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846 NE 97 St (4)Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 3/5/2004 Applicant: SILVIA MARIA STANFORTH Owner: STANFORTH SILVIA MARIA JOB ADDRESS: 846 NE 97 ST Contractor RAMI AC Local Phone: 305 - 266 -3808 Parcel # 1132060142730 Mechanical Permit Permit Number: ME2003 -223 Contractor's Address: 120 NW 64 AVE Permit Status: APPROVED Permit Expiration: 9/8/2004 Construction Value: $3,100.00 Work: INSTALL NEW 18,000 BTU NC SYSTEM TO NEW MASTER BEDROOM ADDITION Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOT 10 & W1/2 LOT 9 BLK 74 LOT SIZE 75.000 Fees: Description Amount FEE2004 -1512 Building Fee $150.00 FEE2004 -1513 CCF $1.80 FEE2004 -1514 Training and Education Fee $0.60 FEE2004 -1515 Technology Fee $3.75 Total Fees: $156.15 Total Fees:,15gg15 Total Receipts: `` ?0.00 Sk Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Architect/Engineer's Name (if applicable) Architect/Engineer's Address City State $ Value of Work For this Permit '92 66 .O 'z' 5 V_ oo Miami Shores Village Building Department Code Enforcement $ Bond $ Minus Plans Check Fee $ 5b O r Total Fee Now Due $ S ( . /5 Permit No. hi 03 ®` ) Master Permit No.c S - / 7 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing �/ �� Owner's Name (Fee Simple Titleholder) C? :/i /rf 5-'40,1 r � t Phone # act S �`j7 Owner's Address 8`y 4)E. 9 5-,1 s State �L Zip 11/1 6 City / ��/'i�M/ �h02 • Phone # Tenant/Lessee Name Job Address (where the work is being done) 85/6 Ale- 9 7 5 lie. City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO AIR Contractor's Company Name RAM; AIR C_Si`?7 (4 G3 f , Phone # Contractor's Address ) 2 C) Air IA/ Gel A UJ City / ;AA( s' State ) Qualifier J yi Zip _5.312 G Phone # Zip g /1 8' Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** County Escrow Fee $ AaZt. Permit Fee $ 30 ,/�� Tech $ �: 75 Scanning $ Education/Training Fee $ C 6'r Strict. $ �^ — 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Number of: Bays Stories Families Bedrooms Baths ❑Demolition Type of Work: Addition ['Alteration ['New ❑ Repair/Replace Describe Work: RaS >d ��/}1 Notary $ Radon $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address _ City 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 promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose roper pp cant must P p ty 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, th e inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this ) q day oia',WIre_, 20(23_, by who is personally known to me or who has produced NOT PUBLIC: 3i RACHELLE SANCHEZ ='c MISSION # DD 169154 ;' 4 EXPIRES: December 3, 2006 1 „Ii ,5ito� _ Bonded Thru Notary Public Underwriters 'riot: vly Commission Expires: My Commission Expires: ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) Certificate of Competency No. ****************i** r*****ss***************** s********* s***** ******* * * * * * * *s * * *s * * * * * * * * * ** * * * * *s ** PPLICATION APPROVED BY: tate Certificate or Registration No. c7niO3 As identification and who did take an oath. State Signa Zip Contractor The foregoing instrument was acknowledged before me this S+ �" day of� ®� 7 20 by it4 who is personally known to me or who has produced NOTARY PUBLIC: Sign:. Print: cation and who did take an oath. * . * My earawassion ee942347 •11 _ Plans Examiner Engineer _ Zoning Miami Shores Village f_ w Type of Work: Describe Work: Notary $ Scanning $ BUILDING PERMIT APPLICATION FBC 2001 - S Value of Work For this Permit . S Submittal Fee $ Code Enforcement $ Total Fee Now Due $ j U LLS (Continued on opposite side) Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 5111/114N-S1 FO r t�'f Phone # _', ©., 75'/ Owner's Address CI l.0 • 7 - t' City /V1 !AMA S k 0 rc 3State T I A Zip 0 3 g" . Tenant/Lessee Name Phone # Job Address (where the work is being done) $ '7 6 !. 9 7 5 t City Miami Shores Village County Miami -Dade Zip / Is Building Historically Designated YES NO Contractor's Company Name K 6 /✓ chi 11 Apr ILAN Ge-S Phone #6 OD 3 8 Z (1 Z Contractor's Address 1 3 3/ 0 S L) 7 5 City AA 1 A M I State 17 Gl, Zip 3,31 83 Qualifier 70 P - 5 (: /Vl 2i NCZ Architect/Engineer's Name (if applicable) r Gi ivowCj0 6 v'M (' Z- Phone # C V .. y ( Z / 2 Addition ❑Alteration ['New ❑ Repair/Replace ❑ Demolition 8..e.dhooAA) - bLO r Permit No. Me 20033 Master Permit No. W.2063-13'8 3 Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** '00 Permit Fee $ `� l ®� CCF $ Training/Education Fee $ . b O Technology Fee $ Radon $ Bond $ Structural Plan Review. $ 4,,1 ,,,, P Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's. Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building pennit 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. APPLICATION APPROVED BY: Chc 10/14/03 Owner or Agent The foregoing instrument was aclrnowledged me this LO day of , 200''x, bySi (v t l . 9 vc , who is personally known to me or who has produced As identification and who did take an oath. NOTAR / PUBLIC: Si I,JC. NOTARY PUB Si P 'st: My Commission Expir The foregoing instrument was acknowledged before me this 1 2+ day of N0 b _30(t),(_ NQH t ✓ts - - is personally known to me or has produced FL- as identificatio ' and who did take an oath. try, * P90 JAnuiry 28, 2007 My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 7 . c+ 4 G`rt�til Plans Examiner Engineer Zoning Qualifier Type of Work: Describe Work: $ Value of Work For this Permit 5 7/ Total Fee Now Due $ Q 0 6 �.S (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) 51 l y/ J\- S fit. N r o r th Phone # Owner's Address 8 q( JO L• 9 7 S r cit y I tAikm l S k o r 3State T.' /A Permit No. me, 2�)323 Master Permit No. 130063 —13 73 Zip 13 E' . Tenant/Lessee Name Phone # Job Address (where the work is being done) ___F `7 6 VC. to 9 7 5 a r City Miami Shores Village County Miami-Dade Zip 1 S / 1 9 Is Building Historically Designated YES NO Contractor's Company Name G( et) CG A 1 1 Apitiv c S is Address / 0 S G) 7 j Contractor's � .3 3 City /A A 4 A4 I State rr / k. Phone #6 0.0 3 r° Z f Zip 33 / L ?3 Architect/Engineer's Name (if applicable) ll_ /m C1® 7 am Phone # ( . q i Square Footage Of Work: Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition A/ - }vx LdhooAAY 00 3 T cal, s l k * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ 5d •00 Permit Fee $ `T't?"j i l ® � CCF $ J .., Notary $ Training/Education Fee $ . 0 Technology Fee $ Scanning $ Radon $ Bond $ Roofing Code Enforcement $ Structural Plan Review. $ tca 14 . 7 . 1 0 4 1 7 5 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD tQ#1,6107250070: LICENSE MDR 1 • . ko1d2.5t2.o9 .03_5889 • - • 'the CLASS 8 AIR CONDITIONING CONTRACTOR Named .belo IS CERTIFIED - • , Under the provisions of Chapter'489 VS. , 1;xpiration date: AUG 31, 2004 • 4 fARTii, JORGE R .<ENDALL APPLIANCES INC 13310 SW 79TH ST MIAMI FL 33183-4102 JET- 1 2 USE KIM 13IN4(...LEY— lEYER • VER.NOR DISPL,\ AS REQUIRED BY LAW SE C."R.ET ARY PLEASE GUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE . . _ SIP, 1 F 01- FLORIDA lifil'ARTMLNT OF FINANCIAL S' vlCES DNISION OF WORKCOS COMP, iklION CONS IRUCTION 'NOUS FRY f 1FK. A 1 01- t XLMP 1 !U1' i ROM FLORiOA WORKERS' COME iON LAW EFFECTIVE: Y. 42,3 XPIBATION PEKAA4 8g4iRK 282-C3-599 r 592213248 OUSINU.t.„ KENDAIA APPLIANCES INC 1331(i SW 19111 ST tMI GERARDO a 33183 F 0 L H E R NOTE: Pcscn*, to i;haptEr 440, .S a sale prjPflafor, parts.N, cr cifir of an who elects ex.smgon tion the Florida Woricar' Comp .:Ise, o Law may not reco;e' oeneflts or cor?ensalic.o - - -- CUT HERE * Carry bottom portion on the job, keep upper portion for your records. 1 Legal Description PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date -/ Z - c / )Job Address 8d (9 /V L 9 '73.1 - ,.Se 3 ,o/' /o- 2 r /o 4,1 9 i)ix 7/Historically Designated: Owner/Lessee / Tenant L e y L 5 1A N '1 Master Permit # Owner's Address (, / L 6 9 7 si Contracting Co. KG/1)0,411 4 ( 7 2/ l AN C. G S Address 13 3 / 0 S -) 7 9 , Qualifier - 0 - i) I2 E 714,442,1- 1 /1/ U tr L Phon S) 3 3 - Z c/ Z State #CA6193 i 2 3 O Municipal # Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING WORK DESCRIPTION (DAIFTvl �r 7 r o2 , Square Ft. Estimated Cost (valus)W (value ® 0 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 laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Si ture of owner and/ ondo President Date 94Ct Notary as to Owpter or Condo President Date My Commission Ex, ires: APPROVED: MARY L. SCHATJSBII, My Conan Exp, 6/74/98 Bonded By Service Ins No. t 388143 [IPAardb ersa tJottertu Tax Folio Competency # Address Address No (off Signal Contractor or • wner- Builder M}t Commission Expires: PERMIT 6 (o sv RADON C.C.F. o s o ' NOTARY ®/5/- &730 Electrical Yes No / Phone 7 5 4/- Ins. Co. OFING PAVING FENCE SIGN C g nu , as to Contractor or Owner- Builder - i� ZOILA T. REITZ Notary Public, State of Florida My Comm. Expires Mar 9,1998 No. CC 351117 Bonded Thai Cit1[iriat Notary titmice Date Date TOTAL DUE t o Plumbing Engineering ‘ S h �� atiami lizores i flage F 1. O R 1 O A Sec. 5-1.1. 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 struc- ture 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 con- trol 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 pro- vided with soundproofing, or sound - absorbing bafels, or enclosures, as approved to insure maintenance of a rea- sonable noise level. (2) All equipment on outer walls, on roofs, or in 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 en- closed 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 minimize the noise nuisance to ad- joining property owners or occupants, and the building official shall have authority to reject or require the rede- sign 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, §§ 1 -3, 2- 21 -61) I have read the above ordinance and will cctly with the regulations thereof. Oiai (Signature iAiE 01 FLORIDA, COUNTY OF DADE O ligaGelf CM 115-7 1l"Y that this Is a true co o-t3inol Plod in J•• r'co on and Ofacial r Y DMZ mq hc' HARVEY Bq du Air ) rr ,A.D.D9 al. IP ood1C®o eigeo C112) a NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. //- - OCD — ON— ,9730 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 4/i:4r t ShOft' S Sec, 3 • ,/S /d - 3 9 20/ /V 0- ltity ref 9 i31k 9Y 8y&, 9; 5T . -, - ee s ,/ .33/3 2. Description of improvement: � 2s04 /4 74 r) h 0 7 / / e - t / j /C. sysk /'mot 3. Owner(s) name and address: le 74‘.9-/ , s%-es f/ 3 3) 3e Interest in property: te's r deo e • ' Name and address of fee simple titleholders 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond S 6. Lender's name and address: // A g Signature of Owner y e n SA n74) /'7' - Print Owners Name Sworn to and subscribed before me this /3 day of Notary Public Print Notary's Name My Commission Expir 4, Contractor's name and address: � 4! - lo 1 2' I' v . 5 1,3 7 A- AA ► 1 �� 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Fiorida Statutes. Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) /IP LAI . _d • /1 L. SCHi4USfi?L Bonded B S .. • o. CC388143 I 1Paws* lbws 1 Nor ta 6344)4 pp .!/E 97' Prepared by: 95R 147441 1995 APR 14 10:54 /Le() NiArge/6 LIVING /ROOM BED /ROOM 1 BATH /ROOM 1 BATH /ROOM 2 MASTER B/R FLORIDA RM KITCHEN S/N 32.Q6 Job 4: 050330 For: LEN L. STANFORTH 846 NE 97 ST MIA MI SHORES 754 -2018 By: KENDALL APPLIANCES 13310 SW 79 ST MIAMI 385 -2424 Space Thermostat TOTALS HEATING EQUIPMENT Make RHEEM Model 9.6 KW Type elec Efficiency / HSPF Heating Input Heating Output Heating Temp Rise Actual Heating Fan Htg Air Flow Factor ROOM NAME Entire House Ventilation Air Equip. @ 0.95 RSM Latent Cooling d MANUAL J: 7th Ed. R RIGHT -J SORT FORM File name: STANFORH.BLD 100. 28018 Btuh 28018 Btuh 14 Deg F 1845 CFM 0.066 CFM /Btuh 1 AREA SQ.FT. I BTUH BTUH CFM ( CFM 364 156 40 30 182 238 126 1136 1136 7416 4676 1010 944 5043 6357 2571 28018 FL 33138 FL 33183 Make RHEEM Model RAMA- 048 -JAZ Type AC COP /EER /SEER Sensible Cooling Latent Cooling Total Cooling Actual Cooling Fan Clg Air Flow Factor Load Sensible Heat Ratio 89 0 Outside db Inside db Design TD Daily Range Inside Humid Grains Water Method Const. qlty Fireplaces COOLING EQUIPMENT 6233 5594 1403 1339 6347 7848 3491 32255 0 30642 3810 28018 34452 RIGHT -J: V2.03 488 308 66 62 332 419 169 1845 1845 4/04/95 Htg Clg 47 90 70 75 23 15 - L . - 50 - 56 Simplified Average 0 12.4 32699 Btuh 14301 Btuh 47000 Btuh 1845 CFM 0.057 CFM /Btuh 357 320 80 77 363 449 200 1845 1845 FROM SUPPLIED PLANS FRANK VASQUEZ Outside db: Inside db: Design TD: Bldg. Heat Loss Ventilation Air Vent Air Loss Design Heat Load Make RHEEM Model 9.6 KW Type elec Efficiency / HSPF Heating Input Heating Output Heating Temp Rise Actual Heating Fan Htg Air Flow Factor Space Thermostat 1 RIGHT -J LOAD AND EQUIPMENT SUMMARY File name: STANFORH.BLD For: LEN L. STANFORTH 846 NE 97 ST MIA MI SHORES FL 33138 754 -2018 By: HEATING SUMMARY INFILTRATION KENDALL APPLIANCES 13310 SW 79 ST MIAMI 385 -2424 47 Deg F 70 Deg F 23 Deg F 28018 Btuh 0 CFM 0 Btuh 28018 Btuh Method Simplified Construction Quality Average Fireplaces 0 HEATING COOLING Area (sq.ft.) 1136 1136 Volume (cu.ft.) 9088 9088 Air Changes /Hour 1.0 0.5 Equivalent CFM 152 76 HEATING EQUIPMENT SUMMARY 100. 28018 Btuh 28018 Btuh 14 Deg F 1845 CFM 0.066 CFM /Btuh FL 33183 Job #: 950330 Wthr : Miami_AP_(S) Zone : Entire House WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: Inside db: Design TD: Daily Range Rel. Hum. . Grains Water COOLING EQUIPMENT SUMMARY Make RHEEM Model RAMA- 048 -JAZ Type AC COP /EER /SEER Sensible Cooling Latent Cooling Total Cooling Actual Cooling Fan Clg Air Flow Factor Load Sens Heat Ratio 89 MANUAL J: 7th Ed. RIGHT -J: V2.03 S/N 3206 Printout certified by ACCA to meet all requirements of Manual Form J 4/04/95 90 Deg F 75 Deg F 15 Deg F L 50 % 56 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 32255 Btuh Ventilation 0 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n Rate /Swing Mult. 0.95 Total Sens Equip Load 30642 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 920 Btuh Ventilation 0 Btuh Infiltration 2890 Btuh Tot Latent Equip Load 3810 Btuh Total Equip Load 34452 Btuh FL 12.4 32699 Btuh 14301 Btuh 47000 Btuh 1845 CFM 0.057 CFM /Btuh RIGHT -J CALCULATION PROCEDURES A,B,C,D T Job #: 950330 File name: STANFORH.BLD 4/04/95 Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* 3. Winter Infiltration HTM 3840 Btuh / 315 Total Window = 12.2 HTM & Door Area 1. Winter Infiltration CFM 1.0 AC /HR x 9088 Cu.Ft. x 0.0167 = 152 CFM 2. Winter Infiltration Btuh 1.1 x 152 CFM x 23 Winter TD = 3840 Btuh Procedure B - Summer Infiltration HTM Calculation* 1. Summer Infiltration CFM 0.5 AC /HR x 9088 Cu.Ft. x 0.0167 = 76 CFM 2. Summer Infiltration Btuh 1.1 x 76 CFM x 15 Summer TD = 1252 Btuh 3. Summer Infiltration HTM 1252 Btuh / 315 Total Window = 4.0 HTM & Door Area Procedure C - Latent Infiltration Gain 0.68 x 56 gr.diff. x 76 CFM = 2890 Btuh Procedure D - Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 0 Vent.CFM x 15 Summer TD = 0 Btuh Sensible Load for Structure (Line 19) + 32255 Btuh Sum of Ventilation and Structure Loads = 32255 Btuh Rating and Temperature Swing Multiplier x 0.95 RSM Equipment Sizing Load - Sensible + 30642 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 0 Vent.CFM x 56 gr.diff. = 0 Btuh Internal Loads = 230 x 4 No. People + 920 Btuh Infiltration Load From Procedure C + 2890 Btuh Equipment Sizing Load - Latent = 3810 Btuh *Construction Quality is: a No. of Fireplaces is: 0 MANUAL J: 7th Ed. RIGHT -J: V2.03 S/N 3206 Printout certified by ACCA to meet all requirements of Manual Form J STANFORH.BLD Sob# ;50330 Zone:Entire House MANUAL,,J: 7th Ed. RIGHT -J: V2.03 S/N 3206 1 ,Name ttiRoom Entire House LIVING /ROOM 2 Running Ft. Exposed Wall 125.0 Ft. 28.0 Ft. 3 Room Dimensions, Ft. 28.0 x 13.0 Ft. 4 Ceiings,Ft Condit. Option 8.0 1 d n 8.0 heat /cool 5 6 7 8 9 10 11 13 14 15 TYPE OF EXPOSURE Gross Exposed Walls and Partitions Windows & Glass Doors Htg. Windows & Glass Doors Clg. Othr doors Net Exposed Walls and Partitions Ceilings Floors CST HTM Area NO. Htg Clg Length a 14A 11.7 7.8 b 0.0 0.0 c 0.0 0.0 d 0.0 0.0 e 0.0 0.0 f 0.0 0.0 a 1C 26.6 ** b 8C 26.6 ** c 0.0 ** d 0.0 ** e 0.0 ** f 0.0 ** North 27.0 NE &NW 0.0 E &W 85.0 SE &SW 0.0 South 44.0 Horz 0.0 a 10D 10.6 10.4 b 0.0 0.0 a 14A 11.7 7.8 b 0.0 0.0 c 0.0 0.0 d 0.0 0.0 e 0.0 0.0 f 0.0 0.0 a 16D 1.2 2.3 b 0.0 0.0 C 0.0 0.0 a 20F 5.0 3.5 b 0.0 0.0 c 0.0 0.0 12 Infiltration a 12.2 4.0 Subtot Btuh Loss= 6 +8.. +11 +12 Duct Btuh Loss Total Btuh Loss = 13 +14 1000 0 0 0 0 0 195 80 0 0 0 0 96 0 69 0 110 0 40 423 416 0 0 0 685 0 0 0 0 0 1136 0 0 1136 0 0 315 3840 1252 * * ** 5% * * ** Btuh Htg 1 Clg 5180 2125 0 0 0 0 8035 0 0 0 0 0 1385 0 0 5696 0 0 26684 1334 28018 2592 0 5865 0 4840 0 5345 0 0 0 2589 0 0 4024 0 0 * * ** * * ** * * ** 0 0 16 Int. Gains: People @ 300 4 * * ** 1200 Appl. @ 1200 1 * * ** 1200 17 Subtot RSH Gain= 7 +8.. +12 +16 * * ** * * ** 29323 18 Duct Btuh Gain 10% * * ** 2932 19 Total RSH Gain= (17 +18) *PLF 1.00 * * ** 32255 20 CFM Air Required * * ** 1845 1845 - -- Printout certified by ACCA to meet all requiremen Area Length 224 0 0 0 0 0 72 0 0 0 0 0 72 0 0 0 0 0 20 0 132 0 0 0 0 0 364 0 0 364 0 0 Btuh Htg 1 Clg 1913 0 0 0 0 0 212 0 1548 0 0 0 0 0 444 0 0 1825 0 0 92 1121 * * ** 7063 5% 353 * * ** 7416 488 s of Manual Form J 1944 0 0 0 0 0 208 0 1030 0 0 0 0 0 830 0 0 1289 0 0 366 * * ** * * ** * * ** 0 0 5666 567 6233 357 BED /ROOM 1 25.0 Ft. 13.0 x 12.0 Ft. 8.0 heat /cool Area Length 200 0 0 0 0 0 42 0 0 0 0 0 24 0 18 0 0 0 158 0 0 0 0 0 156 0 0 156 0 0 * * ** 5 * * ** Btuh Htg 1 Clg 1116 0 0 0 0 0 0 0 0 0 1853 0 0 0 0 0 190 0 0 782 0 0 4453 223 4676 648 0 1530 0 0 0 * * ** * * ** * * ** 0 0 1233 0 0 0 0 0 356 0 0 553 0 0 42 512 167 600 0 5086 509 5594 320 4/04/95 Page 1 -- -- BATH /ROOM 1 5.0 Ft. 8.0 x 5.0 Ft. 8.0 heat /cool Area Btuh Length Htg 1 Clg 9 239 * * ** 0 0 * * ** 0 0 * * ** 0 0 * * ** 0 0 * * ** 0 0 * * ** 0 * * ** 0 0 * * ** 0 9 * * ** 765 0 * * ** 0 0 * * ** 0 0 * * ** 0 0 0 0 0 0 0 31 364 242 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40 49 91 0 0 0 0 0 0 40 201 142 0 0 0 0 0 0 9 110 36 * * ** 962 * * ** 5 48 * * ** * * ** 1010 * * ** 0 * * ** 0 0 * * ** 0 * * ** * * ** 1276 10% * * ** 128 1.00 * * ** 1403 * * ** 66 80 STANFORH.BLD gob# 950330 Zone:Entire House MANUA 7th Ed. RIGHT -J: V2.03 S/N 3206 1 2 3 4 5 6 7 9 10 11 13 14 15 Name 4/Room Running Ft. Exposed Wall Room Dimensions, Ft. Ceilngs,Ft Condit. Option TYPE OF CST EXPOSURE NO. Gross Exposed Walls and Partitions Windows & Glass Doors Htg. Windows & Glass Doors Clg. 8 Othr doors Net Exposed Walls and Partitions Ceilings Floors a 14A b c d e f a 1C b 8C c d e f North NE &NW E &W SE &SW South Horz a 10D 10.6 b 0.0 a 14A 11.7 b 0.0 c 0.0 d 0.0 e 0.0 f 0.0 a 16D 1.2 b 0.0 c 0.0 a 20F b c HTM Area Htg Clg Length 11.7 0.0 0.0 0.0 0.0 0.0 26.6 26.6 0.0 0.0 0.0 0.0 5.0 0.0 0.0 7.8 0.0 0.0 0.0 0.0 0.0 ** ** ** ** ** ** 27.0 0.0 85.0 0.0 44.0 0.0 10.4 0.0 7.8 0.0 0.0 0.0 0.0 0.0 2.3 0.0 0.0 3.5 0.0 0.0 12 Infiltration a 12.2 4.0 Subtot Btuh Loss= 6 +8.. +11 +12 Duct Btuh Loss Total Btuh Loss = 13 +14 BATH /ROOM 2 5.0 Ft. 5.0 x 6.0 Ft. 8.0 heat /cool 40 0 0 0 0 0 9 0 0 0 0 0 0 0 9 0 0 0 0 0 31 0 0 0 0 0 30 0 0 30 0 0 * * ** 5$ * * ** Btuh Htg I Clg 239 0 0 0 0 0 0 0 364 0 0 0 0 0 37 0 0 150 0 0 899 45 944 0 0 765 0 0 0 0 0 242 0 0 0 0 0 68 0 0 106 0 0 9 110 36 * * ** * * ** * * ** MASTER B/R 27.0 Ft. 14.0 x 13.0 Ft. 8.0 heat /cool Area Length 216 0 0 0 0 0 42 0 0 0 0 0 0 0 18 0 24 0 0 0 174 0 0 0 0 0 182 0 0 182 0 0 * * ** 5% * * ** Btuh Htg I Clg 1116 0 0 0 0 0 0 0 2041 0 0 0 0 0 222 0 0 913 0 0 4803 240 5043 0 0 1530 0 1056 0 0 0 1358 0 0 0 0 0 415 0 0 645 0 0 42 512 167 * * ** * * ** * * ** 16 Int. Gains: People @ 300 0 0 2 * * ** 600 Appl. @ 1200 0 0 0 * * ** 0 17 Subtot RSH Gain= 7 +8.. +12 +16 1217 * * ** * * ** 5770 18 Duct Btuh Gain 122 10% * * ** 577 19 Total RSH Gain= (17 +18) *PLF 1339 1.00 * * ** 6347 20 CFM Air Required 62 77 * * ** 332 363 - -- Printout certified by ACCA to meet all requirements of Manual Form J FLORIDA RN 19.0 Ft. 14.0 x 17.0 Ft. 8.0 heat /cool Area Length 152 0 0 0 0 0 238 0 0 238 0 0 * * ** 5 * * ** 15 80 0 0 0 0 0 0 15 0 80 0 37 0 0 0 0 0 Btuh Htg Clg 398 2125 0 0 0 0 20 212 0 0 434 0 0 0 0 0 290 0 0 1193 0 0 115 1402 457 6055 303 6357 4/04/95 Page 2 - - -- KITCHEN 16.0 Ft. 12.0 x 10.5 Ft. 8.0 heat /cool Area Btuh Length Htg Clg * * ** 128 * * ** * * ** * * ** 0 * * ** * * ** * * ** 0 * * ** * * ** * * ** 0 * * ** * * ** * * ** 0 * * ** * * ** * * ** 0 * * ** * * ** * * ** 6 159 * * ** * * ** 0 0 * * ** * * ** 0 0 * * ** * * ** 0 0 * * ** * * ** 0 0 * * ** * * ** 0 0 * * ** 0 0 * * ** 0 0 0 * * ** 0 1275 0 * * ** 0 0 0 * * ** 0 3520 6 * * ** 264 0 0 * * ** 0 208 0 0 0 0 0 0 0 289 122 1431 952 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 542 126 154 287 0 0 0 0 0 0 0 0 843 126 632 446 0 0 0 0 0 0 0 0 6 73 24 * * ** * * ** 2449 * * ** * * ** 5 122 * * ** * * ** * * ** 2571 * * ** 0 0 * * ** 0 0 1 * * ** 1200 7134 * * ** * * ** 3173 713 10% * * ** 317 7848 1.00 * * ** 3491 449 * * ** 169 200 %MANUAL J: 7th Ed. Job #: 950330 RIGHT -J: V2.03 S/N 3206 RIGHT -J WINDOW DATA File name: STANFORH.BLD 4/04/95 W S D W G L S S 0 N A S 0 0 W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING /ROOM a n n a c n n n n 1 90 1.0 0.0 0.0 1.0 27.0 72.0 0.0 BED /ROOM 1 a n n a c n n n n 1 90 1.0 0.0 0.0 1.0 27.0 24.0 0.0 a n e a c n n n n 1 90 1.0 0.0 0.0 1.0 85.0 18.0 0.0 BATH /ROOM 1 a n e a c n n n n 1 90 1.0 0.0 0.0 1.0 85.0 9.0 0.0 BATH /ROOM 2 a n e a c n n n n 1 90 1.0 0.0 0.0 1.0 85.0 9.0 0.0 MASTER B/R a n e a c n n n n 1 90 1.0 0.0 0.0 1.0 85.0 18.0 0.0 a n s a c n n n n 1 90 1.0 0.0 0.0 1.0 44.0 24.0 0.0 FLORIDA RM a n w a c n n n n 1 90 1.0 0.0 0.0 1.0 85.0 15.0 0.0 b n s a c n n n n 1 90 1.0 0.0 0.0 1.0 44.0 80.0 0.0 KITCHEN a n s a c n n n n 1 90 1.0 0.0 0.0 1.0 44.0 6.0 0.0 MIAMIDADE L V. U V 1'.1a 1 s. . /. 1 U V U V APPROVED: 04/19 /2001 PRODUCT CONTROL NOTICE OF ACCEPTANCE Pittsburgh Corning Corporation 800 Presque Isle Drive Pittsburgh ,PA 15239 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0306.02 EXPIRES: 08/06/2006 MIAMI -DADE ( :: OUNTY, FLORIDA METRO -DADE FI•. "GLER BUILDING BUILDING CODE CCIivIPLIANCE OFFICE METRO -DADE I`LAGLER BUILDING 140 WEST FLAGLEI. STREET. SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -29:11 FAX (305) 375.2908 CONTRACTOR LICENSING SECTION (305)375-2:17 FAX (305) 375 -25511 CONTIu CI'Olt ENI :: RCE\IENT DIVISION (305) 375 - :1:)66 FAX (305) 375 -2908 I'RODUCIT CONI'ROI. DIVISION (305) 375.1 >02 FAX (305)372-6339 ' Your application for Notice of Acceptance (NOA) of: Glass Unit Masonry Installed with Mortar under Chapter 8 of the Code of Miami - Dade County governing the use of Alternate Mated ils and Types of Construction, and completely described herein, has been recommended for acceptance by tie Miami - Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration elate stated below. BCCO reserves the rii; :ht to secure this product or material at any time from a jobsitc or manufacturer's plant for quality contra testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GLNERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under ti- conditions set forth above. Francisco J. Quinta n. R.A. Director Miami -Dade Count y f Building Code Corr pliancc Office 11 s04500011pc200011cemplueslnodce acceptance cover pagadoc Internet mail address: pos tmaster ®buildingcodeonline.corn • Homepagc: hitp: / /www,bulldtngcodoin' line.com . 1b: otf 1':1.1 (Z4 iZf otf`JU rd1 LUKAINU *jitxLL.11Plm Pittsburgh Corning Corporation ACCEPTANCE NO: 111- 0306.02 APPROVED: APR 1 9 2001 EXPIRES: O8/06/20C I NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises the Notice of Acceptance No. 99- 0803.01, which was issued on 09/16;4)9. It approves Pittsburgh Corning Glass Blocks as described in Section 2 of this Notice of Accept :: nee, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade Cour..ty, (SFBC) for the' locations where the pressure requirements, as determined by SFBC Chapter23, do not exceed the design pressure rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Pittsburgh Corning Glass Blocks shall be fabricated and used in strict compliance with the following documents: Drawing #A, titled "Regular Thickness Glass Block Panels ", prepared by Pittsburgh Corning Corporation, dated 03/01/95 & 03/03/95, with latest revision on 07/08/99 sheet 1 of 1. They bear the Miami -Dade County Product Control Approval stamp with the Ni: tice. of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as approved drawings. 3. LIMITATIONS 3.1 The Glass Blocks are for use as non - load bearing walls. 4. INSTALLATION 4.1 The Pittsburgh Corning Glass Blocks shall be installed in strict compliance with th::: approved drawings. 4.2 The installation of this product up to 30 feet above gradc will rcquirc a Hurricane Protection System. but for installations over 30 feet above grade it will not require a Hurricane Protection System. 5. LABELING 5.1 Each block shall be permanently labeled with the manufacturer's name or logo and the Miami =Dade County Logo. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building. Official or the SFBC in order to properly evaluate the installation of this product. Wuvy/ OVU Candid° Font, PE, Sr. Product Control Examiner Product Control Division -2- J01 16:59 FAX 724 327 5890 PGH CORNING MARKETING Pittsburgh Corning Corporation ACCEPTANCE NO: 91-0306.02 APPROVED: A PR 1 9 ?001 EXPIRES: 0810612001: NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older Than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance, 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this pr::duct and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) I f the Acceptance holder has not complied with all the requirements of this acceptance, includir g the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially si bmitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (thro.tgh the filing of a revision application with appropriate fcc) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. !fatty portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job sibs at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for term ination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE. -3- 005/006 Candido Font, PE, Sr. Product Control Examiner Product Control Division serlts 01t1em Nominal Dimensions Face TNclansss Regular ARGUS' 8' , 6' a 4 - 8'e6'4 r 12', irx4' . ter .187" .31S' Ragas/ OECORA• 0' s 6' x 4' 8't8'../. :18T .107• 175 1 * . .1• _ ri 4' 1a'aV' .187 6' 18' it 4' .10T Rsqular ESSEX'AA 8' a 8' A 4' .157' Regular IeeSeepes V t Fe 4 .1sT Rsguiar SPYRA• 8' x 8 a 4• .18T Re W E• 8' 16• x 4' .187 8'54'x4' .18T 12' 1 2 14- .375' 4' r 8' It 4' .107 1 6'x0'x 4' .187" THICKSET' DECORS' 6' c 6• k 4• .75 4 5 x 8 4 .75' THICICSE ' E^iGUF.A' E' x.5- C e.- .7S THICKSET` VUE. 5:6:4 • .75' • 0'x8.1 4' .75' Type I Layout Meer Jane 'rel.. •1p.J1 ri • triawes Sat Dew DD. U.. Pas rase.. a . eresaoe ewe V•r w o.waw M • tlwm e � s.la...w �••idOnlldey • tins OEdc Unlit 12' s 12' x c touring sass) OECORA' Pattern soot ] • alelar typo S per AS7N C770. I • eect larmulppe.9gaw s. 2 ode ries 6en.wtlod ooscv+iree re 18 es. *hipped gaha8Ced • Pane ardlmt 20 Vag* Pedaraled sled rwips, 24• , t'/: , npl.paa galvanized. at both just, and head lac door =Owed 9401 :101 Pt: long pa*aad were 1111 110 " i ! LODZ 12=rand:iatoi or Moo 917: WeKr1 Boa it. • E:Par.ew. Lhpdak' /. tddt pol8h4"e type. • Cork= 5 Design Pressure Rating K• 75 PSF 12)1109 17: tPN Screw 6 710 Wadh4 ar el i r 17• 16f1 Ewe Belli 0 18' s.e. 6 i EMS. Peeking Mauna Channel 2', Al" a ',' 6065 -f seatan t� !I Pittsburgh Corning Glass Block 121 1101 1. LPN Screw 6 110 Mow or Y.: r 1')• H1e swat eon 0 l6' ac 6 1 Est,. Channel Restraint Detail B -8 Sealant 4'I: • 4• 4" Clear Owing g PCs Evanson Sere r Nn. PC Gbad6lodt' Ur4 Panel Anchor Restraint Detail A -A PC' Expeenion 5u5 PC` Persist/ear PC Olaaseloct' felt sal to el NC. .s.. Peal -4q e.. • ti-t a MAIO 11.00/1111011 PRODUCT .2.LN Vasa I1= T_Ts.: - ,:,0(zQ.3.0 n Q c t. tiih'.':_...._....: Sowliaidni• • Class 81udx Udda: 12• c 12 t 4' (rpoilal stae) DECORA' palern med. • Molter. Type 9' per AST4C27a. • Re0h•1Wner I..addeiTj s. 9gaix3s,T ..de verb bulivwelded cross -Aires '115 4.e. ha-slated ga0erized. Panel *schwa; 20 05150 pule/Med Reel 50V1. 2r s 1'I: , h0 - dipped gdreri,ed. 1e With Write and 11oad locu pu orchard with 110 s 1'/: 10115 pinhead Deters wen :10 wean s 12 per panel anther) 0'11) 1.: C t'I: 14J !r -_4 Bat! 2 Expansion liaterlat'8 0101 p:ljeh1lele type. Sextant Skeels type. TypeII Layout Design Pressure Rating * 60 P5F WANED AS COl.L7s* won 11* sorra 85518(01 C0bt a Eft -- 7N0001.1 Cg tat 02001 011W1C cast Comma Witt AMEBA= ICI 4r1 tee. ewe ra' •12 h P63Gtkk Cash D ilANs,PG rIT E 0851001 °PAWN CHECII REGULAR THICKNESS GLASS BLOCK PANELS N.T.L N.T.L sc*L8 N.T.S. • o*rc 3-1.95 DATE 3.3-05 .. N.T.L. 7.0.99 PITTSBURGH CORNING CORP. me a•neeune,e l .. it.• u.. . . • 0•■a 1 ., 1 t 1 1 wri ri .._ L wft ,.... 1 4 , Type I Layout Meer Jane 'rel.. •1p.J1 ri • triawes Sat Dew DD. U.. Pas rase.. a . eresaoe ewe V•r w o.waw M • tlwm e � s.la...w �••idOnlldey • tins OEdc Unlit 12' s 12' x c touring sass) OECORA' Pattern soot ] • alelar typo S per AS7N C770. I • eect larmulppe.9gaw s. 2 ode ries 6en.wtlod ooscv+iree re 18 es. *hipped gaha8Ced • Pane ardlmt 20 Vag* Pedaraled sled rwips, 24• , t'/: , npl.paa galvanized. at both just, and head lac door =Owed 9401 :101 Pt: long pa*aad were 1111 110 " i ! LODZ 12=rand:iatoi or Moo 917: WeKr1 Boa it. • E:Par.ew. Lhpdak' /. tddt pol8h4"e type. • Cork= 5 Design Pressure Rating K• 75 PSF 12)1109 17: tPN Screw 6 710 Wadh4 ar el i r 17• 16f1 Ewe Belli 0 18' s.e. 6 i EMS. Peeking Mauna Channel 2', Al" a ',' 6065 -f seatan t� !I Pittsburgh Corning Glass Block 121 1101 1. LPN Screw 6 110 Mow or Y.: r 1')• H1e swat eon 0 l6' ac 6 1 Est,. Channel Restraint Detail B -8 Sealant 4'I: • 4• 4" Clear Owing g PCs Evanson Sere r Nn. PC Gbad6lodt' Ur4 Panel Anchor Restraint Detail A -A PC' Expeenion 5u5 PC` Persist/ear PC Olaaseloct' felt sal to el NC. .s.. Peal -4q e.. • ti-t a MAIO 11.00/1111011 PRODUCT .2.LN Vasa I1= T_Ts.: - ,:,0(zQ.3.0 n Q c t. tiih'.':_...._....: Sowliaidni• • Class 81udx Udda: 12• c 12 t 4' (rpoilal stae) DECORA' palern med. • Molter. Type 9' per AST4C27a. • Re0h•1Wner I..addeiTj s. 9gaix3s,T ..de verb bulivwelded cross -Aires '115 4.e. ha-slated ga0erized. Panel *schwa; 20 05150 pule/Med Reel 50V1. 2r s 1'I: , h0 - dipped gdreri,ed. 1e With Write and 11oad locu pu orchard with 110 s 1'/: 10115 pinhead Deters wen :10 wean s 12 per panel anther) 0'11) 1.: C t'I: 14J !r -_4 Bat! 2 Expansion liaterlat'8 0101 p:ljeh1lele type. Sextant Skeels type. TypeII Layout Design Pressure Rating * 60 P5F WANED AS COl.L7s* won 11* sorra 85518(01 C0bt a Eft -- 7N0001.1 Cg tat 02001 011W1C cast Comma Witt AMEBA= ICI 4r1 tee. ewe ra' •12 h P63Gtkk Cash D ilANs,PG rIT E 0851001 °PAWN CHECII REGULAR THICKNESS GLASS BLOCK PANELS N.T.L N.T.L sc*L8 N.T.S. • o*rc 3-1.95 DATE 3.3-05 .. N.T.L. 7.0.99 PITTSBURGH CORNING CORP. me a•neeune,e l .. it.• u.. . . • 0•■a 1 ., Miami Shores Village LI M`l Building Department BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. RP 03 - /373 Job Name -t.\4\ocf Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 3/8/2004 Applicant: SILVIA MARIA Owner: STANFORTH JOB ADDRESS: 846 Contractor Local Phone: Parcel # 1132060142730 Fees: FEE2004 -1526 FEE2004 -1527 FEE2004 -2310 FEE2004 -2396 FEE2004 -2397 FEE2004 -2398 FEE2004 -2399 FEE2004 -2400 FEE2004 -2401 FEE2004 -2402 NE 97 Description CO /CC Notary Fee Builders Bond Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Radon Structural Fee Total Fees: Signed: (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2003 -1373 STANFORTH SILVIA MARIA ST Contractor's Address: Amount $150.00 $5.00 $300.00 $1,050.00 $21.00 $7.00 $26.25 $57.00 $2.27 $100.00 $1,718.52 Permit Status: APPROVED Permit Expiration: 9/4/2004 Construction Value: $85,000.00 BY: Page 1 of 2 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOT 10 & W1/2 LOT 9 BLK 74 LOT SIZE 75.000 Total Feed11,7185A Total Receipts: eceipts 10.00 c c-A` 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. Work: EXTEND KITCHEN, ADD MASTER BEDROOM, BATH AND STORAGE Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: MM I�flADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries P.O. Box 1529 Nokomis, FL 34274 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: 1 "x Std. Wall- Aluminum Tube Clipped Mullions APPROVAL DOCUMENT: Drawing No. 6620, titled " 1" STD. Wall Mullion ", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5 /24/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tenninate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 00- 0912.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02 -0701.05 Expiration Date: June 28, 2006 Approval Date: July 10, 2002 Page 1 4 GLAZING PRODUCT m H / TYP. MULUON GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT H W2 W - WI4W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR WI +W2 MULL LENGTH = H ANCHORS: TPPC ; C' OR b" 80TH ENDS � NOTFS• 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS Z 3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON- IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 GLAZING PRODUCT MULLION GLAZING PRODUCT f—w-1 Hf H - HI 4H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W ANCHORS: TYPC8 ; 'C" OR 0' BOO; ENDS �� y .� Robert L Q k P.E. #39712 rtmnl w 112 W2 W - w1 +W2 N — HI +N2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1+W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 H 1 Rend 8Y• Date: FT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 NO Drown By P.J.P. Doserrptbn: ARRANGEMENT DETAIL Ow: 1 " STD. WALL MULLION .0. BOX 1529 OARS, ft 34274 MCHORS TYPE A' ANCHORS: 9C' 04 0' 801)4 £NOS CAW Or Series/mode: MULLS — W 3— I w W — wlrw2rw3 H - H) +112 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = WI +W2 OR W2 +W3 MULL LENGTH = Hi PRODUCT REVISED cm Dar not. &Win Code Amplest, No 0 -O .I.05 M4 I Dsds Prothro Caotm Dirlebo °etc 0O1e 4/28/00 Revisions: Seote: NTS w Sheet: 1 a APPFOVED AS COMPLYING 1NTN 111E SOUTH FLQttIDA BUILDING CODE •I .1 ��. PRO. T .NTROLOMSION 4 BUILDING CCOE COMPLIANCE OFFICE ACCEPTANCE NO. 00 -89 75 .4 Drawing Na 6620 Re.- P.O.E. Is MUUJON r • TYPICA1 MULLION TO MUI I ION INSTAI CATION TYPE "A" 2" OR 4 MIN.- 7W CAL MULLION TO STRUCTURE WITH WOOD BUCK TYPF 71, NOTE 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET .3. QUANTITY OF ANCHORS FOR MULL—TO—CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CUP—TO—OPENING. /12 F.H. 531.1 STAGGERED ON OPPOSDE SIDES (SO AS NOT ID *num WITH EACH OTHER) SEE NOTE IT /12 WOOD SCREW (1991) MW. l PENETRATION PITO WO00 Isom ALL 10LS7INCRS MUST B °ADE COUNTY APPROVED. SEE NOTE /1 Ixt MULLION “ 1 4 W000 BUCK /12 F.N. 5.51.3 . STAGGERED ON OPPOSITE S10ES (SO AS NOT TO INTERFERE WTI EACH OMEN (n . SEE NOTE /1 1 (7).: MN. ti• YAPCON (2461) . NW. PENETRATION PITO CONCRETE OR BLOCK • srRuctuRe AU FASTENERS inisr BE DADE COMFY * APPROVED. 5E2 nom 141N.".- OR 4 TYPICAI MULLION TO STRUCTURE WITH WOOD BUCK RFMOVEO FROM CONC. TYPE "C:,* r —7 . OR 4 i TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE D PRODUCT REVISED a complIthi MAI MAMMA BOMB, Code Am:Wm:eft 0 W) 5 EzpIratloo Dote 1 1:11PDede Pradvm Cessna LIMMos /12 F.H. SAES STAGGERED ON OPPOSITE SIDES (SO AS NOT ro INTERFERE WITH EACH OTHER) SEE nor /1 &am. f l • TAPCON (248) 51111. 14 PENETAATICK rero CONCRETE OR BLOCK SRT .0 511112 BE 040£ COUNTY TIKURE ALL P451012115 '..APPROVED. ME NOTE I APPROVED AS COMPLYING WIN NE S 7 07 ,,,e1. 1FL0RIDA WILDING COOP OA 0 PRO .4o • 11101. DIVIDON OUILDING CODE COMPLIANCE OFFICE ACCEPTANCE HO 00 0 S 1 2. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 IMPORTANT; OUAN77TY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REO'D FOR YOUR SPECIFIC APPLICATION. Robert L a .E. P.E. #39712 gtinlettirRI 1 DUSTRI ES Rersd rote: Drawn er P.J.P. 1070 TECHNOLOGY ORIVE P.O. BOX 1579 NOKOMIS. FL 34275 NOKOMIS. FL 54774 0749 Date: 4/28/00 MULLS Revisiona: Desceptiorle CLIP & INSTALLATION DETAIL 1" STD. WALL MULLION 5907.: NTS Sham: 2 5 &owing No. 6620 Row IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. MIN. FROM ENDS (TYP) 1 1 MAX 1 " MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWC / 1099 MAX. M/N J co- 1" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION 0WG / 7099 MIN. FROM END (TYP) irLa J 1" MULL CLIP W /TABS REMOVEQ TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 7099 MIN. FROM r V END (TYP) 1 1" MULL CLIP W /TABS REMOVED FOUR (4) ANCHOR LOCATION$ EXTRUSION OWC / 1099 CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 1 X 2 X h 1 x 4 x 1}� ifry NOTE: /l L CG 't. 1. REFERENCE TEST REPORT FTL- 2902,2903 AND 2975 5i 2/ Z._ IT INDUSTRIES 1070 TECHNOLOGY DRryr P.O. BOX 1529 NOKOMIS, FL J4275 NOKOMIS, FL J4274 Raved By: (Date: Chb4 By: role: Bryon By: P.J.P. D.t.: 4�2a /Do Ser*e/Medeh. MULLS Scol.: NTS SN..:: 3 o 5 sQuP JU11 L DILUUIE DATE BY PRO NTAOL OIVISION BUILDING CODE COMPLUNCE OFFICE .roc , .i r 00 -09 12 •OS 1 Revision.: Description: 1" MULLION CLIP ANCHOR LOCATION Rlr. 1" STD. WALL MULLION Drawing No. 6620 Rev: PRODUCT REVISED e eo.plylq with the PUMA Bidding Code Acceptance No 0 -O "OS Dips Date By Was Dade Prodoct ComntI APPROVED AS COMPLYING tMTH THE 1 4 T 1 - 7 4 1 3 � 4 8 ( TYP) NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 x STD. WALL MULLS MAT'L: 6063 -T6 / dirk, ¢ Robert L. rk .E. P.E. #39712 Structural INDUSTRIES 1 o70 TFCHNOwcr omit NOKOMIS R 34275 Rend BY: loot. Ora. By: P.J.P. Description: PROFILES (TYP) 8 &Ad Br (Dote: OoN: 4/28/00 PRODUCT REVISED esempMetwith die florid. Ihidlitd Cock Acceptauce no O5 Expires Dote? R MIet6TDede Product Comet Minim Reviews: fib 1 " STD. WALL MULLION Senn /4od. SeoM: SAO•t: powtnq No, P.O. BOX 1529 NOKOMIS, FL 34274 MULLS NTS 4 er 5 6620 APPROVED AS COMPLYING %MTH THE DATE t'I F J V 1 1 •• • BY PRO • •NTROI DIVISION OUZO NG CODE COMPLIANCE O ICE ACCE TANCE NO.00 C 2 .aS Rs chors 50 ---- a -. 0 60 - . 7 80 1 90 ( 100 I 110 120 i 130 ; 160 ' _ 42 _ 48 50.625 _ 54 60 63 __ 66 � 72 76 78 84 90 96 .__108 129 __83 70 57 115 73� 107 67 104 103 ! 103 103 103 103 103 61 63 61 i 61 61 61 61 61 49 55 52 50 ' 49 49 49 49 38 49 38 44 41 39 38 38 38 1 41 35 31 29 27 26 25 25 25 25 35 30 30 26 27 24 I 23 i 22 21 . 20 18 17 20 20 23 21 ; 19 18 17 17 23 20 18 - - 20 17 15 17 15 16 ! - 106 - - i 1 - - - 93 - I - - - 142 - - - 1 - I - - - - 74 - _ _ - - 1 - 1 - - - - - _.. - - , - -� - 1 - - - _ - - r - - -- - — 57 - 53 84 88 75 65 59 53 49 46 44 42 33 C.125 I chors L 50 F 60 70 OPENING WIDTH IN INCHES 1 80 90 100 1 110 120 130 160 i_ 42 48 50,625_ _ _ "64170 __ 631 — 66 72 76 78 170 170 170 _1 170 170 170 f 170 170 170 L170 I 170 170 1 170 170 170 170 170 170 170 170 x170 170 j 170 170 ! 170 ___170 170 170 170 ! 170 170 170 170 170 , 170 1 162 158 157 157 157 i 157 170 157 143 ; 134 127 124 122 122 122 160 141 128 1 119 112 108 106 106 106 145 127 _ 115 95 1 106 _ 100 96 93 92 1 92 142 120 105 1 87 81 77 74 72 71 120 102 90 81 I 74 69 65 63 61 59 111 94 83 74 1 68 63 60 57 55 53 84 88 75 65 59 53 49 46 44 42 33 40 31 90 72 60 53 47 1 43 39 37 35 96 59 50 43 38 35 32 30 28 27 24 16 108 1 11 41 38 35 30 27 24 22 20 19 18 32 28 24 22 1 20 19 17 16 ' 144 17 - - - - - - - - 1x2 2 An 1x4; 4A O NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 Robert L Clark P.E. P.E 039712 Structural /tfL NDUSTRIES Revd Th»: I_Opening Width Horizontal Mull Opening Width Mull Length Multiple Mulled Units , Dote: Omen B,: P.J.P. 1070 TET:NNOLOCY ORIVt P.D. BOX 1329 NOKOMIS, F1 J4275 NOKOMIS FL 34274 Vertical Mull Opening Width CAkd B!' rota: Mull Length et�n Length ii Nta 4/28/00 Daeatptbn: PRESSURE CHARTS Sanae/MoNat MULLS 1 Rariacna: 1" STD. WALL MULLION Scola: NTS Sntet: 5 • PRODUCT REVISED amebae MatrPala Deldies Code Aaeptea NoO E .. Date ••1rt • Ma - Deck traded Coated Dlehka APPROVED AS COMPLYING NITN THE SOUTH FLIONGAD 00E JUI\ Z 1 "• t II • .>7/71111 , PROD Rotor/mum 40 BUILDING CODE COMPLIANCE OFFICE ACCEPGM10E NO 00 -O Fe i . •I ep N.. 6620• MM 1�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 1"x Std. Wall- Aluminum Tube Clipped Mullions APPROVAL DOCUMENT: Drawing No. 6620, titled " 1" STD. Wall Mullion ", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if therc has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 00- 0912.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02 -0701.05 Expiration Date: June 28, 2006 Approval Date: July 10, 2002 Page 1 4 GLAZING PRODUCT CD H / TYP. ML/LLION GLAZING PROOUCr CD GLAZING PRODUCT GLAZING PRODUCT H W -WI +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORS TYPE'B V OR b' BOTH END L NOTFS: 1. FOR ANCHORAGE TYPE QUANTITY AND LOCATION REFER TO SHEETS Z 3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER. TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON– IMPACT 4. REFERENCE TEST REPORT FTL -2902. 2903 AND 2975 r—w-1 GLAZING PRODUCT T , MU[UON GLAZING PRODUCT H2 HI J H - HI +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR HI +H2 MULL LENGTH = W ANCHORS OR b' 80TH ENDS � `y Robert L Q k, P P.E. #39712 • W 1 —I—w2-1 w W - W1 +W2 N - HI +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M1) MAX OPENING = H OR H1+112 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = HI Ft T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 ANCHORS TYPE w' A.hd Br IO4b: Oro4n Lil D—V.: ARRANGEMENT DETAIL INAK P.J.P. ANCHORS: r1PE.'8; .C. OR �. BOTH ENDS 1" STD. WALL MULLION 5.4.4/1444.(: P.O. BOX 1529 NOKOMIS ft 34274 MULLS w PRODUCT REVISED mmo Bt4DAT Code NI. 11414. A aND -0 •H.05 } W3-1 W - WI +W2+W3 H — HI +H2 MULTIPLE WINDOWS MULLEQ W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MJ) MAX OPENING = H OR HI +H2 MULL LENGTH = W OR W1 +W2 +WJ M4) MAX OPENING = WI +W2 OR W2 +WJ MULL LENGTH = H1 APPROVED AS COMPLYING 1MTH THE SOUTH FLORIDA BUILDING CODE JU MV Dade PLad4.LCeAMW DFih. CAkd (Ijc IOvf.: R•.HSiMu DOW 4/28/00 PROD1 0NTROL DIVISION MELDING CDOE COMPI.WHCE OFFICE ACCEPTANCE NO. 0 0 - tel L 2 .ar Scab: - Shed: Drawing No. NTS 1 e15 6620 R.v no 1 fill W -WI +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORS TYPE'B V OR b' BOTH END L NOTFS: 1. FOR ANCHORAGE TYPE QUANTITY AND LOCATION REFER TO SHEETS Z 3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER. TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON– IMPACT 4. REFERENCE TEST REPORT FTL -2902. 2903 AND 2975 r—w-1 GLAZING PRODUCT T , MU[UON GLAZING PRODUCT H2 HI J H - HI +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR HI +H2 MULL LENGTH = W ANCHORS OR b' 80TH ENDS � `y Robert L Q k, P P.E. #39712 • W 1 —I—w2-1 w W - W1 +W2 N - HI +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M1) MAX OPENING = H OR H1+112 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = HI Ft T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 ANCHORS TYPE w' A.hd Br IO4b: Oro4n Lil D—V.: ARRANGEMENT DETAIL INAK P.J.P. ANCHORS: r1PE.'8; .C. OR �. BOTH ENDS 1" STD. WALL MULLION 5.4.4/1444.(: P.O. BOX 1529 NOKOMIS ft 34274 MULLS w PRODUCT REVISED mmo Bt4DAT Code NI. 11414. A aND -0 •H.05 } W3-1 W - WI +W2+W3 H — HI +H2 MULTIPLE WINDOWS MULLEQ W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MJ) MAX OPENING = H OR HI +H2 MULL LENGTH = W OR W1 +W2 +WJ M4) MAX OPENING = WI +W2 OR W2 +WJ MULL LENGTH = H1 APPROVED AS COMPLYING 1MTH THE SOUTH FLORIDA BUILDING CODE JU MV Dade PLad4.LCeAMW DFih. CAkd (Ijc IOvf.: R•.HSiMu DOW 4/28/00 PROD1 0NTROL DIVISION MELDING CDOE COMPI.WHCE OFFICE ACCEPTANCE NO. 0 0 - tel L 2 .ar Scab: - Shed: Drawing No. NTS 1 e15 6620 R.v TYPICAL MULLION TO MUI ION INSTAI ATION TYPE "A" TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK TYP F "B" NOTE: 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL—TO—CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CUP—TO—OPENING. 2. REFERENCE TEST REPORT FTL-2902. 2903 AND 2975 IMPORTANT QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REO'D FOR YOUR SPECIFIC APPLICATION. P.C.T. Ix leUUJON —\ W000 BUCK REMOVED TO CONCRETE Robert L. a tic. .E. P ct I cti 39 7[11 12 P.GT. fa AILIUJON rre FtT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. ft 34275 R.vsd e, rota: TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK RFMOVED FROM CONC. TYPE "Q:. OR 4 Chkd r D.M.: /II P.N. S.M.S. STAGGERED ON OPPOSITE SIDES ESO AS NOT TO INTEINTRE 114114 DOI O11r9) SEE 14061 /: MW. TAPCON (2461) MW. 4 PENETRATION 9410 CONCRETE OR moo( • srnuctuRe AU. FASTENERS musr BE DADE COUNTY APPROVED. SEE NOTE /! r _2- OR TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE V" PRODUCT REVISED compDtli MS I florid, Bidding Code Acceptarm NoW Esplrallon Dote 1 ;11Dale rnmlem Cessna D1.14.11 Revision.: Drown Br P.J.P. DQ1. 1/28/00 CLIP & INSTALLATION DETAIL 1" STD. WALL MULLION s4444.1 Scow 56.61 P.O. BOX 1529 NOKOMIS, FL .34274 MULLS NTS 2 a 5 /12 F.N. S.M. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO RITERFERE WIN CACTI OTHER) SEE 14061 /: MW. TAPCON (2461) MW. l poraRAnom INTO CONCRETE OR BLOCK STRUCTURE • MUST BE 0.40E E COUNTY ALL FASTENES R .APPROVEIL sir Nor( 17 APPROVED A5 COMPLYING %ITN THE SOUTI1 FLORIDA BUILDING CODE BY ,5 2kfo DA PRO CT ROL DIASION O BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO a 0 0 9 / 2 OrowIng No. 6620 R..: IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 X 1 x 4 x ti MIN. FROM ENDS (TYP) — 1 14 MAX 1 ' MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 � SA , NOTP: /PL a m X 1. REFERENCE TEST REPORT F7L- 2902.2903 AND 2975 d 3q?/ — 21 MIN) LA' 1 MULL CLIP FUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 ITT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL J4275 Revd By: 10cdo: Drown By: P.J.P. Swift/ModM: P.O. BOX 1529 NOKOMIS, FL .14274 MULLS LJ 4 Chkd By: IOW.: ck 4/29/00 MW. FROM END (TYP) 1" MULL CLIP W /TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MW. FROM r - END (TYP) � -0— •6- -E� •Ea• 3 8 �L. --_.q ---►J 1" MULL CI IP W/TASS REMOVEQ FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 PRODUCT REVISED e coo Orbs with Ile MAW APPROVED AS COMPLYING VNTM THE melee Code SOUr now Aarpuoa noD -O OS 11 FL 9 L�I LUU1E EtpnNe. D.IeT. DATE JV k BY . Atha Dale Pr dnet Comm/ PRO NRTOL DIVISION BUILDING CODE COMPLIANCE OFFICE .r�� TuTL N[t, 00- 09 12 .04- Ronnonn, 1 DeacriPlion: 1 " MULLION CLIP ANCHOR LOCATION Tian: 1 " STD. WALL MULLION Sooln: Shnnf: Oro.lnq No, NTS 3 of 5 6620 Re% 1 4 3 1 3 ; -- 8 (TYP) NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 2 1 1 x STD. WALL MULLS MAT'L: 6063 —T6 1 J Robert L arkk, ¢.E. A. P.E. #39712 Structural I tT INDUSTRIES I 4 Revod Br rote Drown P.J.P. OssWPtion: PROFILES 1070 TECHNOLOGY DRf, P.O. BOX 1519 NOKOMIS, it 34275 NOXOMIS, R .34174 CI kd By: ( Dote•. Ant: 4/28/00 rile: 1 " STD. WALL MULLION S.A.. /Mad &: MULLS 8 (TYP) rRODUCT ACVISCD seceeplying Ole SUM* B/dl•[ Cuba Atseph.tzlb O O5 e:pint Dote f de Product Control Revisions: Saa4: NTS Sn•wt: 4 .t5 APPROVED AS COMPLYING MTH THE o SOEHFYUn Lthtl By ml. DM*. IU • BY PRO.. •NTROLOIVISION DUIDING CODE COMPLIANCE 0 ICE ACCEPTANCE NO. O .O 4 / 2 . a Drawing No. 6620 R are C.125 L L _ O OPENING WIDTH IN INCHES F 60 1 1 70 1 80 1 90 100 1 110 120 1 130 160 i_ 42 _ __1_ I I 170 1 170 I I 170 ; 170 1 170 ! 170 170 1 170 1 170 j 170 1 170 I I 170 ! 170 170 I 170 1 170 1 170 1 170 1 170 I 170 170 170 170 1 170 1 1x2x.125 __ OPENING WIDTH IN INCHES 2 Anchors 50 60 70 7 80 1 90 [ 100 1 110 1 120 I 130 ; 160 1 1x4 4A O 48 50.625 54 - - - 60 63 66 72 76 78 84 90 96 108 111 144 42 129 115 107 83 73 67 70 61 55 57 49 44 41 35 35 30 30 26 23 20 17 20 17 15 18 15 104 63 52 41 31 29 27 24 23 21 16 103 I 103 I 103 103 103 1 103 61 i 61 61 61 7 61 61 50 ' 49 49 49 49 49 39 38 I 38 38 I 38 38 27 26 1 25 25 25 25 23 r 22 I 21 20 20 20 19 18 18 Ti. 71 17 17 - 1 - NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1. Robert L Qark, P.E. RE. #39712 Structural IND USTRI ES Rsrsd BY Drawn Dot.: P.J.P. 1070 TECHNOLOGY ORA2 P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS FL 14274 Vertical Mull Mull Length i� i_Opening� Width Horizontal Mull Opening Width — — Mull Length Multiple Mulled Units I Mull Length \Opening Width Chkd BJ: 1021o: oat.: 4/28/00 Description: PRESSURE CHARTS R.ws:ena: " STD. WALL MULLION SM.t /Mad.: MULLS ScoI. NTS Shed. 5 of 5 PRODUCT REVISED =.t* 11•4 Madan 1a ad. ti AoaPt.a. No0 Eapl D.1. •'774%!1• 00.. Dade P adocl Coated Dl.rra. APPROVED AS COMPLYINGIMTH THE SUILOING CODE COMPLIANCE OFFICE ACCEPTANCE N O0 -OV e z . 0 1" pawing No. 6620 R..: MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Kinco, LTD. 5245 Old Kings Road Jacksonville, Fl 32254 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: Series "MPRW" Aluminum Horizontal Rolling Window APPROVAL DOCUMENT: Drawing No. W03 -33, titled "MPRW Alum Horizontal Rolling Window (Impact) ", sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated 5122/03, with revision date 09 /03/03, 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: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. C717[70 o MIAMI -DADE a UN'rY, FL"O METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 03- 0609.03 Expiration Date: October 09, 2008 Approval Date: October 09, 2003 Page 1 9 20 Kinco. LTD. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -33, titled "MPRW Alum Horizontal Rolling Window (Impact) ", sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated 5/22/03, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Certified Testing Laboratories, Test Report No. CTLA -1048W dated 4/30/03, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98 and structural analysis, prepared by Al Farooq Corporation, dated 6/5/03, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. None E. QUALITY ASSURRANCE 1. Miami -Dade County Building Code Compliance Office F. STATEMENTS 1. Statement letter of conformance, dated 6/5/03, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 6/5/03, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is compliance with the Florida Building Code (FBC). E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0609.03 Expiration Date: October 09, 2008 Approval Date: October 09, 2003 6, > > U (iio) 'o ro I I r _ , I I ; I I 1 ,1 I, 1: , I , 7. 11..1 1 C,L1J �' i ii 11 n n u li j 1 xm ,z 11 .•/l 99 Sarvr iv • (133) o 1 'I i 1 I � I' I 1 1 h ice" :i - = =41 =: ,1 33 1 1 '== : I 1 1 , 1 I, 1 1 I 'i i' I I I I I 1 I I is /.' ' .==4F,4 =: f i t I I � ,1 1 '� 1i •== ip===r-: I , . I I r, • ,1 I ' 1 .•/l 99 Sarvr iv • li 1 2' MAX. TIP. 38 3/8' VENT W10111 33 11/18' D.LO. (VENT) FI ANGF FRAME 74' BUCK DIM. F1N FRAME 12 TYPICAL ELEVATION TESTED UNITS 33 11/18 D.LO. (FIX. LITE) 12' MAX. • FALSE Nt91TINS DPTIONAL 7' MAX HEAD /SILL CORNERS 7 MAX. HEAD /SILL CORNERS d J d 0 1/8' ANN. GLASS 3/8 OVERALL THK. 3/8' OVERALL THK. . I E 6► E 1 i1 16 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. INTERLAYER SEE NOTE BELOW 1/8 ANN. GLASS WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ONE PART SILICONE 'PECORA 895' OR TWO PART SILICONE 'PECORA 985' 1/8' HEAT STRDL GLASS INTERLAYER SEE NOTE BELOW 1/8 HEAT STREN. GLASS ONE PART SILICONE 'PECORA 895' OR TWO PART SILICONE ' 'PECORA 983' THIS PROOUCT P3 DESIGNED TO COMPLY WITH THE HICK VELOCITY HURMCANE ZONE OF THE 2001 FLORIN BU0.OING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93. ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING CODE W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER AN R THE STRUCTURE 4 2O� ANCHORS SHALL 8E AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSING OR STUCCO. Ltpr. C0. 16JMAYOWN MM SMUCIURL9 RA PE # 16057 CAN. 1/8' ANN./TDAP. GLASS 1/4' AR SPACE 1/8' ANN. GLASS INTERLAYER SEE NOTE BELOW 1/8' ANN. GLASS ONE PART SILICONE 'PECORA 895 OR TWO PART SILICONE (ID 0 1 i , 'PECORA 995' 3/4' OVERALL THK. GLASS TYPE 'A' 1/8' ANN./TDAP. GLASS 1/4 AR SPACE 1/8' HEAT SIREN. GLASS INTERLAYER SEE NOTE BELOW 1/8• HEAT SIREN. CLASS ONE PART SIUCONE 'PECORA 09S' OR TWO PART SIUCONE ,1 r I' 'PECORA 985' (6a 1 3/4 OVERALL THK. GLASS TYPE 'B' AVAII API F INTFRI AYERS; .100' SOLUTIA HP .090' SOLUTIA SAFLEX PtB .090' DUPONT 8UTAC1TE PV8 rAI 0 I►I P{ 1 ThF 3 d .2 A 8 1 1 drawing no. W03 -33 (.he 1 01 8O8 FLANGE FRAME WINDOWS DESIGN LOAD CAPACITY - PST (XO OR OX S1 S) WINDOW DINS. A MASS TYPE 'A' GLOSS TYPE IT /12 SMS 1/4' TAPCONS /12 810 1/4' TAPCONS W107N MER9fT DR.( +) INT.( -) MO 0(T.( -) EXT.( +) INT.(-) OR.( +) 9R.( -) 26 - 1/2' 37' 53 -1/8' 75' 26' (3) 3 60.0 70.0 60.0 70.0 60.0 60.0 60.0 no 3 60.0 70.0 60.0 70.0 00.0 60.0 60.0 60.0 5 60.0 70.0 60.0 70.0 60.0 60.0 60.0 60.0 6 010 70.0 60.0 70.0 00.0 60.0 60.0 60.0 26 -1/2' 37' 53 -1/6' 75' 36 -3/6' (3) 3 60.0 70.0 60.0 70.0 80.0 80.0 60.0 80.0 3 60.0 70.0 60.0 70.0 60.0 80.0 60.0 80.0 s 60.0 70.0 60.0 70.0 60.0 60.0 600 00.0 6 60.0 67.9 60.0 67.9 60.0 60.0 60.0 60.0 26 -1/2' 37' 53 -1/6' 75' 50 •6/8' (4) 3 60.0 70.0 60.0 70.0 60.0 60.0 60.0 60.0 3 60.0 70.0 60.0 70.0 60.0 76.6 00.0 80.0 5 no 68.9 60.0 68.9 60.0 no no no 6 501 50.9 50.9 50.9 60.0 751 00.0 80.0 26 -1/2' 37' 53 -1/8' 75' 63' (5) 3 60.0 70.0 60.0 70.0 60.0 80.0 ' 60.0 80.0 3 600 61.5 600 66.8 60.0 611 60.0 60.0 6 603 00.3 603 50.3 60.0 71.4 60.0 60.0 6 40.0 40.0 40.0 40.0 60.0 00.7 010 80.0 25' sr 49' 61' 73' v 3 600 70.0. 60.0 70.0 60.0 00.0 ' 60.0 60.0 3 60.0 70.0 60.0 70.0 80.0 60.0 60.0 60.0 4 60.0 70.0 60.0 70.0 60.0 00.0 60.0 80.0 5 60.0 70.0 60.0 70.0 60.0 80.0 60.0 80.0 6 600 70.0 60.0 70.0 00.0 60.0 60.0 80A 25' 37 49' 81' 73' h E 3 60.0 70.0 60.0 70.0 60.0 60.0 60.0 80.0 3 60.0 70.0 60.0 70.0 60.0 60.0 60.0 00.0 4 60.0 70.0 60.0 70.0 60.0 60.0 60.0 60.0 5 60.0 70.0 600 70.0 60.0 60.0 60.0 610 6 60.0 70.0 00.0 704 60.0 60.0 60.0 800 25' 37' 49' 61' 73' ��) 3 60.0 70.0 60.0 70.0 60.0 50.0 no no 3 60.0 70.0 600 70.0 60.0 79.1 00.0 60.0 4 60.0 70.0 600 70.0 60.0 79A 60.0 804 5 640 64.5 010 64.5 640 80.0 604 60.0 6 54.0 54.0 54.0 54.0 60.0 00.0 010 600 25' 37' 49' 61' 73' �5 3 60.0 70.0 60.0 70.0 00.0 60.0 60.0 80.0 3 60.0 63.5 600 683 60.0 834 60.0 80.0 4 53.6 55.6 55.6 55.6 60.0 64.0 60.0 80.0 5 47.6 47.6 47.8 47.6 80.0 84.2 80.0 60.0 6 42.5 42.5 42.5 42.5 60.0 64.4 60.0 600 FIN FRAME WINDOWS DESIGN LOAD CAPACITY - PSF (IO OR OX SIZES) CUSS TYPE 'A' MASS TYPO 'B' DUCK DIMS. A /10 8115 /10 SMS WIDTH MDOHT EXT.( +) IM.( -) D(T.( +) INT.( -) 25 -1/2' 3 60.0 70.0 60.0 80.0 35' 25' 3 60.0 70.0 60.0 110.0 52 -1/8' (3) 5 60.0 70.0 60.0 60.0 74' 8 00.0 70.0 60.0 80.0 25 -1/2' 3 60.0 70.0 60.0 60.0 38' 37 -3/8' 3 60.0 70.0 60.0 80.0 52 - 1/8' (3) 5 600 70.0 60.0 60.0 ' 74' 6 60.0 67.9 60.0 80.0 25 -1/2' 3 60.0 70.0 60.0 80.0 30' 49 -5/8' 3 60.0 70.0 600 60.0 52 -0/8' ( 5 60.0 67.5 600 00.0 74' 8 50.9 50.6 .6M0 80.0 25 -1/2' 3 60.0 70.0 ' 60.0 80.0 36' 62' 3 60.0 67.5 60.0 60.0 52 -1/8' (5) 5 60.4 50.4 600 80.0 74' 8 40.0 40.0 600 80.0 3 50.0 70.0 .014 60.0 3 60.0 70.0 604 60.0 24 4 60.0 740 600 SAO (3) 5 6410 7110 640 60.0 8 no 70.0 no 840 3 604 740 6110 800 3 60.0 70.0 600 604 38 4 010 70.0 60.0 BOA (3) 6 WAO 70.0 80.0 80.0 8 60.0 - 740 600 610 3 60.0 700 640 010 3 610 740 604 610 us 4 600 740 604 800 (4) 6 604 641 640 80.0 6 54.0 34.0 6110 604 r n 1 4 , s k 3 60.0 10.0 80.0 80.0 3 600 7110 SIO 8110 (5) 4 55.9 559 60.0 80.0 5 47.7 47.7 604 80.0 6 426 424 604 80.0 A - N0. OF ANCHORS PER HEAD & SILL ( ) N0. OF ANCHORS PER JAMB 42- WINDOW WIDTH (FIANCE WAS) SEE SHEET 1 FOR GLASS DESCRIPTION A - N0. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB F LUCK WIDTH +iqr: 0A NUWYOUN TA2000 STRUCTURES 1A PC ■6357 CAN i 0 n 1 drawing no. W03-33 (sheet tot 8 ) WOOD BUCKS NOT BY KINCO. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 28'r WOOD BUCKS OR WOOD STRUCTURE 1 -1/2 MIN. PENETRATION INTO WOOD ,1 /4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -1/2 MIN. PENETRATION INTO W000 THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY j /18• TEKS OR SF [ ORI thl • SCREWS INTO METAL STRUCTURES (1/8' MIN. THICKNESS) we MAX. SHIM SPACE) J10 SMS OR SELF DRIWNG SCREWS INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) XO u?OUr Ox OPPOSITE OADE COUNTY APPR'D MUWON SEE SEPARATE NOA 1YPN:AL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING IFLANGE FRAME WINDOW Env: OR. HUMAYOUN YM000 STRUCTURES FU PC 16.1.11 CAN. , 5113! 8 drawing no. W03 -33 (poet4ot 8) !11111 MIEN ILLUSTRATIVE OILS. ONLY E%T. OR INT. FINISIRCS NOT BY b g 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: sEE ELEV. FOR SPACING !10 SMS INTO WOOD STRUCTURES 1 -1/4' MIN. PENETRATION INTO WOOD 110 SMS OR SELF ORSWNG SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) WEEPHOLES: W1 — 1" X 1/4' WEEP HOLE WITH PLASTIC BAFFLE AT 5' FROM EACH END. W000 STRUCTURE NOT BY KINC0. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Cno: OR IAARAYOLM FARODO STRUCTURES M PC . 16557 CAN 253E FIN FRAME WINDOW sheet 5 of 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L OPO. 3/r 1/4• MAX. VENT WIDTH DADE COUNTY APR MULLION SEE SEPARATE NOA XO IAY0L T' ox OPPOSITE TYPICAL ANCHORS SEE ELEV. FOR SPACING Aril: kir. if adz, 11416 1 WOOD STRUCTURE NOT BY XJNCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEN TO THE BUILDING STRUCTURE TYPICAL ANCHORS SEE EEV. FOR SPACING ILLUSTRATIVE DTIS. ONLY Ea. CR INT. FINISHES NOT BY IONCO Env OR. NUMAYOUN FAROGG STRUCTURES FIA PE 1 18537 CAN. 3538 FIN FRAME WINDOW g< 1 drawing no W03 -33 (sheet 6of 8 ) I ITEM / 4 QUANTITY --- V � I 4 �" T � kwt -s 2.691 -1]21 f bAta 213 8.691 1 ' 4377 I 1 KCO-2043 O-2 1 FRAME FRAME HEAD - FIANCE + 1.125 1.500 '"' 062 TYP. 1.373 4 KCO -2053 1 FRAME HEAD - FIN ` .913 1230 KCO -271 t FRAME SILL - FIANCE 8043-TO 1 TYP. i KCO -272 1 FRAME 521. - FIN VENT TOP/BOTTOM AIL KCO -2J3 1 SILL TRACK K00 -2042 1 FRM1E JAMB - VENT - FLANGE 8063-11 KCO -2032 1 FRAME JAMB - VENT - 213 1563 (FIN) .545 KCO -241 1 FRAME JAMB - FIXED - FLANGE 8063 -11 FRAME LtEB+F HEAD -1.563 (FLANGE) L KCD -2031 1 FRAME JAMB - FIXED - FIN 6023 -10 CC 174 FRAME 4128 HEAD KCO -2044 1/VENT FIXED 1.110. RAIL 6063 -T8 \, .997 1205 600 -2047 2/VENT OEM TOP & BOTT. RNL 6063-16 KCO-2045 1/ 014T GENT INTERLOCK 6063 -16 L301 A62 r- L501 KC0-2046 1/VEM OEM ,IAMB STILE 8067 -T6 �- .813 .062 227 VENT LATCH 3.063 3 TYP. RP -800 4/ UIE GLAZING BEAD 7/8' RIGID PVC RP -801 4/ LITE GLAZING BEAD 3/8' RIGID PVC 2.563 1.127 .078 '749 078 - 078 �1 2.501 1-2691 078 .749 A79 - A78 2.501 11 L -049 2/ VENT SNAP LATCH. 2 -7/6' LANG NYLON AT 6' & 48' FROM BOTTOM 12 - 2/IATC1 LEAF SPRING ST. STEEL - �e >t 1 N � y1 n QQ Z_ Y J Y o � SS .-. O 8 N x § Z ,� 13 VTF -2009 AS REDO- GLASS SPACER POLYPRO /EPOM DUAL DUROMETER 388 1.379 2250 --7 1.927 1.118I6 I 14 - - - - 15 E23131 NO AS 0 EOD., FIN SEAL WEATHERSTIP W ULTRAFAB .187 X .150 OR EN. 16 W23171NG AS RECO. FIN SEAL WEANHERSTIP ULiR#FAB .187 X .170 OR EWN. 17 U -4333 AS RE00. • BULB WEATHERSTRIPPING NG - CI .190 X .300 16 - AS 0500. ASSY SCREWS - /8 x 1' PH SMS #8 I 4437 4437_1 G JAMB STILE 19 - 2/VENT FIXED RAIL SCREW -561 - /8 x 3' PH SMS - - FRAME SILL (FIANCE) ..--1.321---1 .32..--1.321---1 � 20 - - - - - 21 - 2/PANEL. ROLLER HOUSING 6 GUIDE DELEON AT EACH END OF VENT FRAME SILL (FIN) .373 2.688 062 TYP. 22 - 4/PANFl ROLLER BRASS - 2.688 23 - 4/PANEL ROLLER SHAFT ST. STEEL - .375- .062 TYP. II T i 1186 � _ 2.250 ttP 4379 2691 1.370 1 24 - 2/WINDOw BAFFLE NYLON AT e FROM EACH END • 25 - 2 /BAFFLE BAFFLE SCREWS __ - /8 x t/2 SMS 2.691 1.370 m tr Approval � 1111 L� 1 .709 ..- (FLANGE) LL437 MEETING RM. -I .873 FRAME JAMB lsoo --I FRAME JAMB AM (FIN) 2 00-_1 r- .1 - I - G L s o p F 1. Nxso� 062 TIP. eY�il7 %1.If E ` 1.063 .375 Nyy �'^ -- , 1.321. Q «' 0- { ",,, • Lil�'I'� 1063�a7' I -- E 4. 080 r � L 3 GLASS SPACER SCALE 1:1 2.753 1.563 120J L 7 2.691 .068 � ,00■ils 2.753 1.563 L 2.691 4437 013 FIXED MTG. RAIL h I JI,o 625 4,6.- OR HUW1'OUN YA RD00 SGTAR1t:NRE FlA PE. 16367 p Q 4 2043 8 1 �' yy g = = r 120 r 062 I + 367 4173 TYP. 281 T- i ._ 1 1.100 062 TYP. TYP. FIXED FRAME .813871 L JAMB (FLANGE) }N� 4 . draw; no. W03 33 FIXED ,813 I FRAME 4300 JAMB (FIN) GLAZING BEAD GLAZING BEAD 7/8' GLASS 3/8' GLASS I .773 `-- SILL TRACK (sheet 7 of 8 VENT ft7P /ROTCOM CARNET$ FIUNrF Au TOP CORNER F AW E .0 BOTTOM CORNER FULFRMAF TOP CORNER Tier: bP HUUATOUN 014000 o STRUCTURES M P[ 16757 GK 0 4 2003 �gg 3 Y s .2 S 1 1 drawing no. W03 -33 sheet Sot 8 Miami Shores Village Building Department 10050 NE 2 Avenue Miami Shores, Florida 33138 RE: Building Permit 2003 -1373 Regards, Silvia Stanforth (305) 754 -2018 846 NE 97 Street Miami Shores, FL 33138 Robert & Silvia HE( \i G A a 7 9 2004 March 22, 2004 On August 19, 2003, I submitted blueprints for addition to my home and at that time paid $250.00 towards building permits, please see the attached cancelled check # 1125. When I picked up the building permit in March, 2004 an amount of only $200.00 had been deducted from the total cost of the building permit, please see attached building permit dated 3/8/2004, thus I am owed a refund of $50.00. Please refund the $50.00 to the address below within the next ten business days. /(.(9kSJ J b Robert & Silvia HSBC Bank USA Image SILti to M STANFORTH Ph „305- 7.54-2018 846NE97St Miami Shores :FL 33138 63 939 670 .' 000'2500. 08%27/2003 .0000 250.00 = 4157228 001125 00000000.1570071:97 HSBC Bank USA Image Archive • � ��+�� ^ Robert & Silvia • ------'— —' ` ::-.1.::..1.:1''.::...::::.::,,..........:::.......;::;.$507.7...r.l..01.0..S.L.:..::::::.....,,,!...:.....i.::.;.1.:.......,!..:..:11;.*:. , ... ; :: : ,.. ii . : :: : :. ........! .. 1 E. ,.. .....;: :: '.... ': ..... ,... . :: :: .............. ; ..:: : . ,: !:: :: :. !: " ... : ;..! ....,... ! ..., ; __— . � . [ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 T.M. Window & Door Co. 601NW12Ave. Pompano Beach, FL 33069 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: Series "230 "Outswing Door with Sidelites LMI APPROVAL DOCUMENT: Drawing No. W02 -77, titled "Series -230 Alum Out -Swing Door W /Sidelites ", sheets 1 through 6 of 6, prepared, signed and sealed by Humayoun Farooq, P.E., dated 08/28/02, 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: Large and Small Missile ImP3ct LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall beprovided to the user by the manufacturer or its distributors and shall be available for inspection at t oi F t ` ►t est of the Building Official. The submitted documentation was re erman, P.E. EA\ • NOA No 02- 1016.09 4 . iration Date: December 26, 2007 .)\ ("1 Approval Date: December 26, 2002 Page 1 T.M. Window & Door Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 - 77, titled "Series - 230 Alum Out - Swing Door W /Sidelites ", sheets 1 through 6 of 6 prepared, signed and sealed by Humayoun Farooq, P.E., dated 08- 28/02. B. TESTS 1. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3355, dated 01/29/02, signed and sealed by Luis Antonion Figueredo, P.E. 2. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large and Missile Small Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked - up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2648, dated 06/26/00, signed and sealed by Aldo P. Gonzales, P.E. 3. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large and Missile Small Impact Test per FBC, TAS 201 -94 3) Water Resistance Test, per FBC, TAS 202 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3053, dated 06/26/00, signed and sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Al- Farroq Corporation, dated 10/15/02, signed and sealed by Humayoun Farroq, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for "Saflex/Keepsafe Maximum" dated 05/17/02, expiring on 05/21/06. E -1 Theodore Berman, Deputy Director Product Control Division NOA No 02- 1016.09 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 E. STATEMENTS 1. Statements letter of conformance, dated 10/15/02, signed and sealed by Humayoun Farroq, P.E. 2. Statement letter of no financial interest, dated 10/15/02, signed and sealed by Humayoun Farroq, P.E. F. OTHER 1. Letter from Pistorino & Alam Consulting Engineers, Inc. E -2 9 1)-74/24 Theodore Berman, Deputy Director Product Control Division NOA No 02- 1016.09 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 FRAME WIDTH 13' MAX. HEAD /SILL 1 { 1 I _I _ — _ 1 11 11 II 1 11 1f II 11 11 11 11 11 : 11 \ II 11 II u "� 4 nom � 1 Ti 1 11 II II 11 11 11 11 11 i l n u II 1. 11 �. a 11 p 11 11 11 � 1 11 11 V 11 Il 11 II I it 1 11 / 11: V 1 u u 11 �I 11 II 1I m :, 11 11 It 11 11 . • ! . 1 1 / ( .;lil' == =te °° II \ II -- -- � \II II y n \ Da; \ \ _ - i 3: I I\ I II ./N .. // ®N II 10 11 2 2 1 I✓ 4: F -11 / n II / -- _ \ \ \ / / == \ 1 1 1 1 33 3/8' 25 1 1/2' 1 25 1/2' I I I 33 3/8' D.L OPG. 37 5 /8' D.L OPG. 34 1/2' D.L. OPG. D.L OPG. PANEL WIDTH ^ 34 1/2' PANEL WIDTH 71 1/8' 37 5/8' URFACE APPUED FALSE MUNTINS MAY BE USED SIDEUTE WIDTH DOOR FRAME WIDTH ( OXXO ) SIDEUTE WIDTH HEAD /SILL CORNERS • z 1 TYPICAI f1 FVATION TESTED UNITS SERIES -230 ALUM OUT -SWING DOOR W/ SIDELITE D00RS /SIDEUTES GLAZED WITH LAMINATED CLASS RATED FOR LARGE AND SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. SEE SHEET 2 FOR DESIGN LOAD RATINGS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. SURFACE APPUEO FALSE MUNTIN5 MAY BE USED 0 c. FRAM: WIDTH , 8' 13' MAX. HEAD 1 1 1 1 j /\ 28 5/8' 0.L OPG. 34 1/2' PANEL WIDTH \ II HulAYOUN FAR000 STRUCTURES nA. PE / 10357 2002 ®m / ��\\ 1F =,& _ _ 1/ / 26 5/8' D.L OPG. 34 1/2' PANEL WIDTH 5' MAX. - HEAD /SIU. CORNERS 1 4 5 OZ A 8 ( drawing no. W02-77 8 sheet 1 of 6 ) 810Fi116 - DESIGN LOAD CAPAC11Y - PSF PANEL DIMENSIONS CLASS TYPE 'A' WIDTH HEIGHT EXT. (+) TNT, ( -) GLASS TYPE 'C' GLASS TYPE '0' 65.0 65.0 3' -1 5/8' 7' -O' 65.0 65.0 . EXT. (+) 85.0 65.0 3' -1 5/8' 6' -0' 60.6 60.6 37 7/18' (X) 71 5 /8' MAX. N (XX) 75 3/4' MAIL / (XO) (OX) 109 15/16' MAx. (XXO) (Oxx) 114 1/18' MAX. (OXO) APPROVED CONFIGURATIONS (oxxo) 114 1 /18' MAX. 148' MAX. (XOX) z MOULDING OPTIONAL DOORS WITH SIDEUTES SEE CHART ABOVE FOR STDELIIE CAPACITY USE LOWER VALUE OF SIDEUTE OR DOOR 3/16' ANNEALED GLASS 090 SAFLEX RIO NEEPSAFE MAXIMUM PVB OVTER/AYER 0.460' OVERALL LAM. CLASS GLASS TYPE 'A' GLAZING DETAIL AT SIDELJTE .060 SAFLEX 1110 PVT OVERLAYS 0.440' OVERALL LAM. GLASS GLASS TYPE 'C' Gpr: DR. MUMAYOUN FAR000 STRUCTURES FIA PE / 19557 OCT 1 5 2002 3/16' ANNEALED CLASS .081 SAF-CLAS POLYCARBONATE LAMINATE 3/16' ANNEALED CUSS 3/16' ANNEALED GLASS SUJCONE TRENGLAZE 300 SRICONE TREMGIAZE 500 TREMCO r TREMCO 0.455' OVERALL LAM. GLASS GLASS TYPE 'B' 3/18' ANNEALED GLASS 7 -3/18' TEMP. CLASS .090 SAFLEX RIC PVB INTERLAYER .. 3/16' ANNEALED CUSS 3/18' TEM G LAS S SILICONE TREMCLAZE 500 SNCONE TREMGUZE 500 f TREMCO \ fT°�CO 0.460' OVERALL LAM. GLASS GLASS TYPE 'D' TIMM woA 6 Mimi • Powlio1 Comae rY'r71"T, - 1 u Lai f [ 1 drawing no. W02 -77 6h66 2 o f 6 DOORS WITHOUT SIDELITE - DESIGN LOAD CAPACITY - PSF NOMINAL ODOR DIMENSIONS GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE '0' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE '0' X XX EXT. (+) INT. ( -) EXT. ( +) TNT. (-) EXT. ( +) TNT. ( -) EXT. ( +) WT. (-) EXT. ( +) INT. (-) EXT. ( +) INT. (-) 3' -1 7/18' x 6' -8' 6' -0' X 6' -8' 53.3 90.0 53.3 60.0 53.3 65.0 60.0 90.0 60.0 60.0 65.0 65.0 3' -1 7/16' X 7' -0' 8' -0' X 7 -0' 53.3 90.0 X X 53.3 65.0 60.0 90.0 X x 65.0 65.0 3' -1 7/16' x 8' -0' 6' -0' x 8' -0' 53.3 90.0 X x 53.3 65.0 60.0 90.0 X. X 65.0 65.0 DOORS WITH STANDARD SILL FOR DOORS WITH 1X ADO-ON SILL RISER OR FOR EPICS. WHERE WATER INFILTRATION REQUIREMENTS • ARE NOT APPUCABLE. 37 7/18' (X) 71 5 /8' MAX. N (XX) 75 3/4' MAIL / (XO) (OX) 109 15/16' MAx. (XXO) (Oxx) 114 1/18' MAX. (OXO) APPROVED CONFIGURATIONS (oxxo) 114 1 /18' MAX. 148' MAX. (XOX) z MOULDING OPTIONAL DOORS WITH SIDEUTES SEE CHART ABOVE FOR STDELIIE CAPACITY USE LOWER VALUE OF SIDEUTE OR DOOR 3/16' ANNEALED GLASS 090 SAFLEX RIO NEEPSAFE MAXIMUM PVB OVTER/AYER 0.460' OVERALL LAM. CLASS GLASS TYPE 'A' GLAZING DETAIL AT SIDELJTE .060 SAFLEX 1110 PVT OVERLAYS 0.440' OVERALL LAM. GLASS GLASS TYPE 'C' Gpr: DR. MUMAYOUN FAR000 STRUCTURES FIA PE / 19557 OCT 1 5 2002 3/16' ANNEALED CLASS .081 SAF-CLAS POLYCARBONATE LAMINATE 3/16' ANNEALED CUSS 3/16' ANNEALED GLASS SUJCONE TRENGLAZE 300 SRICONE TREMGIAZE 500 TREMCO r TREMCO 0.455' OVERALL LAM. GLASS GLASS TYPE 'B' 3/18' ANNEALED GLASS 7 -3/18' TEMP. CLASS .090 SAFLEX RIC PVB INTERLAYER .. 3/16' ANNEALED CUSS 3/18' TEM G LAS S SILICONE TREMCLAZE 500 SNCONE TREMGUZE 500 f TREMCO \ fT°�CO 0.460' OVERALL LAM. GLASS GLASS TYPE 'D' TIMM woA 6 Mimi • Powlio1 Comae rY'r71"T, - 1 u Lai f [ 1 drawing no. W02 -77 6h66 2 o f 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 7 FYPICAL ANCHORS SEE ELEV. FOR SPACING 3/13 x 3/6* WEEPS 1/2* FROM SILL ENDS 1/2 MIN. FLUSH BOLT PENETRATION Oa SUS AT tr 0.C. REOD. FOR DESIGN LOADS ABOVE +53.3 PSF TYPICAL ANCHORS SEE ELEV. FOR SPACING REOD. FOR DESIGN LOADS ABOVE 65.0 ' REOD. FOR •.., DESIGN LOADS ABOVE 83.0 PSF 3/13 X 3/13' WEEPS I/2 FROM SILL ENDS TYF miCACR•.. SEE ELEV. DR :,PACING WOOD BUCKS NOT BY TM WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STK/CR./RE. OP11ONAL HI—RISE SILL TYPICAL ANCHORS SEE ELEV. FOR SPACING TUCTUF ( ';11 ALUM. 1,/15 TAN. THICK) STEEL : Fy .16 KSI M.N. ALUMINUM 6063—T3 MIN. 014 SMS OR 1/4 DIA. SELF DRIWNG SCREWS Engn DR. PURA:FOUR FAR000 STRUCTURES RA PE 1 16557 TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4• ntA TApcoNs INTO WOOD BUCKS OR W000 STRUCTURES 1-3/4" MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY WOOD BUCKS INTO MASONRY OR CONC. I —1/ 4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONC. 1 —1 / 4" MIN. EMBED INTO MASONRY OR CONC. 3/16' SELF INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/6' MIN. THICK.) STEEL : Fy 36 KSI MIN. ALUMINUM : 6063-15 MIN. HINGES; 7-5/8" LONG ALUM BUTT HINGES. AT 11' FROM EACH END AND ONE AT MIDSPAN OF LEAF. LOCKS; STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUI.63 TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 48' FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 39-1/2 FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (FLUSH SOLIS AT TOP 8 BOTTOM OF ACTIVE AND INACITVE LEAFS TO 8E ENGAGED DURING PERIODS OF HURRICANE WARNING) SEALANTS FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SIUCONE. drawing no. W02-77 sheet 3 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING 2B' WOOD BUCK 1/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. COD. FOR DESIGN LOADS ABOVE 65.0 PSF REOD. FOR DESIGN LOADS 65.0 PSF OR LESS 1 FAF RFINFORCING FOR 1 0AoS AFi0VF 85.0 PSF EXTERIOR acv w.; ' SF REOD. FOR C' DESIGN LOADS 65.0 PSF OR LESS TYPICAL ANCHORS SEE ELEV. FOR SPACING 14 X 1 -114' SMS AT 15' 0.C. WAX. nrpr. OR. HURAYOUN FAR000 STRUCTURES M PE / 10557 5 2002 drawing 00. W02 -77 sheet of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIM SPACE SIDELRE WIDTH TYPICAL ANCHORS 2 PER CLIP REM 4 • PART 4 QUANTITY OESCN6'TIU5 , ':1T* :W. MAN 'SL'PrI. ER: IC. m. • :M -038 1 FRAME HEAD - ,O(.1-15 - 2 OW 28815 1 FRAME SILL 6063 -t5 - 2A Gw 37319 1 ALT. FRAME SILL `63 -T5 FRAME JAMB , 6063 -T5 - - 3 CW 36572 2 4 CW 36048 1 PANEL LOCK STILE 6063 -15 - 5 OW 36935 1 PANEL HINGE STILE 6063 -T5 - 6 TM -061 2 PANEL TOP /BOTTOM NAIL 6063 -75 - 7 41Y 31826 4 WEATHERSTRIP ADAPTER BOBS -TS ENO OF DOOR STILES (TOP /BOTTOM) 8 OW 37889A 2/HINGE ASSY. TM OVTER BUTT HINGE 6063 -T6 DOOR PANEL/FRAME HINGE SIDE 9 CW 33888 1/HINGE ASSY. TM CENTER BUTT HINGE 6063 -16 DOOR PANEL/FRAME HINGE SIDE 10 CW 32222 2 000R LOCK INSERT 6063 -T5 LOCK STILE 11 - 2/ LEAF 3/4 4 1 1/4 4 3/4 ■ 1 /6' THK. GAP ALUMINUM 3' LONG 12 - 2/,049 11,1 FWSH BOLT ASSEMBLY ALUMINUM DOOR LOCK STILES 13 0W37056 AS REM. HEAD REINFORCING BUR. 12' LONG 6083 -T5 AT MID SPAN 14 64137056 AS RECD. SILL REINFORCING BAR. 12' LONG 6063 -15 AT MID SPAN 15 - - - - - 16 4037 AS REO'D. 'ULTRAFAB' CENTERF1N WOOLPILE WOOL LOCK STILES, JAM85. HEAD, SILL ' 17 CW 27846 2/LEAF FLUSHBOLT GUIDE 6063 -15 LOCK STILES ENOS (TOP /BOTTOM) 18 - 1/HINGE 7/32'0 HINGE PIN STEEL AT EACH HINGE ASSEMBLY 19 - - - - - 20 - AS RE00. 410 0 1/2' F.N. UNDERCUT SUS. STEEL AT FLUSH BOLTS 21 - 2/LEAF 1/2'0 THREADED ROD, WASHER & NUT 5TEE7. TOP /BOTTOM ENO RAILS 22 SERIES 400 1 KW9l5ET KNOBLOCK - ACTIVE LEAF 23 SERIES 600 1 KWI KSET DEAD8010 - ACTIVE LEAF 24 - 2/449460 ASSY. HINGE BUSIONO PLASTIC HINGE ASSEM810 25 - 36 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB INSTALL SCREW HOLES 28 - AS RECD. /10 4 1' PJi. SINS. (ASST. SCREW) STEEL DOOR FRAME MEMBERS/MUU. CUPS 27 - 2/f41140E ASSY. HINGE CAP PLASTIC HINGE ASSEMBLY 28 - - - - - 29 1 SILL ADAPTER (1' X 1' X 1/18' TUBE) ALUM - 30 TM -052A - 449440E REINFORCEMENT 6105 -16 92 -1/2' LONG 31 TM -051A 1 ASTRAGAL REINFORCEMENT 6063 -15 000R LOCK SORES 33 - - - - - 34 114 -054 2 MULLION 8053 -T5 BETWEEN DOOR/SIDE UTE JAMBS 35 GW 31936 4 CLASS STOP 6063 -15 SIDE LfTE GLAZING PERIMETER 38 - 2/MULL 2 4'0 2 7/8'z 1/8' CLIP ALUM. TOP & BOTTOM OF MULL 37 641 38737 OPTXNAL 00. DECORATIVE MOULDING 6083 -15 0008 PANEL PERIMETER DOOR JAMB /SIDELJTE FRAME GW 36572 r L_ , F l .625 ri . -_ _. I 62 _1 3.000 -- 440- -- 1.157 FRAME SILL • 471 -28615 wEATHER -STRIP ADAPTER 041 -31826 FRAME HEAD 7M - 038 DECORATIVE MOULDING GW -36737 1.213 .600 .045 GLASS STOP GW -31958 .413 r-- - 3.373 f 3.000 -.125 MULLION TM -054 3.500 L1.750 DOOR TOP & BOTTOM RAIL TM 081 DOOR HINGE STILE GW - 36935 DOOR LEAF STILE GW 36048 3.790 1.055 -. 1.554 1. 554 { 1.0 L� 1 LJ_1 1- -- ..840 1 .125 ASTRAGAL REINFORCEMENT TM - 075 FLUSH BOLT GUIDE GW -27846 L 12 -28 X 3/4' F.H. SINS 2.125 .125 GW 37888 CENTER HINGE 2.125 0.248 0.572 GW 37889 -9 OUTER HINCE HINGE PIN 3.681 HINGE CAP f0 X 1/2 F.H. SAS 2.126 L 2.70 HINGE ASSEMBLY 0.310 9.572 .125 7.689 772r .300 1.600 1.000 L V-- 2.895 HINGE REINFORCEMENT TM -052A 5 r A27 .7201 II l .600 ` - a .463 2.042 Q ALL REINFORCING BAR GW -37056 .509 .509 ALT. FRAME SILL GW -37319 Engr. 09. HUWTOUN fAR000 STRUCNRES FLA. PE 1 16557 1 5 2002 .7 drawing no. W02 -77 (sheet 5of 6 FRAMF TOP CORNFR $trWl ITF CORNFR FRAMF 80TTOM CORNER Enqr: DR. I rR S rNt000 FlJP. PE / 16567 (*hest 8 o 8 ) i drawing no. W02 -77 MIAMI-LADE COUNTY TAX COL LECTOR AWNOWre RATE SCH OP ,84820000 SCH DEB7700000 FIND 0' DI •- 970 Q OPER T:7500000 DBT SVC 0 MILL CD: 00.• FOLIO: r CNTY WD' DBT SVC, FIRE RE. FIRE PB E r 2002 MIAMI - 8,8890000 %00900000 1: SPEOIAL:ASSESSMENT'S: IMPROVEMENTS DISTRICT: 0 RA 2 ) [ AD VALOREM TAXES 11 3206 014 2730 NAME: SILVIA MARIA STANFORTH SCHOOL AND STATE DISTRICTS AMOUNT AUTHORITY RATE 591.03 EVG PRJ 0.1000000 53.65 2.68 41.60 SUB TOT E0F..4ij HOREB 540.03 35.89 sua_Ior -DADE COUNTY DISTRICTS • , 410.35 ., , 27. te ‘, _1:79.92 . ALO.REM. AS$ESS M. ENTS . DIST RATE FOOTAGE/UNITS DIST PROPERTY ADDRESS: 846 NE 97 ST 11 RI 0 LI SUB TOT INTEREST RATE YEARS INTEREST AMOUNT AMOUNT 6.97 695.93 622.95 PAY TAXES BY MAIL TO AVOID LONG LINES. TAX IN WWW.MIAMIDADE.GOV; 305-270-4916; (TDD) 305-372 525,92_ NOV DEC JAN FEB MAR AMOUNT DUE IF PAID IN 1819.01 1837.96 1856.90 1875.85 1894.80 VALUATIONS RETAIN THIS NOTICE FOR YOUR RECORDS 0150062 TOTAL VALUE 94681 HMSTD EX 25000 AMOUNT REVISED: AO • 1 NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL `a J ;v ( 1 110O 14 2 4 1 t ' it 'ia = IZe, \ .-. i I I ft.4,901 1 � i 1� DD• L\o,J(..."1 , i i f. 4.05' ! �, '1 � l iS�' -- 474' iJ E -� n ,:: t: ? nit (i N t ... ( ,. 644. 1P tUn tb- QIU p(to1 c FA-c 6 '14 1 90 o A • /5,20 O� - --- � 5.30' 'Q M It „0/31i-tg 4.7o' 1• f OktQ Rt_tJa 1 - o 1 • ui` ; • - 1 - .�- -I • tP 3/4-16 Po ID. 24.55 > 99. gam• 0 , P 3 /4el0 No fD- 1 ' ABBREVIATIONS: S WK= SIDE WALK, CBS= CONCRETE BLOCK STRUCTURE. CLF =CHAIN LINK FENCE, PL= PROPERTY LINE, DUE = DRAINAGE UTILITY EASEMENT, IP =IRON PIPE, F= FOUND, A/C =AIR CONDITIONER PAD, P /C= PROPERTY CORNER, D/H= DRILLED HOLE, WF= WOODEN FENCE, RES= RESIDENCE, CL- CLEAR, RB= REBAR, UE= UTILITY EASEMENT, CONC= CONCRETE SLAB, R/ WRIGHT OF WAY, DE= DRAINAGE EASEMENT, C/L= CENTER LINE, O= DIAMETER, TYP= TYPICAL, M= MEASURED, R= RECORDED, ENCR= ENCROACHMENT, COMP = COMPUTER, ASPH = ASPHALT, N/D =NAIL 8 DISC, S =SET, F.F.E. = FINISH FLOOR ELEVATION, O /S= OFFSET, P /P =POWER POLE, OHP=OVERHEAD POVVERLINE, WAN =W■TER METER M SSONRYVWLL =i I II I 1. I 1 II ELEVATION BASED ON LOC. # 3250 SW CONCREANCE M &D.E. CBM# N -603 ELV. 7.70' TYPE OF SURVEY: BOUNDARY SURVEY SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. . 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE 1 Q6 i HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 LOCATION SKETCH SCALE: NTS OF THE PUBLIC RECORDS OF MIAMI -DADE I 0 .44 A 1191 to S i R #s y -b o L : 75 �' P4T ' LEGAL DESCRIPTION: LOT 10 AND THE WEST 1/2 OF LOT 9 OF MIAMI SHORES SECTION NO. 3 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK FLOOD ZONE: g PANEL: 0093 DATE: 6/24/03 (305) 865 -1200 SCALE: 1 " =20' It is OM5e:i COUNTY, FLORIDA SUFFIX: J DWN. BY: F. Blanco BLOCK SURVEY FOR: ROBERT CLARKE AND SILVIA STANFORT, 846 N.E. 97TH ST., MIAMI SHORES, FLORIDA 33138. COMMUNITY# 120652 74 SINCE 1987 BLANGO SURVEYORS ING. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 SUBDIVISION 10 AT PAGE 37 DATE: 7 / i7 /95 BASE: N/A JOB No. 03- 3 7 Fax: (305) 865 -7810 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE-(NO MECEOVED 3 2004 MIAMI -DADE COUNTY. FLORID) METRO -DADE FLAGLER BUILDIN( 140 WEST FLACLER STREET. SUITE 160: MIAMI. FLORIDA 33130=156: (305) 375 -2901 FAX (305) 375 -290; New Age Windows & Doors 7196 NW 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Contro Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right t■ have this product or material tested for quality assurance purposes. If this product or material fails to perform ii the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediatel• revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the righ to revoke this acceptance, if it is determined by Miami Dade•County Product Control Division that this product o material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to c.or�ply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "100" .aluminum Outswing Door w/ Sidclitcs APPROVAL DOCUMENT: Drawing No. \102.13, titled "Series -100 Alum Out - swing Door w /Sidclitcs ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 2/13.'02 with revision on 9/4/02, signed and sealed by Humayoun P.E., bearing the Nii: r i -Da`c County Product Control Approval stamp with the Notice of Acceptance number and approval date - .._ V.::.... -Dade County ProiLZ1 Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a pern.ar.cnt label w..., the ,.......:facturcr's mar.,e or logo, city, stag and following statement: ' N1ta.... -Dade County Product Control Approved", unless o :'.cr'.' isc noted herein. RENEWAL of this NO :\ sha.1 be considered after a renewal application has been ' led and there has been no change in the applicable building code negatively afiectina the performance of this product. TER\1INATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and.'or man:.: act..re of the product or rrcc:ss. M`.s:.sc of this NO.\ as an endorsement of any product, for sales, adyen :sin: or any other purposes sh_ :1 automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and rc-1ova1 of NOA. ADVERTISEMENT: The NOA number preceded by tne words Miami -Dade County. Florida, and followed b the expiration date may be displayed in adver,isir,g literature. if anv portion of the NO :\ is displayed, then it shal be done in its entirety. INSPECTION: A copy of this entire NOA shall be pro%:dcd to the user by the manufacturer or its distributors and shall be available for inspection at the job she at the request of the Building Of f'cia1. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 0S0I.01 Expiration Datc: November 21, 2007 Approval Datc: November 21, 2002 Page 1 DOUBLE (XX) DOORS DOOR SIZE DESIGN LOAD CAPACITY - PST' IIDOR 30 SIDEUTE 38' SIDEUTE WIDTH HEICHT Ex1. (a) M. ( -) EXT. (a) WI. ( -) [87. 1.) Wt. ( -) 5/0 6/0 6/8 58.0 83.5 58.0 83.5 58.0 75.9 58.0 69.6 56.0 69.6 56.0 69.6 5/0 I 7/0 6/0 58.0 79.5 58.0 74.5 58.0 77.3 58.0 66.3 58.0 66.3 I 56.0 66.3 5/0 6/0 8/0 ( 56.0 69.6 58.0 f 69.6 58.0 63.3 58.0 58.0 58.0 1 58.0 58.0 58.0 IID1.U. 7170111 SINGLE (8) DOORS I/6 (e) P0077 SIZE DESIGN LOAD CAPACITY - PSf 36' DOOR 30 SIDEUTE 30 SIDEUTt vnOTH MC.GH1 (•T. (• . 011. (-) pR. (a) Y(1. ( -) (87. (a) 9(T. ( -) 2/6 3/0 6/8 56.0 93.5 58.0 63.5 56.0 75.9 56.0 69.6 56.0 69.6 56.0 69.6 2/6 3/0 7/0 58.0 79.5 58.0 79.5 58.0 7 },) 58.0 66.3 56.0 66.3 58.0 ( 46.3 7/6 3/0 I 6/0 58.0 69.6 58.0 69.6 56.0 63.3 58 58.0 58.0 58.0 58.0 ( 58.0 IID1.U. 7170111 (IAM( wIDTH LW •10174 I/6 (e) 30• 78 -1/: 3/0 (_) 36' 34 -1/4' 6/0 (••) gyp• 36 -1 /e' 6/0 (••) 72' 3e - 1/: HOwn% H(M $1 Waal I/LLHI Lw HEIGHT 6/9 60 78' 7/0 is 92' 9/0 96' 94 794 [TV is 1.1 Rau J • 2) 7/9' 0.L.0. it wa. 7Yr. I IKAD/s3t 1, • (XO) (OX) ( • m GOON WIDTH 23 7/6 • 23 7/6' O.L.O. ( • IN•uTWE LEAF • • 1 /81,,TEMP. CUSS • u ` u ` • Y E ` u ' I raAUI 790TH 71' 744' • ,7 69' ill/ +nO1H u et • • 1■ (xx0) (OXX) Al/PROS/FR CONFICURSTIONS • MAN BOLT) AT TOP/801701/ TYPICAL Fl FVATION SEE SHEE1 3 ( OXxO ) TESTED UNIT (•TER109 vow SEE SrEET 4 FOR ANCHOR LOCATION Of OTHER CONTIGURAUONS. r r' "..:.( D.L.O. _ - i �l •• 1 « n u • • • • (OX xo) 5u9rACE APPUTD (71st MuNTINS 6)47 Bt USED 6' 1AX. TIP. IQAb /Sal C0914( RS 17' CI.A' /.)NC t)ET :TIT. APPROVAL APPLIES TO StNCLC (X) AN0 DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. THE SIDEUTES CAN BE AT ONE SIDE OR BOTH SIDES OF DOORS. 000RS /SIDEUTES CLAMED WITH 1/8' TEMPERED CLASS N01 RATED TOR IMPACT AND RECTUM( PROTECTION BY MIAMI DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS. \54.1COrit 7/8' IC7/P CLA:S F70 A 1 -1/7 THIS PRODUCT I5 DESIGNED 10 COYP(Y WIN THE HIGH VELOCITY NORRIC A 70t:( OF THE 700) (1.0RIDA BUILO)NC COD(. ALSO FOR won) LOADS AS PER ASCE 7 .057710 CORRESPONOINC LOADS. W000 BUCKS 8Y OTHERS, MUST BE ANCHORED PROPERLY TO IRANSr(R LOADS 10 THE STRUCTURE. A•ICHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. .47ICHDR EAtBEDmEI11 '0 8. MATERIAL SMALL BE BEYOND WALL D4£SSIUG GR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN 111E5( DETAILS 4RE NOT PART OF THIS APPROVAL. hH 5(tr OGILUNC SC r Ai I 0.C. TrP. Appmld 01 nsllTlii w9t Itf 700ds 0 Ma f Ut71 I I 21 O MIAs 8)5.111.48 ►I,«tw1C••Id 171, (�� '7 • 1 o/a..n9 no. W02-13 sneel 1 al ..J 5 1YPICAt. ANCHORS SCC DIv. FOR SPACING 0 J 0 1., to Os* 8 1 -1/2 SCUT OR4UNG SCREWS AT e• IKON CORNERS AND 12 O.C. no X i-I /7' SELF ORRUNG SCREWS AT e (ROM CORNERS AND 12 O.C. TYPICAL ANCHORS w000 BUCK SEE ELEV. FOR SPACING YWCA& ANCHORS SE( EL[V, /OR SPACING i i i 4 6 .4 181 WOOD DUCK • ,8A) TYPICAL ANCHORS SEE ELEV. FOR SPACDIC TYPICAt ANCHORS 5E( LLIY. FOR SPACwC MCIAL STRUCTURES (Sl((L OR ALUM, 1/6' YIN. IHCK) ALUSAINUM : 6063 MIN. S)(EL : fy •• 36 4451 MIN. N 114 SUS OR I /4' Dt*. SCI! DRytWNG SCREWS 6000 BUCKS 1401 8Y HEY, AGE, MUST St./SINN LOADS IMPOS(0 BY CLUING SYSTEM AND 1R NSFER !Ku 10 THE BUILDING STRUCTURE. TYPISAI ANCHORS; SEE ELEV. (OR SPACING 3/16' (fk TAPCOHS 0110 786 W000 BUCKS OR WOOD STRUCTURES -3/8' min, PENETRATION WN10 WOOD TNR) 18Y WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY I -1 /4' MIN. EMBED INTO CONC. OR MASONRY 3/16' Sn F DRR I1Nc_$CRFYlS (ORB I n rx ORj0UN ) IN10 METAL STRUCTURES (51(14. 017 ALUMUFUM 1/8' M111. THICK.) 571f1 fy - 36 HSI MIN. ALUMINUM : 6063 -75 MIN. SEALANTS.; S.; USE 'PECORA SEALANT (COLOR 10 MATCH ALUMINUM FINISH) AI PERDAf1ER Of LOCK AM0 LEVER HANDLE, COVER PLATES, INSTALLATION SCREWS, PANEL SUMS, FRAME CORNERS ANC GLAZING DEAD ADAPTERS ON 1HE EXTERIOR. 1IINCES; c -3/8' EONC Dun HINCES. Al 1 -3/8' ER064 EACH END AND EWE AI IAIUS ?A Of LEAF. %/2' DIA. CONCEALED 111110W BOLT 'TM 803' MANUALLY OPERATED ram LEVERS Al 1 - /Y 'FR0,4 10? 6 801701A OF EACH LEAF LOCK STILE. 51111 01.60 0017 1.004 '6W4415E7 ' KEY OPERAJEO ON (XI(RIOR 4 THUMB TURN 011 IHIERIOR AI 44 - 1/2" mom 80110M Al ACTIVE LCA1 BRUSHED BRASS LEVER TYPE HANDLE '200 0141. DORREAN PASSAGE' Al 39' 1NUM 00110M 014 INIERIOR AND EXTERIOR OF EACH LOX :'.KUCIURCS ILA P( CT?,1 ° APP^^n1 as lboylJ11E *IA 1.A( /Wide W161• Cdr l7+lr 1 2r 02 - ^+ + NBA Ml,ol Prwt"Rt 1 ey L.4 W NOW IVY VI1CK SIDWTt 300TH IN —ACTIVE LEAF ICA1 WIDTH S( DIV. YAi11q IVY 00 TMY 14000 RAC* /10 ■ 1 -1/Y Ulf ORIWMG SCRIVS AT .' TROU CORKERS AND 27• o.c. rRAU[ WIO1H r\TEMIOI 1 O L. OPG. L! Ar WIDTH I /T" 0I& I11 803 oust/ 0011 o TUP & uO11Uu or EACH LEA/ AC'I'I\IF: LEAF . I(A!v!1,21.1 --- -- YR:TAI M11)11! l. 1.. MM.. 10 :01 I /AGO:. �1N0C •th!(S !'u PL 1 IL557 OC ji/-2 02 TYPICAL ANCHORS S(( fi(V. TOR SPALI0C /6 8 l /T" S.U.S. Al 12" O.C. rLUSN BOLT 0P[RAT004 /041 AACINC lW (LUSH 000 OPERATOR ON ACME LEAF Approml u. .nyld.( ANS al torah U. Jiu p.l. LL 2 0 61i.61 U.J. rIYJ..n CP•(I.I l = . alo.m0 no. wog -13 • ( 01 5.1 10(1 ► PART 1 REOD. DESCRIPTION DAT(RUL WN►Isu ► ►utt/0t1 Aus 1 CA1- 1 fount MAD - 6063 -13 M AUD 2 CA3-61711 2 t114NE 4WD 1063 -05 •0•670 3 4303 1 MRANK SAL 0003 -13 WON • c•01-43155 2/ PI71t% TOP AND 60110n RML 6007 -15 0401677; 3 GPM -63376 Z/ PARR 00011 'Dr SW 600) -13 M ALIK 0 CAS -67107 1/ PANEL ASIPAGA4. 1063 -13 04041[6 7 CAS - 61770 ..• GLAZING INSERT 0063 -13 0404011 ' • 1 - - owe ANCHOR PIATE (3' LONG) - 0 41C1IOR LOCATIONS 66 - - NtAO /Sll ANCHOR 01.411 (3 00147) - • ANCHOR IO(A•••• / GAS -47611 - 007477 man 0013-13 - 10 G414- 417111 3/ PANEL 116•77 6063 -10 140•4.1* 11 (AS - 41721 AS Rt00. 0014104 0063 -13 SENAO* 17 - AS 0(00. ROLL 7060C CL/171417 67.40 ILUL1R1un - U - AS R(00. ASS(1411v SCREWS - 110 0 1 ins 14 - 4/ PANEL suro0R1 PLAT( (1.3 A 7.5 A .750) INLON - 15 — 1 4 / 061174. 7/6• l0CK11V1 07.4770 ST(tl - 16 — + 7/ PANEL )/0. 0140■0(0 000 50tH - . 47 AP - 3114 — MllI 070TH(RS111I0P01C Wet - 10 (0 - 541 - DUL• 6 1ANTL - 7 T— �6AA00� 462 two 1___ Ism I sts-I---1 r 175 FRAME HEAD FRAut JAMB r L36)-1 I - -1 - [. 310 1. 2 1— 1 345 770. -4— FRAME SILL 0008 LEAP HEAD k SRL . 2•10P. 1 GLAZING INSERT 250 41 l �•12S —( .700I ASTRAGAL 1.745 ( 7.500 4.750 A9) TTP. -.113 .717 1-- 4 000 DOOR LEAP STILE < r 074 TYP. 1 765 JAWS ANCHOR PLATE PLASTIC VV SS VASNCR 5/16' DIA 4 74 LCHG SS ROD HINGE AS 0 7/4' S12 4/ HINGE L .091 X06 .062 I .592 =--1 1.250 j 4.070 HEAD /SILL • ANCHOR PLATE POCKET FILLER 1.9.' L PLASTIC CAP 12 041. C/P. NEAR /Sill SS VASNCR SS VASNCR 1 1 6 NO. VP. MUD /Sill CORNERS 'X' OR 'O ,047•04 7OC *110NS • • • J • • , ♦ ♦ • ANCHOR L0C17K.N0 ;pr. 21 nJ44A.01H1 tAROueJ 710x710(5 flu P(/ 11537 a 2110 a I • •)`s o L _,... , —,i , • - ,., -- ,-- —,-1 —1 17 um. TV. l •' - - - ( 6' Lt** VP. HCAA /SILL n(AD /SR.L CORNEAS *pp.1.g or...)I)1A6 606 r4. ) M:.. U • 6Y log NUM Mast O'1. L0 �r! y a s • 8 0 r-- 1 04•0:00• M. W02 -13 shell 401 S 5 KRA GUI% 1 •111 ■ 1 -I,2' ■ 1 /1• 4.1,4 ANGLE. 1-3/1• LONG ,I I SIDEI RF CORNER LRAM" TOP CORNER RA! E 0Q11Q1A CORNER ..y. Lq. y1 1001 :1p.U.d N4Fo111161 •14 IM S i..u. udJi t CA, ii.t. rit)A73A Uff613r ►a.v u.a. I J..i+ cwin 1 . [,,y" [�,�r,.,-e.", qty.• C3 8 hell 5 (hawing OIL W02 -13 of 5 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • MIAMI -DADE COUNTY. FLORID METRO -DADE FLAGLER BUILDIN 140 WEST FLAGLER STREET. SUITE 161 MIAMI. FLORIDA 33130 (305) 375 -2901 FAX (305) 37S -29( NOTICE OF ACCEPTANCE. NOA New Age Windows & Doors 7196 NW 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Contrc Division (In Miami Dade County) andlor the AHJ (in areas other than Miami Dade County) reserve the right t have this product or material tested for quality assurance purposes. If this product or material fails to perform i the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediate) revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the rigl- to revoke this acceptance, if it is determined by Miami- Dade•County Product Control Division that this product c material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "100" .Aluminum Outswing Door w/ Sidclites APPROVAL DOCUMENT: Drawing No. NV02 -13, ti :led "Scrics -100 Alum Out - swing Door w/ Sidclites ', sheets 1 through 5 of 5, prepared by Al Farooq Co-poration, dated 2/13:02 with revision on 9/4/02, si:ned and g scaled by Humayoun • Farooq. P.E., bearin the Miami-Dade - Product . - _ - County Pro:.uct Cor,.:ol Approval stamp with the Notice of .._ ~cc: _..d approval date V'....... -Dace County Product Control Division. MISSILE I'II'.- CT RATING: None L..AI3ELING: Each unit shall bear a permanent 'label with the manufacturer's name or lotto, city. state and following statement: "Nli- -Da ' :, ' - C� County Product Control Approved", unless otherwise ^ OtCd herein. n RENEWAL shall be red after a renewal L o f this 0:1 ;l b cor.sidc a• ".va application has been 'led and there has been no change in the applicable b'u:iding code nega tively aifeCI:n3 the pe :for"inance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and.'or rranu:ac :..:c of the product or p:oc:ss. NLsusc of this NO.\ as an endorsement of any product, for sales, adveerIis :'. or any other purposes shall automatically terminate :his NOA. Failure to Comply with any section of this NOA shall be cause for tent-it:in:a:ion and 7enloval of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County. Florida, and followed b) the expiration date may be displayed in advenising literature. If any portion of the NO :\ is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be pro•.:dcd to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building, Oftcial. This NOA consists of this pace 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 0S01.01 Expiration Date: November 21, 2007 Approval Date: November 21, 2002 Page 1 DOUBLE MC) DOORS DOOR SIZE DESIGN LOAD CAPACITY - PSF DOOM 30' SIDEUTE 36' SIDEUTE WIDTH HEIGHT M. (.) UIT. (-) EXT. (s) 1441. ( -) (01. (.) WT. ( -) 5/0 6/0 6/8 58.0 83.5 58.0 53.5 50.0 75.9 50.0 69.6 58.0 69.6 58.0 69.6 5/0 I 6/0 7/0 56.0 79.5 38.0 79.5 50.0 77.3 58.0 66.3 I 58.0 66.3 I 58.0 66.3 5/0 6/0 I 6/0 58.0 I 66.) 2/6 0/0 3/0 58.0 69.6 58 0 + 50.0 58.0 + 58.0 50.0 58.0 SINGLE (8) DOORS DOOR SIZE DESIGN LOAD CAPACITY - PSF DOOR 30• SIDEUTE 36 SIDEUTE WIDTH H(ICIN (z1. (• 611. ( -) (11. (•) 811. ( -) C%1. (.) ea. ( -) 2/6 3/0 6/8 / 56.0 83.5 58.0 03.5 58.0 75.9 58.0 69.6 58.0 69.6 58.0 69.6 2/6 3/0 7/0 56.0 1 79.5 58.0 79.5 58.0 72.3 50.0 66.3 58.0 I 66.3 58.0 I 66.) 2/6 0/0 3/0 58.0 69.6 56.0 I 69.6 58.0 63.3 58.0 58.0 58.0 1 58.0 56.0 58.0 I 10 146. sEITH F11AK WWDTH 1 LW 110144 2/6 ( 30' 28 -I /6' 3/0 (11) 36' 36.0/4' 6/0 (VI) • *O' 28 -1/6' 6/0 (6s) 71 36 -1/6' MOr41 HECIR ram( 14UCH1 LCAF. H(ICHI 6/0 e0• 78' 7/0 N' 02' 6/o 96' 96' • 23 7/0' 0 • ■ u ♦ u ♦ e. • • IN,ACTWE LOAF • • 1 /81TEMP, MASS • 161 FRANC WIDTH 72' ODOR WIDTH 23 7/8' 23 7 /e' O.L.O. D 1 t • r / 11 • FLUSH DOLTS AT TOP /80T70U TYPICAL ri FVATION SE( SHEET 3 ( oxxo ) TESTED UNIT EK►ERIOO view SEE SHEET 4 FOR ANCHOR LOCATION OF OTHER CONFIGURATIONS. ki 1♦ • (xxO) (Oxx) /IPPROYFO CONFIGURATIONS n VIP (O %O) I D.L.O. • • u • u SURFAC( APPLIED 'ALS( MUNTINS MAY BE 0S(0 3 ilm I 6• MAx. TYP. NCAD /S.L CONNERS VW (oxxo) 12 , r , \IUCONE 1 /8• Nod. CLASS 410 Y 1_1 /2 GLAZING DETAIL APPROVAL APPLIES TO SINGLC (x) AND DOUBLE (xx) LEAF DOORS WITH OR W9THOUT SIDELITES. THE SIDELITES CAN BE AT ONE SIDE OR BOTH SIDES or DOORS. D00RS /SIDELITES GLAZED WITH 1/8' TEMPERED CLASS NOT RATED FOR IMPACT AND REOUIRE PROTECTION DY MIAMI DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS. INIS PRODUCT IS 0E5104E0 TO COMPLY TAN THE HCH VELOCITY HURRICANE 701IE of 1HE 7001 f1ORIDL BUILDING CODE. ALSO MR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. W000 BUCKS BY OTHERS. MU51 08 ANCHORED PROPERLY TO 1RAHSFER LOADS 10 THE STRUCTURE. A•ICHORS SHALL BE AS 1451E0, SPACED AS SHOWN On DETAILS. ANCHOR EmBED•ENT 70 BASE 0AIERIAL SHALL BE 9800140 WA1:L DRESSING OR STUCCO. ANCHORING OR &ADINC CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. r 1.N SRI DRILLING AT 12' 0.C. Try. SC .(WS E.K.: WI. '.u.•1.lut. 14*,3L SIRUCIUMS ALA P( 11557 1) --L 2 AppoR•6.6.144 Ylstlds D wL CNN Dal AE210 ►Ib�l Ud/ Fowling C..1n4 Uh , lam s 3 8 944 9,• -E 6 VI Et Q 0 Ia W E54, ID Z =na •••• 0-1 0 n I bi J Zn1 r X 1 0 O P 4I0..n9 no. W02 -13 (0991 . 1 ol.s') TYPICAL ANCHORS SEE RV. FOR SPACING 1 11 1 -1/2 SCIF ORULWG SCREWS AT 6' FROM CORNERS AND I2' o.c. 19Y TYPICAL ANCHORS w000 BUCK SEE ELEV. FOR SPACING 110 R 1 -1/2' SELF GRILLING SCREWS AI 6 FROM CORNERS AND 12' 0.C, TYPICAL ANCHORS SEE ELEV. P011 SPACING 7 y i x u J 0 48) (J IBY .000 BUCK 3 7 TYPICAL AUC■0R5 5E1 LICV. FOR SPACIIIC M(1AL STRUCTUR(S (541(4. O A LUM. 1/6' MIN, THICK) 511(1: Fr - )6 KSI ALUMIN k UM : 6063 -15 MIN. [ /14 SMS OR 1 /A 014. 5(v ORILUNC SCREWS W000 BUCKS 4101 BY NEW AG(, MU51 SuS14H LOADS IMP05E0 BY GLAZING SYSTEM AND 1RINS ►ER THEM ID THE BUILDING STRUCTURE. TYPICAL. ANCHORS; SCE ELEV. FOR SPACING ]/)6' ON YAPCOHS 11110 28Y W00D BUCKS OR WOOD STRUCTURES 4 - 3/8' MIN, PENETRATION INTO W000 INRU 18Y W000 BUCKS INTO MASONRY 011 DIRECTLY INTO MASONRY 1 -1/4' MIN, EMBED INTO CONC. 011 MASONRY 3/W Sf F ORU I INO SC'RfWS (ORRI rI FX OR FOUN ) INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/(2' MIN, THICK.) STEEL : f - 36 KS4 M4N, ALUIINUM : 6063 -15 MIN. SEAL ANT'S; USE 'PECORA' SULAM (COLOR 10 MATCH ALUMINUM FINISH) AI PERNAEIER OF LOCK AND LEVER HANDLE, COv(R PLATES, INSTALLATION SCREWS, PANEL SLAMS, FRAME CORNERS AND GLAZING DUD ADAPTERS ON THE EXTERIOR. 111NCFS; C -3/8' TONG Dun NUICIS, AT 1 -3/0 (ROM EACH ENO AND Ur:E AI MID:PAN 04 LEAF. 1.4.C.NS 1/7' D1A. CONCEALED THROW BOLT 'TM 803' MANUALLY OPERATED mitt LEVERS AT 7 -4/2' (RON 10P & 8041044 OF EACH LEAS LOCK 518.1. STEEL DEAD 9011 LOCK 'KWIKSET KEY OPERATED 014 EXTERIOR & THUMB 111941 011 INTERIOR Al 44 -1/2" FROM 801100 AT ACTIVE LEAF 4411050(0 DRA`S LIVER TYPE HANDLE '200 DM DORREAN PASSAGE AI 39' 11200 0011044 044 IN1E41011 AND (X1(91011 Of EACH LEAF (• -,,. •9 :4o,u.1301 1A :104 NUCIURES RA. PC 1 .6551 • '012 2 l :007 Appro.IJ is mmHg •11111•1 Florida i 11.1616 C1161 80M C..1114 4 41.e1 UAL' Pr,r6"R UiM•L 2 E 4 ( ( oro..ng (40. W02 -13 (Owl 2 of S ( +1 WPC.% AICNORO s([ 111v. fOR SPACING 118 00 118 8000 SUCK ro Cris. urcaDln S(( (UV. roa SPACING . 1 /6' W. NRI /so T 1 -1/7• star onluwG SC8(WS At •• f110N CORN(RS AND 72 O.C. fRAUC W101N ENTFT UOE; I 01. OPC. a wiotH 1 /l' DL. lu 805 RUSH 0011 0 TOP & UOITWI Ur EACH 1Uf ACTIVE I.E:AF I t (A! r.•..l.1 rP :.Mr •100! 0 ,191 1 1i- .. HiI i •.y. I.. ..U.. 1 O :.■ rINGO: `IRUC'l811 S F1A. PL / 1L557 16 X 1/7 S.N.S. AT 12 O.C. Ruses 8011 OP(RA10R OH PAAC1F7 LW TYPICAL NICHOPS St ( ILAV. lUR SPAUUG RUSH 8011 0P(R008 ON ACIW( 1W LEO mom 1 Appn.•1d ol s.40As( skis at I-1•nds U• din Dm, IL 2f 0t Nora_ 1.11 o.I lads Vrml•n C.•TUl of ' 4.1 0 11 s . lil v� .) 010.41 no. W02 -13 (fnrel_) of 5. ITt5 I PANT I REOD. DESCRIPTION NAT(RIAL RANT. /SU ►IUEI/1tNA11S 5 GAS - 43606 1 (RAN( READ 6063 -15 M041S 2 44- 3 f6AA1( JANE 6063 -15 MONO 3 4367 5 fRAN( SILL 6013 -15 6(NADA 4 CAS 2/ PANEL 100 4110 COTTON 6AA 6063 -I5 MONO 5 444 2/ PARS DOOR LLA/ STILE 6063 -13 1440441 / CAS - .7607 1/ PAN(t AS7 1063 - 15 watts 7 GA5 -41170 - CIAZPIC INSERT 6013 ■15 0404511 , , 0 - - 345456 ANCHOR P1471 (3' (.0.46) - • ANCHOR 5045045 6A - - 1160 /SILL ANCH06 Port (5' ITNI6) - • a4CH06 tOCA110NS 6 GAS -T261 - POC6(1 TILLER 6063 -15 - 10 CAN -4525e 3/ PANEL HNC( 6063 -16 Mull 11 COLS -41771 AS 0E00. 545144764 1043 -15 S(HADA 12 - AS 6(00. ROLL (065(0 GLAZING 1(40 ALUYNW - 53 - AS 6(00. 035(54651 SCREWS - 110 0 1' SN$ 11 - 4/ PANEL SUPPORT PLATE (1.5' 0 7.5' 0 .7501 558055 - • 55 - 4/ P4141 or 50(KNUI PLATED STEEL - 56 - 1 7/ PANEL 3/6' 1440540(0 ROO STEEL - . 57 OP -3090 - 65116 w(ATHERS1RSPPPIC N1nt - 10 fP -511 - 65156 A'p1144(RST0PPIN( VINYL - .• 100 1w it w 1 1 rRA[4E HEAD 1.500 1 rRAUE 4.418 273 [.510 7.520 ,2 •15_, 1- -1467 —� DOOR LW HEAD & SILL [162• TIP. GLAZING INSERT 250 — 0.107 —y , •113 T LI .133 J I .713 —1.710 PL CAP SS VASNER 5/16' 01A S 0.6' (046 SS ROD HINGE 1.91' SS vASHCR 6e S 314' TNT 4/ HINGE SS vA Su( R PLASTIC CAP 450 (, i'.123 T— "r .700- ASTRAGAL 1.749 4.750 0.097 TT►. ( 4 000 DOOR LEAF STILE .094 i06 .062 I� .592 --4 1.250 F- 4.070 HEAD /SILK ANCHOR PLATE 076 1YP. 565 7.300 AND ANCHOR PLATE .365 • 076 ) —L T— I I . 500 1 -1600 r 3 500 111 POCKET fILtCR .1, 3 13' YA1, TYP. ( I 1 6' UAL TYP. HEAD /Sul HEAD /SILL CORNERS 'X' OR '0' ANCHOR LOCATIONS • �.` 1 7' NAS. TYP. 1 ' ! - - ANCHOR IOCA;IGHS • • • n71. ,R. NJ.a401/44 I0000 SIaJChats M P( 1 11557 S IAA2: TSP. HCA0 /511.5. n(AO /SILL COPN(RS c 2 jo 11.rid.Owl: �I tae EL )102 NUA 1, 5 a= 4 • 1 1 - I A : 1 W02 -13 C iN661 404 ' "' writoC R.SERT CORNER o.. EpAI. f TOP CORNER fRA1a[ 091101,4 CQRN[R Ilk 1'( / 1M7 "A41 4 1 ,1007 'ry ",.aN...p1[10V1111w • - S Mod U.J. Mn•.lu.t cwlrul 111.11 !� 7t . u 1 1 �? Lrs�r�- t1� — u" . ij 3 8 } J BUILDING OWNER'S NAME ROBERT CLARKE AND SILVIA STANFORT 03 BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 846 N.E. 97 ST. CITY STATE !"MIAMI SHORES FLORIDA PROPERTY DESCRIPTION (Lot and Block Numbers. Tax Parcel Number, Legal Description, etc.) PLAT.. BOOK 10, AT PAGE 37 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATIT!; DE/LONGITUDE (OPTIONAL) ( ##° - ##' - ##.##" or ##.#####°) ❑ NAD 1927 ❑ NAD 1983 B1. NFIP COMMUNITY NAME & CCMMUNITY NUMBER 120652 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1-7. SECTION A- PROPERTY OWNER INFORMATION HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION C1. Bulking elevations are based on ❑ Construction Drawings* ❑ Building Under Catstorction* ECI Finished Cast tr Tim *A new Elevation Certificate will be required when cats - traction of the budding is car C2. Buiking Dugan" Natter 1(Select the budding dagam most sirnilar to the bilking for which this certificate is bang catpleted - see pages6 and 7. lino dagraa{n accu ately r epesents the budding, provide a sketch or photogaph.) C3. Berrations— Zones A1-A30, AE, AEI, A (with BFE), VE, V1 V30, V (witty BFE), AR AR/A AR/AE, AR/A1 -A30, AR/AH, AR/A0 Canplete Item C3. -a-i below accordtihg to the budding dagam specified in Item C2. State the datum used If the datun is different from the lotion used for the BFE in Section B, convert the datum to that used for the BFE Show field meastrrernents and datum conversion calculation. Use the space provided a the Carments area of Section D or Section G, as appr L,riate, to doament the datum conversion. Daum NGVDConversioNCan>rnenis ;;: Elevation reference mark tsed BM Does on the FIRM? appear ® Yes ❑ No a) Top of boman floor (including .. ! � ) 7 11_22 ft (m) m b) Tcp of next higherlbor '' N /A. ' c) Bottom of lowest horizontal ' . : .. . .. fy) 1Jt /A . _Lt(m) w m :. d) Atlached'garage (top ofslab) .9_ ti(m) is e) Lowest elevation of machinery .; • equ;e. a w 03 -r r t m IOU servicing the bung (Desabe . : ti?" ., ...�: -1� ' .10 . 1 7' ft(m) E to t) Lowest adacertt (finished) gale 9.07'14m) (m ro 91 adycent (finished) grade (AG) 9.17' ft(m) H h) No. of permanent openings (flood vents) within 1 ft above Bade NT/ . . 3 ) Total area of all permanent openings (flood vents) in C3.k. A I .4 SQ . IN . (S Q . CM) B2 COUNTY NAME MIAMI —DADE o r U . rnacate tyre stxace to are rsase rr000 trevaoon (Tint) o to a ease n000 oeptlt entered in f39. ❑ FIS Profile ® FIRM ❑ Canmunity Determined ❑ Other (Describe): B11. Ind:ate the elevation dattm used for the BFE in B9:12] NGVD 1929 ❑ NAVD 19:: ❑ Outer (Describe): B12. Is the budding boated in a Coastal Barrier Resources System (CBRS) area a Otherwise Protected Area (OPA)? ❑ Yes . ►,y No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) SECTION D - SURVEYOR ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and seated by a land surveyor, engineer, or architect authorized by taw to certify elevation information. 1 certify that the information in Sections A, 8, and C on this certificate represents my be;( efforts to Interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under,, 'U S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER •ADIS N. NUNEZ 5924 TITLE COMPANY NAME REGISTERED LAND.SURVEYOR BLANCO SURVEYORS, INC. ADDRESS CITY 555 ,( OR,TH HORE DRIVE MIAMI BEACH L- *' . 6/24/03 SIGNAT FEMA Form 81 -31, January 2003 DATE See reverse side for continuation. O.M.B. No. 3067 -0077 Expires December 31, 2005 ZIP CODE 33138 For I surarxe Company Policy Number Company NAIC Number 83. STATE 6/24/03 STATE ZIP CODE FLORIDA 33141 TELEPHONE 305) .865 -12 00 Replaces all previous editi: PE 84. MAPAND PANEL NUMBER L 12025C0093 B5. SUFFIX J B6. FIRM INDEX DATE 7/17/95 B7. FIRM PANEL EFFECTIVE/REVISED DATE 3/2/94 B8. FLOOD ZONE(S) X B9. BASE FLOOD ELEVATICN(S) (Zone AO, use depth of flooding) N/A BUILDING OWNER'S NAME ROBERT CLARKE AND SILVIA STANFORT 03 BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 846 N.E. 97 ST. CITY STATE !"MIAMI SHORES FLORIDA PROPERTY DESCRIPTION (Lot and Block Numbers. Tax Parcel Number, Legal Description, etc.) PLAT.. BOOK 10, AT PAGE 37 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATIT!; DE/LONGITUDE (OPTIONAL) ( ##° - ##' - ##.##" or ##.#####°) ❑ NAD 1927 ❑ NAD 1983 B1. NFIP COMMUNITY NAME & CCMMUNITY NUMBER 120652 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1-7. SECTION A- PROPERTY OWNER INFORMATION HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION C1. Bulking elevations are based on ❑ Construction Drawings* ❑ Building Under Catstorction* ECI Finished Cast tr Tim *A new Elevation Certificate will be required when cats - traction of the budding is car C2. Buiking Dugan" Natter 1(Select the budding dagam most sirnilar to the bilking for which this certificate is bang catpleted - see pages6 and 7. lino dagraa{n accu ately r epesents the budding, provide a sketch or photogaph.) C3. Berrations— Zones A1-A30, AE, AEI, A (with BFE), VE, V1 V30, V (witty BFE), AR AR/A AR/AE, AR/A1 -A30, AR/AH, AR/A0 Canplete Item C3. -a-i below accordtihg to the budding dagam specified in Item C2. State the datum used If the datun is different from the lotion used for the BFE in Section B, convert the datum to that used for the BFE Show field meastrrernents and datum conversion calculation. Use the space provided a the Carments area of Section D or Section G, as appr L,riate, to doament the datum conversion. Daum NGVDConversioNCan>rnenis ;;: Elevation reference mark tsed BM Does on the FIRM? appear ® Yes ❑ No a) Top of boman floor (including .. ! � ) 7 11_22 ft (m) m b) Tcp of next higherlbor '' N /A. ' c) Bottom of lowest horizontal ' . : .. . .. fy) 1Jt /A . _Lt(m) w m :. d) Atlached'garage (top ofslab) .9_ ti(m) is e) Lowest elevation of machinery .; • equ;e. a w 03 -r r t m IOU servicing the bung (Desabe . : ti?" ., ...�: -1� ' .10 . 1 7' ft(m) E to t) Lowest adacertt (finished) gale 9.07'14m) (m ro 91 adycent (finished) grade (AG) 9.17' ft(m) H h) No. of permanent openings (flood vents) within 1 ft above Bade NT/ . . 3 ) Total area of all permanent openings (flood vents) in C3.k. A I .4 SQ . IN . (S Q . CM) B2 COUNTY NAME MIAMI —DADE o r U . rnacate tyre stxace to are rsase rr000 trevaoon (Tint) o to a ease n000 oeptlt entered in f39. ❑ FIS Profile ® FIRM ❑ Canmunity Determined ❑ Other (Describe): B11. Ind:ate the elevation dattm used for the BFE in B9:12] NGVD 1929 ❑ NAVD 19:: ❑ Outer (Describe): B12. Is the budding boated in a Coastal Barrier Resources System (CBRS) area a Otherwise Protected Area (OPA)? ❑ Yes . ►,y No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) SECTION D - SURVEYOR ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and seated by a land surveyor, engineer, or architect authorized by taw to certify elevation information. 1 certify that the information in Sections A, 8, and C on this certificate represents my be;( efforts to Interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under,, 'U S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER •ADIS N. NUNEZ 5924 TITLE COMPANY NAME REGISTERED LAND.SURVEYOR BLANCO SURVEYORS, INC. ADDRESS CITY 555 ,( OR,TH HORE DRIVE MIAMI BEACH L- *' . 6/24/03 SIGNAT FEMA Form 81 -31, January 2003 DATE See reverse side for continuation. O.M.B. No. 3067 -0077 Expires December 31, 2005 ZIP CODE 33138 For I surarxe Company Policy Number Company NAIC Number 83. STATE 6/24/03 STATE ZIP CODE FLORIDA 33141 TELEPHONE 305) .865 -12 00 Replaces all previous editi: PE Policy Number For Insurance Company Use- Company WIC Number IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Incluchn o Apt.. Unit, Suite, and/or Bldg. Na) OR P.O. ROUTE AND BOX NO. 846 N.E. 97 ST. CITY STATE ZIP CODE MIAMI SHORES FLORIDA 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) carmunity official, (2) insurance agent/company, and (3) bulking owner. COMMENTS CROWN OF ROAD ELEVATION: 9.55' ON CENTERLINE ON CENTER OF ROAD ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (IMTHOUT BFE) For Zone AO and Zane A (without BFE), canplete Items El trough E4. lithe Elevation Certificate is intended for use as supporting infatuation for a LOMA cr LOMR -F, Section C must be completed. El. Building Diagram Number _(Select the building dragram most smlar to the building for which this certificate s being completed –see pages 6 and 7. If no dagarn accuratey represents the buddng, provide a sketch a photograph.) E2. The top of the bottom floor (mcludng basement or enclosure) of the buildng is _ ft(m) _in.(an) ❑ above a ❑ below (check one) the highest adjacent Bade. (Use natural Bade, if available). E3. Fa Bulking D'largans 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the budding s _ ft(m) _in.(an) above the highest adjacent gade. Complete items C3.h and C3i on front of form. E4. The top of the platform of machinery ands equipment servicing the budding is _ ft(m) _in.(cm) ❑ above or ❑ below (check one).the highest adjacent gade. (Use natural Bade, if avaiable). E5. For Zone AO only: If no flood depth number s available, is the top of the bottom floor elevated in accordance with the community's floociplai n management ordnance? ❑ Yes ❑ No ❑ Unknown. The kcal official must certify the it rfumation in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The p r o p e r t y o w n e r a owner's authorized representative who carpides Sections A, B, C (Items C3.h and C3.i oily), and E for Zane A (without a FEMA -issued or carununity- ssued BFE) a Zone A O must sign here. T h e s t d e m e r d s i n Sections A B , C , andE are cared to the best ofmy knowledge PROPERTY OWNER'S OR OWNERS AUTHORIZED REPRESENTATIVES NAME ADDRESS SIGNATURE COMMENTS BM# . N -603 SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by taw or ordnance to administer the community's floocPkron management ordnance can complete Sections A, B, C (a E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The intonation in Section C was taken from other doarnentation that has been signed and embossed by a ftcersed surveyor, engineer, a architect who is authorized by state or kcal law to certify elevation information (Indncate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for bulldog located in Zone A (without a FEMA -issued or camiur>ity BFE) or Zone AO. G3. ❑ The following information (items G4-G9) is provided for community floocfplain management purposes. G6. DATE CERTIFICATE CF COMPUANCFJOCCUPANCY ISSUED . —J G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G7. This permit has been issued fir: ❑ New Construction ❑ Substantial Improvement G8. Elevation d as-built lowest floc (inducting basement) of the buidng ie G9. BFE a - On Zone AO) depth of floodng at the bunking site s: LOCAL OFFICIAL'S NAME COMMUNITY NAME IGNATURE 'OMMEtfTS A Form E1 - 31, January 2003 LOCATOR# .3250 SW ELEV. 7.70' CITY DATE TELEPHONE TITLE TFIFPHONE DATE STATE ZIP CODE ❑ Check here if attachments Datum: Datum: Replaces all previous editions NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL REVISED: •e,.' n 1 1 n �Orc 1 ' ID Rag! P° f r i 0:•: ' t R y4,5 1 1 L. 'A i 1 uu cz !-- = I ) 5t 1 i 3'' I /mod } i N ` �tb O(1 I '- ` � ' 1 Qj t :f p 0 (J.0 t1). IB _1., _ 4.70' i- ._.r n 45� ` __- t - t� x it .00' -41z ?Moo 1 q 11 I I I I R 1 R 1 ti • m oo (uc4'2 - 5 ti a 25.30r 1 Y .g17r) '. �«� _ ∎' ' r - fL `=Piet -26if' "• -° � - A -' - 4 - 4.75' 4.70 • 1680' Na tp . - 50' ,Z In 24.55' AA Fes, Q 3�4 '1` pc. IP 37 `jp' --- drX59 Taro L fl/ , 25; ABBREVIATIONS: SWK= SIDEWALK CBS = CONCRETE BLOCKSTRIZCTURE, CLF=CHAIN LINK FENCE, PL =PROPERTY LINE, DUE= DRAINAGE UTILITY EASEMENT, IP =IRON PIPE. F =FOUND, NC =AIR CONDITIONER PAD. P/C-PROPERTY CORNER, DM= DRILLED HOLE, WF= WOODEN FENCE, RES= RESIDENCE, CL -C LEAR, RB =REBAR, UE= UTILITY EASEMENT, CONC= CONCRETE SUB, RI WRIGHT OF W1Y, DE =DRAINAGE EASEMENT, C/L= CENTER LINE, O= DIAMETER, TYP =TYPICAL, M= MEASURED, R =RECORDED, ENCR =ENCROADIMENT, COMP =COMPUTER ASPH =ASPHALT, N/D =NAIL & DISC, S =SET, F.F.E. =FINISH FLOOR ELEVATION, O/S= OFFSET, P/P =POWER POLE, OHP =OV POWERLINE, WM =WATERMETER M - LL= ELEVATION BASED ON LOC. # 3250 SW MAINTENANCES DRAINAGE EASEMENT =[�B CBM# N -603 ELV. 7.70' TYPE OF SURVEY: BOUNDARY SURVEY SURVEYOR'S NQTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THE SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTINGTHIS PROPERTY. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE in R RIIRNI 171 --- -- i HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 FLOOD ZONE: X PANEL: 0093 DATE: 6/24/03 (305) 865 -1200 SCALE: 1• =20' SUFFIX: j DATE: 7/17/95 BASE: N/A COMMUNITY# 120652 DWN. BY: F. Blanco JOB No 03- j z_ 7 SINCE 1987 BL.ANCO SURVEYORS ING. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 Fax: (305) 865 -7810 SURVEY FOR: ROBERT CLARKE AND SILVIA.STANFORT, 846 N.E. 97TH ST., MIAMI SHORES, FLORIDA 33138. LEGAL DESCRIPTION: LOT 10 AND THE WEST 1/2 OF LOT 9 BLOCK 74 OF MIAMI SHORES SECTION NO. 3 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 37 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA IHI'��N I 11 •III TI 11 ill LOCATION SKETCH SCALE: NTS L N Qj <4 A t{f� 2 '1 I SUBDIVISION If FORM 600A-2001 Tested sealed ducts must be certified in this house. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Builder: Permitting Office: Permit Number: Jurisdiction Number: 232600 Project Name: ADD. TO MRS.S.STANFORTI4 RES. Address: 846 NE. 97 STREET City, State: MIAMI SHORES, FL Owner: MRS.SILVA STANFORTH Climate Zone: South 1 Nev construction or existing Single family or multi-family 3 Number of units. if multi-family 4. Number of Bedrooms 5 Is this a worst case? t Conditioned floor area (ft') 7 Glass area & type a. Clear - single pane b Clear - double pane c. Tint other SHGC - single pane d Tint other SHGC - double pane 8 Floor types a Slab-On-Grade Edge Insulation b N A c. N A 9 Wall types a Concrete. Int Insul. Exterior 0. d e 10 a b 11 a N A b N A N A N A Addition Single family 510 5.0 ft" 0.0 ft' 0.0 IP 0.0 ft' R=0.0, 74.0(p) fl R=4.2. 619.0 ft' - Ceiling types Under Attic R=I9.0, 510.0 fl N A N A Ductql,eak Free) Sup Unc. Ret: Unc. AH: Interior Sup. R=6.0, 60.0 ft N A Total as-built points: 7888 Glass/Floor Area: 0.17 Total base points: 8705 I hereby certify that the plans and specifications covered by this calculation are in complia with the Florida Energy Code. PREPARED BY: DATE: /9 I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits EnergyGauge® (Version: FLRCPB v3.21) (CF-Ceiling fan, CV-Cross ventilation. HF-Whole hous an, PT-Program a. • h os t. MZ-C-Multi .n cool MZ-H-Multiz n MIAMI SHORES Cap: 18.1 kBtu,hr SEER 12.40 Cap: 17.0 kBtu.hr COP I 00 Cap • 50 0 gallons El' 0 86 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: BASE AS -BUILT wir GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 510.0 32.50 2983.5 Single, Clear E 0.0 0.0 45.0 73.03 1.00 3286.4 Single, Clear W 0.0 0.0 40.0 65.53 1.00 2621.3 As -Built Total: 85.0 5907.6 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points • Adjacent 0.0 0.00 0.0 Exterior 619.0 2.70 1671.3 Base Total: 619.0 1671.3 I Concrete, Int Insul, Exterior 4.2 619.0 2.28 1411.3 As -Built Total: 619.0 1411.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 I Base Total: 0.0 0.0 I As -Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 510.0 2.80 1428.0 Base Total: 510.0 1428.0 Under Attic 19.0 510.0 3.72 X 1.00 1897.2 As -Built Total: 510.0 1897.2 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points • Slab 74.0(p) -20.0 - 1480.0 Raised 0.0 0.00 0.0 Base Total: - 1480.0 Slab -On -Grade Edge Insulation 0.0 74.0(p) -20.00 - 1480.0 As -Built Total: 74.0 - 1480.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 510.0 18.79 9582.9 510.0 18.79 9682.9 Summer Base Points: 14185.7 Summer As -Built Points: 17319.0 Total Summer X System = Cooling Points Multiplier Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 14185.7 0.4266 6051.6 17319.0 1.000 (1.073 x 1.000 x 0.90) 0.275 1.000 4599.4 17319.0 1.00 0.966 0.275 1.000 4599.4 FORM 600A -2001 Tested sealed ducts must be certified in this house. SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 846 NE. 97 STREET, MIAMI SHORES, FL, PERMIT #: EnergyGaugeTM DCA Form 600A -2001 FORM 600A -2001 Tested sealed ducts must be certified in this house. WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 846 NE. 97 STREET, MIAMI SHORES, FL, PERMIT #: EnergyGauge^" DCA Form 600A -2001 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X WPM X WOF = Point .18 510.0 2.36 216.6 Single, Clear E 0.0 0.0 Single, Clear W 0.0 0.0 As -Bullt Total: 45.0 3.76 1.00 40.0 4.47 1.00 85.0 169.0 178.7 347.7 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent Exterior Base Total: 0.0 0.00 619.0 0.60 619.0 0.0 371.4 . 371.4 I Concrete, Int Insul, Exterior 4.2 As -Built Total: 619.0 619.0 1.02 631.4 631.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 0.00 0.0 0.0 0.0 0.0 1 As -Bultt Total: 0.0 0.0 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic Base Total: 510.0 . 0.10 510.0 51.0 51.0 Under Attic 19.0 As -Bullt Total: 510.0 0.14 X 1.00 510.0 71.4 71.4 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab Raised Base Total: 74.0(p) -2.1 0.0 0.00 -155.4 0.0 -155.4 Slab -On -Grade Edge Insulation 0.0 As-Bullt Total: 74.0(p) 74.0 -2.10 -155.4 -155.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 510.0 -0.06 -30.6 510.0 -0.06 -30.6 Winter Base Points: 453.0 Winter As -Built Points: 864.5 Total Winter X P oints System = Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 453.0 0.6274 284.2 864.5 1.000 (1.099 x 1.000 x 0.91) 864.5 1.00 1.000 1.000 1.000 1.000 1.000 864.6 864.6 FORM 600A -2001 Tested sealed ducts must be certified in this house. WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 846 NE. 97 STREET, MIAMI SHORES, FL, PERMIT #: EnergyGauge^" DCA Form 600A -2001 BASE CODE COMPLIANCE STATUS AS -BUILT WA TER HEATING N umber of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2369.00 AS -BUILT 50.0 0.86 As -Built Total: 1 1.00 2424.09 1.00 2424.1 2424.1 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 6052 284 2369 8705 4599 865 2424 7888 BASE AS -BUILT WA TER HEATING N umber of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2369.00 2369.0 50.0 0.86 As -Built Total: 1 1.00 2424.09 1.00 2424.1 2424.1 FORM 600A -2001 Tested sealed ducts must be certified in this house. WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 846 NE. 97 STREET, MIAMI SHORES, FL, PERMIT #: i EnergyGaugeTA" DCA Form 600A -2001 PASS COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. V Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. / v Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. 610.1 Ceilings . 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. ✓ Recessed Lighting Fixtures 606.1.ABC.1.2.4 • Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built-in heat trap required. 1 Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. ✓ Shower heads 612.1 Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. ✓ HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R-3 both sides. Common ceiling & floors R -11. FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDR 846 NE. 97 STREET, MIAMI SHORES, FL, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST es EnergyGauge DCA Form 6MA -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.21 Tested sealed ducts must be certified in this house. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.3 The higher the score, the more efficient the home. MRS.SILVA STANFORTH, 846 NE. 97 STREET, MIAMI SHORES, FL, 1. New construction or existing Addition 2. Single family or multi - family Single family 3. Number of units, if multi - family 1 4. Number of Bedrooms 1 5. Is this a worst case? No 6. Conditioned floor area (ft 510 ft 7. Glass area & type a. Clear - single pane 85.0 ft b. Clear - double pane 0.0 11 c. Tint/other SHGC - single pane 0.0 ft __ d. Tint/other SHGC - double pane 0.0 ft 8. Floor types a. Slab -On -Grade Edge Insulation R =0.0, 74.0(p) ft _ b. N/A c. N/A 9. Wall types __ a. Concrete, Int Insul, Exterior R =4.2, 619.0 ft b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R =19.0, 510.0 ft __ b. N/A c. N/A 11. Ducts(Leak Free) a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 60.0 ft __ b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, RB -Attic radiant barrier, MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 18.1 kBtu/hr _ SEER: 12.40 *NOTE: The home's estimated energy performance score is only available through the FLA /RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStaP designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCPB v3.21) Cap: 17.0 kBtu/hr _ COP: 1.00 Cap: 50.0 gallons _ EF: 0.86 _ Prepared For: MRS.SILVIA STANFORTH 846 NE.97 STREET MIAMI SHORES , FL 00000 *'******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DESIGN CONDITIONS for MIAMI SHORES Dry Bulb Wet Bulb Daily Range 15 Latitude 25 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Room Name HEATING DELTA T 14.7 NOTE: * ** OUTDOOR SUMMER WINTER 91 42 79 SUMMARY REPORT N�w AHy�cc' -2 • Daily Swing 3.0 Elevation 7 Safety Factor ( %) Latent Factor ( %) Heating Heating BTUH CFM 9,682 600 9,682 600 INDOOR SUMMER WINTER 75 72 62 Prepared By: L.JIMENEZ GOMEZ -PINA ENG. Job Name: ADD.FOR MRS.STANFORTH 10 30 Sensible Cooling Cooling BTUH CFM 2 ),858 600 Calculated Airflow is based upon load requirements. Verify that airflow calculated is compatible with selected equipment requirements. * ** 07 -11 -03 60601903.15 600 OLING DELTA T 19.5 DETAILED REPORT FOR ENTIRE HOUSE Prepared For: Prepared By: MRS.SILVIA STANFORTH L.JIMENEZ 846 NE.97 STREET GOMEZ -PINA ENG. MIAMI SHORES , FL 00000 Job Name: ADD.FOR MRS.STANFORTH ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** EXPOSURE GLASS NORTH SOUTH EAST WEST NE /NW SE /SW HORZ. TOTAL AREA -COOLING HEATING WALLS NORTH SOUTH EAST WEST NE /NW SE /SW AREA COOLING HEATING AREA COOLING HEATING * ** 0 0 0 0 0 0 0 0 0 510 * ** 0 0 0 162 442 813 0 0 0 45 2,387 772 240 656 1,208 DOORS NORTH SOUTH EAST WEST NE /NW SE /SW 0 0 0 40 2, 122 686 217 592 1,090 0 0 0 0 0 0 0 0 0 0 0 0 0 MISCELLANEOUS COOLING LOADS Total Cooling Load 16,772 BTUH Or 1.40 Tons MISCELLANEOUS HEATING LOADS Total Heating Load 9,682 BTUH 0 0 0 0 0 0 * ** 0 0 0 FLOOR AREA COOLING HEATING 1,798 CEILING AREA COOLING HEATING 0 0 0 BELOW GRADE 0 0 0 People Sensible Load 450 Latent Load 3,558 Lights & Appl. Load 2,048 Latent Safety Btuh 356 Ventilation Load 0 Duct Heat Gain 1,894 Infiltration Load 187 - Sensible Safety Btuh 997 TOTAL SENSIBLE LOAD 12,858 TOTAL LATENT LOAD 3,914 -Summer ACH 0.13 Temp. Swing Mult. 1.00 * ** Infiltration Load 701 Ventilation Load 0 Duct Heat Loss 1,093 Safety Btuh 781 Wiiter ACH 0.25 07-11-93 60601903.15 85 4,508 1,459 TOTAL 618 1,690 3,111 TOTAL 0 0 0 510 1 1,084 1 739 • FORM 600A -2001 Tested sealed ducts must be certified in this house. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner: Climate Zone: 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete. Int lnsul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts(Leak Free) a. Sup: Unc. Ret: Unc. AH: Interior b. N/A ADD. TO MRS.S.STANFORTH RES. 846 NE. 97 STREET MIAMI SHORES, FL MRS.SILVA STANFORTH South Glass /Floor Area: 0.17 L Addition _ Single family _ 1 85.0 ft _ 0.0 ft 0.0 ft 0.0 ft R =0.0, 74.0(p) ft _ R =4.2, 619.0 ft R =19.0, 510.0 ft __ Sup. R =6.0, 60.0 ft __ I hereby certify that the plans and specifications covered ! by this calculation are in complianc e the Florida Energy Code. PREPARED BY: DATE: 7 / /Sr o I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: i DATE: b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A Total as -built points: 7888 Total base points: 8705 EnergyGauge® (Version: FLRCPB v3.21) Builder: Permitting Office: Permit Number: Jurisdiction Number: 232600 c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) PASS MIAMI SHORES 12. Cooling systems a. Central Unit Cap: 18.1 kBtu/hr _ SEER: 12.40 Cap: 17.0 kBtu/hr COP: 1.00 Cap: 50.0 gallons _ EF: 0.86 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: FORM 600A -2001 Tested sealed ducts must be certified in this house. SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 846 NE. 97 STREET, MIAMI SHORES, FL, PERMIT #: EnergyGaugeN DCA Form 600A -2001 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 510.0 32.50 2983.5 Single, Clear Single, Clear As -Built Total: E 0.0 0.0 45.0 W 0.0 0.0 40.0 85.0 73.03 1.00 65.53 1.00 3286.4 2621.3 5907.6 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent Exterior Base Total: 0.0 0.00 619.0 2.70 619.0 0.0 1671.3 1671.3 Concrete, Int Insul, Exterior As -Bullt Total: 4.2 619.0 619.0 2.28 1411.3 1411.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 0.00 0.0 0.0 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic Base Total: 510.0 .2.80 510.0 1428.0 1428.0 Under Attic As - Built Total: 19.0 510.0 510.0 3.72 X 1.00 1897.2 1897.2 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab Raised Base Total: 74.0(p) -20.0 0.0 0.00 - 1480.0 0.0 - 1480.0 Slab-On-Grade Edge Insulation As -Built Total: 0.0 74.0(p) 74.0 -20.00 - 1480.0 - 1480.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 510.0 18.79 9582.9 510.0 18.79 9582.9 Summer Base Points: 14185.7 Summer As -Built Points: 17319.0 Total Summer X System = Points Multiplier Cooling Points Total X Cap Component Ratio (DM X Duct X System X Credit = Multiplier Multiplier Multiplier x DSM x AHU) Cooling Points 14185.7 0.4266 6051.6 17319.0 1.000 (1.073 17319.0 1.00 x 1.000 x 0.90) 0.275 0.966 0.275 1.000 4599.4 1.000 4599.4 FORM 600A -2001 Tested sealed ducts must be certified in this house. SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 846 NE. 97 STREET, MIAMI SHORES, FL, PERMIT #: EnergyGaugeN DCA Form 600A -2001 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X WPM X WOF = Point .18 510.0 2.36 216.6 Single, Clear E 0.0 0.0 45.0 3.76 1.00 Single, Clear W 0.0 0.0 40.0 4.47 1.00 As -Built Total: 85.0 169.0 178.7 347.7 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 619.0 0.60 371.4 Base Total: 619.0 371.4 Concrete, Int Insul, Exterior 4.2 619.0 1.02 As -Built Total: 619.0 631.4 631.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 I As -Built Total: 0.0 0.0 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 510.0 0.10 51.0 Base Total: 510.0 51.0 Under Attic 19.0 510.0 0.14 X 1.00 As -Built Total: 510.0 71.4 71.4 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 74.0(p) -2.1 -155.4 Raised 0.0 0.00 0.0 Base Total: -155.4 Slab -On -Grade Edge Insulation 0.0 74.0(p) -2.10 As - Built Total: 74.0 -155.4 -155.4 • INFILTRATION Area X BWPM = Points Area X WPM = Points 510.0 -0.06 -30.6 510.0 -0.06 -30.6 Winter Base Points: 453.0 Winter s -Built Points: 864.5 Total Winter X System = Heating Points Multiplier Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 453.0 0.6274 284.2 864.5 1.000 (1.099 x 1.000 x 0.91) 1.000 1.000 864.5 1.00 1.000 1.000 1.000 864.6 864.6 FORM 600A -2001 Tested sealed ducts must be certified in this house. WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 846 NE. 97 STREET, MIAMI SHORES, FL, PERMIT #: EnergyGauge DCA Form 600A -2001 FORM 600A -2001 Tested sealed ducts must be certified in this house. WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details [DDRESS: 846 NE. 97 STREET, MIAMI SHORES, FL, BASE WATER HEATING Number of X Multiplier = Total Bedrooms 2369.00 2369.0 AS -BUILT Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 50.0 0.86 1 1.00 2424.09 1.00 2424.1 As -Bullt Total: 2424.1 EnergyGaugeTM DCA Form 600A -2001 PASS PERMIT #: CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 6052 284 2369 8705 4599 865 2424 7888 FORM 600A -2001 Tested sealed ducts must be certified in this house. WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details [DDRESS: 846 NE. 97 STREET, MIAMI SHORES, FL, BASE WATER HEATING Number of X Multiplier = Total Bedrooms 2369.00 2369.0 AS -BUILT Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 50.0 0.86 1 1.00 2424.09 1.00 2424.1 As -Bullt Total: 2424.1 EnergyGaugeTM DCA Form 600A -2001 PASS PERMIT #: COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (qas) must be provided. External or built-in heat trap required. ✓ Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. I Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. ✓ Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. 1 Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R-3 both sides. Common ceiling & floors R -11. 1 / COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. V Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. / v Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. ✓ Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. ti FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 846 NE. 97 STREET, MIAMI SHORES, FL, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST esidences EnergyGauge DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB ■3.21 Tested sealed ducts must be certified in this house. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1. New construction or existing 2. • Single family or multi - family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft=) ESTIMATED ENERGY PERFORMANCE SCORE* = 85.3 The higher the score, the more efficient the home. MRS.SILVA STANFORTH, 846 NE. 97 STREET, MIAMI SHORES, FL, Addition Single family 1 __ l _ No _ 510 ft 7. Glass area & type _ a. Clear - single pane 85.0 ft' _ b. Clear - double pane 0.0 ft c. Tint/other SHGC - single pane 0.0 ft :_ d. Tint/other SHGC - double pane 0.0 ft= 8. Floor types ._ a. Slab -On -Grade Edge Insulation R =0.0, 74.0(p) ft __ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R =4.2, 619.0 ft b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R =19.0, 510.0 ft _ b. N/A c. N/A 11. Ducts(Leak Free) - a. Sup: Unc. Ret: Unc. AK Interior Sup. R =6.0, 60.0 ft _ b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, RB -Attic radiant barrier, MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 18.1 kBtu/hr SEER: 12.40 Cap: 17.0 kBtu/hr 'COP: 1.00 *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergySta/" designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at wwwfsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCPB v3.21) Cap: 50.0 gallons _ EF: 0.86 Miami Shores Village Building Department 3-3- 0`1 2124A 44\)\kaut • 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:'(3O5) 7952204 Fax: (305) 756.8972 Permit No. -. Job Name BUILDING CRITIQUE SHEET 1-‘)414 8.7/37 STATE OF FLORIDA, k COUNTY OF DADE. ss. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement or me plans and specifications herewith submitted for the build • mg 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 Villa4c 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..._...._... 2 tl _P 1' _.__........ , ia.._._ Owner's Name and Address d : l g? e.6 k QdQ.ii m.O Lt, _. No.. t .. Sts , e • 51 ' 1. —. Registered Architect and /or Engineer ,,.,. ,,.•••... .... Name and address of licensed contrictor6' b�.SJ_.I1�.k�breIe Z.�.+�?Q O. .. 22-Qi�.. Oil 31161(O Location and legal description of lot to be buq on: d� e Lot /0 Block ' `` Subdivision M' i»n'i ®� ..s2 , ij .. ' 201 f5 12 e Street and Number where work is to be done. ..5. (Q... a , E • qii ST S work to be done and purpose of building (by floors)F .rP In .. $4 � : ®!-L- �� ktr4.M .. r.... i}o,La1tGY)t► 4.. ptnl. labi21e1 6 �-.W.f.J. i'7t: 6 72 - A t 1 8?& -. • __ and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimate Total cost of improvements $ /ca 0 '7 0 0 Amount of Permit 3,. & • 0 0 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, anti 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 arc required by the Act. The undersigned agrees to employ only such 1 bcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 3 rZS '2 Y1 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 Z/5 Q Disapproved (Signed) Date f Notary Public, State of Florida My Commission Exp fNOTARY PUBLIC STATE OF FLORID- re Y "CONfl rs .. np1TES'7UL , 2 1987 PLANNING BOARD DATE NDED THRU GENERAL lNSURANcE UND 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 hecn obtained from the I'Linnir.g Board. A rein.pection fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. Building Inspector 9- Read, Sworn to and Subscribed before me. \ � • r Ta w 10' t9 f a te / ?' f / 76 2,G7 \491,5 /73 / 36 - 0.1L , e_.: 3, (--04-'(