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BP-05-383
Miami Shores Village 10050 Nr 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2005 -383 Printed: 5/17/2005 Applicant: CHRYSANTHNE BAMMAN Owner: BAMMAN CHRYSANTHNE JOB ADDRESS: 672 NE 98 ST Contractor URIBE CONSTRUCTION Local Phone: 305/898 -1889 Parcel # 1132060171780 Signed: (INSPECTOR) Building Permit Contractor's Address: 1800 NW S. RIVER DRIVE Page 1 of 2 Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOTS 1 TO 4 INC & E1/2 LOT 5 Fees: Description Amount FEE2005 -4393 Structural Fee $50.00 FEE2005 -5472 Structural Fee $50.00 FEE2005 -6283 Building Double Fine Fee $1,200.00 FEE2005 -6284 CCF $24.00 FEE2005 -6285 CO /CC $50.00 FEE2005 -6286 Notary Fee $5.00 FEE2005 -6287 Training and Education Fee $8.00 FEE2005 -6288 Scanning Fee $18.00 FEE2005-6289 Submittal Fee ($250.00) FEE2005-6290 Technology Fee $30.00 Total Fees: $1,185.00 Total Fee.411,185.00 Total Receipts: $0.00 arA Permit Status: APPROVED Permit Expiration: 9/13/2005 Construction Value: 040,000.00 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: LAUNDRY ROOM AND RE -DO EXISTING (3) BATHROOMS REVISION TRUSSES 6/2/2006 jAN 11 /001 Passed (7 D Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid until Inspection Date: 01/09/2007 Inspector: Grande, Claudio Owner: PERATICOS, VICKY Job Address: 672 98 Street NE Miami Shores Village, FL 33138 -2304 Project: <NONE> Contractor: Building Department Comments Friday, January 5, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Final Building Work Classification: Addition Phone Number (305)439 -0062 Parcel Number 1132060171780 Lot: Phone: 305/898 -1889 Page 1 of 1 UPDATE PANEL, NEW LIGHTS, REPLACE BATHROOM FIXTURES AND NEW CIRCUITS TO PANEL AS PER PLANS. MASTER PERMIT BP2005 -383 JAN 0 9 X001 Passed Inspector Comments AIL. / ice- Be a,1 �t2 'al `9 I/ `e ®` r ® c791-3' E' t9 P P'°5' /1, 7 -1 /1"1 - - Pte' d®od -u/," le it ®/ " " '" c°71--C e°‘ €7; ew Ye/4 0 �' Failed n Correction Needed Re- Inspection Fee ($75' No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 01/08/2007 Inspector: Devaney, Michael Owner: PERATICOS, VICKY Job Address: 672 98 Street NE Project: <NONE> Contractor: LEWD! ELECTRIC Building Department Comments Friday, January 5, 2007 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 05 Phone: (305)795 -2204 Fax: (305)756 -8972 Block: - 383 Permit Type: Imported Permit Inspection Type: Final Work Classification: Alteration Phone Number (305)439 -0062 Parcel Number 1132060171780 Lot: Phone: 954/782 -0006 Page 1 of 1 LAUNDRY ROOM AND RE -DO EXISTING (3) BATHROOMS REVISION TRUSSES 6/2/2006 JAN 11 20131 Passed Inspector Comments Uplift report, OK see attached. No roofing permit was required as per CG. Contractor was allowed to do the small roof. 1/9/07 CG. • J Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 01/05/2007 Inspector: Grande, Claudio Owner: PERATICOS, VICKY Job Address: 672 98 Street NE Miami Shores Village, FL 33138 -2304 Project: <NONE> Contractor: EA LANDERS G.0 INC Building Department Comments Tuesday, January 9, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Up Lift Report Work Classification: Addition Phone Number (305)439 -0062 Parcel Number 1132060171780 Lot: Phone: 305 - 823 -3938 Page 1 of 1 Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1� 6 � 26 51 78 2 27 _ 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 - 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 50 75 100 SITE SPECIFIC INFORMATION e.® 5, \J Job Address N- (4M4 4 Roofing Contractor: Goti LAO 25. 60 6-) s rtu Type of Tile: F- l `AC i3 ', , Approximate Roof Height: 11- feet Type of Access to Roof: Sca folds Approximate Square Footage of Roof 0 0 Required Testing Force: 35 lbs. Date Tested' ' 2- 2e( Owner's Name: IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT DUALITY CONTROL TT T. THIS REP ART S BY Project No 8627 Engineering & Testing Lab., Inc. ig JAN o 5 2001 r 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 U.S. SOUTH TEST RESULTS P = PASS, F = FAIL Ladder ft Testing Equipment: Chatillion 100 ,/ iii/v4 State of FL Certificate Authorization # 4100 Lab Certification # 98 0608.04 P. Permit # 2 e©5 -3 $ 5 Other rt co/LA e 15T-&-p fit}, Date Installed: - F' Roof Pitch: Sketch of Roof Note: . C'6 711;0 L-h t-1D S C L 9 - no 4 'F�C�S c Vt"y Job 1Q act, - 17 e -1T 9 � SheetNuxnber ti of v Contractor Checked By Scale 1111ii111111i1111111111111111i11i111111i111111iiii11 ■11ii11i1111111111111111111111111ii1111111111i »1111 immummumumummuninimummommorma ■ 1111111111111111111111111111 ■ 111111111111111111111111111111 11111111111111111111111111111111i11111111INI11111111i111111 ■ 11i11111111111111t1111111111i11i11111111111i11i11'1111 ■iir111111�11it'�i11s 1111111 f1111i11111111i111111 11111111111111111111 11111 IIININN Et1111111111i111111 1111111111---- .---- �����l11i11111111111111■ 1111111111111111111111 IM /1111 Nii11111111111111i111111111111 11ii1111111 11111imii a' ■FA1i111111i11111111111111s11i 11i1111111111irii i1111i ■f1111i111111i111111ii1111i immminnommurimismiiimumumummo ■111111111111111111![ l' OMMI 11ii1111i111111i111111 1111111111 1ii!11111 I11i11II11111111111111111111111111111111 i111111i1111i111111111 1% ■i11i11'1111i11i11i11i11111111 11i111111II111111/ 'i 111RM11Mii EMII »1111.11111111 1111111i1111=11111111i1111i1111r111111111111111 »1111 1111i11111111i1111111111111111i1111111111i11ii111111i i111111111111111111111111111111i1111111111111 1111111111111111 miummummumnimmiumniammmumia iiii11i11»1111111111i1111i1111111111111111111111i 111111111111111111115'11111111i111111t11111111s111111is 111111111111i111111111i1111111111i1111111111111111111111 111111111111111111i11111111111111111111n1111111111111111■ iii11i1111l111111i11iii11i1111i1111si11111111 INSTALL 2 TON AIR CONDITIONING UNIT AND3 DROPS IN EXISTING COTTAGE, ROOM l l V Passed Inspector Comments b fr112a 40, 0\c QZ:1/4" 4 1 17/- - 4 i atuit4A q I) Failed ri�LI Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until < < Inspection Date: 01/08/2007 Inspector: Grande, Claudio Owner: PERATICOS, VICKY Job Address: 672 98 Street NE Miami Shores Village, FL Project: <NONE> Building Department Comments Friday, January 5, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JAN 1 1 2007 Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Contractor: PROFICIENT AIR CONDITIONING & REFRIGERATION, INC Phone Number (305)439 -0062 Parcel Number 1132060171780 Lot: Phone: (954)748 -2653 Page 1 of 1 Inspection Date: 08/28/2006 Inspector: Grande, Claudio Project: <NONE> Friday, August 25, 2006 Contractor: URIBE CONSTRUCTION Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: PERATICOS, VICKY AUG 2 9 RECD Job Address: 672 98 Street NE Miami Shores Village, FL 33138 -2304 Block: Permit Type: Imported Permit Inspection Type: Framing Work Classification: Addition Phone Number (305)439 -0062 Parcel Number 1132060171780 Lot: Phone: 305/898 -1889 Page 1 of 2 Passed ` I� ,/ Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 08/28/2006 Inspector: Grande, Claudio Project: <NONE> Friday, August 25, 2006 Contractor: URIBE CONSTRUCTION Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: PERATICOS, VICKY AUG 2 9 RECD Job Address: 672 98 Street NE Miami Shores Village, FL 33138 -2304 Block: Permit Type: Imported Permit Inspection Type: Framing Work Classification: Addition Phone Number (305)439 -0062 Parcel Number 1132060171780 Lot: Phone: 305/898 -1889 Page 1 of 2 ::::........ Inspection Date: 08/28/2006 Inspector: Grande, Claudio Owner: PERATICOS, VICKY Job Address: 672 98 Street NE Project: <NONE> Miami Shores Village, FL 33138 -2304 Contractor: URIBE CONSTRUCTION Building Department Comments Friday, August 25, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 AUG 2 9 RECD Block: Permit Type: Imported Permit Inspection Type: Roof Sheathing Work Classification: Addition Phone Number (305)439 -0062 Parcel Number 1132060171780 Lot: Phone: 305/898 -1889 Page 1 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until ::::........ Inspection Date: 08/28/2006 Inspector: Grande, Claudio Owner: PERATICOS, VICKY Job Address: 672 98 Street NE Project: <NONE> Miami Shores Village, FL 33138 -2304 Contractor: URIBE CONSTRUCTION Building Department Comments Friday, August 25, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 AUG 2 9 RECD Block: Permit Type: Imported Permit Inspection Type: Roof Sheathing Work Classification: Addition Phone Number (305)439 -0062 Parcel Number 1132060171780 Lot: Phone: 305/898 -1889 Page 1 of 2 Pem t unto Inspection Date: 09/05/2006 Inspector: Grande, Claudio Owner: PERATICOS, VICKY Job Address: 672 98 Street NE Miami Shores Village, FL 33138 -2304 Project: <NONE> Contractor: URIBE CONSTRUCTION Building Department Comments Friday, September 1, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 0 6 RECD Block: Permit Type: Imported Permit Inspection Type: Tin Cap Work Classification: Addition Phone Number (305)439 -0062 Parcel Number 1132060171780 Lot: Phone: 305/898 -1889 Page 2 of 2 Infraction Passed Comments TIN CAP SPACEING True Passed Oe 0 ( * P Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Pem t unto Inspection Date: 09/05/2006 Inspector: Grande, Claudio Owner: PERATICOS, VICKY Job Address: 672 98 Street NE Miami Shores Village, FL 33138 -2304 Project: <NONE> Contractor: URIBE CONSTRUCTION Building Department Comments Friday, September 1, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 0 6 RECD Block: Permit Type: Imported Permit Inspection Type: Tin Cap Work Classification: Addition Phone Number (305)439 -0062 Parcel Number 1132060171780 Lot: Phone: 305/898 -1889 Page 2 of 2 Inspection Date: 09/05/2006 Inspector: Grande, Claudio Owner: PERATICOS, VICKY Job Address: 672 98 Street NE Project: <NONE> Miami Shores Village, FL 33138 -2304 Contractor: URIBE CONSTRUCTION Building Department Comments Friday, September 1, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 0 6 RECD Block: Permit Type: Imported Permit Inspection Type: Insulation Work Classification: Addition Phone Number (305)439 -0062 Parcel Number 1132060171780 Lot: Phone: 305/898 -1889 Page 1 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 09/05/2006 Inspector: Grande, Claudio Owner: PERATICOS, VICKY Job Address: 672 98 Street NE Project: <NONE> Miami Shores Village, FL 33138 -2304 Contractor: URIBE CONSTRUCTION Building Department Comments Friday, September 1, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 0 6 RECD Block: Permit Type: Imported Permit Inspection Type: Insulation Work Classification: Addition Phone Number (305)439 -0062 Parcel Number 1132060171780 Lot: Phone: 305/898 -1889 Page 1 of 2 Bill To VICKY PERATICOS 672 NE 98 ST MIAMI, FL 33138 -2472 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date 06/29/2006 06/29/2006 Thursday, June 29, 2006 Fee Name MiscellaneousTru,s5e5 Scaning Fee Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: imp -6 -06 -25422 Invoice Date: June 29, 2006 Permit Number: BP2005 -383 Fee Type Calculated Calculated Fee Amount $35.00 $6.00 Total Fees Due: $41.00 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle) Owner's Name (Fee Simple it � eh / Phone # Owner's Address City 1,41,1 -4L 1 Tenant/Lessee Name 7 Value of Work For this Permit $ State re- Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO l 1 6C .(g )- szs _ 4 Contractor's Company Name 1- - -� // .'. .2 / 4 f r (l �%,r 'hone #_ o 3T a 7 3 8 Contractor's Address W (Ji � tl r 0 City 'r' S to Zip Qualifier Name �� ,,Q G S Phone # � / 7 5 State Certificate or Registration No. 66 C O y 3„7"4-] Certificate of Competency No. Architect/Engineer's Name (if applicable) �� k A iLt f le aPhone # 2 5 �a p 30 � - Square / Linear Footage Of Work: ( ? Q `, Type of Work: 14Addition ❑ Alteratio DNew C ❑ Repair/Replace 0 Demolition Describe Work: '7t Q ` - \ !� tr-� -i t. Gc z c_e Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores Florida 33138 Tel: ( D W I. .8972 2 2Lth B Y: Permit No. ster Permit No. luta c c Electrical PI mbing Mechanical Roofmg Zip �� �V Phone # County Miami -Dade Zip ************ ** * * * * * * *** ** *** * * * * ** * **** *F , ************ * * * * * * * * ** * *** * * *** * * * ** * **** ** Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ , . (3C) Radon $ DPBR $ Zoning Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 4 1 - OC See Reyerse side -- Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, _CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: Sign: Print My Commission Expires: e Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/23/2005 Plumbing Permit Permit Number: PL2005 -132 Applicant: CHRYSANTHNE BAMMAN Owner: BAMMAN CHRYSANTHNE JOB ADDRESS: 672 NE 98 ST Page 1 of 1 Contractor A ALL PORPOISE SERVICES INC Contractor's Address: 900 E ATLANTIC BLVD #12 - 178 Local Phone: 954 - 316 -5007 Parcel # 1132060171780 Fees: Description Amount FEE2005 -6434 Building Fee $360.00 FEE2005 - 6435 CCF $6.00 FEE2005 -6436 Training and Education Fee $2.00 FEE2005 -6437 Scanning Fee $3.00 FEE2005 -6438 Technology Fee $9.00 FEE2005 -6439 Submittal Fee ($50.00) Total Fees: $330.00 Total Fees: $330.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/22/2005 Construction Value: $10,000.00 Work: RENOVATION OF 3 EXISTING BATHROOMS AND RELOCATE WATER HEATER Signed: Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOTS 1 TO 4 INC & E1/2 LOT 5 (INSPECTOR) JUN 3 0 PAID 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: PERMIT #: I, K Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: ts( Acknowledged by: PERMIT CLEARK INITIAL: Miami Shores Village Building Department PERMIT CLEARK INITIAL: [k(J . 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. RECEIPT DATE: ( Z/ RESUBMITTED DATE: 1 5 / CI° BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. v Z Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 1¢ ( C1( P ' ' 7&.'S Phone # Owner's Address (0 ` l /U l; 9 err City an/141 5 4- cth' 4 - State Zip ?33 13 e) Tenant/Lessee Name Phone # Job Address (where the work is being done) Z N 9 .5' 5Tr City Miami Shores Village County . Miami -Dade Zip 3 13 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name E. 4. L• OEri .G e , .r4vc > Phone # 30 5 — rz 3 -3738 Contractor's Address `] PS--0 3 LAJ ( 44 0 - m sq.,. 430 9 flti City (/ 1 L C.Q S State PL.-, Zip 3 70 Ica Qualifier Name eOliti 4100 4 , 1 djllrveu Phone # 3C9 3— 299 - 7S43 State Certificate or Registration No. CG C 04-3 Z 1 1 Certificate of Competency No. Architect/Engineer's Name (if applicable) M cAmtri EL A.- Phone # "3b .$ el • Z) '3 7 Value of Work For this Permit $ Type of Work: ❑Addition Describe Work; DAlteration Square / Linear Footage Of Work: < Structural Review. $ ❑ Repair/Replace ❑ Demolition Submittal Fee $ Permit Fee $ 15 CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ 15. 0 ) See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspec n which occurs seven (7) days after the building permit is issued. In the absence of such pos /c1 notice, the inspection wi not approved end a reinspection fee will be charged. Signature Sign: Print: __/bN uCte My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Signature MONICA LINEN DIAZ _ ,;, •- MY COMMISSION # DD 483995 r EXPIRES: October 20, 2009 S • urdeiwrrtera Owner or Agent Contractor The foregoing instrument was acknowledged before me this (0 The foregoing instrument was acknowledged before me this ID day of , 2006 , by \JOEY (A'7 rr fl ( 0 S , day of l t 20 d , by (citiaiJ , wh is personally known to me or who has produced g v1rvet'S U( who is personally known to me or who has produced /7 Prw vr5 L rr . p6 6316 F®As identification and who did take an oath. L.SIG ZZl 4Z4 as identification and who did take an oath. NOTARY PUBLIC: _ _ NOTARY PUBLI : 4 MONICA 4MY COMMISSION # DD 416 ; EXPIRES Clobber 20, 2009 . ,,.;.;. pulia mars My Commission Ex Plans Examiner Engineer Zoning Signature NOTARY PUBL Sign: Print: My Commission Expires: Rev. 09/19/03) iviiami v iii igc i' pa1 L1111./11L Owner's Name (Fee Simple Titleholder) U C1[.( Phone # Owner's Address tit 2- P\ c tS City . ghort_S State 1 L - Zip Tenant/Lessee Name Phone # Job Address (of where the work is being done) 642._ City MccivAt c P 1 10-rue s County I L zip 33 i Legal Description Contractor's Company Name 04- \O-2 Cc_. Ctr■g7 2 t7 C 7 t .v Phone # 305 g CS , Contractor's Address 1 SOO City V kkAi \ State Zip s 1 2 S Qualifier '2,.;1 .1 V �\ '- Describe Work: . -Nl ce rl.cu - ?424 e Q sw _i 1 +' 'lam /K.; ntSbw I hereby certify that the work has been fi<oviA as Cie, AC1 i,Q t11 k4 ®w» r ravla o� - A -� i hold the Building Official and the Village of Miami Shores harmless from all legal involvement. CU Owner or Agent I The foregoing instrument was acknowledged before me this The for mg instrument was acknowledged before me 1 �j this day of who is personally known to me or who has produced fZ rilQ /'S Lt' who is pe ona1 y known to me or who has produced P6,Z 0b 31D As identificatiofi•'and who did take an oath. , 20 , by » 7 ? uaiTio Change of Contractor �� Permit No. CAS' �. .C> day of NOTARY ssion exp Contractor . 2 (J?.5 as identification and who did take an oath. • Mabel Vargas 5= Commission #DD23I9 8,; * *,t * * *** ** * * * * * * *r * * ** * * * * * *, rat * * * * ** * * ** * *, tit * * * * *** ** ** * ** *** * * * * * * ** *** * ** tit *** 4v** p $ x�F *� i o :J egu aitc, ** ,o „ a ti antic Bonding Co., Inc Thursday, May 11, 2006 Date 05/11/2006 Permit Receipt l Permit Number: BP2005 -383 Invoice Number: imp -5-06 -24788 Applicant: VICKY PERATICOS Company Name: Payment Type CheckNum Cash Amount $75.00 Total Payment: $75.00 Page 1 of 1 305 - 785 -7394 CJ >r--0A o , � Passed 1 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 03/28/2006 Inspector: Grande, Claudio Owner: PERATICOS, VICKY Job Address: 672 98 Street NE Project: <NONE> Miami Shores Village, FL 33138 -2304 Contractor: URIBE CONSTRUCTION Building Department Comments Monday, March 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone 0305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Tie Beam Work Classification: Addition Phone Number (305)439 -0062 Parcel Number 1132060171780 Lot: Phone: 305/898 -1889 Page 1 of 2 Inspection Date: 03/16/2006 Inspector: Grande, Claudio Owner: PERATICOS, VICKY Job Address: 672 98 Street NE Project: <NONE> Miami Shores Village, FL 33138 -2304 Contractor: URIBE CONSTRUCTION Building Department Comments Wednesday, March 15, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Foundation Work Classification: Addition Phone Number (305)439 -0062 Parcel Number 1132060171780 Lot: Phone: 305/898 -1889 Page 2 of 2 Passed v c Inspector Comments VA-6 r o , Lci„.0 , 1, 4 ,,,,,, A D v Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 03/16/2006 Inspector: Grande, Claudio Owner: PERATICOS, VICKY Job Address: 672 98 Street NE Project: <NONE> Miami Shores Village, FL 33138 -2304 Contractor: URIBE CONSTRUCTION Building Department Comments Wednesday, March 15, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Foundation Work Classification: Addition Phone Number (305)439 -0062 Parcel Number 1132060171780 Lot: Phone: 305/898 -1889 Page 2 of 2 Customer Vla .2 9 Addres A,) , City/ / State ' (--• Zip 3 3 S' Phone 439 6e) 6 a Contract # Termin)kAddress Ci4 Telephon4'o — 54 ") 5n State ' -7- Zip TERMINI WDO Application Record Co Date of Application -3 / 4 1 1 / g Time In I — Applicator(s)/Certif. # 1 O& Time Out Supervisor/Certif. # CI Original Treatment 0 Retreatment C.1 Complete Treatment / 0 Limited/Treatment L ‹,- ( re c 4 J1 0 Pretreatment *Wind Speed *MPH from the (direction) Target Pest Subterranean Termites 0 Drywood Termites 0 Old House Borers 0 Powderpost Beetles 0 Wood Decay Fungi 0 Product Applied CI Advance Termite Bait O Bora-Care (SL) Cy-Kick (A) O Phantom (SC) 0 Prelude (EC) 0 Premise 75 (SP) 0 Premise 0.5 SC (SC) 0 Premise Gel (B) 0 Recruit II (B) 0 Recruit II AG (B) 0 Recruit III (B) Oftecruit III AG (B) l Termidor SC (SC) Termidor 80 (VVG) Tim-I3or ▪ T-Max AG Bait T-Max Termite Bait Chemical Diflubenzuron Disodiumoctaborate Cyfluthrin Chlorfenapyr Permethrin lmidacloprid Imidacloprid Imidacloprid Hexaflumuron Hexaflumuron Noviflumuron Noviflumuron Fipronil Fipronil Disodiumoctaborate Noviflumuron Noviflumuron Manufacturer Whitmire Micro-Gen Nisus Whitmire MicroGen BASF Syngenta Bayer Bayer Bayer Dow AgroSciences Dow AgroSciences Dow AgroSciences Dow AgroSciences BASF BASF Nisus Dow AgroSciences Dow AgroSciences EPA# 499-488 64405-1 499-470 241-392 100-997 3125-455 3125-497 3125-544 62719-272 62719-270 62719-453 62719-454 7969-210 7969-209 64405-8 62719-454-81370 62719-453-81370 % Applied Amount 00.25% ea 09% 013% gal 016% 0 23% 0 0.1% 0 0.125%0 0.25% 00.5% 0 1% 0 2% 00.05% 00.1% 0 0.05% 0 0.1% 0 0.001% O 0.5% 0 0.5% 0 0.5% 10 0.06% 0 0.125% /6 0 0.06% 0 0.125% 0 10% 015% 0 0.5% 0 0.5% OZ gal gal gal gal grams ea ea ea ea gal gal gal ea ea Formulation A=Aerosol B=Bait D=Dust EC=Emulsifiable Conc. SC=Suspendable Conc. SL=Soluble Liquid SP=Soluble Powder WG=Water Dispersible Granules WP=Wettable Powder *Application Rate 04 gaV10 linear feet/ft gaV10 linear feet 1 gaV10 square ft 01.5 gaV10 square ft 0 Applied at less than label rate 0 Monitoring Stations only (no bait) U ) Gas Engine CI *25 PSI or less at nozzle CI *Hand Duster tl*Electric motor 0 *50 PSI or less at nozzle CI *Aerosol Injection O "Diaphram Pump 0 *PSI at pump 'Compressed Air Sprayer 0 *Piston Pump 0 *Roller Pump 0 *In-Une Injection System 0 *PSI at pump 0 Areas Treated: o See Below 0 See Contract Graph • I MI • • • • • NENE • • • 11111111M • • • III EINEM • • • • • • • • • • • ...MEM...M. ME= • MEIN= • • I • • • MINIUM III ••• MINN. • • MERMEN • • NM NM III EMMEN EMIR MEM • MEM MIMI IN 111•111= • • • •• MERIN= • MN •• II •=1 • 111= • • • • • • =MEM • MIME • NM 111•1111=1111111•M MEE Mill IM• MEM • Ili • • • III III III • ••• 11•1111 4/rari;€1 eftr Control Services have been performed on my property td ray wtipfaction. _ Customer / Termite Tech Manager Bookkeeper Bookkeeper key #31117 Rex. 1/05 R/P 6/05 02005 The Termlnix International Company LR 0 See Attached Graph Description of Areas Treated iC F (C) - 7: 1 0 1 ' 4 kr ( Activity /VD Comments C" 4•••• , T.„ ij` 9 44' ' 7 ? _ r (VT * Complete where applicable. Issue Date: 2/22/2006 Owner's Name: VICKY PERATICOS Permit Type: Imported Permit Work Classification: Alteration Job Address: 672 98 Street NE Additional Information Expires: 08/31/2006 Miami Shores Village, FL 33138 -2304 Contractor(s) URIBE CONSTRUCTION Phone 305/898 -1889 Primary Contractor Yes Comments: NEW WINDOWS AND DOORS, RE -DO EXISTING (3) BATHROOMS REVISION Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Perm Type: Building Alpha Four: 40000 Alpha Six: SINGLE FAM Pay Amount: 1185 Bond Retum : Alpha Two: WINDOWS, DOORS AND BATHRO( Alpha Five: RESIDENTIAL Pay Date: 5/18/2005 Pay Comments: PD CK 2174 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2005 -383 Phone: (305)439 -0062 1132060171780 Lot PB: Total Square Feet 0 Total Valuation: $ 40,000.00 Required Inspections Doors NEW CONSTRUCTION WINDOWS WINDOWS Fees Due Revision Fee Scanning Fee Structural Fee Total: Amount $75.00 $60.00 $50.00 $185.00 Invoice Number imp -2 -06 -23910 Total: MAR 0 7 PAID c_- [ Gal . Amt Due $185.00 Amt Paid (.ES 0 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. l BUILDING PERMIT APPLICATION FBC 2001 Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 E N.. ED 2035 I v orre 41 1 Permit Type (circle): Building � r� Elle ric c al \ Plumbing Mechanical Roofing . Owner's Name (Fee Simple Titleholder) J W-C' ' CA) CA) a, Phone # Owner's Address + GI-a_ & q City Uul,L6wL 73k State Zip 3313g" Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name /1 " 4/1 POI Poi / s 52vi r ho e # � S Contractor's Address f fib /9-1 /C,Ji( /3/ 4/ ) t / 2 / 7 City Pcii_ 4r t 6 State Zip 3 3 040 Qualifier 0 t 4,. 0 W 1(, b C / y Z. ter State Certificate or Registration No. Certificate of Competency No. Type of Work: ['Addition ['Alteration []New 0 Repair/Replace 0 Demolition D e�-ibe Work: o Cs 3 xi s rt ( • ' r 1 - e...Enc=4.4 , ** * **** * ** ** *,t, * ** *4 *****Fees sTt ** *4 7 ** * * * * *,t*** * *** * * * ** Submittal Fee $ Permit Fee $ �' ;; GCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Permit No. aster Permit No. - c Phone # Square Footage Of Work: / 5-002 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property Ls subject to attachment. Also, a certed copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature / C� Owner or Agent The foregoing instrument was acknowledged before me this fe The foregoing instrument was acknowledged before me this 2 40 day of P - , 20 ®rby 8e.47 efehizer...,_, day of .SE#z- , 20 eArb ---kerro/ /Owe , w is rsonally known a or who has produced who is personally known to me or who has produced eaaaelAt ea As identification and who did ao tad 4.- 0 s i�ie�zdtication and who did take an oath. � ' � No T 4 * ARY PUBLI„� t h` �1 q -u m m /r es Y e Sign: Li �n1�� "� © i( /I . e006 1 : ° X8 4 0 8 Prm Afire l ii�rl1 My Commission Expires: 4_/ fr., , ° G ° �o ►1 * * * * * * **ic****** *** sir **** *ie4*,t*r*** * * ** **i *** -i0 .....m m9r ** * * *** ** **40, h.** ° it *** *#�f dr9ri *** *** * * *** teesaMI"- sill ;; ®111',1"‘j r�k +k�1e @ e ®® NOTARY PUBLIC: Sign: Print ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 7 ' .?/ 65 Plans Examiner Engineer Zoning * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** * * * * * * * * * * * * * * * * * * * ** Issue Date: 2/22/2006 Owner's Name: VICKY PERATICOS Permit Type: Imported Permit Work Classification: Alteration Job Address: 672 98 Street NE Additional Information Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 08/31/2006 Contractor(s) Phone A ALL PORPOISE SERVICES INC 954 - 5007 Yes Primary Contractor Comments: RENOVATION OF 3 EXISTING BATHROOMS AND RELOCATE WATER HEATER Perm Type: Plumbing Alpha Four: Alpha Six: Pay Amount: 330 Bond Retum : Alpha Two: Alpha Five: Residential Pay Date: 6/30/2005 Pay Comments: PD BY CK # 2212 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: PL2005 -132 Phone: (305)439 -0062 1132060171780 Lot: PB: Total Square Feet 0 Total Valuation: $ 10,000.00 Required Inspections Plumbing Plumbing Fees Due Revision Fee Scanning Fee Total: Amount $35.00 $3.00 $38.00 Invoice Number imp - 2 - 06 - 23909 Total: MAR 07PAID Amt Due $38.00 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Plumbin t� 1111 I ei cif _i D —1 05 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Owner's Name (F O wner's Address City Tenant/Lessee Name imple Titleholder) Job Address (where the work is being done) CI Z �e 9A4 City Miami Shores Villa e County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name - p°ma.56 $ �c Phone # 6 46 a/49- 5 Contractor's Address q,417 6.5 j-# y City Alp WA.A2 /30/4=1.1- State p Qualifier I J 0 uJi . � $ Value of Work For this P Type of Work: ❑Addition Describe Work: a e.„ Total Fee Now Due $ Notary $ Training/Education Fee $ Scanning $ Radon $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.294 Fax: (305) 756.8972 Zip Permit No ter Permit No. Phone # Zip 33 o6-0 State Certificate or Registration No. /d 1/4.4„) &z.e 6 r Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Iteration ['New Square Footage Of Work: ❑ Repair/Replace D molition ti * * * *, * *, * * * **** * * * *, * * ** * * *, F* ®, * * ** * ** * * ** * ** ** *, *** ** Submittal Fee $ 512 Permit Fee $ 4 3 66 > CCF $ Technology Fee $ Bond $ Code Enforcement $ Structural Plan Review. $ Zoning CO /CC Roofing Bonding Company's Name (if applicable) Bonding Company's Address * ,� City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be i • .roved and a reinspection fee will be charged. Signature My Commission Expires: * * * * * * * * * * * * * * ** * * * * * * * * * * * * * ** APPLICATION APPROVED BY: ohc 05/13/03 Owner or Agent The fore oing instrument was ac owl ed before m this fig day of (J , 20 by who is personally known to me or who has produced As identification and who did take an oath. . *iwt vPar * * *'Ii1 i. .7 lad ! MY COMMISSION # DD 095003 . ;: � EXPIRES: p February � 2 j 5,2006 I Age:* fk ** , II dt**** **Wra Contractor The foregoing instrument was acknowledged before me this day of is , 20G, by a} A (dtc.ne' wh s personally know a or who has produced as identification and ' 4 4,take an oath. °®x`614. 19,0, Wi my Print: y iy 5 Comm. plres 2 ril }, 20c1� N0.0„084529 My Commission Expires: S.:,Nj; AU BLIG ® 9 - 2dy‘ * ********** * * * * * * * **,r * * * ** ** ** * * * ** * *0f * * * *** ** NOTARY PUBLIC: Sign: r4S ** ******************* . ' * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** a L , 1 _ Plans Examiner Engineer Zoning (AR402 OBTA )fl 1 OWNER'S PLUMBING ADDENDUM TO BUILDING PERMIT APPLICATION ILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. TARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) ELECTRICAL MECHANICAL UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE ITEM BATH TUB BIDET ! 1 LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEhPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/) TER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY `� OVEN ABOVE (ROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER A--' MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT/3 COMP. MOTORS OVER 3- 5 If MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8.- 10 NP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25 -100 FP COOLING TOWERS WATER CLOSET MOTORS OVER 100 FP VIOLATION INDIRECT WASTES- A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT 1 STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS 'HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER J( a Zi I GENERATORS TRANSFORMERS 1 LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMAING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TIDES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TOK ANTENNA RELAY 1 TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP 8 ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN ' DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE ,' I ! METER SET (GAS) GAS PIPING (AR402 OBTA )fl 1 OWNER'S PLUMBING ADDENDUM TO BUILDING PERMIT APPLICATION ILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. TARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) ELECTRICAL MECHANICAL UPDATE PANEL, NEW LIGHTS, REPLACE BATHROOM FIXTURES AND NEW CIRCUITS TO PANEL AS PER PLANS. MASTER PERMIT BP2005 -383 MAY 2 1 2007 Passed nspector Comments tg / , / 6 - Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 05/17/2007 Inspector: Devaney, Michael Owner: PERATICOS, VICKY Job Address: 672 98 Street NE Project: <NONE> Miami Shores Village, FL Contractor: LEWD! ELECTRIC Building Department Comments Thursday, May 17, 2007 Inspection Worksheet Miami Shores Village ep 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 et, Block: 58:3 Permit Type: Imported Permit Inspection Type: Final Work Classification: Alteration Phone Number (305)439 -0062 Parcel Number 1132060171780 Lot: Phone: 954/782 -0006 Page 2 of 2 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleho er Owner's Address \( C City 1 •5 State Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name �� � Z r t - -t 2 C Contractor's Address Cit 0 0 4 -e - State F . Zip 3 7 ® 6 Qualifier C...-1.4.04 C.,f .5/ State Certificate or Registration No. c- / 3 ®® f-Tcre Certi Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: DAddition ['Alteration ['New ❑ Repair/Replace El Demolition Describe Work: ' J P�'i- ta Submittal Fee $ Permit Fee $ 2 Notary $ Training/Education Fee $ Scanning $ Radon $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) 2_ re 5-c. 6 A- s/ * * * * * * * * * * * * * * ** Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 County Miami -Dade NO Phone # g 6 q2 Zip ( 3 F S`6/ *******Fees Zoning Plumbing Mechanical * ) 756.8972 Permit No.--€ 13 1 Master Permit NU. j? b S 3 s • Phone # Phone # Square Footage Of Work: Zip 9 77 457 , / ********** - CCF $ CO/CC Roofing G�J Technology Fee $ Bond $ Structural Plan Review. $ y 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 AliFJDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant 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 certed copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature 7 Owner or Agent The foregoin instrument was acknow edged before me this 20 day of fie' ,20d -by o - who is ,all kno to me or who has produced chc 05/13/03 NOTARY Sign: Print: /4.4077 ,ily My Commission Expires: APPLICATION APPROVED BY As identification and who did t oath. 0 -- A #4 ® `t.% � ° 6 NOTARY PUBLIC: ® � a' N 0 rq ✓� o • MY co /aid A April y 1 ' 1 =x r -4 U. ® ® O p ��JS _Y ® TA �, ". J r G1 � sr ®aa#® H. ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** P Signature '�� ontractor The foregoing instrument was acknowledged before me this day of , 2040r by Zeeeszr who iCierso ajll + known t)me or who has produced as identification and wh9cdidautic ,® oath. Sign: Print Airitte My Commis Yom` o s di7 � `� 0�t Sion Expires: _�°' p v0a ��® tr ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Z� 9 t ''GS -- Plans Examiner Engineer Zoning Issue Date: 2/22/2006 Owner's Name: VICKY PERATICOS Permit Type: Imported Permit Work Classification: Alteration Job Address: 672 98 Street NE Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 08/31/2006 Contractor(s) LEWD! ELECTRIC Phone 954/782 -0006 Primary Contractor Yes Comments: UPDATE PANEL, NEW LIGHTS, REPLACE BATHROOM FIXTURES AND NEW CIRCUITS TO PANEL AS PER PLANS. MASTER PERMIT BP2005 -383 Additional Information Perm Type: Electrical Alpha Four. Alpha Six: Pay Amount: 354.03 Bond Retum : Alpha Two: Alpha Five: Residential Pay Date: 6/6/2005 Pay Comments: PD CK 2190 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: EL2005 -131 Phone: (305)439 -0062 1132060171780 Lot: PB: Total Square Feet: 0 Total Valuation: $ 8,000.00 Required Inspections Electrical Fees Due Revision Fee Scaning Fee Total: Amount $35.00 $3.00 $38.00 Invoice Number imp - 2 - 06 - 23908 Total: MAR 0 7 PAID Amt Due Amt Paid $38.00 j NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. BUILDING PERMIT APPLICATI FBC 2001 Electrical Permit Type (circ Owner's Name (Fee Si • le Titleholder) 1 imgmfdp,.._ it � Owner's 11 \ k 's Address r (�1M � city ii ` - Firlif Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Type of Work: ['Addition ❑Alteration Describe Work: \jack eq,.. -e I . CadeVt"I s �.n Notary $ Scanning $ Total Fee Now Due $ (Continued on opposite side) State Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 N� 2 5 2 ntr 4r-" 84 County Radon $ NO Contractor's Company Name lEee/2) / 4C -EGT fG Contractor's Address ce.5�.� _S T ' f 5 City ` ? Ovm??mP,NO, State FG Qualifier ,L Ea/Ps S".4-5/4 A Training/Education Fee $ Plu Mechanical Roofing J r[!BJ�/ Phone # 363 939 o a Zip ami -Dade Permit No. 1. - L 05 ,'✓ Master Permit No. Phone # Phone # 96 7P4 DOG Zip ,f3,62 z State Certificate or Registration No. 4 - 6 / „ H O C) d ' ' ' Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit e 000 Square Footage Of Work: ❑New ❑ Repair/Replace El Demolition e_,.a Its 5 � 6 -� �� d .s4 OAS ( f' & ** ,r * ,* * * * * * *,* **** ** *,* *** * *,* *, F ees ** ** * *** ** * * * ** * *,* **** * **** * ** Submittal Fee $ of Permit Fee $ 3 10 / �O CCF $ CO /CC Technology Fee $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ l.� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a, permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and' AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absenc such posted notice, the inspection wi not b' iv proved and a reinspection fee will be charged. Signature Owner or Agent The fore_oing instrument was ac nowj dged befor&me this , day of who is personally known to me or who has produced NOTARY P Sign � � "� -,% Print: C �'� / /er/',i® ('r -r& My Commission Expires: APPLICATION APPROVED BY: chc 05/13/03 As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Atirrii,vy My Commission Expires: ontractor The foregoing instrument was acknowledged before me this /.3- day of ,4 , 20d� , by .� Fee) (.5 J�% M-'/: , who • personally known to - e or who has produced as identification and w ttelV °ail/Roth. .•«,••• ®® oi t My comm. Exp ires o O Aril 1, 2006 g _ a"4"T..7 • et No. DDp64529 o a, s do• • � UBL� G o O a #1) �;�eeeeee � ' ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** /';0 Plans Examiner Engineer Zoning ITEM BATH TLB UNIT e FEE ITEM SWITCH OUTLETS UNIT FEE f f ITEM - UNIT SPACE HEATERS , FEE BIDET LIGHT OUTLETS /.� CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKINS FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOC DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS 4'9 PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER ) U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 FP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 If MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 If ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 if VIOLATION INDIRECT WASTES- A/C WINDOW REINSPECTION WATER SUPPLY T0: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS I HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS .SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER F,IXTRRES SEPTIC TANK ANTENNA RELAY TELEVISION CUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK " REINSPECTION SOAKAGE PIT CU. FT. , CATCH BASIN ` � '' MN g r � DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE I i ) TER SET (GAS) 1 GAS PIPTK; 1 (AN APPLICATION OR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, HE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ADDENDUM TO BUILDING PERMIT APPLICATION ELECTRICAL MECHANICAL Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/23/2005 Applicant: CHRYSANTHNE Owner: BAMMAN JOB ADDRESS: 672 NE 98 Contractor LEWD! ELECTRIC Local Phone: 954/782 -0006 Parcel # 1132060171780 Signed: (INSPECTOR) Electrical Permit Permit Number: EL2005 -131 BAMMAN CHRYSANTHNE ST Contractor's Address: 2585 NE 6 ST Page 1 of 1 Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOTS 1 TO 4 INC & E1/2 LOT 5 Fees: FEE2005 -6356 FEE2005 -6357 FEE2005 -6430 FEE2005 -6431 FEE2005 -6432 FEE2005 -6433 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Submittal Fee Total Fees: Amount $385.00 $4.80 $1.60 $9.63 $3.00 ($50.00) $354.03 Total Fees: $354.03 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/22/2005 Construction Value: $8,000.00 Work: UPDATE PANEL, NEW LIGHTS, REPLACE BATHROOM FIXTURES AND NEW CIRCUITS TO PANEL AS PER PLANS. MASTER ►� 0 PAID 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: 3056318118 03/11/2094 03:17 3056316118 k. CurCi I C u t URIBE CONSTRUCTION SktI� \ftil 905 ET6cGL itc f0 1 PAGE 01/03 03/11/2004 03 :17 3056318118 Lewdi Electric 2585 SE. Sixth Street Pompano Beach, FL 33062 #87 -CME -1137 X Work Contract for. Unbe Construction Inc. Job Site 672 NE With Street, Miami Shores Vicky Pereaticos Residence dance Work Description 1) Install New400 amp panel 2) Install 35 new electric outlets/switches 3) instal! New lighting 4) Extend circuits to new panel Unit Unit $ URIBE CONSTRUCTION PAGE 02/03 1 $4,800.00 35 $ 50.00 13 $ 65.00 1 $ 2,650.00 Total $ 4,800.00 $ 1,750,00 $ 845.00 $ 2,650.00 $ 70,045.00 03/11/2004 03:17 3056318118 • Work Contract for: U rlbe Construction Inc, Job Site Unit Unit $ 1 $ 4,800.00 35 $ 50.00 13 $ 65.00 1 $ 2,650.00 $ 4,800.00 $ 1,750.00 $ 845.00 $ 2,650.00 $ 10,045.00 Work Description Lewdi Electric 2585 SE. Sixth Street Pompano Beach, FL 33062 #87 -CME -1 137 -X 672 NE 98th Street, Miami Shores Vicky Pereaticos Residence 1) Install New 400 amp panel 2) Install 35 new electric outlets/switches 3) Install New lighting 4) Extend circuits to new panel URIBE CONSTRUCTION PAGE 03/03 4 ' 1 03 MIAMI IORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date II 18 `C Type Insp'n -x"a B Permit No. Name C y S A ti f-! l■t Address Company Phone # ( c ) fie" /3 89' Inspection Date 1 1 I 1 n 1 6 Approved ❑ Correction Re- Insp'n Fee NOV 21 2005 wgp &e h )kJF BUILDING PERMIT APPLICATION FBC 2001 $ Value of Work For this Permit 4C 1 W4 Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ► ' ! — 1 aster Permit No. 3 CAS 3'gS Permit Type (circle): Building Electri ing� Mechanical Roofing Owner's Name (Fee Simple Titleholder) \(i�( Owner's Address El 2 1` e g k A ' 3138 City 1Ary ` ®✓(5 State �L Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name i rOQ dry c k C Contractor's Address Intl 7 Mar, Alt I . * 5 City j uw(' i5 State CA. Qualifier S v 1 Architect/Engineer's Name (if applicable) Phone # Type of Work: ['Addition ['Alteration ['New Describe Work: Phone # `) Ll' / Lt • Q. (033 Zip333S1 State Certificate or Registration No.C. Y1(O 57Q3 Certificate of Competency No. 0 3 07e.Goe r `/v / ��-° ,g e L (Co Square Footage Of Work: tig Repair/Replace D Demolition d oh- * * * * * * * * ** ***** **** *******F Submittal Fee $ Permit Fee $ E ICF $ CO /CC Notary $ Training/Education Fee $ ` Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AltN1DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certyled copy of the recorded notice o mmencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is sued In e absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature NOTARY PUBLIC: Sign: Print: chc 05/13/03 : My Comm APPLICATION APPROVED BY: Owner or Agent The foregoing instrument was acknowledged before me this day of -70i3` , 20ar, by / e e who i rsonally kno to me or who has produced As identification and who did take an oath. Signature Contractor The foregoing instrument was acknowledged before me this to day of .tpt , 20 ar by who is personally known to me or who has produced as identification and who did take an oath. 00 j ° W A Y PUBLIC: .Qaci&7TU Qe M Comm Ex •a I t: / .�/e77V '" q Pine My Coix n + e — s • . prii r, zoos a D ° — 4/ /-249 5 No . o eoaas29 ° MiCommission Expires: I, No , 7i * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Permit No. Approved Correction Re-Insp'n Fee tad ' Ve44 . fi l 6 40 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 -795 -2204 Building Inspection Request Date cr 1Z1 t as Type Insp'n 'f$ g. 4 Inspection Date 9 1 7 - 7 4 Name V 1C—k y Address 4;i Z. 1 --M 4/es 5� Company A it Phone # C :s4 ) 748 -z653 /(c) S - C-- /.•oz`s o), -) MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Z( c Type Insp'n 44 • Permit No. M C QE i 34 Name V ic_k y � . w S Address 4.1 Z- y 9 ST Company P1C -FH* 4 Ja C4s4 )740-z653 /(3C59'a Phone # Inspection Date Approved ❑ Correction ❑ Re- Insp'n Fee ❑ -SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date al C5 Type Insp'n 4-1 ' Permit No. Name V i Address LI ;LI Company i f ic i'°÷1 A /0 Phone # r /(2 - i Inspection Date Approved Correction Re-Insp'n Fee „. Issue Date: 2/22/2006 Owner's Name: VICKY PERATICOS Permit Type: Mechanical - Residential Work Classification: Addition /Alteration Job Address: 672 98 Street NE Miami Shores Village, FL Contractor(s) Phone PROFICIENT AIR CONDITIONING & Additional Information Tons: 2 TONS Classification: Residential Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: ( -2204 Fax: (305)756 -8972 Permit Expires: 08 /31/2006 Primary Contractor Yes omments: INSTALL 2 TON AIR CONDITIONING UNIT AND 3 DROPS IN EXISTING COTTAGE, ROOM Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $3.60 $1.20 $210.00 $3.00 $5.25 $223.05 Building Department File Copy Applicant Signature Invoice Number MC - 2 - 06 - 23907 Total: ;MAR 07 PAID cb'-44' B 9 Parcel #: Block: Section: R • uir Rough Duct Ventilation Smoke Test Hood Smoke Det Test Final Rough Rough Total Square Feet Total Valuation: Ins • ctions Amt Due $223.05 NICC36 -r 4- Permit Status: APPROVE[ Permit Number: one: 305 - 0062 1132060171780 Lot: PB: Amt Paid $ 6,000.00 0 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Issue Date: 2/22/2006 Owners Name: VICKY PERATICOS Permit Type: Mechanical - Residential Work Classification: Addition /Alteration Job Address: 672 98 Street NE Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 08/31/2006 Contractor(s) Phone PROFICIENT AIR CONDITIONING & Primary Contractor Yes Comments: INSTALL 2 TON AIR CONDITIONING UNIT AND 3 DROPS IN EXISTING COTTAGE, ROOM Additional Information Tons: 2 TONS Classification: Residential Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: MC -2- 06-440 Phone: (305)439 -0062 1132060171780 Lot: PB: Total Square Feet: Total Valuation: Required Inspections 0 $ 6,000.00 Rough Rough Duct Ventilation Smoke Test Hood Smoke Det Test Final Fees Due CCF Education Surcharge Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $3.60 $1.20 $210.00 $3.00 $5.25 $223.05 Invoice Number MC - 2 - 06 - 23907 Total: MAR 07PAID c - Amt Due $223.05 Amt Paid ‘f-,22.3 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. INSTALL 2 TON AIR CONDITIONING UNIT AND3 DROPS IN EXISTING COTTAGE, ROOM MAY 0 1 2007 Passed Inspector Comments 1 (\j - 0 0) q 4,P Y/7 5 U Z( Failed Correction Needed Re- Inspectio Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . 1/4 until Inspection Date: 04/25/2007 Inspector: Perez, JanPierre Owner: PERATICOS, VICKY Job Address: 672 98 Street NE Project: <NONE> Wednesday, April 25, 2007 Miami Shores Village, FL Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Contractor: PROFICIENT AIR CONDITIONING & REFRIGERATION, INC Phone Number (305)439 -0062 Parcel Number 1132060171780 Lot: Phone: (954)748 -2653 Page 2 of 2 INSTALL 2 TON AIR CONDITIONING UNIT AND 3 DROPS IN EXISTING COTTAGE, ROOM UN 2 8 MP Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 10316. '..---21LC) Li/7 4/ WI Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 4972 .3 g3 Inspection Date: 06/25/2007 Inspector: Perez, JanPierre Owner: PERATICOS, VICKY Job Address: 672 98 Street NE Project: <NONE> Thursday, June 21, 2007 Miami Shores Village, FL Building Department Comments Permit Type: Mechanical - Residential Inspection Type: Final U0. Work Classification: Addition /Alteration Block: Contractor: PROFICIENT AIR CONDITIONING & REFRIGERATION, INC Phone Number (305)439 -0062 Parcel Number 1132060171780 Lot: Phone: (954)748 -2653 Page 1 of 2 Miami Shores Village '.2.8 AM J 2-/2-4 ) 0 Buildin g Department artment BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address ` Z 2 /` City ,t itklvt t > State Tenant/Lessee Name Job Address (where the work is being done) 4 72- A_a City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name C Contractor's Address ° City V\/ 114 State Certificate or Registration No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit 40 0 c Type of Work: ['Addition DAlteration Describe Work: 3 � � y t� Ir v v t -- Submittal Fee $ Notary $ Scanning $ Radon $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Training/Education Fee $ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.22 _ ) .756.8972 Permit Fee $ s Electrical LL # ` � ` , 9' 6 — 1`'°'x91 S . 12.1 State re-I— ❑New e zt . 5 Structural Plan Review. $ 50 0 Plumbing Mechanical phone # Permit No. M ster Permit No. Zip Phone # Zip 3 12— Qualifier Square Footage Of Work: * ** * * * ** * * ** * ** * ** ** * * * * * * ** F ees ** * * * * ** **** * ** * ** ** * * * * ** * * ** Zip ❑ Repair/Replace ❑ Demolition CCF $ CO /CC. Technology Fee $ Roofing Zoning Bond $ 13ondintCompany'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 AlitIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certed copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 by , day of , 20 by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: chc 05/13/03 F/5e /t) % /2 / /a6 5h,c �o Plans Examiner Engineer Zoning PERMIT # - 3 CONTRACTOR: Utz./ € C--ciLLS SUBMITTAL DATE: *fr 21 ( 2 PROJECT TYPE:e -f, -C ( --' ' ZONING FIRE 2A / /d(v STRUCTURAL IMPACT FEES ELECTRI L HRS /DERM \ PLU = l.`1` K NOC V ' 1- MECHANICAL BLDG 4 OTC 2./17. ) D Project Name: PERATICOS RESIDENCE_2 Builder: Address: 672 N.W. 98 TH STREET Permitting Office: MIAMI City, State: MIAMI SHORES, Fl 00000 -0000 Permit Number. Owner: Jurisdiction Number. 232600 Climate Zone: South 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi- family Single family - a. Central Unit Cap: 30.0 kBtu/hr - 3. Number of units, if multi-family 1 - SEER: 12.00 - 4. Number of Bedrooms 4 - b. Central Unit Cap: 18.0 kBtu/hr - 5. Is this a worst case? No - SEER: 13.00 - 6. Conditioned floor area (ft 1883 ft c. N/A - 7. Glass area & type Single Pane Double Pane - - a. Clear glass, default U-factor 338.0 ft 0.0 ft - 13. Heating systems b. Default tint 0.0 ft 0.0 ft - a. Electric Strip Cap: 16.4 kBtu/hr - c. Labeled U or SHGC 0.0 ft 0.0 ft2 COP: 1.00 - 8. Floor types - b. Electric Strip Cap: 17.1 kBtu/hr - a. Slab -On -Grade Edge Insulation R=0.0, 280.0(p) ft - COP: 1.00 - b. N/A c. N/A - c. N/A - - 9. Wall types - 14. Hot water systems a. Concrete, Int Instil, Exterior R =3.2, 2154.0 ft - a. Electric Resistance Cap: 80.0 gallons - b. N/A - EF: 0.82 - c. N/A - b. Electric Resistance Cap: 30.0 gallons - d. N/A - EF: 0.89 - e. N/A c. Conservation credits - 10. Ceiling types - (HR -Heat recovery, Solar a. Under Attic R =19.0, 3189.0 ft - DHP- Dedicated heat pump) b. N/A c. N/A 11. Ducts a. Sup: Con. Ret: Unc. AH: Interior b. N/A - - Sup. R=6.0, 25.0 ft - 15. HVAC credits (CF -Ceiling fan, CV -Cross ventilation, 11F -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ-H Multizone heating) _ FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A r Area: 0.18 Total as -built points: 32200 Total base points: 32771 plans and specifications covered n compliance with the Florida �EPARED BY. 457 DATE: q- (6)-D'6. I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNERJAGENT: DATE: EnergyGauge® (Version: FLRCPB v3.30) PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com PASS 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: 3 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnergyGauge8 DCA Form 600A -2001 EnergyGauge0JFIaRES2001 FLRCPB v3.30 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com 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 18810 32.50 11015.6 Single, Clear N 4.0 6.0 64.0 36.46 0.79 1833.8 Single, Clear E 4.0 6.0 56.0 78.71 0.65 2852.4 Single, Clear S 4.0 6.0 176.0 66.93 0.60 7036.4 Single, Clear W 4.0 6.0 42.0 70.53 0.67 1969.9 As - Built Total: 338.0 13692.5 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Instil, Exterior 32 2154.0 2.63 5665.0 Exterior 2154.0 2.70 5815.8 Base Total: 2154.0 5815.8 As -Built Total: 2154.0 5665.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 44.0 9.40 413.6 Exterior 44.0 6.40 281.6 Base Total: 44.0 281.6 As -Built Total: 44.0 413.6 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1883.0 2.80 5272.4 Under Attic 19.0 3189.0 3.72 X 1.00 11863.1 Base Total: 1883.0 5272.4 As -Built Total: 3189.0 11863.1 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 280.0(p) -20.0 - 5600.0 Slab -On -Grade Edge Insulation 0.0 280.0(p -20.00 -5600.0 Raised 0.0 0.00 0.0 Base Total: -5600.0 As - Built Total: 280.0 - 5600.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1883.0 18.79 35381.6 1883.0 18.79 35381.6 3 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnergyGauge8 DCA Form 600A -2001 EnergyGauge0JFIaRES2001 FLRCPB v3.30 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com BASE AS -BUILT Summer Base Points: 52166.9 Summer As -Built Points: 61415.7 Total Summer X System = Points Multiplier Cooling Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 52166.9 0.4266 22254.4 614151 0.625 (1.004 x 1.165 x 0.90) 0.284 1.000 11482.5 61415.7 0.375(1.00 x 1.165 x 1.00 0.262 1.000 6359.5 61415.7 1.00 1.053 0.276 1.000 17815.2 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnergyGaugeTM DCA Form 600A -2001 EnergyGauge0/FIaRES'2001 FLRCPB v3.30 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnergyGaugeS DCA Form 600A -2001 EnergyGauge8/FIaRES'2001 FLRCPB v3.30 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com 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 1883.0 2.36 799.9 Single, Clear N 4.0 6.0 64.0 6.03 0.97 376.2 Single, Clear E 4.0 6.0 56.0 4.77 1.07 285.3 Single, Clear S 4.0 6.0 176.0 4.49 1.22 962.1 Single, Clear W 4.0 6.0 42.0 5.49 1.02 234.3 As -Built Total: 338.0 1857.9 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 3.2 2154.0 1.17 2520.2 Exterior 2154.0 0.60 1292.4 Base Total: 2154.0 12924 As -Built Total: 2154.0 2520.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 44.0 2.80 123.2 Exterior 44.0 1.80 79.2 Base Total: 44.0 79.2 As -Built Total: 44.0 123.2 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1883.0 0.10 188.3 Under Attic 19.0 3189.0 0.14 X 1.00 446.5 Base Total: 1883.0 188.3 As - Built Total: 3189.0 446.5 FLOOR TYPES Area X BWPM = Points R -Value Area X WPM = Points Slab 280.0(p) -2.1 -588.0 Slab -On -Grade Edge Insulation 0.0 28O.0(p -2.10 -588.0 Raised 0.0 0.00 0.0 Base Total: -588.0 As -Built Total: 280.0 -588.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1883.0 -0.06 -113.0 1883.0 -0.06 -113.0 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnergyGaugeS DCA Form 600A -2001 EnergyGauge8/FIaRES'2001 FLRCPB v3.30 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com BASE AS -BUILT Winter Base Points: 1658.8 Winter As -Built Points: 4246.8 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 1658.8 0.6274 1040.7 4246.8 0.490 (1.009 x 1.137 x 0.91) 1.000 1.000 2171.0 4246.8 0.510(1.00 x 1.137 x 1.00) 1.000 1.000 2262.5 4246.8 1.00 1.044 1.000 1.000 4433.6 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnergyGauge'' DCA Form 600A -2001 EnergyGaugeV/FIaRES2001 FLRCPB v3.30 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com BASE 1 AS-BUILT WATER HEATING BASE Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Cooling Points + Heating + Points Volume Bedrooms Ratio Multiplier 4 2369.00 + 9476.0 80.0 0.82 4 0.73 2542.34 1.00 7395.9 22254 1041 9476 30.0 0.89 4 0.27 234238 1.00 2555.3 17815 4434 9951 As -Built Total: 9951.2 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: PASS EnergyGaugeTAA DCA Form 600A -2001 EnergyGauge@/FiaRES'2001 FLRCPB v3.30 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 22254 1041 9476 32771 17815 4434 9951 32200 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: PASS EnergyGaugeTAA DCA Form 600A -2001 EnergyGauge@/FiaRES'2001 FLRCPB v3.30 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHE Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area .5 cfm/sq.ft. door area ,,// Exterior & Adjacent Walls 606.1.ABC.12.1 Caulk, gasket, w�herstrip or seal between: windage/doors rs & fry, sunaundueg wait foundation & welt sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panes & 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. f / V / Flows 606.1.ABC.12.2 Penetrations /openings >1/8' sealed unless backed by truss or joint members. Frame floors where a continuous infiltration barrier is installed that is sealed EXCEPTION w to the perimeter, penetrations and seams. /' �/ Collings 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 hsulatkxr; or Type IC rated with < 2.0 cfm from conditioned space, tested. e Multi -story Houses 606.1.ABC.12.5 Air barrier on perimeter of flaw cavity between floors. i// Additional Infiltration refits 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 naked circut breaker (electric) or cutoff (gas) must be provided. External or bunt -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pod heaters must have a minimum thermal efficiency of 78%. Shorter 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. e Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Franc R-11 or CBS R -3 both sides. Common o Ting & floors R -11. i// FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000-0000 PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. EnergyGaugeni DCA Form 600A -2001 EnergyGaugelt/FIaRES'2001 FLRCPB v3.30 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.1 The higher the score, the more efficient the home. , 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi- family Single family _ a. Central Unit Cap: 30.0 kBtu/hr _ 3. Number of units, if multi- family 1 _ SEER: 12.00 4. Number of Bedrooms 4 _ b. Central Unit Cap: 18.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 13.00 6. Conditioned floor area (ft 1883 ft c. N/A 7. Glass area & type Single Pane Double Pane - - a. Clear - single pane 338.0 11 0.0 ft _ 13. Heating systems b. Clear - double pane 0.0 ft 0.0 ft - a. Electric Strip Cap: 16.4 kBtu/hr _ c. Tint/other SHGC - single pane 0.011 0.0 11 - COP: 1.00 _ d. Tint/other SHGC - double pane b. Electric Strip Cap: 17.1 kBtu/hr _ 8. Floor types _ COP: 1.00 _ a. Slab -On -Grade Edge Insulation R=0.0, 280.0(p) ft _ c. NIA _ b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 80.0 gallons _ a. Concrete, Int Insul, Exterior R =3.2, 2154.0 ft _ EF: 0.82 _ b. N/A _ b. Electric Resistance Cap: 30.0 gallons c. N/A _ EF: 0.89 _ d. N/A _ c. Conservation credits e. N/A (ER -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =19.0, 3189.0 11 _ 15. HVAC credits _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A BF-Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Con. Ret: Unc. AIL Interior Sup. R=6.0, 25.0 ft _ MZ- C- Multimne cooling, b. N/A MZ- H- Multizone heating) 1 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: *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. if your score is 80 or greater (or 86 for a US EPA/DOE EnergyStai' designation), your home may qualify for energy efficiency mortgage (KIM) 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 wwvvfsec.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 Affai $Y4:rsion: FLRCPB v3.30) PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com 1 FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: PERATICOS RESIDENCE _2 Address: 672 N.W. 98 TH STREET City, State: MIAMI SHORES, Fl 00000 -0000 Owner: Climate Zone: South Builder, Permitting Office: MIAMI Permit Number: Jurisdiction Number. 232600 1. New construction or existing 2. Single family or multi- family 3. Number dunks, if multifamily 4. Number of Bedrooms 5. Is this a worst rase? 6. Conditioned floor area (ft 7. Glass area & type a. Clear glass, default U-factor b. Default tint c. Labeled U or SHGC 8. Floor types a. Slab-On-Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, 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 a. Sup: Con. Ret: Unc. AI3 Interior b. N/A Single Pane 338.0 ft 0.0 ft 0.0 ft Addition Single family 1 4 No 1883 ft Double Pane 0.0 ft 0.0 ft 0.0 11 R.1.0, 280.0(p) ft R =3.2, 2154.0 ft _ R =19.0, 3189.0 ft _ Sup. R 25.0 ft _ 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance b. Electric Resistance c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HE-Whole house fan, PT- Programmable Thermostat, MZ-C- Multizone cooling, MZ- H- Multizone heating) Cap: 30.0 kBtu/hr _ SEER: 12.00 _ Cap: 18.0 kBtu/br _ SEER: 13.00 Cap: 16.4 kBtu/br _ COP: 1.00 Cap: 17.1 kBtu/hr COP: 1.00 _ Cap: 80.0 gallons EF: 0.82 Cap: 30.0 gallons EF: 0.89 _ Glass/Floor Area: 0.18 Total as -built points: 32200 Total base points: 32771 rtify that the plans and specifications covered culatio in compliance with the Florida ergy PREP . , ;Y: ,' ehiifr ?�(� DXIE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: 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. EnergyGauge® (Version: FLRCPB v3.30) PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com PASS BUILDING OFFICIAL: DATE: FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGaugeiiP/FIaRES2001 FLRCPB v3.30 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com 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 1883.0 32.50 11015.6 Single, Clear N 4.0 6.0 64.0 36.46 0.79 1833.8 Single, Clear E 4.0 6.0 56.0 78.71 0.65 2852.4 Single, Clear S 4.0 6.0 176.0 66.93 0.60 7036.4 Single, Clear W 4.0 6.0 42.0 70.53 0.67 1969.9 As -Bullt Total: 338.0 13692.5 WALL TYPES Area X BSPM = Points Type R Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul. Exterior 32 2154.0 2.63 5665.0 Exterior 2154.0 2.70 5815.8 Base Total: 2154.0 5815.8 As -Bullt Total: 2154.0 5665.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 44.0 9.40 413.6 Exterior 44.0 6.40 281.6 Base Total: 44.0 281.6 As -BuIIt Total: 44.0 413.6 CEILING TYPES Area X BSPM = Points Type R Value Area X SPM X SCM = Points Under Attic 1883.0 2.80 52724 Under Attic 19.0 3189.0 3.72 X1.00 11863.1 Base Total: 1883.0 5272.4 As -Bulit Total: 3189.0 11863.1 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 280.0(p) -20.0 - 5600.0 Slab -On -Grade Edge Insulation 0.0 280.0(p -20.00 - 5600.0 Raised 0.0 0.00 0.0 Base Total: - 5600.0 As -Bullt Total: 280.0 -5600.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1883.0 18.79 35381.6 1883.0 18.79 35381.6 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGaugeiiP/FIaRES2001 FLRCPB v3.30 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com BASE AS -BUILT Summer Base Points: 52166.9 Summer As -Built Points: 61415.7 Total Summer X System = Points Multiplier Cooling Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 52166.9 0.4266 22254.4 61415.7 0.625 (1.004 x 1.165 x 0.90) 0284 1.000 11482.5 614151 0.375(1.00 x 1.165 x 1.00 0.262 1.000 6359.5 61415.7 1.00 1.053 0.276 1.000 17815.2 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnergyGaugen' DCA Form 600A -2001 EnergyGaugat/FIaRES'2001 FLRCPB v3.30 PDF created with FinePrint pdfFactory Pro trial version wvvw.Ddffactory.com FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com 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 1883.0 2.38 799.9 Single, Clear N 4.0 6.0 64.0 6.03 0.97 376.2 Single, Clear E 4.0 6.0 56.0 4.77 1.07 285.3 Single, Clear S 4.0 6.0 176.0 4.49 1.22 962.1 Single, Clear W 4.0 6.0 42.0 5.49 1.02 234.3 As -Built Total: 338.0 1857.9 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Instil, Exterior 32 2154.0 1.17 2520.2 Exterior 2154.0 0.60 1292.4 Base Total: 2154.0 1292.4 As -Built Total: 2154.0 2520.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 44.0 2.80 123.2 Exterior 44.0 1.80 79.2 Base Total: 44.0 79.2 As -Built Total: 44.0 123.2 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attu 1883.0 0.10 188.3 Under Attic 19.0 3189.0 0.14 X 1.00 446.5 Base Total: 1883.0 188.3 As - Built Total: 3189.0 446.5 FLOOR TYPES Area X BWPM = Points Type R Value Area X WPM = Points Slab 280.0(p) -2.1 -588.0 Slab -On -Gnome Edge Insulation 0.0 280.0(p -2.10 -588.0 Raised 0.0 0.00 0.0 Base Total: -588.0 As - Built Total: 280.0 -588.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1883.0 -0.06 -113.0 1883.0 -0.06 -113.0 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com BASE AS -BUILT Winter Base Points: 1658.8 Winter As -Built Points: 4246.8 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 1658.8 0.6274 1040.7 4246.8 0.490 (1.009 x 1.137 x 0.91) 1.000 1.000 2171.0 4246.8 0.510(1.00 x 1.137 x 1.00) 1.000 1.000 2262.5 4246.8 1.00 1.044 1.000 1.000 4433.6 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnergyGaugeN DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 PDF created with FinePrint pdfFactory Pro trial version www.Ddffactory.com BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING BASE Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms + Heating + Points Hot Water Points Volume Bedrooms Ratio Multiplier 4 2369.00 Heating + Hot Water Points Points 9476.0 80.0 0.82 4 0.73 2542.34 1.00 7395.9 1041 9476 30.0 0.89 4 027 2342.38 1.00 2555.3 4434 9951 32200 As -Bulit Total: 9951.2 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: PASS EnergyGaugeTM DCA Form 600A -2001 EnergyGaugea/FIaRES2001 FLRCPB v3.30 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 22254 1041 9476 32771 17815 4434 9951 32200 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: PASS EnergyGaugeTM DCA Form 600A -2001 EnergyGaugea/FIaRES2001 FLRCPB v3.30 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com COMPONENTS • -� -- SECTION REQUIREMENTS CHEC , 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. External or built -in heat trap required. t, 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%. ar ✓ r Shower heads 612.1 Water flax must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All duds, fittings, mechanical equipment and plenum chamfers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. 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. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Type IC rated with no penetrations, seated; or Type IC or non -IC rated, installed inside a sealed bona with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 c:fm fawn conditioned space, tested. 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 �' I Exterior & Adjacent Walls 606.1.ABC.12.1 Caulk, gasket, weatherstrip or seal between: w indows/domrs & frames, summering walk foundation & wall sole or sill pl ate; joints between exterior wall panels at corms; utility penetrations; between wall panels & top/bottom plates; between walls and flair. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. �_� Floors 606.1.ABC.12.2 Penetrations /openings >1/8" sealed unless backed by truss or job members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that Is sealed to the perimeter, penetrations and seams. i� 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. t/ Recessed Lighting Fixtures 606.1.ABC.1.24 Type IC rated with no penetrations, seated; or Type IC or non -IC rated, installed inside a sealed bona with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 c:fm fawn conditioned space, tested. Multi -story Houses 606.1.ABC.12.5 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. FORM 600A-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST sidences EnergyGaugeTM DCA Form 600A -2001 EnergyGauga/FtaRES'2001 FLRCPB v3.30 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.1 The higher the score, the more efficient the home. , 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 1. New construction or existing Addition _ 2. Single family or mu i family Single family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ftz) 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 RA1.0, 280.0(p) ft - b. N/A c. N/A 9. Wall types - a. Concrete, Int Insul, Exterior R =3.2, 2154.0 ft - b. NIA - c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Con. Ret: Unc. AH: Interior Sup. R=6.0, 25.0 ft b. N/A 1 4 No _ 1883 ftz Single Pane Double Pane - 338.0ft 0.0 ft' 0.0 ft 0.0 ftz 0.0 11 0.0 ft - R =19.0, 3189.0 ft - 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance b. Electric Resistance 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) 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: PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com Cap: 30.0 kBtuihr SEER: 12.00 _ ,cap: 18.0 kBtulhr _ SEER: 13.00 _ Cap: 16.4 kBtu/hr _ COP:1.00 - Cap: 17.1 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 EnergyStaW 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 Ef Cade For Building Construction, contact the Department of Community Affa iVigilff4 ?sion: FLRCPB v3.30) Cap: 80.0 gallons EF: 0.82 Cap: 30.0 gallons EF: 0.89 - . . REYES- GAVIL4N Consulting Engineers,Inc. 16252 N.W. 79 Ave Miami Lakes, FI 330 FI 33016. Tel:(305) 828-5205 Unit/ Area served AHU -2 ITEM N. Glass 37 x x. . .::i: : = 1184 NE. Glass 66 x x.0 = 0 ..... E. Glass 0 x 37 x::: :. >24 ??> = 888 SE. Glass 82 x x , 0 ,.. = 0 S. Glass 56 x x = 3808 SW. Glass 82 x x 0 = 0 W. Glass 0 x 37 x :. <'I2 = 444 NW. Glass 66 x x :.;... ... = 0 Hor. Glass x x = 0 T. Glass area = 136 Subtotal = 6324 ITEM AT U T. AREA BTU/HR 11EM BTU/Unit TOTAL .................. Partition 13 x 0.09 x 80 = 93.6 People 230 x Roof 48 x 0.05 x :: 629 = 1509.6 Kitchen 1200 x Floor 13 x 0 x 629 = 0.0 InfilJVent. = 1.1xQxDT = 42.772 x Ceiling x x = 0.0 Miscellaneous Subtotal = 1603 TOTAL SENS. GTH=TOT. SENS. x 1.3 HEAT LOSS ITEM T. AREA Walls 900 x Roof Floor Glass Ventilation= 1.1xDTx(= Partition TOTAL KW SOLAR SHADE T. AREA BTU/HR 136 x 1.1 x 80 x 11213.1 Btu/hr 3.3 Kw Residential Cooling and Heating Load Calculations Based on ASHRAE 1997 Handbook of Fundamentals Chapter 27 = 12813 Btu/Hr = 16657 Btu/Hr AT 27 27 27 27 27 27 U BTU/HR x 0.2 = 4860.0 x 0.05 = 849.2 x 0 = 0.0 x 1.1 = 4039.2 x 42.772 = 1270.3 x 0.09 = 194.4 Q=ARCHxVOLJ60= 0.48 x 5346.5 / 60 = 42.772 Area A/C= 52' Sq. ft. Volume A/C= 629 x 8.5 = 5346.5 Cu. ft. JOB Name: PEREATICOS RES. Actress.: 672 N.E. 98 TH STREET MIAMI SHORES, FLORIDA Date: 09 /13/05 Calculated by. A.M. Checked by R.G. TONS USE Cfm Sq.FtJT CFM/sq.ft = 419.3 1.4 1.0 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com ITEM LT U T. AREA BTU/HR N. Wall 14 x 0.2 x >: :.QB ; > :. = 582.4 NE. Wall 0 x x = 0.0 E. Wall 24 x 0.2 x = 816.0 SE. Wall 0 x x = 0.0 S. Walt 17 x 0.2 x .....;274_..<= 931.6 v. :; SW. Wall 0 x, x = 0.0 W. Wall 24 x 0.2 x 248 = 1190.4 NW. Wall 0 x x 0.0 Knee wall x x = 0.0 T. Wall Area= 900 Subtotal = 3520 BTUII, = 460 = 0 16.5 = 705.7 _ >#f Subtotal = :.; .,.1366_,.: REYES- GAVILAN Consulting Engineers,inc. 18252 N.W. 78 Ave Miami Lakes, FI 33 0 FI 33016. TeI:(305) 828 -5205 Unit/ Area served: AHU -2 Residential Cooling and Heating Load Calculations Based on ASHRAE 1997 Handbook of Fundamentals Chapter 27 SOLAR SHADE T. AREA BTU/HR ITEM N. Glass 37 x x :.7:m= = 1184 NE. Glass 66 x x 0= 0 .................. ................ E. Glass 0 x 37 x . '2.4 = 888 SE. Glass 82 x x0 >:.; :. = 0 ................. S. Glass 56 x x 6S = 3808 SW. Glass 82 x x 0 = 0 W. Glass 0 x 37 x I2 = 444 NW. Glass 66 x x = 0 Hor. Glass x x = 0 T. Glass area = 136 Subtotal = 6324 TOTAL SENS. = 12813 Btu/Hr GTH =TOT. SENS. x 1.3 = 16657 Btu/Hr Q= ARCHxVOLJ60= 0.48 x 5346.5 / 60 = 42.772 Area A/C= 629 Sq. fl. Volume A/C= 629 » x 8.5 = 5346.5 Cu. fl. JOB Name: PEREATICOS RES. Adress.: 672 N.E. 98 TH STREET MIAMI SHORES, FLORIDA Date: 09 /13/05 Calculated by. A.M. Checked by R.G. ITEM AT N. Wall 14 x 0.2 NE. Wall 0 x E. Wall 24 x 0.2 SE. Wall 0 x S. Wall 17 x 0.2 SW. Wall 0 /; W. Wall 24 x ' NW. Wall 0 x Knee wall x x T. Wall Area= 900 Subtotal TONS = 1.4 ......... ............... .......................... HEAT LOSS USE = > >> T ons :::........................ ITEM T. AREA AT U BTU/HR Cfm Walls 900 x 27 x 0.2 = 4860.0 Sq.Ft./T = 419.3 .................. ................ Roof x 27 x 0.05 = 849.2 CFM/sq.8 = 1.0 Floor X29 > x 27 x 0 = 0.0 ................. .................. ................. Glass 136 x 27 x 1.1 = 4039.2 Ventilation = 1.1x13Txt= 1.1 x 27 x 42.772 = 1270.3 Partition 80 x 27 x 0.09 = 194.4 TOTAL 11213.1 Btu/hr KW 3.3 Kw PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com U T. AREA BTU/HR 582.4 = 0.0 816.0 = 0.0 931.6 • 0.0 = 1190.4 = 0.0 • 0.0 - 3520 ITEM AT U T. AREA BTU/HR ITEM BTU/Unit TOTAL BTU ER Partition 13 x 0.09 x 80 = 93.6 People 230 x 2 = 460 Roof 48 x 0.05 x :::::::629 = 1509.6 Kitchen 1200 x 0 = 0 Floor 13 x 0 x 6 = 0.0 InfilJVent. = 1.1xQxDT = 42.772 x 16.5 = 705.7 Ceiling x x = 0.0 Miscellaneous = < 00 Subtotal = 1603 Subtotal = 1366 B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX W. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12025C0093 J 7/17/95 3)2)94 X N/A PROCESS # FOLIO # C. O. R 9 " 1" BUILDING OWNER'S NAME Vicky Peraticos BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 672 N.E. 98 Street CITY Miami Shores PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lots 1, 2, 3, 4 & East % Lot 5, Block 101, AMD. PLAT OF MIAMI SHORES SECTION #4 (15 -14) BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, Residential LATITUDE/LONGITUDE (OPTIONAL) ( ##° - ##' - ##.##° or ##.1#1### N/A B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER Village of Miami Shores 120652 B2 COUNTY NAME Mani -Dade County B3. STATE Florida B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ► FIRM ❑ Community Determined ❑ Other ( Descnbe): Bit Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12 Is the buflding located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C • BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on ❑ Construction Drawings* ❑ Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the buffing is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram • accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, ARIA1 -A30, AR/AH, AR/AO Complete Items C3: a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 1929 Conversion/Comments Elevation reference mark used Yes Does the elevation reference mark used appear on the FIRM? ❑ Yes ► No o a) Top of bottom floor (Including basement or enclosure) o b) Top of next higher floor o c) Bottom of lowest horizontal structural member (V zones only) o d) Attached garage (top of slab) o e) Lowest elevation of machinery and/or equipment servidng the building (Describe in a Comments area) o f) Lowest adjacent (finished) grade (LAG) o g) Highest adjacent (finished) grade (HAG) o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade 0 o 1) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. an) This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by taw to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME Thomas Brownell LICENSE NUMBER 2891 TITLE Professional Land Surveyor FEMA Form 81 -31, January 2003 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: ❑ NAD 1927 ❑ NAD 1983 STATE FL SECTION B • FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 9 .48 ft (m) A. A ft (m) N/. ft (m) N/ . A ft. (m) 8 .70 ft. (m) 8 . 6 ft (m) 8 . 9 ft (m) CITY Miami DATE 03/18/05 See reverse side for continuation. if necessary.) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION COMPANY NAME E.R. Brownell &Associates, Inc. ZIP CODE 33138 SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ►5 Other. N/A STATE Fl TELEPHONE (305)446 -3511 ZIP CODE 33145 Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Induding Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 672 N.E. 98 Street CITY STATE ZIP CODE Miami Shores Fl 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Ilk both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS J.N. 56127 -A Elevations are referred to NGV Datum (1929). Elevations are based on a Miami -Dade County Benchmark No. N-603, the same being a PK Nail and brass washer in concrete sidewalk, located at N.E. 96 Street & N.E. 6 Avenue. Elevation 7.70'. C3 e) Air Conditioning Slab Elevation 8.70' SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone A0 and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMB F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (inducting basement or endosure) of the building is _ ft(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if avalable). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher flcer or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C31 on front of form. E4. The top of the platform of machinery and/or equipment servicing the bulling is _ ft.(m) _in.(cm) ❑ above or ❑ below (chec( one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge •OPERTY' OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS LOCAL OFFICIAL'S NAME COMMUNITY NAME *NATURE COMMENTS FEMA Form 81 - 31, January 2003 G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: CITY DATE • TELEPHONE TITLE TELEPHONE DATE Pot Iroe Compan Used PricyyNumber Companyi4AIC Number ❑ Check here if attachments STATE ZIP CODE ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by taw or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building looted in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community flcedplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED Datum: Datum: ❑ Check here if attachments Replaces all previous editions B4. MAP ANDPANB. B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 135. SUFFIX BS. FIRM 4DEXDATE EFFECTIVE/REVISEDDATE B8. gone AO, use depthoflbodeg) - 1 J 7117195 317394 X N/A 31.10# NATIONAL FLOOD INSURANCE PROGRAM a R. 9.10 ELEVATION CERTIFICATE Important Read the Instructions on pages 1 7. BURDING OWNER'S NAME VICky Perak SECTION A- PROPERTY OWNER INFORMATION BUILDING STREET ADDRESS (Including Apt, Usti, Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. 672 N.E 98 Street art Miami Shores STATE ZIP CODE FL 33138 PROPERTY DESCRIPTION (Lot and Blodc Numbeis, Tax Parcel Number, Legal Description, etc.) Lots 1, 2, 3, 4 & East % Lot 5, Block 101, AMD. PLAT OF MIAMI SHORES SECTION #4 (15 -14) BUILDING USE (e.g., Residential, Non- re:Wendel, Addition, Accessory, etc. Use a Comments aiea If necessary.) Residential LA (OPTIONAL) ( #W- ##- ##.##' or 69 N/A HORIZONTAL DATUM ❑ NAD 1927 ❑ NAD 1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION I U.M.D. IVU. 3U0 1-UU1 1 Expires December 31, 2005 I 4P CoritartiSTAICKutritie SOURCE 0 GPS (Type): ❑ USGS Quad Nap _∎ Other I B1. NFP COMANIY NAII E & COMMUNITY NUM3ER ViIage ofNf Shores 120652 BZ COUNTY NAME hCounty 83. STATE Rcdda B10. Indcate the scums of the Base Flood Elevation (BFE) data m base food depth altered in M. ❑ FIS Prue ® FIRM ❑ Commtutty Detemuned ❑ Other (Dearrbe): B11.Ind stethe elevation (faun) used forte BFE in B9: NGVD 1929 ❑ NAVD 1988 ❑ Other (Desaibe): — B12. Is the buffing located In a Cow Barrier Resoturas System (CBRS) ama or Othenvise Protected Area (CPA)? ❑ Yes ►_ No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building eleVatiore are based on ❑ Construction Drawings' ❑ :+ 1i ding Under Construction* CI R6' tied Construction *A newEavalion Cerlfrcatewti be required when construction cite burg is complete. C2. &icing Dlagan Number 1 (Seethe biAting diagram most skier to the buictrig for which theeer6lcate is being compered -see pages6 and 7. tnodiagram accurately represents thebuikbg, provide a sketch or photograph.) C3. EtevaS s– ZonesAl -A30, AE, AH, A (wish BFE), VE, V1-V30, V(with BFE), AR, ARIA, ARM, ARIA1 ,ARIAH,ARIAO Complete Items C3. -a-i below according to the baking dagram specified in Item C2. State the datum used ti the datum Ls clifferent tomthe dawn usedforte BFE in Soh B, convet the datum to that used for t the BFE Show field meastmsmats and dakuneorw n calculaSoa Use t a space provided or the Comments area of Section D cr Sector) G, as appropriate, to dominant the datkan =version. Datun NGVD 1929 Bevaton reference mak used Yes Does the elevation reference mark used appear on the FIRM? ❑ Yes ►:.1 No o a) Tap of bottom floor (Including basemat or e) 9 .48 t (m) 1 o b) Top of next hi tom W . A (m) o c) Bottom of bust horizontal stuctud member (V zones only) it. A._ft. (m) o o d)Attated wage (top of slab). N1•& t. (m) 5 E o e) Laziest elevation of machinery ardor equipment servicing the baling (DescrbeIna Comments area) B . Q i t ( m ) o f Lowest adjacent ( (LAG) 8. 6 L (m) o g) Hkjhest ailment ( (HAG) 88ft (m) o h) No. ofp t opening; (good vats) within 1 it. above adjacent grade o i) Total area of remanent openings (flood vents) In C3.h WAsq. In. (sq. an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTFICATION This certification Is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. certify that the Information in Sections A, B, and C on this certificate represents my best efforts to interpret the data avarlabla 1 understand that any false statement may be punishable by tine orimprlsonment under 18 U.S Code, Section 1001. CERTIFIERS NAME Thomas Brownell LICENSE NUMBER 2891 TfitE Profess Land mayor ADDRESS 3152 Coral Way SIGNATURE ^Yr< —tom EMA Form 81 -31, January 2003 COMPANY NAME ER. Brownell &Associates, Inc. CITY STATE ZIP CODE Mani Fl 33145 DATE TELEPHONE 03/18105 (305)446,3511 See reverse side for continuation. Replaces all previous edlttons IMPORTANT: In then spaces, copy c:onasponding won from Section A. M U M STREET A (frickdbig Apt, Unit SA%and/a g. No.)ORP.O. ROUTEAND B (NO - 672 N.E • : Meet CRY a Riad Shales SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) py both sides aft is Beef= Col for (1) community olfdal, (2) insurance ajanticornpany, and (3) „ 10,1 , owner. COMMENTS J.N. 56127 Elevations are referred to NGV Datum (1929). Elevations are based on a Miami -Dade County Benchmark No. N-603, the same owing a PK Nall and brass washer In concrete sidewalk, located at N.E 96 Street & N.E. 6 Avenue. Elevation 7.70'. C3 e) AkCondlioning Stab Bevaton8.70' SECTION E- BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FORZONEAO AND ZONEA (WITHOUT BFE) Fa Zate AO fltd Zom A (without BFE), Darts Items El ugh E4. tithe Elevation Cate is intended for use as spading Inform* fora LOMA or LOMR-F, Sec r C must be . El. D _(Select t t a b u l d n g & g r a n mcst similar to the bolting for which this oe6fc ateis bang c n —see pages 6 and 7. If no dagran aaua repteutnis ifs provlkrasketdtorphdograph.) EZ The dtle ban Boor (mdu el g basement or enclosure) of the bulling is _ ft.(m)_in.(cm) ❑ above or ❑ below (check one) the highest adjacentgrate. (Use natural wade, tjavai de). E3. Fa :, ; I; :1 Diagrams 6-8with opera (see page 7), the next (eievaton b) of the building Is ._ ft.(m) (a) abovethe grade. Ccunplda kens C311 at Cal on front ctfonn. E4. The top ? the ptatfomof machinery andtorequiornent seividng the b ldurgIs _ ft.(m) in.(cxn) ❑ above or ❑ below (check ate) the highest a grade (Use natural grade, ifa ). Ei. FaZateAO gyp: If noflooddot mother is avaled%is theme ofthe bottom floor elevated in acx Mance YAM the canmunftysfloodplain rrotagenortordnare? ❑ Yes ❑ No ❑ Unknown. Theme Add must certify this idormaat In Simon G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The csopaaty a a r'sautftaiaed representable wdrocomptetes Secdons A, B, C (Items C3.h and C3ionly), and E for Zone A (Willmut a FEMtA - Issied or coninunity- bsued BFE) or Zone AO mist sign bare. The statements inS A, and E are awreatto the b stof rirjkrtauledga 7OPER1Y OWNERS OR OWNERSAUTHOI6ZED REPRESENTATIVES NAME ADDRESS SIGNATURE COMftuENTS P. lids permit has been issued far: ❑ New Construction 0 Substantial Improvement GO. Bevaflar of ash lowest floor(Inducing basement) of the building Is G9. BFE or (In Zone AO) depth of&at g atthe bulking site Is: LOCAL OFFICIAL'S NAME COMMUNTIY NAME 'MATURE COMMENTS STATE EP CODE Fl 33138 CITY DATE - TELEPHONE TITLE DATE TELEPHONE ❑ cc here if abduluants STATE EP CODE ❑ aiedc rye if alladnents SECTION G - COMMUNITY INFORMATION (OPTIONAL) T e boat official who is auffmrized by law or ordnance to addnisterthe community's fko t managionent ordnanoec an complete Sectiors A, B, C (orE), and G rifts Bavarian Cam. Complete the 'tads) andsn bra. G1. ❑ The kt Section Cwas taken fan Ow documentslion that has been signed and embossed by a kensed surveyor, engus r, or achlect who is authatzed by state or local law to catty elevatiat information. (Imitate the soume and date ofd elevation data in the Comma areabeow.) G2. 0 Acommunity off completed Seth Efaa bugling d in Zone A (without a FEMA -fired or -rimed BFE)or ZoneAO. 133. ❑ The fdloanrg ktforr on (hens G4{) is providei far =amity flood t management purposes. 64.PERWTKABER G5. DATE PERMIT I G6. DATECERTIFICATEOF CaVRIANCEOCCIPANCY Datum: rr mane.", +,,..,, x ,.......4.. Issue Date: 2/22/2006 Owner's Name: VICKY PERATICOS Permit Type: Imported Permit Work Classification: Addition Job Address: 672 98 Street NE Miami Shores Village, FL 33138 -2304 Contractor(s) URIBE CONSTRUCTION Phone 305/898 -1889 Primary Contractor Yes Comments: LAUNDRY ROOM AND RE -DO EXISTING (3) BATHROOMS REVISION Additional Information Perm Type: Building Alpha Four. 40000 Alpha Six: SINGLE FAM Pay Amount: 1185 Bond Retum : Alpha Two: WINDOWS, DOORS AND BATHRO( Alpha Five: RESIDENTIAL Pay Date: 5/18/2005 Pay Comments: PD CK 2174 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Revision Fee Scanning Fee Structural Fee Total: Amount $75.00 $60.00 $50.00 $185.00 Invoice Number imp - 2 - 06 - 23910 Total: Amt Due $185.00 Amt Paid $185.00 $185.00 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 08/31/2006 Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2005 -383 Phone: (305)439 -0062 1132060171780 Lot: PB: Total Square Feet: 0 Total Valuation: $ 40,000.00 Reauired Inspections Foundation Doors NEW CONSTRUCTION WINDOWS WINDOWS NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. 4 q MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Bu s ection R e / st y 6' , e Typ��'Insp'n °�` � � .. Perms _ ; �.. _.. 05 Name -cc_cr Address ` 9+ Company VK1 C.C3I • Phone # Inspection Date pro Correction Re- Insp'n Fee ❑ Tenant /Lessee Name Total Fee Now Due $ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fa • ! - .� x.8972 BUILDING a �, 7 ¢ ..• Permit No. NJ A PERMIT APPLICATION / M ter Perinit No. r FBC 2001�_� Permit Type (circle): (Building) Electrical am— $ Value of Work For this Permit l e t 000 (Continued on opposite side) .�. . .L 11.44L AL I\l11 1 0' L) Y 111 %A.ft Building Department Plumbing Owner's Natne (Fee Simple Titleholder) V I (✓ Kti P - A' t . O S Phone # Owner's Address VIZ & C ' 0 S7` City IM l kliw►1 S f l-O(b4i State C't Zip 7 '1 134 Phone # Cily PktQi c Slate -L Zip &V 2S Qualifier u cc„ . � p vl. ., Square Footage Of Work: a Submittal Fee , On d Permit Fee $ " "" ��� O ' CCF $ _�_ Notary $ Training/Education Fee $ ®' Technology Fee $ Scanning $ 'e/' r Radon $ Zoning Bond $ Code Enforcement $ 0 Mechanical Roofing Job Address (where the work is being done) tp 1 2 N c . City Miami Shores Village County . Miami -Dade Zip - 3 3 l 2 Is Building Historically Designated YES NO__� Contractor's CotnpanyName , t1� 4 -k 1 1 2 Phone# (31S ! Sig MS1 Contractor's Address Cwt . State Cettificate or Registration No. C BS® 1 Certificate of Competency No. igineer's Name (if applicable) V4 A114 A eitiM AC (cZ Phone # 3" '7 5'1 . 2 2 l Type of Work: ['Addition gAlteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: N tNJNbao S . Acv Q pd2S . At7o (,-1c1 1)2) 5 („3) (5' gip ;$ 0 Structural Plan Review. $ 5 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 01+ COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant twist promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectio hich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wil'not be ' s roved and a reinspection fee will be charged Signature NOTARY Sign: Print: My Com ssion Expires: APPLICATION APPROVED BY: chc 05/13/03 r Agent The fore ing instrument was acknowledged before me this q day of QrCl t, 20(,4y v Ida tQ \lc who is personal' awn to me or who has produced As identification and who did • n L Signature Contractor The foregoing instrument was acknowledged before ine this day of , 20 , by who is personally known to me or who has produced Rath. as identification and who did take an oath. • NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * ** * * * * * * * * ** *fit *a? * -- **************************************** * * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** ** * ** * * * * * * * * * * * ** * * * * * * ** * *** ** '*** * * * ** * * *** * * ** * * * * ** ******* * * * PER N� I 2 U 'AX FOUO NO. STATE F FLORIDA: COU OF MIAMI -DADE: THE U$IDERSIGNED hereby gives notice that improvements will be made to certain real properly, and in accordance with Chapter 713, Florida Stakes, the following inforrnatfon Is proved in this Notice of Commencement. 1 1 111111111PINITIM 111111111511/1 �td e - ant it �' ' 1• and em 2.D = -ri onoim Ah• f 3. Ow = am 1,1 i!!1 Interest in property: Name irnd address of fee simple titleholder. Sign Print Sworn diff dreM d NOTICE OF - COMMENCEMENT CODED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION • ption of pro t/add CFH 2005R0465538 OR Bit 23349 Ps 3330; (1P9) RECORDED 05/09/205 11:17 :46 HARVEY RIIVIN, CLERK OF COURT MIAMI -DADE COUNTY!. FLORIDA LAST PAGE ctor's name and address: )ttPl q Cc aSl+2uC - ? p 1600 tot.- S. tr& • �rtv�_ 12'5 5. Surrrjty: (Payment bond required by owner from contract FLORIDA. COUNT OF DADE 1 MER CERTIFY that this as a ` _ c of the Name d address: Amounit of bond $ 6. Lerui er's name and address: UN ea ow wet ivon • , r ���c T ,1 f � I L� WAIEWkAr �E � 7. Pe - • ns within the state of Florida designated by Owner upon w 'om notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name end address: Notary ublic Print Notary's Name My cot rmission expirez: C re of Owner a Y( to 1 vn 0 I er's Name me o and subscribed before me this e ® � of re,61- P&id 1 8. In a dition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Se on 713.13(1Xb), Florida Statutes. Name and address: 9. Expi date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a r Prepared by atm." `04. ' e Address: 1 Commi ion#DD323870 '' Expires: May 26, 29tRI 9j+ a �a `�� Atla lic Co., Inc. 3312.5 Miami Shores Village Building Department SECOND BUILDING CRITIQUE SHEET 1. Submit mechanical and storm shutters (French doors are not impact resistant) permit applications. 2. Provide design pressures on single door in existing BDRM. FBC 2411.3.1.4 3. Submit two sets of NOA's mullions for stacked glass for French doors with fixed glass above. FBC 1626.1 4. Jen -Weld French door NOA 02- 0109.01 does not meet design pressures. CURTIS CRAIG 5/2/05 305 - 795 -2204 0 Permit No. Page 1 of 1 5/2/05 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 05 -383 ./Y okc‘ Peovi 4.■ ArIMM re 5(0444 Miami Shores Village Building Department BUILDING CRITIQUE SHEET A 0.1 5 41 N r E W) n"A 014 ,!o �S 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ZetloS r1ac dill pick 9/,. Vie) A 62 -1)i° ,0C r;e.5 4-1, f /14 o /1 r AcLQ �S i d.rova eh) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 05 -3S Job Name Per-ea ?l cei 7zNE 91ST /e©dei 1 STRUCTURAL CRITIQUE SHEET 3/2 2./®5- de5erj17 , K . fec /i 5/20AI a , / due/ k- 4-rs Ai- df7r X14 1 W �s � G, 4 ` ( r 1 lMPAlm wi rw00 L f - d1-S Nv S 7vtw.' S Work: NEW WINDOWS AND DOORS, RE -DO EXISTING (3) BATHROOMS s 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: The following pages were originally attached to plans with the foliowing permit # vD6 SUPERIOR TRUSS SYSTEMS, INC. 8500 NW 58 STREET MIAMI FL 33166 Project: "ADDITION" Model: "For Pereaticos Res." Block No: Lot No: Contact Site Office Name: Phone: Fax: Date Truss Date Truss 0001 05 -18 -2006 SV210 0002 05 -18 -2006 T1 0005 05-18 -2006 V8 To: "MIKE LANCINA" "ADD'N FOR PEREATICOS Deliver To: 672 N.E. 98 ST. MIAMI SHORES, FL. Deliver To Address3 Tentative Delivery Date: Material Summary Includes the following • • • •• • • • • • • • • ,. • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • ▪ FrrtLss Lj t Job No: • • • 'ale:• • a; • e:• Project 13353 • •• • • •1 :548/2006 • 13353 •• • • A¢cogrjt • • • • •. • • • • ▪ .•• $esigneE •• • JP • • • •• • : : Seestnab:: .. Quote No: of 1 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Wind: ASCE 7 -02 per FBC2004; 146 mph; Total Roof Gravity Load = 45 PSF. Floor Gravity Load = 55 PSF. Exposure C , Enclosed. Computer Program Used: MiTek 20/20. Pages or sheets covered by this seal from: 0001 thru 0005 Total: 5 drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. Chapter 23 of - -_ he_Florida_Building - Code. This signed and sealed index sheet indicates acceptance of my professional engineering responsibility solely for the truss design drawings listed below. The suitability and use of each truss component for any particular building is the responsibility of the building designer, per TPI 2002. OSCAR CORRAL P.E. STATE OF FLORIDA REG. NO 12467 - 8500 NW 58 ST, MIAMI, FL 33166 Date Truss Date Truss 0003 05-18-2006 V10 0004 05-18 -2006 V4 Plate Offsets (X,Y): (1:0- 1- 9,0 -0-1] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Wdefl L/d PLATES GRIP TCLL 20.0 TCDL 15.0 Plates Increase 1.25 Lumber Increase 1.25 TC 0.13 BC 0.31 Vert(LL) Vert(TL) -0.02 1 -3 -0.02 1 -3 >999 >999 360 180 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 11 Ib Job 13353 Truss SV210 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 Truss Type ROOF TRUSS REACTIONS (Ib /size) 1= 114/0- 3 -8, 3= 114/0 -3-8 Max Horz 1= 74(load case 3) Max Uplift1= 70(load case 3), 3= 95(Ioad case 3) Max Grav1= 264(load case 5), 3= 264(load case 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 42/23, 2- 3=- 89/108 BOT CHORD 1-4 =0/46, 3-4 =-46/0 �^ • •• •• • • • • • •1 • •• • • • 1 1 ci 3x6 B1 4 5.00112 2 -10 -0 2 -10 -0 5.00 1 12 2 -10 -0 2 -10-0 Qty 5 WICb./NOVA • •• •• :3 i• • • • • • • • • • • • • • • • • • • •••• • • • • • • • • • Jab RefePen6ee(•p e na q • • • • • • • t • 6.200 s Jut 13 2005 MTek Industries, Inc. Thu May 18 11:43:38 2006 Page 1 Ply 1 • 24,11 • 42 •• • • • • • • • 2x4 1 • • • • • • • • • • • • • • •• • • • • • •• • •• • • • • • • • • Scale • = 1:11.0 u? N N • • • • • • BRACING TOP CHORD Structural wood sheathing directly applied or 2 -10 -0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =10ft; TCDL= 5.0psf; BCDL= 5.0psh, Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 Ib uplift at joint 1 and 95 Ib uplift at joint 3. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 3. 6) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 0001 Plate Offsets (X,Y): [2:0-3-0,0-2-4], [3:0-4-4,0-2-01, [5:0-5-0,0-2-4] LOADING (psf) SPACING 2-0 -0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) - 0.23 3-5 >459 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.44 3 -5 >241 180 BCLL 0.0 Rep Stress [nor YES WB 0.16 Horz(TL) 0.03 3 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 41 Ib Job 13353 Truss T1 Truss Type ROOF TRUSS Qty 5 Ply 1 0002 1 2x4 11 4 x8 = 5.00 FT LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 6 SYP No.2 *Except* W1 2 X 4 SYP No.3 2 -11-0 2 -11-0 4x6 = 2 - REACTIONS (Ib /size) 3= 447/0 -4-0, 6= 393/0 -8 -0 Max Horz 6=- 158(load case 3) Max Uplift3=-357(load case 3), 6 — 300(load case 3) Max Grav3= 447(load case 1), 6= 418(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 272/0, 2- 3=- 436/230, 3- 4=0/13, 5- 6= 418/300, 1-5=-105/24 BOT CHORD 5- 7=- 60/349, 3-7=- 60/349 WEBS 2- 5=- 333/545 7 9-2-0 9-2 -0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =10ft: TCDL= 5.0psf, BCDL =5.0psf; Category ll; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Bearing atjoint(s) 6 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 Ib uplift at joint 3 and 300 Ib uplift at joint 6. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard KE N •"• :• • a334:3 • • • • • • • • • • • • • ••• • • • J:b Refe• • • • • • • enss.(.pti.naa • • • • • 6.200 s Jul 13 2005 MITek Industries, Inc. Thu May 18 11:43:38 2006 Page 1 9 -2 -0 • • • • • • � 9 -8,0 1 • . • 6_3_0 • • • • • • • • • • • • 04 • -0 • • • • • • • • • • • • Scale = 1:19.2 • • • ••. • • •• • • • •• ••• •• • • • • • • • • • • • • • • • •• • • • • • • •• • • 4x4 -0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0 -0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. Plate Offsets (X,Y): f2:0 -2- 12,0 -2 -01 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.22 BC 0.26 WB 0.09 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 Udefl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 Ib GRIP 244/190 Job 13353 Truss V10 Truss Type ROOF TRUSS Qty 1 Ply 1 • • ' • h33fi8 • • • • • • • • 0003 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND OTHERS 2 X 4 SYP No.3 5-0-0 5 -0-0 5.00 12 4x4 I I 10 -0-0 10 -0 -0 ML NCIIA • • • • • • • • • • • • ••• Jq� ReferInc$ =gptiq/ial 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Pay l T1:43:39 2006 Page 1 • • • 1 0x0 -0 • • •• • • • • ' ' • • • • • • •• • t -0:0 • • • • • • • • • • • • • • • • • • Scale 3 /4 " =1' • • • ••• • • • • • • • • •• • REACTIONS (lb /size) 1= 156/10 -0 -0, 3= 156/10 -0 -0, 4= 456/10 -0 -0 Max Upliftl=- 114(Ioad case 3), 3=- 114(load case 3), 4=- 292(load case 3) Max Grav1= 286poad case 8), 3= 286(load case 10), 4= 456(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 80/64, 2- 3= -80/64 BOT CHORD 1 -5 =0/29, 5- 11= 0/29, 6-11 =0/29, 6 -7= 0/29, 4-7= 0/29, 4-8 =0/29, 8 -9 =0/29, 9 -12 =0/29, 10- 12= 0/29, 3-10 =0/29 WEBS 2- 4=- 320/293 • • • NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =10ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 5) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 Ib uplift at joint 1, 114 Ib uplift at joint 3 and 292 Ib uplift at joint 4. 7) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live Toads. LOAD CASE(S) Standard • • ••• •• • • • • • • ---------- • " 3x4 � •------ � •-------- • ---------- ' ------ • ------ • ------- •'• � ���•----------------- •- ---------- -------- ---- - - - - -- - - -•- --- - -- 3x4 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0 -0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. Job 13353 Truss V4 Truss Type ROOF TRUSS Qty 1 Pry 1 MIKE 114Nniirk • • • • • • • • • • Jdo Refetenigkaptital : • • • .:336:• • • • • 0004 Plate Offsets (X,Y): [2:0- 2- 0,Edge) LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.06 BC 0.31 WB 0.00 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 I/defl n/a n/a n/a Lid 999 999 n/a PLATES MT20 Weight: 10 Ib GRIP 244/190 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND LOAD CASE(S) Standard 1 2-0-0 2-0-0 5.00 FIT -2x/1 REACTIONS (Ib /size) 1= 114/4 -0 -0, 3= 114/4 -0-0 Max Uplift1=- 83(Ioad case 3), 3=- 83(load case 3) Max Grav1= 264(load case 7), 3= 264(Ioad case 8) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 129/126, 2- 3=- 129/126 $OT CHORD 1 - 4= 92/107, 3-4= 92/107 2 3x4 = • • • • ••• ••• 4-0-0 4-0-0 BRACING TOP CHORD BOT CHORD .200 s J 13 2005 MIT ek Industries, n Th u ISAaT'1' t 1:43:39 2006 Page 1 . tt •• • • • • • �1. • 4_0 -0 . •• • • •• • :2 -Q0 • • • • • • • • • • • • • • Scale =1:6.5 • • • • • • • • • • • • • • ••• • • • •• • • • • • • 2x4- • • • NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =10ft; TCDL= 5.0psf, BCDL= 5.0psf, Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 Ib uplift at joint 1 and 83 Ib uplift at joint 3. 7) This truss has been designed for a moving concentrated Toad of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. Structural wood sheathing directly applied or 4-0-0 oc purlins. Rigid ceiling directly applied or 10 -0-0 oc bracing. Job 13353 Truss V8 Truss Type ROOF TRUSS Qty 1 PIy 1 MIKE LAWCIN • •• •• • • • • • • • • • Job:Referance (pptloi?): • •• • ; 1 ;353 •• �•� • • • : • 0005 Plate Offsets (X,Y): [2:0-2-0,Edqe] LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.27 BC 0.94 WB 0.00 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 I/defl n/a n/a n/a Ud 999 999 n/a PLATES MT20 Weight: 23 Ib GRIP 244/190 1 2x4 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND 4-0-0 4 -0 -0 • • ••• 404) ••. ••• ••• • • •• • • • • • • • • • • • • • • •• Scale = 1:12.9 • • • • • • • • • • • • • • • • 3x4 = • • • ••• • • 5.00 12 2 REACTIONS (Ib /size) 1= 294/8 -0 -0, 3= 294/8 -0-0 Max Uplift1= 204(Ioad case 3), 3=- 204(load case 3) Max Grav1= 364(load case 7), 3= 364(load case 8) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2= 333/313, 2 -3= 333/313 -BOT CHORD 1-4 =- 228/275, 3- 4=- 228/275 8 -0-0 8 -0 -0 •• • • • 8 -0 -0 BRACING TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2 -2 -0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =10ft; TCDL= 5.0psf, BCDL= 5.0psf, Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 Ib uplift at joint 1 and 204 Ib uplift at joint 3. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard .200 s J ul 13 2E05 Milk i i! tii•s, ln c.•Thu Mey 10.1.1 :43 :40 2006 Page 1 • •• • •• • • • • • • • •• • • • • • ••• •• 2x4 Job 13353 Truss V10 Truss Type ROOF TRUSS Qty 1 Ply 1 MU t ftl(?I JA •• • • • • • • • • • •. • Jot Refetncer • • • • • • • 3 • • • 0003 Plate Offsets (X,Y): 12:0 -2- 12,0 -2 -01 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Ina YES Code FBC2004/fP12002 CSI TC 0.22 BC 0.26 WB 0.09 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 I/defl n/a n/a n/a Lid 999 999 n/a PLATES MT20 Weight: 31 Ib GRIP 244/190 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND OTHERS 2 X 4 SYP No.3 5 -0-0 5 -0-0 5.00 12 REACTIONS (lb /size) 1= 156/10 -0 -0, 3= 156/10 -0 -0, 1 -0-0 Max Uplift1= 114(load case 3), 3= 114(load case 3), 4M292(load case 3) Max Grav1= 286(load case 8), 3= 286(load case 10), 4= 456(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 80/64, 2- 3= -80/64 BOT CHORD 1 -5= 0/29, 4-5= 0/29, 4-6= 0/29, 3-6 =0/29 WEBS 2-4=- 320/293 4x4 11 10 -0-0 10 -0-0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =10ft; TCDL= 5.0psf, BCDL= 5.0psf, Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 Ib uplift at joint 1, 114 Ib uplift at joint 3 and 292 Ib uplift at joint 4. 7) This truss has been designed for a moving concentrated load of 200.016 live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live Toads. LOAD CASE(S) Standard .zuu s J ul 13 2005 MITek Intlustries,lnc. Thu Nfay 'Id 1:43:45 2006 Page 1 • • • 10 .-0-0 • • • •• • • • • •• • it -- • • • • • • • • • • • • • • • • Scale: 3/4°=1' • • • • • • • • ••• • • • • • • •• •• • • • • • • • • • • •• • • • • • ••• •• 3x4 2x4 II 3x4 BRACING TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. FL815 Product Approval dick Here Based on evaluation of NER 478 •Approved product model numbers: 1 1 HD24 -2 HD26 HD26 -2 ;I HD26 -3 HD27112 HD27925 HD28 (HD28 -2 (HD28 -3 IHD310 H0310 -2 H0312 H0312 -2 !HD314 H0316 IHD32105 IHD3212 ! HD34 H.)36 H038 H038 -2 1D410 HD412 HD414 HD416 : 4 4 H D46 H D48 HD5112 ;051135 USP Stock No. HD17112 101714 HD1 HD17925 HD210 HD210 -2 HD210 -3 HD212 HD212 -2 HD212 -3 HD214 HD214 -2 HD214 -3 HD216 HD216 -2 HD216 -3 1 FL Approval No. FL815.1 FL815.2 FL815.3 FL815.4 FL815.5 FL815.6 FL815 7 FL815.8 FL815.9 FL815.10 FL815.11 FL815.12 FL815.13 FL815.14 FL815.15 FL815.16 FL815.17 FL815.18 FL815.19 FL815.20 FL815.21 FL815.22 FL815.23 FL815.24 FL815.25 FL815.26 FL815.27 FL815.28 FL815.29 FL815.30 FL815.31 FL815.32 FL815.33 FL815.34 FL815.35 FL815.36 FL815.37 FL815.38 FL815.39 FL815.40 FL815.41 FL815.42 FL815.43 FL815.44 FL815.45 FL815.46 FL815.47 o�tuc iural connectors 1 -800- 328 -5934 - joist.hangers, lumber connectors, from,,, Page loi. • .... • • .... •• •• • • • •• •• • • • • • • • • • • • • • • • • •••••• •- • ••••• •• .• ••••••• •••• t>i 1 Corr Building Stran ger Safer Structures. A Gill rl rauwM „•a • 2064 1 USP Stock No. HD0614 HD0616 HD066 HD068 SKH1520L SKH1520R SKIM -152GL 2 SKH1520R -2 SKH1524L SKH1524R SKH1524L -2 SKH1524R -2 SKH1620L SKH1620R SKH1624L SKH1624R SKH1720L SKH1720R SKH1724L SKH1724R SKH202QL SKH2020R SKH2O20L -2 SKH2020P, -2 SKH2O24L SKH2O24R SKH2O24L -2 SKH2O24R -2 SKH210L SKH210R SKH210L -2 SKH210R -2 SKH212L -2 SKH212R -2 SKH2320L SKH2320R SKH2320L -2 S KH2320R -2 SKH2324L SKH2324P. SKH2324L -2 S KH2324F -2 SKI-124L SKI-24R SKH2520L SKH2520R SKH2520L -2 tp:! /u'wb iJ uspconnectors.com/fl815.htm CAD Library Campa:iila: Gcides FLORIDA STATEWIDE APPROVALS. FL Approval No. FL815.92 FL815.93 FL815.94 FL815.95 FL815.96 FL815.96 FL815.97 FL815.97 FL815.98 FL815.98 FL815.99 FL815.99 FL815.100 FL815.100 FL815.101 FL815.101 FL815.102 FL815.102 FL815.103 FL815.103 FL815.104 FL815.104 FL815.105 FL815.105 FL815.106 FL815.106 FL815.107 FL815.107 FL815.108 FL815.108 FL815.109 FL815.109 FL815.110 FL815.110 FL815.111 FL815.111 FL815.112 FL815.112 FL815.113 F'L815.113 FL815.114 ,FL315.114 FL815.115 FL815.115 FL815.116 FL815.116 FL815.117 USP Stock No. THD46 TH048 THD610 TH0612 THF15112 THF15112 -2 THr 15 THF15140 -2 THF15925 THF15925 -2 THF16112 THF16112 -2 THF16140 THF16140 -2 THF16925 THE 16925 -2 THF17112 THF17112 -2 THF17140 THF17140 -2 THF17157 THF17157 -2 THF17925 THF17925 -2 THF20112 THF20112 -2 THF20140 THF20140 -2 THF20925 THF20925 -2 TH F23118 -2 THF23140 THF23140 -2 THF23160 THF23160 -2 THF23180 THF23925 THF23925 -2 THF25112 THF25112 -2 THF25130 TI- THF25140 -2 THF25160 T HF25160 -2 THF25925 THF25925 -2 • •• •• •• •••• • • • • • • • • •• • • • • • FL Approval No. FL815.145 FL815.146 FL815.147 FL815.148 FL815.149 FL815.150 FL815.151 FL815.152 FL815.153 FL815.154 FL815.155 FL815.156 FL815.157 FL815.158 FL815.159 FL815.160 FL815.161 FL815.162 FL815.163 FL815.164 FL815.165 FL815.166 FL815.16 7 FL815.168 FL815.169 FL815.170 FL815.171 FL815.172 FL815.173 FL815.174 FL815.179 FL815.180 FL815.181 FL815.182 f=L815.183 FL815.184 FL815.185 FL815.186 FL815.187 FL815.188 FL815.190 FL815.192 FL815.193 FL815.194 FL815.195 FL815.196 1 USP Stock No. THD20118 -2 TH020140 TH020140 -2 TH020160 TH020160 -2 'H420950 TH020950 -2 TH023100 TH023100 -2 TH023112 -2 TH023118 TH023118 -2 TH023120 -2 TH023140 TH023140 -2 TH023160 TH023160 -2 TH023180 T1 TH023200 TH023200 -2 TH023925 TH023925 -2 TH023950 TH023950 -2 TH025100 TH025100 -2 TH025112 TH025112 -2 TH025115 TH025115 -2 TH025118 TH025118 -2 TH025120 TH025120 -2 TH025130 TH025140 TH025140 -2 TH025142 TH025160 I TH0251 -2 i TH025180 TH025180 -2 I ( T1-1025200 TH025200 -2 TH025925 TH025925 -2 FL Approval No. FL815.248 FL815.249 FL815.250 FL815.251 FL815.252 FL81 FL815.254 FL815.255 FL815.256 FL815.258 FL815.259 FL815.260 FL815.262 FL815.263 FL815.264 FL 815.265 FL815.266 FL815.267 FL815.258 FL815.269 FL815.270 FL815.271 FL815.272 FL815.273 FL815.274 FL815.275 FL815.276 FL815.278 FL815.279 FL815.280 FL815.281 FL815.262 FL815.283 FL815.284 FL815.285 FL815.288 FL815.289 FL815.290 FL815.291 FL815.293 FL815 294 FL815.295 FL815.296 FL 815.297 FL815.298 FL815.299 FL815.300 1 (1/'752/1f1r1 • - • • • • • • • PRODUCT STEEL. CODE GAUGE SKHe6 0 • • •• • • • • • •- • .- •• • •0 • • • • • • • •: YPICAL•SKHESL INS1ALLATRJl (J NL L NUTLS f AStEhlER SCHE HEADER JOIS (6) lad I) S E'EL SHAL L- CONFORM TO AS 111 A653 S I RUC I IIRAL. (TRADE •• 13, AND A MINIMUM GAl. VA1IIZLD CUATINII [1F (160. I) .FASTENERS ARE C[IMIIIIN WIRE NAILS UNLESS [lIIIERWISE NOTED.' 1) ALLOWABLE LOADS ARE BASED UN TILE NATIONAL DF.SIGII SPECIFICAT IONS rim IMOD CONSTRUCTION 1997 EDITION FUR SIIUTIIERN YELLOW PIKE (ti= 0.55 DR BE t TER AM MOISTURE: CONTENT Or 194 OR LESS) ALL TESTS PERFORMED 114 ACC()RDANCE WIItt ASTH D1761. D ALL ()VABLE tUPLIFT1 ()ADS RAVE BEEN INCREASED BY A DURAT FACTOR jr I 33% FriR VINDLOAD CONDITION. NO F t1RTlft R INCREASE: 1S ALEOVEO. (6) 10d x E T 1 1i? KN261_ ALLOVADLE LOADS fi DOWN UPLtrT 1305 • II /A • 1 • tiler• C ipd.-rd * bn l ► j d or Jolrt tb AChleVP elleweble lends ••••a• minimum header tl•,kktrarr 01101 tw a lAchea for I6d ^61111. . • 3 • Alloreb • 119VH Toad Muted la at loo): Dur-etion or Load. • • Upllrt i Its trd NI/ had uoUf t Capacity less than tha r•rqub-ad 700 pu, nds. • 5 S10H26 s el,•wtd Right or • • JIJ�ST___ IANGER U -TYPE 10 GAUGE MENS1tNS - - -- FASrF ;NE:RS THIS 161i 1 Pla.11 t1C 1 JUl s 1 -- . — i 6d 16d (21.111E SIZE A 1; l_ T __ 1_ . _ I/ _ /_ _ 3/4- 100% UPLIFT 2 X03 1 - 9 4 1 5U 3 16 5 ___.._ .-___ —�. 5 2 320 900 i11I2_41 2 X4 3 •1 3 1/4 15/[3 3 3/4 4 2 560 • - - -- - UI126 2X6 3 1 5 1 /4 1 3 3/4 e 3 11 __ 720 1111 E1 2X0 3 1. 7 4 1 5/0 5'i—if . Id 4 1740 /35 .. iii I:36 3X6 3 1 4 3/4 2 5/6 4 3/4 El __ 3 11611 _ UI 14 6 4X6 3 1 5 1/ 1 3 5 /ii `5 - 524 1(t J 1150 N1111 SI . HAILS TIN JI11S 51 IA( L IF LUNG 1111111611 III III - DPI VE1.1 TINA 11(111 1111111 L'l_A (F. S & CI.INCI lE 0. 2. I'ENE1RATIE2 11' rns1LNI..RS 111 1ILApt_R & Jill S1 5!IALI.. III 2' f IIR 16d IIAII.S & 2 3 /Er rim 2Ut1 NA(I S. I w V 1lt_AIIF 12 .1FIIS 1 0 UI'L11= T UNITI'U STEEL 1'P0!)Ul;7'►- COMPANY no Rows DRIVE, IIUR11UI1HI 111E 56069 11AI,E' 1111 St . R I I S DDATE' 6/9/03 100% 2©00 700 1400 2 100 1400 1/5(I Approved nt crolIll)lnI with the 1 lr►l l:.i II :I: 7 ( 7 Hite_ 11118m1 I)A cl t:'onla I)Ivltlon P111011 (50/) :161 7111 WIDER 1 W. L1111 PUIJFESSII.INAi. 114c;Iwt1t2 <St taut; 1 fl t ri-aainA arc. WI. 11409 SILETI DRAVING 111 . ies# OF 2 .0, , tID0603/1 1 MIA HE STOCK NO. STEEL GAUGE DIMENSIONS (In) FASTENER SCHEDULE -_ ALLOWABLE LOADS (Ibs) Header' Joist F„ = 460 '' si F„ = 625 psi Uplift W H D qty Type Qty - Type 100% 115% 125% 100% 115% 125% 133% 160% THD 26 16 1% 5 3 a 18 16d 12 - 10d x 11/2 2430 2795 3040 2430 2795 3040 1520 1825 THD 28 16 1% 7 3 28 16d 16 - 10d x 1% 3590 3820 3965 3780 • 3965 3965 2025 2330 THD 210 _ 16 1% 9 3 38 16d 20 - 10d x 11/2 3970 4255 4445 4715 5000 5115 2535 3040 THD 26 -2 14 31 /19 5 2' /e 18 16d 12 - 10d 2450 2815 3055 2450 2815 3055 1825 2190 THD 28 -2 14 3 7 2' /e 28 16d 16 - 10d 3750 4315 1 4690 3750 4315 4690 2390 2485 THD 210 -2 14 3 9 2% 38 16d 20 - 10d 5090 5855 1 6365 5090 5855 6365 2985 3585 THD 175 14 1% 5 3 18 16d 12 - 10d x 11/2 2450 2815 3055 2450 2815 3055 1535 1845 THD 177 14 1% 6% ' 3 28 16d 16 - 10d x 1 %z 3810 4180 4335 3810 4380 4485 2050 2330 THD 179 1 14 1' /a 8 3 38 16d 20 - 10d x 11/2 4335 4625 4815 5170 5490 5680 2560 3070 THD 46 14 3% 51/2 2 18 16d 12 - 10d 2451 2815 3055 2450 2815 3055 1825 2190 THD 48 14 3 /a 7 2 28 16d 16 - 10d 3750 4315 4690 3750 4315 4690 2390 2485 THD 410 14 3a /e 9 2 38 16d 20 - 10d 5090 5855 1 6365 5090 5855 6365 2985 3585 THD 412 14 3% 11 21/4 48 16d 20 - 10d 6430 6650 6650 6430 6650 6650 2985 3585 THD 610 12 51/2 9 3 38 16d , 20 - 10d 5360 6160 ' 6700 5360 6160 6700 , 3200 3410 THD 612 12 51/2 11 3 48 16d _ 20 -10d 6770 7785 8415 6770 7785 8415 3200 3840 1 Minimum header thickness shall be 1 /, Inches. TABLE 6 -THD S • • • • •• • • • 0000 0000 • • .0.. ▪ 0..• •• • • • • • 000 • • 0 0000 O. •. • •0 • • • • ▪ 0 • 0000 • • • • •0 • • • . . • •0 • • • 0. • a • o •• m • g .•••• • `o 3 • CD o. • • z P O z m k4 4 OD Truss Span Longitud de Tramo Top Chord Temporary Lateral Brace (TCTL°B) Spadng Espadamiento del Aniostre Temporal de la Cuerda Superior Up to 30' Hasta 30 pies 10' o.c. max. 10 pies maximo 30' to 45' 30 a 45 pies 8' o.c. max. 8 pies maximo _ 45' to 60' 45 a 60 pies 6' o.c. max. 6 pies maximo 60' to 80'* 60 a 80 pies* 4' o.c. max. 4 pies maximo Materiel Height (h) Gypsum Board 12° Plywood or OSB 18° Asphalt Shl glee 2 bundles Concrete Block 8° Clay Tile 3.4 ales high p w s �c h r_tt i n. Tf .t'R'S,iMiri a' Information. • • • • 5® I'Ju I,� s I f �p l t0 •e • • ,1 • •• . - o — , GENER IL?N S • N OTA S GENERALES Trusses are not markt in•6ny wag toldefMf • LEs trusses rro° estan rnarcados de ningan modo que the frequency or location of temporary bracing. Identifique la frecuenda o Ioalizaddn de los anion Follow the recommendations for handling, (bracing) temporates. Use las recomendadones de manejo, Installing and temporary bradng of ' '- . InstalqpIrin y arricere temporal de los truces. Vea el f4➢ek4 Refer to • • •A de de Madera Connedados con •for rooter, detailed • • • • 1 ' Iacas�j ilalpara mayor infomtacidn. Truss Design Drawings m specify • • • locations • of Los dibu?os de asefio de los trusses pueden espedfimr permanent bracing on individual compression lass I tiros i dones de los arriostres mpros s pet hoja en los members. Refer to the BCS - Summary mlembros IrMividuales en compresidn. Vea la hoja l Sheet - Web Memfgr peIIDwar Brarimr BAST - B3 o�os aniostres permanentes y refuerzos de Ins Reinforcement for morstinformatlor• AM • miembros secuitdarios (webs pars mayor hiformaddn. d permanent bracing design Is T re ttibl • - .• aregtres permanentes son la responsabiltdad del of the Building Desitner. e ° r tre-I Edlfldo. •• ••• • • • • • •-• ® The consequences of Improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. El resultado de un manejo, instalacion y arriostre inadecuados, puede ser la cafda de la estructura o an peor, muertos o heridos. Banding and truss plates have sharp edges. Wear gloves when handling and safety glasses when cutting banding. Empaques y places de metal tienen bordes afilados. Use guantes y lentes protectores cuando corte los empaques. HANDLING - MANE)O Allow no more than 3" of deflec- tion for every 10' of span. El Pick up vertical bundles at the top chord. No permita mas de 3 pulgadas de pandeo por cada 10 pies de tramo. Levante de la cuerda superior los grupos verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK Q Bundles stored on the ground for one week or more should be raised by blocking • at 8' to 10' on center. Los paquetes almacenados en la tierra por una semana o mas deben ser elevados con bloques a cada 8 o 10 pies. 177 For long term storage, cover bundles to pre- 1=-1 vent moisture gain but allow for ventilation. Para almacen - amiento por mayor tiempo, cubra los paquetes para prevenlr aumento de humedad pero permita ventiladdn. I Use special care in windy weather or near power lines and airports. Spreader bar for trues bundles Check banding prior to moving bundles. Avoid lateral bending. — Evite la flexion lateral. Do not store unbraced bundles upright. 0 Do not store on uneven ground. No almacene verticalmente los trusses sueltos. No almacene en tierra desigual. ta9liului lYf.ul�'V Utilice cuidado especial en dfas ventosos o cerca de cables electricos o de aeropuertos. Revise los empaques antes de mover los paquetes de trusses Tagllne 9 u ,I ,ll Li i W* I .11 V uy HAND ERECTION — LEVANTAMIENTO A MANO f7f Trusses 20' or L1 less, support at peak. Levante del pico los trusses de 20 pies o mans. Do not lift trusses over 30' by the peak. No levante del pico los trusses de mas de 30 pies. HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS Toe-in .. Tivsses up to 20' _ Truce hasta 20 pies Tagllne Spreader bar 1/2 to 2/3 truss length TRUSSES UP TO 60' TRUSSES HASTA 60 PIES BRACING — ARRIOSTRE 6 Refer to BCSI -B2 Summary Sheet - Truss Installa- tion and Temporary Bracing for more information. Vea el resumen BCSI -B2 - Insta , .C.1 • - y Arriostre Temporal pars mayor information. ® Do not walk on unbraced trusses. No camine en trusses sueltos. Ur Locate ground braces for first truss directly Lit In line with all rows of top drord temporary lateral bradng. Coloque los arriostres de tiers pars el primer truss directamente en Tina con cada una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well ' before erection of 4Uffl additional I I -t Tyr Trusses 30' or IJ less, support at quarter points. Levante de los cuartos de tramo los trusses de 30 pies o menos. Locate Spreader bar above or attack mld -helght Tagllne Greater than 30' Mas de 30 pies Attach 10 0.0. DIM Spreader bar 2/3 to 3/4 trues length --)*- ETrusses up to 30' . Trusses hasta 30 pies HOISTING — LEVANTAMIENTO Ur Hold each truss in position with the erection equiprhent until temporary bracing is installed and IJ truss Is fastened to the bearing points. Sostenga cada truss en posiddn con la gnia haste que el arriostre temporal este instalado y el truss asegurado en los soportes. 60° or less Approx. 1/2 , truss length TRUSSES UP TO 30' TRUSSES HASTA 30 PIES /'mo fit \ \ \I \I�II��/IIII� TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIES Top Chord Temporary Lateral Bracing (TCTLB) 1 14 : BRACING l I 114 i B III BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PIANOS DE TECHO 2 This bradng method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR *Consult a RvfcasIonal Engineer for trusses longer than 60'. *Consulte a un ingeniero para trusses de mas de 60 pies. Er See BCSI -B2 for TCTLB options. L Vea el BCSI -B2 para las opciones de TCTLB. A Refer to fiCSI -B6 S umm ary t - S hee Gable End Frame Bracing. Vea el restimen SCSI -B6 - Arrlostre del truss terminal de un techo a dos aguas. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. 10' -1S max. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web members •�V�� /�� ��i;�ar '�y,';� ,, ��i�' \ fi r + Ohl � ► r i�� 10' -15' max same spadng as bottom chord lateral bracing I I L 11 0 i i 1-7f Set first five trusses with spacer pieces, then add diagonals. Repeat U process on groups of four trusses until all trusses are set. Instale los dnco prlmeros trusses con espadadores, luego los arriostres diagonales. Repita este procedimlento en grupos de cuatro trusses hasta que todos los trusses esten instalados. Diagonal braces every 10 truss spaces (20' max.) lilt: 1 o Ir Repeat diagonal braces. Repita los arriostres diagonales. Some chord and web members not shown for clarity. Diagonal braces every 10 truss spaces (20' max) Some chord and web members not shown for clarity. ik DIAGONAL BRACING IS VERY IMPORTANT ix iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! (1' II VII ••••• • BRACING FOR 3x2 AND 4x2 PARA L CF*ORIhItU$ES • • EL ARRIOSTRE PARA•TRUSSEBIDE CItiERDAS Pl 3)244F2 Maximum lateral brace spacing 10' o.c. for 3x2 chords • • 15' e.c. for Vt2 chords • ool braces p • ` , � • • • • • • 15 buss • • • waves (30' max.) • Q Refer to 3 -8 Summary Sheet - Temporary and Permanent Bracing for Parallel Chord lo i,5%6 for more information. Vea el resCmen SCSI -B7 - Arriostre temporal y permanents de The end diabbgQnal • • trusses de cuerdas brace forcan8lgver� • paralelas para mayor trusses must beplaced• Ll err� • b� � information. on vertical labs ingine• 2x4•12' I � gti• • laprpgjl • with the support over two trusses. INSTALLING - INSTALACION Q Tolerances for Out -of- Plane. — Tolerancias para Fuera -de- Plano. 1� —it' Max. Bow Max. Bow Length " Max. Bow ' E-- — emu aU� Leneth r /f Tolerances for I Out -ofof- Plumb. Tolerancias para Fuera -de- Plomada. D/50 D /50 1/4° 1/2° 3/4° 1 1 -1/4° 1 -1/2° 1 -3/4" 2° D (ft.) 1 2' 3' 4' 5' 6' T 8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION ® Do not proceed with construction until all bracing Is securely and properly in place. No proceda con la construction hasta que todos los anlostres esten colocados en forma apropiada y segura. ® Do not exceed maximum stack heights. Refer to CS B I -B4 Summary Sheet - Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea el resumen )CSI -B4 Carga de Construcdon para mayor information. ,1111 BII'A ® Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuates. Q Place loads over as many trusses as possible. Coloque las cargas sobre tantos trusses como sea posible. Q Position loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. Q Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No corte, altere o perfore ningtin miembro estructural de los trusses, a menos que este especificamente permltido en el dibujo del disefio del truss. •• B Max. 3/4° 7/8° 1 1 -1/8° 1 -1/4° 1-3/8° 1 -1/2° 1 -3/4° 2° Length 12.5' 14.6' 16.7' 18.8' 20.8' 22.9' 25.0' 29.2' 233.3' Maximum Stack Height for Materials on Trusses ALTERATIONS — ALTERACIONES ® Refer to )CSI -B5 Summary Sheet - Truss Damage. Jobsite Modifications and Installation Errors. Vea el restimen BCSI -B5 Danos de trusses. Modificaciones en la Obra v Errores de Instalacon. A Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se hen sobrecargado durante la construction o han sido alterados sin una autorizaddn previa del Fabricante de Trusses, pueden redudr o eliminar la garantfa del Fabricante de Trusses NOTE* The Truss Manufachaet and 'truss Designer must rely an the fact that the Contractor and care operator Of applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding meson practices from a competent party. The methods and procedures outlined are intended to ensure that the overall construction techniques employed wN put floor and roof trusses into ply SAFELY: These recommendations endations fa handling, fang and bracing wood trusses are based upon the oo0ective experience of leading technical personnel in the wood truss Industry, but must, due to the nature of resporsibgaka Waived, be presented only asa GUIDE for use by a qualified Building Designs or E ection/I stafatlon Contractor. It is not Intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer, the BWldlre Designer, the Ere±b n/SWallat ai Contrator or otherwise) for handling, Installing and bracing wood trusses and it does not preclude the use of other equivalent nos for bradng and providing stability for the wails and columns as may be determined by the truss Erection/Installation Contract= Thus, the Waad Truss Council of America and the Tans plate Institute expressly disclaim any responsibility for damages arising from the use, apprkation, or reltaixe on the recommendations and It&maaim. contained Wean. 711Th. WOOD TRUSS COUNCIL OF AMERICA 6300 Enterprise Lane • Madison, WI 53719 608P74 -4&49 • www.waodtruss.com TRUSS PLATE INSTITUTE 218 N. Lee St, Ste. 312 • Alexandra, VA 22314 703 /683 -1010 • www.tptnstorg 13IWARN11.a17 20050501 1a BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) kcoq Jeld -Wen, Inc. 201 Evans Road Rantoul, 1161866 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 Florida Building Code, including the High Velocity Hurricane Zone DESCRIPTION: "French View" Aluminum Clad Wood Door Sidelites APPROVAL DOCUMENT: Drawing No. W03 -86, titled 'French View' Alum Clad Wood Door Sidelites ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., dated 09/22/03, 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled 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 adve portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA and shall be available for inspection at the jobs This NOA consists of this page 1 and evi The su mined documentation was review 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 e user by the manufacturer or its distributors ding Official val document mentioned above. i &PO 5 NOA No 03- 1016.03 Expiration Date: February 19,2009 Approval Date: February 19, 2004 Page 1 ,geld -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W03 -86, titled "'French View' Alum Clad Wood Door Sidelites ", sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 3) Air Infiltration Test, per FBC, TAS 202 -94 4) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 5) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a French View Aluminum Clad Wood Door Sidelites, prepared by Stork? Twin City Testing, Test Report No. TCTCW103001, dated 08/07/03, signed and sealed by John Lee, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM-E1300-98, and Structural Analysis, prepared by Al Farooq Corporation, dated October 13, 2003, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01 - 0205.02 issued to Solutia Inc. for their "Saflex /Keepsafe Maximum" dated 05/17/01, expiring on 05/21/06 F. STATEMENTS 1. Statement letter of conformance, dated October 15, 2003, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 15, 2003, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E -1 Theodore Berman, P.E. Theodore Berman, Product Control Division NOA No 03- 1016.03 Expiration Date: February 19,2009 Approval Date: February 19, 2004 DESIGN LOAD CAPACITY - PSI EDEUTE HEIGHT FT. /IN. SIDEUIE WIDTH FT./IN. 8/8" OVERALL GLASS E CT. ( +) INT. ( -) 2/0 2/0 65.0 no 2/8 2/8 85.0 85.0 8/8 3/0 85.0 88.0 42 -3/4' 3/2 85.0 88.0 3/8 58.9 58.9 2/0 85.0 88.0 2/8 85.0 88.0 8/11 3/0 88.0 65.0 3/2 88.0 85.0 3/8 57.7 57.7 2/0 88.0 88.0 8/0 2/8 88.0 85.0 3/0 88,0 85.0 3/2 85.0 85.0 ° NOMINAL. HEIGHT FRAME NOGHT FINAL WIDTH FRAME WIDTH 6/8 79 -1/2' 2/0 24 -3/4' 8/11 82 -1/2' 2/8 30 -3/4° 8/0 95 -1/2' 3/0 3/2 38 -3/4' 38 -3/4' 3/8 42 -3/4' HEIGHTS: WIDTHS: 'FRENCH VIEW' ALUM CLAD WOOD DOOR SIDEUTES SIDEUTES GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. THESE PRODUCTS CAN BE INSTALLED AS SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF TWO OR MORE UNITS, ALSO IN COMBINATION WITH MIAMI -DADE COUNTY APPROVED PRODUCTS USING APPROVED MULLIONS IN BETWEEN. DESIGN LOAD RATING FOR SIDEUTES TO BE AS PER CHARTS SHOWN ABOVE. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST 8E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. SIUCONE DOW 895 OR 1380 g g a 3/8' OVERALL GI,AM 4° MAX HEAD CORNERS 8' MAX. SILL CORNERS 8/32 ANN. GLASS .048 PVB 007 PET SEA-STORM TYPE 8 .048 PVB 8/32 ANN. GLASS 1 /8' X 1/4' CONDENSATION TAPE 3/18" X 2 7 NAILS AT 4' FROM ENDS AND 8' 0.0. 38 3/4' MAX. SIDELIIE WIDTH 38 1/2' MAX. PANEL WIDTH 28 3/4° MAX. D.L OPO, FALSE MUNDNS r- (SURFACE APPUED) MAY 8E USED TYPICAL_PJ,EVATIONS R � AJ PT F V t _8887 OCT 16 2003 38 3/4 MAX. SIDEUTE WIDTH drowinq no. W03 -86 (sheet I of 28Y WOOD BUCK �8 X 2 NAILS AT 3" FROM ENOS & 12 04. TYPICAL ANCHORS 2 PER HEAD SEE ELEV. FOR SPACINGI TYPICAL AROHORS 3 PER SILL SEE ELEV. FOR SPACING #8 X 2 -1/2 SCREWS AT 8" FROM EWES AND 10 -1/2" 0.0. MAX, SMS 3 PER SILL ukE DEBRIDOE ITEM N0. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 18 18 17 18 19 20 21 22 23 NUMBER MO -11 MF0004 MD-07 M0 -08/08 MFD044 MFO014 MFWW018 140 -24 110 -28 M0-02 MFD088 OA-17 1470088 1470017 MF0018A CC -198 1470002 CC-195 MF0030 03899 04379 12103 1 1 2 AS RECD. 1 1/ LEAF 1/ LEAF 1/ LEAF AS RECD. 2 2 1 2 1/ IFJF 1/ LEAF AS RECD. AS RECD. AS RECD. DESCRIPTION FRAME HEAD FRAME SILL FRAME JAMB INTERIOR STOP SILL THRESHOLD 0A11 THRESHOLD OAK SILL TRIM FIXED STILE TOP RAIL BOTTOM RAIL SILL SUPPORT BLOCK GLASS STOP (IMPACT) SIDE JAMB TRIM STOPS HEAD EXTRUSION JAMB EXTRUSION TOP RAIL CLADDING BOTTOM RAIL CLADDING FIXED STILE CLADDING BOTTOM RAII. WEATHERSTRIP CARRIER PANEL CAP WITH SEAL NAILING FlN PANEL W'STRIPPINO FRAME WSTRIPP1NO, FOAM TIP MATERIAL WOOD 8083 —TB WOOD WOOD RIGID PVC WOOD WOOD WOOD WOOD PVC WOOD WOOD 8063 —T8 8083 -75 6083 —TB 6083 —TB 8083 -78 PVC PVC PVC pvc PVC MANF. /BUPPz4NB /EEMARRB JELD —WEN JELD —WEN JELD —WEN JELD —WEN JBLD —WEN JELD —WEN JELD —WEN JELD —WEN JELD —WEN JELD —WEN AMESBURY AMESSURY WOOD BUCKS NOT BY JELD —WEN, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4 TAPCI)J1$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -1/2" MIN. PENETRATION INTO WOOD THRU 18Y WOOD BUCKS INTO MASONRY OR CONC. 1 - 1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONC. 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. 4114 SM$ INTO APPROVED MULLIONS (NO SHIM SPACE) SEALANT: FRAME AND PANEL CORNERS AND INSTALLATION SCREWS, AT SILL SEALED WITH SCHNEE — MOREHEAD SMB400 SEALANT. Engn OR. HU STRUC Ili FARd00 FL O 3 18087 OCT 1 6 2003 (sheet 2 of 0 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4 MAX. SHIM 18 X 2° NAILS AT S° FROM ENDS & 12° 0.c. 0 PANE. WIDTH SIDELRE WIDTH 18 X 2 -1/2 SCREWS AT 8" FROM ENDS AND 10-1/2 O.C. MAX. PANEL WIDTH SEMITE WIDTH DADS COUNTY D M SEE SEPARATE NOA SIDELRE WIDTH TYPICAL ANCHORS SEE ELEV. FCR SPACING Ingo 8R.., HUB � � FARD00 C Ian TYPICAL ANCHORS SEE ELEV. FOR SPACIND PANEL wADTH r (1 T 1 2233 1/4° MAX. swm Cahoot 3 or 5 ) 18 CLAnI]IN1� 8083 -T8 FIXED STIL WOOD .010 18 CIAOniNQ TOP RAIL 5083 -T5 WOOD 17 CLADDINQ BOTTOM RAII 10 8083 - T5 WOOD 14 HEAD EXTRUSION 6063 -T5 1.826 .825 1.059 1.494 ® INTERIOR STOP WOOD L 4 1.188 .828 C) SILL (OAK) 1 1250 Y 838 — .88887 SIII CUPPPRT BLOCK CELLULAR PVC 1,8 .533 O NAILING FIN 21 RIGID PVC 18 JAMR FXTRUSION 8063 -T5 13 862 .582 r INTERIOR SIDE TRIM STOP WOOD .914 .703 .438 1a GLASS STOP Wood 1 .284 .078 .780 .383 19 W'STRIP CARRIER RIGID PVC O SILL THRESHOLD 5 RIGID PVC 0® FRAME HEAD /JAMB WOOD 6083 -T5 TYPICAL WOOD — PONDEROSA PINE Enpn DR.. Y UN FAR000 RA PE 9 CAN. 3638 ® PANFI W'STRIP PVC FRAME W'STRIP PVC - FOAM FOAM 1 4i k drawing no. W03 -86 (sheet 4 of 3 ) P 8 X 1 - /2• SCREW FRAME TOP CORNER FRAME BOTTOM CORNER 08 x a - 1/4• SCREWS PANFI TOP CORNER USE JET WELD 200 HOT MELT POUR BY '3M' WITH DOWELS PANEL BOTTOM CORNER STRUCTURES RA P 15869 MT 1 5 2903 t MIAMIDApE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Caradco Windows & Doors 201 Evans Road Rantoul, IL 61866 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 "French View" Aluminum Clad Wood Outswing Patio Door APPROVAL DOCUMENT: Drawing No. WO1 -41, titled " `French View' Outswing Patio Door", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 8/30/02, signed and sealed by Humayoun Farooq, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: 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 wdl 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 , oned above. V I/ The submitted documentation was reviewed by Theodore . q t ' -a MIAMI DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING i F T FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA Na 02- 1003.05 iration Date: December 05, 2007 oval Date: December 05, 2002 Page 1 Caradco Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMUITED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. WO1 -41, titled " `French View' Outswing Patio Door", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 8/30/02, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a French view outswing double door, prepared by Twin City Testing Corporation, Test Report No. TCTCW102007, dated 7/24/02, signed and sealed by Derrick Swanson, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per SFBC 3603.2 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by National Certified Testing Laboratories, Test Report No. NCTL - 210 - 2341 - 1,2,3, dated 8/7/00, signed and sealed by Barry D. Portnoy, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Al Farooq Corporation, dated 8/22/02, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CER1 1. Notice of Acceptance No. 01- 0206.22 issued to Cardinal LG for "Cradinal Sea Storm Type B" dated 4/5/01, expiring on 12/30/02. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 02- 10033.05 Expiration Date: December 05, 2007 Approval Date: December 05, 2002 Caradco Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) E. STATEMENTS 1. Statement letter of conformance, dated 8/14/02, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 8/30/02, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. NCTL 210 - 2341 - 1,2,3, issued by National Certified Testing Laboratories, dated 8/8/00, signed and sealed by Barry D. Portnoy, P.E. F. OTHER 1. Letter from Pistorino & Alam Consulting Engineers, Inc. E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 02- 1003.05 Expiration Date: December 05, 2007 Approval Date: December 05, 2002 DESIGN LOAD CAPACITY - PSF SINGLE OR DUAL LEAF 000RS DOOR HEIGHT FT. /N. DOOR WIDTH FT./IN. 5/16" OVERALL GLASS 3/8 OVERALL GLASS X (DOOR) XX (DOOR) EXT. ( +) INT. (-) EXT. ( +) NT. (-) 6/8 2/0 4/0 65.0 65.0 65.0 68.0 2/6 8/0 68.0 65.0 85.0 85.0 2/5 5/4 - 84.1 64.1 85.0 65.0 3/0 6/0 50.2 50.2 65.0 65.0 3/2 8/4 43.7 43.7 85.0 65.0 6/11 2/0 4/0 65.0 65.0 85.0 66.0 2/6 5/0 65.0 65.0 65.0 65.0 2/8 5/4 65.0 85.0 65.0 88.0 3/0 6/0 48.2 48.2 65.0 85.0 3/2 6/4 42.0 42.0 68.0 85.0 8/0 2/0 4/0 85.0 65.0 65.0 85.0 2/8 " 5/0 65.0 65.0 65.0 65.0 2/6 5/4 80.8 60.8 65.0 65.0 3/0 6/0 44.2 44.2 85.0 65.0 3/2 8/4 37.2 37.2 61.8 61.9 NOMINAL HEIGHT FRAME HEIGHT NOMINAL MOTH FRAME WIDTH 8/8 79 -1/2' 2/0 (X) 24 -3/4' 8 /11 82 -1/2' 2/8 (X) 30 -3/4" 0/0 95 -1/2' 2/8 ( 32 -3/4' 3/0 (X) 38 -3/4' 3/2 (X) 38 -3/4' 4/0 (XX) 47 -1/2' 3/0 (66) 89_1/2" 5/6 (XX) 83 -1/2' 8/0 (XX) 71 -1/2" 6/4 (XX) 78 -1/2° g SILICONE O 1380 27 1/2' MAX. D.L OPG. 38 1/2' MAX. WIDTH 38 7/8' MAX. DOOR WIDTH FALSE MUNTNS (SURFACE APPUED) MAY BE USED TYPICAL ELEVATION$ 1/8 ANN. CLASS 5/32' ANN. GLASS .045 MS .007 PET .045 RR 1/8' ANN. CUSS SILICONE DOW 995 OR 1350 3/16" X 2" T NAILS AT 2 FROM ENDS AND 8 0.0. SILICONE DCW 995 OR 1380 /18" OVERALL GLASS $/6" OVERALL. GLASR CLUSTER OF ANCHORS SEE SHT. 2 'SEA -STORM IMPACT GLASS' BY 'CARDINAL LG LARGE MISSILE IMPACT RESISTANT CLUSTER OF ANCHORS SEE SHT. 2 75 1/2 MAX. DOOR WI la TESTED UNIT .045 WB .007 PET .045 P46 5/32 ANN. GLASS SIUCONE DOW 995 OR 1350 27 1/2" MAX. D.L. OPG. 36 1/2" MAX. LEAF WIDTH 3/18 X 2 T NAILS AT 2" FROM ENDS AND 8' 0.0. ANCHOR AT HINGES 6 HEIGHTS: WIDTHS: 'FRENCH VIEW' OUT'SWING PATIO DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS, SEE CHART ABOVE FOR CAPACITY. DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. 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. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL Mgr: 08. HUMAYOUN FA COO SIRUVIURES FLA. PE 1 16557 T % �.� NOM ➢�9L %xW x.; ra • k 1 0 S drawing no. W01 -41 (sh eet 1 of 5 TYPICAL ANCHORS CLUSTER OF 4 AT MTG. STILE THRU HEAD BOLT WOOD Hl23Y KEEPER PLATE ® 8 X 1 -1 /2• NAILS AT 3" FROM ENDS & 12" 0.C. 10 WOOD BUCKS NOT BY CARADCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. _ p -1.750 , 7 DO �� T 1.*- 4-.710 6.000 HEAD SHOOT BOLT KEEPER PLATE SILL SHOOT BOLT KFEPFR PLATE MEM NO. 1 2 3 4 6 6 7 8 9 10 .1 12 13 14 1 5 18 17 18 19 20 21 22 23 24 25 28 29 NUMBER MD-11 MFD004 MD-07 MD -05/08 MF0044 MFD014 MND094 MD-03 MD-02 MD-03 CA-17 MF0017 MFD015A MFD003 MF0009 OE20322 MED030 03599 PP1144 03595 12103 MF0006 QTY 1 1 2 AS READ. 1 /LEAF 1/ LEAF 1/ LEAF 1/ LEAF AS REOD. 1 2 1 AS READ. 1/ LEAP 1/ LEAF AS READ. AS READ. AS READ. AS RECD. DESCRIPTION FRAME HEAD FRAME SILL FRAYS JAMB INTERIOR STOP SILL THRESHOLD COX THRESHOLD SILL KEEPER HINGE STILE TOP RAIL BOTTOM RAIL LOCK STT E GLASS STOP (IMPACT) HEAD DQRUSION JAMB EXTRUSION ALUMINUM ASTRAGAL ASTRAGAL. KEEPER FOAM FILLED COMPRESSION W'STRIPPING BOTTOM RAIL WEATHERSTRIP CARRIER PANEL CAP WITH SEAL DOOR W'STRIPPINO. FLEXIBLE LEAF ASTRAGAL. W'STRIPPINO FRAME W'STRIPPING, FOAM TIP MATERIAL WOOD 6083 -75 WOOD WOOD RIGID PVC WOOD 8063 -T8 WOOD WOOD WOOD WOOD WOOD 8063 -T5 6053 -75 8063 -T5 STEEL. VINYL PVC PVC PVC PVC PVC 4" HINGES I BRASS SHOOT BOLT KEEPER NYLON SHOOT BOLT STRIKE YANF./SUPPLIES /REMARJS CARADCO CARADCO CARADCO CARADCO CARADCO CARADCO CARADCO CARADCO CARADCO 0 -LON AMESBJRY FLEXIBLE LEAF AMESBURY LAWRENCE BROTHERS AT SILL AT HEAD TYPICAL ANCHORS; SEE EJEV. FOR SPACING 3/18" TAPCON$ INTO ZBY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO MASONRY LOC,S; ACTIVE LEAF 3 POINT LOCKING MECHANISM BY 'ASHLAND' WITH 1 THROW HARDENED STEEL SHOOT BOLTS AT TOP & BOTTOM OF LEAF AND 1" THROW HARDENED DEAD BOLT AT 36" FROM BOTTOM IN— ACTIVE I FAF 2 POINT LOCKING MECHANISM BY 'ASHLAND' WITH 1 THROW HARDENED STEEL SHOOT BOLTS AT TOP & BOTTOM OF LEAF. HINGES; 4 X 4 HINGE 3 PER LEAF UPTO 6/11 HIGH DOORS, EQUALLY SPACED 4 PER LEAF OVER 6/11 HIGH DOORS, EQUALLY SPACED LOCATION; ONE LEVER HANDLE AT ACTIVE LOCK STILE 38" FROM BOTTOM. ONE LEVER HANDLE AT INACTIVE LOCK STILE 38 FROM BOTTOM. 'fin r9t. u FAR000 FRAME AND LEAF CORNERS INSTALLATION SCREWS AT PUD 7 SILL SEALED WITH SCHNEE— MOREHEAD SM8400 SEALANT. monowoes WfismiDada B • 1 9hoet drawing no. W01 -41 k 1 W TAPCDN PER HINGE ENGAOPSi BLDG STRUCTURE SEE NOTE 1 HINGE DETAIL, SHEET 4 (3) HADES UPTD 6/11 maw DOORS 14) HINGES OVER 6/11 HIGH DOORS FUSE EQUAL NO, OF ANCHORS ON LOCK SIDE JAMS) 1/4' MAX. SHIM # 8 X 1 - 1/2° NAILS AT S' FROM ENDS & 12° O.C. 10/ LEAF UPTO 8/11 HIGH D00RS 12/ LEAF OVER 8/11 H1014 D00RS SHIN esaot*tgvdl4tp pr- 81<am DAd®, ; , net a 2.184 .678 4.683 FRAMF HEAD /JAMB W000 1.219 HEAD FXTRUSION 6063 -T8 13811.252 ...C3 RI010 PVC .533 760 THRESHOLD WOOD 1.672 1.000 .082 1.916 --I T JAMS EXTRUSION 6063-15 GI ASS STOP- IMPACT nnOR WOOD 1.750 HFAJ KFFPFR .809 O ( 1.719 SII KFFPFR 8063 -78 SILL THRESHOLD 91010 PVC .5111 8063 -T6 .070 CI ADDING HINRF gnl F 6063-75 WOOD 070 CLADDING 8083 -T8 TOP RAIL WOOD .080 CI AIIINQ 6063 -78 JECOM-11.6,tL WOOD .070 .333 1.719 4.778 4.760 L.- .489 cLAnnINQ I OCK 519 F 6083-75 WOOD 4.188 ALUMINUM ASTRAGAL 6083 -78 - ,158 .040 .040 - .. 1.358 5T. STEEL 4 X 4 MIME BRASS, .007 THICK STAINLESS STEEL OPTIONAL MINOE INSTAL L ATI0H 9CREW9 TO PANEL: (4) #10 x 1 -8 /8' W.S. TO FRAME (3) #10 x r W.S. (1) 3/18' TAPCON ENGAGING STRUCTURE USE LOWEST HOLE 0 BOTTOM HINGE & TOPMOST HOLE ® TOP HINGE ' FOR 00095 UPTO 6/11 HIGH USING 3 HINGES PER LEAF USE (2) TAPCONS ON EACH HINGE TYPICAL WOOD — PONDEROSA PINE E DR. HUSAYOUN FAR0110 STRUCTURES MA. PE O 18887 2 1 2002 FLEXIBLE LEAF RIGID BASE FLEXIBLE LEAF ,880 .872 ASTRAGAL W'STRIP PVC RUI R W'STRIP PVC .123 900 FOAM 1 FRAME W'STRIP PVC -FOAM .338 drawing no. W01 -41 (sheet 4of 5 ) B X 1 -1/2' SCREW FRAME TOP CORNER FRAME BOTTOM CORNER #6 x 2 -1/4' SCREWS 3' X 1/2' WOOD DOWEL USE JET WELD 200 HOT MELT POUR BY '3M' WITH DOWELS PANEL BOTTOM CORNER drawing no. W01 -41 (sheet $ of B tots - rnun - inmvu .7LUULLl 1 l • t • • 1 •• • •.• Mi BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 67d, i3P TRACO Security windows & Doors, Inc. •5100 NW 72 Ave. Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The dooumentation stibmmitted has been reviewed by the BCCO and acceptant by the Building Code and Product Review Committee (BCPRC) to be used in Miami Dade County and other areas where allowed by the Authority Raving Jurisdiction (ABJ). This NOA shall not be valid after the expiration date srated below. The BCCO (In Msanti Dade County) and/or the AH1 (in areas other than Miami Dade County) serve the right to have this produot or material tested for quality assurance purposes. If this product or materiel fails to perform in the accepted manner, the manufacturer will incur the expense of such tasting and the AH1 may immediately revoke, modify, or suspend the usa of such product or material within their jurisdiction. BCPRC reserves tine right to revoke this acceptance, If it is determined by BCCO that this product or material fails to meat the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Cade. DESCRIPTIONr Alumbenm Tube Mullion (No Rdnfnrs anent) - APPROVAL DOCUMENT: Drawing No.11295 USA, Sheets I through 3 of 3, titled "Aluminum Tube Mullions, prepared, signed and sealed by Bumayoun Farooq, P.E., dated 12/11/01, bearing the Miami Dade County Product Control Renewal stamp with the NOA number and expiration date by the Miami-Dade County Product Control Division. Missruc IMPACT RATING: Large Missile. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dada County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled 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 literature. If airy portion of the NOA is displayed, then it shall the expiration date may be displa be done in its entirety. INSPECTION: A copy ofit and shall be available for in This NOA renews NOA 14o. 9 The submitted documentatk a 9'S 57 /� � ♦ tt Mgt - 1�II - E COUNTY. FLORIDA METRO -DADE FLAMER aUILDING 140 WEST FLAGLER STREET, S11t1'E 1603 MIAMI. FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375-2909 be providedtothhe user by the manufacturer or its distributors at the request of the Building Official. of ibis page 1 as well as approval document mentioned above. I - Rodriguez. NOA No 01- 1215.01 IE4plration Date: January 2, 2007 Approval Date: Jewelry 2002 Page 1 • • ► -15 10:00 rnuri rrVAwv btuutfri T Manisa Pan American ACCEPTANCE No.: 01-1214.04 APPROVED: February 7, 2002 EXPIRES: February 1.2007 NOTIa OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews Notice of Acceptance (NOA) No. 00- 0501.16, which was issued on June 29, 2000. It renews the approval of a structural clipped mullion system, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami Dade County, for the locations where the pressure requirements, as determined by SPEC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The PA-8 (1" x) Aluminum Mullion with Steel Reinforcement and its components shall be constructed in strict compliance with the following document: Drawing No PA2- DET.DXF, Sheets 1 through 5 of 5, titled "Mullion," prepared by manufacturer, dated 01/10/96, revised on 12110 /01, signed and sealed by William M. Myers., P.E„ bearing the Miami Dade County Product Control, renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies only to structural mullions to be installed vertically or horizontally, used with windows with a current Notice of Acceptance and installed as shown in approved drawings 4, ... INSTALLATION 4.1 The structural clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will reouire a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement "Miami-Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following 6.1.1 This Notice of Acceptance • " 6.12 Duplicate copies of the approved drawings as identified in Secdon 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.13 Any other documents required by the Building Official or the South Florida Building Code (SPBC) in order to properly - evaluate the installation of this system. 2 .50M3=310M 1 rbai' u Raul Rodriguez, Chief Product Control Division ALUMINUM TUBE MULLIONS GC! -R QM/PM. 72R -.T. 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UMMEMMUMMERSOMUMNI • o® EN um - per 90 42 94 60 70 00 112 L00 1 111.11111MI UIPMO STAIII1•M .111111a>r ►4111r_M IrMitairoOMONIMISSIIPPZ rir12111rN •4■ MINWIMIrr__ 10I f-arr- iP'rjnij■■ ttit U/ i inizarsAirmumossimiu MWARONV INFAIM ■ uaFi>, ANWAVAMMUISIMMOCON MINI■EMMEM■■ ,■■■■■■►i I;r• OQ Ca '4 Ina 0422 22222. 21.242229 is 22204.22 00 1236 5731 27 AVE W16L11, FLcm3& 33174 , TEL son) ZW -2109 FAE. 120) 702 -92713 nnl ri mmliftf ncr T 1AAGO SIT P NDQ111S Li DDDR55VC. 6100 N.W. 72 AVE. 6926 FL 33100 10 501 -0500 r..moneCrY1GI0 .\ • • • • 1 TTunnuc nn tt -unFW aft:PM bM . -- GL -i31A �. • • ANCHORS lVP —.tes r ary —U41 -- ANCHCIRS TYPE PRODUCT HENBWED enoeerncec,w., of —tW Col droning no, 14195— OSA c c e C c c M I A M 1•DADE • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 6 . N q6 5-- 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 Jeld -Wen, Inc. 201 Evans Road Rantoul, IL 61866 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series ` Tradition Plus" Aluminum Clad Wood Awning Window APPROVAL DOCUMENT: Drawing No. W03 -99, dated 11/07/03, titled "Tradition Plus Alum Clad Wood Awning WDW." Sheets 1 through 4 of 4, prepared by Al Farooq Corporation, signed and sealed by Huniayoun 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted 'i , A , ;� = ;'ewed by Theodore Berman, P.E. NOA No 03- 1204.03 Expiration Date: January 29, 2009 Approval Date: January 29,2004 Page 1 ,IeId -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 - 99, dated 11/07/03, titled "Tradition Plus Alum Clad Wood Awning WDW." Sheets 1 through 4 of 4, prepared by Al-Farooq Corporation, 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 along with installation diagram of an Aluminum Clad Wood Awning Window prepared by Stork 0 Twin City Testing, Report No. STCT - 180 -6423, dated 09/09/02, signed and sealed by Derrick Swanson, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, prepared by Al- Farooq Corporation, dated 10/30/03, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of acceptance No. 03- 0417.01 issued to Cardinal LG for `Laminated Glass Cardinal Sea -Storm Type B" dated 05/15/03 with expiration date on 12/30/07. F. STATEMENTS 1. Statement letter of conformance, dated 10/29/03, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 10/29/03, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with Florida Building Code (FBC). E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1204.03 Expiration Date: January 29, 2009 Approval Date: January 29, 2004 WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. TRADITION PLUS ALUM CLAD WOOD AWNING WINDOW THESE PRODUCTS CAN BE INSTALLED AS SINGLE UNITS, ALSO IN COMBINATION WITH MIAMI —DADE COUNTY APPROVED PRODUCTS USING APPROVED MULLIONS IN BETWEEN. DESIGN LOAD RATING FOR WINDOWS TO BE AS PER CHARTS SHOWN ABOVE. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF 111E 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 4" MAX . HEAD /SILL CORNERS TYPICAL ELEVATION TEM!) MIT SURFACE APPLIED FALSE MUNTINS OPTIONAL MAXIMUM DESIGN LOAD RATING n + 66.0 PSF (FOR SIZES SHOWN OR SMALLER) — 75,0 PSF Engr. F t PE 1357 OCT 2 0 2003 gio h (sheet 1 of 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING SIUCONE DOW 1350 1BY OR 28Y WOOD BUCK GLAZING DST TYPICAL ANCHORS SEE ELEVS. FOR SPACING 5/32° ANN. GLASS .045 PVB .007 PET SEA - STORM TYPE B /-.045 PVB 5/32 ANN. GLASS 1/8 X 1/4 CONDENSATION TAPE 3/18 X 1 -1/2° T NAILS OR 1 -1/4° BRAD NAILS AT 4° FROM ENDS AND S° O.O. METAL STRUCTURES (STEEL OR ALUM. 1/8° MIN. THICK) STEEL : Fy v 38 BSI MIN. ALUMINUM : 8053 -T9 MIN. WOOD BUCKS NOT BY JELD —WEN, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4° TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3 /B MIN. PENETRATION INTO WOOD THRU 1 BY WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4° MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONC. 1 -1/4° MIN. EMBED INTO MASONRY OR CONC, #14 SM$ INTO APPROVED MULLIONS (NO SHIM SPACE) reer ErOn P RUQt FIA. PE 381 _838 887 CAN. OCT 202 drawing no. W03 -99 28Y WOOD BUCK 1/4° MAX. EXTERIOR WINDOW WIDTH ITEM 6 PART NO. PM. DESCRIPTION MATERIAL MANP. /BOPPLIER/SSMARHS 1 CA- 258/280 4 FRAME HELD/SILL/JAMB WOOD JELD -WEN 2 CC -182 4 FRAME NOSING 8083 -T8 - 3 CA-255 1 HEAD STOP WOOD JELD -WEN 4 CA- 281/282 AS RECD. X-JAMB (OPTIONAL) WOOD JELD -WEN 5 CA-253/254 2 SIDE STOP 9000 JELD -WEN 8 CA -258 1 SILL COVER 'A' WOOD JELD -WEN 7 OA -258 1 SILL COVER '8' WOOD JELD -WEN 8 CA- 250/251 4 VENT WOOD JELD -WEN 8 - 4 VENT COVER 3103 -1418 - 10 CA- 287/258 4 GLASS STOP WOOD JELD -WEN 11 - - - JELD -WEN 12 04783 AS REOD. VENT WISTRIPPINO POLYPROPYLENE PLASTID PROFILES 13 03334 - BULB W'SIWPPINO PVC AMESBURY 14 - - - - - 15 - - - - - 18 - 2/ VENT KEEPERS AT LOCK LOCATIONS STEEL AT VENT 17 - 1/ VENT DUAL ARM ROTO -GEAR OPERATOR SYSTEM - TRUTH 18 - 2/ VENT SERIES 14. 2SAR HINGES STEEL TRUTH 19 - 1 CONCEALED E(IER1.CCIONG SNUBBER - TRUTH, AT MIDSPAN 21 3/18" X 1 -1/2' AS RECD. 'T NAILS - AT 4° FROM ENDS & 8° O.C. 1 /4° MAX. SHIM 1BY WOOD BUCK v TYPICAL ANCHORS • FATE ELEV. FOR SPACING drawing no. W03 -99 .6E5 375 6138 2.122 FRAME NOSING 2.015 2244 1.993 .050 HEAD STOP .375 .563 SIDE STOP ^.206 .019 I 1 -.358 VENT COVER .967 .469 1156 2.094 2,063 .704 1.469 h=-- 1907 --d !�1 HEAD /SILL/JAMB .563 .703 501 1382 2.000 X -JAMB .702 GLASS STOP 317 341 l- 12 VENT WEATHERSTRIP BULB WEATHERSTRIP 603 SASH AND OTHER W000 COMPONENTS TO BE WHITE PINE OR PONDEROSA PINE. 3/18' X 1 -1/8' APLES 2 PER CORNER rp ,,, FRAME CORNERS SEALED WITH DOW CORNING 1199 SIUCONE. FRAME NOSING CORNER YENT CORNER FRAME CORNER a4/11 fie WVMMierriMr SIRUCNR68' FLA. PE t&1 OCT 2 0 2003 011 CORNER LOCK 1/e X 1 - 5/8' - STAPLES 4 PER CORNER rr t!� 0 .b. drawing no. W03 -99 sheet 409 4 ) 2.094 .496 .444 911 SILL COVER 'A' .563 .688 F- .791 SILL COVER 'B' a MIA M►OADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. 201 Evans Road Rantoul, IL 61866 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 Mang 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 "Tradition Plus" Aluminum Clad Wood Fixed Window APPROVAL DOCUMENT: Drawing No. W03 -87, titled "Tradition Plus Alum Clad Wood Fixed WDW", sheets 1 through 4 of 4, dated 09/23/03, prepared by AL- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer`s name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman P.E. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2408 NOA No 03- 1028.01 Expiration Date: January 01, 2009 Approval Date: January 01, 2004 Page 1 ld -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -87, titled "Tradition Plus Alum Clad Wood Fixed WDW", sheets 1 through 4 of 4, dated 09/23/03, prepared by AL- Farooq Corporation, 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 aluminum clad fixed window configuration, prepared by Stork Twin City Testing Corporation, Test Report No. TCTCW - 180 -6512 dated 08/07/03, signed and sealed by John D. Lee, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by manufacturer, dated 10/13/03, signed and sealed by Humayoun Farooq, P.E. 2. Complies with ASTM E1300 -98. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIJi1CATIONS 1. Notice of Acceptance No. 03- 0417.01 issued to Cardinal LG., for "Laminated Glass Cardinal Sea -Storm Type B." dated 05/15/03, expiring on 12/30/07. F. STATEMENTS 1. Statement letter of conformance, dated 10/13103, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 10/10/03, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-1028.01 Expiration Date: January 01, 2009 Approval Date: January 01, 2004 MIAMIDADE 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 Jeld -Wen, Inc. 201 Evans Road Rantoul, IL 61866 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 `Tradition Plus" Aluminum Clad Wood Fixed Window APPROVAL DOCUMENT: Drawing No. W03 -87, titled `Tradition Plus Alum Clad Wood Fixed WDW", sheets 1 through 4 of 4, dated 09/23/03, prepared by AL Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 1028.01 Expiration Date: January 01, 2009 Approval Date: January 01, 2004 Page 1 ) /SILL CORNERS II I' II 1 11 d II II 14 ii y i. I .i if I I I ii I I N II I H - i 9 3/8 MAX. IYP. 4_-4 HEAD /SILL 57 7/8 D.L GPO. 1 N t gg G6 a � U cr eltea g ' &z 6 drawing no. W03 -87 DESIGN LOAD CAPAI F WINDOW OIYENS1ONS WIDTH 35° 40° 48° 58' 60 84 72° 38' 40' 48' 58' 60' 64 72" 36 40' 45 s 8 ° 80' 64' 36' 40 49' 58 38' 40' 48 38' 40 48 36 40 48 HEIGHT 80' 64 72° 78' 84 ° . 90° 96 lir LAM. Mel. GIASO EXT. T. ( -) 64.0 86.0 88.0 68,0 88.0 66 66 86 88 06 88 68 75.0 88 64.2 • 68.0 68.0 06.0 68.0 66.0 84.2 88.0 68.0 68.0 65.4 68.0 68.0 88.0 88.0 66.0 68.0 68.0 68.0 882 75.0 75.0 78.0 75.0 76.0 78.0 69.1 75.0 75.0 75.0 75.0 71.8 64.2 75.0 75.0 70.0 73.9 69.1 84.2 75.0 75.0 75.0 89.1 75.0 75.0 75.0 75.0 75.0 71.8 75.0 75.0 71.3 0 AL D P C 1 WOOD ! D WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. THESE PRODUCTS CAN BE INSTALLED AS SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF TWO OR MORE UNITS, ALSO IN COMBINATION WITH MIAMI -DADE COUNTY APPROVED PRODUCTS USING APPROVED MULLIONS IN BETWEEN. DESIGN LOAD RATING FOR WINDOWS TO BE AS PER CHARTS SHOWN ABOVE. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LASTED, 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. SILICONE DOW 1350 11 GLAZING DETAIL 4 MAX 1/4 ANN. GLASS ,045 PNBBIt .007 PET SEA-STORM TYPE B r, 045 PVB I 1/4 ANN. GLASS 1/8 X t 4 COND TION TAPE SURFACE APPLIED MUNTINS OPTIONAL? . 3/18° X 1 -1/2° T NAILS AT 4 FROM ENDS AND 5 O.C. TYPICAL ELEVATION 7EsTBD WET +iprs - Slw Y AAN.OQ STRucIURES I N. d 8657 ° eAt:91 Y0'"1( OCT t52003 Alto sheet 1 of 4 #8X2 "NAILS AT 3" FROM ENDS & 12' O.C. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 2BY WOOD BUCK L J TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS NOT BY JEW—WEN, MUST SUSTAIN LOADS! IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY WOOD BUCKS 1P410 MASONRY OR CONC. 1 -1/4 MIN. EMBED INTO MASONRY OR CONC. DIRECTLY tNTO MASONRY OR CONC. 1 —t /4 MIN. EMBED IMO MASONRY OR CONC. 414 SM$ INTO APPROVED MULLIONS (NO SHIM SPACE) Poign >YR.. HUMAYON a'ARGOO PIA PE SSS OCT 1 b 2003 g drawing no. W03 -87 1 id! (sheet 2 of 4 ) 2BY WOOD BUCK v a • TYPICAL ANCHORS c SEE ELEV. FOR SPACING'\ gtMel VENT WE1TH WINDOW WIDTH 1/4' MAX. SHIN DADE COUNTY APPR'D MUWON SEE SEPARATE NOA EXTERIOR D.4 OPO. WINDOW WIDTH ITEM PAW NO. RBQD. DEScRIFIWN MAT55183. HAND. /SUPPLDB/BmR89 1 CA- 288/280 4 FRAME RFAD /s1LL/JANB WOOD JELD -WEN 2 CC -182 4 PMIE NOSWD 8083 -T5 - 3 CA- 283/184 4 VENT STOP 5000 JF.0 -WEN 4 CA- 281/282 AS R000. E-IA 8 (OPTIONAL) 5000 JELD -WEN 5 CA-2110/231 PEN 4 T 5000 JE1.2 -WEN 8 - 4 SENT COYER - - 7 05-12 4 SPACER 81.005 5000 JELA -WEN 8 G- 288/288 4 GLASS STOP 5000 J0.0 -WEN 8 - AS REDO BRACKET NYLON AT 10' 0.0. MAX. 10 04783 AS REV. SEAT W'SIWPP1N0 POLYPROPYLENE PdASf10 PROFILES 11 03324 AS REOD. BULB 8T3TRPPINO PVC ANE98URY 12 AS 5000. 3/18' 11 1 -I/2' T 5558 - AT 4' FROM ENDS & 8' O.C. MAX. 13 2/ BRACKET #8 X 3/4' BRACKET 508089 - - 1ST WOOD BUCK TYPICAL ANCHORS 1' SEE ELEV. FOR SPACING OCT 1 6 2003 drawing no. W03 -87 .344 FRAME NOSING 237 1.138 .394 432 SPACER BLOCK 2094 --q d I �7 82 VENT STOP .718 GLASS STOP .784 I -1 1907 --0.I Q HEAD /SILL/JAMB .501 2A00 X —JAMB BULB WEATHERSTRIP 0 VENT WEATHERSTRIP SASH AND OTHER WOOD COMPONENTS TO BE WHITE PINE OR PONDEROSA PINE. VENT CORNER •xmro aarVl FRAME NOSING CORNER 3/16 X 1 -1/8° STAPLES 2 PER CORNER FRAME CORNER FRAME AND VENT CORNERS SEALED WRH BUTYL TAPE SEALANT. M BU CAULK USED IN BETWEEN ALUMINUM/WOOD.JOINTS. J D'. A UC1URZB 9TR .pLk PEA 13287 CAN. OCT 162003 1/2'' X 1 -8/8 —STAPLES 4 PER CORNER L 8 8 SCREWS 0 LL 0 U 8 shoat 4 of 4 MIAM FDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. 201 Evans Rd. Rantoul, IL 61866 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 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 AEI (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purses. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Tradition Plus" Aluminum Clad Wood Casement Window. APPROVAL DOCUMENT: Drawing No.W03 -93, titled `Tradition Plus Alum Clad Wood. Casement", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 10/15/03, 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 -Dale 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 taie a ' as well as approval document mentioned above. The submitted documentation ed by i ' ore Berman, P.E. NOA No 03- 1204.02 Expiration Date: March 04, 2009 Approval Date: March 04, 2004 Page 1 JeId -Wen. Inc. NOTICE OF ACCEY1ANCE: EVIDENCE SUBMrrTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W03 -93, titled `Tradition Plus Alum Clad Wood Casement', sheets 1 through 4 of 4, prepared by Al- Farooq Corporation, dated 10/15/03, 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 a Tradition Plus Casement Window, prepared by Stork Twin City Testing Corporation, Test Report No. TCTCWI03005, dated 09/26/03, signed and sealed by John Lee, P.E. A. CALCULATIONS 1. Anchor Calculations, ASTM 21300-98, and structural analysis, dated 10/14103, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). B. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03 - 0417.01 issued to Cardinal L.G. for their "Laminated Glass Cardinal Sea -Storm Type B" dated 05/15/03, expiring on 12/30/07. E. STATEMENTS and seated by 1. Statement letter of conformance, dated October 14, 2003, signed Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 14, 2003, signed and sealed by Humayoun Farooq, P.E. F. QUALITY ASSURANCE 1. Miami Dade County Building Code Compliance Office. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) E -1 Theodore Berman, P.E. Deputy Director, Product Control Divion - NOA No 03- 120402 Expiration Date: March 04, 2009 Approval Date: March 04, 2004 0251 N LOAD CAPACITY - 58F WINDOW D1N8. 0 /18' LAM. ANN. MASS VIDIN 021 5T EAT. (4.) lot ( -) 00.0 80.0 06.0 80.0 32• 60.0 800 Is ( 88.0 SOA 88.0 800 88.0 80.0 88.0 130.0 08.0 800 68.0 80.0 is 680 80.0 00.0 80.0 08.0 80.0 08.0 800 68.0 BOA 66.0 80.0 Is E 88.0 80.0 88.0 80.0 88.0 80.0 88.0 80.0 68.0 80.0 48' 88.0 800 is ( 68.0 80.0 88.0 80.0 88.0 BOA 80.0 60.0 88.0 80.0 80' 88.0 80.0 Is ( 08.0 MA 680 80.0 85.0 78.1 88.0 60.0 880 80.0 80' 88.0 800 Is ( 58.0 80.0 88.0 80.0 88.0 72.0 88.0 800 68A 800 N ig B e ( 4 ) 820 80.0 80.0 80.0 ' 88.0 80.0 G N I O 880 80.0 88.0 80.0 (4 80.0 80.0 880 80.0 880 74.7 DESIGN LOAD CAPACITY - 585 VIND08 0005. 1r 20' 24' . 20' 30 38' 1r 20' 24' 28' 30' 38 17' 20' 24 28' 30' 30' 1r 20' 24' 28' 30' 38' 17" 20' 24' 28 30 38' 17' 20' 24' 28' 30' 38' 17' 20' 24' 28' 30 17' 20' 24' 28' 30' N WIff 3r (2) 40° ( 48 ' ( ( 60' (3) 84' ( (' 8/18' LAM. ANN. 01480 EXT. (4.) 88.0 80.0 88.0 88.0 88.0 88.0 88.0 08.0 06.0 88.0 68.0 82.2 80.0 88.0 88.0 60.0 88.0 00.0 80.0 SILO 80.0 88.0 88.0 80.0 80.0 88.0 80.0 880 860 50.0 03.0 880 520 880 68.0 800 88.0 08.0 880 880 83.0 880 88.0 880 80.0 58.0 1NT. ( - ) 80.0 80.0 80.0 80.0 80.0 70.0 60.0 80.0 80.0 60.0 74.7 82.2 00.0 80.0 60.0 72.0 87.2 80.0 80.0 80.0 80.0 80.0 80.0 70.0 80.0 80.0 80.0 77.1 72.0 130.0 80.0 80.0 80.0 72.0 87.2 80.0 880 80.0 788 8 83.0 60.0 80.0 70.0 00.0 680 () - NO. OF ANCHORS PER JAMB () - NO. OF ANCHORS PER JAMB WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. TRADITION PLUS ALUM CLAD WOOD CASEMENT TIINSOW THESE PRODUCTS CAN BE INSTALLED AS SINGLE UNITS. ALSO IN COMBINATION WITH MIAMI -DADE COUNTY APPROVED PRODUCTS USING APPROVED MUWONS IN BETWEEN. DESIGN LOAD RATING FOR WINDOWS TO BE AS PER CHARTS SHOWN ABOVE. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIOH'VELOCITY HURRICANE ZONE OF WE 2001 FLORIDA BUILDING CODE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDRIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL _ TYPICAL CATION TESTED UNIT 1 1 k drawing no. W03 -93 (sheet 1 of 4 ) 1 #a X2 ° NAILS AT 3' FROM ENDS & 12' O.C. w TYPICAL ANCHORS SEE ELEV. FOR SPACING 2BY WOOD BUCK • • .. a 18Y OR 2BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACNG SILICONE DOW 1350 2.52120.21282: 8/32' ANN. GLASS .045 PVB DO7 PET .048 PVB TYPE B SEA—STORM 5/32' ANN. GLASS CON x 1/4' 4SATTON TAPE 3/18' X 1 -1/2' T NNLS OR 1 -1/4' BRAD NAILS AT 4 FROM ENDS AND B" 0.0. METAL STRUCTURES (STEEL OR ALUM. 1/8' MIN. THICK) STEEL : Fy - 35 KSI MIN. ALUMINUM : 8383 —T8 MN. WOOD BUCKS NOT BY JELD -WEN, MUST SUSTAIN LOADS IMPOSED BY OLAZINO SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCRORS: SEE ELEV. FOR SPACING/ 1/4' TAPCON$ ANTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8' MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONC. 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. 414 SM3 INTO APPROVED MUWONS (NO SHIM SPACE) LOCKS; SINGLE ACTUATED 2 POINT OR 3 POINT LOCK SYSTEM BY 'ASHLAND' AT LOCK STILE WITH METAL KEEPERS AT FRAME JAMB. SiRUCT SP PIA. PE NOV 2 0 2003 drawing no. W03 -93 179 1 PAS? NO. RBOD. D00CRIPTZON MATERIAL MANP. /s IPPLI 3/REMAE S 1 CA- 289/200 4 FRAME HEAD /SILL/JAMB 0000 JELD -&EN 2 CC -182 4 FRAME NOSING 8083 48 - 3 CA-288 1 HEAD STOP WOOD JELD -WEN 4 CA- 281/202 AS REDO. X-JAMB (OPTIONAL) WOOD JELD -WEN 5 CA- 283/204 2 SIDE STOP BK102 JELD -WEN 8 CA•288 1 SILL COYER 'A' BOOR JELO -WEN 7 CA-258 1 BILL COYER 'B' BLOOD JELD •WEN 8 CA- 280/281 4 VENT WOOD JELD -WEN B - 4 VENT COVER 3108 -110 - 1 0 CA 287/288 4 GLASS STOP WOOD JELD -WEN 11 - - - - JEL0 -WEN 12 04783 AS REOD, VENT WISTRIPPNO POLYPROPYLENE PLASTIC PROFSES 13 03334 - BULB W S1WPP NO PVC AMESBUOI' 14 - - - - - 18 - 1/ WOW. 2 POINT OR 3 POINT Lod( SYSTEM STEEL ASHLAND 10 - 2/ VE1VY KEEPERS AT LOCK LOCATIONS STEEL AT VENT 17 - 1/ VENT DUAL ARM PTO -GEAR OPERATOR SYSTEM - TRUTH 18 - 2/ VENT SERIES 14 29AR HINGES SUET. TRUTH 10 - 3/ VENT CONCEALED BRERLOCIONO SNUBBER - TRUTH 20 - - - - - 21 3/18' X 1 -1/2' AS RECD. T NAILS - AT 4' FROM ENDS & 8' 0.0. 2BY W000 BUCK TYPICAL ANC SEE ErEY. FOR SP , .•. • MOOR 040114 1/4' MAX. DADE COUNTY APPR'D MULLION_ SEE SEPARATE NOA WINDOW WIDTH 91401 18 X 2 NAILS AT 3° FROM ENDS & 12 0.0. EXTERIOR 0.L OPO. VENT *ON W1D00 WIDTH O 1/4' MAX. SRN 4y r„ 1BY WOOD BUCK ' v TYPICAL. ANCHORS • BEE ELEV. FOR SPACING • I • • npn ari. HUMAYWN FAR000 LA TWIONRlB NOV O 2003 g WRS O FRAME NOSING PA 16 489 1.158 . .491 0 HEAD STOP ® SIDE STOP o veirOOvat VENT .688 .501 ® X—JAMB .791 O SILL COVER 'A' O SOl COVER 'B' 10 GLASS STOP 12 VENT WEATHERSTRIP 13 BULB WEATHERSTRIP SASH AND OTHER WOOD COMPONENTS TO BE WHITE PINE OR PONDEROSA PINE VENT CORNER 3/15• x 1 -1/5• 2 PER CORNER FRAME CORNERS SEALED WITH DOW CORNING 1189 SILICONE. FRAME NOSING CORNER FRAME CORNER CORNER LOCK I l 1 ro ir I 0 L a k f drawing n W03 -93 Lobed of 4J COMPUTATIONS PEREATICOS RESIDENCE 672 N.E. 98TH STREET MIAMI SHORES, FLORIDA Date: 03/09/2005 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 NORTH MIAMI, FLORIDA 33181 PHONE NO. (305) 891 -5049 FAX. NO. (305) 891 -0504 EB NUMBER: 0007488 PE NO. 35460 ALIAKBAR ARBAB Fi. P.E. NO. 35460 3 /nJos 1 ARBAB ENGINEERING, INC. Consulting Engineers Design Loads Pereaticos Residence a= 3.30 ft c-0 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 -891 -0504 Design Wind Pressure Zone Gross Uplift Net Uplift Wall, Windows & Door Pressure (P.S.F) Walls (4) ( Field Negative) -56.81 (5) ( Corner Negative) -66.56 (4) & (5) ( positive) 51.09 1 ARBAB ENGINEERING, INC. Consulting Engineers Design Loads Pereaticos Residence a= 3.30 ft c-0 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 -891 -0504 • • ArchWind 98 : Pereacticos Residence Wind CASE A 3 GABLE Any Height Direction 1 CASE B AVERAGE WALL PRESSURE : For overturning calculations. WALL LINE PRESSURE AND HEIGHT ABOVE GROUND ACROSS WALLS 1 AND 2 LOAD = 370.23 lb /ft HEIGHT ABOVE GROUND = 5.0 ft ACROSS WALLS 3 LOAD = 465.42 LB/FT HEIGHT ABOVE GROUND = 5.0 ft MAXIMUM ROOF LOAD MAX POS = 24.49 psf MAX NEG = -44.66 psf Plan 3 :2 1 1 L Elevation • • ArchWind 98 : Pereacticos Residence Structures of Any Height Main Wind Resisting System WALL PRESSURE OUTPUT (psf) WALLS 1 AND 2 HEIGHT WINDWARD LEEWARD SIDE ABS WIND +LEE(NO Internal) 1 39.9 -17.9 -36.6 41.1 6 39.9 -17.9 -36.6 41.1 9 39.9 -17.9 -36.6 41.1 WALLS 3 HEIGHT WINDWARD LEEWARD SIDE ABS WIND +LEE(NO Internal) 1 39.9 -28.5 -36.6 51.7 6 39.9 -28.5 -36.6 51.7 9 39.9 -28.5 -36.6 51.7 ROOF OUTPUT PRESSURES (psf) DIST FROM WINDWARD EDGE. POS NEG 0.0 TO 8.4 8.4 TO 16.8 16.8 TO 33.5 33.5 TO END 24.5 -44.7 24.5 -44.7 24.5 -28.5 24.5 -20.5 2 50P010 • • • ArchWind 98 : Pereacticos Residence CONSTANTS USED Dim Perp. to Ridge = 107.00 ft Dim Parallel to Ridge = 33.00 ft Roof Angle = 36.00 deg. Mean Roof Height = 16.75 ft Wall Height = 9.17 ft Max Height of Openings = 6.00 ft Gust Factor Walls 1, 2 = 0.85 Gust Factor Walls 3 = 0.85 Gust Factor Roofs = 0.85 Wind Speed, V = 146.0 mph Exposure Cat. = C Importance Cat. = 2 Internal Pressure Exposure coef., Kzi = 0.85 Internal Velocity Pressure, qi = 46.38 psf Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 MAIN PRESSURE EQUATIONS ARE AS FOLLOWS: P = qGCp-qi(GCpi) or P = gGCp +gI(GCpi) The worst case of the above are used. If any component across the walls is less than 10 psf, 10 psf is used as a minimum pressure. Constants are described as follows: qi, Internal Velocity Pressure q, Velocity Pressure Kz, Velocity Pressure Exposure Coef. Cp, External Pressure Coef. Main wind force resisting systems are based on ASCE 7 -98 Section 6.5.12.2 CONSTANTS FOR WALLS 1 AND 2: TREATED AS WINDWARD SIDE Kz at Bottom of Wall = 0.85 2 Kz at Top of Wall = 0.85 q at Bottom of Wall = 46.38 psf q at Top of Wall = 46.38 psf Cp at Bottom of Wall = 0.8 Cp at Top of Wall = 0.8 TREATED AS LEEWARD SIDE Kz = 0.87 q = 47.47 Cp = -0.24 TREATED AS SIDE WALLS Kz =0.87 q = 47.47 Cp = -0.70 CONSTANTS FOR WALLS 3: TREATED AS WINDWARD SIDE Kz at Bottom of Wall = 0.85 Kz at Top of Wall = 0.85 q at Bottom of Wall = 46.38 psf q at Top of Wall = 46.38 psf Cp at Bottom of Wall = 0.8 Cp at Top of Wall = 0.8 TREATED AS LEEWARD SIDE Kz =0.87 q = 47.47 Cp = -0.50 TREATED AS SIDE WALLS Kz = 0.87 q = 47.47 Cp = -0.70 CONSTANTS FOR ROOF: Kz = 0.87 q = 47.47 psf Cp values vary and are based on ASCE 7, fig. 6 -3 • • • Archwind 98 : Pereacticos Residence COMPONENTS AND CLADDING WALLS Structures Less than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (psf) 4 MAX = 51.09 4 MIN = -56.81 5 MAX = 51.09 5 MIN = -66.56 4 a a If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height. Dimension a = 3.30 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. WALLS - CONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. Roof Angle = 36.00 deg Mean Roof Height = 16.75 ft Area = 36.67 sf Cp VALUES AREA Cp 4 0.90, -1.02 5 0.90, -1.22 Velocity Pressure Roof, q = 47.47 psf Exposure Coef£ Roof, Kz = 0.87 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 5-a--(9( North Elevation Item Type / size Floor Area Zone Pressure Suction 1 Window 1 10.50 4 55.86 -60.64 Pereaticos Residence ARBAB ENGINEERING, INC. Consulting Engineers Windows & Door Pressure SEES 11900 Biscyane Blvd, Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 66.01 64.67 66.01 76 50 76 • • .76 40.76 _76= ��II�II - '�I� �i�� - `� I1 Pereaticos Residence 62.83 68.34 ARBAB ENGINEERING, INC. Consulting Engineers Windows & Door Pressure 62.83 52.83 58.34 -70.14 66.39 -74.06 66.01 63.08 1 6P 2- o 11900 Biscyane Blvd, Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 South Elevation Item Type / size Floor Area Zone Pressure Suction 2 Fix Window 1 7.00 5 56.01 -75.00 3 Door 1 19.36 4/5 53.08 -64.57 5 Door 1 20.50 4 52.83 -58.34 4 Window 1 9.84 5 56.01 -75.00 4 Window 1 9.84 4 56.01 -60.76 5 Door 1 20.50 4 52.83 -58.34 5 Door 1 20.50 5 52.83 -70.14 6 Top Window 1 11.98 4 55.39 -60.29 6 Top Window 1 11.98 5 55.39 -74.06 2 Fix Window 1 7.00 4 56.01 -60.76 3 Door 1 19.36 4 53.08 -64.57 66.01 64.67 66.01 76 50 76 • • .76 40.76 _76= ��II�II - '�I� �i�� - `� I1 Pereaticos Residence 62.83 68.34 ARBAB ENGINEERING, INC. Consulting Engineers Windows & Door Pressure 62.83 52.83 58.34 -70.14 66.39 -74.06 66.01 63.08 1 6P 2- o 11900 Biscyane Blvd, Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 East Elevation Item Type / size Floor Area Zone Pressure Suction 7 I Window 1 6.83 5 56.01 -75.00 7 I Window 1 6.83 4 56.01 -60.76 8 Window 1 12.00 5 55.39 -74.05 8 Window 1 12.00 4 55.39 -60.29 9 Window 1 16.00 5 54.13 -72.15 ARBAB ENGINEERING, INC. Consulting Engineers Windows & Door Pressure Pereaticos Residence 11900 Biscyane Blvd, Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 -891 -0504 East Elevation Item Type / size Floor Area Zone Pressure Suction 10 Window 1 10.39 4 55.89 -60.67 11 Window 1 9.60 4 56.01 -60.76 11 Window 1 9.60 5 56.01 -75.00 ARBAB ENGINEERING, INC. Consulting Engineers Windows & Door Pressure Pereaticos Residence oC- 11900 Biscyane Blvd, Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305-891-0504 • • • Archwind 98 : Pereacticos Residence a COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (psf) 4 MAX = 55.86 4 MIN = -60.64 5 MAX = 55.86 5 MIN = -74.77 a a If Roof Angle is < =l0 Deg. h = Eave Height otherwise h = Mean Roof Height. Dimension a = 3.30 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. 4 5I WALLS - CONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. Roof Angle = 36.00 deg Mean Roof Height = 16.75 ft Area = 10.50 sf Cp VALUES AREA Cp 4 1.00, -1.10 5 1.00, -1.40 Velocity Pressure Roof, q = 47.47 psf Exposure Coeff. Roof, Kz = 0.87 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 • • • Archwind 98 : Pereacticos Residence 4 MAX = 56.01 4 MIN = -60.76 5 MAX = 56.01 5 MIN = -75.00 a COMPONENT PRESSURES: COMPONENTS AND CLADDING WALLS Structures Less than or equal to 60 ft AREA PRESSURE (psf) 4 a - a If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height. Dimension a = 3.30 ft Note, when max absolute value is less than use 10 psf or -10 psf as applicable. 5 1 i WALLS - CONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. Roof Angle = 36.00 deg Mean Roof Height = 16.75 ft Area = 7.00 sf Cp VALUES AREA Cp 4 1.00, -1.10 5 1.00, -1.40 Velocity Pressure Roof, q = 47.47 psf Exposure Coeff. Roof, Kz = 0.87 10 psf, Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 • • • Archwind 98 : Pereacticos Residence a • COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (psf) 4 MAX = 53.08 4 MIN = -58.54 5 MAX = 53.08 5 MIN = -70.56 a a If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height. Dimension a = 3.30 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. 4 WALLS - CONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. Roof Angle = 36.00 deg Mean Roof Height = 16.75 ft Area = 19.36 sf Cp VALUES AREA Cp 4 0.94, -1.05 5 0.94, -1.31 Velocity Pressure Roof, q = 47.47 psf Exposure Coeff. Roof, Kz = 0.87 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 • • • Archwind 98 : Pereacticos Residence COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (psf) 4 MAX = 56.01 4 MIN = -60.76 5 MAX = 56.01 5 MIN = -75.00 Dimension a = 3.30 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. a a If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height. 1 5 WALLS - CONSTANTS USED 4 1.00, -1.10 5 1.00, -1.40 Velocity Pressure Roof, q = 47.47 psf Exposure Coeff. Roof, Kz = 0.87 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 1 3 of 0 Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. Roof Angle = 36.00 deg Mean Roof Height = 16.75 ft Area = 9.84 sf Cp VALUES AREA Cp • • • 114 of olo Archwind 98 : Pereacticos Residence a COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (psf) 4 MAX = 52.83 4 MIN = -58.34 5 MAX = 52.83 5 MIN = -70.14 Dimension a = 3.30 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. 4 a a If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height. 5! WALLS - CONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. Roof Angle = 36.00 deg Mean Roof Height = 16.75 ft Area = 20.50 sf Cp VALUES AREA Cp 4 0.93, -1.05 5 0.93, -1.30 Velocity Pressure Roof, q = 47.47 psf Exposure Coeff. Roof, Kz = 0.87 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 • • • Archwind 98 : Pereacticos Residence COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (psf) 4 MAX = 55.39 4 MIN = -60.29 5 MAX = 55.39 5 MIN = -74.06 4 a a If Roof Angle is <= I 0 Deg. h = Eave Height otherwise h = Mean Roof Height. Dimension a = 3.30 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. h WALLS - CONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Walls are Tess than or equal to 60 ft high. Roof Angle = 36.00 deg Mean Roof Height = 16.75 ft Area = 11.98 sf Cp VALUES AREA Cp 4 0.99, -1.09 5 0.99, -1.38 Velocity Pressure Roof, q = 47.47 psf Exposure Coeff. Roof, Kz = 0.87 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 • • Archwind 98 : Pereacticos Residence 4 MAX = 56.01 4 MIN = -60.76 5 MAX = 56.01 5 MIN = -75.00 a 5 COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (psf) 5 5 4 a If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height. Dimension a = 3.30 ft Note, when max absolute value is Tess than 10 psf, use 10 psf or -10 psf as applicable. WALLS - CONSTANTS USED to 0C .1431 Ref; ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. Roof Angle = 36.00 deg Mean Roof Height = 16.75 ft Area = 6.83 sf Cp VALUES AREA Cp 4 1.00, -1.10 5 1.00, -1.40 Velocity Pressure Roof, q = 47.47 psf Exposure Coeff. Roof, Kz = 0.87 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 Archwind 98 : Pereacticos Residence COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (psf) 4 MAX = 55.39 4 MIN = -60.29 5 MAX = 55.39 5 MIN = -74.05 a 4 a a If Roof Angle is <= 0 Deg. h = Eave Height otherwise h = Mean Roof Height. Dimension a = 3.30 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. WALLS - CONSTANTS USED lei' o0 20 Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. Roof Angle = 36.00 deg Mean Roof Height = 16.75 ft Area = 12.00 sf Cp VALUES AREA Cp 4 0.99, -1.09 5 0.99, -1.38 Velocity Pressure Roof, q = 47.47 psf Exposure Coeff. Roof, Kz = 0.87 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 • • c • Archwind 98 : Pereacticos Residence COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 ft 4 MAX = 54.13 4 MIN = -59.34 5 MAX = 54.13 5 MIN = -72.15 a COMPONENT PRESSURES: AREA PRESSURE (psf) 5 5 4 a a If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height. Dimension a = 3.30 ft Note, when max absolute value is Tess than 10 psf, use 10 psf or -10 psf as applicable. a WALLS - CONSTANTS USED !g O c 0 Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. Roof Angle = 36.00 deg Mean Roof Height = 16.75 ft Area = 16.00 sf Cp VALUES AREA Cp 4 0.96, -1.07 5 0.96, -1.34 Velocity Pressure Roof, q = 47.47 psf Exposure Coeff. Roof, Kz = 0.87 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt =1.00 Wind Direction Factor, Kd = 1.00 • • • Archwind 98 : Pereacticos Residence a 5 4 COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (psf) 4 MAX = 55.89 4 MIN = -60.67 5 MAX = 55.89 5 MIN = -74.82 a a If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height. Dimension a = 3.30 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. 5 I 4 I I a h WALLS - CONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. Roof Angle = 36.00 deg Mean Roof Height = 16.75 ft Area = 10.39 sf Cp VALUES AREA Cp 4 1.00, -1.10 5 1.00, -1.40 Velocity Pressure Roof, q = 47.47 psf Exposure Coeff. Roof, Kz = 0.87 Wind Speed, V = 146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 4 4 '■ . • • • Archwind 98 : Pereacticos Residence COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (psf) 4 MAX = 56.01 4 MIN = -60.76 5 MAX = 56.01 5 MIN = -75.00 a - a If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height. Dimension a = 3.30 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. WALLS - CONSTANTS USED Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. Roof Angle = 36.00 deg Mean Roof Height = 16.75 ft Area = 9.60 sf Cp VALUES AREA Cp 4 1.00, -1.10 5 1.00, -1.40 Velocity Pressure Roof, q = 47.47 psf Exposure Coeff. Roof, Kz = 0.87 Wind Speed, V =146.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 2o a G.2b FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: PEREATICOS RESIDENCE Address: 672 N.W. 98 TH STREET City, State: MIAMI SHORES, FI 00000 -0000 Owner. Climate Zone: South Builder. Permitting Office: MIAMI Permit Number Jurisdiction Number 232600 h by byts En = =4 Ili sslFloor Area: 0.19 Total as - built points: 41917 Total base points: 42138 :1.16.:4; 4 4s 11 4er 1 . New construction or existing 2. Single family or multi-family 3. Number oftmits,ffmulti-family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft, 7. Glass area & type a. Clear glass, default U- factor b. Default tint c. Labeled U or SHGC 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, 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 a. Sup: Con. Ret Unc. AH: Outdoors b. N/A Single Pane 608.0 ft 0.0 Sz 0.0 ft Addition - Single family - 1 1 No - 3189 8 Double Pane - O.0 11 - 0.0 82 - 0.0 ft R00.0, 312.0(p) ft - Sup. R=6.0, 25.011 R=32, 2998.0 ft - R=19 0, 3189.0 8 - the plans and specifications covered are in compliance with the Florida ARED BY: /2 o44/ G/ TE: 37/" 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. PTAC and Room Unit c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance b. Electric Resistance EnergyGauge® (Version: FLRCPB v3.30) eent�latinn, Cap: 30.0 kBtu/br - SEER 12.00 - Cap: 60.0 k$tn/hr HER: 12.00 - Cap: 17.0 kBtu/hr COP: 1.00 - Cap: 34.1 kBtu/hr - COP: 1.00 - Cap: 80.0 gallons - EF: 0.82 - Cap: 3.0 gallons - EF: 0.90 - Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is competed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: • FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: J EneigyGauge® DCA Form 600A -2001 EnagyGaugeS/F1aRES'2001 FLRCPB v3.30 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 3189.0 32.50 18655.7 Single, Clear N 4.0 6.0 76.0 36.46 0.79 2177.6 Single, Clear E 4.0 6.0 86.0 78.71 0.65 4380.4 Single, Clear S 4.0 6.0 308.0 66.93 0.60 12313.8 Single, Clear S 4.0 6.0 138.0 66.93 0.60 55172 As -Built Tel: 608.0 24389.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int lnsul, Extern 32 2998.0 2.63 7884.7 Exterior 2998:0 230 8094.6 Base Total: 2998.0 8094.6 As -Built Total: 2998.0 7884.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0110 0.0 Exterior 0.0 0.00 0.0 Base Total: 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 3189.0 2.80 89292 Under Attic 19.0 3189.0 3.72 X 1.00 11863.1 Base Total: 3189.0 8929.2 As -Suitt Total: 3189.0 11863.1 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 312.O(p) - 20.0 - 6240.0 Slab -On -Grade Edge Insulate 0.0 312.0(p -20.00 - 6240.0 Raised 0.0 0.00 0.0 Base Total: 4240.0 As -Bunt Total: 312.0 - 6240.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 3189.0 18.79 59921.3 3189.0 18.79 59921.3 • FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: J EneigyGauge® DCA Form 600A -2001 EnagyGaugeS/F1aRES'2001 FLRCPB v3.30 BASE AS -BUILT Summer Base Points: 89360.8 Summer As -Built Points: 97818.2 Total Summer X System = Points Multiplier Cooling Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DM x AHD) 89360.8 0A266 38121.3 978182 0.333 (1.004 x 1.165 x 1.03) 0.284 0.950 10604.5 97818.2 0.667(1.00 x 1.165 x 1.00 0.284 0.950 21209.1 97818.2 1.00 1.205 0.284 0.950 31813.6 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details 1 ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnergyGaugelm DCA Form 600A-2001 EregyGauge VFtaRES`2001 FLRCPB v3.30 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 672 N.W. 98 TN STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnegyGaugee DCA Form 600A -2001 EnergyGaugeafFIaRES'2001 FLRCPB v3.30 BASE As -BUILT I GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type/SC Ornt Len Hgt Area X WPM X WOF = Point AS 3189.0 236 13547 Single, Clear Sires, Clear Single, Clear Single, Clear As -Built Total: N 4.0 6.0 E 4.0 6.0 S 4.0 6.0 S 4.0 6.0 76.0 6.03 0.97 86.0 4.77 1.07 308.0 4.49 1.22 138.0 4.49 122 608.0 446.8 438.1 1683.7 754.4 3323.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Pmts Adjacent E tericr Base Total: 0.0 0.00 0.0 2998.0 0.60 1798.8 2998.0 1798.8 Concrete, I't Instil, , Erderior As -Buff Total: 32 2998.0 1.17 2998.0 3507.7 3507.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent Exteator Base Total: 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPESArea X BWPM = Points Type R Value Area X WPM X WCM = Points Under Attic Base Total: 3189.0 0.10 318.9 3189.0 318.9 Under Attic As - Built Total: 19.0 3189.0 0.14 X 1.00 3189.0 446.5 446.5 FLOOR TYPES Area X BWPM = Points Type R Value Area X WPM = Points Slab Raised Base Total: 312.0(p) -2.1 -6562 0.0 0.00 0.0 -6552 Stab -On -Grade Edge Insulation As -Bunt Total: 0.0 312.0(p -2.10 312.0 -6552 455.2 INFILTRATION Area X BWPM = Points Area X WPM = Points 3189.0 -0.06 - 191.3 3189.0 -0.06 -191.3 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 672 N.W. 98 TN STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnegyGaugee DCA Form 600A -2001 EnergyGaugeafFIaRES'2001 FLRCPB v3.30 BASE AS- BUILT Winter Base Points: 2625.8 Winter As -Built Points: 6430.6 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHED) 2625.8 0.6274 1647.5 64306 0.333 (1.009 x'1.137 x 1.08) 1.000 0.950 2519.1 6430.6 0.66 (1.00 x 1.137 x 1.00) 1.000 0.950 5050.1 6430.6 1.00 1.239 1.000 0.950 75692 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: EnergyGaug& DCA Farm 600A- 2001 S'2001 FLRCPB v3.30 BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING BASE Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms + Heating + Points Hot Water Points Volume Bedrooms Ratio Multiplier 1 2369.00 Heating + Hot Water Points Points 23690 80.0 0.82 1 0.96 2542.34 1.00 2450.4 1647 2369 3.0 0.90 1 0.04 231636 1.00 83.7 7569 2534 41917 As Built Tatal: 2534.2 FORM 600A-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: PASS EnergyGaugeTM DCA Form 600A -2001 Ene Gaugee}/FfaRES 2001 FLRCPB v3.30 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 38121 1647 2369 42138 31814 7569 2534 41917 FORM 600A-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: PASS EnergyGaugeTM DCA Form 600A -2001 Ene Gaugee}/FfaRES 2001 FLRCPB v3.30 FORM 600A-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details L PDRE: 672 N.W. 98 TH STREET, NIIAMI SHORES, FI, 00000-0000 PERMIT #: J 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST Exterior Windows & Doors Exterior & Adjacent Walls Floors engs Recessed Lighting Fbdures Multi -story Houses Additioned I f 1t dtuuc rats 606.1ABC.1.1 606:1ABC.1.2.1 606.1ABC.122 606.1 ABC.1.2.3 Maximum:.3 cfm/sq.ft window ate; .5 cf nfsq ft. door area. Caulk, gasket, weatherstdp or seal between: w indossidoors & frames, summering rg waft foundation & wall sole or sill plate; joints between exterior wrap panes at corners; utilty penetrations; between vet panels & toebott plates; between veils 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. Pastrallerstopenings >1/1" seated unless backed by truss or joint members. EXCEPTION Frame fixes where a continuous infiltration barrier is installed that Is sealed to the perimeter, penerations and seams. Bebveen yr s & ceilings; periehaticas of among plane of top flow; around shafts, chases, sons, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board A top plate; attic access. EXCEPTION: Frame ceilings wire a continuous Infiltratiem hates la installed that is sealed at the perimeter, at penetrations and seams_ f J Type IC rated with no penetrattors, sealed; or Type IC or non-IC rated, Installed inside a sealed box wlth 1/2 clearance & 3° from irsulat n; or Type IC rated with < 2.0 cfm from courifioned space, tested. At barrier on perimeter of floor rarity betrreen floors. Exhaust fans vented to outdoors, dampers; combustion space hems amply wirtlr NFPA, have combustion mbrstion air. 606.1ABC.12A 606.1ABC.12.5 606.1 ABC.1.3 J 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded b all rest Wafer Heaters Swimming Pools & Spas Sharer heads Air Distribution Systems HVAC Controls Insulation 612.1 612.1 612.1 610.1 607.1 604.1, 602.1 Comply with effigy requirements In Table 6-12. S itch or clearly marked olio.* breaker (electdc) or cutoff (gas) must be provided. Eddernal or built-in heat trap required. Spas & heated pools must have cons (except solar heated). No-eommerclalpools must have a pump timer. Gas spa & pool heaters must have a rrdnlrxrm thermal efficiency of 78%. Water flea must be restricted to no more than 2.5 gallons per minutest 80 PSMG. All ducts, fittings, mechanical equipment and plenum chamber; shall be mechanically ly attached, sealed, insulated, and installed in amerce w ah the criteria of Sector 610. Ducts in uncontidioned attics: R-6 min. insulation. Separate readilyaccessltrle manual or autesnatic thermostat for each system. Ceiings -Min. R -19. Common wrap -Frame R-11 or CBS R -3 both sides. Common ceiling & floors EneegyGaugeTM DCA Form 600A-2001 EnergyGaugeffIFlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1. New construction or existing 2. Single family or multi - fami1y 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst ease? 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 Instil, 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 a. Sup: Cm. Ret: Unc. AH: Outdoors b. N/A ESTIMATED ENERGY PERFORMANCE SCORE* = 84.0 The higher the score, the more efficient the home. , 672 N.W. 98 TH STREET, MIAMI SHORES, FI, 00000-0000 Single Pane 608.0 ft 0.0 ft 0.0 fl Addition Single fay 1 l No 3189 ft Double Pane 0.0 IF 0.0 ft 0.0 ftz R=0.0, 312.0(p) ft - R=32, 2998.0 ftz - I2. Cooling systems a. Central Unit b. PTAC and Room Unit c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance b. Electric Resistance c. Conservation credits (HR Heat recovery, Solar DHP- Dedicated heat pump) R 19.0, 3189.0 ft - 15. HVAC credits _ (CF- Ceiling fan, CV -Cross ventilation, HE-Whole horse fan, PT- Programmable Thermostat, Sup. R 25.0 ft - MZ- C- Muitiwne cooling, MZ- 1Multiaone heating) 1 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: 30.0 kBtu/hr - SEER 12.00 Cap: 60.0 kBtu/hr - EER: 12.00 - Cap: 17.0 kBtu/hr COP: 1.00 - Cap: 34.1 kBtu/hr - COP: 1.00 *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStaTP 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 f ec ucf edu 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. Cap: 80.0 gallons _ EF: 0.82 - Cap: 3.0 gallons - EF: 0.90 - PT, - REYES- GAVILAN Consulting Engineers,Inc. 18252 N.W. 79 Ave Miami Lakes, Fl 33018. Tei:(305) 828 -5205 Unit/ Area serval: AHU -1 N. Glass NE. Glass 66 E. Glass SE. Glass 82 S. Glass S.W. Glass 82 W. Glass NW. Glass 66 Hor. Glass T. Glass area = 202 ITEM Partition Roof Floor Ceiling TOTAL SENS. GTH= =TOT. SENS. x 1.3 HEAT LOSS ITEM Walls Roof Floor Glass Ventilation = 1.1xDTx� Partition TOTAL KW LET 13 48 13 T. AREA 1254 x 1222 x 1222 x 202 x 1.1 x 0 x 20419.6 6.0 U x 0.09 x 0.05 x 0 x = 19263 Btu/Hr = 25042 Btu/Hr T. AREA BTU/HR x 0 = 0.0 x 1222 = 1222.0 x 1222 = 0.0 x = 0.0 Subtotal = 1222 AT U BTU/HR 27 x 0.3 = 10157.4 27 x 0.05 = 1649.7 27 x 0 = 0.0 27 x 1.1 = 5999.4 27 x 87.984 = 2613.1 27 x 0.09 = 0.0 Btu/hr Kw Q= ARCHxVOLJ60= 0.48 x 10998 / 60 = 87.9 Area A/C= 1222 Sq. ft. Volume A/C= 1222 x 9 = 10998 Cu. ft. Residential Cooling and Heating Load Calculations Based on ASHRAE Cooling & Heating Load Calculation Manual. Second Edition. SOLAR SHADE T. AREA BTU/HR ITEM 37 x x 32 = 1184 N. Wall x = 0 NE. Wall x 32 = 1184 E. Wail x = 0 SE. Wall x 108 = 3996 S. Wall. x = 0 SW. Wail x 30 = 1110 W. Wall x = 0 NW. Wall x = 0 Knee wall Subtotal = 7474 T. Wall Area= JOB Name: Adress.: Date: Calculated by. Checked by ITEM People Kitchen Intl/Vent. _ Miscellaneous TONS USE Cfm Sq.FtJT CFM/sq l PEREATICOS RES. 672 N.E. 98 TH STREET MIAMI SHORES, FLORIDA 03/10/05 A.M. R.G. AT U T. AREA 14 x 0.3 x 481 = x x = 24 x 0.3 x 298 = x x = 17 x 0.3 x 405 = x x = 24 x 0.3 x 70 = x x = x x = 1254 Subtotal _ BTU/Unit TOTAL 230 x 6 1200 x 0 1.IxQxDT = 87.984 x • 2.1 = 2.5 Tons • 1000 • 488.8 • 0.8 BTU/HR 2020.2 0.0 2145.6 0.0 2065.5 0.0 504.0 0.0 0.0 6735 BTU/HR = 1380 = 0 16.5 = 1451.7 = 1000.0 Subtotal = 3832