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795 NE 95 St (5)( 9 Q- MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT 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 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. Owner's 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 Subdivision Street and Number where work is to be done State work , �o be dome an4 purpose of building (by floors) Remarks (Signed). STATE OF FLORIDA, COUNTY OF DADE. ss. Disapproved D (Signed) Building Inspe- or Date 6 ei ,1 No. .7 s g..d" . Street4/E 2YtC W/ and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $....,,2661 " Amount of Permit 00 1.1 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 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 su- ntractors, on work to be performed under this permit, as are licensed by Miami Shores Village. 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 � Date 1 -kS - Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires LANNING BOARD DATE Chairman 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 approval 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. C...7c1,55"cirg 7 State # c-� Notary as My Commi ** * APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address 795 tit 95 Tax Folio 1 1 321)(0 1 + al 80 0 Legal Description b- o` gq / / p ' 2 5v e' P "U. 4 /s " Owner / Lessee / Tenant i 6.9,9ace" Master Permit # 371 Owner's Address 9 7 ' -31/ 6-V Phone 75s‘ S e ' l(74/ Contracting Co. � O /g2<)/v'vd z 1/C Qualifier .C/et-C) ' 114.1)r � z z Phone ( ?`)S) 552 -/52.3 * * * 2onin Mechanical Municipal # Competency # Ins.Co. / /v im C Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICA OOFING PAVING PENCE SIGN WORK DESCRIPTION - �AX7 a /' C/%7,Qc, 3 7) /9 /e t�'`J /T /0 4‘&7;/6 A/4;/)6 / Cu l)D . vC . /C , W Cati tP6 co e ch/i7 �o c 0 e/✓•2 6r s /Oev Pe'e r y, Square Ft. ' 9 ' 411°k- /4 9 () s Estimated Cost(value)44/57°C2 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 AFFI'AVIT: I certi )that all the foregoing information is accurate and that all work will be done in o •liance wi 1)'1 applicable laws regulating construction and zoning. Furthermore, I author',- th- abov-- na co Factor to do the work stated. Signa •r: gf,owner and esient Date' ARY SEAL % uaZaOIW4 B!'F ' S gres:CC255237 � MY COMMISSION EXP. OF F\. JAN. 250997 * * ident * FEES: PERMIT 1 "/ 6 RADON C.C.F. 'C * lumbing Address l Signature of Contract or Owner- Builder Date' d 7 • R tOn*le81ICOTT t OT W DAVI AVI I D S n � OMMISSION NUMBER • 4•:III' Q CC255237 sk MY COMMISSION EXP. OF ° *N. 2f 1997 * Notary as My Commiss * der NOTARY ' T OTAL DUE &1 & ** Fire Other Building Electrical Engineering Miami Shores Village Building Department FiEC1'AVED MAR 2 6 2004 PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbin Owner's Name (Fee Simple Titleholder) j*(C(A- 17)C 41F Phone # BUILDING Owner's Address City Tenant/Lessee Name Contractor's Company Name ! ; t ' f ®C Cr--( C& f /✓ -iJT (a - Phone # Contractor's Address L(6; ( /U' ('V' C--; -- `.:--( City / ; l State f'"L_ Qualifier ( •- yf2/ ti /2_4.77 A �. $ Value of Work For this Permit C/Le State L * * * * * * * ** * * * * * * * * * * * * * * * * ** *F * * * * ** 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Master Permit No. 1`' / WD 3 76 Zip Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO 7d' Z7? 6 Zip ? („).. Architect/Engineer's Name (if applicable) . Phone # Architect/Engineer's Address City State Zip Square Footage Of Work: Number of: Bays Stories Families Bedrooms Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace Describe Work: 1) l C c ( l7 L f ' Cf' c )• Notary $ Scanning $ Radon $ Struct. $ Baths ❑ Demolition County Escrow Fee $ Permit Fee $ ( 04 . Education/Training Fee $ Tech $ Code Enforcement $ Bond $ Minus Plans Check Fee $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip My Commission Expires: APPLICATION APPROVED BY: chc7nros 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 abs • e of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: / l l Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. y Plans Examiner Engineer Zoning Printed: 9/26/2003 Applicant: PATRICIA Owner: CALANDRA JOB ADDRESS: 795 NE 95 L� ILi L u .1 1�J JJJ L Permit Number: ft/M 200347-3 CALANDRA PATRICIA ST C L3 J <_ LaLLi Contractor CENTRAL COMFORT AIR CONDITIONING COBPtractor's Address: 9721 S.W. 102 AVE. RD. Local Phone: Parcel # 1132060142180 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOT 20 & E1/2 LOT 19 BLK 68 LOT SIZE FEE2003 -5791 Building Fee $85.00 FEE2003 -5792 Notary Fee $5.00 FEE2003 -5793 CCF $1.00 Permit Status: APPROVED Permit Expiration: 3/10/2004 Construction Value: $3,000.00 Work: NEW ADDITION WORK Page 1 of 1 Total Fees: Total Receipts: ((oO Signed: (Contractor or Builder) BY: Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Tenant/Lessee Name Qualifier 4 2003 of _. Contractor's Company Name Architect/Engineer's Name (if applicable) Architect/Engineer's Address City $ Value of Work For this Permit Miami Shores Village uilding Department BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing ($Iechanic Owner's Name (Fee Simple Titleholder) p !Cf A cT , o /3 OFF Phone # Owner's Address 29 5 // /3 ' Cit ,' 7 ��1 %eCState FL— Zip 3(3 r! Phone # Job Address (where the work is being done) 1 r 3 E - c t S County Miami -Dade City Miami Shores Village / Is Building Historically Designated YES NO f/ C. Q rvr\ A L CC rr CO a ek k:- Phone # Contractor's Address ` �� S'`- City \-- r .' Soo oP 1'02_ r e State �'1a Number of: Bays Stories Families Type of Work: ddition ❑Alteration ['New Describe Work: ti-.9..0-k-0 • Y ' (I i' )V1. f /+,i i i Permit No. MFaoa3 -113 Master Permit No. 1W 63-7/y Scanning $ Struct. $ Zip Roofing 3CS - 7Se'7V6 Zip 7 ) 7 , k 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Phone # State Zip Square Footage Of Work: Bedrooms Baths ❑ Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** County Escrow Fee $ ' O`' Permit Fee $ x ` 0� 5 .- Notary $ J Education/Training Fee $ Tech $ Radon $ Code Enforcement $ Bond $ Minus Plans Check Fee $ Total Fee Now Due $ (Continued on opposite side) 30-0Dci Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE T() 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 The foregoing instrument was acknowledged before me this day of , 20 _ , by who is personally known to me or who has produced State Certificate or Registration No. APPLICATION APPROVED BY: chc7/7 /o3 As identification and who did take an oath. NOTARY PUBLIC: NOTARY P Sign: Makin Print: : Commit� qnn. :,_ ExpiresMl My Commission Jxpires• , oP Atla m . ' •.�� . 4,�a Fl, (Certificate of Competency Holder) QA-e- Q 5'155g- Certificate of Competency No. \-N(LkA Contractor The foregoing instrument was acknowledged bef'o this day of 400O5 l , 200', by e gi j/ /OE who is personally known to me or who has produced 35 06/ Expires: * *,k * * * * * * * * * * * ** tification and who did take an oath. Zoning * ************** i************ ************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • (y c f - '9) Plans Examiner Engineer ITEM 3ATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE 3IDET LIGHT OUTLETS CENTRAL HEATING It DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK , FLOOR DRAIN SERVICE REPAIRAETER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 If MECHANICAL VENTILATION • SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 FP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT•WASTES A/C WINDOW REINSPECTION WATER SUPPLY T0: AIR CONDITIONERS • A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS • 'HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE _ • SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXT..RES SEPTIC TANK ANTENNA . RELAY TELEVISION OUTLETS ORAINFIELO, 4' TILE/RES. VIOLATION PUMP S ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, TEME OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL Miami Shores Village Sec. 6 -3 Air Conditioning Regulations. (a) All individual air conditioning units installed in walls or windows shall be securely anchored to the walls by approved methods. Units installed over public property, paths of egress or more than ten (10) feet above grade shall be secured to the structure by bolts or screws to resist horizontal wind loads. Such units cantilevering more than eight (8) inches on the exterior of a building shall be supported by steel angle brackets secured by bolting. Bolts to masonry shall be set in lead shields or similarly rot - resistant fastenings. (b) The following special requirements shall apply to the control and regulation of noise nuisance from air conditioning machinery. (1) All equipment, existing or hereafter installed, regardless of location, shall be maintained in good working order. Equipment so located that normal operating noises create a nuisance to adjacent owners or occupants shall be provided with soundproofing, or sound- absorbing baffels, or enclosures, as apprbved'to insure maintenance of a reasonable noise level. (2) All equipment on outer walls, on roofs, or in the other exposed locations, which are unduly noisy, and which causes valid complaints from adjoining property owners or occupants may be required to be relocated, redesigned and/or enclosed in noise- retarding materials when, in the opinion of the building official, such enclosure is necessary or would be effective. (3) Special consideration shall be given to the planning of all future installations to minimise the noise nuisance to adjoining property owners or occupants and the building official shall have authority to reject or require the redesign of any system which, in his opinion, would cause such a noise nuisance. (c) Violation of this section shall be punished as is now or may hereafter be provided by law (Ord. No. 299, Sec. 1 -3, 2- 21 -61). I have read the above ordinance and will comply with the regulations thereof. owner /signature Contractor Signature I have read the above ordinance and will comply with the regulations thereof. 4901.5(a)(Cont) system. However, the schedule shall be no less than: (1) Underground inspections shall be made after trenches or ditches . are excavated and bedded, piping installed, and before backfill is put in place. (2) Before insulation, or otherwise concealing any portion of the system, including but not limited to duct work, piping or any other mechanical devices and prior to the installation of insulation, walls or ceiling membranes. (3) Final inspection shall be made when the system is completely installed and ready to be placed in operation. (b) INSPECTIONS: Mechanical Inspections by Certified Mechanical Inspectors shall be required on all systems. Window air conditioning units in Group 1_ :• Occupancy may be inspected by other certified Inspectors designated by the Building Official. Inspections shall be made according to the approved plans, specifications, the South Florida Building Code and its adopted standards. (1) Mandatory inspections shall conform to this Subsection and Subsection 305.2 of this Code. (2) Mechanical systems shall be tested as required by this code. Tests shall be performed by the permit holder and observed by the Mechanical Inspector. (3) Inspections results shall be approved or disapproved in writing on the permit card at the time of inspection. 4901.6 STANDARDS: (a) STANDARDS ADOPTED: (1) The following standards are hereby adopted in addition to applicable ones listed and as set forth in Section 402. The applicable year shall be as set in Section 402 of this Code: 90A (aa) Safety Code for Mechanical Refrigeration ANSUASHRAE 15 (bb) Power Piping ANSI B 31.1 (cc) Storage and Handling of Liquefied Petroleum GasesNFPA 58 (dd) Installation of Air Conditioning and Ventilating Systems NFPA (ee) Installation of Blower and Exhaust Systems for Dust, Stock and Vapor Removal and Conveyance NFPA 91 Supplement No. 3 49-2 -3 HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR FIRE DAMPER(S) - SMOKE DAMPER(S) FIRE RATED ENCLOSURE 4/ FIRE RATED ROOF %FLOOR CEILING ASSEMBLY , / Y FIRE STOPPING 4 V SMOKE CONTROL 490i.4(c)(Cont) When the proposed work serves an occupant content of 100 or more persons, or has a total mechanical value of $25,000 or more or when the mechanical system(s) with a per system capacity of more than 15 tons or for any structure greater than 5,000 square feet in area designed for public assembly, the plans shall be prepared by and bear the impress seal of a Professional Engineer, registered in the State of Florida. When the estimated cost exceeds $5,000 for medical gas, oxygen, steam, vacuum, toxic air filtration, or chemical fire protection systems the plans and specifications shall be prepared by and bear the impress seal of a Professional Engineer, registered in the State of Florida, who is competent in this field of expertise. All plans shall be prepared and submitted per the South Florida Building Code, Appendix "A ". The plans shall include a schedule similar to the one shown below to be filled by the Architect or Engineer of Record. (d) PRECONTRACT EXAMINATION OF PLANS: Preliminary plans may be submitted by the designer to the Chief Mechanical Inspector before a contract for the proposed work is entered into by the owner. (e) EXAMINATION OF PLANS: The Chief Mechanical Inspector or Mechanical Plans Examiner shall examine all plans and applications for permits. If the application or plans do not conform to the requirement of all pertinent laws or regulations, the Chief Mechanical Inspector shall reject such application in writing, stating the reasons therefore. Plans that are rejected, as stated herein above, shall, be returned for correction. Inked notations on mechanically reproduced plans may be accepted only for minor corrections. If the application, plans and specifications, upon examination, are found to comply with the requirements of the Mechanical Code, the plans shall be signed and marked as approved. (f) PERMIT FEES : Shall be in accordance with section 303 of this Code. 4901.5 INSPECTIONS: (a) SCHEDULE: The Chief Mechanical Inspector may, at the time the permit is issued, determine the mandatory inspection schedule based upon the complexity of the Supplement No. 3 49-2_2 MIAMI SHORES VILLAGE ,1/- BUILDING DEPARTMENT • 305- 795 -2204 U2O Build'gg Inspection Request Date 1 © Type Insp'n Permit No. I ,.V ( 7 Name D...) ILi� 24.4 Address q S I E- s S l Company / o v �/ Phone # Inspection Date [ Oil Approved l /0, c, d4 Correction ❑ Re- Insp'n Fee 71 NOMINAL \WIDTH I /\ 2/6 (X) 1 -N / I 29- 11/16' I NOMINAL \WIDTH 1 FRAME \WIDTH 1 LEaF \WIDTH I 3AYLITE OPG. 2/6 (X) 1 -N NOMINAL \WIDTH 1 FRAME \WIDTH 1 LEaF \WIDTH I 3AYLITE OPG. 2/6 (X) I 31 -! /E' I 29- 11/16' I 20' 3/0 (X) 1 37 -1/2.' I 3 11/16' ! ES' 5/0 (XX) 1 59 -3/4' 1 29- 11/16' 1 20' 6/0 (XX) 1. 71 -3/4' I 34- 11/16' I 25' DOORS 711TH 3/. 6" TEMP. GLASS NOMLNAL DIMS. DESIGN LOAD - PSF DCCR HEIGHT LEAF \WIDTH EX T. i INT. 2/6 71.4 ( 91.3 6/8 2/6 68.0 1 86.9 65.0 1 83.1 2/10 3/0 62.4 1 79.8 2/6 57.3 I 73.3 9/0 2/8 54.4 1 69.5 51.8 1 66.3 2/10 3/0 49.6 ( 63.4 8' MAX. I 12' MAX. TYP. 1 ( oxxo ) II 11 11 II • 11 ' I � 28' D.L OPG. 34 11/16" LEAF WIDTH J \ / l 71 3/4' FRAME WIDTH / 1 . NOTES; .. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA 3UILDING CODE 1994 EDITION FOR DACE COUNTY. ALSO FOR WINO LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOACS. 2. WOOD SUCKS 3Y OTHERS. MUST 3E ANCHORED PROPERLY TO TRANSFER LCADS TO THE STRUCTURE. 1 ANCHORS SHALL 9E AS LISTED. SPACED AS SHOWN ON CE':?JLS. ANCHOR ELMEEDMENT TO SASE MATERIAL Si SE 3EYCN0 ?JAL DRESSING CR STUCCO. SURFACE APPUED FALSE M UNTINS MAY 9E USED 1 '1 1 G Z1 Yr - Q 3/16 TEMP. / G' / n n / II/ I /1 11 161' FRAME WIDTH EXTRA ANCHORS RECO. W/ SZDELrTES ONLY II II I II II 11 II li n Ii it 1 /4'11TEMP. it 1 1 It 1 1 11 II I 11 II 1 11 11 I I ,1 11 i i - I i1 11 50 1/2' D.l OPG. 1 I 11 1 1 it - \ II ------ \ II _E \ 11 1 I I 1 1 1 1 , TYPICAL FL EVAT1ON ( XXOX ) TESTED UNIT 1 ( oxx ) ( xxo ) APPROVED CONFIGURATION, _ /II \ II 3/161 'TEMP. , GL`'ISS / 1 it II / IV I II i II /- 34 11/16" LEAF WIDTH 37 1/2' FRAME WIDTH / 1 I , u E ------ ■ 0 16' / ( o x ) (xo) • Eni r. OR. MJMAYOUN FAROO° STRUM 'R s FI.A. PE } 16557 JUL 1 6 2001 SERIES -100 ALUMINUM ENTRANCE DOOR COMPARATIvE ANALYSIS CHART BASED ON FT1-1051 DATED 12 -21 -9 TEST SIZE .4 72" X 96" (2L=AF ) - DESIGN LOADS - +49.5. -63.4 PSF WATER INFILTRATION TEST = 10.1 PSF TESTED GLASS = 3/16' TEMPERED IM ?ACT RESISTANT SHUTTERS REQUIRED HEIGHTS: NOMINAL HEIGHT IFRAME HEIGHT' LEAF HEIGHT DAYLITE CCP3. 6/8 1 79 -7 /S' 1 77 - 3/8' 69 -3/8' 8/0 1 95 -7 /E' 1 93 - 3/8' 95 - 3/9' WIDTHS: • / I R / \ / • ff \ AP' RCVED AS CCMPL" !NG :•� ; .c SOUTH FLCR'7.a �L LJI`Ir "DE AUG 3 0 2 PRODUCT CG?; T RCL DIVISION 6UILDC c•LE CC..I,■FL :ANCE 2FFI;CEE UI , •'j nIi • c �l v1!^1 `licl 0 I I 1 i I 1 I crowing :1o. w9a -58 I I snee. . of 4 0 U a 0 0 4 16 _ TYP!CAI. ANCHORS SE_ E N. FOR S ?AC :NC 4 • 4. • 1 • N TYPICAL ANCHORS SEE ELEV. FOR S?.AC:NG IF 12 X 1 -1/4" SI•AS O 24" O.C. TYP. 4 TYPICAL ANCHORS SZE E' 1I. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPAC:NG TYPICAL ANCHORS: sEE zuv. FoR s ?Ac:Nc A. INTO 29Y WOOD BUCKS CR WOOD STRUCTUR 14 SMS. 1 -1/2 MIN. EMBED. 3. INTO 1 BY w000 BUCKS OR INTO MASONRY 1/4" DIA. TAPCONS WITH 1 -1/4" MIN. EMBED INTO MASONRY SEALANTS: FRAME AND LEAF CORNERS. INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. LOCKS: STANDARD STEEL THROW BOLT LOCK. KEY OPERATED ON EXTERIOR ANO THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE. 53" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE. 43" FROM BOTTOM CONCEALED THROW BOLTS AT TOP & BOTTOM CF EACH INACTIVE LEAF LOCK STILE MANUALLY OPERATED SLIDE BAR 3/4" X 1/4" X 12" LONG AT TOP & 'BOTTOM OF EACH ACTIVE LEAF LOCK STILE HINGES: EXTRUDED ALUMINUM EU I i HINGE 1/8" THICK AND 7" LONG WITH 5/15" PLATED STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 7" FROM TOP & EO i C M AND ONE AT MIDSPAN Engr. DR. HUMAYCUN FAR000 STRUCTURES FLAT PE i 16557 W000 BUCKS NOT BY DCRALUM. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1 0 ?00 APPROVED AS COMPLYING `PAT}i THE SOLM-4 FLCRIC.A SL"LC:NG ^ CARE AUG 3 0 2 � ` PPCC:.A .,T fTRCL oivls;cn SUILC :.v �. CS CCM?uAN ;.CCE?T NcE':0 ✓I 7C 1; N h i J LAJ Crcwir•g no. i 'N98 -58 (sr.eet 2 of 4 ( t, )o 4' loogs) I 8 S - 86M •ou bu'Moip K !O !S . L' O_ n • ) c 0 C 11 •nom: �� l 7 "11JY 7J!Q 1 IdVi..7 J „_ „J.1J I:OISL \Iv lOhJ: f' r L j- 4rTtl7"r7 A6 f U t J 1 IV 3000 O`JIGI ;E VClbOld H:rOs 3)4.1 H.LW. Oy1.'1d1Y02 St' O3A01 •Od0 7'0 H'.101/e. 0 I1� •Od0 1'G Lt) LSS9■ { Id ^:1_i s3aniOna+_S OOOtry4 Nn0Ay.eq H •21Q :.15 3 I •Od0 "1 'Od0 '1'd HiOIM 4000 ZT OI2T3.LX3 Hifin 3rIv d d%.i VHI14S XV 4 .9 /I ONIOvdS LIO4 •N 113 wS 521014010 TVOid%.I. • COO r 379 TYP. 1 .--- .._.4 I 1 i .1:28 ; ; d i 1----- 2.015 -- FRAME HEALVJAme —1.594 77=R1 .062 TYP. wFr.,7:ERSTRIP ACAPTER 4.3 0 0 • TO P /SCTTOM RAIL .7 .363 41 i 1.275 1 t .362 TYR.-- 4.000 CP,/E: RAIL 1 z L271 SiCE LITE GLAZ:NG SED 7YP. "I NI: c.'7; 1.5 00 1 iL 1.7 1 a :9: .:62 TYP. 4 .55 SCE 1 1TE JAMS -.379 TYP. 4.337 L 1 L 2.291 2.323 77- ;AME =7 0T 7 Cm C2RN7R .125 - .344 : I , . 253 '-; # 1 PLY': 1 1:1%310. 1 1 3v Ci.:C STRUCTURES 15557 '3 - / =DR I prsc::zon I r .ANE I /1=4.A.20m 6363-T5 'F ( z.:mp_!;:•;G Ur; 1 411 • I CC • ' • cc cri ... , 1 2:1 . 1 = Z "4:)' • 5- ■ . i `...--- c ....-.. x : Ac : ‘.... : C r. -0 tfl , C., = ''' . = • C 7 'n 4 ; I 1 •":": : 3 z. ?.....±... •••3_ ,..„.„, 1 LEI < ; ..-,-..; • cs :=-"•(::::7c:......1-.; I I 1 ' I I 1 1 1 • i I I 1 I : :11 I :•-•• 1,1 1 • zrowir ;;• no. W 11 I 0v-299� 2t 3:CCR 7 C1 2 /7Ta• RAn_ 6061-T6 3 1 Sy '' eS90 A S Rt : S. VE A 71-ER : 7 4 OAP TER �6J-76 4 I 0v-39898 tiocc-sz I n-QC:1-Q_3 • 6063-T6 5 I .7v-2 AS REZ:. S:DC L.:Tr GLA:sc 3EA: 6063-76 6 1 0v-39e96 1/1..J ;;At ST:L.:: 6065-T6 7 I 3V-29:9(11 lit_sAr LX STILE 6063-T6 8 5.-1-99897 AS ;2£7.0. S:3E"....:7:: _4443 6063- r6 9 1 :y-2S9.03 1./Cr.AntcR ASSI:x3LY ST:rr:NER 6363 r6 10 J 5V-292 3,4_J HING2 pcX14 ar 6r..63-75 11 I Sy-39245 3/t..:Ar HINGE F'R.A.K p10-4 6063-75 12 1 - 2/T_CAr 3/9• X 16 X 32* LONG nAIRCA:C: RCO :T t 7..L 13 - 2/LEAr 3/9 X :6 Nur - :4 1 - 1/NINGE '5/16' X 6' RCO PLArt:, ST:Cr.... 15 1 , El/LZ,A.: 1/4' SETTING 3t.:;',;:X i mr_CN :6 I R's- AS c3. GLAZ:NG NEDGE. 1 ',/ :NYL :7 1 PV - AS REZ:. 31:L3 vEATHCRSTRI? 19 I P3 -9'0a A S ; CC. R1LZ vCATKERsTR:polNc :9 1S:L:CZNE P._:.!S - SIL:C.:Ni: 1 ::."4 :::RNING :. :::;_;:v. 20 1 5c25. As RE:::. FLUSH 3CLTS 1 OELT A :NO. R 33u:v. 21 1 C?-3111 - ENTRY L.:1CXSZ7 1 7,4C3 ZR *.fE:7L.:Cx 22 1 stOxl• ?.PS • :cx:• Rn-iPS AS:::‘43 sz:RCVS I A T ALL rRAKr.. ..:1:::N73 • COO r 379 TYP. 1 .--- .._.4 I 1 i .1:28 ; ; d i 1----- 2.015 -- FRAME HEALVJAme —1.594 77=R1 .062 TYP. wFr.,7:ERSTRIP ACAPTER 4.3 0 0 • TO P /SCTTOM RAIL .7 .363 41 i 1.275 1 t .362 TYR.-- 4.000 CP,/E: RAIL 1 z L271 SiCE LITE GLAZ:NG SED 7YP. "I NI: c.'7; 1.5 00 1 iL 1.7 1 a :9: .:62 TYP. 4 .55 SCE 1 1TE JAMS -.379 TYP. 4.337 L 1 L 2.291 2.323 77- ;AME =7 0T 7 Cm C2RN7R .125 - .344 : I , . 253 '-; # 1 PLY': 1 1:1%310. 1 1 3v Ci.:C STRUCTURES 15557 '3 - / =DR I prsc::zon I r .ANE I /1=4.A.20m 6363-T5 'F ( z.:mp_!;:•;G Ur; 1 411 • I CC • ' • cc cri ... , 1 2:1 . 1 = Z "4:)' • 5- ■ . i `...--- c ....-.. x : Ac : ‘.... : C r. -0 tfl , C., = ''' . = • C 7 'n 4 ; I 1 •":": : 3 z. ?.....±... •••3_ ,..„.„, 1 LEI < ; ..-,-..; • cs :=-"•(::::7c:......1-.; I I 1 ' I I 1 1 1 • i I I 1 I : :11 I :•-•• 1,1 1 • zrowir ;;• no. W 11 MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Curv-A -Tech Corporation 930 West 23 Street Hialeah, FL 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have 'this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Tube Mullion APPROVAL DOCUMENT: Drawing No. M95 -19A, titled "Aluminum Tube Mullions ", sheets 1 through 3, prepared by Al Farooq Corporation, dated 117/95 with revision A dated 02/01/02, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this produ TERMINATION of this NOA will occur after the expirat materials, use, and/or manufacture of the product or proces product, for sales, advertising or any other purposes shall a with any section of this NOA shall be cause for termination ADVERTISEMENT: The NOA number preceded by t thc expiration date may be displayed in advertising litcra be done in its entirety. INSPECTION: A copy of this entire NOA shall be provi• to t c user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of thc Building Official. This NOA revises and renews NOA # 99 0323.02 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. UAM1 -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-290S o fth-. s be his BA as r� a `0 Is ion or change in the dorsement of any NDA. Failure to comply aunty, Florida, and followed by e NOA is displayed, then it shall NOA No 02 -0313.03 Expiration Date: March 23, 2007 Approval Date: August 22, 2002 Page 1 4.000 6.000 STEP 1 STEP 2 STEP 3 STEP 4 STEP STEP 6 2.000 _ TYPICAL WINDOW FRAME 2.000 TYPICAL GLAZING PRODUCT 3.000 —, 4.000 — MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL` OR VERTICAL SEE WINDOW OR 00CR APPROVAL FOR FASTENERS SIZES ANO SPACING INSTRUCTIONS: USE CHARTS ANO GRAPHS AS FOLLOWS. DETERMINE DESIGN LOAO RECUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE CAGE COUNTY APPROVED GLAZING PSCCUCTS ME1NC ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUL'UCN AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS CN SHEET 2 SELECT MULLWCN SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STE? 1 ABOVE USING ANCHOR TYP ON SHE- 3, ANC ANCHOR GRAPHS CN SHEET 2. SELECT ANCHOR TYPE WITH CES!GN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STE? 1 A50' Z. ( LOCO RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 1. ALL GLAZING PRODUCTS USED WIT4 THESE MULLIONS MUST MEZ1 THE APPUCASLE LADE COUNTY REQUIREMENT'S I.E. WINO LOAD. AIR & 'WATER INFiLTRATICN, FORCED ENTRY RESISTANCE SAFECUARCS ETC. 2. ANCHOR EMBEDMENT TO 8ASE MATERIAL SHALL 3E BEYOND WALL COVERING (STUCCO, TILE ETC.) 3. ANY CCNOrCNS NCT COVERED IN THIS sUeM11 -AL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MUUJCNS TO BE ALLOY 6063 —T!. Engr. OR. 4U4AYCL i %viCCC v STRUCTURES F1. RE j 16567 FEB 1 1 2002 A nprnved a. cnnplying with the Florida fluidia3 Code D�Ic 7 . O NO. ,Allem( Dadc Produc l ral c a 7 1 n C; 0 ! nI a 0I 1 =1 U W C I -I CI c i 0 0 I O V • drawing no. M95 19A sheet 1 of 3 J •�- GLAZ!NG PRODUCT .r vERT1CAL 1AULLON GLAZING PRCOUCT Nods Nomn I 2'xb'xI /9' aLUn xn CT-^'1 7x1 TLEEI ! I I i ` I '\ 1 I ( 1 I \ I I I I 1 \ \ I 1 9 -1/8'I uUL' SPA/4 1 \I V 1 \ I 1 J , 1 1 7 -Iy4-I 3 I\ ! 1 3 � 4 1 1 \ 1 I ! I 1 \I I I \ 11\ \844' I \ I 1 1 I \ 84. I f 1 1 1 1 \ 11 1 1 u0LL 1 aN 1 j]3 \ I\ I 1L i. 1 1 ! 1 I I �4 1 1 1\ I \ 1 \1 I I I i 1 ! I ! 1 1 \1 \I 1 96' 1 I I I \ I \I 1 I 1 I I I I 1 ! 1 1 I I i I I I i \I \ 1 \I I 1 iaa'1 I i 1 I \I 1 1 1 1 1 I ( I I I! ,1 1 1 1! 1 1 z0 I I 1 1 1 1 1 1 1 1 ! \� I 1! I I 132.1 11 --h, 1 1 1 1 1 1 I I ! 1 1 1 1 1 1 • I' I I i\ 1 ' \ 1 I , » ALUtl. TUBE w arct i ` I '\ mx� I \ IL 1 \ I I I I 1 \ \ I 1 9 -1/8'I uUL' SPA/4 i 1 1 �� J i 1 [ 1 I I 1 1 I '`8'l 1 1 1 3 � 4 1 1 ] l ]] I I I 1 1 \ 11\ \844' I \ I I i I I I 1 1 1 1 I I 1 1 63 1 I I I 1 ,\ 1 I 1 I 1 1 I 11 i. 1 1 ! 1 1 I l I I I �4 1 I \ \1 I I I i I 961 I I 1 1 1 1 i I a4 i I I I I 4 I I I I ! 1 1 1 1 I 1' 1 108' 1 I 1 I I I I 1 I 1 ANCHORS TYPE A ANCHORS TYPE 8 1 r<CCT-5 1 1 I 1 % -5 if= 1 { 1 1 \ 11\ \844' I \ I I I 1 1 1 I I ,\ 1 { \ 1 1 1 { i 1 I TAT 0 96 " . \ 1 1 1 I 1 I 1 1 1 1\ 1 1 I I I 1 I I\. 1 1 I I 1 \l 1 1 1 t I \ \ I j 1 I 1 I\ 1 1 . \3f3 /8 I I 1 I /lit = 3\ I I\ 1 1 1 1 ! (� 1 N \! \ 1 \I 1 I I 1 1! 1 1 f { b ?\ \ \ 1 I I . I 1 1! I! 1 1 I I I _ -k\ I \ 04 I 1 1 i I i 9 7 { I I N \I \ MuLN ! Li) " \ \ I 1 I I I ' I\ 1 Nummartism ~ ` lhI1I��� 9 I . \ 1 \ i I \I \ 1 \ , \I 741- 1 \ 1 N 1 1 1 ANCHORS TYPE 8 1 r<CCT-5 1 1 I 1 % -5 if= 11 �Ra \ 11\ \844' I \ I I 1 1 1\ ! ,\ 1 1 \I \ 1 I\ 11 i 1 TAT 0 96 " . , -- are 1 1 1 1 1 1 1 1. I \ \ N- °, I I I i N \I I \I \ 1 I j 1 I 1 I\ 1 1 • 1 ��� I /lit I 1 1 1 I\ (� a 1 1 1! 1 1 ��� 2 1 I 1 1! I! 1 1 I I 1 1 i 1 1 \ i I \I \ 1 \ , \I 741- 1 \ 1 IM GLAZING PRODUCT 1 \I \ X N \I 1 \' 1\ \ I I\ 1 I V 1 6,31 \\'111\ \ 11\ \844' I \ I I ( 1 \ I ! 1 'N\ 1 I\ 11 I I 1 i N \ \II \' 1 I \ \ N- °, I I I i N \I I \I —I I j 1 I 1 I\ • 1 1 I I I I I \1 I I 1 1 1 I\ (� a 1 1 1! 1 1 2 1 I 1 1! I! 1 1 I I GLAZING PRODUCT IM GLAZING PRODUCT GLAZING PRODUCT [ANCHORS A.3. OR C f l4.1ULLICN SPAN jJ lr c 4 c J um H � W Cl to c7 22 1'.2'.1 /8 ALUM TUBE PC MEL GI X2 1 -1 \ I 38 L SPAN I 1 \ 1 1 MULLION LOAO CHART 30 49 5B 66 70 89 TRIBUTARY WIDTH - INCHE3 ANCHORS TYPE A.B. OR C W1 —TYPE ANCHORS A,3, OR C 1 \ _A CHORS A.B. OR C W2 TRIBUTARY WIDTH = W1 + W2 2 rHORIZCNTAL MULLION 19 • 11 1 I V 1 1 y 1 m=1 I ! 1 I 1 1 1 1 Ida; I i1ULLICN LOAD CHART I I +3' .:i8' Awn 7 90 5T1.. Gin 1 ' el-3/8' GUL1 SPAN I 1 1 1 I I 1 1 I I 50 -5/8' 74--1/ / 1 631 rT - t `\ I I I I I I I 1 1 1 ' i I I l 2d 30 48 5a b0 70 8a TRIBUTARY WIDTH - INCHES TYPICAL MULLIQN ARRAINGr MFN T S 56' 1 1 1 1 ANCHOR LOAD CHART 1 1 1 1 1 I 1 I 1 PA I\N,\1 j Ii�.i 1 . ..I ii �.I����I.��i .•.i�.. �� . •. �..� 2Z 321 4Z 52; 6Zi 7Z o'f TRLGUTARY U=DTH - INC -E2 LL cn 0_ FSR AV H RIPTI N MULLION LOAO CHART 221 321 421 s0 6b 721 80 TRIBUTARY WIDTH - INCHES Tr J 0m J m z M n m� ANCHOR LOAD CHART MULLION LOAO CHART cO 2g as GO GO 70 Ga TR1-UTARY WIDTH - INCHES 1 /4 m . 221 3a 42. 50 62! 78 80 TRIBUTARY WIDTH - INCHES C1 .-r m N ID C ! 1 5ANCHCRS TYPE Cl .cc-r-c Ch ; i Engr OR. hUW.YC./N FARCCC STRUCTURES FLA. PE 165S7 FEB 1 1 2002 MULLION LOAD CHART 20 3Z 4g Stl ii0 78 SZ TRI2UTARY WIDTH - INCHES ANCHOR LOAO CHART 2J :7O a0 GO GO 70 GO TR_,U T ARY WIDTH - INCHES App rm•ed cnm plying with the Florida Q afdin Cate iaml D2de P raduc• nn av L c Z C . NI 1 CI I} ! y l _ I 1 � I O , 5 I 1 I I N S 1 a a 1 0 1 Y drawing no. 1 M95 -19A1 sheet 2 of 3 1 ANCHORS TYPE 'A' 1 0 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE MUWON MULLION 2 X 2 X 1/8" ALUM ANGLE — 2 -5/8" LONG MULLION 2 X 2 X 1/8" ALUM ANGLE � • PRECAST CONC. SILL 1.500 MAX. 1.500 MIN. 4 ° L , 14 S.M.S. 1 -1/2" MIN. EMBED INTO W000 1/ ANGLE 4 14 S.M.S. 2/ ANGL NOTCH ANGLES TO CR TRIM `MISS MARBLE SILL / °' = 3/16 DIA. TAPCON t 1/2" MIN. EMBED 1/ ANGLE 4 ,11 utut ►►1► ►111111►Il b 1, � d• 4 0 0 0 N 2 X 2 X 1/8" ALUM ANGLE 1 14 S.M.S. 2/ ANGL 1 MULLION . - MULUON s 2 X 2 X 1/8' ALUM ANGLE 2 -5/8" LONG 1.5CO MAX. ANCHORS NB' '11111111115►uu ►:►n ►uma u n► :. 18Y CR 28Y WOOD BUCK 1/4' 0 TAPCON ..L1 -1/4' MIN. MASONRY EMBED 4 2/ ANGLE z MULLION - 2 X 2 X 1/8' ALUM ANGLE } 14 S.M.S. 3/ ANGLE ANCHORS TYPE 'C' - , - I v Engr. DR. HU`AAYO'.JM Y.►ACCC STRUCTURES Fit_ PE 1 16.557 1 2002 j Ilsn u► u u utuuu ►u n►a , 11111.11111uu►un►►n►uu►►u►u►u - MULU0N 4 2 X 2 X 1/8" ALUM ANGLE 3 -5/8" LONG 1.500 MAX. NOTCH VCOD SUCK TO ACCOMODATE CLIP ANGLE TO MASONRY °, a 1/4' 0 TAPCON •'L- 1 -1/4' MIN. EMBED 2/ ANGLE ° CONCRE c CR CONC. FILLED BLOCKS u►unnnu►anunn■•• J ° WOOD BUCKS NOT BY CUR`• /Ai `CH MUST SUSTAIN LOADS IMPOSED. Apprn cd as complying with the Flnridn Buidin ale Date „ CO NOAM 1 1fiKfKIIIIra Miami Dade Product Dion By leP:ZW c r z 0 0 0 U 0 • 0 0 I C ol >, VI rn N N 0 n z 2 CL O 'E _ I O W U v) A Q C• � O U rn Q U U 0, 0, z 0 z a 1 r. = - I i 1 S: l 4 s I I C 1 I 1 u I ' drawing no. •I M95 -19A i sheet 3 of 3 Date Type Insp'n E c Permit No. l , 03 113 Name CQkorCjra d it ►�/o1 . Address ../ ,/� ME q s Company � o C3mt1 Phone # �� S Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTME 305- 795 -2204 Building Inspection Request 9 .6 4, A •G P. 4. MIAMI' SHOPES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Reques DateI�col"! Time Type Insp'n Permit No. 11E�,,`r k)' 11 Name D() hd Address - I C l 5 tF - l l� S Company ?YYi-e. � Phone (345c1b Si ` For Inspector: brl. I `CJ`•' Name & Date 94 / 2-J .-03 Approved Correction Re- Insp'n Fee U 6 6k._ LOAD CALCULAT1Ot4S FOR RESIDENTIAL AIR CONDITIONING 'For' Name Address City and Slate or Prov Br Contactor - Address • City Winter Outside db 4"4 • I F Inside dD Winter Design Temperature C,►Levi Heating Summary Total Heat loss for Entice House (line 15) s 25, 1 442 Stub Ventilation CFM a \ none Winter Oesign Temperature Different* s - Z F3 'F Heat Required for Ventilation Air : 1.1 X 0 CFM X 0 • •F s 0 Mutt Design Heating Load Requir s .Z 5, 14 6 Rtousei O (Vent) is 26. 1 4- Stun Total Sensible Gain I Total Latent Gain + Total =. Sens. + Lat. at , Equipment Summary FROM C*crAL.ob .Make TAN ITRoLModel n1 -CT 4A 1 As A4 -El -1a TY P E -C • HeatI KW. t 0 H eating Output fgn .00 0 ©ftdency loo Sensible Cooling or*) X4 c3 O 0 Latent Cooling(WW4) 1 2 O 7 i Total C f) 4'4 OOr, CO -MI SPF (\I, 0 Cooling CFM 1 6Z t7 H 1 zo Sint* Thermostat He ( ) Cool( ) Hea1/Cool( X' ) flight Setback( Construction Dais windows C L _ E AR_ \ C,AS Floor c„rs.LGu(_ArGO Cooling Summary moo. a t Z R3z 4-0, Be-;7 Doors 50LID I \W QQ p cop,e- wails ' /F" 51 g ", coi4c BLoc 1�'>%JI NSU�AT1Q 4 " DRYw ' RoosAsr' +A - V 51-4INGL , 3o* Fe1 --7 " E xT. G Rs�• � P LYW oo t7 cedin Vz" DRYWA -- R -$7,1 NI SOL. TivN 72. ze SHEET-1# 1 Plan No. AC - Oate 8 - -0 ( AM -(, G v-- Calculated by Design Conditions • •F Summer Outsidedb 9 •F Insidedb 15 •F Summer Design Temperature Difference Room RH So % Deity Range 1 5 13 TUH 13TO f3TOH Partitions Basement Walls .� GtoundSlab 4` co .4c. 0 tn1 .5uL•TIoN F---• v , 1- - • 1 ,... V •- ' N -r 1I E NO. HOURS OF OPERATION CX ►o5uRC 6PACC - 612E X I c 26,, 2760. rT, X 8 _ o - Z 1 0 1 cu. rT, TOTAL Ti MAT[ YOR TIME PC AN LOAN LOCAL TI INC SUN TIME ITEM 1 AREA O OVANTI I 3UN GAIN OR ,TL M►, DIFF, FACTOR BTV /HOUR COND. WIND M/H A 0a Wa %RH OP GR /La, SOLAR GAIN-GLASS i 3 2¢ 0 2 5 I OUTDOOR q () � � 6 z 13 V' GI-ASS 0 7 S FT. x z 6 .3 % 5 GLAS 1 6, 50. rT. X " 2.,3 x ROOM X x X , z• 9 � 0 -- • . e GLASS• SO. FT. x 27.4 x 27 1 3 l VCNTI- CATION OUTDOOR AIR ►fO ►LC X CFM /PC RS ON= A. 4 GLA55 7 50. TT. x ( OZ.7 x •SKYLIGHT SO\ /T. X X SO,LAR AND 1 TRANS\ GAIN -WALLS AND ROOF ....4 / 2 WALL + f I 50, rT, x ,rJ. x 0. 1 2 5 WALL � 50. \FT. X Z7, 8 1X 0, 1 z 1 FT. 34.1 x O. I z. 1 I i I I 1 i 1P BO, FT.X CFM /S O. FT - / ( I B O f 1 67 CT M INFILTRATION INFIL- TRA TIDN SWINGING DOORS ►f OP LC X CFM /PC ►60N� REVOLVING OPEN DOORS DOORS X CFM /DOOR _ C7,NAUST FAN E WALL 4 ✓ 6, SO. X W WALL 54, Z 50. TT, X Z6., 1 x O. I 7 ., ROOF- SUN76, 2750. FT. X . C2•C..7 x OI 0 s 1 1 I I 1 f 7 6 V3 CRACK r[CT X CrM /DOOR - CFM IN ►ILTRATION� ROOF-SHADED 50, F X X CFM OUTDOOR AIR TNRV A ► ►A RATVS _ _. CrM TRANS. GAIN- EXCEPT WALL AND ROOF ALL GLASS SO. rT , x % PARTITION 50. FT„ X X SUPPLY SUPPLY AIR QUANTITY ROOM SCNS. H[AT CFMSA I CFM 1.01 % F DESIRED Dlrr, C EILING 50. FT, X x I BYPASS CFM C /RSA CFMOA a CFM BA rLOOR . 50. PT. x x 1 ,1, HEATING LOAD INFILTRATION I 7 S CF.\x LE X 1 1 Z ✓ 3 � CO N DI TIONS D 6 WINO TEL. MILES HR, DEGREE DAYS w o. 1,00 R 53660 Ft / 6 . o. -3a. 1 1 7 3 INTERNAL HEAT PEOPLE A I PEOPLE x 349 o Z 0 oUTS I0 0 1H51DE X X X X X x POWER I HP OR KW X 1 OtrrERCNCC X X X X X X LIGHTS WATTS x0.1 X 1 AREA OR I TT ..IP. DIrr. PAC, BTU /NOVR APPl1AHCC S ETC. I x 1 ' ITEM OUANTI TY ADDITIONAL HEAT GAINS I 1 TRANSMISSION LOSS \ SVB TOTAL I ALL GLASS SC. T. A STORAGE 50. FT, X 1 x (- ) 1 1 PARTITION 50. FT, 5 u TOTAL I NET wALL 50. •T, SAFETY FACTOR I ROOF 50. FT. 1- \ROOM SCNS IBLC MCAT 0 0 p 1 Z I� rL. ON GR. LIN. TT. SUPPLY SUPPLY DUCT OVCT FAN HEAT GAIN 5.. LEAK LOSS n • H.P. n FL.ABOVC aR, 60. PT. INFIL. CFM OU70009 AIR Cr. X r X Br x 1.05 1 I RISC. 2- EFFECTuvc 900M TOTAL NEAT Q I TOTAL NEAT LOSS IN •TU /NR, LATENT HEAT INFI ION (1 5 Cr. X I 0 9 GR/L• X 0.11 191 l 0 ci TOTAL 070 PER 50. ►T, NEAT BY 01 ACCT RAO PEOPLE /! PEOPLE x \ 2. 3c::::. 1 I 1 ( 614-o %NCAT aY AIR STEAM L6 /HR x 10so\ I ! 1 NOTES A G f ,,1 SEE 4T 1 6. CALLS ON 5' i1T• 4 7 EQuIPT: 5 EL6cTI0 N fN F9 . �1 1 ) S E . A,• 1 o � ` -17)N C U, Am U GK ]- L�-8- , 4 1 AP4u : - " 4E3- O , APP(,1AHCE5 ETC. I 1 1 ADDITIONAL NEAT GA1H5 I 1 1 1 VAPOR TRANS. so, FT. X 1 100 x I GR /L5 X I 1 • I SVB TOTAL 1 I 1 SAFETY /ACTOR w I 1 I 1 3- 900. LATENT NEAT 1 I A 1 1 "9 1.1 SUPPLY DUCT LE AKA0E L055 \ 1 1 I 0070009 AIR Cr. x OR /LB x or x 0,11 1 1 1 4- crrECTIVC ROOM LATENT HEAT 1 1 �7 I IV 6e . 1 1-1 T. = 3) f 00 5T U 14 ✓ Fj EFFECTIVE ROOM TOTAL NEAT 0 1 1 1 1 . V NIT 7 . = 2-r7 5T0 .4 OUTDOOR AIR HEAT SCNSIOLE CFM x • x (1- I or X 1 01 1 I I LAt ' c , N. I-} T. 30 a I. 05% LATE Cr. X GA La X (1- I •r) x 0.1• 1 1 I 1 1 RETURN RETURN 6- SUB TOTAL I I 1 OVCT DUCT HP OCNUM,ANO CAN GAIN w • PUP Po LOSS NCAT GAIN % • 1-CAN n I 1 1 $14 `7 TOTAL HEAT GAIN BTU /HR. I ; 1 40 TONS- l THERMAL LOAD CALCULATIONS CUSTOMER -- PROJECT MADE BY CHK'D BY DAT E 2 JOB NO. SHEET NO. Z JOB: CONDITIONS: OUTSIDE: INSIDE: I TEMP. DIFF: ITEM AREA SQ.FT. T.D. FAC. BTU /HR II ' 3 cze Z Z x � ALL GLASS : Z , oq- ) ( Z t O PARTITION: 2 g NET WALL: I ( (D Co C2 S X 0,t2) S 5 1 "T ROOF: 2(O Z7 � c (2 .6) 4— FLOOR ON GR.: 26' 2 l (Z8 K 0 38) 30.4 ZQ INFILTRATION:c.F fr \ ( ' 7 5 <Z 8 x . ( O ) t Q, Z4 Misc.: woof) 0o0R5', 36 x 0 . 33) S3 R.W. D.B. 44- 7 ZS A 4V (, C.11-1 HEATING LOAD CALCULATION • TRANSMISSION LOSS TOTAL HEAT LOSS IN BTU/HR. S NEST* 3 DATE: g"" 1 Z- O Z 2 - 5 ,1 4' 15, ( 4(o HT .LOSS BTU /Hi - . K.W. 3413 BTU /HR