plumb and true, and secured with proper fastenings so as to be rigid and firm. Hardware which might be damaged shall be protected during the progress of the building work. Upon completion, all hardware shall be cleaned and polished and left in perfect operating condition. Install all thresholds and weatherstripping. . '.Cat Walks: Provide 24" wide cat walks where indicated on drawings, constructed of 2" x 10" planks spaced 1" apart, nailed to two 2" x 10" stringers. 7. Cant Strips Provide cant strips and blocking as required for built -up roofing, treated as specified herein. STRIPPING AND BLOCKING. (rui RING. ) a - Wood stripping shall be provided on interior face of all ex- terior masonry walls throughout in finished areas, as well as at interior walls and partitions with surfaces aligning exter- ior walls. Stripping to be of 1" x 2" surfaced material, set straight in alignment and secured in place to take plaster lath or wood paneling. b- Provide blocking for fastening stripping, finish millwork, or secaring work of all other subcontractors, or of work shown but not in this contract. 9. GROUNDS. Provide wood grounds of the exact thicknesses for the types of plastering specified; 5/8" for masonry walls, 3 /4" for metal lath, and 7/8" and 1" for gypsum lath. Grounds set true and plumb, and securely nailed to blocking or other base. Provide grounds for indicated work of other contractors. 13.3 SECTION 22 - CARPENTRY (Continued) D. INSULATION WORK: Provide L" thick mineral wool type insulation securely fastened above acoustical plaster ceilings under pitched roof areas of chapel. Insulation to be installed to form a complete blanket over all areas protected, with vapor barrier laid toward interior areas. Insulation to be similar to Owens Corning Fiberglas roll or batt form, or approved manufacture, having a waterproof, vapor- resistant paper attached with folded flange edges to insure pro- per fastening. Fastening shall be in strict accordance with material manufacturer's instructions, and work under this heading is to include all necessary preparation for the installation. E. UNIT PRICES: Contractor shall state in his proposal the following unit prices: 1. Cost per square foot (contact) for additional wood forms in place. B. MATERIALS: • • SECTION 14 - MILLWORK A. WORK REQUIRED: 1. Door and opening frames and trim 2. Doors. 3. Frames, trim, scribe moulds, shelving, etc. 4. Wood preservative treatment. 5. Cabinets. 6. Windows. 7. Tower. 8. Main and side entrances. 9. Paneling. 10. Wood columns. 11. Shutters. 12. Hardware. 13. Shop drawings. 14. The following are included under other SECTIONS, as indicated. a. Installation of millwork: SECTION 13 NOTE: See drawings for work not in contract to be furnished under furniture contract. 1. Lumber shall be sound, thoroughly seasoned, shall be in ac cord with the Lumber Mfg. Assnes. grading rules, as herein specified, or approved equal. All finish lumber and millwork shall meet premium quality standards as set up by the Architectural Wood Work Institute. 2. Lumber type and grade: a. Exterior Finish "All Heart" (No Sapwood) Western, Red Cedar or Alaskan Yellow Cedar. b. Interior finish, trim paneling, shelves, etc., except as otherwise noted: unselected Birch, Larch or Yellow Poplar for painting. 3. Doors: As detailed and scheduled on drawings. 4. Wood preservative: "Woodlife," as distributed by A.H.Rainsey and Sons, Inc., or approved equal. 5. Hardware for cabinet work shall be furnished under Hardware allowance and installed_by this Cdntractor. 6. Laminated Plastic: Formica, Texolite, or approved equal. C. EXECUTION OF WORK: 1. Shop drawings: Submit shop drawings to Architect for approval of all millwork. 14.1 • • SECTION 14 -- MILLWORK (Continued) C. EXECUTION OF WORK: (Conttd) 2. Workmanship and Assembly: Exterior Finish a. Work Assembled at the mIII and de- livered ready for erection. When it is necessary to cut and fit on the job, the material shall be made with ample allowance for cutting. All work made in accordance with measurements taken at the job. b. All exposed surfaces sanded to an even smooth surface, ready for vinish. c. Exterior doors shall be Idaho White Pine, Frames Cedar as specified under materials. All doors shall be solid, bonded with waterproof glue,Transom bars built up as detailed. 2. INTERIOR FINISH All interior finish shall be premium grade formed of materials specified above and delivered at the building ready to set in place. The material shall be worked in the best manner known to the trade; tenoned, dowelled, blocked and glued together so as to avoid the use of nails as much as possible; mouldings shall be clean cut, sharply defined and miters accurately made. All joints shall be made on the miter as far as possible. Plain butt joints without an approved device for preventing separation at joints will not be accepted. Nails and screws where necessary, shall be concealed. All nailing shall be concealed. All nailing shall be blind nailed wherever possible, but where not possible, the nailing shall be located and driven so as not to be visible in the finish. All interior woodwork, except as noted, shall be prepared for painting finish. All inside casing shall be in one length. NOTE: Interior trim shall not be brought into the building until the plastering has dried out. 3. Wood preservative: Treat all lumber, doors, and cabinets by dipping in wood preservative for not less than three minute: for each inch of thickness. Apply two dripping brush coats of preservative where lumber is cut during assembly or installation and to that portion of lumber coming in contact with masonry. Provide cabinet in Sacristy with doors, shelves and rawers as detailed. Counter shall have inserted sink in 1 ply- wood with laiinated plastic top, backsplash and facing. 14.2 • SECTION 14 -- MILLWORK (Continued) 3'. EXECUTION OF WORK: (Cont'd.) 5. Double hung and fixed sash and frames. a. Frames as specified for other millwork. b. Sash, premium grade quality, muntin bars coped, mortised and tenoned. c. Sash in Nave 24" thick, non operating. d. Double hung sash in Narthex operating, 1 -3/4" thick. Install with balances and hardware furnished under hard- ware allowance. e. Circular sash in Narthex 1 -3/4" thick, non operating. f. Sash to match, adjacent doors as detailed in Sacristy and Bride's room. 6. Miscellaneous ornamental items and mouldings. a. Interior and Exterior - carved mouldings, pediment heads, urns, etc., shall be as detailed. b. Stock mouldings shown on drawings are identified by number as manufactured by Bendix Mfg. Co., 192 Lexington Ave., New York, N.Y. All other carving and, mouldings are of special design and shall be furnished as detailed. c. Exterior - wood columns shall be manufactured by A. F. Schwerd Manufacturing Co., 3215 McClure Ave., Pittsburgh, Pa., in accordance with Architectsfdetails. Columns of 2'" stock, Northern White Pine, all joints, glued under pressure. Wood life treated and primed two coats of paint by manufacturer. Plinths cast iron, as specified in Section 10. d. Furnish pre-finished and install "West Indies Shutters," on windows in Nave as detailed on drawings and manufac- tured by Sistrunk Inc., 401 N.W. 71st St., Miami, Fla. complete with solid brass hardware. 14.3 • • SECTION 15 - CAULKING A. WORK REQUIRED: 1. Caulking all exterior openings. a. Caulking "setting beds," included under other SECTIONS. 2. Thresholds and weatherstripping. a. Installed under SECTION 13. B. MATERIPJ : 1. Caulking compound: "Pecora" or equal non - staining compound. C. EXECUTION OF WORK: 1. Caulking a. Caulking material shall be applied under pressure by special gun or otherwise as approved. Joints over 3/8 ". in width packed with oakum to within 1/2" of face surface before applying caulking compound. Where stone occurs, the joints shall be first sized with a material provieed by the manufacturer of the caulking compound. b. Caulk all exterior door and window frames and all other weathered openings shown on drawings. Remove staff beads as directed before application of material and re- place same after caulking is completed. c. Caulk a7.1 stone joints specified under "Stone Masonry" and "Flagstone" specifications. 15.1 SECTION 16 -- LATH, PLASTERING and STUCCO A. WORK REQUIRED: 1. Gypsum Lathing. 2. Suspension System. 3. Wire Lathing. 4. Plastering. 5. Stucco. . MATERIALS: 1. General: a. All manufactured materials delivered in original pack- ages, containers or bundles bearing the name of the manu- facturer and brand. b. A11 cementitious materials must be kept dry until ready for use, must be kept off the ground, under cover, and away from sweating walls or other damp surfaces.' 2. Sand: Standard Specifications of the A.S.T.M., CC 35, latest edition. 3. Water: Clean, ous amounts of 4. Gsum plaster: unfibered. fresh and free from oils, acids and injuriz alkalies or organic matter. Fed. Spec. SS -P -402, type N., fibered and 5. Keenes Cement: Gold Bond Best Brothers Regular or Fast finis Keene's Cement, or approved equal. 6. Lime: Gold Bond Hydrated Finish Lime, or approved equal. 7. Masonry Cement: Fed. Spec. SS -C -18 lb type 1. 8. Portland Cement: Fed. Spec. SS -C -192, type 1, domestic manufacture. 9. Waterproofing: Sec. #1, or approved equal. 10. Gypsum Lath: Fed. Spec. SS- P -431a, 3/8" thick. 11. Metal Lath: Fed. Spec. QQ- B -101c, type F, expanded metal, small openings, or welded or woven wire,(not lighter than 19 gauge) 2a mesh per inch, all zinc coated. 12. Corner Beads: Zinc, expansion type. 13. R der Channels: Cold rolled steel; 1e with prime coat of paint weighing 475 lbs. per 1000 lin. ft. 14. Furring Channels: Cold rolled steel; 3/4" with prime coat of paint weighing 300 lbs. per 1000 lin.ft. 16.1 SECTION 16 -- LATH, PLASTERING and STUCCO (Continued) B. MATERIALS (Conttd) 15. Ceiling_Han #9 ga. galvanized wire. 16. Acoustical Plaster: "Audicote Acoustical Plaster" 17. Ornamental Plaster: Run plaster and cast mouldings. C. EXECUTION OF WORK: 1. Preparation for Lathing Suspended Ceili a. Runner channels 40 -0" o.c. with hangers 3 Saddle tie hangers to runner channels. b. Furring channels 16" o.c. wired to runner channels with two strands of 16 gauge galvanized tie wire. c. Special curved forms and light cove assembly in Chapel. 2. Lathing Metal: a. Metal lath applied with long dimension of sheet across supports and lapped at sides not less than 1/2" and ends not less than 1 ". End laps of sheets should generally occur only over supports, if between, ends shall be se- curely laced together. Metal lath shall be securely wired to furring channels or nailed to wood studs. 3. Lathing Gam: . a. Gypsum lath suspended from furring channels with U.S. Gypsum Co. Brace -Tite field clips and starter clips BT -1. b. Nail to watod studs or furring strips long dimension of sheet across supports with joints broken. Nails not more c , than 5" o.c. Transverse joints between lath broken. Lath shall not be butted tightly together or more than i/4" apart. 4. Lathing :General: a. Corner beads at all external corners of plastered sur- faces. b. Apply wire lath 3" on each surface at internal corners. c. Metal lathing and supports in accordance with standard specifications of Metal Lath Manufacturer's Association. 5. Plastering: a. General: 1) Material which has partially set shall not be re- tempered or used. Caked or lumpy material shall not be used. The mixer or mixing box and tools thorough- ly cleaned of all set or hardened material before materials for new batch are leaded. i 16.2 o•c• • • SECTION 16 -- LATH, PLASTERING and STUCCO (Continued) C. EXECUTION OF WORK: (Cont'd.) 2) Concrete surfaces shall have sufficient roughness to pro- vide proper bend. If surfaces are not rough, they shall be hacked or bush hammered, or a dash coat of cement, grout, composed of 1 part cement to 12 parts sand, mixed to a mushy consistency shall be used. 3) All masonry surfaces broomed off and evenly wetted, not saturated, immediately before the plaster is applied. 4) Finish coat applied to dry, hard base coat. Sprinkle base coat lightly with water if necessary. b. Gypsum Plaster. 1) Brown coat: 1 part gypsum neat plaster and not.more than 3 parts sand, by weight. Apply brown coat up to screeds or grounds, well rodded, screeded and floated with all angles true, straight and plumb, and just back of the grounds. First coat on gypsum lath. 2) Plaster finish coat: Mix 100 lbs. Regular Keene's Cement 400 lbs. of sand, 70 qta. of lime putty. Scratch in thoroughly and double back to an even surface. Float sur- face with ruaber_Flo$t to true even surface free from slick spots. 3) Smooth Plaster finish coat: Mix 100 lbs. of Fast Finish Keene's cement and 70 qts. of lime putty. Scratch in thoroughly, double back and fill out to true even plane. Allow to draw a few minutes, wet trowel to a hard smooth surface. Continue trowelling as finish starts to set. 1}) Ornamental run plaster moulding shall be straight and true to details shown. Sections of dentils or special shapes may be cast sections. No joining may snow after installa- tion. c. Cement Plaster: 1) On Masonry: (Interior Stucco) a) Two coat job required. b) Use same mix as specified for finish coat of stucco and float surface. c) Fill in low spots in masonry and double back bringing entire area to a smooth even surface. 2) On Metal Lath: a) Three -coat job required, mix for all coats same as stucco. b) Apply first coat with sufficient pressure to obtain good key, lightly covering lath. Scratch surface. Hair may be added to mix for this coat. c) Apply second coat to true even plane just back of surface of screeds. Darby and broom surface. d) Apply third coat to true even plane even with screeds and float surface. 16.3 • • SECTION 16 -- LATH PLASTERING and STUCCO (Continued) C. EXECUTION OF WORK: (Cont'd.) 6. Stucco: On Masonry: a. Scratch coat: 1 part Portland cement, 1 part masonry ce- ment mixed with a minimum of 5 parts to a maximum of 6 parts sand. Apply with-sufficient pressure to form a good bond,fill out low places, double back to produce un- iform even surface. Scratch uniformly. b. Finish coat: Use same mix as above and add waterproofing according to manufacturerts directions. c. Clean and evenly wet masonry surfaces before applying stucco, applying following coat: Keep finish coat damp for at least 4 days and allow to dry out. d. Finish coat shall be given float finish. 7. Preparation for Tile Work: a. Apply metal lath and scratch coat of cement plaster behind all tile wainscots and base. 8. Acoustical Treatment. "Audicote" Acoustical Plastic. a - Application: The ceilings where shown or called for, shall be treated with the acoustical material specified, applied in one troweled coat, and one sprayed on, to a total thickness of 2", in accordance with the manufac— turer's directions. The acoustical material shall be applied directly on the brown coat. The last coat shall be sprayed on. b. Finish: At completion of the acoustic treatment, the surface shall be sprayed with two coats of Texolite Stand-. and Paint (casein flat paint ) or approved equal, of selected color, furnished and applied by the painting contractor to the approval of the acoustical treatment contractor. See "Painting" specification. 9. Sound Deadening Treatment: — 'cam ial room and Janitor's room where indicated on plans with sprayed on plaster base 1" thick as furnished and installed by Acousti Corp., of Miami. Over lower 5t of walls apply two coats of Keene cement plaster. Apply 51 apply 12" of asbestos to all walls Asbestospray to all walls and ceiling. 16.4 • • SECTION 17 -- TILE and MARBLE WORK A. WORK REQUIRED: 1. Ceramic Tile Floors and Wainscots 2. Marble Thresholds. 3. Marble Copings and facings 4. Marble Toilet Partitions 5. Date and Name Stone B. MATERIALS: 1. Specifications for the following materials are in SECTION 6 CONCRETE AND CEMENT. a. Delivery, storage and handling. b. Water. c. Portland Cement. d. Lime. 2. Specifications for the following materials in SECTION 8 - -- MASONRY. a. Sand. 3. White Portland Cement: Non - staining, waterproofed, conform- ing to A.S.T.MO requirements for Portland cement. 4. Floor Tile: Unglazed commie mosaic - porcelain type Cambridge floor file, color and pattern as selected, 1" xl" flat size, 5. Glazed Ceramic Wall Tile: Cove base, fullnose cap and field tile, Cambridge 1" x 1 ", standard grade glazed as indicated with fittings. 6. Marble Thresholds: Georgia white, or approved equal. 7. Marble facings, Copings and Stone Work: Alabama White in accordance with approved samples. 8. Toilet Stalls: "Stallpack" units. 9. NOTE: All tile and marble shall be as distributed by Inter- :.. state Tile and Marble Co., 4031 N.W. 2nd Ave., Miami, Florida. C. EXECUTION OF WORK: 1. Tile Work: a. Preparation of surfaces to receive tile: Concrete surfaces thoroughly cleaned and all coatings removed that might impair bond. Surface wetted before laying tile. When ready to lay tile, sweep off excess water and brush neat cement grout over area to receive mortar setting bed. b. Tile on horizontal surfaces: 1. Mortar setting bed of 1 part cement and 3 to 4 parts sand shall be bonded to concrete sub - floor. It shall be not less than 314" thickness, spread until the surface of setting bed is absolutely true and even in plane, either levelled or uniformly sloped for drainage, as required. As large an area 17.1 SECTION 17 -- TILE and MARBLE WORK (Continued) C. EXECUTION OF WORK (Cont'd.) • • as can be covered with tile before the mortar has reached its initial set shall be placed in one operation. When more setting mortar has been spread than can be thus covered, the unfinished portion shall be cut back to a clean bevelled edge and removed. 2. Dry neat cement shall be uniformly hand dusted over suf- face of mortar setting bed immediately preceeding sett- ing of tile. Tile placed upon and firmly pressed and beaten into mortar until exactly true and even. Tiles laid to a straight edge at regular intervals. 3. As soon as the cement mortar beds have sufficiently set, tiles shall be washed with clean water and the joints between the tile grouted. c. Tile on vertical surfaces: 1. Mortar setting bed or float coat of 1 part sand, 1/2 to 1 part lime putty and 3 to 4 parts sand shall be applied only in such quantity as can be covered with tile before the initial set of the mortar. 2. After mortar setting bed has been floated flush with guide strips, a skin coat of neat cement mixed with water shall be trowelled to the setting bed or to back of each tile unit, immediately before tiles are placed. Tiles firmly secured in place and beaten in with all finished surfaces brought to true and plumb planes. 3. As soon as mortar setting bed has sufficiently hardened, tile shall be well washed with clean water prior to grouting. d. Joints, grouting and point: 1. Grout: Neat, waterproofed white cement, a mixture of neat white cement and lime putty, or a mixture of neat white cement and integral waterproofing compound (in proportions recommended by the manufacturer). The grout mixed with water to a consistency of thick cream. 2. Pointing mortar: 1 part waterproofed cement and 2 parts sand. 3. Grouting or pointing for all tile forced into the joints by trowelling, or some suitable method and finished flush and true. All surplus mortar removed before it has set or hardened and face of table left clean. e. General: 1. All tiles thoroughly soaked in clean water before being set. 2. All tile work so laid out that no tiles less than half full size occur. 3. The completed work free from cracked, damaged or broken tile. 4. Upon completion, all tile work thoroughly cleaned in an approved manner. 17.2 SECTION 17 -- TILE and MARBLE WORK (Continued) C. EXECUTION OF WORK: (Cont'd..) • • 2. Marble Work: a. Al?. work shall be in accordance with Marble Institute of America, Inc., Standard Specifications, except as otherwise indicated or specified. b. Shop drawings: Prepare and submit, prior to fabrica- tion, three (3) prints of shop drawings for Arch1 tect's approval. c. Setting marble: Joints for exterior marble, not to exceed 1/8 ", interior marble 1/16 ", point with neat white Portland Cement, properly anchor at setting cement spots. All concealed anchors and attachments are to be rust - resistant and corrosion resistant met- als. Setting cement to be non - staining Portland Cement and accelerator or bonding cement. 3.. Floor mounted toilet enclosures: a. General Toilet compartments shall be Stallpack marble units as manufactured by the Carthage Marble Corporation, Carthage, Missouri. There shall be no posts or head - rails. b. Marble Stiles and partitions shall be of Ozark Grey Veined marble for the men's toilet, and white marble as sel- ected by Architect for women's toilet, polished and drilled for Installation. Include urinal screen in men's toilet. c,. Metal doors Doors shall be flush construction of 22 -gauge cold rolled Steel, 1" thick, with fibre board cores cem- ented under pressure to the inner metal surfaces. Face plates of doors shall have die - formed moulding, mitered and welded at corners. Doors shall be galv- anized, bonderized and coated with a rust - resistant synthetic primer followed by snythetic enamel baked at high temperatures. Color as selected by Architect. d.. Hardware Compartments shalt be fitted with combination keeper and bumper, gravity hinge, slide bar latch, coat hook with rubber- tipped bumper, clip angles with cap natty and brass rods, and paper holder. All hardware shall be of non-ferrous metal, chrominum plated. Name & date stone: a. Stone shall be polished white marble as shown on draw- ings, L" thick, with the letters, "Hattie Henderson McArthur Memorial Chapel - 1965" incised. 17.3 • • SECTION 18 - COMPOSITION FLOORING A. WORK REQUIRED: 1. Vinyl Asbestos tile floors. 2. Cleaning and waxing. B. MATERIALS: 1. Vinyl Asbestos - First quality - 9" x 9" x 1/8 ", Fed. Spec. L- Tm003Lt5 (Com -NBS) . Marbelized colors - Uniform thickness, accurately cut with square edges. 2. Mastic: Waterproof type as recommended by manufacturing of tile. 3. Wax: As recommended by tile manufacturer. C. EXECUTION OF WORK: 1, Apply in accordance with tile manufacturer's directions. 2. This Contractor shall check and approve surface before com- mencing work, and shall clean concrete and fill cracks or holes which will be injurious to tile. 3. Store tile and adhesive in rooms at minimum temperature of 70o for at least 24 hours before installation. Maintain temperature during and for at least 24 hours after instal- lation. L}. Use primer if necessary. 5. Lay tile symmetrically in rooms with tile at walls not less than 1/2 tile. 6. All adhesive appearing on the surface shall be removed, using cleaner recommended by the manufacturers, and shall be broom clean, free of all waste. 7. Wash, wax and machine buff, not less than two weeks after installation. 18.1 B. MATERIALS: SECTION 19 - GLASS and GLAZING A. WORK REQUIRED: 1. Mirrors 2. Glass and glazing of doors and windows. 3. Leaded glass. 4. Medicine cabinet. 19.1 1. Clear Glass - Double strength "B" quality, in all window sash ors. Waves in panes to run horizontally. 2. Leaded Glass. Tinted glass of selected colors to be prov- ce - n ransom over main entrance door in accordance with detail on drawing. Lead comes as shown to be neatly mitred and joined. 3. Mirrors - Polished plate glass 1/4" thick, waterproofed on ack, equal to the product of Pittsburgh Plate Glass Company. 4. Glazing Compounds - Shall be as manufactured by Pecora or equal for wood sash. 5. Samples - Submit for approval, samples of all materials. C. GLAZING: General: Bed all glass exposed to the outside in glazing com- pound, well sprigged and back - bedded. Carefully bed beads, where used. Glass in sash and doors put in with beads furnished by others:: Bed beads on both Glaze wood doors and windows after one field coat of paint has been applied. MIRRORS: Provide polished plate glass 16" x 20" mirrors over each lava- tory in men's toilet and in bride'p room, of sizes .indicated on drawings. Mirrors shall have bevelled edges and applied with chrome - plated clips fastened with ornamental chrome - plated bolts or rosettes. For location, see Architectural drawings. E. MEDICINE CABINET: Furnish and install medicine cabinet over lavatory in women's toilet, Miami Carey, Master Model 2030. F. CLEANING: Remove all labels and paint, and leave all glass clean and in perfect condition. • • SECTION 21 - FINISHING HARDWARE A. WORK REQUIRED: 1. Furnish complete all finishing hardware required in accord - dance with the drawings, and as specified and required,sub- ject to approval. The Contractor shall include the sum set up in Section 2 under "Allowances," for the purchase of the finishing hardware. Owner shall select the hardware and shall be credited with any saving as the selection may war- rant, or will :Hake up the difference if the purchase price shall exceed the allowance. The Contractor will procure proposals and submit for approval. Hardware shall be delivered to the job in unbroken packages and fully scheduled. B. TYPE OF HARDWARE: The products of Sargent or Corbin. 1. Metal: Brass (finish to be selected) 2. Butts: Ball bearing for principal doors. Interior butts generally painted. Three for all doors except two for minor closet doors. 3. Panic Exit Devices: Where required by law. L. Locksets: All entrance doors with function required by regulations. All pasaage doors. Closet doors where design- ated. Cylinder locks, each with 2 keys. All locks Master - keyed to function with the system in the existing building. 5. Latchsets only: Closet doors not otherwise specified or required. 6. Floor hinges: Rixson checks or equal whore called for in door schedule or shown on plans. 7. Cabinet Hardware: Miscellaneous minor hinges, catches, drawer pulls etc., for cabinets. 8. Door closers: As elsewhere required for interior doors. Key adjustment, brackets where required. Mortised door checks, LON or equal, where noted. 9. Miscellaneous: Provide door stops, bolts, push plates, pulls, kick plates, holders, coat hooks, etc., as required. 10. Thresholds: Extruded aluminum or brass as required. Cut for floor hinges where required. 21.1 • • SECTION 22 - PAINTING A. WORK REQUIRED: 1. Painting and finishing: a. Exterior exposed masonry and concrete. b. Exterior stucco. c. Exterior woodwork. d. .Exterior sheet metal. e. Exterior metal work. f. Interior exposed masonry and concrete. g. Interior plaster. h. Interior woodwork. i. Interior galvanized and primed hardware. 2. Painting or finishing of the following not required: a. Brass and bronze. b. Plated materials. c. Other surfaces which are manufactured with finish. B. MATERIALS: . 1. Kind: All paints, enamels, varnishes, etc., shall be the b est representative kinds manufactured by Pittsburgh Plate Glass co., or their approved equal. The materials shall be delivered to the job in the original containers. 2.. Samples: Provide samples for approval of all materials and colors as required. C. EXECUTION OF WORK: 1. Workmanship: a. All materials shall be applied by skilled mechanics and shall be evenly and smoothly flowed on, leaving no superfluous material, sags or runs. b. A11 work shall be clean -cut and all dividing lines that separate colors shall be straight. c. It shall be the responsibility of the Painting Contract- or to examine all surfaces affected by this contract prior to the application of any paint materials. If.. surfaces to be painted are not properly prepared by the General Contractor or sub-contractors for receiving paint, no paint materials shall be applied until sur- faces have been properly prepared. If painting goes bad on accepted surfaces it shall be the responsibility of the Painting Contractor to remedy the condition to the satisfaction of the Owner. 2. Protection of surfaces not to be painted: a. All surfaces not to be painted are to be left clean and free from paint. 3. Storage and mixing of paints: a. Storage and mixing of paint shall be confined to one room or one specified area of the building. 22.1 C. EXECUTION OF WORK: (cont'd.) SECTION 22 - PAINTING (Continued) 14. Materials: a. All materials used on the job by the Painting Contractor shall be delivered to the job in original sealed con- tainers by the Vendor, and it shall be the responsibilit' of the Painting Contractor that material in these pack- ages is as labeled. 5. Colors: a. Each coat of paint as called for in this project shall be varied sufficiently in shade to distinguish the var- ious coats of paint. b. The Architect will designate the finish color of paint. b. Inspetton •'.end `Approval: a. Special attention is called to the following .information in regard to necessary inspections and approvals prior to application of materials. 1) Before any paint materials are applied after prepa- ration has been oompleted. 2) Between all coats - prior to the application of next coat of paint materials. (Caulking and puttying to be included.) Failure to get approval between coats shall nullify all credit for coats previously applied. Appl iostion (General) : a. All individual coats of paint shall be applied in such a manner as to give full coverage. b. The term "Full Coverage" shall be interpreted to mean applying paint over all surfaces in a manner which gives uniform color and sufficient density that it is opaque and all paints shall be applied in this manner. o. All wood and metal surfaces are to be sanded smooth be- tween each .--:!!% coat of paint material applied. This does not apply to surfaces which are to be finished with exterior house paint. d. The term "smooth" shall be interpreted to mean free from all roughness, ridges and projections on the surface. e. In the case of surfaces where pitch or resin has leac through, same shall be removed and surface affected shall receive a heavy coat of approved shellac prior to the application of other paint materials. f. All areas to be caulked shall be back primed with two coats -. of apj .roved stucco oil paint prior to the applica- tion of any caulking. g. All nail holes, cracks and other cavities shall be primed with an approved wood primer and then puttied flush with original su .rfaces. 22.2 SECTION 22 - PAINTING {Continued) C. EXECUTION OF WORK: (Cont'd.) 8. Time limit for drying of all paint materials prior to appli- cation of succeeding materials. a. All paints, varnishes, lacquers, enamels and other mate- rials shall be "bone dry" before succeeding materials are applied. This applies to back - priming prior to caulking or puttying. b. Putty: (Wood sash) A minimum of ninety -six (96) hours is allotted to the drying of all putty applied to wood sash. c. Caulking, a minimum of ninety -six (96) hours is allotted to the drying of all caulking prior to the application of any paint. 9. Priming: Exterior and interior millwork shall be primed all over upon arrival at the project. Touch up all abraded parts of prime coat on metal or apply prime coat, if necessary, be- fore applying any finish coats. 10. Exterior Work: o • • First Coat - Exterior Second " ; Exterior Third " Exterior by Architect. (Ferrous only). a. Woodwork. b. Metal Work Shop Coat - Second " - Third it - co Copper. Copper shall be thoroughly cleaned, free from dirt and grease and absolutely dry. If possible, the copper shall be permitted to weather for at least one month after application before being painted. First Coat - Lead Base Paint Second " - Lead and oil Third " - Lead and oil, color selected by Architect. d. Structural Steel. Structural steel which is exposed only shall be painted. First Coat - Shop coat red lead and linseed oil. Second " - Lead and oil Third " - Lead and oil; Color selected by Architect. e. Brick and Masonry. First Coat - P V A Emulsion Masonry Paint Second " - P V A Emulsion Masonry Paint; color selected by Architect. Primer Enamel Enamel; Color selected Red lead a linseed oil applied before leaving Lead end Oil shop. Lead and Oil; Color selected by Architect. 22.3 SECTION 22 - PAINTING (Continued) C. EXECUTION OF WORK (Conttd.) 11. Interior Work. a. Wood Trim and Doors First Coat - Second " Third " - b. Metal Work: First Coat - Second " Third It - Enamel Undercoater. Enamel. Enamel; Color and gloss selected by Archi- tect. Enamel Undercoater Enamel Enalem;Color and gloss selected by Architect. All exposed conduit, piping, ductwork, hangers, supports and other metal surfaces in unfinished areas, except polished or factory finished, shall be thoroughly cleaned wire brushed if necessary, and painted two coats of lead and oil paint. Final coat shall be tinted to conform with adjacent painted surfaces or as directed. c. Acoustical Treatment (Audicote Acoustical Plastic). Finish: At completion of the acoustic treatment, the surface shall be sprayed with two coats of "Texalite" Standard Paint (casein flat paint) or approved equal, of selected color, furnished and applied by the painting contractor to the approval of the acoustical treatment contractor. d. Plaster: All plastered walls and ceilings, except Acoustical Plastic, shall be neutralized with zinc - sulphate. Blemishes in plaster shall be repaired with Spackling Compound, sanded smooth and spot primed. First Coat: Primer - Sealer Second " P V A Flat emulsion Paint Third " P V A Flat Emulsion Paint; Colors to be selected by Architect. (Keenets cement shall be finished semi - gloss.) e. Ex osed block and concrete. First Coat: Emulsion Block Filler Second " : P V A Flat Emulsion Paint. 22.!4 9 • ELECTRICAL A. WORK REQUIRED 1. General: The work under this heading shall be done subject to the general conditions and specific conditions of the entire specification, whether attached hereto or not. This Contrac- tor is notified to refer thereto, and will be held responsible for all requirements made therein. 2. Systems: This Contractor shall furnish all materials, labor and equipment for the electric work for the new building as shown on the accompanying drawings and as hereinafter specified. 3. Scope of Work: The specifications and drawings are intended to provide for the complete installation of: a. A temporary wiring system for use of all trades during construction. b. A complete lighting and power system including furnishing, the hanging and wiring of all lighting fixtures, complete with lamps. c. Connect all motors. d. All electrical work and materials incidental to the mech- anical trades for a complete working installation of their equipment. e. All necessary panels, switches, conduit, wire, etc. as required. f. Conduit system with terminal cabinet for concealed tele- phone service. g. A complete public address system including speakers, wir- ing, conduit, amplifier, etc. h. A dimming system for chapel lighting. i. Lightning protection for steeple. J. Electric baseboard heaters in sacristy and lounge. k. AC power and control wiring. 1. The preparation of "as- built" drawings. m. Connections to all equipment furnished by others. In general, the Electrical Contractor shall supply and in- stall all conduit, wiring, fittings, etc., up to and in- cluding the disconnecting means for all equipment. Beyond this point, he shall supply all incidental conduit, wiring, fittings, etc., and shall install same between disconnect devices and controllers. However, controllers specified by catalog number are to be furnished by the Electrical Contrac- tor. The Electrical Contractor shall determine if the equip- ment as furnished by others for connection to the electrical system is of the proper size, type and rating to conform with the regulatory standards. Equipment furnished by others found to be deficient or improper shall be brought to the attention of the Architect and /or Engineer. 4. Site Investigation. Co- operation. Supervision Rules & Re - ulations Notices & Permits, Cutting & Patching, Cleaning - Up, Guarantees, Water - Proofing, Substitutions, Etc. See Architectural general and supplementary conditions. 5. Inspection and Tests: The final inspection and tests shall be made only after the Owner shall be satisfied that the work described in these specifications has been completely in- stalled in accordance with the true spirit and intent of these specifications. The acceptance of the work herein specified shall not in any way prejudice the Owner's rights to demand replacement of defective materials and workmanship. The Contractor shall provide all instruments, special appara- tus and expert services to make all necessary tests to show that the system is absolutely clear of grounds, short cir- cuits and is properly installed to meet all requirements of these specifications. B. MATERIALS 1. General: All materials shall bear the inspection label of the National Board of Fire Underwriters; sub - standard material will not be considered under any condition. 2. Switches: All sub -main and disconnect switches, fused or non - fused, shall be heavy duty as manufactured by G.E., Westing- house or Bull Dog. The enclosures shall conform to location. Current rating of switch shall be not less than 80% of the manufacturer's rating of the switch based on copper at 1000 amps. per square inch cross section. All switches shall be neatly labeled with red enamel to show the equipment controlled. Non - renewable cartridge type fuses shall be used in all fused switches. Mount all individual switches with 1/4" spacers behind same and grouped switches on 3/4" plywood backing painted flat black and rigidly fast- ened to the wall with bolts. General Contractor to furnish painted plywood. 3. Panelboards: a. Distribution panels shall be equal to Continental, West- inghouse, Walker, Frank Adams, Federal Pacific, or G.E. as selected on the plans. b. The lighting panels shall be NPAB -3 breaker type for 120/ 240 volt, single phase, three wire solid neutral operation, flush or surface mounted as shown on the plans and as man- ufactured by the above noted manufacturers. c. All panels shall have locking catch and keys, glass en- closed directory frame on each door, and typewritten directory card on each hinged door. d. Furnish shop drawings for approval on all distribution and lighting panels before purchase. e. Mount all individual surface boxes with 1/4" spacers be- hind same. 4. Conduit and Electric Metallic Tubin a. Rigid galvanized iron conduit shall be hot dip galvanized threads and zinc chromate coating inside and out, equal to Pittsburg, Triangle, Sheet & Tube, or Republic, and shall be used for all feeders and for branch circuits underground, under -slab, in masonry walls or in poured concrete. No reduction in conduit sizes due to the use of smaller diameter wire will be permitted. All bends or offsets greater than 90 degrees in rigid con- duit smaller than i ", shall be made with bench type bender. All bends in rigid conduit above 1" shall be made with manufacturer elbows. All conduit must be cut square, reamed smooth and properly threaded to receive couplings. Joints are to be made up with white lead or ZRO joint compound applied to the male threads only. All conduit ends at panels, sheet metal enclosures etc. larger than 1 ", shall be fitted with OZ type "A" fibre bushings and locknuts both sides of en- closure. Galvanized malleable iron bushings and iocknuts shall be used at all other pullbox or junction box ter- minations. Apply zinc chromate and paint all field cut threads after joints are made up. All conduits must be thoroughly swabbed out to remove moisture before wires or cables are drawn in place. b. Electric Metallic Tubing: All branch circuits shall be run in electrical metallic tubing, where same are run in furred ceilings, exposed or in stud walls. Use adapters to conduit where entering concrete or masonry. All tubing shall be coupled with threadless compression type connec- tion. Bends in electric metallic tubing shall be as for rigid conduit. All electrical metallic tubing shall be equal to that manufactured by Pittsburg, with zinc chromate coating. c. Aluminum Conduit: If aluminum conduit is substituted for feeder raceways, cadmium plated fittings shall be used at metal enclosure terminations and joints shall be made up with a graphite bearing grease applied to male threads only. d. Flexible Conduit: All connections to motors and vibrating araTITTET=TETTrbe made with flexible conduit. 1. Greenfield Cable - for dry locations. 2. "Sealite" or equal for all weather, oil or moisture exposed locations. Use special "Sealite fittings. 5. Wi_ring_: A complete wiring system with all feeders, mains and ranc es as shown on plans and riser diagrams shall be in- stalled. Branch circuit wiring, unless otherwise indicated on plans, shall be "TW" and feeders shall be "THW ". Rubber cords shall be 600 volt insulated with not less than 67% neoprene, type SO, equal to G.E. #SL- 53028. The conductor shall be of cop- per, having a minimum of 98% conductivity. Tinning shall be goverened by the Standards of the Underwriters' Labor- atories, Inc., according to the type of insulation used; specified gauges refer to A.W.G. At each fixture outlet, a loop or end of wire not less than eight (8) inches long shall be left for connecting to fix- tures. Wire shall be equal to that manufactured by the Gen- eral Electric Co., Phillips Wire Co., General Cable Co., Habir Shaw Co., American Steel & Wire Co., or Okonite. Wiring for Public Address system shall be #20 or larger, twisted pairs of stranded copper having 1/64" PVC insulation. Microphone cable shall be high quality, low impedance with overall closely woven braid, two wire shielded with PVC jacket. Wire and cable for intercom system shall be as furnished by manufacturer of equipment. 6. Wall Switches and Receptacles: All tumbler switches shall be 0 amp., single pole, Sierra 5021 and 5023 or equal. The switches shall be "T" rated for type C lamp loads. Duplex and single receptacles shall be Sierra 1402X and 1202X or equal. All plates shall be smooth plastic plates - Sierra P -line, color to be selected except for the two 3 -way swit- ches at the rear of the chapel. These plates shall be spec- ial finish bronze to match door hardware. Telephone plates shall be strap mounted. 7. Outlet Boxes and Fittings: All outlet boxes shall be double dipped galvanized steel, 4" X 4" square, installed where required. Boxes shall be not less than 12" deep, except for wall switches which boxes shall be 2" deep. Fixture outlet boxes shall be equipped with "no- bolt" fixture studs. Outlet boxes installed in plastered walls or ceilings shall have plaster rings. Outlet boxes to be G.E., Steel City or Appleton. • • Extra large boxes shall be provided in accordance with N.E.C., in lieu of sizes specified, where necessary in order to prevent undue crowding of wires. Weatherproof receptacles shall be housed in cast iron boxes equal to Crouse Hinds F.D., with rounded corner finished plates net to project beyond boxes. Weatherproof receptac- le covers shall be Crouse Hinds #DS 10 gauge. 8. Lighting Fixtures: The lighting fixtures are scheduled on the plans.(See fixture specifications supplement below.) All fixtures shall be supported in a manner approved by the Engineer. The Electrical Contractor shall furnish all metal bars, channels, hangers, etc., required in suspended ceil- ings. No wood backing secured to concrete or steel will be accepted. All fixtures shall arrive on the job completely assembled in individual cartons, completely wired at the factory. Each fixture shall be furnished complete with lamps. 9. Public Address System: Speakers - Electrovoice #SP -8B dual cone speakers. Wall Baffles - Soundolier #164 -8 baffle plate, #177 -78 plaster ring and #191 -78 recessing enclosure. Amplifier - Rauland #2135 with three R1002 transformers. Microphones - Two #664 Electrovoice, one on floor stand and one in lecture mounted as directed. 10. Dimmers: Furnish and install dimming control system as shown on the drawings and as described in these specifications. Dimmers shall be Hub Electric Company or equal; chandelier dimmers shall be #5 -11M with two 15 amp. breakers on load side and Reredos spots dimmer shall be #M2 -11; five second speeds. Manual dimmers and controls shall be Hub Electric Company #FIR - IEICX, or equal, and shall be flushed into the wall at the organ. This assembly shall consist of; one 1800W dimmer, one 500W dimmer, two mercury 20 amp. switches and two mercury three way switches, and two BHD14096 raise -lower switches. This assembly shall be approximately 24 "W X 18 "H X 4 "D; trim shall be prime coated. Each device shall be identified by an engraved nameplate. 11. Lightning Protection: Furnish and install lightning protec- tion for the steeple. Connect the aluminum cross to the copper down cable by use of aluminum cable and a bimetallic connector. Bond the steel frame work to down cable in similar manner. Use lead anchors and cable strips for in- stalling cable concealed in furred spaces. Down cable to connect to proper size driven ground rod. Equipment shall be Thompson or equal. The installation shall be made under the supervision of persons experienced in lightning protection installation such as Jamarco, Coral Gables, Florida. C. EXECUTION OF WORK 1. Accessibility: The Contractor shall inform himself fully regarding the peculiarities and limitation of the space available for the installation of all materials under this contract. He shall see that all of his equipment will be readily accessible. The foregoing shall also apply in gen- eral to any part of the system which may be necessary to be reached from time to time for maintenance. 2. Backfilling: This Contractor shall do all excavating required in introducing his work and shall backfill all trenches, thoroughly washing in and compacting fill to place. He shall repair all yards, sidewalks, curbs or paving that may have been disturbed by his work. 3. Connection of Equipment: This Contractor shall connect all equipment furnished by others as hereinbefore noted. Rough - ing -in dimensions shall be obtained from the sub - contractor furnishing the equipment before work is begun. 4. Service: The service shall be 120/240 volt, 3 phase, 4 wire Delta underground from Power Co. pole where shown. Run up pole to height required by Power Company. 5. Grounding: Grounding shall be in accordance with Article 250 National Electric Code. 6. Temporary Service: An overhead temporary service for use of all trades during construction shall be installed, using raintite fused main and submain switches located where re- quired. Receptacles shall be used at all distribution points; same shall be at least 20 amp. grounded twist -lock, shielded from the weather. 7. Installation of Conduit: Conduit and tubing shall be con- cealed within the walls, ceilings and floors where possible. Exposed runs of conduit or tubing shall have supports spaced not more than 8 feet apart and shall be installed with runs parallel or perpendicular to wall, structural members, or intersections of vertical planes and ceilings, with right angle turns consisting of cast metal fittings, or symmetri- cal bends. Bends and offsets shall be avoided where possible but where necessary shall be made with an approved hickey or conduit bending machine. Conduit or tubing which has been crushed or deformed in any way shall not be installed. Wooden plugs inserted in mas- onry or concrete shall not be used as a base to fasten con- duit supports. Conduit and tubing shall be supported on approved type of galvanized wall brackets, ceiling trapezes, strap hangers, or pipe straps, secured by means of toggle bolts on hollow masonry units, or expansion bolts in concrete or brick, machine screws on metal surfaces and wood screws on wood construction. Nails shall not be used as a means of fastening boxes or conduits; conduits and tubing shall be installed in such a manner as to insure against trouble from trapped condensation, and all runs of conduit shall be arranged so as to be devoid of traps, wherever possible. The contractor shall exercise the necessary precautions to prevent the lodgement of dirt, plaster or trash in conduit, tubing, fittings and boxes during the course of installation, by the use of Kraft paper, excelsior or slip -on blank metal plates or SEP Locators. The use of newspaper will not be permitted. Capped end bushings equal to T &B #1460 series shall be used in all cases until the wire is pulled. A run of conduit which has become clogged shall be entirely freed of these accumulation, or shall be replaced. Conduit shall be securely fastened to all sheet metal outlet, junction and pull boxes, with galvanized lock nuts and bushings, care being observed to see that the full number of threads pro - ject through to permit the bushings to pull tight against the end of the conduit, after which the lock nut shall be made up sufficiently tight to draw the bushings into firm electrical contact with the box. A #16 iron wire shall be left in all spare or empty conduits and the ends capped. 8. Location of Outlets: All wall outlets shall be located as follows measurements being made to center of box): Bracket outlets Duplex receptacles Wall switches Speaker outlets Telephone outlets as noted 1' -0" except as noted 3' -6 9' -6" to top of box 1' -0" except as noted 9. Circuits and Feeders: All branch circuits shall be run as indicated on plans. No wire smaller than #12 shall be used for any circuits. Branch circuits longer than 75 feet from panel to last outlet served shall be wired with #10 wire as shown on the drawings. All conductors shall be ceded throughout, using two (2) colors and white. The same color for a particular phase or part of a circuit shall be run with the same color conductor throughout the job. All circuits and feeder sizes specified on the plans are minimum sizes of conductors, and shall not be decreased under any condition. This Contractor shall check all cir- cuits and provide all necessary conductors to secure the operation required. 25 -7 • • PLUMBING A. WORK REQUIRED 1. General: The work under this heading shall be done subject to the general conditions and specific conditions of the entire specification, whether attached hereto or not. This Contrac- tor is notified to refer thereto, and will be held responsible for all requirements made therein. 2. Systems: This section of the specifications is intended to describe a complete plumbing system for the building. This plumbing system shall be construed to mean all work usually included under the heading of "Plumbing ": beginning with connections to services and utilities, at points indicated on the drawings, 3. Scope of Work: The work under this section of the specifica- tions consists of furnishing all labor, material, equipment, and service, and performing all work in connection with the plumbing system as shown on the drawings, and as specified. Primarily this work includes the following: a. All excavations and backfilling necessary to install work under this specification. b. The installation of a complete system of soil and waste piping, vents, etc., to all fixtures and locations as shown on drawings, including septic tank with drainfield. c. The in>tailati.cn of all fixtures and fittings shown on the drawings and hereinafter specified, including hot water heater. d.. The installation of a complete system for supplying hot and cold water to all locations shown. e. Connections to all equipment furnished and /or set by others. f. All necessary permits, diagrams, fees, charges, etc., re- quired by codes, ordinances, or municipality having jur- isdiction, and guarantee. g. Installation of storm water and patio drain piping, in- cluding soakage pit. h. Installation of AC drains with insulation and soakage pit. i. Installation of lawn sprinkler system complete, including well. • • j. The providing of cold water for use of all trades during construction. 4. Site Investigation, Co- operation, Supervision; Rules & Reg- ulations, Notices & Permits, Cutting & Patching, Cleaning UR, Guarantees, Waterproofing, Substitutions, Etc. - See Archit- ectural General Specifications. 5. Inspection and Tests: Contractor shall make all water and air tests of soil, waste, vents and water supply systems in the presence of the local inspector. Water supply system - 100 psi gauge. Soil - 20 feet TDH. :! B. MATERIALS 1. General Requirements: Materials for this contract shall be new, free from defects. Materials shall be of the generally accepted standards of weight and grade. All materials shall comply with the latest requirements and specifications of the American Society for Testing Materials, wherever the above society has such specifications and standards. 2. Copper Pipe: a. Copper drainage piping shall be Type L hard copper pipe below grade of first floor slabs and Type DWV hard copper above the first floor. b. Copper water piping shall be Type L hard copper pipe. 3. Fittings: a. Copper Drainage Fittings: All fittings for copper waste piping shall be cast or wrought drainage type for solder joints and having recesses to receive the pipe to make a perfectly smooth water way. b. Copper Water and Vent Fittings: All fittings for copper water and vent piping shall be standard sweat type cast or wrought copper with recesses to receive the pipe to make a perfectly smooth waterway. 4. Pipe Cleanouts: Pipe Cleanouts in soil lines shall be extra heavy iron body brass plug cleanouts of the same size on which it is installed. 5. Escutcheons: Escutcheons shall be chromium plated, and shall have set screws, springs, or other devices to hold them sec- urely in place. 6. Supports: Support service piping 10 ft. c.c. for pipes larger than 12 ", and 8 ft. c.c. for pipes 12" and smaller, soil p'!pe 5 ft. c.c. Support vertical lines from each floor slab. All horizontal soil and waste lines shall be supported firmly. a. Inserts - Inserts shall be cast iron or steel, of a type to receive a machine bolt head or nut after installation, and shall be installed in place before concrete is poured. 26 -2 • • b. Pipe Sleeves - Number 22 gauge galvanized iron sleeves in floor before pouring; steel sleeves in concrete beams. All pipe poured in concrete to be wrapped with two (2) 30# felts. c. Lead Pipe & Brass Ferrules - Lead pipe, grade "D" drawn pipe. Connect lead pipe to cast iron pipe with brass ferrules, and to lead pipe by means of heavy wiped solder joints. Ferrules - extra heavy cast brass. 7. Water Pining: a. All water piping to be copper pipe assembled with solder fittings. b. All valves to be all brass body and trim equal to Crane #1324 gate, #1310 globe, and #1303 check. c. Hose Bibbs - Shall be Chicago #387 -3/4 ". d. Air Chambers - Air chambers shall be installed where shown, in the sizes indicated and wherever required by code or good practices. Air chambers to be 30 pipe dia- meters long and none smaller than 3/4" diameter. 8. Storm Water Piping: Above the first floor slabs all storm water drains shall be type DWV copper and copper drainage fittings. Same to be adequately sound isolated with wrap- pings of hair felt or equal. Storm water lines below the slabs may be service weight cast iron pipe and fittings. 9. Lawn Sprinkler System & Piping,: The supply well, all piping from well to pump and from pump to a minimum of one (1) foot outside the building shall be mild galvanized steel pipe assembled with galvanized malleable iron fittings. All lawn sprinkler piping outside building shall be rigid polyvinyl chloride (PVC) Type 11, grade 1, schedule 40 assembled with PVC medium weight fittings, using manufacturer's solvent cement according to manufacturer s specifications. Valves shall be as specified for water piping. Pump to be Neinman, or equal, Model 12K2 -4 (curve 12K -181) 2 HP, 1750 RPM, 220 volt, 3 phase, 60 cycle, to deliver 45 gpm at 80 ft. TDH; starter by electrical contractor. Eight (8) gallon B &G #8 compression tank. Nelson Silver Spray fully adjustable lawn sprinkler heads, Model 34F full circle, 36 H half circle, and 38Q quarter circle, in quantities shown on plans. 10. Plumbing Fixtures: The plumbing contractor shall furnish and install all plumbing fixtures indicated on the drawings. All plumbing fixtures listed below with Crane type numbers shall be by the same manufacturer. Type numbers of the Crane Company are used as a guide for convenience in designating sizes, types and quality. Fix- tures equal to Crane, as manufactured by Kohler and Standard, SINK LWR- 2522 -L LK -35 8- 2720 -A 8 -5260 R -1920A may be bid with first line brass trim. All faucets shall be of the renewable barrel (or sleeve) type, with integral seat. All fixtures shall have exposed trim of chrome plated brass except as noted. Every fixture branch or individual fixtures shall be separately valved. WATER CLOSETS - Men's 3 -127 Drexel elongated rim. R- 3912DL C.P. angle stop supply with 1/2" 0.D. riser tube. #3 -881 Solid plastic open front seat & cover, in white. Flange package and setting seal. WATER CLOSET - Ladies 3 -112 Ambassador one piece elongated. R- 3912 -DL C.P. angle stop supply with 1/2" 0.D. riser tube. 3 -887 Teleseat. Flange package and setting seal. LAVATORIES 1 -195 -V Norwich 20" X 18" V.C. wall hung lavatory with back, concealed hanger, and wall anchoring screw lugs. 8 -2041A C.P. Dial -ese supply and lift waste fitting. 8 -5260 C.P. 1t" P -trap and 17 gauge waste to wall. R -1912A C.P. angle stop supplies. URINAL 7 -87 Correcto washout wall urinal. #186 Sloan Royal flushvalve. FLOOR DRAINS TOTE — 77775-x series. Elkay stainless steel, self -rim sink. Stainless steel strainer. C.P. Capri swing -spout faucet. C.P. 12" P -trap with 17 gauge waste to wall. C.P. angle stop supplies. SERVICE SINK 7-573 Areci 24" X 20" service sink. 7 -620 3" trap standard with strainer. 8 -2801 Capri dial -ese service sink faucet with integral stops. HOT WATER HEATER A.O. Smith Permaglas double element #PED 30 Electric water heater, 220 volt, 3 phase, 1500 & 1000 watt elements, 10 year warrantee. PATIO CORRIDOR DRAINS Josam J- 303 -3 AK Nikoloy top). • ROOF DRAIN Josam J:7114 (or J -4154, if required to install 4" horizon- tal drain high in ceiling.) DRINKING FOUNTAIN WITH REMOTE WATER COOLER -575 Corridor V.C. recessed drinking fountain. 1 copper waste (less trap) to safe waste. 3 I.D. soft copper supply from remote water cooler with two layer wrapping of "No -Drip" tape. Halsey- Taylor Model SJ10A remote package type water cooling unit, less access panel. Secure to floor. C. EXECUTION OF WORK 1. Joints, Installation & Connections: Sanitary System: Joints shall be made with picked oakum, well driven in, and molten pure piglead, poured full at one pouring. It shall then be caulked thoroughly until air tight. Joints between cast iron pipe and other pipe shall be screwed and made with approved compound. All horizontal pipe shall be laid to uniform grade. All riser pipe shall be truly vertical. All changes in direction shall be made with long bends. No skewed joints shall be permitted. Connections to horizontal lines shall be made with V branches, and to ver- tical lines with sanitary tees. 2. Wate Supply & Lawn Sprinkler Piiping: a. All changes In size shall be made with reducing fittings and couplings. The use of bushings will not be permitted. In erecting plated piping, fittings and fixtures, care shall be exercised not to mar the finish. Friction wrenches must be used, and no wrench marks shall show on completion of work. b. The ends of all pipe shall be reamed free from all burrs and lip. Copper pipe shall make full engagement into copper fittings and be soldered in a good workmanship manner using new 50 -50 wire solder. Bending of hard copper pipe which causes a reduction in cross sectional area will not be permitted. c. Lawn sprinkler piping shall be installed a minimum of nine (9) inches below grade and backfilled to four (4) inches over top of piping with fine media or sand. All stub -ups to sprinkler heads shall be galvanized steel nipples or pipe screwed into female plastic elbows. • • 3. Insulation: AC condensate drains above first floor slabs to be insulated with 1/2" flexible armaflex with vapor barrier casing and all joints cement sealed. 4. Flashing Vents at Roof: All vent pipes passing thru roof shall be flashed and ounterflasled with 3 lb. sheet lead. Flashing shall be not less than 14" on the roof, and shall extend up the pipe and then turn down inside the pipe. 5. Expansion Bolts & Toggle Bolts: Connection of wall hangers, pipe supports or fixture settings with masonry, stone or con- crete backing shall be made with an expansion bolt or toggle bolts. No wooden plugs or powder charge studs shall be per- mitted. Wall screws shall be installed on lavatories, drinking fountains and all wall hung fixtures, etc. 6. Traps & Cleanouts: a. All traps shall be self - cleaning. b. Traps Required: Each fixture shall be separately trapped, unless otherwise specifically detailed or called for. c. Pipe Cleanouts: Full size of pipe, shall be placed at foot of each stack, at each change of direction, or hor- izontal lines and at intervals of not more than fifty (50) feet of runs. Cleanouts shall be placed in accessible locations and where necessary, brass plates shall be placed in walls to allow access to cleanouts. All clean- outs in finished areas, toilet rooms and shower -rooms shall have Zurn or equal Z- 1370 -3 wall type or Z- 1380 -3 floor type. • • AIR CONDITIONING AND VENTILATION 1. Work Described Herein: a. A complete air conditioning system. The system will con- sist of a self - contained air conditioning unit for the chapel and a condensing unit with DX system serving fan coil units in the sacristy and lounge, with a common con- denser water pump and wells. b. Heating for chapel only will be by electrical resistance heater assembly mounted in the supply duct. Heating for sacristy and lounge is covered under the electrical spec- ifications. c. The ventilation systems will be installed complete. 2. General Conditions: a. This contractor shall make reference to the General Con- ditions, etc. contained in another section of these spec- ifications, which shall apply to and govern the work under this section of the specifications. 3. Alternates and Substitutions: a. Equipment selections listed are to establish performance and quality. No vouluntary alternates to specified types of equipment items or types of systems will be allowed. b. All contractors shall submit proposals on the work as designed with the equipment specified or with equipment equal in quality of construction. Contractor shall list manufacturers' name in proposal if other than listed here- in. All proposals for substitutions will be considered after award of the contract and shall be submitted in the manner specified under "Shop Drawings ". Proposals for substitutions shall be in the hands of the Architect no later than 30 days after award of the contract. 4. Shop Drawings: a. Four copies of shop drawings shall be submitted to the engineer for approval, where specifically called for on the drawings, in the specifications, or as listed below; (1) All major pieces of equipment, whether specifically specified or not, showing correct dimensions, arrange- ment, connection sizes, complete capacity and per - formance data, electrical characteristics, power re- quirements, access panels and clearances required for service. If the equipment being submitted is a sub- stitution, the shop drawings shall include factory certification that the equipment has the specified capacity, or shall include copies of manufacturer's published performance data together with any calcula- tions and interpolations that may be required to prove that the equipment will operated at the specified con - ditions. • • (2) Any equipment the contractor proposes to use of dif- ferent manufacture, size, or arrangement than that shown on the drawings shall require shop drawings, which shall clearly show how the equipment fits in the space allowed and in relation to adjacent equipment, with all connections shown such as piping, ductwork, flues, etc. The plan view shall be supplemented with a minimum of two sections. Special drawings of this type shall not be required for minor equipment, and materials such as air distribution, starters, and valves. b. All shop drawings submitted for approval shall be perused, corrected if necessary and stamped by the contractor, be- fore forwarding to the engineer, to indicate that the con- tractor is satisfied the shop drawings are complete and comply in every respect to the requirements of plans and specifications. c. Approval of shop drawings by the engineer will not relieve the contractor from responsibility for his own errors, nor from his responsibility for compliance with the plans and specifications. 5. Testing and Starting,: a. The following tests shall be made after the specified systems have been installed and placed in operation: (1) The volume and velocities of air at all terminals, out- lets, inlets, etc. shall be tested. Volume dampers, splitters, outlets, etc. shall be adjusted so that the air volume will be as shown on the drawings. On com- pletion, each system shall be free of all objectionable drafts. All dampers shall be clearly marked at cor- rect setting. (2) Tests shall be conducted by using a Pitot tube and differential draft gauge, anemometer, velometer or similar instruments in main supply ducts, return air ducts, branch ducts, et. as directed. The results of these tests shall be that the total sum of air shall be within 5% of the total as shown on the drawings for that particular system. The contractor shall prr- vide all instruments and labor to make the tests. (3) All circulating water systems shall be balanced by checking the actual pressure drop across each heat transfer device and adjusting the balancing cock until the water quantity through the devices is such that the pressure drop is equal to that calculated from the manufacturer's data to provide the conditions specified on the drawings. Also, the water pressure drop across each pump shall be recorded. • • b. A "start -up" record of all equipment shall be made and recorded in triplicate including all pertinent operating and maintenance data including pressures, temperatures, rpm, belt sizes, filter sizes, number of filters, etc. c. On completion of tests, a record in triplicate of all calculations, measurements of air and water balance, shall be delivered to the engineer for record and approval. The "start -up" record shall also be included. d. It shall be the responsibility of the contractor to start the system initially and to operate it for a period of not less than 2 full eight hour days, after all necessary ad- justments have been made, in the presence of the Owner's representative. e. If the testing and balancing specified above is not com- pleted within 30 days after essential completion of the installation, the architect reserves the right to obtain the services of others to accomplish this test and balance with minimum inconvenience to the Owner. This will in no way relieve the contractor of his responsibility for the guarantee of material and workmanship and for the full equipment warranty hereinafter specified. Any and all costs for such testing and balancing by others, made nec- essary by the contractor not completing this work in the time allotted, will be deducted from the balance of money due the contractor. 6. Guarantee: a. This contractor shall guarantee that all new equipment has the capacity specified and that it will operate with- out excess noise or vibration. b. The contractor shall also furnish a written guarantee covering all workmanship and materials for a period of one year from date of acceptance. This shall include an agreement to repair or replace, at his expense, all the defects that may appear in that time, which in the opinion of the engineer, are due to defective workmanship or materials. c. Air filters and V -belt drives are not included in this guarantee. d. The contractor is also to guarantee the replacement, with- out charge, of all refrigerant and refrigerant oil lost through first 90 days of operation after final acceptance. e. Copies of factory warranties on all equipment furnished shall be submitted with the above described written guar- antee, including any warranties that extend longer than the required one year guarantee period. 7. Work Not Included. In This Section: a. The following work and materials which are necessary to complete the installation of the systems specified will be .furnished under other sections of the specifications: (1) Insulated condensate drains from the drip pan of each cooling coil. (2) All electrical power and control wiring. (3) Unless otherwise indicated all cutting, patching, painting, and decorating necessary for the installatioa of equipment, ductwork, piping, access panels, etc. However, this contractor shall be responsible for lay- ing out all holes required for his work and shall give the General Contractor the necessary information for these openings so they can be prepared in the course of construction. If any cutting of the structure is required for these openings due to this contractor failing to give the correct information or failing to give the information in time, he shall bear all costs of cutting and patching. (4) Installation of return air grilles in wood panels.(A11 grilles will be furnished by the Air Conditioning Contractor.) (5) Provision of wood or angle iron frames for direct mounting of grilles, or other air devices, in ceilings or walls. (6) All access panels in walls or ceilings for proper access to adjustable splitter dampers, motorized dam- pers, damper motors, straightening vanes not access- ible through air outlets, fire dampers, etc. This Contractor shall be responsible for advising the Gen- eral Contractor of the correct number, size and loc- ation of the access panels. 8. Self Contained Units: a. The self contained unit shall be of the capacity as called for on the drawings and each shall be complete with the following: (1) One or more compressors as indicated on the drawings. Compressors shall be hermetically sealed mounted on suitable vibration eliminators. (2) A separate refrigerant circuit for each compressor with expansion valve, strainer, sight glass, water cooled condenser and cooling coil. Cooling coil shall have copper tube with aluminum fins. Condenser shall have copper tubes enclosed in a steel shell. (3) Filter section to filter both outside and return air. Filters shall be standard size, high velocity type equal to Research Products Corp. Multi - Velocity In- dustrail all aluminum air filters with maximum gross face velocity of 450 fpm. (4) Fan section with quiet operating, squirrel cage fan wheels driven by 1750 rpm motor with variable pitch belt drive. (5) The various components of the unit shall be mounted on a sturdy angle iron frame covered with an attractivel, finished, thermally and sound insulated casing with control panels and all service access panels located on exposed sides of the unit. (6) Unit shall be arranged for remote switches and ther- mostat as indicated on the drawings and described under "Controls" and shall be factory wired for field connection to a separate control circuit. b. Unit shall be isolated from the floor with properly sized Korfund Elasto -Rib pads, 1 inch thick. c. The contractor shall adjust the fan drives, as required, to deliver the specified CFM against the static pressure of the system as installed. d. The self- contained unit shall be an established cataloged item of the manufacturer as of the bid due date. 9. Electric Strip Heaters: a. Electric strip heaters shall be Underwriter Approved, factory assembled units of capacity, arrangement, size and power supply as indicated on the drawings. Each heater assembly shall be complete with Type C nickel chr- omium resistance wire elements, one inch thick fiberglass insulation between control box and heater, control box, contractor for each step of heating, high limit control, and internal factory wiring ready for field connection to a terminal block. The heaters shall be as manufactured by Electric Heaters, Inc., or equal as approved. 10. Condenser Pump: a. The condenser pump shall be 1750 rpm, single stage, end suction, centrifugal, bronze fitted, close coupled, non- overloading with impeller cut to deliver the specified gpm against the TDH of the system as installed. b. Provide a concrete base under the pump a maximum of 6 inches high. Pump shall be bolted solidly to anchor bolts in the concrete block. Concrete base shall rest on 1" Elasto -rib. c. Submit shop drawings of all pumps to the engineer, for approval, complete with Total Dynamic Head calculations, based on the actual piping and equipment to be used on the installation, along with the performance curves for the pumps, prior to placing the final order. 11. Conde.nsin Unit: a. Unit shall be a packaged condensing unit with hermetic compressor of the capacity indicated with condenser foul- ing factor of .001. Unit shall be complete with dual pressurestats, motor overtemperature protection, muffler, liquid line solenoid, liquid line strainer - dryer, spring isolater and !SME Code shell- and -coil condenser. 12. Fan Coil Units: a. Units shall be of the type, capacity, and installed com- plete with all accessories and controls as indicated. 13. Wells: a. Provide supply and discharge wells to deliver 55 gpm continuously and not less than the size indicated. Wells shall be proven by delivering lz times required flow for a period of 8 hours in the presence of the Architect or his representative. Contractor shall guarantee well for period of one year from date of acceptance. Wells shall conform to local health department requirements and South Florida Building Code, Section 4616. Discharge well shall be at least 25 feet deeper than supply well. 14. Condenser Water Piping,: a. Condenser water piping above ground shall be standard weight, galvanized steel with standard weight, galvanized, malleable iron, screw pattern fittings. b . Condenser water piping below ground shall be standard weight, galvanized, genuine wrought iron pipe as manufact- ured by A.M. Byers Co. with screwed, galvanized, malleable iron, standard weight fittings. c. All condenser water pipe outside the building shall have all exposed threads brushed clean and painted with two coats of asphalt base aluminum paint to prevent rusting. d. Flanges or unions shall be provided at each pump, conden- ser, and similar equipment to permit easy removal of the equipment. 15. Refrigerant Pipin: a. All refrigerant piping shall be type "L ", hard drawn, cop- per tube with sweat type, wrought or forged fittings. b. All joints shall be made with 95 -5 solder without excep- tion. If other than 95-5 solder is desired, written approval of the substitution must be secured from the engineer. c. The maximum allowable pressure drop in the liquid, suction or discharge line shall not be in excess of the eauivalent of 2 degrees F. in refrigerant temperature. d. Each refrigerant system shall be proven tight and free of moisture by carefully testing all joints using soap solution. Minimum test pressure for R -12 system shall be 235 psig on high side and 140 psig on low side. System shall maintain pressure for 24 hours and then be evacuated using vacuum pump with dehydration indicator of 29.6 inches of mercury for 4 hours with pump running. Stop pump and allow system to stand for 12 hrs. during which time system shall maintain pressure listed above. 16. Pipe Hangers and imports : a. All horizontal pipe shall be supported on a maximum of 10 feet center to center. Use No.107R Grinnell split ring and socket hangers on steel pipe, No.97CP Grinnell on cop- per and Crane No. 239 -F with 18 gauge galvanized sheet metal saddle on insulated lines. b. All piping shall be supported in such a manner that the pipe connections to the equipment will be in perfect align- ment prior to making the final connection. Care shall also be taken to support the pipe in such a manner that the pipe will not touch the sleeve where it passes through walls or slabs. 17. Inserts: a. All inserts required in the installation: of equipment in- clude in this section of the specifications shall be cast iron or steel, of a type to receive a machine bolt head or nut after installation. All inserts shall be installed in place before the concrete is poured. 18. Pipe Sleeves: a. Where piping passes through roofs, floors, or masonry walls, substantial galvanized steel sleeves shall be provided. Sleeves shall be sufficiently larger than the 0.D. of the pipe to allow proper caulking with oakum. Sleeves for insulated pipe shall be sufficiently large to allow the passage of the insulation through the sleeve. b. This contractor shall be responsible for placing all the sleeves for his piping prior to the pouring of the con - crete or in time to be set in place as the masonry walls are erected. 19. Valves: a. Water valves up to 2" shall be 125 psi steam, 200 psi WOG, brass, non rising stem, wedge disc, gate valves, equal to Crane No. 438 screwed. b. Water valves 22" and larger shall be 125 psi steam, 200 psi WOG, iron body, brass trim, wedged gate, non - rising stem, gate valves, equal to Crane No.460 or 461, screwed or flanged. c. All water valves must have the manufacturer's name and the valve rating permanently cast into the valve body. d. Balancing cocks shall be DeZurik, eccentric, .non - lubricated, semi-steel plug valves with adjustable stop to fix maximum open position. e. The gauge cocks shall be Crane No.712, brass or equal. f. Refrigerant stop valves shall be forged brass body, pack - less type as manufactured by Muller. g. Refrigerant expansion valves shall be selected in accor- dance with the manufacturer's recommendations and shall be as manufactured. by Sporlan. h. Refrigerant solenoid valves shall be normally closed, 120 volt, with manual lifting stem, full line size as manufac- tured by Sporlan. • 20. Strainer: a. Provide a strainer on the suction side of the condenser water pump equal to Crane No.988 -1/2 with monel basket having 1/8" perforations. Also, provide a globe valve on the basket end the full size of the blow -off tapping. b. Refrigerant liquid line strainers shall be Y -type as man- ufactured by Muller. 21. Ventilation Fans: a. The ventilation fans shall be as specified on the drawings complete with accessories as indicated. 22. Vibration Isolation: a. Vibration isolators shall be provided for each piece of equipment, support or hanger as required to prevent any vibration from being transmitted to the building structure. Also, in refrigerant and water lines, should excessive vibration exist after ahngers and supports have been pro- perly isolated, the contractor shall provide properly de- signed flexible connections to remove the vibration. 23. Sheet Metal Ductwork: a. Furnish and install all sheet metal ductwork for the sys- tems as shown on the drawings. All ducts, casings, plenums, etc., unless otherwise indicated shall be constructed of galvanized steel sheets free from blisters, slivers, pits, imperfectly coated spots, etc. All ducts shall be fabric- ated of the proper gauge and erected as called for in the latest edition of the ASHRAE Guide unless otherwise spec- ified herein or detailed on the drawings. b. All necessary allowances and provisions shall be made in the installation of the ducts for the structural conditions of the building, and ducts shall be transformed or divided as may be required. Wherever necessary to do this, the required area shall be maintained. All of these changes, however, must be approved and installed as direct at the site. During the installation, the ope.0 ends of ducts shall be protected to prevent debris and dirt from enter- ing same. The contractor shall install this work in accor- dance with the approved progress schedule and in co- cpera- tion with other contractors, so there will be no delay in other trades. c. Provide splitter dampers and manual dampers where shown or indicated on the drawings. Splitter dampers shall be con- structed of galvanized sheet metal one gauge heavier than the duct and not to exceed 18 gauge. They shall be secure- ly attached to an iron pivot rod which shall be set in soc- kets attached to the duct. The end of the splitter shall be turned over to form a tear drop on the end. On splitter dampers up to 24 ", there shall be provided a single rod, and on splitter dampers 25" and above, there shall be pro- vided two rods. These rods shall be installed through the duct, and each rod shall be provided with a set screw locking device to hold same in position. On insulated ducts, the locking device shall be placed on a bracket so that the set screw is on the surface of the insulation. Manual dampers shall be constructed of not less than 22 gauge. For ducts up to 12" 'deep, dampers shall be single blade and for ducts greater than 12" they shall be multi - blade, with each damper blade being not wider than 9 ". Each damper blade shall be attached to a pivot rod provided with a locking quadrant with an indicating device. On in- sulated ducts, the quadrants shall be placed on a bracket so that the quadrant is on the surface of the insulation. d. All elbows shall be full radius or vaned square turn unless otherwise indicated on the drawings. Where vaned, square turned elbows are indicated, the vanes shall be of the double thickness type designed to maintain approximately the same cross - section free area across the diagonal that exists in the straight run of duct. The double thickness vanes shall be constructed as detailed on the drawing in- cluded in the latter part of this section of the specifica- tions. e. Flexible connections shall be installed on the discharge side of each air conditioning unit. The flexible connec- tions shall be a minimum of 4 inches long and shall be Ventglas. Secure Ventglas to the fan and to the duct work by a galvanized iron or aluminum band. f. Straightening Vanes: At all points where a sheet metal sup - ply outlet collar oe duct taps off the main duct, or where otherwise indicated, there shall be installed straightening vanes which shall function both as a volume control and as straightening vanes. The straightening vanes shall be in- dividually adjustable, 3" wide by the height of the collar and spaced 2" on center. As detailed in the latter part of this section of the specifications. This contractor shall submit a sample of these straightening vanes to the engin- eer for approval prior to fabrication. Each straightening vane shall be accessible through the end of the collar or through a special access provided in the ductwork. g. Access Panels: Provide access panels in the ductwork as required for access to entering side of all coils, adjust - ment of straightening vanes not accessible through outlet collars, fire dampers, etc. Access panels shall be 12 in. square unless otherwise indicated and shall be provided with a gasket and a sufficient number of screws to prevent leakage. Where the access panels are required on ductwork that is covered with vaporproof insulation, the access panels shall be constructed of two thicknesses of metal with a minimum of one inch of insulation between and shall be designed and mounted so that no condensation will occur. h. Exhaust Ducts: All exhaust ducts shall be so constructed as specified abcve, and in addition, shall have all joints on the suction side cf the fan carefully taped with 4" wide Parmecel industrail tape. Any joint in the tape shall be lapped at least 4" to make the entire exhaust system air- tight. 27 -9 i. Fire Dampers: Furnish and install all fire dampers where shown on the drawings constructed in accordance with the current standards of the National Board of Fire Underwrit- ers or as specifically detailed or otherwise specified. j. Supporting Ducts: All ducts shall be adequately supported. For ducts 30" in the largest dimension hangers shall be placed 8 foot on centers. For ducts over 30" in the tar- gets dimension hangers shall be placed 4 foot on centers. Hangers shall be placed plumb and present a neat appearance. Hangers on ducts up to 36" in width shall be constructed from galvanized band iron 1" X 1/8 ". On ducts 36" and above in width, hangers shall be contructed from galvanized iron angles, not less than 1" X 1" X 1/8 ". Hangers shall extend down the sides of the ducts not less than 9 ". Oa ducts less than 9" in depth hangers shall extend the full depth of the duct. Hangers shall be attached to the duct using not less than three rivets or Parker screws. k. Sound - lining shall be installed inside ductwork where in- dicated on the drawings. Insulation shall be of the thick- ness indicated on the drawings and shall be equal to the Fiberglas mat -faced flexible duct liner. Adhere duct liner to all interior sides of duct with minimum 50% coverage of fire - retardant adhesive such as Benjamin Foster's 81 -99 or Minnesota Min.ning's EC -1329. Use mechanical fasteners of Tuff Bond Stic -Clips with Nylon Base on maximum 16" centers at top sections (when width exceeds 12 ") and on sides (when height exceeds 24 "). Sound - lining shall be guaranteed to be odorless. If objectionable odors exist due to the sound lining this contractor shall remove ductwork and insulation and replace with sound - lining of another manufacturer at no cost to the Owner. 24. Underground Ductwork: a. Ducts underground shall be Transite "Air Duct" with Steven- son couplings and factory fabricated fittings. Where tran- sition from round to rectangular shapes are called for the transition sections shall be constructed of galvanized sheet metal one gauge heavier than called for elsewhere. Metal ductwork underground shall be protected by applying two coats of cold asphalt to a thickness of not less than 1/4 ". Underground duct shall grade to low point in mech- anical equipment room. 25. Excavation and Backfilling: a. This contractor shall do all excavating and backfilling required for his work at a time suitable to the schedule of the project. If a portion of the underground piping must be backfilled to prevent undue delays in the progress of other work, this contractor shall pressure test that por- tion of the pipe before insulating and backfilling. Back - filling shall be clear sand surrounding the pipes for a distance 3" below and 12" above and to each side. Duct- work backfilling shall be as specified for piping. 26. Air Distribution Devices: a. The air distribution shall be aluminum. b. Chapel supply diffusers shall be Titus "Modulinear" model ML- 3500 -4 with type 6 frame. Continuous dampers shall be divided into not greater than 3 foot sections. Finish shall be baked enamel of color selected by Architect. c. The return air grilles, unless otherwise indicated, shall be Titus Series RS -50. d. The exhaust registers shall have fixed blades set at ap- proximately 450 with opposed blade, key operated dampers behind equal to Titus Series 241. e. Where grilles or registers are specified to have fire dam- pers, provide the Titus FD -40 opposed blade damper with spring loaded fusible link attachment fixed behind grille face. f. Sidewall grilles shall be Titus RS -270. 27. Weather roof Louvers: a. Provide all aluminum weatherproof louvers and screens as shown on detail contained in the latter part of this sec- tion of the specifications. The louver shall be the ex- truded aluminum type equal to the Titus OXL -02 with louver spacing as indicated on the detail and with a mounting frame as detailed or equal as approved. 28. Insulation: a. All supply air conditioning ductowrk above ground and ex- tending to one foot below ground shall be insulated with 1" thick, 6pcf density, board type fibrous glass faced with a factory applied, flame resistant vapor barrier of rein- forced, 0.001" foil faced kraft paper. b. The foil faced board type insulation shall be applied using Tuff Bond Stick Clips, with nylon base, cemented to the duct with Tuff Bond Adhesive on 12 to 18" centers. A min- imum of two rows of stick clips per side shall be used. The bottom and tcp sections of insulation shall be cut to lap the full thickness of the side sections to provide maximum support on horizontal runs. Care shall be taken to fit sections of insulation together so that the full face of the edges are in complete contact at all joints. c. Where any duct is installed close to an existing ceiling, the top shall be provided with a completely vapor sealed layer of insulation board before erection of the ductwork. Also, insulation over any standing seam shall be of the full 1" thickness of the same material with exposed edges properly vaporproofed as specified below. Where the side or bottom of the duct exceeds 18 ", the insulation at the standing seams shall be held in place with stick clips. d. The foil faced, board type insulation shall be vapor sealed and finished as follows: All joints and breaks in the in- sulation and all speed washers shall be sealed using 4" wide strips of glasfab embeded in B. Foster 60 -60N mastic, a fire resistive, vapor sealing adhesive. e. All .flexible connections in insulated ductwork and piping shall also be insulated with the same thickness insulation, maintaining a continuous capor barrier where required. If the insulation specified is difficult to install at the flexible connection or if it is too rigid to withstand the movement of the flexible connection a 1 pcf density blan.ka- type insulation with similar facing may be used. f. The refrigerant suction lines both above and below grade shall be insulated with Zirich Foamglas pipe insulation. All piping shall be tested and properly cleaned of all dirt or foreign matter before insulation is applied. The Foam- glas pipe insulation shall be applied with Foster 60 -60N,a fire resistive mastic, at all transverse and longitudinal seams. Stagger joints and fasten insulation with copper wire or stainless steel straps on 9" centers. All cover- ing for fittings shall be built up from properly fitted segments to make a neat and workmanlike installation. All joints shall be fitted to eliminate voids. Large voids shall be filled with vapor seal coating, but eliminated by refitting or replacing the insulation. g. Where piping is subject to excessive vibration, the bore of the inner layer shall be caoted with a thin application (to fill surface cells only) of specified bore coating, and allowed to dry before application of insulation to piping. h. All Foamglas pipe insulation shall have contraction joints at 20 foot intervals in horizontal and vertical straight run piping consisting of a fiberous glass, formed pipe in- sulation spacer 4 to 6 inches long of the same thickness as the Foamglas. i. All exposed piping insulated with Foamglas shall be pro- tected on exterior surface with a continuous layer of glass membrane embeded in a coat of Benjamin Foster No. 60 -60N, a fire retardant, vaporproof mastic. To the exterior of the glass membrane apply a gloved -on coat of the same mastic. j. All piping insulated with Foamglas that is exposed to the weather shall have the straight runs covered with a cor- rugated 0.010 inch thick aluminum jacket riveted 6 inches on center, and the fittings shall be covered with glass membrane and mastic as specified above. Also, apply final exterior finish of 2 coats of asphalt base aluminum paint on the exposed fittings. 29. Controls: a. The control system shall be electric and shall provide the sequence as described below with thermostats and switches: All electrical work will be done under another section of the specifications. The air conditioning contractor, how- ever, shall furnish all required controls, provide complete power and control wiring diagram, supervise installation of controls and control wiring, and do all necessary final ad- justing and calibration of controls. b. Within 30 days after the signing of this contract, the con- tractor shall submit shop drawings, for approval, of the complete power and control wiring for the equipment to be installed. All lines shall be suitably identified, and such identification shall appear on final "framed Diagram''. One "blue -line" print shall be framed under glass and mol.u- ted in the Compressor Room on the job, where directed. c. Firestats shall be equal to Barber - Colman TA 3431. d. Chapel unit shall start by remote heat -cool selector switch . which shall energize fan thru manual reset firestat located in R/A and shall also energize control sequence for heat- ing or cooling. e. Sacristy and Lounge units shall start by remote switch which will energize condensing unit controls and both fan blowers and their controls. f. When either compressor starts, the condenser water pump shall start thru auxiliary contacters on compressor star- ters. Condenser water pump will cycle off only when both compressors have cycled off. g. Control sequence shall be as noted on drawings. 30. Motor Starters: a. The air conditioning contractor shall furnish all motor starters for all ventilation and air conditioning motors unless otherwise indicated. All motor starters shall be of one manufacturer and shall be of the types as indicated on the drawings and described below: b. Motor starters, unless otherwise indicated, shall be stand- ard enclosure, and magnetic type shall have "reset button only" in cover. 31. Gau es: a. Furnish and install water, Freon and oil gauges where in- dicated on the drawings or specified herein. Gauges shall be calibrated, 4" dial type of the proper range for read- ing the pressures desired. Refrigerant and oil gauges shall be mounted on a panel near the respective compressor with each having a shut -off valve mounted directly below for isolating the gauge. The shut -off valves for the Freon gauges shall be the packless type. 32. Fainting: a. All equipment, all hangers, supports, and brackets not concealed in the building shall be properly painted with prime and finish coats of paint sufficient to prevent rusting during the one year guarantee period. The paint may be factory applied or field applied. All field ap- plied prime coat shall be Red Rust- Oleum. The finish paint on weather exposed items shall be two coats of Aluminum Rust- Oleum, and on other items Rust -Oleum No. 842. 33. Final Clean -up aad Touch -up Pinting: a. Before final acceptance of the installation, this contra . tor shall clean all of the equipment of debris, plaster, and other foreign material, and shall either repaint or touch -up with the original color paint any equipment that has been scratched or marred in the course of shipment or installation. Also, he shall remove from the job site all scraps of sheet metal, insulation, piping, and other material used by trades under his jurisdiction. 34- Brochure oz" Equipment: a. Before final acceptance of the installation, this contrac- tor shall deliver to the Architect, in triplicate, a com- plete brochure of all equipment furnished including service and maintenance instructions and spare parts data. This brochure shall contain a brief description of the system as installed and clearly written instructions to the build- ing stationary engineer on how the system is to be operated. Also, include a complete set of the final control diagrams of the equipment installed. 5 /NG4E 47,80W • 4= I2 Nor MORE r11,EA/ 24 0441t" S .o•4S - r(� SE�.IBLE a CA/ R' /NA/rR.S /N ALL CASES 3'74 Ri0/1/5 44TJ1./.5 1 iT- d4LV.SNEET"1ETA PLATE S,4 MG GA4 Z AS OL/CT• WELD VANES TO PLATE GAP 4TT4LR' W /TN 4/N8L.° 8.4?4GXET Q /VET.EO. 744 /Gt'NFSS VAN SPACED 9+ O.G. 5 /N6 ELBOW _L1 d MORE T7 24" N O T E : / / SE 6 4 L V . STl. FOQ v..4wEs /N r --1 j - sT,Ez OR ALUwe /NLIM ovcr I • F ?OY/OE /STAY Rag ®t)GTS 72 - TO /20 "/.N /D/1 1' z STA YS 47 ' 0 , " /w r3 ry flap q EATER', N / GLJPs USGD 45 SUPP0er 47 ATV ENh 5 of vAN65 / ' Q/VATWO W STE4 D OF WOWED � ANC _ rY,o.E ' :5 " .oJ 3 3/ . E 5ECC.'Q /N CPC E 1V C� � ; 17 r/ I /C.'NE 5 S VA/VE T V 7'Y/PE :4 0061,5Z E 7JI /«NESS V/4/VE ti ,moQ L-'S /AI .04/C7 G ' .4T,E,' rA/AM .242!241 LisE SA A4E 666E GAL 1/. /RDA/ AS LAUGT, A/O r ro EXCEE,b 20 64 GE. 3`7a4'44T44 -- -_ ...541K14 ,QLTFEQE//c • 5 Foe TYPE ".4 " NOTES / EA•4 LJ5T LZ C T S/M /GA Q Ex cePT .✓c QEQL7 o . A J T /NU ROD `/Ll1Lk" 9-'� � / 6 Al T 4'c1 N W /TN LE EL9 W B4 j-. SQL /77EQ L_EA/C,T,4 /tea i y OR r' ,� /A/. / f o, TYPE 1 1/C 'Ne 5 VANES v PL /TTE4 L44A9PER r--- iDOLY 3LE LcL & Qv4E £Z f 7M/ " " V4 //E5 AI Act/. ,paJ - /�Clc4 QUA WILL/At/14.J I O::' /Q7 f �/ic , , ,c / CiQJ /c;'C; /XX.J. \--CUT E ND PIECE FOR FULL TRAVEL. I /2 x /2 ACCESS' PANELS — STRA /GNTENIAIG, VA/vES .5 /DL- WALL 'RILL--E .ACCESS PANEL FOR SID& tn//aL Gir- /;,LE NOT R !CQ'U WF-7 "A" IM,LNS/ON /S LESS TH.- 24 CE-- /L /PJG qR /LL— PLA N NCB SCALE 1.5TRAII-ITE VA■15 1jE TA,L W /L.L /AM A.BERQ>' 455QC!A;.7.s !! Co/75u / 7 in y 6;9 /:p era/ 2b!es,;c"; T 4" 1' / — - LOU 'Du a - v CLe3 1.11.1 - T I 0 Nry izz_S - 3c C7L Vz" PE-R, Lc) v EX.TR.0 ALu 1.1 M L.c)LIV 1 - 4 C I I D 1 F ' S C D A N ' 5 1 N I ED I C11. 'ED ExTERK:R GEE MK- • rELTORAL AL/L. C. TREATED k HEAD J AM 'B STATIOk\IARY VVEWTHERPROOF LOUVER eEk.R.Y AC\AT :014r5ULT'ilAq ENC CORAL. qABLE5J:LA STATE OF FLORIDA, 1 . COUNTY OF DADE. j ss Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for tic approval of the detailed statement ur me plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores VIllagc, FlnridA. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Divisinn of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. ,,�� // / Date.. _!n , 19 . Owner's Name and Address . 4 (0 No....— ....... ... Strat: fv4.4.19 .414_. Registered Architect and /or Engineer. Rd ViCA/ , eaD(r2 t. 050 /a..ldd: Name and address of licensed contractor....M ...416/1 ..0 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done _..._. „.. State work to be done and purpose of building (by floors)._ 1 ' Ncw Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of ffouund tion Roof Covering Estimated Total cost of improvements $ 3'O 0 Amount of Permit S.. / • Zone cubage required plan Cubage Size of Building Lot „... _.:......and for no other purpose. Distance .to next nearest building. Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of Labor under the Florida Workmen's Compensation Act. being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the rovisions thereof, and will require similar compliance from all contractors or sub- cnntractors employed by hint in the work to be performed under this permit; and will post or cause to be posted for inspection on th site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such bcontractors, work to be performed under this pennit, as are licensed by Miami Shores Village. Remuks ._ „._.__ (Signed Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true.. Permit No ? � 2-1 Date �4...' � „._._ Read, Sworn to and Subscribed before me. Disapproved (Signed) Notary Public, State of Florida to me well known, My Commission Expires _ „.._..._._ ._... _ PLANNING BOARD DATE Ciiainnan Member — Member Member Member .. .. Member ._.._._... „....... _.. ....__ Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after appmval has been obtained frmn the Planning liu.rrd. A r•in'pection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspevtirm or faulty materials anti /or workmanship. OWNER'S NAME I\?E N SHORES PRESBYTERIAN CHURCH PRESENT. ADDRESS 600 N. E. 96th. St. LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) 601 N. E. 96th. St. LOT ,11 ® 18 BLOCK I 100 SUBDIVISION Miami Shores Section #4 GENERAL CONTRACTOR STOBBS BROS. CONSTRUCTION CO. ADDRESS 7070 N. F_ 1 et.. PHONE NO. LICENSE NO. tp� BUILDING PERMIT NO. 5 !01 DATE 9°44.°611, PERMIT FEE $ 82..0/� 0 BUILDER'S BOND L NO. 2(119 DATE 9ml 54)4 ZONE REQUIREMENTS CU. FT. PLAN CUBE 81108 CU. FT. EST. COST $ 220,000 DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: ti. R. Bradford DATE • 9- 16-64 NEW CONSTRUCTION TYPE CRS STORIES One ROOF CONSTRUCTION I Tile INTERIOR CONSTRUCTION Chapel Building REPAIRS DESCRIPTION ALTERATION DESCRIPTION ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTFO TO VILLAGE COUNCIL REMARKS /�� I / 2. _i e ( oC' CERTIFICATE OF OCCUPANCY NO. ISSUED C.I BY 1 I of.., . S4 of t Pre. 4 �e i,n., . �„ TO BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE INS DATE I BY INSPECTIONS DATE BY FOUNDATION q_ / 4.--,L4. 1 / c.,•L ROOF SEWER - 2'3 BEAMS & LINTELS I 1) 1 G POOL SOLAR HEATER TUB & TOP OUT FRAMING 1 I2- 1 4 , 4 :.11,C.4 AIR COND. I l`oZ 0-6 4 T : -'7`� FINAL 1 I CLEAN UP SEWER S • �" �n /3 SLAB I I Ala II -)..A -644' GL rvri �1 � SLAB l " P n A . � A O I V n R t b a n . - t t � r n 661 / 2 -R A- 11a6L i t /O r P 0 FIXTURES TEMPORARY SERVICE DATE I BY RE- INSPECT $ SEPTIC TANK BY ' ROUGHING $ SEWER - 2'3 -''4` I$ $ SOLAR HEATER TUB & TOP OUT $ GAS RANGE CONN. $ SEWER S INSPECTIONS DATE I BY RE- INSPECT BY RE- INSPECT BY ' ROUGHING ) - - 6 LI p 7 - 2'3 -''4` I$ a 17 H. W. HEATER CONN. TUB & TOP OUT I $ RANGE CONN. SEWER $ • MOTORS SEPTIC TANK S I 'S °ILl -17.I FIXTURES SOLAR HEATER $ FIXTURES . S GAS SPECIAL PERMITS PERMIT NO. BY DATE I FEE TEMPORARY SERVICE 5 g 15 p 7 - 2'3 -''4` I$ a 17 H. W. HEATER CONN. I $ RANGE CONN. $ • MOTORS S I 'S °ILl -17.I FIXTURES $ . S INSPECTIONS DATE BY RE- INSPECTI BY RE- INSPECT BY TFMP. SERVICE 1 - 2-y_GJ Llip, ROUGHING I -9 -6VI l4 H. W. HEATER CONN RANGE CONN. • FIXTIIRFS Pr FINAI I 'S °ILl -17.I lP. BUILDING INSPECTIONS jj PLUMBING PERMITS & INSPECTIONS CONTRACTOR 1 I C, F' `+ -' �� PHONE � PERMIT NO. 5 { 5 d I DATE I - I -/ -�i! FEE $ L A6 • r O'"10 NEW BLDG. ` 1 ALTERATION 1 ADDITION SPECIALS PERMITS PERMIT NO. DATE O I � CONTRACTOR ELECTRICAL PERMITS & PERMIT NO. 4 L a" I DATE (Ad' 7• .S -- I/ I ALTERATION 1 ADDITION NEW BLDG. APPROVAL TO POWER CO. FOR SERVICE DATE INSPECTIONS REPAI RS FEE BY ■ PHONE �} FEE$ 5 11.76 an REPAIRS cn N a . 4 `F6 0 CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION N° 1683 Miami Shores Village, Florida, 12-18- 6 6 Owner, Agent or Tenant of Building Miami Shores Presbyterian Church Lot 11 - Blocl�l 00 Street Address 601 N. E. 96 St. Approved use by occupancy Cube - 81108 Chapel Subdivision M. S. Sect. #4 Remarks- 5 701 This Certificate of Occupancy is issued to the above named Owne r for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. UILDING DIVISION Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date , 6 19�? r Owner's Name and Addressa4 .(2 2/ (% / ,` ,) '_ ^ c -, 2/ % No.__u?__ei- Street_ )a i___ r -< a ? Registered Architect and /or Engineer - 'r__..______ Name and address of licensed contractor__' __! i2ti_ ) __t_.._'_ ' - tiF -_ `'_2= __________ Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done APPLICATION FOR BUILDING PERMIT Estimated Total cost of improvements Chairman Member Member MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT 0 State work to be done and purpose of building (by floors) t >� - �' ��/ � � 9� ' ' % .. �'i - , — - i e i ' '- " = = - r - and for no other purpose. New Building y Remodeling Addition _ Repairs No. of Stories To be constructed of_ 16.?... Kind of foundation c Roof Covering F _Amount of Permit $ at J Zone cubage required _Plan Cubage Distance to next nearest building ______— __Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to is, ,i + _'' -- ' ' '' The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. _ - j Remarks ( Signed) _ 7 p' ( ' ) , ' - STATE OF FLORIDA, COUNTY OF DADE. Ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No & 7 D f Date Disapproved Date (Signed) Z21_�� _d �- ? - 3p C Read, Sworn to and Subscribed before me. Notary Public, State of Florida NNING BOARD DATE Building Inspect. My Commission Expires Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $ will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date? a /�, ` Ave Au C/66 -p6L Job Address ( /1i 9 /o ,c7- Tax Folio Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): WORK DESCRIPTION " F- �- S Square Ft. 470,8/4( laws reguating constructio an APPROVED: Zoning Mechanical PL-Aer SL, j." .rn e Signature of owner and/or Condo President Date Notary as to Owner and/or C ndo President My Commission Expires: MARRA A. !I AMOS OcCuy Public, Sato c1 Rorida Mo. 1I18� Eatettil Tho - Otlist !fie? FEES: PERMIT 0 RADON Address Address Address //32 6 `'7 f7 d Legal Description Lc, r l 1— / ' .01 • /O Historically Designated: Yes No c �wn A e [ essee / Tenant / wit f/ 6,Pei ) mace tq,, CI-/c.17gc- Master Permit # ` Owner's Address / O 2, we q‘ sT /h.l to , ! . 2 ? /3 Phone 7_5'yr cis 3// Contracting Co. t- / �4 "1 �b• du Address ( (0 S - S / /�B �� .o? 3‘1 0 Qualifier Y . o.ti z.,y4 'Z. SS# Phon o ) Co g S — F9?c)— v Ce .,^9.3 S ° 421, 09 / /� State # Municipal # Competency #6 / v ° o Ins. Co. (..Y'1 /04 /4neb• *^ 4.G , BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE z dye, ev Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable urthermore, I authorize the above -named contractor to do the work stated. 6"-- Signature ontractor 6 r -8"wne ilder Notary as to Contractor or Owner - Builder My Commission Expires: ■ MAMA A. LAOS 1 b a y F, SiEts c1 Raifda Mt Pk. SMITTO Mx Mel 1 Lert 1—(8017) 723-0121 SIGN Date Date C.C.F. l �9 NOTARY TOTAL DUE e7/..(.5 Building 8/ / �T 4 Electrical Plumbing r Engineering