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RC-07-16167 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/26/2008 Inspector: Grande, Claudio Owner: ASTRALAGA, IVAN AND MARCELA Job Address: 254 101 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Garage Enclosure rft, Block: Phone Number (305)773 -0577 Parcel Number 1132060134620 Lot: Building Department Comments GARE CONVERSION EXPANSION OF MASTER BATHROOM PLEASE CALL 305.796.9734 MANNY Ai JUN 3 0 2000 Passed Inspector cc ',.1 I Comments 01 _21 U.,- MS/- Wo V.------ - ?we a---- 01-2, ✓ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, June 26, 2008 Page 2 of 2 oIZcIc)--1 a i quirt LTA' mis9 cL 7510-caels\NAI BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795 2204 Fax: (305) 756.8972 Permit Type (circle): Building AU6 0 2 My Permit No. fc )O } -1 (Q (G2 Master Permit No. Naseirieltho dmaillaalidabisair Roofing Owner's Name (Fee Simple Titleholder) T■t:01 $l &,r' AStr4iCjC4 Phone # Owner's Address 2-5 if ME 101 St, �J City Mt' CA. 1,411 Sk Ora State r" L Zip 33138 305' 754 0 7(4 05 Tenant/Lessee Name Phone # Job Address (where the work is being done) 2524E 1ofSta City Miami Shores Village County Miami -Dade Zip 331 3 6' FOLIO / PARCEL # I 1 - 32-0 - 013 ° 46.2_0 Is Building Historically Designated YES NO Contractor's Company Name (� n Q,r Csee oVf ) Contractor's Address City State Zip Qualifier Name Phone # Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) -R C5Q r 1 o Carrion Phone # Value of Work For this Permit $ `'6O, COD Square / Linear Footage Of Work: 5-4 7 5t -� Type of Work: Describe Work: Addition 1*j'l2 '/1 Alteration ['New ❑ Repair/Replace ❑ Demolition COg' t'XSIo' rn si-e I o.*I r0oV1 AUG ©2 PAID Submittal Fee $ Permit Fee $ 4 2.0 V _ CCF $ L4. °° CO /CC 50. Notary $ S '00 Training/Education Fee $ IOC) Technology Fee $ "N.50 Scanning $ 4.C) Radon $ — DPBR $ 0. j Zoning $ Bond $ Code Enforcement $ - �, - Double Fee $ Structural Review. $ 40. em * *** * * * * * *, *** * * *, ** * * * * * * * * * *, * * *, Fees * *, **4******* ** * * * * * ** ** * * * * ** * * **** * ** * * * ** NOV 2 6 2007 Total Fee Now Due $ ) See Reverse side -÷ 44 - Bonding Company's Bonding Company's City Mortgage Lender's Nar� Mortgage Lender's Add City Application is hereby m commenced prior to the construction in this jurisd WELLS, POOLS, FURN OWNER'S AFFIDAVI' applicable laws regulatin, "WARNING TO OWN PAYING TWICE FO] CONSULT WITH COMMENCEMENT." Notice to Applicant: As promise in good faith th whose property is subjec for , the first inspection inspection will not be ap, Signature has ing S, Signature Owner or Agent . Contractor The foregoing instrument was acknowledge befo e thi 2_ The foregoing instrument was acknowledged before me this day of 2 (CP ,by r a a day of ,20 ,by , who is personal' known to me or who has produced who is personally known to me or who has produced 1 dentification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLI Sign: Print: NOTARY PUBLIC STATE OF FLORIDA "" '' Mabel Vargas 0 Sign: 2011 Print: a My Commission xpires: ' My Commission Expires: * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * *, APPLICATION APPROVED BY: (Revised 02/08/06) )7,m 0,47 Plans Examiner 63-1/17 Engineer Zoning m 0 2 A i [lb r 0 , %J 21 r N 0Q 04 Z'' . 0 m 01 `l\ Vmi D -(- m Sri E p N W DI m Z .. 7) o `01r-t � 0 — 0S VP n v n m N m '> has ing S, Signature Owner or Agent . Contractor The foregoing instrument was acknowledge befo e thi 2_ The foregoing instrument was acknowledged before me this day of 2 (CP ,by r a a day of ,20 ,by , who is personal' known to me or who has produced who is personally known to me or who has produced 1 dentification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLI Sign: Print: NOTARY PUBLIC STATE OF FLORIDA "" '' Mabel Vargas 0 Sign: 2011 Print: a My Commission xpires: ' My Commission Expires: * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * *, APPLICATION APPROVED BY: (Revised 02/08/06) )7,m 0,47 Plans Examiner 63-1/17 Engineer Zoning Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305 - 795 -2204 Fax: 305 - 756 -8972 This certificate issued pursuant to the requirements of the Florida Building Code106.1.2 certifying that at the time of issuance this structure 1x was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Not Transferable POST IN A CONSPICUOUS PLACE Inspection Worksheet Miami Shores Village pci 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 kokp 1 ion Nut P-677: e Inspection Date: 06/02/2008 Inspector: Perez, JanPierre Owner: ASTRALAGA, IVAN AND MARCELA Job Address: 254 101 Street NE Miami Shores Village, FL Project: <NONE> Contractor: METROPOLITAN AIR CONDITIONING INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: New Block: Phone Number (305)773 -0577 Parcel Number 1132060134620 Lot: Phone: 305 - 264 -4646 Building Department Comments GARAGE CONVERSION EXPANSION OF MASTER BEDROOM ®i;,/ (((/// Passed Inspector Comments cc Oeco Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, June 2, 2008 Page 1 of 2 Miami Shores Village Building Department' 10050 N.E.2nd Avenue, Miami Shores, Florida 33 138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) 5..you1 Owner's Address 25/4 14F (0 ( St City M 1 QM i ch 0 re S' State IL Tenant/Lessee Name — t_ E -MAIL: UStr�,1 4S'� be(Is®wt-h .n�1 Job Address (where the woes being done) . 234 NE 101 St. NOV 19 2001 l Permit No. O Master Permit No.`gC -051- j(ol (,o Phone # 305 • 754 798•S Zip 33138 Phone # City Miami Shores Village County Miami -Dade Zip 3 3 ( 3? FOLIO / PARCEL # 1 - 32 ®6- 013 - -(020 I Is Building Historically Designated YES NO ✓ Contractor's Company Name e 1__e _< Phone #' Contractor's Address ,4p` i7 MO. . ,S City l - - -11 Statue - -_I_ Qualifier Name t ©e r-k CQ45-1-1 1.1 e� State Certificate or Registration No.c 'a0 939/ E -MAIL: Architect /Engineer's Name (if applicable) `V1et 0 AC Zip - / b Phone # 62/ /A44-1 Certificate of Competency No. C -0 «3 919 Value of Work For this Permit $ Type of Work: [✓(Addition Describe Work: hone # (SO ) 'Me? - \ICS 1\1‘ Square / Linear Footage Of Work: [a/Alteration ❑New ❑ Repair /Replace ❑ Demolition &aro e conversion eke $1'017. ZIT r'okst x bai+ro'ov ******* is * * * * *** * * *•x * * * * * *xxxxxx *xxx * ** Fees x****** * *xxrxx *w*********************** SY ' ****_ Submittal Fee $ Permit Fee $ CCF $ aD CO /CC Notary $ Training /Education Fee $ I • Technology Fee $ 1 •, Scanning $ S OCD 17 a Radon $ Bond $ Code Enforcement $ Structural Review. $ I ;L.J2 227 CJ WP DPBR $ Double Fee $ Zoning $ I Total Fee Now Due $ (� 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: 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 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. O %der or Agent The foregoing instrument was acknowledged before me this" The foregoing instrument was acknowledged before me this/-5— VrALAce day of N,n '" , 20 0_, by � j �� alai who is personally known to me or who has produced who is personally known to me or who has produced/// klent9/1 as identification and who did take an oath. Signature ntractor day of 06,1 , 20 cl, by Xv As identification and who did take an oath. NOTARY P , BLIC: Sign: Print: My Commission Expires: xx**x &x**xx**** **** *** °" xxxx* APPLICATION APPROVED BY: (Revised•02 /08/06) NOTARY PUBLIC: Sign:. Print: My Commission Ex xrxxrx * x,e vex ww******w x*' x** x****** a * Plans Examiner Engineer Zoning i Inspection Date: 06/26/2008 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: ASTRALAGA, IVAN AND MARCELA Job Address: 254 101 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER CA- Block: Permit Type: Demolition Inspection Type: Final Work Classification: Building Phone Number (305)773 -0577 Parcel Number 1132060134620 Lot: Building Department Comments 6 4 SUN 3 0 ?000 ' 3UN 3 0 2000 i7 Passed 6 Inspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, June 26, 2008 Page 2 of 2 Miami Shores Villa& Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 OCT La 3 0 2091 jj Permit No. 0-0 —22 Master Permit No. O1 ~ I (O E Permit Type (circle). Building I RoofmAg p C Owner's Name (Fee S mple Titleholder) 'vain 1 "� Qd'Catq SP h # 3 O5 ' 3 °2 ' voL 7 3 Owner's Address 2-5 11 NE ! o 1 S"f City M i a" ■ S11,ort S State L Zip 33 ) 3 8 Tenant/Lessee Name ° ^ Phone # Job Address (where the work is being done) 25 T !'J E 0 l Et City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # << — 320 % - o 13 - 4 e 2.0 / Is Building Historically Designated YES NO 1/ Contractor's Company Name OWP.Q% 3 _l ebir Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone #' Value of Work For this Permit $ j Square / Linear Footage Of Work: Type of Work: Describe Work: aI [New Q- 00h version 5,66 s -. I4. ❑ Repair/Replace 1Zemolition L..-1 L lam$ ********** ****** ***** * ** ** *** * * * * * * * ***Fe ************* * * * * *** ********* ***** * * * * * * **** �e Submittal Fee $ Permit Fee $ /X °'— ° CCF $ 1'i' 0 Notary $ S . Training/Education Fee $ Scanning $ 'b 400 Radon $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ Y 1 2 10 CO /CC Technology Fee $ '� 0 DPBR $ Zoning $ See Reverse side - ETV 2117 ale 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. °NVARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent Contractor The for -_ „o ng instrument was ac •wledge before m this The foregoing instrument was acknowledged before me this day o 1 � 20 , b �% � � 1 C day of , 20 , by who is personally known to me or who has produced ` i g who is personally known to me or who has produced M identification and who did take an • e$kte s, as identification and who did take an oath. G�,\tido, get tkics 4- ' * c..4 e NOTARY PUBLIC: ��`�',�. q�'l�' ' NOTARY PUBLIC: A 0 - - Sign: Sign: Print: My Commission Expires: 4,0o ******************************** ******************************* . *************$ **************************** Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) 7i 0 .V Plans Examiner Engineer Zoning Inspection Date: 06/23/2008 Inspector: Devaney, Michael Inspection Worksheet Miami Shores Village f L. 10050 N.E. 2nd Avenue Miami Shores, FL • . Inn Phone: (305)795 -2204 Fax: (305)756 -8972 (\( 01411141, Owner: ASTRALAGA, IVAN AND MARCELA Job Address: 254 101 Street NE Miami Shores Village, FL Project: <NONE> Contractor: QUINTANA ELECTRIC BROTHERS INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)773 -0577 Parcel Number 1132060134620 Lot: Phone: (305)986 -5893 Building Department Comments MAIN LECTRICAL WORK FOR ADDITION. NEW PANNEL Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 63331. NEEDS AFC BRAKERS SMOKE DETECTORS 15 AMPS BRAKERS ON ACCU. MAKE CORRECTIONS/ MD 06/09/08 Failed C Correction Needed -' =r'`° - =- ` Re- Inspection Fee ($75) • No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, June 20, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JUN 2.5 In -83 Nui' X00 Inspection Date: 06/23/2008 Inspector: Devaney, Michael Owner: ASTRALAGA, IVAN AND MARCELA Job Address: 254 101 Street NE Miami Shores Village, FL Project: <NONE> Contractor: QUINTANA ELECTRIC BROTHERS INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)773 -0577 Parcel Number 1132060134620 Lot: Phone: (305)986 -5893 Buildin Department Comments LOW VOLTAGE Passed Inspector Comments CC ____ , ,,, ,--2,,z_ , z --- III Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, June 20, 2008 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. Master Permit No. %_ C —04 - 1 6 1 i,? .- 9AY 0 r . 2368 r BY: - Permit Type: Electrical Owner's Name (Fee Simple Titleholder) Iv a MALW �STILALA(A Phone # 3 ®j - �� - 'J Owner's Address Z `( E I O 1 S T. City -t a.Fi 1 State F L Zip 3 3 1 3 Tenant /Lessee Name -- E -MAIL: e bMa Phone # Job Address (where the work is being done) Z C4 OE t 0 l 3 r City Miami Shores Village County Miami -Dade FOLIO /PARCEL# [(— jZo& - 013 - qbao Zip ,) D 13 ■ Is Building Historically Designated YES NO ✓ Contractor's Company Name , ,a i s E1tt,2; 13,c,tzt Phone # 3 of - Contractor's Address 19 y y 1 w LAS rq.;r A r1 � ) City C, i State L Zip .?3 1 r 4 Qualifier Name TJa -.•-) o f- Phone # .3O.i- (.43 I - S.3 / 1 State Certificate or Registration No. EC- COO l.J '! ( Certificate of Competency No. e C- 000 1 .f 6 E -MAIL: Architect /Engineer's Name (if applicable) SL 1, 0 4.4. L o e__A ll..a.. L *-� Phone # 1 i.) j- 9 3 ._ 1 S ., Value of Work For this Permit $ Sb Square / Linear Footage Of Work: Type of Work: [`Addition ['Alteration ['New ❑ Repair /Replace ❑ Demolition Describe Work: Lo 1/0 - TV &.-el-R - lA 1ILc � ®x2.71 . %" 1CX Y]: TCY iC %x'KYYi: Y %***w w. Y. Y. Y. Y. IC Y. Y.WW C*)CXJiKY.XXFeeS'°°'°"" W WWWWWWWW**W"' Submittal Fee $ Permit Fee $ %�✓ ` Notary $ Training /Education Fee $ Scanning $ Radon $ Bond $ Code Enforcemen Structural Review. $ -.0• DPBR $ Y.Y.Y. % Y. Y.Y. X Y.w w w w Y. Y. Y.X CCF $ CO /CC Technology Fee $ Zoning $ Double Fee $ JUN 2 3 2008 COW MIAMI SHORES VILLAGE Total Fee Now Due $ 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 IMPROVFMENTS -TO YOUR PROPERTY. W 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 properly 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 t '.bsence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature /� Owner or Agent Contractor The foregoing instrument was acknowledged before me this `L} The foregoing instrument was acknowledged before me this ' day of klr}ja._tk , 20 OS, by day of lM , 20 id, 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. NOTARY P BLIC•. Signature As identification and who did take an oath. NOTARY PUBLIC: Sign: Print ::,:° q, LUIS FERNANDEZ * MY COMMISSION #'DD 348468 EXPIRES: November 7, 2008 !1 BondedThru Budget Notary Services ,c ,t w. Y.Xx]�t xY.Y.xx XY.Xxxxi:Xxx Y.xx x • X X XY. x x x x W x xxx My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Sign: Print: My Commission Expie x xxxxxw.xx *x L• COMMISSION # OD 348488 EXPIRES: Nevem� BondedThru Budget Notary Services Plans Examiner Engineer Zoning #::9I1N\ Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 f Inspection Date: 06/25/2008 Inspector: Grande, Claudio Owner: ASTRALAGA, IVAN AND MARCELA Job Address: 254 101 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Soil Compaction Letter Work Classification: Garage Enclosure Block: Phone Number (305)773 -0577 Parcel Number 1132060134620 Lot: Building Department Comments GARE CONVERSION EXPANSION OF MASTER BATHROOM v Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, June 23, 2008 Page 1 of 2 rv) Lt 66= Notice of Preventative Treatments for Termites 1_03 ECEIVE JUN 2 3 2008 (As required by Florida Building Code (FBC) 104.2.6) Krytn Pest Control Co. 2215 West 78th. St., Hialeah, FL 33016 Dade: (305) 828 -2999 / Broward:(954) 779 -1535 >54 NP 101 a'' E ', "',1T , TT 0R r3 f FL. Address of Treatment or Lot/Block of Treatment 1/22/03 Date "T?E"PH. TC Product Used , 25*; Percent Concentration Time F B '1 0 Applicator Cu _ E7,11. E T.mI Wi5 GALLONS Chemical used (active ingredient) Number of gallons applied N Ty °s4 rA3 5'44 „ Area trreated (square feet) Linear feet treated Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6- If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/25/2008 Inspector: Grande, Claudio Owner: ASTRALAGA, IVAN AND MARCELA Job Address: 254101 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Garage Enclosure Block: Phone Number (305)773 -0577 Parcel Number 1132060134620 Lot: Building Department Comments GARE CONVERSION EXPANSION OF MASTER BATHROOM d6( kg Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, June 23, 2008 Page 1 of 2 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. OMB No. 1660 -0008 Expires February 28. 2009 City MIAMI SHORES State FL ZIP Code 331 A3. Property Description (Lot and Block Numbers, Tax L 6 & W 1/2 L 5, B 34 OF AMENDED PLAT OF MIAMI rcel A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25 °52'04.51 " -N Long. 80 °11'32.65 " -W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosures) N/A sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in ption, etc.) 70 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA RESIDENTIAL to obtain flood insurance. Horizontal Datum: ❑ NAD 1927 IS NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES - 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number 12025 C 0093 ry B6. FIRM Index Date 7/17/1995 ..'. =; #,1lL + ,ry l' `i i ' j' 'Iv rr Insurance Company Use: ' •'icy Number Al . Building Owner's Name MARCELA & IVAN A'-s. A2. Building Street Address (including Apt, Unit, S 254 NE 101st STREET BI N tea Box i :. n � ' i.; 4 - •mpany NAIL Number City MIAMI SHORES State FL ZIP Code 331 A3. Property Description (Lot and Block Numbers, Tax L 6 & W 1/2 L 5, B 34 OF AMENDED PLAT OF MIAMI rcel A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25 °52'04.51 " -N Long. 80 °11'32.65 " -W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosures) N/A sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in ption, etc.) 70 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA RESIDENTIAL to obtain flood insurance. Horizontal Datum: ❑ NAD 1927 IS NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES - 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number 12025 C 0093 B5. Suffix J B6. FIRM Index Date 7/17/1995 B7. FIRM Panel Effective/Revised Date 3/2/1994 B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile FIRM ❑ Community Determined ❑ Other (Describe) BI 1. Indicate elevation datum used for BFE in Item B9: El NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) BI2. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes Designation Date N/A ❑ CBRS ❑ OPA No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* 0 Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized N -397 Vertical Datum NGVD -1929 Conversion/Comments NONE a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) f) 9) Check the measurement used. 11.36 ® feet N /A. ® feet N /A. ►0 feet N /A. ® feet 9.60 Cl feet 9.24 9.58 ►Z� ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information 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. Check here if comments are provided on back of form. Certifier's Name William Herryman License Number 2804 Title Professional Surveyor & Mapper Company Name William Herryman, P.L.S Address 7220 NW 36"' STREET. SUITE 309 City Miami State FL ZIP Code 33166 Signatu() 7 Date 01/23/08 Telephone (305)554 -8583 FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 254 NE 101st STREET City MIAMI SHORES State FL ZIP Code 33138 For Insuran Company Use: Policy Num mpany dC 71ber SECTION D - SURVEYOR; ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments CROWN OF ROAD ELEVATION IS 9.65' THE ELEVATION OF THE ADDITION UNDER CONSTRUCTION IS 11.25' Signature 1Q ��a� --/di SEC :BUILDING Date 01/23/08 ❑ Check here if attachments N INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is (81 feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ► feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ® feet ❑ meters ❑ above or ❑ below the HAG. E5. 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, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name MARCELA & IVAN ASTRALAGA Address 254 NE 10181 STREET City MIAMI SHORES State FL ZIP Code 33138 Signature Date 01/23/08 Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law 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. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by 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 located 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 floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 254 NE 101st STREET Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Photographs date taken: 01/23/08 Top left photo: FRONT VIEW Bottom left •hoto: RIGHT SIDE VIEW Top right photo: REAR VIEW Bottom right •hoto: LEFT SIDE VIEW axto:; 7. .. 9/ �+e�asa` jl Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/23/2008 Inspector: Dacquisto, David Owner: ASTRALAGA, IVAN AND MARCELA Job Address: 254 101 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Garage Enclosure Block: Phone Number (305)773 -0577 Parcel Number 1132060134620 Lot: Building Department Comments GARE CONVERSION EXPANSION OF MASTER BATHROOM J�. 4 � J ! 236 8 Inspector Comments Passed (e 6. L-7' Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, June 23, 2008 Page 2 of 2 SPOT SURVEY -t�►�,. ROADWAY r.snVo,at� as.as., e.o60. 0°11.,970 7 SCALE =1N : 20' PROPERTY ADDRESS: 254 NE 101st STREET, MIAMI SHORES, FL, 33138 LOT 6 AND THE WEST 1/2 OF LOT 5, BLOCK34, AMENDED PLAT OF MIAMI SHORES SECTION #1, ACCORDING TO THE PLAT THEREOF, RECORDED IN LEGAL DESCRIPTION: PLAT 8001( 10, AT PAGE 70, OF THE PUBUC RECORDS OF MIAMI —DADE COUNTY, FLORIDA RECEOVE ':I (6°` N.E. 101st STREET JUN V` Zada AO 20' ASPHALT PAVEMENT 70' R/W -- - .-m®m BLOCK (—CORNER .•- if� -' ice•• •ice. �� 0 Kr •�� / /'i %� j� ��;�� %� ///e''/ 22.5 PARKWAY /I //- ' �■ I� /I�/ • j aL 115.00 ° a ' • 1 Via' 4 /2 FlP, 1/2" No I.D. 4 �' A 90'26 50 �� 89'3310 .,O.o N� itCela•1611 ON PL 0.7' j W = 21.40 ' -c., ,..._ ct of N z §. < < a: 3 Z. ?'+ , ._ 13,00' co _„_ LOT -7 BLOCK -34 E 115.0V 0,0� 10. ... ...:.:: I' i I _ +°'. 10.0 M Lt— Y °o• w o Z m Ln w I I- O . LLI C.) v C io 0.20' 8.40' 20.50' 03 8.00' 1 -STORY � REST 254 ri F.F.E= 11.36' ADDI110N UNDER CONSTRUCTION 11.80' ' 4; I .., i tr.:. , , F.F.E= 11.25' Sri . ....--- �? o in CV o13.10 .21.60 10:5' U z ,. ' AD . 0 z. • o v • ` / gi C A 3'X3' MN II MN ■!! ■0 STEPPING STONES 4 ■ I p r,� .yo ■ ■ ■ Z 11 +tb- CONC. SLAB 6.0'X6.0' FlP. 1/2" No I.D. // i � :. ,e'∎ ■El l's■! Q a II f ea ' ill i IN ■CJ 75.00 6 WOOD FENCE o FlP. 1/2" No I.D. 7 CERTIFIED TO: QL 15' ALLEY Z MARCELA & IVAN ASTRALAGA ;-0 10' ASPHALT PAVEMENT — BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY AGENCY REVISED ON 07- 07- 1995THE HEREIN DESCRIBED PROPERTY IS SITUATED WITHIN: DATE OF FIELD WORK 01 -23 -08 BY: WILLIAM HERRYMAN. PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. 2804 STATE OF FLORIDA. -.. DATE 01 -23 -08 _- - REVISED ON ZONE X BASE FLOOD ELEVATION N/A COMMUNITY NUMBER 120652 REVISED ON PANEL NUMBER 0093 SUFFIX .I PANEL DATE 03-02 -1994 THIS CERTIFIES THAT THIS SURVEY OF THE PROPERTY DESCRIBED HEREON WAS MADE UNDER MY SUPERVISION AND THAT THE SAME MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 61017 -8, FLORIDA ADMINISTRATIVE CODE, PURSUANT 10 SECTION 472.027. FLORIDA STATUTES LEGAL NOTES THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. EXAMINATION OF THE ABS1RACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS. RESERVATIONS OR EASEMENTS OF RECORDS. LEGAL DESCRIPTION PROVIDED BY CLIENT. THE LIABILITY OF THIS SURVEY IS UNITED TO THE COST OF THE SURVEY. UNDERGROUND ENCROACHEMENTS, IF ANY, ARE NOT SHOWN. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS AND /0R UNDERGROUND IMPROVEMENTS OF ANY NATURE IF SHOWN BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. IF SHOWN. ELEVATIONS ARE REFERRED TO N.G.VD. CF 1929. THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:10000. NOT FOR USE IN CONSTRUCTION ORDER NO. 2008 -008 WILLIAM HERRYMAN. P.LS. 2804 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISiD SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER LEGEND AND ABBREVIATIONS A. ARC DISTANCE C.M.E. CANAL MAINTENANCE FT FEET. N.T.S.° NOT TO SCALE. P18I- PERMANENT REFERENCE Se SOUTH. W.F.. WOOD FENCE A/C. AIR CONDITIONER PAD. EASEMENTS. FNIP.. FEDERAL NATIONAL • SECONDS WS• WOOD SHED. C.P =IC. PORCH. INSURANCE d •NO.• NUMBER. MONUMENT. T. TANGENT. W/R. WOOD ROOF. A.E. ANCHOR EASEMENT. a ASPIC. ASPHALT. D.E• DRAINAGE EASEMENT . F.N. . FOUND NAIL 0/S• OFF SET. P10.. SURVEYOR. L LAND B.C.° BLOCK CORNER D.M.E. A MANTFNANCE H.. 19tH DGHT) O.H.• OVERHEAD TOP° TOWNSHIP. t. CENTRAL ANGLE �75 D1.dI:G.. Dl AND ECtES3 OVH• OVERHANG R• RECORDED DISTANCE UTI..• U1MTY. 1('L ° CENTER LINE. BBAL. BENCH M T.•ppyEYEFUT. U.P.. UTWTY POLE .X. ANGLE. BAL. BENCH MARK DRIVE. DRIVEWAY ICENSE EASEMENT. ,. PLANTER RR, RAIL ROAD. 0.09.. BASIS OF BEARINGS. E° DEGREES. LP.UUENSED BUSINESS PROPERTY LINE RIG T-OF- W.M. . WATER METER. R RIGHT-OF-WAY. E. EAST. LP. LIGHT POLE 00.- C. CURVE _ _ P.00• POINT OF LJR'.E. ND CURVE RADIUS OF RADIAL 0.00 PROPOSED ELEVATIONS. E.T.P. ELECTRIC PAD AEA�NEIVT °OVEt �7RANSFORMER ). � L.M.E• LAKELAKE YNNTENANCE PT.- POINT OF TANGENCY. a SCE, POINT. — . — HEAD UTILITY LINES Cis CALDJLABA�.9N ENCR.. ENCROACHMENT. .. MINUS, MCC.. POINT OF COMMENCEMENT. SF &• SECTICK. —1106-- v FENCE C.B.S. W� CCONCRETE BLOCK STRUCTURE FJl.• FIRE HYDRANT. /H. M... MEASURED DISTANCE. P09 POINT OF GWM G. STY STC2Y. CJg9i,. CiN BLOCK WALL FCARg,�, FOUND IRON RO AL/L• MONUMENT LINE P.RC- P SIP.. IRON PIPE ° CM ,F CHAIN L9IX FENCE FF.E.. MU FLWELEVA710N. PA NTH CAP P.LS. 3102 CLv CLEAR . Mailitictuc C.B.S. WALL (CBW) �� F.NFR. FOUND NAIL & DISK � � P AY. SP . . VERTICAL DATUM. POR01 �_ F.IR0N FENCE CONC.. CONCRETE RAME. N.• NCCiiIIIiiH Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Roofing js' FEB 0 1 2000 i BY: Permit No. Master Permit No? (___07 —1616 Owner's Name (Fee Simple Titleholder) M q it Cato, A5 , ij a Phone # 30C . 3 -2.. a7 0 3 Owner's Address a 5 N (® (s'' �t �f City 1 `avn l S p ye S State F L Zip 3 3138 Tenant/Lessee Name Phone # Job Address (where the work is being done) 5 Ca e . City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO 1� Contractor's Company Name I _�JV v"�-o OWV.9y Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ddition iteration [Kew ❑ Repair/Replace ❑ Demolition Describe Work: Tg_ U SS 6 S Submittal Fee $ Permit Fee $ 35' CCF $ CO /CC Notary $ q °- Training/Education Fee $ Technology Fee $ Scanning $ 1 Z VD Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ '°l�'�J 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 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 Contractor The foregoing instrument was acknowledge before me hi_sO 1 The foregoing instrument was acknowledged before me this day of , 20(k, by � CI CIS` Y ld , 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 o a` ' as identification and who did take an oath. 5 NOTARY UBLIC: o�s1°1o� NOTARY PUBLIC: Aff My Commission Expires: Sign: Print: APPLICATION APPROVED BY: (Revised 07/10/07) Sign: Print: My Commission Expires: 2 / Ag Plans Examiner Engineer Zoning Inspection Date: 06/05/2008 Inspector: Levrock, James Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 0.7. 100 Owner: ASTRALAGA, IVAN AND MARCELA Job Address: 254 101 Street NE Miami Shores Village, FL Project: <NONE> Contractor: FLORES PLUMBING Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)773 -0577 Parcel Number 1132060134620 Lot: Phone: (305)827 -7890 Building Department Comments Wednesday, June 4, 2008 Page 2 of 2 • - ' -'ct I r Comments / Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, June 4, 2008 Page 2 of 2 o7 /6/4 ci Engineering Cover Sheet 2 r� This cover sheet is provided as per Florida Statute 61G15-31.003 in lieu C'' sign g d sealing each individual sheet. An index sheet of the truss designs is attached which is numbered and with the identification and date of each drawing. Engineer of Truss Design Package John A. Ilter, P.E. job EL Reb. Eng. No 36205 3320 Paddock Road Weston, Fl. 33331 (954) 600- 7123 Project Name: ASTRALAGA # 1 -9 -08A ASTRALAGA - RESIDENCE 254 N.E. 101 STREET MIAMI SHORES,FLORIDA Building Authority : MIAMI SHORES,FLORIDA Design Load: 30 + 15 + 0 + 10 PSF Building Code: FBC2004 /TPI2002 /ASCE7 -02 Software Used: MiTek (&,20/20 2000 Ver. 6.4. •••• • • • • •••• • • • • • •• • •• • • • • • • • •• • • • • •••• •••• • • • • • • •••• •••• • • • • • • •• •• • • • • • • • • • • •••• • • • • • •••• • • • • •• • •• • • • • •. • �NO EXCEPTIONS TAKEN o MAKE L')RRECTIONS INDICATED. Q AMEND AND RESUBMIT. o REJECT ED AND RESUBMIT Fev.ew only for cor'ormance w,th Ces gn concept, intent and general Comphonce with the contract aoci.ments. Review does not relieve the Contractor from the responsibility of confirming and correlating all quontdieS and dmensions, detoits of design, job and Site conditions, Construction meons and methods and job coordnaliOn. TAIN - RAMIREZ, INC. CONSULTING ENGINEERS 2000 N.W. B9th PL MIAMI, FLORIDA 33172 C.A. # 27157 PHONE. 305 839 -9800 SHOP DRAWING REVIEW DATE' Jos). 26* 2 BY nR ROYAL TRUSS CORP. 9550 NW 79 AVE #5 HIALEAH, FL 33016 Phone: 305 -822- 0020/21 Fax: 305 -822 -0029 To: ASTRALAGA Reaction Summary Job Number: Page: 1 Date: 01 -15 -2008 - 9:26:27 AM Project ID: 1 -9 -08 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: Designer: mtm Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: no _' 4 Ti 53 lbs. each 13 - 6 - 0 COMMON 2 -6 -15 4.00 0.00 Joint1 Joints �0 8341bs. 8341bs. -416 lbs. -416 lbs. ° 1 V11 35 lbs. each 12 - 0 - 0 ROOF TRUSS 2- 0- 0 4.00 0.00 Q4./ ayEA Joint l Joint 4 Joint 3 n5 2801bs. 8031bs. 2801bs. ` gNt1 Cry ,,,4,0,/ / -137 lbs. -396 lbs. -137 lbs. 441 1 V3 9lbs. each 4 - 0 - 0 ROOF TRUSS 0 -8 -0 4.00 0.00 Jointl Joint3 C Ar 143 Ibs. 143 Ibs. O Q � -79 lbs. -79 Ibs. a r1e. 1 V7 22 lbs. each 8 - 0 - 0 ROOF TRUSS 1- 4- 0 4.00 0.00 Joint 1 Joint 4 Joint 3 199 lbs. 407 lbs. 199 Ibs. -116 lbs. -195 lbs. -116 lbs. 1 •••• • • • • •••• ••• • • • •• • •• • • • • • •• ••• • • • ••• •••• •••• • • • • • •••• •••• ••• • • • ••• • • •• •• • ••• • • • • • • •••• ••l • • • • •••• • • • • ••II •• • •• • • • • i▪ • • • •• • •• ••• ••• • • • ••• • ••• • Sou 1 -9-08 buns T1 Truss Type COMMON -Qty 4 Hy 1 ASTRALAGA Job Reference (optional) Royal Truss Coro. Hialeah Ga dens. FL 33016. Eddie Davies 6.500 s Mar 8 2007 MITek Industries. Inc. Tue Jan 15 09:23:52 2008 Page 1 0 -0 -1 3-9 -6 3-9 -6 4.00 12 6 -9-0 9-8-10 13-6 -0 2x4 2 -11 -10 4x5= 3 2 -11 -10 2x4 4 3-9 -6 13 -16 -1 0 -0-1 Scale = 1:23.2 0 r 7 6 8 3x5 6 -9 -0 3x8= 13-6 -0 3x5 6 -9 -0 6 -9 -0 N Io Plate Offsets (X,Y): [1:0 -3- 14,0 -1 -8], [5:0 -3- 14,0 -1 -8] LOADING (psf) TCLL 35.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.32 BC 0.57 WB 0.14 (Matrix) DEFL in (loc) I/defl Vert(LL) -0.13 1 -6 >999 Vert(TL) -0.23 1 -6 >681 Horz(TL) 0.04 5 n/a L/d 240 240 n/a PLATES GRIP MT20 244/190 Weight: 54 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 834/0 -8-0, 5= 834/0 -8 -0 Max Upliftl=- 378(LC 3), 5=- 378(LC 3) BRACING TOP CHORD BOT CHORD FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 1812/853, 2 -3 =- 1374/631, 3-4 =- 1374/631, 4-5 =- 1812/853 BOT CHORD 1- 7=- 744/1654, 6- 7=- 744/1654, 6-8 =- 744/1654, 5 -8 =- 744/1654 WEBS 2- 6=- 481 /305, 3-6 =- 159/461, 4-6= 481 /305 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category 11; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 Ib uplift at joint 1 and 378 Ib uplift at joint 5. 6) This truss has been designed for a moving concentrated load of 200.OIb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. Structural wood she thing directly ae plied o r 4-2 -13 oc • • purlins. •' • • • • • Rigid ceiling directly applird er 6- 9 -3•oc Ifh'&cing. • •••• • • ••• • •••• • • •••• • • • • •• •• • • • • • • • • • • • •• • LOAD CASE(S) Standard • • • • • •. •••• • • •••• •• • • • • •• • John A. liter, PE # 36205 305 - 823 -7303 JAN 1 6 2008 14337 Commerce Way Miami Lakes, FL 33013 • • • • • • • • • • • don 1 -9-08 truss V11 Truss Type ROOF TRUSS Qty 1 Ply 1 ASTRALAGA Job Reference (optional) Royal Truss Corp, Hialeah Ga dens, FL 33016, Eddie Davies 6.500 s Mar 8 2007 MITek Industries, Inc. Tue Jan 15 09:23:53 2008 Page 1 6 -0 -0 12 -0 -0 I 6 -0 -0 6 -0 -0 Scale = 1:19.9 4x8 = 4.00 12 2 1 3 — ...r,7. ,....,„,,,,,, ■ i•��,,or,... ,,,0. ∎...,,,.. , � ..�'v v . . . ■ ■ ■ ,,,,,,•,,,,, i glk , ∎a ∎a,, ,7,L,A,7 AWAV N ,,A1/�� PA1IA1 .A ,IA 1r,grA ∎�� ,LWA7 3x5 % 2x4 11 3x5 12 -0 -0 12 -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (Ioc) I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.00 TC 0.41 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 20.0 Lumber Increase 1.33 BC 0.25 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 36 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly aDalfetioj 6-0 -0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. • • •••• OTHERS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly %appliedor 10 -0.0.oc bracing. • • • •• REACTIONS (Ib /size) 1= 262/12 -0 -0, 3= 262/12 -0 -0, 4= 803/12 -0 -0 • • • Max Upliftl=- 126(LC 2), 3=- 126(LC 2), 4=- 356(LC 2) • Max Grav 1= 280(LC 3), 3= 280(LC 4), 4= 803(LC 1) • •••• • • • • • •••• ••• •• • FORCES (Ib) - Maximum Compression/Maximum Tension • • TOP CHORD 1 -2 =- 116/67, 2 -3 =- 116/67 • • • • • • • BOT CHORD 1- 4= 0/38, 3-4 =0/38 • • • WEBS 2- 4=- 616/362 • • • • • •••• • • • • NOTES • ' •••• • •. • 1) Unbalanced roof live loads have been considered for this design. • • • • • • • • • 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; • • • C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 Ib uplift at joint 1, 126 Ib uplift at joint 3 and 356 Ib uplift at joint 4. LOAD CASE(S) Standard John A. Ilter, PE # 36205 305 -823 -7303 JAN 1 6 2008 14337 Commerce Way Miami Lakes, FL 33016 AM 1 -9-08 buss V3 Truss Type ROOF TRUSS Qty 1 Ply 1 ASTRALAGA Job Reference (optional) Royal Truss Corp, Hialeah Ga dens, FL 33016, Eddie Davies 6.500 s Mar 8 2007 MiTek Industries, Inc. Tue Jan 15 09:23:53 2008 Page 1 I 2-0-0 114 = 4-0 -0 I 2 -0 -0 2 -0 -0 Scale = 1:6.6 4.00 12 2 3 1 ** III,* •••••••••••••••••••••••••••••••• ��• �••••••••••••••••••••• �•�•�•�•�•�•�•�•�•�•�•�•�•�•••, * III* ��••••••••• •�•••••••••••••• •�•••••••••• ��••••••••••••••••••••••• ••••••••••••••••••••••••••••••, • 2)(4% 2x4 4-0 -0 4-0 -0 Plate Offsets (X,Y): [2:0- 2- 0,Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 35.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 20.0 Lumber Increase 1.33 BC 0.05 Vert(TL) n/a - n/a 999 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: 9 Ib •••• LUMBER BRACING • • TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood she thing directly aapIied • r 4-0 -0 oc • BOT CHORD 2 X 4 SYP No.2ND purlins. •' • . • • • • • BOT CHORD Rigid ceiling directlyeppliplbr 10 -010 ocblacing. REACTIONS (Ib /size) 1= 143/4 -0 -0, 3= 143/4 -0 -0 • • Max Upliftl = -72(LC 2), 3= -72(LC 2) •••• • •••• • • • • •••• ••• • FORCES (Ib) - Maximum Compression/Maximum Tension . • • TOP CHORD 1 -2 =- 207/132, 2 -3 =- 207/132 • • BOT CHORD 1 -3 =- 108/182 • • • • • • • • • NOTES • • • •••• • • 1) Unbalanced roof live loads have been considered for this design. • • •••• • 2) Wind: ASCE 7-02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; • • : • • • • .. C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. • • • • • • 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 Ib uplift at joint 1 and 72 Ib uplift at joint 3. LOAD CASE(S) Standard John A. titer, PE # 36205 305 - 823 -7303 JAN 1 6 2008 14337 Commerce Way Miami Lakes, FL 33016 • • • 1. • ,Ion 1 -9-08 I russ V7 Truss Type ROOF TRUSS Qty 1 Ply 1 ASTRALAGA Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 6.500 s Mar 8 2007 MITek Industries, Inc. Tue Jan 15 09:23:53 2008 Page 1 4-0 -0 8-0 -0 1 1 4-0 -0 4-0 -0 Scale = 1:13.3 4x5 = 4.00 112 2 3 1 O � Iv - -.*:∎•••••• :∎. -S•• ••• • :44* — • • ••••••••••• ••• ••••••••••••• -S.-.- +• ••".• ••• ••• ••••-.". ".".".— - ∎ :∎•∎ :∎ : ∎ :+:∎ :**: 2x4 % 2x411 2x4 8 -0 -0 1 8 -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (Ioc) I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.00 TC 0.25 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 20.0 Lumber Increase 1.33 BC 0.05 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 23 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly Virrelfqr 6 -0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. • • •••• OTHERS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directlyaalfedpr 10- 0•0•oc bracing. • • • • • • •• REACTIONS (Ib /size) 1= 199/8 -0 -0, 3= 199/8 -0 -0, 4= 407/8 -0 -0 • • • � Max Upliftl =- 111(LC 2), 3=- 111(LC 2), 4=- 166(LC 2) •••• . •••• • • •••• • FORCES (Ib) - Maximum Compression/Maximum Tension • • • • • • TOP CHORD 1- 2=- 61/36, 2- 3= -61/36 • • • • BOT CHORD 1-4= 0/17, 3-4 =0/17 • • • • • • WEBS 2- 4=- 330/205 • • • • • • • • •••• NOTES • • 1) Unbalanced roof live loads have been considered for this design. • • • • • 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; • • • • • • •. C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. • • • 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 Ib uplift at joint 1, 111 Ib uplift at joint 3 and 166 Ib uplift at joint 4. LOAD CASE(S) Standard John 305 -823 -7303 36205 JAN 16 ?O8 14337 Commerce Way Miami Lakes, FL 33016 ......El,_1 I;N Aii a 4,, aura a .. • Continuous Bracing @ 24" o.c. in areas without plyw. sheathing Valley Trusses Valley Truss • 12 pitch -\14to7 Partial Roof Layout Supporting Truss Valley Trusses © 24 7 o.c. . Design Loads: 30+ 15 +.0 +10 PSF, 33% DOL Wind Speed 146 MPH, 10 PSF Dead load mber 2x4 No 2 ND SYP rain: chords 2x4 No :'3 SYP min. webs •' '• 6" wedge.nailed to truss w/ 2-8d toe- nails, or bevel cut bottom chord of valley truss • • • :, • • ...• • • et r. . >••••r: . otes: .:. (a) Provide cunt bracin onverticals over 6' =.3"r Connect bracing g . • • to verticals w/ 2,10d nails. Bracing must be tied to a feed point at ends • (b) Max. Spacing for vertical studs is 6' 0" ° • '• fp r; , • (c) Conn. for uplift with min. 1-1/4" 16 ga. twist strap at 4' - 0" o.c. with 4, 10d nails each side of strap. (ASCE 7-02, FBC 2004) (d) Brace top chords of supporting trusses with plywood sheathing or 2x4 Cont. bracing at 24" o.c. liter. ps $...6205 liter Engineering Ltd. Co. — �s23�.. 3320 Paddock Road Weston, FL 33331 954 -600 -7123 O 1 f 2008 cr,n,erce Way6 FL Reg Eng. #36205 .••• •••. • .. • Customer. Royal Truss Job: Valley Detail Project: Date: 12/20/06 Scale: NTS •.••.• 6444 • • • This safety alert symboled to attract your attention! PERSONAL SAFETY'S INVOLVED! When you see this symbol - BECOME ALERT - HEED:TS — MESSAGE.:. I_ .. CAUTION: - A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures,''" HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES® • 'r: I i DANGER: ..A DANGER designates a conditlo where failure to follow instructions or heed Warr % ing will most likely result In serious persona .. injury or death or damage to structures. •, ;.;- -r WARNING: =A WARNING describes:a conditlo where failure to follow Instructions could result I ”severe personal injuryior damage to- structure: 1 TRUSS PLATE INSTITUTE 583 D'On'ofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 is the responsibility of the installer (builder, building contractor, licensed personnel inthewoodtruss Industiy. but must, duetothenatureofrespcnsibii: ontractor, erector or erection contractor) to properly receive, unload, store,. involved, be presented as a guide for the use of a qualified building designe. . candle, install and brace metal plate connected wood trusses to protect life and irstaller.Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibi property. The installer must exercise the same high degree of safety awareness as fordamagesarising from the use, application or reliance on the recommendatic with any other structural material. TPI does not intend these recommendations to and information contained herein by building designers, installers, and othE ze interpreted as superiortotheprojectArchitect's or Engineer's design specification •Copyright C by Truss Plate Institute, inc. All rights reserved. This documem 'or handling, installing and bracing wood trusses fora particular roof orfloor.These .. any part thereof must not be reproduced in any form without written permiss -ecommendations are based upon the collective experience of,leading technical.... of the publisher.. •Printed in the United States of America::.:. • .. .; CAUTION: The older blallding coijtracto PIRA s� contractor; erector or` erection contractai�_::T wised to obtain• and read the;entire booklet�'Cgitt� � �. 4•. ,... ,ssp F.rf�rr rnentary and Recommendations .fort Handling 1.x"1 =z stalling & :Bracing Meta! Plate .Connected Woo Trusss; tilB -91 ° frorrijtho 'russ?plate�irts itt 1 > C,6,4 .gPr> rscili houid be no les: f �nx .jrade.r"m�arCe�r�lumbar,Alt c nnect .., 4 ion: s iould; e''made w1 hrri�t imum'o 2 7 sd nails, Ai rus;ses ssurtted2`ori -cent r orless 'Ali multi p1} ` e�coni ected tcgethe to col USS " STOA 7 i�?N: uS a itOUlct;:: ;f1, r Q i loaded: on;;rou erra! "ors: ..�Ikd ?ieve uiae '02re. a +p • • • • •• .. • • •.. •• • • • • • • • •• • •••• _ • • •.••• • •••.•• • • • •. • 8, -10' 8' -10' I Trusses stored horizontallyshould be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until installa tion begins or lift bundled trusses pith e. band •• 'WARN Do not use d g a d am.. uses y: ".4 .; Frame 1 • Trusses stored vertically should be braced to prevent toppling or tipping. • DANGER:Walking on trusses which are lying 1.e•.flat is extremely dangerous and should be strictly ;prohibited. ..... ; • { *�. "... ' . �Y` ... h.' r "ag ine ► I•`0 1 Approximately '/a truss length Approximately '/a truss length Truss spans less than 30'. • Spreader Bar _111111111, Spreader Bar Toe In Approximately 1/2 to 35 truss len a th Less than or equal to 60'. • Tag • Line .' Tag Line .u,. WARNING: Do not lift single trusses'with spans greater than 30' by the peak. ' i MECHICAL"; ;INSTALLATION' Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of suflcient strength to carry the weight of the truss. Each truss should be set In proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed.' Tags. .LIne.; ; Strorigback/ ' SpreaderBar Strong back/ SpreaderBar �. Approximately ,� 15 to 3h truss length . Greater than 60' WWI . Approximately 1/a to'y'% truss len ; th .. Less than or equal to 60' Tag.: e • { r,t . B,x11',lf � Lies insk�f . +y_1der spac ,-Greater than 60' I.t a e.-for. (h7e'1nst 11at ccordanc ajC ROUND BRACIi 'G UILDJ , G EX-TERM •• •.•,It:.!. •Typl:il Ooft?af • En8Watt • • •., • ••.. attsahment • ' •ptaS •.. • 6•••• • — • • Grpund•Brace Vortical. (GBV) Qrou.p •brae" F'1' • • - f.;.at:tru.e of ( ,,. 9 pup of tru■ ,,... brace (EB) Strut (ST) Typical horizontal tie member with multiple stakes (HT) -...•:.. i4 tc. by 1!ii:Te']:ii Ii. W.J;' 4f'1�ri:!it::9. ',. ,- .tt+�.y:ir.:,...-.....,. .,'. t,•'..�.: . ►" *`'CAUTION:. Ground pacing required for allInstalations.. Frame 2 12 .—� 4 or greater ':;' ';: SPAN ;, i" MINIMUM PITCH , TOP CHORD ' LATERAL BRACE SPACI G LB H ( � + TOP CHORD DIAGONAL BRACT SPACING (DBS) : • , [# trusses] ;, .:.,, ;ill "," • SP /DF- 20 SPF/HF 15 Up to 32' 4/12 8' Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. SP - Southern Pine SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace Required Topchorde that ere laterally braced can buckle togetherand cause collapeeitthero lanodiago- nalbracing. Diagonal bracing should be naked to the underside of the top chord when puffins are attached to thetopelde of the top chord. , ?ITC IED TRUSS; q ra �. rli��7�y..y'.',%' 4r �„6 �i TOP CHORD hex ,•� r MINIMUM i TOP CHORD DIAGONALBR CE PITCH,y: LATERAL BRACE SPACING'(DB' SPAN DIFFERENCE SPACING(LB& a' da {# trusses] " ': �' ^y. SP /DF . SPF(HF Jpto28' 2.5 ....,...!......,1‘'. 7' 17 12 fiver 28' - 42' 3.0 6' 9 6 wer42' -60' 3.0 5' 5 3 wer 60' .:,!..See a registered professional engineer :ontinuous Top Chord _ateral Brace aequired All lateral braces • lapped at least 2 trusses. 10' or Greater Attachment Required Frame 3 • • Top chords that are laterally braced can buckle togetherand cause collapse H there Tone diago- nal bracing. Diagonal bracing should be nailed to the underside of the lop chord when purline are attached to the topside of the top chord. SCISSORS TRUSS 12 ----� 4 or greater SPAN • MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBS) - BOTTOM CHORC DIAGONAL BRAC SPACING (DBS) (# trusses) SP /DF SPFIHF 15 Up to 32' 4/12 15' 20 Over 32' - 48' 4/12 15' 10 . 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. 3ttom chord,.diagonal bracing repeated ..~ each end of the building and at same .•;acing.as top chord:diagonai bracing: f sBC?T'� ©M CHORD PLANE*"] •.• $�'��. =.tip � ;• hose - c.rnmen.. • - a• ■• • ..I*. • • •a •• • ; • = • i • • •••••- 1•11••, • • ••••• •••• •`fir • • • :,.a • • 1•ai•••. . •• •• • •• • • •1111• • •Crossbracing lifieaied ...).•;- at eatttfbnd of $tie• • • • buil liig'end at 20' Intervals r - Permanent sAs continuous 0 ?, lateral bracing °c as specified by the truss engineering. /EB MEMBER PLANE Frame 4 SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONAL BRACE SPACING (DBs) • [# trusses] SP /OF SPF /HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 OLet 48' - 60' 48" g' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce - Pine -Fir 2x4/2x6 PARALLEL CHORD TRUSS op chords that are laterally braced can buckle ether and sauce collapse if there lane diago- al bracing. Diagonal bracing should be nailed t the underside of the top chord when purlins re attached to the topside of the top chord. Continuous Top Chord ^� Lateral Brace T� =11– Required 10' or Greate Attachment ,/ Required 30' or greater ' The end • diagonal brace for cantilevered • .trusses must be 2 ••, • placed on vertical s webs in line with • the support. yf End diagonals are :esstlptr4ftt stability and must be dupillale both ends of the truss system. - �t Aigi�t 5 i =U -:rr_...aL•'•r."r•y� y;, '.t. s ,,.a -a... _ . • ING,F�.FanW a o_ olio a ''_"'ttoinili . - . ,i . :,.A.. 'gk,.. p-145 f~ •! e t .. r fihtiese r• v'lr• a c�ai[oris t:ouid �su�t ilk 1severr perrsson4 injury'orf,aT'amagetGfrus esorb Pldi'ngwie` PARALLEL CHORD1.TRUSScTOP.cHoF d.'l Top chords that are laterally braced can buckle togetherand cause collapse Uthere lane diago- nal tracing. Diagonal bracing ahoutd be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. N4 4. • 9r`a��'•- CgritinuoUs •• t.bxy.fe4' 14 • •'i rrif • • . •••• r• ••••- .• :: • • •• •• . 3G•f oesi • • • • •• •• • • •• • Top Ciria •�•i• L810fEi?raCe • . Required . •I • .`•Zd' or Great • • • • • • e Attg Jtypent ,11 • • I • •. R ®9tiijeda: —� a. •• • • • • • • •• • End diagonals are est:eptiai stability and must be dup`licate�i 4Y• , a;. both ends of the truss system. -'t` 'R Frame 5 Trusses musthave Iu ber oriented in the h: zontal direction to u this brace spacing. SPAN • MINIMUM PITCH '' • • TOP CHORD ' • . LATERAL BRACE SPACING(LBS) TOP CHORD,` DIAGONAL BRACE SPACING (DBs) ; •c :• (# trusses) . • SP /DF SPF /HF ID, 10 24' 3/12 8' 17 12 Over24' -42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' _ See a registered professlona engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce -Pine -Fir Diagonal brace also required on -.; end verticals.. 12 -1 3 or greater 0' e• All lateral bre lapped at lea: trusses. Top chords that are laterally traced can buckle togethorand causeeollapse inhere isno dlago- nal bracing. Diagonal bracing should be nailed to the underside of the to chord when piirary are attached to the tdpalde of the top chord +-. ilule�.. att KG 8 e . -40140a hes�:.�ecommend ecouldl'esuii seve�Peonarur�ro�ma�: p rues`c�..n�(irtg4r9,�• INSTALLATION TOLERANCES • - ..- &‘: • ':, is •; ••• ,•••Le th .4••••• ..•...- •. •Lehr,) • .. •.•.• • 11 '1•: • ;•••••• • PLUMB Lesser of D /50 or 2" -, bQt j= ro o;TM;: Ph'' 12° 1/4° 1' 24" • 1/2" 2' •36" ` 3/4° 3' 48" 1 • 4' 60" 1 -1/4" 5' 72" 1 -1/2" 6' 84" 1 -3/4" 7' 96" 2" 1 8' 108" 2" 9' Maximum Misplacement - Plumb Line r 1 1 Frame 6 L(in) • - 'iai..ijiv :iii=• -�r ......tr::: • 1•Lasser L/200 tl .• . • • •••� • i• • • •• • •• i. L(in) L(in) L/200 L(ft) 50" 100" 150" 1/4" 4.2' 1/2" 8.3' 3/4" 12.5' f • • • .• • 3 :................ • ... f Lesser of L/200 or 2" Lan) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1 -1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER:' :'. Under no 'circumstances should construction loads of anydescription be placed on unbraced trusses:: • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 t t ect>€ : umbet...1 Inspection Date: 01/24/2008 Inspector: Dacquisto, David Owner: ASTRALAGA, IVAN AND MARCELA Job Address: 254 101 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Garage Enclosure Block: Phone Number (305)773 -0577 Parcel Number 1132060134620 Lot: Building Department Comments GARE CONVERSION EXPANSION OF MASTER BATHROOM et- / Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, January 24, 2008 Page 1 of 2 SPOT SURVEY 41r ROADWAY • qw. a . 2276173° rat, SCALE= INN► 20• • • • • • • PROPERTY ADDRESS: 254 NE 101st STREET, MIAMI SHORES, FL, 33138 • • 0 • • • LOT 6 AND THE WEST 1/2 OF tOT•5, BlOCKE4, AMENDED PLAT OF MIAMI CHORES SECTION #1, ACCORDING TO THE PLAT THEREOF, RECORDED IN LEGAL DESCRIPTION: PLAT BOOK 10, AT PAGE 70, Ct -ME PLBUC RF48RDS 0•F:MIAMI -DAIE :OI•4TY, FLORIDA K t \ •• • • • •■ ••• •• ,6; ': •'•• • CIE •:101'st STREET �� .- •- •---.- }�; 20' ASPHALT PAVEMENT 70' R/W 8/7 BLOCK w WFI / /i / /�• l/// //j Iy/ ///I # '4/ I. //, , A *1' � jl�,, - - /� 22.5' PARKWAY I/ / / -- �, I� /// .��j�' [CORNER 115,00' qM ) 75.00' . . °5sIDEWAu<•• Df, .I J� �., 2 JAN 2 4 2000 ,-/ P. 1/2" I.D. ti°' } 4 .� 6'50° �, +°', F-7. o t \ 89'33'10° 10.0 FIP. 1/2" No I.D. ON PL BY: • • liami Shores Village BY, 1 DATE Ilk II QO b11 �` T . . 8 .. 21.40' -4- CM 13.00' b oo M:i u I: o > �/ I -• %•• 10. 4 .p 10.0' LL I� ° Y °o w a • °z °° r r- I- Z S io 0.20 20.50' o 8.40 co I �Y � o o n LC) • i I__ i 8.00 o 1 -STORY `� RES# 254 • ri F.F.E= 11.36' P ADDITION CONSTRUCTION 11.80' I". � C cc a D C7 Z z D 9 �� F.F.E= 11.25' ° 21.60 In .. Z ¢ z} Z' 0f ', 44 ILE'.,:.:, : '. 105 • ce z. • v isi 1...ri ' °O 13.10 0 I �. 0.3' :' ii A/C _ 3'X3' ■■■ ®ITV ■ ■ ■ • ■ STEPPING ■ i ■ ■ ' STONES q ■ ■ ■ p ►I 4 . ■ ■ it ■ +°'• CONC. SLAB ' 6.0'X6.0'` ° FIP. 1/2" No I.D. H I o e� . .: • rz liii ■ ! ■ ■ • ■ L I 75.00' 6' WOOD FENCE MINIM FIP. 1/2° No I.D. — --� 7 CERTIFIED TO: Z O Z MARCELA & IVAN ASTRALAGA / -0 15' ALLEY 10' ASPHALT PAVEMENT ; BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY AGENCY REVISED ON 07 -07- 199 5THE HEREIN DESCRIBED PROPERTY IS SITUATED WITHIN: DATE OF FIELD WORK 01 -23 -08 BY: WILLIAM HERRYMAN. PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. 2804 STATE OF FLORIDA. di _.. DATE 01 -23-08 REVISED ON ZONE X BASE FLOOD ELEVATION N/A COMMUNITY NUMBER 120852 REVISED ON PANEL NUMBER 009.3 SUFFIX .1 PANEL DATE 03-02 -1994 THIS CERTIFIES THAT THIS SURVEY OF THE PROPERTY DESCRIBED HEREON WAS MADE UNDER MY SUPERVISION AND THAT THE SAME MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 81G17 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027. FLORIDA STATUTES LEGAL NOTES THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, UMITATIONS, RES1RICTIONS, RESERVATIONS OR EASEMENTS OF RECORDS. LEGAL DESCRIPTION PROVIDED BY CUENT. THE UABIIJTY OF THIS SURVEY IS LIMITED TO THE COST OF THE HAS UNDERGROUND LOCATE FOOTING AND/OR FOUNDATIONS AND /OR SHOWN. IMPROVEMENTS OF ANY NATURE IF SHOWN BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. IF SHOWN, ELEVATIONS ARE REFERRED TO N.G.V.D. OF 1929. THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:10000. NOT FOR USE IN CONSTRUCTION WILLIAM HERRYMAN. P.LS. 2804 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL E SEAL OF A FLORIDA UCENS O SURVEYOR AND MAPPER ORDER NO. 2008 -008 LEGEND AND ABBREVIATIONS A• ARC DISTANCE C.M.E. CANAL MAINTENANCE FT. FEET. N.T.S. NOT TO SCALE. PRY= PERMANENT REFERENIE S SOUTH. W.F. = W00D FENCE A/C. AIR CONDITIONER PAD. EASEMENTS. FNIP.• FEDERAL NATIONAL a SECONDS W.S. WOOD SHED. A.E. ANCHOR EASEMENT. CP = CC N0. PORCH. INSURANCE i)-N S. NUMBER MONUMENT. T° TANGENT. WA. WOOD ROOF. ASPH.. ASPHALT. DL: DRAINAGE EASEMENT . FN.. FOUND NAO.. 0/S. OFF SET. P.LS• PROFESSIONAL LAND ( OJT.. OVERHEAD SURVEYOR TRIP. TOWNSHIP. .8,- CENTRAL ANGLE B.C.• BLOCK UI DI COIBVER. O.N.E. R�OE,I,S AINiENANCE IN.SE0.• NORESSBAND E e OVERHANG O. RECORDED DISTANCE UM= UTILITY. Q ° CENTER LINE BLDG.. BUILDING. DRIVE• DRIVEWAY EASEMENT. PIE: T. RR. RAIL ROAD. UP.• UTILITY POLE +z• ANGLE B.Y m BENCH MARK RESIDENCE W.U. • WATER METER 9.0.9.. BASIS OF BEARINGS. P/L. PROPERTY g VFW R RIGHT - -OF- AY. �LINE� E. EEAGT. LAP. PT PT POLE C. CURVE P.C.G• POINT OF WIND ETP.• ELECTRIC TRANSFORMER PAD L.F.E• LOWEST FLOOR ELEVATION. P.C.. POINT OF wnvt RAMS OF RADIAL 0.00 ®pppppgp ELEVATIONS. (C). CALCULATED ELEV.. ELEVATION. R.R. RADIUS POINT. LM.E• LAID= YAINIFNANCE EASf9NENT PT.. POINT OF TANGENCY. RGE.. RANGE. —m— OVERHEAD UTTUTY ONES C.B. CAT191 BASIN. ENCR• ENCROADHYENT. MINUTES. P00.. POINT OF CX901ENCEMEEIT. sm.. SECIKXN. C.B.S. CONCRETE BLOCK STRUCTURE F.H.. FIRE HYDRANT. LI, MEASURED DISTANCE PCB, POINT NR STY. STORY —i /iz WF =WOOD FENCE CBWI• CONCRETE BLOCK WALL FJR® FOUND IIRRON POD. III/L. MANHOLE P.R.C. . PONT � MR so .- SIDEWALK. +90 • EXISTING ELEVATIONS. CI. pDHHO�RpD. ��,,�s,, 7� II/L• MONUMENT UNE SNP.° RIS TM 3102 — x— D.F• CHAIN LINK FENCE BEARING. F.F.E. FINISHED FLT ELEVATION. OI'a® G.° PA B DEAR W, p$�A&ni a C.B.S. WALL (CBW) C.LF.. CHAIN LINK FENCE F.N.D. . FOUND NAIL & DISK . WY. P AY. ST.. STREET - CONC.. CONCRETE. FR. FRAYS SIRAL DATUM. SP.. SCREENET PORCH -•..r— IF.IRON FENCE N. NOR fife • 9�3 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 k £. ... ,�, «rv{ga x•'.N!: !; ;:xsrwi:�c;;.;;11::�s!! 7c,:. Inspection Date: 01/24/2008 Inspector: Grande, Claudio Owner: ASTRALAGA, IVAN AND MARCELA Job Address: 254 101 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Slab Work Classification: Garage Enclosure Block: Phone Number (305)773 -0577 Parcel Number 1132060134620 Lot: Building Department Comments GARE CONVERSION EXPANSION OF MASTER BATHROOM 2 b 1 ®® (;Inspector Passed Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, January 23, 2008 Page 2 of 2 Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC) 1042.6) Krypton Pest Control Co. 2215 West 78th. St., Hialeah, FL 33016 Dade: (305) 828 -2999 / Broward: (954) 779 -1535 254 NE 101 STRFF.T,MIAMT SHORFS, FT,. Address of Treatment or Lot/Block of Treatment _1/22/08 Date CYP__ER TC Product Used Time 1.30 P.M_ VLADIMIR OVIEDO Applicator CYPERMEPHRIN 55 GALLONS Chemical used (active ingredient) Number of gallons applied 0.25% 544 SP_ Area trreated (square feet) Linear feet treated Percent Concentration ADJOINING_ SLAB Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6- If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line c &ma VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: VVch Z Mar a (a A strA 4 j a DATE: 7b 5/0 7 ADDRESS: a 54 NE 101 St. Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial 1 ` 1. P ' 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial th. f}- r 3. :I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial rn 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate'any contract disputes. Initial /911)-. /( 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial's 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial Thn P- 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this By 2 v day of r0,413 !JsJoIoja Produced there License or who was personally known to me or who has as identification. NQTARy ucsTATE OF y Mabel Vas FLORIDA CoMsaion #DD679170 P1res; JULY 13 vert, ,MEaCO4av1C. This Inst ent Pre a�rred By; Name. �Q, -E&. Straldull Address z s `J �'omt If /Of q" m rts, FL 33138 Permit No. STATE OF COUNTY OF NOTICE OF COMMENCEMENT 111111111111111111111111111111111111111111111 CFN 200780736479 OR Bk 25806 F' 0939; (1 ps ) RECORDED i07/25/2i 07 14t00:22 HARVEY RUVINv CLERK OF COURT MIAMI -C' DE COUNTYr FLORIDA LAST PAGE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) 1\40Lmi SkoreS See 9AM9 Ps,,. �o - ?0 W qz aF 2-C1 -1 Ise `i 0 it rf. s-i a-. 1111'0411i s ores' Ft 2. General description of improvement: LAT 5 sr t_c) _ euc 3�F 3 3 731 �0.Y�q C.®v»0�' s�v�n mild ar�a�'�-11 �► r31-30,74 °� vv� LOT 51ZE 75 x its �J 3. Owner information 0 fi 11-t C:t S ' K b 6041 '1'�o� , a. Name and address: MV(Al1 M CQI fA itS . a b. Interest in property: / (� (,t )' j'L° S 1 eft pY1 Vp1 Ld 1 rrj {lAMP- c. Name and address of fee simple ytitllJehaao-lder (if other than owner): 4. Contractor. OW flex- gtu 10.Y � r 9 r Si, a. Name and address: Ivan g, M tkr A �S Y7A l f d+ / 2S NE 101 � ". tfli etJnt J ores b. Phone number: (.30s)°759. `r°�g'� FL 3313 5. Surety a. Name and address: b. Amount of bond $ c. Phone number: 6. Lender a. Name and address: b. Phone number: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as m • 4 provided by Section 713.13(1)(a)7., Florida Statutes: . uy a. Name and address: !s ji b. Phone number. 0 9 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in c G Section `0 13.13(1)(b), Florida Statutes: mc �' Name and address: c Phone number. • ''� •iration date of notice of commencement (the expiration date Is 1 year from the date of recording unless a different date is /1) •ecified) o • $ re o 1:t W sz 0 (ARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ( Signature of Ovynijr or Owner's IBtithorized Officer/Director Partner /Manager Signatory's TItIe /Office �j , 261(year) by ! 114014 (type of (name of party on The fo oing, instrument was acknowledged before me this %5 day of is � ,. (name of pe as OUJ14 authority, - ty, ...e.g, officer, trustee, attomeyj: > =�:, behalf of whom Instrument was ex ° vS~ Qa ` Q C)461"5 g5 M t G0 gN * Sit 0'•.°6k13 0005 IS k°1P Signet a of Notary P e of Florida Print, Type, or Stamp ' - ssioned Name of Notary Public Commission Number Personally Known or Produced Identification fl 771VL+1'S L /r ° Verification Pursuant to Section 92.525. Florida Statutes Under penalties of perjury. I declare that 1 have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Avert L.2u- Signature of Natural Person Signing Above DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR 7//harni Shorei U9ar — DEVELOPMENT ORDER File Number: Property Address: PZ06 -1026 - 03 254 NE 101st St. 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 Applicant: Ivan and Maria Astralaga (Owner) Address: 254 NE 101st St. Miami Shores FL 33138 Agent: Maria Mendoza Address: 4716 SW 67th Ave. #D8 Miami FL 33155 Whereas, the applicant Ivan and Maria Astralaga (Owner) has filed an application for site plan review before the Planning and Zoning Board on the above property. The applicant sought approval as follows: Site Plan Review, Sec. 600, Garage conversion and addition. Whereas, a public hearing was held on October 26, 2006 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to comply with Village Code for parking on the right -of -way Section 521(b) (2) b. and remove paving that does not comply with the Village Code prior to receiving a Certificate of Occupancy. 2) Applicant to obtain a building permit before commencing work. 3) Applicant to meet all applicable code provisions at the time of permitting. Page 1 of 2 4) Color -Thru tiles to be utilized. 5) Steps and stoops at the side of the house to be identified on the site plan with distance to the side lot line indicated. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 26th day of October, 2006 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Ulmer Yes Mr. Reese Yes Mr. Sastre Chairman Fernandez Yes Yes Date - : h rman, Planning and oning Board Page 2 of 2 DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR Thiarni SIaore e 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 DEVELOPMENT ORDER File Number: Property Address: 06 -1026 - 03 254 NE 101st St,/ Applicant: Ivan and Maria Astralaga (Owner) Address: 254 NE 101st St. Miami Shores FL 33138 Agent: Maria Mendoza Address: 4716 SW 676 Ave. #D8 Miami FL 33155 W AUG 0 2. 2007 BY: MIL' OCT 3 1 2006 f101 1n sys�m Whereas, the applicant Ivan and Maria Astralaga (Owner) has filed an application for site plan review before the Planning and Zoning Board on the above property. The applicant sought approval as follows: Site Plan Review, Sec. 600, Garage conversion and addition. Whereas, a public hearing was held on October 26, 2006 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to comply with Village Code for parking on the right -of -way Section 521(b) (2) b. and remove paving that does not comply with the Village Code prior to receiving a Certificate of Occupancy. 2) Applicant to obtain a building permit before commencing work. 3) Applicant to meet all applicable code provisions at the time of permitting. Page 1 of 2 4) Color -Thru tiles to be utilized. 5) Steps and stoops at the side of the house to be identified on the site plan with distance to the side lot line indicated. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 26th day of October, 2006 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Ulmer Yes Mr. Reese Yes Mr. Sastre Chairman Fernandez Yes Yes ,Ch�Timan, Planning and toning Board Page 2 of 2 August 17, 2007 Miami Shores Village Building Department 10050 N.E. 2"d Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 07 -1616 Job Name: Addition for Astralaga Res. Page 1 of 2 Building Critique Sheet 1 >Provide a current Survey and Elevation Certificate (2 copies) V. Site plan on sheet A -2 is to show existing conditions in site (driveway at front and rear, septic tank and drain field, etc) Address comments from P & Z and Electrical reviewer. Window and door buck details on sheet A -6 are incomplete, as per FBC 2411.3.1.6, the Designer of Record shall provide the type and size of the bucks, type, size and spacing of the fasteners, waterproofing, etc. Submit permit applications forZleetrl(Mechanicaag cPlumbingland /Remolition Roofing application can be submitted at a later date. 6. Plans must be submitted to DERM, HRS for review and approval and to Miami -Dade County Planning & Zoning for Payment of impact fees. rovide Special Inspectors form, signed and sealed by the Engineer performing the Engineered Unit Masonry Inspections Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande CBO 305- 795 -2204 9 (.717777 �. SEP 18 L 11 d� BY: September 17th, 2007 Miami Shores Village Building Department Attn: Claudio Grande 10050 N.E. Second Ave Miami Shores, FL 33138 Ref: Permits on 254 NE 101st Street Dear Mr. Grande, We hereby present our intention to close permit No. RC06 -1885 opened on July 2006. We have scaled down our remodeling and addition project and we have opened a new permit No. RC07 -1616. The work area at our home residence (254 NE 101st St, Miami Shores) still involves a garage conversion for which we have a Development Order (File No. PZ06- 1026 -03) dated October 26th, 2006. Thank you for your attention and guidance in completing our project. f va 'Astrala, - (owner) Marcela stralaga ( . :10129' ZO 1 `K��`o.. 1 tanning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Issue Date: Not Issued Explres:Not Issued Folio Number:1132060134620 Owner's Name: IVAN AND MARCELA ASTRALAGA Job Address: 254 101 Street NE Miami Shores Village, FL Owner's Phone: (305)773 -0577 Total Square Feet: 0 Total Job Valuation: $ 40,000.00 Contractor(s) HOME OWNER Phone Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: No Date Denied: 8/2/2007 Comments: PROPOSED DRIVEWAY APPEARS TO BE LOCATED OVER THE SEPTIC SYSTEM . PROPOSED DRIVEWAY EXCEEDS MAXIMUM WIDTH. a--1 CONVERSION OF GARAGE REQUIRES THAT TWO NEW PARKING SPACES BE CREATED ON THE SITE.pO 1 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 PERMIT #: u l kb I (J RECEIPT DATE: 011Z4/01 I, JO YCeik4 IASIYAidGI ❑ Contractor Owner ❑ Architect Picked up 2 sets of plans and (ot Address: 254 it\IE, 1S-1 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. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: CC} 2 01 PERMIT CLEARK INITIAL: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -8 -07 -1616 Issue Date: Not Issued Expires: of issued Folio Number:1132060134620 Owner's Name: IVAN AND MARCELA ASTRALAGA Owner's Phone: (305)773 -0577 Job Address: 254 101 Street NE Total Square Feet: 0 Miami Shores Village, FL Total Job Valuation: $ 40,000.00 Contractor(s) Phone Primary Contractor HOME OWNER Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 9/20/2007 : Yes Comments: PROPOSED DRIVEWAY APPEARS TO BE LOCATED OVER THE SEPTIC SYSTEM. PROPOSED DRIVEWAY EXCEEDS MAXIMUM WIDTH. CONVERSION OF GARAGE REQUIRES THAT TWO NEW PARKING SPACES BE CREATED ON THE SITE. 09/20/07 NEW PLAN OK. DRIVEWAY IN PARKWAY IS IDENTIFIED AS17 FEET WIDE AT STREET MAX WIDTH AT STREET IS 10 FEET WITH 2 FOOT FLARES. THIS WILL BE CHECKED SEPARATELY. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Re. 40 Job Name ,451 Ri-4 d -A-- ELECTRICAL CRITIQUE SHEET a K, 4- - 9 re' 13 e ®.-1 Frye- Ffe/17- P77 \4■ 11 101' a 4 ci d Ci'r 'KK P j 3 , ' II'/ /e d`F %'/ e it "off PA. I Cs-a � � � J� aee frA ,,S'� /ewer T Al to v d s icy® lie- 7" ii r rd er4 d'A li;eo • iNG CONSTRUCTION Method C AUG 0 2 2007 BY: - sfnerH� Compliance with Method manufactured homes, and re PROJECT NAME: AND ADDRESS: ivy_ SMALL ADDfTIONSTO EXISTING RESIDENCES (BOB square feet or less of cordftkmnad area). Prescriptive requirements In Tables 8C-1, BC-2, and BC-3 aPRly only to the components of the addition, not to the exlstng building. Space heating, cooling, and water heating ermipment efficiency levels mist be met only when dquipmwd Is installed specifically to serve the addition ar is being Installed in conjunction with the addition construction. Components operating unconditioned spaces from conditioned spaces must meet the prescribed minimum Insulation levels. RENO DNS (Reeldentlat buildings undergoing replaced. MANUFACTURED RED HOMES AND BUILDINGS.. Only assessed components ) and features arse covered in Tables form. BUIL�DiNG S apply only when complete and system Is Installed. or ai/1111/1P1114111 JURISDICTION NO.: auuuui 1. Renovation, Additlon, New System or Manufactured Home 2. Single - family detached or Multiple - family attached 3. If Multiple- family -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (it.) 6. Class type and area: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and Insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R value) 9. Wall type and Insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units* ( Yes/No) 10. Ceiling type and Insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system* (types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system* (Types: heat pump, etec. strip, natural gas, LP -gas, gas h.p., room or PTAC, existing, none) 13. Air distribution system* a Backflow damper or single package systems* (Yes/No) b. Ducts on marriage wails adequately sealed* (Yes/No) 14. Hot water system: (Types: elec., natural gas, other, existing, none) * Pertains to manufactured homes with site - installed components. Please Print Single Pane Double Pane ga. 34,_ sq.ft. sq.ft• 6b. sq. ft. sq. ft. 7. 7 % ••• t.- • • ••• e. 8a R. 0.0 •' • lin.fjr••• 8b. R = • sq. f(_• • 8c. R= •••••• sq.ft. • 8d. R= •• -- aq•tt•••• 8e. R= ••,....• sq.t•••• •• 41,•1,11,p, . •....•- sq.ft. • • • • sot. • • sq ft.••• • • • ••• 9a -2 R = 93-1 R = 9b-2 R = 9c. CK/ •, •• • • • • • • 30 ,r24 • 10. R. sq.ft. 10h. B= ,�(,O ,, �% sq. ft. 11. Type:''a� // SEER/EER: . D o 12. Type: HSPF/COP /AFIJE: 13a. 13b. 14. Type: EF: • • • ••• •• • • • • t hereby certify Mat e plans al nd ape citcatles oowrred by i a calculation are In compliance with Review with t Florida the Fo Ener gy o / E Reo construction , Will be inspected t compliance n PREPARED BY: e Akay� fDAS 0 i o withh Section 553.908, ES BllILDfRB DFFtclAic I hereby certify that ibis huI1 g Is In compliance with tha Florida From/ OATS OWNER AGENT: • HAM • APPENDIX 13-D TABLE 6C-1: PRESCRIPTIVE REQUIREMENTS FOR SMA11 ARMT101M (600 Sq Ft. and Lam), RENOVATIONS TO COMPONENT MINIMUM INSULATION INSULATION iNSTALLED WALLS Concrete Brock Frame, 2' x 4' Frame, 2' x 6' Common, Frame Common, Masonry R-5 R -11 R -19 R-11 •R-3 4-s SEER= EER = s ra Under Attic SiFde Enclosed closed Metal Pans Single Assembly, open Common, Frame R-30 R.19 R-13 R 10 R-11 11-30 HSPF/COP= ARJE = ARJEa 6w �¢ 8 0 ill- Slab-on-grade Raised wood Raised Commie Common, Frame No Minimum R-11 11-5 R-11 D, D E3== OHSHOC OHSHEIC b] d In unconditioned space in conditioned daared space R-6 No minimum tR G 1' -.78 o -.61 3' -A7 7 -25 r -.t;'? Climate Zones 7, 8, 9 EQUIPMENT MINIMUM EFFICIENCY INSTALLED EFFICIENCY s Central A/C - Spit - Single Pkg. Room unit or PTAC SEER =13A' SEER =13.0' EER = 85' SEER= a.00 SEER= EER = s '-GYM~ Resistance Heat pump -Spin - Shngie Pie. Roan unit orPTHP Gas; natural or propane Fuel O11 ANY HSPF = 7.7' HSPF= 72' COP =2.7' AFUE =.78 AFUE =.78 Y HSPF = HSPF= HSPF/COP= ARJE = ARJEa 6w �¢ Battle Reeislehice Goa; natural or LP Fuld Olt E:F =.92 EF= EF =.54 EF= 0'4? EF= E3== OHSHOC ' Sae Table 13- 607.1.Ai30.1.2 and 13-666.1.A130.32 Maximum pence ,,," glass to floor area allowed is seiected by - . , len= and solar heat gain coefficient. Maximum %_2)2_ installed %_? GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UPTO 50% Single Double Engle tie Sinitic Double Single Double OH-SHGC O1-1SHi3C OH-SHGC O H OH-SHGC OH-SHGC OHSHOC OHSHEIC 1' -.87 D-25 Q -.78 2' -.87 r -2s V-.457 1' -.78 o -.61 3' -A7 7 -25 r -.t;'? 2' -.78 a r -61 Q -.44 4' -.87 S-.75 e'- 4i... if - .3D • 7 -3116••a ' ff- .glee. : 1'- A41•••• Get certified SHtC from the manufacturer or use defaults: Single a ear SSW =-75, daub%clear BHGC =.68, and single t i • =.64 • • • • _• • • TABLE E03 MINIMUM REQUIREMENTS FOR AU. PACKAGES COMPONENTS SECTION Eterior dointa 5 Crazies 606.1 REQUIREMENTS To be trounced, gaslceted, weather -aid or otherwise sealed. • •w.•.• • • .. • • • Exterior faNndowa & Doers 606.1 Max. 03 Ch fsq,tl. window area; .5 eineaq.11. door ales. ••••L • • Sole & Top Plates 606.1 Recessed Lighting Multistory Houma 608.1 Sole plates and penetrations through tap plates of exterior walls mural be sealed. 808.1 Exhaust Fact{ 606.1 Cambietian Heating 806.1 Wider Heaters 612.1 Type IC rated with no penetrations (two alternatives Mowed). Alr barrio on perimeter at Vow cavity between Noes. • • • • • •• • Exhaust fans vented to unconditioned space shell have dampers, except for combudion devices with inbegrsl exhaust ductwork Sadmming Pools & Spas Hot%Vater Pipes . Shover Heads 612.1 612.1 612.1 14VAC Own Canstrue:uon, 610.1 Insulation 5Installation HVACControls 807.1 Corr/Mallon spans and waterbeatltt systems must beprovided with outside combustion al,except for direct vent Courtly with ef6dency requirements to Table 1:112.1.ABr..n Mob ort �y Circuitbreaker °lacticor cutoff (gas).must be provided. Eternal orbullt -In heal trap required • I If If • ••• Spal & heated gaols must have covers (except solar heated). Noncommercial pools must have pmt tied. Etas spa & poollteatere must have minimum donna, emfldenny/ d 78%. htsulydicn is required-for hot vader drraslating systems ;including beat r ). Waterloo/ trawl he restddadteno more than 2-5 gallons par minute at80 psig. AS ductsAtiGge. rnechardcal equipment and glen= sharnbers shall be Installed accordance With t e of S 610.1. In albs must be Insulated ed as minimum of R-6. and Sepanae readily omossDsfi maauator automatic thermostat for each system. DENERALMECHDN^a 1. On -1 Mote the II-value of GEhmura6nn being added maathc mpmant mite eigebrzy Weiaattheequipment I . AD R-whiesandidicleacke b dmastmaal orexceed mmhrfium, valuesbated. Componentsandequip mentreriterbeingaddednort +emvatedmay1eleft Ned. 2. AnmmOnS ONLY Mambo the percentage of new giasnto conditiomid Roar area MIN addition as s Total the men of ail gless windows, sliding glass dens and gloss door ponds &ottmtna area el all nonverbal roof glass and rekl It Mlle previous total. When glass in existing exterior wags is being removed or endued by the addition, an amount walla Detrital area of Otsubo may be subhadted horn the tal glass SM. DMdelte adlarded glass area told by the conditioned boor area elthaedam. ilaligalyby 100 to get the pawl. find tea beget t under Wan your calculated pamat age falls on Table 6C -2 Placctipthise are glen byRe type of glass (single or double p and the o ang (01i) palled with a solar twat gamdxmiclera tt . for a given glass type and oul, the Wetmore solar teat gain coefficient allowed fi smelled. Actua1 Ow windows and doors ptaveustyintim exterior seals rally house atd Wog r intro addition donotisava to comply the madman end solar heat gain co than eliC-2. All new giass in the addition Ind wet the Mulattos) tor ono sttttaspOons lie glass panentagecategory you Indicated. The overhang distance is mettimmd perpendicularly irons Sae Goa of Magian; to a point dually under the outermost edge of me overhang. 3. R E N O V A T I O N S O N L Y Replacement glass needs to mere Me following requirements. A n y g l a s s t y p e and solar l o t gain c o a f f i c i e d greybe used fur ghee areas Welch are ureter at hosta2.41 overhang and whosetowsst odes dace not edend further thong tad hum mwdene. Moss Wan being renovated that do not meetSdS criteria must be Aar single-pane thded, daublo -pane clear or daubleianetbded. 4. NRLDiNG SYSTEMS. Comply when new system is Installed for system budded. 5. Complete the intimation wrested on the top hail of page 1. 6 Rend l6nlnmma Requirements for Small Additions and Renovathons,''ikble 80-2, and check all appikable Bess. 7. farad, sign 'end detethe %l os/Amwne cmalRicetion Siatamtmt an page 1. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 N.E. 2ND AVE MIAMI SHORES FL, 33138 NOTICE TO CITY OF MIAMI BUILDING DEPARTMEN OF EMPLOYMENT AS SPECIAL INSPECTOR UND THE FLORIDA BUILDING CODE FE@MEWEI RI OCT 2 3 2001 ��1 I, (we)have been retained by Marcela Astralaoa to perform special inspector servi «--, and ' e lorida Building Code at the Astralaga Addition 254 NE 101 ST project on the below listed structures as of Oct 01. 2007 (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: 12c - O 7- /6 /co SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 SPECIAL INSPECTOR FOR TRUSSES OVER 35FT LONG OR 6FT HIGH 2319.17.2.4.2 X SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4, SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS PER FBC 1927.12 OTHER: Note: Only the marked Items apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection * 1. Douglas Ramirez, M.S.,E.I. 3. 5. 2. Madhys M. Gutierez 4. 6. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include "censure as a professional engineer or architect graduation from an engineering education program in civil orstrudural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contactor. I, (we) will notify Miami -Dade County Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami -Dade County Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The County building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in Addition to the mandatory inspections performed by the Department Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection fog form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Engineer /Architect Name: Fredy Tain, P.E..S.I. P.E.# 61011. S,I. #7015768 Address: 2000 NW 89 PL Miami FL. 33172 Phone No: (305) 639 9800 CITY GARAGE TRANSFORMATION HVAC LOAD ANALYSIS FOIERWE7 la AUG 0 2 2007 BY: for Astralaga 254 NE 101 Street Miami Shores, FL 33138 )\61 xt; 0/\\'' • • •• • • • • •••• • • • • •• • •• • • • • .• •• • • • • • •••• •••• • • • • • • •••• •••• • • •• •• Prepared By • • Jorge L. .AIvaret PE Lic #56004 920 SW 72nd Ave Miami Fl 33144 305 - 265 -8824 07 -13 -2007 •• • • • • • • • • • • • • •••• • • • •••• • • ••• • • • • • •• RHVAC - Residential &. Light commer Gemaire Distributors, inc Miami, FL 33122 ftware Deveiopinrenf, Garage Transformation!. Page 2 Client: Address: City: Phone: Fax: Astralaga 254 NE 101 Street Miami Shores, FL 33138 Company: Representative: Address: City: Phone: Fax: Comment: Lic #56004 Jorge L. Alvarez PE 920 SW 72nd Ave Miami Fl 33144 305 - 265 -8824 Design Data Project Name: Reference City: Daily Temperature Range: Latitude: Elevation: Garage Transformation Miami, Florida Low 26 Degrees 7 Feet Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 40 N/A N/A 72 N/A Summer: 92 78 50% 75 58 Check Figures Total Building Supply CFM: 400 Square feet of room area: 470 CFM per square foot: 0.851 Square feet per ton: 526.675 Building Loads Total heating required with outside air: Total sensible gain: Total latent gain: Total cooling required with outside air: 5,082 Btuh 5,821 Btuh 2,463 Btuh 8,284 Btuh 5.082 MBH 70 % 30 % • .. .. • • •. • . a.. • • • .. • . • • • • .. • • .... .... 0.69 Tons (based on sersible'+ lateht)... 0.892 Tons (based on 779Yalefrpible capacjty) • • • Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. • • • • • .. • • • . •••• • ••• • • .. .. RHVAC - Residential & Light Commercial HVAC loads Program Gemaire Distributors, Inc. Miami, FL 33122 07 -13 Elite Software Development, Inc, Garage Transformation Page 3 -2007 System #1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 1C Window Clear Glass Metal Frame 28 1,035 0 801 801 14B Wall 8" or 12" Block + R -5 400 1,843 0 997 997 16G Ceiling R -30 Insulation 470 496 0 698 698 22A Slab on Grade No Edge Insulation 54 1,400 0 0 0 Subtotals for structure: 952 4,774 0 2,496 2,496 Active People: 0 0 0 0 0 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 600 600 Lighting: 0 0 1,023 Ductwork: 0 242 0 529 529 Infiltration: Winter CFM: 1.9, Summer CFM: 62.7 28 66 2,463 1,173 3,636 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 5,821 Temperature Swing Multiplier: X1.00 System Load Totals: 5,082 2,463 5,821 8,284 Check Figures Supply CFM: 400 CFM per square foot: 0.851 Square feet of room area: 470 Square feet per ton: 526.675 System Loads Total heating required with outside air: 5,082 Btuh 5.082 MBH Total sensible gain: 5,821 Btuh 70 % Total latent gain: 2,463 Btuh 30 % • • • • •. •••••• 111••• • Total cooling required with outside air: 8,284 Btuh 0.69 Tons (based on sensibee +'latent) ".'. '. 0.892 Tons (based on 77 %•% I ijle capa2ity) • •••• •••• • • Notes .... •••.•• •.... .. '.I. •.••• •,• ...•. Calculations are based on 7th edition of ACCA Manual J. • • •. .. • •• • All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. • • • • • • • • •. •• . • •••• • ••• • '• • • • • • • • • APPENDIX 13-0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONST FORM 600C -04R Residential Limited Applications Prescriptive Method Smelt Additions, Renovations & Building Systems UTH789 Compliance with Method C of Sub - Chapter 6 of the Florida Energy Efficiency Cote may be demonstrated by the use of Form 6000 -04 for ad of s re 1 r I t i le td uftipe -famiy nesltlatca5. Aiterrativa methods are pravbied far eddUIons by use of Form B -04 0 OA ponents of 115111141411414111:9 11911144D, and renavet PROJECT NAME: AND ADDRESS: Urns o s ng a m jj ,a, z 4' I�2S' %q�'a1 BUILDER: LIE% 6 0( 5' ' PERMITTING OFFICE: i ZONE: 7 8 9 IIMIZIMMEETEEIM ✓�/ % • , -�_ it PERMITNO.:C wU�:IV1l lJURISDICTIONNO.: j 1 1 I �J SMALL ADDITIONSTO EXISTING RESIDENCES (600 square feet or less of conditioned area). Prescriptive requirements In Tablas 6C-1, 6C -2, and 60.3 apply any to the components of the addition oat e the exlstng building. Space beating, cooling, and water heating equipment efdenty levels must he met only when eigulpmerd Is installed specifically to sews the addition or is being Installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meat the prescribed minimum Insulation levels. RENO AT(ONS (Residential buildings rreeplaced. MANUFACTURED d HOMES AND BUILDINGS. Only site- Irnstalied components and features are requirements covered by tills form. BUILDING SYSTTEMS Gamptyy when ccomplet r� system Is installed. or 1. Renovation, Addition, New System or Manufactured Home 2. Single - family detached or Multiple- family attached 3. H Multiple - family -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant save overhang (ft.) 6. Glass type and area: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R-value) c. Marriage Walls of Multiple Units` (Yes/No) 10. Ceiling type and Insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system" (Types: central, room unit, package terminal A.C., gas, existing. none) 12. Heating system* (Types: heat pump, elec. strip, natural gas, LP -gas, gas h.p., room or PTAC, existing, none) 13. Air distribution system* a. Bnckflow damper or single package systems" (Yes/No) b. Ducts on marriage wails adequately sealed* (Yes/No) 14. Hot water system: (Types: elec., natural gas, other, existing, none) " Pertains to manufactured homes with site - installed components. b. Adjacent Please Print 2.5./�9 3. 4. r / 6. / Single Pane Double Pane 6a. 3 Ci sq. ft. sq.ft. 6b. sq. ft. sq. ff. 7. 7 88 8b. 8c. 8d. 8e. R= () 7v lin.ft. R = sq.ft. R = sq.ft. R = sq.ft. R = sq.ft. 9a -1 R. `�' Vf0 sq. ft. 9a-2 R = sq.ft. 9b-1 R = sq. ft.• • • 9b-2 R= • • sq- fl-• ••i • • • 9c. u •• 4 • • ,��[ •• 4 10e. R= 30 ' •�7'g•T sq.ft. • 0000 sciV000 10b. R •••• •••• 11. Type: t d2#)4 fd1( :•• SEERIEER: .4) 31• 0 0 ' • • • •••• •••• ••• 12. Type: 49 • fY IP HSPFiCOP /AFUE; • • • • • •• • 138. 13b. 14. Type: tFY1 f //V I EF: D 4,17/- .t)a /00 • • CK • •• • -Jr �.••• • •••• • •• • `y(•••• • • • • 1 hereby certify that the plans and specifications thvered by the calculation are In compliance with Review at plans and specifications covered by this ca - %ion Indicates mptence wfththe Florida the Florida Energy Code. A y Energy Code. Before construction is complet:, s,. ding wID Is Inspected tor compliance In PREPARED BY: fl e / ' lei v'j �� DATE: 197 /3,�Q BUILDING OFFICUtL Section 553 906, F.S. rdance with I hereby certify that this bung Is In compliance with the Florida Energy Crete: / 0 OWNER AGENT: DATE: DATE:___ • APPENDIX 13-D TABLE 6C-1: PRESCRIPTIVE REBIIIREMENTS FOR SMALL ADDITIONS (600 Sq. R. and Less), RENOVATIONS TO COMPONENT MINIMUM INSULATION INSULATION INSTALLED WALLS Concrete Block R -5 tl�•• - v,r SEER = Frame, 2' x 4' R -11 z g 6 tai g Frame, z x 6' R-19 / HSPF = Common, Frame 13-11 AFUE _ Common, Masonry -fl-3 0 Z j Under Arils R-30 12-30 EF = Single Assemble; Enclosed Frame R-19 Metal Pans R-13 Single Assembly; Open R -10 Common, Frame R -11 12 Q. Slab•on -grade Raised Wood No Minimum R-11 0' 0 Raised Concrete R -5 1- Common, Frame R-1 i in unconditioned space No mhnbnum /10-- !- t ' n] In conditioned , TABLE 6C-2: PRESCRIPTIVE REOIAREMEIITS FOR MASS AREAS IN ANIMUS ONLY Maximum percentage glass to floor area allowed is selected by type, overhang length, and solar heat gain coefficient. Maximum % =20_ installed % = GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% Climate Zones 7, 8, 9 EQUIPMENT MINIMUM EFFICIENCY INSTALLED EFFICIENCY z O g 0 Central NC - Split - SI Ile Pkg. Room unit of PT- SEER =13.0' SE =3.0' EER ER = a1s SEER = 1� ' 6 O SEER = EER = z g 6 tai g Baldric Resistance mn;p Heat p - Sp16 - Single Pkg. Room unit or PTHP Gas; natural or propane Fuel CAI ANY HSPF = 7.7' HSPF = 7.r COP = 27' AFUE =.78 AFUE =.78 / HSPF = HSPF = HSPF/GOP = AFUE _ AFUEa yQ $ Electdo Resistance Gas; natural or LP Fue1OH EF = .92 EF =.59 EF =.54 � EF = 0' j EF = EF= • Sae Table 13.607.1ABC.32 and 13- 609.1.ABC.32 UP TO 50% Single Double OH -SHGC OHSHGC Single OHSHOC Double Single OHSHOC OHSHGC 1' - .07 0 -.75 0'-.78 2' -.87 t' -25 0' -.57 3'-.87 z -.75 1' -.57 0' -.39 Doable OHSHOC 2' -28 E 1' -61 O -A4 Single OHSHGC 4' -.87 3 -.75 2' -.57 •.39 0'•.30 Dodds 0I1SHGCC 3'- 78 2' -.81 l' -A4 O'•,5, Gel seeded SHGCfirnn the manufacturer or use defaults: Single dear SMOG =_75, double dear SHGC =-88, and single tint SHOO TABLE 60-3 MINIMUM REQUIREMENTS FOR AU. PACKAGES COMPONENTS SECTION Exterior doirde A Cracks 806.1 REQUIREMENTS To be caulked, gastened, weather - stripped or otherwise sealed. Exterior Windows A hors r- Sole& Top Plates 606.1 806.1 Max. 03 dmisq.lt. window area; .5 dmisq.ft. door arse. Sole plates end penatrationsThrough tap plates of exterior wais must be sealed. Bid Lighting 806.1 Type IC rated with no penetrations (teen alternatives aroma). Multistory Houses Exhaust Fans 808.1 Air barrier on perimeter el floor cavity between floors. 606.1 • • • • • • IP NI ••r ••l • • • • • Exhaust fans vented to unconditioned space stall have dampers, except for combustion devices/Wiper exhaust • ductw0nlc Combustion Heating 806.1 Con-bastion space and water heating systems must be provided with outside combustion air, inapt tw•a l vent • • • • •••• ••• appliances. Water Heaters 812.1 1.ABG32- Switch or dandy manned circuit bte/ aneor callo* • Comply with efficiency requirements 4n Table Swimming Pods & Spas 612.1 812 • (gas) most be provided. edema] or bndlt -fn heal trap required for vandal P$e ors, • • • • • • Spa & heated pools must have covers (except solar heated). NancommerCial p0019 muss have • WO* t%rger. Gas spa & • pool Menem must have minimise themal efficiency of 78%. • • Hot Water Plpea . 612.1 hnsulegon Is required tor hot water dreading 878ieme (IncludIng heel recover imp). Shower Heads 812.1 HVAC tJxpct Construction, lnsuletlan A Installation 610.1 lager flow must be Ito no more then 2.5 gallons per minute at 80 pslg. HVAC Controls 807.1 • • • • • •• • • I� 111 Ct4ft'At/ v • •iv /i f • • • :' :•••• • • • • • v.__ • Atl ducts, ledge, machatdcal equipment end plenum chambers shall be mechanically attached, seated Insulated end installed in accordance vdth the criteria at Section 610.1. Ducts in sacs must be Insulated to minimum of R-6. Sam ,sedgy accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: hnna0ed All A- vatussaadaitkJtst3es installed most mill ar 1t1a 1. On Table 6C -1 Indicate the R-value d the Insulation haing auk to each component and the efficiency leaats d tie medpmerd mkthmmn values listed. Components and equipment neither being added nor rented may be left dank. dears and door . ITm�la the 2. ADDITIONS ONLY. Determine the p of new glass to conditioned float see in the a ffiden as fellows Total the eats of e0 glass windows. siding tip BRIO el aH nomertic* rat glass and add it to the mans total. When Vase in existing exterior walls is being removed et enclosed by the Ns t>�- equal lam y45 eubtmded tram the total glass area. Divide the Austad glass axes taint by the toned Soar Bea of Nee addttlen. MI ty Y 100 to gal calculated peeening° falls on Table 8C -2. Prescriptitesare ghee by One type el iii (single or double pane) and the overhang (011) paired alb asolar heal gain coefficient (11OC). for a given glass type intimexterior wagseittehouse and being reinstalled Intimadrld0n do elitism amt overhang, with the ve �an solar Baal halo gain coefficient allowed h . ult& C-s windows and doors addition previously Ia one of the options In 'Begins pecenta a cater to complywfhNreovarinengandsMarbeat9ak+ aoeRrkrdraqulxen+ eatsonT�+ la60. 2. AgftewgiffisinNeaddldm +oasf meet the te�dxetrteN you t OICated. The overhang (OH) distance is measured perpendicularly tram the face of the glass to a point directly under the amsost edge at then ate tuner et feast a 2 toot overhang 3. REN0\OTiONS ONLY. Repboemeat glass needs to meal the following requirements. Any glass type end solar heal gars tab-Pane st clear or rand whose lowest alga does not salad further than 6 teat from the overhang. Glass areas being renooahed that do eat meet this criteria must be e&Oer single-pane thAed double-pens Idled. 4. BDIDiNG SYSTEMS. Comply when new system is Installed for system Intellect 5. Complete the Information requested on the top hall at page 1. 6 Read l8nlnaan Requirements for Small Additions and Renovations; 1hbfe 6C-3, and check aH applicable Items_ 7. - lead, sign' and teethe " Owrwr / Agent' CUtl8icallonstalonuotunpago 1. •• • • • BUILDING CODE COMPLIAANCEOFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued wader the appli+�lerudes and regulations governing the use materials. The dotadon submitted has been reviewed by Miami Dade County and accepted by the Board of Riles and Appeals (BORA) to be used i n inic where allowed by the Authority Having Jurisdiction (AIU)• This NOA shall not be valid after the a on da to stated below. The 1 1 Division (in Mlami Dade County) and/or the AHJ (in areas rah& than heami Dade County) reserve the right to have this product or material tested for quality ice purposes. If this Pludwa or material fails to perform in the accepted per, the mainfacturer will incur dm expense of such testing and the ABJ may immediately revoke, modify, or suspend the use of such pr oductor material within their jurisdiction. BORA rives the right to revoke this acceptance, if it is determined •by County Product Control Division that this ptoduct or material fails to meet the requinransts . 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 1h Velocity Hurricane Zone. D ION: Series FD -750 Oalswing Aluminum. FrenchDoor w — L.MJ. APPROVAL DOCUMENT: Drawing No. 8000 -11, titled "Alum. French Door & Side Litgs, Impar;;,,, • sleets 1 through 11 of 11, prepared by the nuantfuenuer, dated 1223/04 with revision &da tad 1W12IDL • signed and sealed. by Lucas A. Tamer, PE, bearing the Mlamii -Dade County Product €enVel Ravish Nap with the Notice of Acceptance number and expiration date by the Dade Cumtplonainte Control. Division. . . • • • • • ;" • • • • • AUG 0 2 2007 1 MIAMI -DADE COUN T i ORlA -------- ' - - METRO -DADE F ACLER BUR DING 01 _ l 4 AMA' FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -563 (305) 375 -2901 FAX (305) 375 -2908 ManitftradffiglateM MISSILE IMPACT RATING: Large and Snell Missile Impact Reptant • LABELING: Each unit shall bear a pemmican label with the manufacturer's name oriogo+ Ity, stie'aid following statement "Miami-Dade County Product Control Approved ", unless RENEWAL of this NOA shall be considered after arenewal application been did and'there Whew no change in the applicable building code negatively effecting the performance of this KAM ... • TERMINATION of this NOA will occur after the expirnion date or if theme has been a revision or clue in the matenals, use, and/or mtumfamme of the product or process. Misuse of this NOA as an endorsement of any product, for sales, adverlising or any other purposes shall automatically this NOA. Failure to comply with any section of this NOA shall be cause for elimination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, NOA yet, then by the expiration dale may be displayed in advertising literature. if any portion of the 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 disnabutors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 0419.03 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • • • • • • • • .• • NOA Na 07-010102 Expiration Data February 24,2010 Approval Data Mardi 15, 2007 Page 1 • A. DRAWINGS 1. -Manufactures die drawings and sections. 2. Drawing No 8000 -11, Sheets 1 through 11 of 11, titled "Alum. French door & Side lites, Impact", dated 12/23/04 with revision B dated 10/12/06,` prepared by mom, signed and sealed by Lucas A. Turner, P.E. B. TESTS • 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 g-per-F TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) large DiEssile Impact Test per FBC, TAS 201 -94, 5) Cyclic Wind Pressure Losing per F'BC, TAS 203-94 6) Forced Entry Test, Per FBC 2411 3.21 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXO won, prqxued by won Testing Laboratory, Inc., Test Report No. F rL- 4921, dated 07/17/06, signed and sealed by Edm ndo Largaes ia, P. E. 2. Test reports on 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Ptessme Loading per FBC, TAS 203-94 4) Forced Entry Test, per PBC 2411 3.2.1 and TAS 202-94 • • • along with m up drawings and installation diagram of alumtpnm doors oTAW configuration, prepared by Fenestration Testing Laboratory, Test Rbports No. ILL 4527, dated 02/10/05, signed and sealed by E Lar i ISM. • • • (Submited under NOA # 054419.03) •••• ' • .. 3 . Test reports on 1) Air Itf ltration Test, Per FBC, TAS 2 94 ' ....' ' •••• 2) Uniform Static Air Pressure Test, per FBC, TAS192 94 • . • •: 3) Water Resistance Test, per FBC, TAS 202-94 • • • • • • • 4) Fermi Entry Test, per FBC 2411 3.2.1 and TAP 202.94 • along with marked-up drawings and installation diagram of aluaiimmtaoors orOXXO configuration, prepared by Fen ration Testing Laboratory, Tess & xkts Nq `I - 4528, dated 02/14105, signed and sealed by Edanimdo Largaespada, P. E. ..: (Submitted under NOA # 05-0419.03) 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Long per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum doors' of XXXO configuratica, prepared by Fenestration Testing Lam, Test Reports No. 4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA #O5- 0419.03) E -1 / ` r Produd • • • •••... • • • • . • • • • • NOA No. EsidrattonDate: February 24, 2010 Approval Date: March 15, 2007 5. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wmd Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum oatswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. Fit- 4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted wider NOA # 05- 0419.03) 6. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along '� - french door, prepared by Fenestration Testing Laboratory, Test Reports No. FM- 4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted wider NOA # 05- 0103.03) 7. Test reports on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Kumla bnp ctTest per FBC, TAS 201-94 3) Cyclic Wind Pie Loading per FBC, TAS 203414 along with marked -up drawings and installatiod diagram of alwninum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FfL- 4312, dated 09/13/04, signed and sear by Edmnndo Largaespada, P. E. (S r b m l ire d under NOA # 0S-0103.03) 8. Test reports on 1) Air Ilion Test, per F$C, TAS 202-94 •••• 2) Uniform Static Mr Pressure Test, perPBC, TAS 2Q)-)4 • • • • 3) Water Resistance Test, per FBC, TAS 202 -94 • • • • • 4) Forced Entry Test, per FBC 2411 3.2.1 and TA. 94 along with marked-up drawings and installation diagram of alumiumoutswinsal french door, prepared by Fenestration Testing Laboratory, Test Rr.... epo No. FJ7 • •4315, dated 09/13/04, signed and sealed by Edmundo Largaespadulh °: •. • • .. (Submitted under NOA # 05 -0103.03)PGT Industries .. • C. CALCULATIONS 1. Anchor verification emulations and structural analysis, c omplyf ivt FBC , prepared by Al- Farooq Corporation, dated 12/15/06, signed and sealed by Luca A. Turner, P.E. Compiles with ASTM E1300.02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -2 Product Control NOA No. 07-0103.02 Expiration Date: February 24, 2010 Approval Date: March 15, 2007 PGT Inds NOTICE OF AC EFrANCE: EVIDENCE SUBS E. MATERIAL CERTIFICATIONS 1. - Notice of Acceptance No. 03.0817.08 issued to Solutia. Inc. for "Solutia Interlayers ", dated 03/04/04 and expiring on 03/04/09. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont de Nemours & Co., Inc. for "DuPont Butacite PVB Interlayer", dated 01/05/06 and expiring on 12/11/10. 3. Notice of Acceptance No. 03- 0415.13 issued to Solutia, Inc. for "Vanceva Composites used -for lamination of glass ", dated 12/11/03 and expiring on 12/11/08. —4: E - 1. Statement letter of conformance, dated February 21, 2007, signed and sealed by Lucas A. Turner, P.B. • 2. Statement letter of no financial interest, date& February 21, 2007, signed and sealed by Lucas A. Turner, P.E. 3. Laboratory compliance letter for Test Report No. FT L- - 4921, issued by Fenestration Testing Laboratory, Inc., dated June 26, 2006, signed and sealed by Edmunlo Largaespada, P.E. G. OTHER 1. Notice of Acceptance No. 050419.03, issued to PGI' Industries for their Series FD- 750 Outswing Aluminum French Door and Sidelites L.M.L., approved on 06/0? /0, and expiring on 02/24/10. • .. .. • • .. .. • • E -3 • • • • .. • • • •• • • .•... • • • • • • .. . • ...• • • ••.. •.• • Mantel Product Carol ti, ,:" 4 NOA Na. 07-002 Expiration Date: February 24, 2010 Approval Date: March 8, 2007 NOTES: OUTSWING IMPACT FRENCH DOORS) AND SIDE LITE+u 1. G AZINQOPTKINS: A. CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) UTE OP 3110' HEAT STRENGTHENED OtASS WITH AN .09D PUB INTER LAYER OF DUPONT ORSAFLEMEERWE MAXIMUM. 8.7110' LAME CONSISTING OF (2)1.735 OF 8110• HEAT STRENGTHENED GLASS WITH AN .090 PVD INTERLAYER OF DUPONT BUTACITE ORS MAXIMUM. C. 7IWLAMI CONSISTING OF (1)LITE OF 8N0' ANNEALED GLASS Ale MUTE OF 3H8' HEAT STRENGTHENED OLASS WITH AN .076 VANCEVA INTERLAYER. D.7Ha WNI CONSISTING OF (2) WES OF 3110' HEAT STRENGTHENED GLASS WITH AN .078 VANtEIVA INTERLAYLR. E. •718 LAME I.O. CONSISTING OF MUTE 0F 3118' MARRED GLASS OUTSIDE, 1M' AIRSPACE AND (1) 7/10' LAMI GLASS ASSEMBLY INSIDE (3I96'A41110PVS, 8116' HS). F.716' LAMI LG. CONSISTING OF MUTE OF 3116' TEMPERED GLASS OUTSIDE, 114* AIR SPACE AND (1) 7116' LAMI GLASS ASSEMBLY INSIDE (W16' HEAD PVB, 8110' HS). G. CONSISTING OF (1)1.1TE OF 3110" TEMPERED GLASS OUTSIDE. 1/4' AIR SPACE AND (1) 7/1811A191 GLASS ASSEMBLY MIME 6'A„076 VANCEVA, 3118' HB). 11.MUJA CONSISTING OF (1)1JTE OF 3116' TEPAPE6EDOlAIM OUTSIDE, 114' AIR SPACE AND (1) 7118°LAMI GLASS ASSEMBLY INSIDE VANCEVA, 3116' HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. ®A, NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES AWN 31300.02. B. POBITEV8 DESIGN LOADS BASED ON STATER TEST PRESSURE AND •LASS TABLES AVM 31300-02. • ANY OST N TH T TWO • i c . II�aRA ctoIELE, aDOOR. THE FRENCH DOOR ASSEMBLY BEAM 18 USED TO ASSEMBLE a AND 4 A ANCHORAGE: THE 33113% STRESS INCREASE HAS N SEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 MU 11. 6. 8HU11'Ei8 ARE NOT REQUIRED. 0. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM BEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTORS SEALANT. REFERENCES: TEST?. !SPORTS: FTL.4311. FTL.4312, FTL.4316, FTL•{ 627, FTLr1628,1TL .4920, FTL 4A3D AND FTL.4921. -. ANSUAPEPANDS2001FORWOODCONSTRUCTION A SIGN MANUAL 8. TINS PRODUCT HAS BEEN DESIGNED TESTED O COMPLY WITHTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY ®I CANE ZONE ( ww). ••• ••• • • • • • •. • • •••.••. • • • •• ••• •• • • • •• •• NOA DRAWING MAP 125/ MOIL GENERAL CTOURAT1CNS ».»...».1 GLAZING DETAILS...-. 2 DESIGN...».3 ELEVATIONS. ». ».» » »e 4 VET. SECTIONS... .... 5 FIORD. SECTIONS.....»»» 0 EXTI�IONW.». »...5,11 rientoritsvera rodzpierlikesflab • •h • UM PENMEN • • • • • • • •• • • • • • • • • • 1 • • • ••• • • • • • • • • • • • • • • • • • •• ••• • • • •• •• 7116• NOM. 3116' ANNEALED OR HEAT STRENGTIGNED GLASS ,090' DUPONT BUTACITE OR SAPLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 3116 HEAT STRENGTHENED GLASS GLAZING DETAIL SETTING BLOCK 7/18' LAMI GLASS W! PVB INTERLAYER 718' NOM. 7116' NOM. Mir ANNEALED OR HEAT STRENGTHENED GLASS .076' VANCEVA INTERLAYER 3116" HEAT STRENGTHENED GLASS BV GLASS =MR GLAZING DETAIL, SETTING BLOCK 7116' LAMI GLASS WI VANCEVA INTERLAYER 3116' TEMPERS GLASS MR SPACE 3118' ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT SMOTE OR SAPLAU KEEPSAFE MAXIMA PVB INTERLAYER 3116' HEAT STRENGTHENED GLASS Bas GLASS BITE • • • •• 7/8' NOM, 3116' TEMPERED GLASS AIRSPACE Mr STRENGTHENED GLASS .076VANCEVA INTERLAYER 3116' HEAT STRENGTHENED GLASS GLAZING . 1118;? •. GLAZING DETAIL 7/8" LAMI LG. GLASS W/ ItAYEI • • • 7/8" LAMI LG. GLASS W/ VANCEVA INTERLAYER 6I8' GLASS BITE SETTING BLOC I( OW* twx NC 11004 • • • • • • • • • maw; • • • a • • • • • • ZIAZING DETAILS _ FRENO I DOOR Ii SIDE LIT 1 I FULL) z• 11 I 8064 1 1 B_ LuepATUnw,P.L Meduriemi ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1. DESIGN PRESSURES FOR GI-ASS TYPES A THROUGH H A - 7/18" LAMI (3/18"A,.090 PVB, 3/16"HS) B - 7/18" LAMI (3116"HS,.090 PVB, 3/18"HS) C - 7118" LAMI (3/18%,.075 VANCEVA, 3/16"H$) D - 7118" LAMI (3/18"HS,.075 VANCEVA, 3/16"HS) E - 7/8" LAMI LG. (3/16"7, 114" AIR SPACE, 3118 "A,•090 PVB, 3118"16) F - 7/8" LAMI LG. (3/16"T,1/4" AIR SPACE, 3/18"HS,.090 PVB, 3I18"HS) 0 - 7/8" LAMI I.G. (3/1811/4" AIR SPACE, 3/16 "A,.075 VANCEVA, 3/1) H - 7/8" LAMI I.G. (31181 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/18 "HS FTL.4311, 4312, 4315 UPGRADE FTL- 4311, 4312, 4315 FT1-4527, 4528, 4529, 4530 UPGRADE FR.-4527, 4528, 4529, 4530 FTL -4311, 4312, 431 UPGRADE Flt-4311, 4312; 4315 Fit-4527, 4528, 4629, 4530 UPGRADE F1L -4527, 4528, 4529, 4530 DOOR CONFIGURATION 1 WIDTH DOOR HEIGHT e - 78 314" 1 74.63 314" 87 314" 913/4" ( e°v 983/4" SINGLE X 35 37" A,E +70.0 -80.0 +70.0 -80.0 +70.0 • 40.0 +70.0 -80.0 +70.0 -80.0 - SINGLE X 34 37" 0,0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 DOUBLE XX 84 71 314" A,E +70.0 -80.0 , +70.0 .80.0 +70.0 -80.0 +70.0 -80.0 +70.0 40.0 DOUBLE ,I 85 71 3/4" C,G +100.0 -100.0 +100.0 . -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 SIDE UTE i I SIDE UTE HEIGHT CONFIGURATION 66 . 78 8/4" 70 -83 3/4" 87 314" -• • 91 314" 84 - 3/4" M FULL JAMB Q 3611116" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -60.0 FULL JAMB 0 3811/18" _ C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 NARROW JAMB 0 1 38 11/18° I A,B,E,F I +70.0 -80.0 1 +70.0 -80.0, +70.0 -80.0 I +70.0 -80.0 I +70.0 -80.0 NARROW JAMB Q 3011/18" 1 C,O +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 NARROW JAMB NARROW JAMB NARROW JAMB Q Q 3311/16 ".j' • C;O■ x'+100.11 -100,0 •+•100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 4 3611/1 me" * d0 • +99.9 -99.9 +95.3 13611118 0,H +00.0 -MOd0 +100.0 -100.0 j +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 -95.3 +91.4 -91.4 +87.9 -87.9 ••• • • • • • • • • • •• • ••• • • • ••• • • • • • ••• • • • • • • • • • • •• • (2/2/ /O(, N•,sA.Tum,r.PS P8l0 = 1MolmYad 73 131113* MAX. WID1H -1 110 bra' MAX WIDTH --------1 148 are' MAX. WIDTH 8531;' MAX. HEIGHT au OX OR X0 OXO MOO (SHOWING EACH VERSION SIDEUTE) DLMr MAX ALL r--71 3,4° MAX. WM --1 UNITE 38 11118' MAX WIDTH 33 3116• PIIIIDUCI •w.° wirrir •• ••• • • • • • • •• • X • • • • • • • • •• •• •• • • • • • • • • • ••• • GRAMS yam soars et&selfhttalitattROIN1M II ORM. Us VERNON. Q (FULL JAMB) O (NARROW JAMB) NINE FA Mg 47. ••• • • • • • • • • • •• • ••• • • • • • ••• • • • • • ••• • • • • • • • • • •• • • Virally Baser EXAMPLEEEVATIONS ALUM. FRISCH D00R& SIDEUTES, IMPACT Man • 11 r"wait 1 8 Loom AA Tow, PE MEM imotsrial VERTICAL SECTION A, NARROW AND FULL JAMB SIDE LITE HEAD (VERTICAL SECTION B OUTSWING HEAD I VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL • • .. ..• • • • • •• . • • • • • • • • • • • • • • • • ... • • • • • • • • • • • • • • • • •. •• • • • .• •• 0 .• • • • •.. • • OMO HORIZONTAL SECTION SHOWING (1) OF EACH SIDDUTE TYPE DEL '"*"."" Alm 0 0 mum 0 v �Tl a 1 '�,I1 r iii • . . . � , 0 © 11 NEM a11= DETAIL G STILES AT ASTRAGAL 0 0 0 o ENE Hare 0 0 �` ' 0 AZ ••• • • • • 0 0 0 Ii _,........,,,„.„ v, ....., .1 ..-c.,,,,! ', _!IN L ,.... 0 VI. AI DETAIL J SLAB AT, GLASS BED, 0 0 ;:r004," • • SEE SEE NOTE NOTE _ ii 0 4.. - 0 0 O r— • --�j� DETAIL H . • ; • ; • • • • • DETAIL K NARROW JAMB SIDE 4TE • • • • •. IWGg JAMa TO HINGE JAMB (AT HINGE JAMB) (NOT SHOWN ABOVE) • •• ••.• • • • • • • • r,. 0 15 114 00 0 G�7 DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) 0 um { 0 �u 0 ° DETAIL E JAMB, FULL JAMB JAMB. NARROW SIDE UTE JAMB SIDE LITE ASSEMBLY HARDWARE OTY (3).11' TOP 8 BOTTOM AND ONE AT M=PAN DETAIL I iRXDUCTREV= Aalplem IMAM Wa - • skuttato VkatbBester HORIZONTAL SECTION DETAILS ALA DOOR & M E: LIMA IMPACT 1+ ,216,111x'°• .11 Is ( . /Z/loc Wu* TUMV.PS. PE 11011201 ilectental ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • •• • •• • • • • ••• • • • • ••• • • • •• • •• • » MIS vaa © """14..1. .,'. Ilirill4 1: irgri • ["ill C .,:.7.11 nip, r�, .�.._,. x�` '= _ _ ---':_,, „.„ �� 1 ` �.�! , r--"1,----- 1 ©�� am" .� lit tal ,.....1.. 7 ;I.L1111111111111, W: 04 ___ - n$750 FIRAJAMB ricl77!, unarm, arar E7'�11r sx wm..'! ri�rll�il a N JAMB MINE nip -'_a runt 1,2ik,11 Erns MIS �lre/1 , � � as • � ,. u OMNI Qom,, _1.a T ..2 .:',. _J. �_ • • • • • • A motactIPTINAN ALSADS SAWN • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VblBarr p1ivooR a ODE WES IMPACT Erg► 0000 41 LumisikTusiv.P.11 PROMOS Uudittimi I--- 3.638 -- -••1 (TN #8008 6083 -T6 FRAME, HEAD, JAMB AND SIDEUTE SILL .460 -4 1.383 �--� O#8004C 6083 -T5 El OS SILL COVER T a8 ---.I (\ 88003A 6063 -T6 `:J OUT -SWING SILL #8012 6063•T6 871LE 4.434 7i #8014 6063-T6 TOP RAIL 22 88013 €8:433-T6 22 BOTTOM RAIL ass #8022 6083-T5 BACKBEAD #8026A 6083 -T8 SL BACKBEAD 8.280 780 r .613 "r - #8023A 8063 -18 7/18' BEAD .078 .126 1.636 00338 6105.18 I .1QQ ! 00 80 FD ASS'Y BEAM l AO 37 #8039 6083 -T8 TRUSS CLAMP O #80ASTRAGAL 15 6083 -T6 1.612 81 #8028 6083 -T6 61 VV./ SL HEAD TRIM • I•— z31a ---1 -••• • . 6. .436 bF #80.24Ar401345. • X626 6083 -18 LG. BEAD VZ.J SL JAMB TRIM 70 #8010 8083 -T6 NARROW 8L JAMB 86008 6083 -T5 DRIP CAP ramol as+6 1360 ,/ .044 � ("47\ #8007 083-16 SCREW COVER L " c0, T- 2,2a 23 24 1017 6063 -T6 X16 8063.16 TOP SWEEP BOTTOM SWEEP fr— --∎I —.676 27 830213 6063 -T8 GEAR HINGE, JAMB A72� #8020A 6083.16 GEAR HINGE, COVER II8018 6063 -TS HINGE, BACK -UP • .078 2,438 -64 Q #8019A 6063 -T6 GEAR HINGE, DOOR 12."21/Ob ••• • • • • • • • • • • •• • ••• • • • .•• • • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • rtam - t a eR.� Arm CLUSTER (TYPICAL) MAX. 98314'•(8) - 91314 "•(8) 87314' -(5) 03 •c 79 We •( 11' t CET*. A (CONC TE) ® (SINGLE PANEL) ANCHOR TYPES. • 1082 two ds OP 95 ite 91314'•(8) 873!4•.(8) 83814" •(7) 79314' -(7) 07 ._1 11" ® Rgrala ( D) ANCHOR TYPE& 2 OR 3 1SW MAX. 95 NV y� /� • (99 ., i, O. 91 lir .( 83814"- 79314•-(6) ' 3'MIN., -• ®TYP. 9" ir x, 1.11_15(01 I t 11 1111 ANCHOR CLUSTER (TYPICAL) HT. art ..-i 8P TYP. SP.TYP. 87314"•((8 1 53 314- -(7) _.,1, 79 ' -17) 11" fri tf Lfti t (Q 1111 1(11 Q) 1 ® DETAIL C (CONCRETE) 888 NOTE 8 ® DETAIL. D (WOOD) (2 OR MORE PANELS) (2 OR MORE PANELS ANCHOR Ta TYPES: • op AN S: TYPE LOCATIONS 1 10871' ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS AAND B ABOVE REPRESENTANCNORING OF 81NQLE x DOORS, OR INDIVIDUAL 8108 UTE 0 PANELS WITH FIAT. OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUEL8ICI DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB 808 UTE PANELS, FORMIA.TIPLE*ANEI. IN8TALIATIO OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIOIIS OF MAILS ATHROUGH DARE MAXIMUMS. 2. ANCHOR TYPES: 1.114' 8100 TAPOON 2.114" 8LC0 0S4 CRETE -FLEX 3.912 STEW. SCREW (G8) • • ® CONCRETE SUBSTRATE USE TYPE 1 AT 1315' MIN, EMBEDMENT OR TYPE 2 A71 314° EMBEDMENT. 1314• MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTR11TE • USETYPE 2 OR TYPE 3 AT13E'MI . EMBEDMENT. 3. : (DETAIL A, CONCRETE SUBSTRATE. DETAIL 9, WOOD8U681RATEB ® HEAD AND SILL. -.51 MAIL FROM FRAME CORNEEDI MAX, FROM FRAME x,18.680" MAX, 00. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. 0.0. WOOD SUBSTRATE(DETAH. 9). 4 O�M1t OR MC8E PANEL tI0HF13URATNDN•: (DETAIL 0, CONCRETE SUBSTRATE) HEAD AND SILL. 6° MAX. FROM FRAME COMM AND AT 3' Mar MAIL DE EACH 9108 OP ASSEMBLY BEAM ANO/ORASTRAGAL LOCATIONS (CLUSTER Cr 4). JAMBS., «11' MAX, FROM FRAME CORNED AND 10.500' MAX. OZ. 8. TWO 0R , PN . CONFIal18ATI IB: ( •W0 AIL•0, 00 SUBSTRATE ® HEAD AND BILL .. 8 km. FROM • • •.,44)IT S: • m �1�2' �MAX.ON EACH SIDE OF ASSEMBLY BEAM ANDIORASTRAGAI. LOCATIONS (MUSTER OF 8). PLUS ENCIRCLED 0 tUi6TBRB,,ReiWIRED my ON PANEL WIDTHS OVER273f4 ". -11" MAX PROM MAE S+D •1�1'•'M AIL 04. • ••• • • • • - • • • • • • • ••• •• s• • • • ••• . • • • • • ••• • . • • • • • • • • • • • •• •• • ••• • • ANCHORAGE SPACING LOA FRISVOI COOR& SIDE1.lTES, IMPACT Foxe 1 1/4 J° if 11 l 8000.11 1 B fZ/2.f /6 ints A. Tamar, PR. PENMEN &WRISTS ANCHOR (NOTE 1) . , Ausialreltaim. • ; 1/4" mot A CONCRETE ANCHOR (NOTE 1) 1x WOOD (NOTE 3) 2x WOOD (NOTE 3) 1/4" MAX. GROUT, SEE NOTE 5 114' MM. SHIM-4 1- A CONCRETE ANCHOR (NOTE 1) t A, r'' Kel • ''.; cosesens L.; 4 CR1.5 K81 MIN. CMU Ix WOOD 0.. .* EMBED, A NOTE1 SEE r.._ CONCRETE A On 4111;1111111;11 1111t1111111! 1,, 1! SA BSI 51840,1.• CONCRETE e . • 114' MAX. SHIM—.04 1/4"MAX. M-11M1-44 TYP. DOOR & SIDE LITE JAMB, & SIDE LITE SILL 4100NCRETE ANCHOR (NOTE iy 114` MAX GROUT, SEE NOTE 5 A wool) ANCHOR, Nona TYP. DOOR & SIDE LITE HEAD " ...• • •`••• . --00: • A, • 114* MAX SHIM TYPICAL SIDE I:1TE SILL (DIRECT TO CONCRETE) EXTERIOR INTERIOR E".> (ALL HEAD 1 SILL SECTIONS) A T- MBED. NOTE 1.• T 1W MAX • GROUT SEE NOTE 5 • 3,414111111N, e ,.* —CONCRETEE 1"; WOOD A 1. '*, CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI•DADE COUNTY APPROVED MAO Ile TAPCCMIS OR 114"$ MEWLS/C. MEL INSTANCE FROM ANCHOR TO CONCRETE EDGE 18 1 3/4'. MIN. EMBEDMENT: 1/4* TAPCON -1 318', IM '884 CRETEALEX - 4 3fir. 2, FOR WOOD APIsLICATION8 USE 1112 STEIL SCREWS (05) OR ELCD 110 $84 CRETE•FLEX • 1318' MIN. EMBECSIENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS ix ARE LESS THAN 1 112' THICK 1x WOOD BUCKS ARE °Pliant& IF UNIT 18 DISTALLED DIRECTLY TO SOLD MOMS WOOD BUM DEPICTED AS 2:4 ARE 1 1/2" 'THICK OROREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OMEN OR AS APPROVED BY TI45 AUTHORITY PLWMICI JURISDICTION (A14,. 4. FOR ATTACHMENT TO ALUM: THE MAIL SHAW* A3wC Stj0Th OF 508185 AND A MIN. OF VS' THICK THE ALUM. STRUCTURAL WAGER SHALL BE °PA BIZET° PROVIDE FULL SUPPORT TO THE MGR FRAME EIM1 T011 10404 p THE DETAILS ON THIS SHEET FOR Ot WOOD BUCKS. THE ANCHOR SHALL BEA 812 EMS WITH eini. ENOMIEMDIT INTO THE A" IF CrERIA• rilinia• • 1146•PRE86"8 814°M4 ON SHEET 3 AND "PIMA" SPACING MN CCINGREM el"" ON stars MAY OE WED. •• ••• ale 8. W stu, 13 TIGHT TO suesnws, GROUT OR OTHER MATERIA. 13 garasedoss. IF USED, NON-SHRINK, NON•METALLIC GROUT, 34110P81 MK, (mss BY anists) M1VULLY =PORT THE ENTIRE LIVOTH OPINE 84 THAT 18 NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR t.OAD TO SUMMATE. 1,,z• .2 CONORETE ANCHOR MOW 1) 0 INTERIOR (ALL JAMS SECTION8) EXTERIOR 0 WOOD (NOTE 3) Feepurrimissn owelzwisinnakh TYP. DOOR SILL Rag:Dram* •Av r , 1,10. reas000rtam •Newamastvo • • •• • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • IRO AN= 1 2-41/0‘ Liall• A, %era& PS. MOW thataigal 0 58014 60e3 -T8 TOP RAIL, LAO BOLT DESIGN 138 8.360 0 118013A 5083M BOTTOM RAIL, LAO BOLT DESIGN e4 #8068 6083 -T4 SUBSILL, OPTIONAL 114 MAX. GROUT, SIR NOTE8,814T.10 CONCRETE ANCHOR SE8 NOTE 1, 8NT.10 CONCRETE ANCHOR 8EE NOTE 1, SET. 10 114' MAX. OPOUT. 888 NOTE 8.8141.10 `.BEE 1 : >:..,.: 31031 MIN. CONCRETE --rs', '. IOW"' °ff 10 r . •', r.'a�t —� M1 MIN. CONCRETE —4 - • WOOD BEE NOTE 0, SHT,10 OPTIONAL 8101 NON 1, 8141.1 WOOD 1/4* MAX GROUT 1" MAX'OROUT SEE NOTE 8, SHT.10 I I i BEE µNOTE 8, 8HT.10 8+t WOOD, 813E NOTE3,014T.10 r.�•wM �. " :NOTE 1, BNi. 10 2tW00D,SEE NOTE 3, SNT.10 OPTIONAL SIDE LITE SILL, ANCHORAGE OPTIONAL. DOOR SILL ANCHORAGE • • •. •. • • •• • • • •• <1.0ggAiga° • ••••• ••• • ..'(A;t.4.l. ••. • • • • ••• • • • • • • • • • • • • • ••• • • • • . • • • • • • • • • •• •• • • • •• •• 0 .• • • • ••• • • ANCHORAGE DETAILS FRENCH DOOR 6 8 DLIT . IMPACT I V4 11 r Si I 881N-1f rB 2/2//06 tmanAtrrin PS. eNatmtlad BUILDING CODE COMPLIANCE ONCE (BCCO) PRODUCT CONTROL DIVISION 1BYAU6 0 2 ZUH1 : MIAMI DADE COUNTY, FLORIDA METRO-DADE FLAMER BUILDING 140 WEST PLAGUE. STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 NOTICE OF ACCEPTANCE (NOA) PGT Indusariss 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing materials. The documentation submitted has been reviewed by Miami-Dade and accepted by the Board of Rules and Appeals (BORA) to be used in Mani 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 Mani 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 AIR 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 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 Ftgrisia. Building. • Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series S11 700 Alimiu nm Single Hang Window - LMh1, FAX (305) 3752908 •• • •• • • .• • •• • APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Wax evolitpact", sheets 1 through 11 of 11, dated 911105, with revision dated 1/24/06, prepared by POT Industries; signed ancr sealed by Robert L. Clark, P.B., bearing the Mang-Dade County Product Control Approval stile 'Kith thhNotiCp of Acceptance number and approval date by the Miami Dade County Product Control Uri ion. •• MISSILE IMPACT RATING: Large and Small Missile Impact Resistant : • : •••• LABELING: Each unit shall bear a permanent label with the ms's name orpgg," ;ity, state d' following stater Mari-Dade County Product Control Approved", unless otheswik•noted herd• RENEWAL of this NOA shall be considered after a renewal application has been filed and there has berg no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiation 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 pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel P r, P.E. m FAD '9114 NOA No 05- 1018.01 Expiratkat Date: March 23, 2011 Approval Date: March 23, 2006 Page 1 •• • • • • • • •' • • • PGT Industries 1STOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact", dated 9/1/05, with revision A dated 1/24/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, 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 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.B. 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • • • • 6) Forced Fury Test, per FBC 3603.2 (b) and TAS 202 -94 ' .... • along with marked -up drawings and installation diagram of an A%nnam Single Hpng Window, Impact, prepared by Fenestration Testing Laboratory,111M'rest Repett No. vrL -4647, dated 08/11/05, signed and sealed by Edmundo - • •' Ea, P.E. • 3. Test reports on 1) Uniform Static Air Pressure Test, Loading 'MS 20N4 2) Large Missile Impact Test per FBC, TAS 201.9A.... .. . 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 : • • • • along with marked -up drawings and installation diagram of an AteaftOm Singld'Hung Window, Impact, prepared by Fenestration Testing Laboratory, lhc., Test Repint•nfo. FfL -4648, dated 08/10/05, signed and sealed by Edmnndo Largay P.E,.. . 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 •• • 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing wry, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 5. 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of an Al .4.. Single Hung Product Contro . , , er NOA No I- 1018.01 Eapfiallon Date: March 23, 2011 Approval Date: March 23, 2006 E -1 POT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED, Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FrL.4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. F1L- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 7. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missi le Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 8. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report NA,k`TL- 4723, dated 10/05 /05, signed and sealed by Edmundo Largaespada, P .E. • .... • C. CALCULATIONS D. E. •• • •• • • • • • 1. Anchor Calculations and structural analysis, complying with FB0.2§E4, prepared by PGT Engineering, dated 10/12/05, signed and sealed by Robert Litre, P.F. • • • • . Complies with ASTM E1300 -98/02 QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCC-10). MATERIAL CERTIFICATIONS •••• •••• •• •• • • • • • • • • •• • • •1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNem � ours for "DDPbnt •• • • • • • • • •• • •••• • • •••• Butacite® PVB" dated 01/05d06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solute Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12105, signed and sealed by Robert L Clark, P.E. G. OTHER 1. Letter from the consultant, dated December 15, 2005, stating that the odu is in compliance with the Florida Building Code (FBC). E -2 .E. Product Control r NOA No 05- 1018.01 Expiration Data March 23, 2011 Approval Date: March 23, 2006 • • GENERAL NOTES: IMPACT SINGLE HUNG WINDOW 1.OLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 8/16' LAMI CONSISTING OF (2) UTES OF 1 (8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAPLEXMEEPSAFE MAXIMUM PVB INTERLAYER B. 618° LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LATE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLENKEEPSAFE MAXIMUM PVB INTERLAYER C. 6/18' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXPES3SAFE MAXIMUM PVB INTERLAYER D. 7/16° LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER E. 716' LANG COWERING OF (1) LITE OF 3/18'ANNEALED GLASS AND (1) LITE OF 3(16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. F. 7/16' LAMI CONSISTING OF (2) UTES OF 3(16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTE LAYER. 0.13116' LAN) I0: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 6118' LAMI CONSISTING OF (2) UTES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. H 13/16' LAMI 10 (1) UTE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 618° LAMI CONSISTING OF (1) UTE OF 118° ANNEALED GLASS AND MUTE OF 1/8° HEAT STRENGTHENED GLASS WITH A .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERIAYER L 13118' LAM Itk (1)LJTE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR &PACE AND 016' LAM CONSISTING OF (2) LITETS OF 1/8' HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLIDUKEEPSAFE MAXIMUM PVB INTERIAYER. J. 13/16" LAM) 10 (1) LITE OF V8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18' LAM) CONSISTING OF (2) LITER OF 3118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. K.13116' LAM 1G: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 3118' ANNEALED GLASS AND (1) UTE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L 13(16° LAMI 1G: (1) LITE OP 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7116° LAMI CONSISTING OF (2) LLTES OP 3/16' HEAT STRENGTHENED GLASS WTTH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS:'OX' (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND G1A138 TABLES ASTM E 130008. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ABTM E 1300-01 4. ANCHORAGE: THE 331/396 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 8. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WTTH NARROW JOINT SEALANT OR GASKET. 7. REFERENCE TEST REPORTS: FTL.4648, FTL•0848, FTL -4847, FTL4848, FTL -4849, fl1.-4650, FTL 4881 AND FTL•1721 A 8. SERIES/MODEL DESIGNATION 811700, ALSO REFEREE:10E4S OHM. • • • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• NOA DRAWING MAP SHEET GLAZING DETAILS.......... 2 DESIGN PRESSURES.......3 ELEVATIONS.— ....... 4 VERT. SECTIONS...—. 6 PAM'S LIST . .. . 6 CORNER DETAIL.. _. 7 mad* Orkx Oaks Ramer, ftisief •k 1x490 &V6 FJC F.K. CeraloxiOje • • • ••• • • • • • • • 4,0 tE • • • • • t • • • • • • N Q. ADD FTL•47Y3 7O NO78 7. • • • • • • • • • • • • P.a Elb�.9� • NdCOWIL 347x4 • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• WAN, , Better GENERAL NOTES ALUM. SINGLE HUNG WINDOW, IMPACT 6rrm ' NTS Jam1 m 11 Ia"veti 404040 r A 112' NOM. GLASS BITE 1B' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118' ANNEALED OR HEAT STRENGTHENED GLASS N18° NOM. 5/16° LAMINATED GLASS good* ftwo mwey FJ 112' NOM. GLASS BITE ] EXTERIOR INTERIOR (ALL SECTIONS) AR3118' ANNEALED OR HEAT STRENGTHENED GLASS 810 SOLUTIA OR DUPONT PVB INTERLAYER 3116' ANNEALED OR HEAT STRENGTHENED GLASS 7118' LAMINATED 7/16° LAMINATED GLASS 118' ANNEALED OR HEAT STRENGTHENED GLASS SOLUTIA OR DUPONT PVB INTERLAYER Mr IM OR HEAT STRENGTHENED GLASS w8, ••. • • • • • •• AIR SP • • 118° HEAT SIRE MIHENEO GRASS • so, • 13!18' NO • • • • • • • • • 13/18° LAMI IG GLASS W/ 5/16° LAMI Roxfsims A J.J. • • ..• • • • • • • • • • • • • • • • • NO c14NUS' MS SHEET • .. • • • • • • • 3118' ANNEALED OR HEAT STRENGTHENED GLASS SOLUTIA OR DUPONT PVB INTERLAYER 3118' ANNEALED OR HEAT STRENGTHENED GLASS 7116° LAMINATED AIR SPACE 118' HEAT STRENGTHENED GLASS 13118' NOM. 13/16° LAMI IG GLASS W/ 7/16° LAMI • P.O.80E 429 • MOM SL34174 • GLAZING DETAILS 4v mrot•itb tba ALUM. SINGLE HUNG WINDOW, IMPACT • • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • • • • • • • • • • • • • •• •• R� G Robert L Clark, PE PE 03E112 strumurai 1/1 WINDOWS WITH HIGH GLASS TYPE SILL OPTION TABLE 1. WINDOW HEIGHT 29 3f4" 44" 60 818" 691/" 63" 78" 28" A,B4O,H +80.0 -80.0 +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 32" A.21,0,H +80.0 480.0 +80.0 - 80.0 +80.0 -80.0 +80.0 -80.0 +68.1 -811 87° A,B,G,H +80.0 , -80.0 +80.0 40.0 +74.4 -74.4 +39.6 -8.6 +57.2 -572 40° A.QAH +80.0 -80.0 +80.0 -80.0 +88.0 -88.0 +83.3 .83.3 +84.0 -84.0 44" A,B,G,H +80.0 -80.0 +75.8 76.8 +80.5 -60,5 +57.4 -57.4 +58.8 -68.6 48" A,B,G,H +80.0 -80.0 +88.6 -88.6 +58.6 -58.5 +53.0 43.0 +53.5 -53.5 53118" A,B,G,H +80.0 -80.0 +63.4 433.4 +62.0 -52.0 +47.9 -47.8 +48.3 -46.3 UP TO 631 C,O,E,F,I,J,KL ALL HEIGHT TO 78 ilIDH +80.0 -80.0 '0" MEETING RAH. STANDARD MIA/ AND RRDIUS GLASS TYPE TOP WINDOWS WITH H(QH SILL OPTLON TABLE 2.' WINDOW HEIGHT OVER SASH HEIGHT 29 3f4" 38 318" 44° 80 818" 63" 12" ' 74" 76" WID "` 1218/16" 103/8" 18618" 218116" 281M" 29 13116" 308/8" 317116" 28" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 32" A,B,G,H +70.0 •70.0 +70.0 -70.0 +70.0 -70.0 +70.0 - 70.0 +67.6 -87.6 +88.1 - 88.1 +88.6 -88.8 +85.2 -55.2 37" A,B,G,H +70.0 40.0 , +710 -70.0 +70.0 -70.0 +70.0 , -70.0 +88.0 -58.0 +51.3 -81.3 , +53,0 -50.0 +48,8 -48.6 40" , A,H.G.H - +70.0 40.0 +70.0 -70.0 +700 , 70.0 +R7,8 -67.6 , +54.2 , 442 +57,7 -57.7 +58.1 -58.1 +54.7 -54.7 44" A.8,G,H +70.0 -70.0. +70.0 -70.0 +70.0 -70.0 +60.2 v 4)0,2 +49.8 -49.8 ` +83.7 - 53.7 _ +52.9 4 @.9 +51.7 -51.7 48° A,B.0,�1 +70,0 •70.0 , +70.0 -70.0 468.3 58.3 +50.3 -50.3 • +45.1 -46.1 +49.6 -48.6 +488 -48.8 +47.8 -47,8 631/8" A,00,14 +70.0 . -70.0 +70.0 -70.0 +81.4 -61.4 +81.6 -51.8 +40.8 -40.8 +44.6 -44.6 +43.8 - 43.8 +42.9 -42.9 UP TO 53118" C,D,E,F.I,J,KL ALL 8 TO 78" HIGH +70.0 -70.0 QUS : , r ■ RADfIrIiiT.L`IT:11 GLASS TYPE ■1'r1_r�11M,C TI:T:73I 11Cv4IIL•7,'i ;2"=T!_ B. 6/16" LAMS - (1/8° ANNEALED- 090.1/8" HEAT STRENGTHENED) FTL4847, 4848 IMELLLIM MINZill= MCMINN EM O NIA EMI Eit�]' EMI EM EEO WTI Mall ETEE1 111111171111111 48" 111111=1111 11•32931. Wall NMNMNMKM E; I all E 'F L'! ROI um ItnnEWEEN II=Eionn L 13/18" LAMI 10 -1/6" HEAT STRENGTHENED. AIR FACE, 781 - . , s ( .. • RLNDTHENED,. 080.3/16" HEAT STRENGTHENED) FTL -4649, 4650 ESE MI EllE1111:1EM Kill 42..9 EniEg Waal MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. A. 6/16° LAM! - (1/6" ANNEALE11.0911/8° ANNEALED) FTL4647, 4848, 4723 A B. 6/16" LAMS - (1/8° ANNEALED- 090.1/8" HEAT STRENGTHENED) FTL4847, 4848 C. 6/18° .18411• (1/8° HEAT STRENGTHENEO,.090,1/B" HEAT STRENGTHENED) 111.4847. 4848 0.7118" LAMI • (3115° ANNEALED..o90, 3118" ANNEALED) FTL -4845 E. 7/16" LAMI - (3(18" ANNEAI.ED,.090, 3/18" HEAT STRENGTHENED)' FTL.4846 P. 7115" LAMI - (3118° HEAT STRENGTHENED „080, 3/18° HEAT STRENGTHENED) F 1.4646 F L -4848, 4681.4723 E G.13/16° LAMI 13 -1/8" HEAT STRENGTHENED, AIR SPACE, 8118" LAMI - (1B" ANNEALED,.090,18" ANNEALED) H. 13/18" LAM110 -1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAM1 - (1/8° ANNEALE0,.0901/8° HEAT STRENGTHENED) F1'L.4648, 4881 L 13/16" LAMI 10 - 1/8" HEAT STRENGTHENED, AIR SPACE, 6/16" LAMI -(1B° NEAT STRENGTHENED,.090,1/8" HEAT STRENGTHENED) FTL -4848, 4851 J. 13/ 18" IAM I10-1/8" HEAT STRENGTHENED, AIR SO4 EJ819°LAMI•MAC AN/ AV0,.0 3/16"ANNEALED) FTL-4648, 4860 K. 13/16" LAMI 10 - 1/8" HEAT STRENGTHENED Al - • ' 7114" LAMI. 3198 "401 - . 090.3/18° HEA STRENGTHENED FTL -4849 4880 L 13/18" LAMI 10 -1/6" HEAT STRENGTHENED. AIR FACE, 781 - . , s ( .. • RLNDTHENED,. 080.3/16" HEAT STRENGTHENED) FTL -4649, 4650 NOTE; WINDOWS Wiwi THE LOW SILL OPTION ARE LIM11Ep TO A IMMO DESt0NI'R 8%URE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. •0° MEETING RAIL psadas Sixty Daly OW* Dots: JC 1.2446 wan* Mho RSAIAIM • • ••• • • • • • . • •' 1 1tamit�.DRRE • • • • • .aa7s• II • Aro.A 0 FT14723 7O GL SS TYPES- AN PO. • • • • • • a • Vislbl� Bear .1� 1w16"$ DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, IMPACT woo 1 NTS1 3 a 11 1d"4 7/6 Robert L cI46. P.E. PH,i9712 ••• • • • • ••• • • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 SEE 01.0 TABLE SEE DLO TABLE L 38 7/18' MAK SASH HEI 78' MAX HEIGHT 481/4' MAX VENT 01.0 (ALL) DETAIL_A SEE DL0 TABLE SEE DLO TABLE j B DETAIL D VIEW�CUSTOM SASH,1 SASH HEIGHT 76' MAX. HEIGHT DETAIL B VIEW (STANDARD SASH) E1 DETAIL E RADIUS TOP_LCUSTOM SASH) •• ••• • • • • • •• • NOTES' •. • ▪ • • • 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SKITON•Di i Le.• • • • • • • 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SEE TABLE 2, SHEET 3 FOR STANDARD SASH HEIGHTS. anger t� 110100e rn•r e� 'V4002 c • • ••• / tex F.K r�ee din t3WedBte F.K WVOB JJ. A • • • • • • • • • • • NO CHANGE THIS SHEET • • • • • tett Yw1 • • totamalbt.ta ear • P.O. 7�6 • • .119/27/ • C1 SEE DLO TABLE SEE DLO TABLE 78' MAX. HEIGHT DETAIL. C RADIUS TOP (STANDARD SASH) .41 .:'ic - OPENING Fit .t 1f LOW HIGH DETAIL SILL SILL OIIE2Uall EEIBECii I DETAIL 81LL. SILL 0 'AMA IllEal 11101E•111111E1511 MAMA 0 ILDKUIIIIEDEMill 'Swath t1• Visibly Better ••• • • • • ••• • • • • • • • • • • • • . • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ALUM. SINGLE HUNG WINDOW, IMPACT Eu7oo NTS ea� r 11 ra n4040-20 I A Robert L ct* RE PE ffde712 Structural (SEE NOTE) BALANCE PARTS USED ON SASH$ >4O LBS 14 &1) INSIDE, MAX FIXED UTE DAYLIGHT OPENING 2.710" 7,8OR17 MAX. FIXED UTE DAYLIGHT OPENING MAX. WIDTH SECTION A-A BALANCE PARTS USED ON BASKS 440 LBS MAX HEIGHT OUTSIDE MAX. VENT DAYUGHT OPENING with tln 2.330 (LOW SILL) (SEE r211 • • .� • . • • • • • • (SEE NOTE) ALTERNATE HIGH SILL F. NO CHANGE ThIB SHEET Ors• 117, WOMB Motor r A 1:441108I • • ••• • • • • • • • • • • • • •••_ • • • • ULTRAUFT ONLY •• • EE rioN8 '!�;� . SINGLE HUNG WINDOW IMPACT • P.0.•Q% • • ,�, eaeoe�sleL $274 • Vteu,7y Bette • SH7m Hail 5 « 11 4040.20 I A ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • L Ole* P.B. PE 039712 Mead ' ITEM DWG 1 DESCRIPTION P0T9 POTS 1 4002A FLANGE FRAME HEAD 64 612225 2 1168 18 X 1.000 QUAD PN. SMS 781PQA 3 4003C FLANGE FRAME SILL (LOW SILL) SASH BOTTOM RAIL (HIGH SILL) 612228 6 1828 HESIVE OPEN CE U. FOAM PAD 64050 7PAD1626 6 4004 FLANGE FRAME JAMB 80 _A. 612227 7 4026 SASH STOP (ALUMA -TILT) C. GLASS, 6116° LAM, (1/8148,.090 PVB,1/8°HS) 812244 8 4028 SASH STOP (EGRESS) 1.125 LONG 85 812244 9 4029 CALDWELL ALUMA -TILT BALANCE, 518' H. GLASS, 13146" LAMINA 1/8°H8, AIR SPACE, 8118° LAMI, (118°A..090 PVB,1/8°HS) 88 10 1080 BAL. COVER, RIGID VINYL, 618" 90 6BALCVR918 11 L GLA88,13118° LAM) ID;1/8"H8, AIR SPACE, 7/16" LAMI, (3118°148,.090 PV9,3146"HS) 58 X .750 PH. PN. SINS 7834AA 12 BALANCE BOTTOM BRACKET 78ALTBKT 13 1088 SASH TOP GUI 818° SAL. 42804 14 4029 -1 CALDWELL ULTRA-LIFT BALANCE, .670 18 18 X 1 PHILLIPS FLAT HEAD S. STL 78XIFPAX 18 1080 -1 .670 ULTRA -UFT BALANCE COVER 8BALCVR870 17 4053 SASH STOP COVER (ULTRA -LIFT) 64063 18 4029.1 BASH BRACKET 7ULBRKT 19 18.32 X 12" L0. PH. EH. TYPE F S. STL 7832X12FPFX 20 1088 SASH TOP GUIDE, 11/18" BAL. 425068 & L 21 4054A FIXED MEETING RAIL 84054A 23 4008C SASH TOP RAIL 84008 26 1236 WSTP.,.170 X .270 BACK, FIN SEAL 878188 1098 SWEEP LATCH 71085 27 1018 aX.625 PH. FL SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 812230 30 1228 WSTP. BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 812231 34 ' 1288 SASH FACE 01110E 42501 35 1622 LAMI SETTING BLOCK 3/32° X 25184" X 1' 71622K 38 1082 LAMI 10 SETTING BLOCK 1° X 314' X1 /1W 71052K 37 1224 VINYL GLAL SEAR BULB (TFNCR) 8TP247W,K 38 1228 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 40398 GLAZING BEAD, 8116 LAM. GLASS. 640398 42 404413 GLAZING BEAD, 8/16 LAD/OW/GRILL KIT 644703 , 44 4222A GIAZINO BEAD, 7/18° LAMI 64222 45 985C GLAZING BEAD 7118° LAM W/GRILI. KIT 5985 48 " 4007 GLAZING BEAD, 13/16' 11111810. 84087 52 4009 BILL LATCH (EGRESS) (LOW SILL) 764009 63 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 BILL LATCH (EGRESS) (HIGH SILL) 62740 58 1014 SCREEN FRAME (HO( & VER.) 81014 58 1830 SCREEN CORNER KEY WRING% • • . • . . . , _74630 67 1631 SCREEN CORNER KEY W/OU'T IN08 ' • 71831 2CASP 58 1073 SCREEN SPRINO • • •' 69 1824 SCREEN SPLINE -.135 DIA. FO 1• - 1 61624K 60 1835 SCREEN SPUME - .138 DIA. HARD 1636K 61 SCREEN CLOTH 81816 ITEM DWG# DESCRIPTION P0T9 63 505 GLAZING CHANNEL (.688 X .800) 8533402 64 1181 06 X 1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1/16 X 112 - 7/16 LAMI 82BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 84051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 _ SILICONE, DOW 899, 995 OR EQUIV. 80 _A. GLASS, 8116" LAM), (1/8 °AL.OSO PVB,1J8°A) 81 B. (MASS, 5116° LAM), (1/8°A,.090 PVB,1/89HS) 82 C. GLASS, 6116° LAM, (1/8148,.090 PVB,1/8°HS) 83 D. 01AS8, 7/16" LAMI, (118°A,.090 PVB,1/8"A) 84 E. GLASS, 7/16' LAM, (1/8"A,.090 PVB,1/8°HS) 85 F. GLASS, 7/16' LAMI, (1/8"148,.090 P1B,1184HS) 88 G. GLASS, 13/16" LAN ID;1/8"HS. AIR SPACE, 5/18' LAMI, (1/8"A,.090 PV8,1/8"A) 87 H. GLASS, 13146" LAMINA 1/8°H8, AIR SPACE, 8118° LAMI, (118°A..090 PVB,1/8°HS) 88 1 GLASS, 13/16" LAMI IG; 1/8'H8, AIR SPACE, 5/18° LAM!, (1/8'HS,.390 PVB,1/8`HS) 89 J. GLASS, 13/1W LAM) ID,1/8"HS, AIR SPACE, 7/16' LAN), (3/18 "A..090 PVB.3118"A) 90 K. GLASS, 13/16" LAM)1G;WHS, AIR SPACE, 7118° LAM), (3H8'A,.090 PVB,3/16'HS) 91 L GLA88,13118° LAM) ID;1/8"H8, AIR SPACE, 7/16" LAMI, (3118°148,.090 PV9,3146"HS) Br • • • Deo Rostrft Fit manor V24109 Dide BMW A a mrotl•e J.J. • • • • • • • •• • • • •• NOOIANGETM1SKEET .•• ••• ••• • • • � • Py • 34274 • 10/10/0.5 ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• PARTS LIST ALUM. SINGLE HUNG WINDOW, IMPACT V�bdy sum I NTS 6 • 11 rim 4040.20 r�G RebelL Calk, P.E. PE 638712 Sbuchatil 1--- -- 2.7134 --.- I � FLANGE FRAME HEAD 94002A, 15013348 1.749 2.710 6 FLANGE FRAME JAMB t� // 44004, 0083 -78 (USED AS RADIUS TOP HEAD) t342 4 FIXED MEETING RAIL 94094A, 13083H8.75 3.448 2.830 O FLANGE FRAME SILL (LOW) x,0083.78 449 -1.481.1 T OSASH STOP #4025. 8083-75 1.707 0132 23 SASH TOP RAIL 84008C, 8083149-78 0 FLANGE FRAME SILL (HIS) 84080A,6063.70 N.Zo. Dm. maims mows,' oft ••. • • • • • •• • 1.813 1f .738 r.040 OSASH STOP COVER 17 Imo, 8013348 1.979 SEALANT OR GASKET AT HEAD AND SH.L VIEW D-D VIEW E-E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 2) SASH BOTTOM RAIL(LOW) 84007,8003 -78 6 -u I • •• • • 2.838 •• • • • SA §H EferroTA RAIL1H441 94851A, 8083-T5 _- 1.188++- 1 41 GLAZING BEA6, 5/16" X3,8083 -T8 31 SASH SIDE RAIL 84008,8083 -76 .878 1.098- f ---«IT O GLAZING BEAD 7/16" 84222.8083 -T5 .050 .ere 1.115 T 45 GLAZING BEAD, 7/18" mac Esau (USED G Ivry GLAZING BEAD, 5/16" (USED cILLarI 03 L.093 -1.097 O GLAZING BEAD, 13/16" IG 94087, 8083.78 MB OR • :LYr•;1171' =7 • • • • • ••• • • • Maas RalaBx RUC FJC Ova 124!09 tadatat A 9'„f • • • • • • • ?W CHANQETHIS SHEET • • • • . • 010185 I • • • • • • ••• • • • • • • • • • •• • ••• • EXTRUSIONS & FRAME CORNER DETAIL •• P yam; • ALUM. SINGLE HUNG WINDOW. IMPACT noway '!PL 942/4 • 1446 Bet • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Ruaa91 L Clerk, P.E. PE &99712 Eittudiral .•;r(1E O;1Y. YL'e. 3 TABLES. SUBSTRATE: CHOgiTYPES N N '` N N 8 1 N ' s� N ': 8 N N 1 ' N � N N `' N P 8 N N 1 P N � N N N '` WIDTH G� -; Tree 19 r ALL Typo MIMIKM UU lDIIU MIKMMINM0f1ti7 tn0©DDUf10pp©ODUIIU OHOM©©©©©©©©UGUOUH ELM i70:0NM iM©iI UUMEMBHUOU©©©pp©©© EO ©Ol7i� Er ALLTYPLS MDi700pDOilKMKODOEiin DUD©UMAHU ��UU�Da ©D©©©©© ©UDIUDa©©IRJIIU�E1©©©�E#©© e GD,E.F,I,J,KL AB.G,H MMoiMMIMAKIMMIIM00EiMUM©MAKMMU DUD© ��i�i��DiIga�13i11�� D ©OF3Of1U©©©DHIIIIH i1S1U© OF ID.D©F3EMUHHUDEIUUUUUUUUMUEIfE4 ©i7�� ©EZu KM "" MUM u 3r C,D,E,F,I,J,KL UElf1© ©F3UFlnUnU©nn©o©© ©E310d ©KR MI iI ABGH i7UUEVULIE©©FSDUU©©©U EM111F11©"""" IJtHUHOO EO© 011111 NM ©EA ©Ilallila 3EIH© ®E1©©EO © E3© MEN ifi MEIEJE1UU©©©©UI © UUL1UUEI ©" " ©Ei©EO© E�AEM© 40„ C,D,E,F, AL © © ©E© ©FH©©E3ti©l©JFUE1U©CIOU ©EUEU© HUOUHUMMUUOUHUHO[1©ULJIJ ©EMBHnOUHUHM +�© ©UHUOUOo ©fiFA©©©© A,13,414 DE-1UHUIE E�WINMNM UHUHUDUODUOHE DUHIlU ©©©EMIRM©©WAWAWA E1©L EIOUODUUUU©UUDUMMOO OUHH ©EO©NEMEM�WI 4r CA,E,FJ.JJt,L E! ©o AB,QH ©U©HIBUU oUU 48„ C,D,EF,I,J,KL w... Ut3Er MMEAMMEMEAKMOMMAIMMEMEAMMEMEMWAMMEMMI UHIMMUHOUUHUHUMILIOUUHUIBUOUUOULAMIUMIU 1FO ©©D©D©U _ lEiEi © ©E>��E� © © © ©�1 .i Trim .. rn rEiHI ©AE7© ©UUU©Ea© ©n©n ©©©© ©uclil © OE]LIE A,B,G,H ©EM © ©EM© ©E7•EM©©© 63118" C,D,E,F, AN. ©un ©©n©omuonunnon©o©nUUUU ©n A B,G,H ©MM EM EE©0©© © ©EE ©EE© ©©©EE M EEE3•©© ©©ODDUU©©UIJUUn©nEaUUIJ[JU uULJUfr7U©E1n[1EFJU - -r', : . : E D : F HEAD - 181/2' FROM JAMBS ABOVE JAMBS BELOW ANCHORS NOT o MEETING MEETING REQUIRED r.' , G CORNERS RAIL- RAIL IN .t(TA.'P1 1: -• 17112' FROM TOP -16 FROM BOTTOM SILL CORNERS CORNERS AND 8' BELOW MEETING RAIL • 5/18"-11611 - (118' ANNEALED..090.1I8" ANNEALED) B. 8/16' LAMI • (1/8° ANNEALED,.090,18° HEAT STRENGTHENED) C. 6118" LAMI - (118" HEAT STRENGTHENED,.090,10' HEAT STRENGTHENED) D. 7/18" LAMI -(3/16 ANNFALED,.O80, 3116 ANNEALED) E. 7/16 LAMI - (3/16' ANNEALED,.090, 3/18' HEAT STRENGTHENED) F. 7/16' LAMI - (3/16' HEAT STRENGTHENED,.090, 31116' HEAT STRENGTHENED) c 13118° LAW 10 -1/8" HEAT STRENGTHENED, H. 13M8° LAMI 10 -1/8° HEAT STRENGTHENED, AIR SPA 114Y 14M1 x('II ° 4INC4L .E9D,1/8 HEAT STRENGTHENED) L 13/18' LAMI 1G • 1/8" HEAT STRENGTHENED, /eliSPAC0 8118' PAM •(118" HiAT.STOENGTHENED,.090,1/8' HEAT STRENGTHENED) .13/16' LAMI 1G - 118" HEAT STRENGTHENED, AI $PAC =/1$ L4'41 i(31 9 090. W16' ANNEALED) 13116" LAMI IG -1/8" HEAT STRENGTHENED, MRSPA€G,6/16'A - (i JIA�,.O90, 3116' HEAT STRENGTHENED) L 13/16 LAN] IG - 1/8' HEAT STRENGTHENED AIR SPACE, 7/16' LAMI - 3/18' HEAT STRENGTHENED .090 3/18' HEAT STRENGTHENED ANCHORAGE NOTES: 1. ANCHOR TYPES: 1.1/4' ELCO TAPCONS 2.1/4" ELCO 984 CRETE -FLEX 3 - 812 SCREWS 2. INSTALL 111 WINDOWS IN MIAMI -DADE COUNTY PER TABLE & 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI-DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4' TAPCONS, 114' 834 CRETE -FLEX, OR 412 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE S FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD JAMB ABOVE MTG. RAIL • JAMB BELOW MTG. RAIL re•aar arr Reifteir w.dea wrrR • • • • • • • �,• a • • • FJK A NOc,LANGE 7i4 6HEET• • • • a ®an um FJL MOM ✓.t 10/10/05 are ••• • • • • • • • • • •+ti1m1+a4,3Y • • • • 111M. Mayo w • • • gent • • • 0.34714, • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Hui VL ibb Herter ANCHORAGE SPACING, 1/1 WINDOWS Mir ALUM. SINGLE HUNG WINDOW, IMPACT I N1-S 8 • a /1 I �p 4040-20 A .76:14. Robert L. Park P.E. PE 033712 ..: _. • RAG • • ,L■..:_:. • • D RADIUS L' 1 8 TABLE 7. 1. -are r� "�� t �� mw T 8"-] E-1-§-8" v * $ o P G yDn 191!8° ALL TYPES NM HUUMMUMUULIENIU HUUIIUilnufil000EIMHmuUUFIU ill100KE100ni UMENIUMMEMIUMMUUMBHUHUIMMUUHIBUOUHOU MIMIMI 0100 KMKa KM "i11 MN i111WM O "1"1"o1010100 Min IMUuiINMNMNM KMoi710IIM100KRni MIMI MU MEMO IJ UUMU©oUMMUU ©UO©UUMF©UOUI© KMKMSIM11111i110 MI OiMlan1B7 E EM 24° C,D,E,F,I,J,K,L "aUR A,B,G,H C,D,E,F,I,J.K,L ©UIRUH HUH 1U1IFIPUM000UMUU©UOUHUMIO ©OE A,B,G.H E7UN10KROMM HICIU 7 IU© ■WAW>•iilE#E1MN ©MIF3©©ii1F3 IUMIUUU OMMOKl•EME ©UUiaUUDIUF11©UHUGHUOUODUU © EMMMOI © © © © ©©© E ©N MAMMEM © ! © ©KM © ©HH 3r C,D.E,F.I,Au NMKaO EMI mina ©© © ©©®©©fl EAi11 A,B4O,H KAUMWERMMAIMMEMWAMMEAMMUMWAISMMIMMEMEM ©© fIIIIIIJUMMU ©uU©UU©EO13F.IMU© ©M M©Fil;7UODUU 40° C,D,E,Fd,J,K,L ©EAMEM © © ©u*s OUHUHHEIHHOO©OOEUF.IO©OF3 . © © © © ©E3EE©E3 UUMUUHE MMUUEUH A.B4O,H E INEMW •EIOWAMAWI• ©MM© ©dEMEI• ©© MA ©© EMU o© ©©Ea ©[ ooaMOOr IA © :�F�©F�©o©©oo©©o©oununno©©U © ©E #©n©m © ©©©1��© on µ° C,D,E,F,I,J,K,L HEM © ©© EMI ©U © MUM © © ©© © ©©, NM1 ©EMU a © El EMI lEI ©M[!O ©Ella ©© 413.0,14 ©WA©WA©1 ©© UOUSIB ELM UUF KaENE/ © © lHU©LIBUFTU©UUUU©UU000EOOO©O© ©WM©EA aWAWA MNN 46" C,D.E,F.kJAL EMEIIEE fMUF EMNMNEN HUUUf unman MI OUHHOH © FPM©! 3U ©MMas1 © © ©AEM©EMEMMEENM 1OF.I © ©MOHUBBOUM ©©F7MF3L7©©© ©© ©F3IIC]UElL7© MI ©NEM A,B.G,H © ©CI© UOR Oyu, c,D.E,F.I,JAL U auMMMU© ©MI NEB WA © ©MEM © © ©EM ©© ©EEO© ©UEUMO ©U©M©O ©O©UMEIm©O©OII000OO AB.O,H ©EA ©F3UUUHLIE © © © U ©EAd ©M©ODUULIOUHUUU © © © ©d©©©©© ©UUUUMU ©O ©UUU -A•1 '' 1A:111, m T - HEAD -1812" FROM JAMBS ABOVE JAMBS BELOW ANCHORS NOT . MEETING MEETING REQUIRED rr, 113 CORNERS RAIL RAIL IN :7Ti ',ii' • 1712° - 16" FROM SILL , FROM BOTTOM �FT.N: TOP CORNERS AND 26 1/2" O.C. CORNERS AND 6" BELOW MEETING RAIL c •1,1'i A 6/18" LAMI • (U8" A NNEALED,.080,18" ANNEALED) B. 8/16° LAMI - (1/6° ANNEALED,.090,18" HEAT STRENGTHENED) C. 8116° LAMI - (1/8" HEAT STRENGTHENED,.090,18" HEAT STRENGTHENED) D. 7/16" LAMI - (3/16° ANNEALED,.08O. 9116°ANNEALED) E. 7116" LAMI • (3M8°ANNEALED,A90, 3116" HEAT STRENGTHENED) F. 7(16" LAMI - (3116° HEAT STRENGTHENED,A9), WV HiEIMSTRENOTHGNEDI • • • G. 13(16° LAMI 10 -1/6" HEAT STRENGTHENED, Aft SPACE, !/16'LAFi I - �1/8•ANNEALEi1,.O9O,1/8 °ANNEALED) H. 13/16" LAMI 10.18° HEAT STRENGTHENED, ATp SPACE• geme41 -3UC .090,118" HEAT STRENGTHENED) I. 13116" LAM* -18" HEAT STRENGTHENED, AIRR�SPACEA 8/1611.ARMI -41/88HEAA T SrR N0THENED,.OW,118" HEAT STRENGTHENED) J.13/16° LAMI 10-18" HEAT STRENGTHENED. AIR$PAI ? 16" ISAI - (3916°A1lNEALEDt.090, 3/16"ANNEALED) It 13116° LAMS 10 -1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3118° ANNEALED,.090. 3118" HEAT STRENGTHENED) L.13116" LAMI 10 -18" HEAT STRENGTHENED AIR SPAC 7/18' LAM1 - . 6• HEAT STRENGTHENED..090, 3/16" HEAT STRENGTHENED ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1(4° ELCOTAPCONS 2 -1(4° ELCO 984 CRETE -FLEX 3 -#12 SCREWS 2. INSTALL STANDARD VIEW AND RADIUS TOP WINDOWS IN MIAMAADE COUNTY PER TABLE 7. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI-DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4' TAPCONS,1/4 °ffi4 CRETE -FLEX, OR#12SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 7 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE 4. ANCHOR QUANTITY KEY: HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL • • • a..sea DM w,Y•s 1 • • • • • SulaW•Es :Woks NO CHANGE THIS SHEET• • • • • • bemOBN & e Metal a,oe FJ4 7/1&98 JJ. Ilk _l •.• •• • • ••1 • • •P • • • NOMT • ••• • • •• PA•8gei 8p • NOtWYIS , F1.342P4' Visibly Better ANCHORAGE SPACING, STANDARD VIEW ae° ALUM. SINGLE HUNG WINDOW, IMPACT &goo I NTS 18 d 11 I "sum4040 -20 Rokett L Cork, P.8. PE Re712' . Sinatra! ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HOL..t F. .; :,:■ - •DI .,T "- ill ...i< TABLE8. TE. 'TT , ,, a d HOR TYPES : 1 N - el N - �*1 N l" N ' N ^"�if�� FYp i N r N P N QQ 5 N - QQ S N P N - N - 1QQ� S N P N E ` 1818° D ,E,F,J.K.L (11,E,F,JALIEMOMMIMMIWAIMMIUMOMMOKINEMMAMMINNUMMAIMMOOM HUIMMUOUH IMAAAIMAiAKIMMI HUMMU©MIHU©OUHUBHUUMUUU©O©©F 0Bf'l EME 0 Eill000 IF3flUUMOHUU©UUMUUU©HOL1©©©OU fled 0 E©fil00 •ADiI/AMMAAA ©0 O ©©MME D LJ IUUUIII©II1 0 24° 32° D ,E,F,J,KL 37" 0 ,E,F,J,K,L D 13,E.F.JALKAWAIEMEMIEMWAWMWMIKAWAIWAWAIRXEMMEAWAKAWA 10IIJIIIUUBBHU Q ©©ij0� ©DA l©© A© ©©©HUUUILIO ©EM© ©Q 40" ©©I1000U©©©H© 44° D, E, F,J,K, L EMd MIUMMIIJUUU © © UM" E1© ©" © © ©A MUUMB iUUHUUE(UL MMUUMUU ar F.L i>rlaU©Ir EAWA1 UhI{JUMUHUUilEM©H011 ©E'MAA HEMB©UGHOHI ©®AEAEAD]Bf�A©EME3© AW1•iAAW/WMINEAW7WAIWAWAWMWM >I UOUH©MMUUHEIDUO©rr WIHL_]IJUI1fI®II UMMUULII©CIJ a © ®E,.� U ©O D,U,J,K 0WAIEME 6318 F,L ©i3OUH ©© ©©HHOB d � ©C D, e,J,K n.." 5 HEAD - 181/2" FROM JAMBS ABOVE JAMBS BELOW ANCHORS NOT ©©WAEA i1Uill©OUO©O©M000 - . I : - - 1 CORNERS MEETING MEETING REQUIRED ©© , 711T, iT 01-7 RAIL - 171!2" FROM RAIL - 6" BELOW IN SILL TOP MEETING ©f©EAKA© © ©E1©©©© HHHOH©HHO ©CIOUHOIOFIO© : .Q i s :. CORNERS AND 26112"-O.C. RAIL (16" MAX. FROM BOTTOM CORNERS) GLASS TYPES; D. 7116" LAMI - (3118" ANNEALED,., 3/16" ANNEALED) E. 7/16" LAMI - (3/16" ANNEALED,.080, 3116" HEAT STRENGTHENED) F. 7/16" LAMI - (3/18" HEAT STRENOTHENED,.080, 3118" HEAT STRENGTHENED) .13/16° LAMI IG * 18" HEAT STRENGTHENED, AIR SPACE, 7/18" LAMA - (3116" ANNEALED,.090, 3/18" ANNEALED) 13/16" LAN* - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/18° LAM1- (3/18" ANNEALED,.O80, 3/18" HEAT STRENGTHENED) L 13/18" LAMA 10 -118" HEAT STRENGTHENED AIR SPACE 7118" LAMI - 3/16" HEAT STRENGTHENED .OBO, 3116" HEAT STRENGTHENED • •• ••• • • • • • •- • • • • •• • • • • ••• • • •• ••• •• • • • •• F.K. o FJL NO CHANGE 7MEI SHEET* • • 10/10/06 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCON8 2 -114' ELCO 884 CRETE -FLEX 3 -812 SCREWS 2. INSTALL CUSTOM VIEW AND RADIUS TOP WINDOWS IN MIAMI -DADE COUNTY PER TABLE 8. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4" TAPCONS, 1/4' 884 CRETE -FLEX, OR 812 SCREWS AT NE ANCHOR QUANTITIES SPECIFIED IN TABLE 8 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL • aro • ANCHORAGE SPACING, CUSTOM VIEW ma await WOW& FL MOM • ALUM. SINGLE HUNG WJNDOW, IMPACT F1 a1n1! VtdblyBerrer 64.ftd* 1 � 10 a 11 lowwm ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Robert L. Clark PE PE 888712 81110102 (CONCRETE) .s' .•• OPTIONAL 'Ix WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) 2x WOOD BUCK (SEE NOTE 3) " 1114' 1/4' MAX SHIM DETAIL A 0 MIN. t�)191fi RIN)RlINI!!t� ■rrrr� •. Ii DETAIL C 114'1 MAX SHIM WOOD ANCHOR (SEE NOTE 2) (WOOD) TYPICAL HEAD ANCHORAGE a (BOTH HEAD DETAILS) CONCRETE ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 1) (CONCRETE OR CONCRETE BLOCK) 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 3) DETAIL B 1/4' MAX 1 1/2' SHIM �M1N 11'021111 1 l }} 1 Jlirill 2x WOOD BUCKJ (SEE NOTE 3) 1 ire 1/4" MAX SHIM TYPICAL JAMB ANCHORAGE • • • •,4• • • • • • •• • '� • • Reif! BL1ET 1:818 • ••• ••• • • • • • • DETAIL D NOTES: 1. FOR CONCRETE APPLICATIONS IN MINA -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4' ELCO TAPCONS OR 114° 884 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 18 21/2'. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" TAPCONS OR 114' 884 CRETE-FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS I8 LESS THAN 1 1/2'. 1x W000 BUCKS ARE OPTIONAL. IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 606345 AND A MINIMUM OF 1B' THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. WE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 6. ANCHORS ARE NOT REQUIRED AT THE SILL ® 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12TRIMFIT HEADS. WOOD ANCHOR FH BELOW MEETING RAIL (SEE NOTE 2) (WOOD) Row rmva,ey. anad FJC FA Ledo Ear 1124,06 Reams A • • • • • • • • • • ADD 'owe l;E RAT' F CHOjj9' &WW1 I ••• • • •• • • • • i°'° 'a • • • • • •.• • gaaffi • pa.' • • xoxonP. z aazs B pi V /sthly A7mur ANCHORAGE DETAILS ri ALUM. SINGLE HUNG WINDOW, IMPACT gawp4040 -20 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Robert L cams, P.E. PE #38712 Bmx•nm U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMA Al. Building Owner's Name MARCELA ASTRALAGA A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 254 N.E. 101 STREET City MIAMI State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) THE WEST 1/2 OF LOT 5 & LOT 6, BLOCK 34, OF "AN AMENDED PLAT OF MIAMI SHORES SEC A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory A5. Latitude /Longitude: Lat. N25 52'07" Long. W80 11'54" A6. Attach at least 2 photographs of the building if the Certificate is being A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 11 c) Total net area of flood openings in A8.b OMB Exoi rvs,28 2M7 • ti Poll, umber , etc.) RESIDENTIAL Horizontal Datum: ❑ NAD 1927 CI NAD 1983 used to obtain flood insurance. 1947sq ft 928 sq in A9. For a building with an attached garage, provide: a) Square footage of attached garage 460 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 12025C0093 J 07/17/95 03/02/94 X N/A Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile N FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? DYes NNo Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings` ❑ Building Under Construction* ►Z� Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized N -397 Vertical Datum 1929 Conversion /Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 11.36 b) Top of the next higher floor N /A. c) Bottom of the lowest horizontal structural member (V Zones only) N /A. d) Attached garage (top of slab) 9.38 e) Lowest elevation of machinery or equipment servicing the building 9.58 (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. N feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) N feet ❑ meters (Puerto Rico only) N feet ❑ meters (Puerto Rico only) 9.50 9.98 feet ❑ meters (Puerto Rico only) N feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION 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 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. N Check here if comments are provided on back of form. Certifier's Name MIGUEL ESPINOS LAND SURVEYING, INC. License Number 5101 Title PRES ' N r / Company Name MIGUEL ESPINOSA LAND SURVEYING, INC. Address Sign SI,ITE 202 City MIAMI State FL ZIP Code 33134 Date 08/03/2007 Telephone 305 - 262 -2992 FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 254 N.E. 101 STREET For Insurance Company Use: Policy Number City MIAMI State FL ZIP Code 33138 Company NAIC Number SECTION D - SURVEYOR,; ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments CROWN OF ROAD= 9.65' LOWEST ELEVATION OF CHINERY OR EQUIPMENT SERVICING THE BUILDING (AIR CONDITIONER)= 9.58' d7.4; re Date 08/03/2007 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is . ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or 0 below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. 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, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law 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. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by 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 located 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 floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions BLOCK CORNER N. E. 101st STREET 20' ASPHALT PAVEMENT .17,0' 0 M 1-59:00.0.4> ' 75 :.00'0R)(M)' : F.I.P.1 /2" co N- I— U 0 0.70' 21.45' a -CQNC: WALK F.I.P.1 2 10.00' ON PL 20.50' QC 0 0 0.20' CONC. SLAB 6.0'x6.0' ONE STORY RESIDENCE #254 F.F.E. =1 1.36 GAR =9.38 LL .sr CC U LU 00 0 Z 0 LC) 10.00' w O J F.I.P.1 in .CONCRETE* ° =PATLO•• 13.05' °. A/C SLAB ELEV =9.58 0 0 p- ED STEPPING N STONES a000m- L] AN D 51100. 5.00'(R)(M J z 0 10' ASPHALT PAVEMENT Z 0 0.20' F.I.P.1 2 NOTES: NO NOTES. Legal Description: The West 1/i of Lot 5 a Lot 6, Block 34, of "AN AMENDED PLAT OF MIAMI SHORES SECTION N0.1 ", according to the plat thereof as recorded in Plat Book 10, at Page 70, of the Public Records of Miami- Dade County, Florida. a• o 0 erre' 9 • 10TH I I ZZIr..N 0 4 1'y Iio'„ f0 °, g 1 ' a it • 19 I o 1 k, .1i0'h Certified to: MARCELA ASTRALAGA Community Number: 120652 Panel: 0093 Suffix: J Date of Firm Index:03 /02/94 Firm Zone: X Base Flood Elevation: N/A Date of Completion: 08/03/2007 Property Address: 254 N.E. 101 STREET MIAMI SHORES, FL 33138 Survey: S-4554 GENERAL NOTES: f4 f1 ID 19 40 21 t z ?!W STREET .o) IS _ B T \t � ..T_ 4 '3 ,o'ITj r fet a i 0 16 I°t 10 19 rO 2,1 Zz 73 ! S REE 1 ♦o ,n 7 •• d • T 'y - a r a - 4 - , 00 ,t K,M t in LOCATION SKETCH NOT TO SCALE -LEGAL DESCRIPTION PROVIDED BY OTHERS. - EXAMINATION OF THE ABSTRACT OF TITTLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECT THIS PROPERTY. -THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT. - UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. - ONLY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED. - WALL TIES ARE TO THE FACE OF THE WALL -FENCE OWNERSHIP NOT DETERMINED. - BEARINGS REFERENCED TO LINE NOTED AS B.R. - BOUNDARY SURVEY MEANS A DRAWING AND /OR GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE. -NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. -NOT VAUD UNLESS SEALED WITH THE SIGNING SURVEYOR'S EMBOSSED SEAL - DIMENSIONS SHOW ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. - ELEVATIONS IF SHOWN ARE BASED UPON N.G.V.D. 1929 UNLESS OTHERWISE NOTED. -THIS IS A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. - THIS BOUNDARY SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFICATIONS DO NOT EXCEED TO ANY UNNAMED PARTIES. Q Tr)] mcm Alt SEP 1 g B Y. 663 SURVEYOR'S CERTIFICATION: I HEREB Y CORRECT REPRESENTATION OF SUR THE MINIMUM TES NICAL STAN �•RDS AL O' PROFESSION D SURVEY IN 1 PURSUAN T 4 .027 FLORID • ST • I SIGNE MIGUE NOT ELEC THE 7- PI r6 SA ALID WITHO ONIC SEAL RIGINAL RAI 'CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND EY PREPARED UNDER MY DIRECTION. THIS COMPLIES WITH AS SET FORTH BY THE STATE OF FLORIDA BOARD OF HAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE UES. III'/ 1! r AUTHENTIC ELECT' NI /OR THIS MAP IS N D SEAL OF A LICENSE 1 FOR THE FIRM No.5101 STATE OF FLORIDA SIGNATURE AND AUTHENTICATED LID WITHOUT THE SIGNATURE AND URVEYOR AND MAPPER. MIGUEL ESPINOSA LAND SURVEYING, INC. 5511 SW 8th STREET — SUITE 202 MIAMI, FLORIDA 33134 PHONE: (305) 262 -2992 FAX: (305) 262 -2995 www.espinosalandsurveying.com L.B. 6463 2001 A A/C ADD ADJ AE ALUM. ASPH BIC BCR BLDG BLK. BM BMW B/W C CB CB5 CD CJB CLF CM CMP CONC. COR. COV. D DB DCR D.E. DOT E/F E/P E/W ELEC. ELEV. ENCL. EM ESMT F/C F/L FF FH Fir FIR FN FND FN &D FN &T FP &L GAR GAW HW ID INV IR IP L LB LC LD LFF LP 15 LEGEND OF SURVEY ABBREVIATIONS ARC LENGTH AIR CONDITIONER ADDITION ADJACENT OR ADJOINING ANCHOR EASEMENT ALUMINUM ASPHALT BUILDING CORNER BROWARD COUNTY RECORDS BUILDING BLOCK BENCHMARK BOUNDARY BACK OF WALK CALCULATED CATCH BASIN CONCRETE BLOCK STRUCTURE CHORD DIRECTION CABLE JUNCTION BOX CHAIN LINK FENCE CONCRETE MONUMENT CORRUGATED METAL PIPE CONCRETE CORNER COVERED DEED DEED BOOK DADE COUNTY RECORDS DRAINAGE EASEMENT DEPARTMENT OF TRANSPORTATION END OF FENCE EDGE OF PAVEMENT EDGErOF WATER ELECTRIC ELEVATION ENCLOSURE ELECTRIC METER EASEMENT FENCE CORNER FENCE LINE FINISHED FLOOR FIRE HYDRANT FOUND IRON PIPE FOUND IRON ROD FOUND NAIL FOUND FOUND NAIL & DISC FOUND NAIL & TAB FLORIDA POWER & LIGHT GARAGE GUY WIRE HEAD WALL IDENTIFY, IDENTITY INVERT IRON ROD IRON PIPE LENGTH LICENSED BUSINESS CHORD DISTANCE LEGAL DESCRIPTION LOWEST FINISHED FLOOR LIGHT POLE LAND SURVEYOR M MAINT MH NO. N.T.S. D/H O.P. O.R.B. 0/5 0/W P PAR PE) PC PCC PCP PG PI PK POB POC PP PRM PRC PT PVMT REC RCP RES RET RNG R/W SAN 5BT SCN SE SEC SEW SN &D 5P 5P &C SR 5RC STA 5TM 51Y SUDO T TB IBM TRANS STWP TYP UE UGC) WD WM WV MEASURED MAINTENANCE MANHOLE NUMBER NOT TO SCALE OVERHANG OPEN PORCH OFFICIAL RECORDS BOOK OFFSET OVERHEAD WIRES PLAT PARCEL PLAT BOOK POINT OF CURVATURE POINT OF COMPOUND CURVATURE PERMANENT CONTROL POINT PAGE POINT OF INTERSECTION PARKER KALON POINT OF BEGINNING POINT OF COMMENCEMENT POWER POLE PERMANENT REFERENCE MONUMENT POINT OR REVERSE CURVE POINT OF TANGENCY PAVEMENT RADIUS OR RECORD RECORD REINFORCED CONCRETE PIPE RESIDENCE RETENTION / RETAINING RANGE RIGHT - OF - WAY SANITARY SOUTHERN BELL TELEPHONE SCREEN SOUTHEAST SECTION SEWER SET NAIL & DISC LB #6463 • SCREEN PORCH SET 1/2" PIN & CAP LB #6463 STATE ROAD SET REFERENCE CORNER STATION STORM STORY SUBDIVISION TANGENT TOP OF BANK TEMPORARY BENCH MARK TRANSFORMER TOWNSHIP TYPICAL UTILITY EASEMENT UNDERGROUND WOOD WATER METER WATER VALVE • • /"44M—i% % 1 -\ \\\ 1111 4111•111 WOOL eV•••• I•w• /iii • Phone: (305)262 -2992 MIGUEL E SPINO SA LAND SURVEYING, INC. LAND PLANNERS - SURVEYORS 5511 S.W. 8th Street • Suite 202 Miami, FLORIDA 33134 Fax: (305)262 -2995 A' BUILDING PERMIT AP 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 LICATION ii .____igi ELF767L1 DEC 0 3 2001 B Y. Permit No. t'C) 01' [(AO O Master Permit No. Electrical Plumbing Owner's Name (Fee Simple Titleholder) Owner''s Address c 0254-1\t, IO City Iy a rn J �( W CX State Y1 CG Tenant/Lessee Name Mechanical Roofing Phone # : f a 0 Zip 3_3135 Phone # Job Address (where the work is being done) City FOLIO / PARCEL # Is Building Historically Designated YES NO iami Shores Villa e 0254 Nf-d 101 s-1- County Miami -Dade Contractor's Company Name Contractor's Address Zip )3' Quuwr budds( Phone # City State Qualifier Name State Certificate or Regis tion No. Zip Phone # Architect/Engineer's Name (if applicable) � Yl © (Io Phone # Certificate of Competency No. Value of Work For this Permit $ 3> cco Square/ Linear Footage Of Work: Type of Work: ]dt'o Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: rut 1 se. ,,.+E * * * * * * * * * * * *** * * * * * *** * * * * ** Fees************* * * * * *** * * * * * * * * * * * ** * * * * * * * * * ** Sub Permit Fee $ 8®9-2*. CCF $ CO /CC Notary $ raining/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ �� Structural Review. $ t0 fit' Total Fee Now Due $ %(1 - 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 CONDI ITONERS, 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 The for oing ' trument was acknowledged b fo a me day of�, r0 (J by 1)cUL�` Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced '[ ,R<< who is personally known to me or who has produced As identification and who did take as identification and who did take an oath. NO ARY PUBLIC: 4A. 4ti^�G NOTARY PUBLIC: 4 „II/ I A C NIMINO Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Sign: Print: My Commission Expires: 24% 7 s'hea ans Examiner Engineer Zoning Q'-14 I a Lo / 7 Miami Shores Village Building D epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 q . Q S A l-'1 IizJ O k) , Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT AP FBC 2004 LICATION Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) State Owner's Address City i , fl.;‘ :--;(7);". Tenant/Lessee Name 7(106 M Permit No. cfc) - Paz ster Permit No. BY Electric Mechanical Roofing Phone # Zip Phone # Job Address (where the work. is being done) � ,1 C. 10 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # - 11'f' )K, - �� d y Is Building Historically Designated YES NO 1/' Contractor's Company Name Contractor's Address �( N1 City Ljr Qualifier Name (� State Certificate or Re istr Zip JrILA Phone # ' State on No. Zip � �� r Phone # e �r a Certificate of Competency No. Architect/Engineer's Namme (if app 'cable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Add'tion Describe Work: � a ck\ +., ❑Alteration New ❑ Repair/Replace sag; +R)��ti`�h ❑ Demolition * ** ** * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * **** Submittal Fee $ Permit Fee CCF $ 1 • ao CO /CC Q:20. Notary $ Training/Education Fee $ 04- S . Technology Fee $ S•-1 G Scanning a�co Radon $ DPBR $ Zoning $ road $3:- Structural Review. $ 1 C:=71 Z Code Enforcement $ Double Fee $ Total Fee Now Due $ pt y i 6 cAe See 4iptelitt 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. 1 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 YO U 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 absef such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature EL * A 23g 14077 rA ent S3 -ll� °� The foregoing instrument was acknowle ed before me this fl �` day of R�;1„,� .II� , 20?)-(,,, by p ! ;,,_ � i, e, g--1 F, ,' �, �° = , who is personally known to me or who has produced ,h As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ,,,1111,,, My Commission Expi`°.� a �r'•, SARIMA BATISTA :• MY COMMISSION # DD 4282 * * * * * * * * * * * * ** *** i��, . ::'•:' Bonded Thn1Notary „„�i _write APPLICATION APPROVED BY:. (Revised 02/08/06) 55 i Tr-or - Signature or The foregoing; instrument was acknowledged before me this 1`0 day of rah! -�^ , 2O;' a , by �t ts ,� , y '` ,who is personally knowruto me or whg has produced as id NOTARY PUB Sign: Print: My Commissi .., MY COMMISSION # DD 428255 EXPIRES: May 11, 2009 Baked flm Notary Mb Underwriters /1' gilingar 1 i 4r:MY COMM.f�""n•. __ im`nii RA, Vit88 R 0 1 Mltli, +� '01 Plans Examiner SARIMA ',ARM MY COMO!'" MN if DO 42825r Zo .ftP..lkq�r er STATE OF FLORIDA - DEPARTMENT OF HEA., ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT ONSTRUCTION PERMIT FOR: X ]New System [ ]Existing System [ ]Holding Tank ]Repair [ ]Abandonment [ ]Temporary [ NA ] ''ENTRAX #: 13 -SG -27114 ,ATE PAID: FEE PAID : $ RECEIPT . OSTDSNBR : 05 -3681- -N [ ] Innovative Other PPLICANT: Astralaga, Ivan & Marcela AGENT: 8M890867, Suarez Guillermo ROPERTY STREET ADDRESS: 254 NE 101 St Miami Shores FL 33138 DT: 6 BLOCK: 34 SUBDIVISION: Miami Shores No. 1 [Section /Township /Range /Parcel No.] [OR TAX ID NUMBER] ROPERTY ID #: 11- 3206 -013 -4620 STEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC EPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME ERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, ?QUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS ERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM )MPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. /STEM DESIGN AND SPECIFICATIONS [ 1050 ]Gallons SEPTIC TANK MULTI- CHAMBERED /IN SERIES: [Y ] [ 0 ]Gallons MULTI- CHAMBERED /IN SERIES: [Y ] [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY [ 0 ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS Q [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] [ 500 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM [ 0 ]SQUARE FEET SYSTEM TYPE SYSTEM: [ Y ]STANDARD [ N ]FILLED [ N ]MOUND [ N ] CONFIGURATION: [ Y ]TRENCH [ N ]BED [ N ] LOCATION TO BENCHMARK: CL NE 101 St., 9.85' NGVD. ELEVATION OF PROPOSED SYSTEM SITE [ 2.6 ] [ INCHES ] [ ABOVE] BENCHMARK /REFERENCE POINT BOTTOM OF DRAINFIELD TO BE [ 27.4 ] [ INCHES ] [ BELOW] BENCHMARK /REFERENCE POINT FILL REQUIRED: [ 0.0 ]INCHES EXCAVATION REQUIRED: [ 72.0 ] INCHES 'HER REMARKS: Install 1050 gal. category -3 septic tank equipped with an approved filter. Install 500 sf of drainfield with TRENCH CONFIGURATION. Invert elevation of drainfield to be no less than 8.07' NGVD. Bottom of drainfield elevation to be no less than 7.57' NGVD. Install 42" of slightly limited soil under the bottom of drainfield. 'erimeter of excavation area shall be at least 2 ft. wider and longer than the proposed lbsortion bed or trench. 'he licensed contractor installing the system is responsible for installing the minimum ategory of tank in accordance with sec. 64E- 6.013(3)(f), FAC. ECIFICATIONS BY: Icaza, Carlos TITLE: PROVED BY: Icaza, Carlos ('TITLE: Engineer II Dade TE ISSUED: 3/23/06 EXPIRATION DATE: 9/23/07 4016, 03/97 (Obsoletes previous editions which may not be used) .ock Number: 5744- 001 - 4016 -0) [oetds_cons_4016 -1) CHD Page 1 of 2 �E NOT IN - _ - - - - COMPLIANCE WITH STATUTE, OR RULE AND MUST• BE `CORRECTED.. TANK INSTALLATION - - - - - . SETBACKS - PROPERTY ID .#: ].. [ =• ] . [02] I ] [03] [ l ._• 1041 t I [05] I - l [061. I ] [07] [ l [08] [ 1 [09] TANK SIZE [1] TANK MATERIAL OUTLET DEVICE MULTI CHAMBERED [Y / N ] OUTLET FILTER LEGEND WATERTIGHT LEVEL DEPTH TO` LID DRAINFIELD INSTALLATION [1] {2] -- SOFT DISTRIBUTION BOX HEADEI NUMBER OF DRAINLINES DRAINLINE SEPARATION DRAINLINE SLOPE DEPTH OF COVER ELEVATION [ABOVE/BELO1 .RM SYSTEM. LOCATION DOSING .PUMPS r ' AGGREGATE SIZE AGGREGATE EXCESSIVE FINES AGGREGATE DEPTH FILL ] [22] .123] `...[24] [ ] -[25] [ l< [26] EXPLANATION / EXCAVATION MATERIAL . FILL AMOUNT FILL TEXTURE EXCAVATION DEPTH AREA REPLACED REPLACEMENT MATERIAL OF VIOLATIONS I REMARKS: CONSTRUCTION [APPROVED/DISAPPROVE.. FINAL SYS APPROV SAPPROVED]: [27] SURFACE WATER "t ,FT [28] ' DITCHES FT [29] PRIVATE WELLS FT FT [ ]' fall IRRIGATION WELLS + ' , [ _ }-'°. [32] _` . POTABLE WATER LINES [ >•J [33] •BUILDING. FOUNDATION [34] PROPERTY LINES [35] OTHER f ] [30] PUBLIC WELLS I. [ FILLED J MOUND SY ] [36] DRAINFIE COVER ] [371. SHOURS [38] SLOP S [39] ST ILIZATION ADDITIONAL INFORMATION [ [40] = UNOBSTRUCTED AREA [ ]` -141] STORMWATER RUNOFF [ ] [42] ALARMS [ ]' 143] MAINTENANCE AGREEMENT [ [441 BUILDING AREA [ ] 1451' LOCATION CONFORMS WITH SITE PLAN [ ] [46] FINAL SITE GRADING [ ] 1471: CONTRACTOR [48] OTHER ABANDONMENT [ ] [49] TANK PUMPS , 0 [ ] [50] TANK CRUSHED & FILLED / C CHD DATE .1 FT FT Fr 6770E oo/ L1/ LbUb b'd: 11 i 1bbi 3472 OSTDS STATE OF FLOF"[DA DEPARTMENT OE HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL APPLICANT: Astmalaga, Ivan & Marcelo. AGENT: SM$90867, PAGE 01/01 CENTRAX #:13 -SG- 27114 DATE PAID: FEE PAID : RECEIPT OSTDSNER :05- 3681 -N PROPERTY STREET ADDRESS:254 IS 101 St Miami Shores FL 33138 LOT: 6 BLOCK: 34 SUBDIVISION: Miami Shores No. 1 [Section /Town hip /R PROPERTY ID #: 11- 3206- 013 -4420 [OR TAX ID N i :ER] ge /Parcel No.] CHECKED (X) ITEMS ARE NOT IN COMPLIANCE WITH CHAPTER 64, -., FLORIDA ADMINISTRATIVE CODE. TANK INSTALLATION [01] TANK SIZE [1]1400 [2] [02] TANI< MATERIAL Concrete [03] OUTLET DEVICE [04] MULTI-CHAMBERS [05] LEGEND 23045-20 DC [06I WATERTIGHT [07] LEVEL [08] DEPTH OF LID DRAINFIELD INSTALLATION [09] AREA [1] _512 [2] [10] DISTRIBUTION BOA: /HEADER [11] NUMBER OF DRAIN1,INES [12] DRAINLZN.E SEPAR!,TION [13] DRATNLIN! SLOPE [14] [15] [16] [17] [18] [19] [20] [21] DEPTH OF COVER SYSTEM ELEVAT1O::( SYSTEM LOCATION DOSING PUMPS C AGGREGATE SIZE AGGREGAT SOURC'. ; AGGREGATE WASHE:! AGGREGATE DEPTH 0.0 FILL /EXCAVATION MATERIAL [22] FILL AMOUNT [23] FILL TEXTURE [24] EXCAVATION DEPT_: [25] EXCAVATION AREA [26] REPLACEMENT MATERIAL XPLANATION OF VIOLATIONS: [31] Setback to irrigation droll not met. [40] Unobstructed area, Building area, pending construction [49] Tank not pumped., [50] Tank not crushed and filled. 06/15/06 reinspeeted system. found all items are carrect11d. gave approval. SETBACKS [27] SURFACE WATER [28] DITCHES [29] PRIVATE WELLS [30] PUBLIC WELLS [31] IRRIGATION WELLS [32] POTABLE WATER LINES [33] BUILDING FOUNDATION [34] PROPERTY LINES [35] OTHER FILLED /MOUND SYSTEM ] [36] DRAINFIELD COVER ] [37] SHOULDERS ] [38] SLOPES ] [39] STABILIZATION MATERIAL ADDITIONAL INFORMATION [40] UNOBSTRUCTED AREA [41] STORMWATER RUNOFF [42] ALARMS [43] MAINTENANCE AGREEMENT [44] BUILDING AREA [45] PLUMBING FIXTURES [46] FINAL SITE GRADING [47] CONTRACTOR A- LEAGUE [48] OTHER ABANDONMENT [49] TANK PUMPED 6/15/06 [50] TANK CRUSHED AND FILLED 6/15/06 CONSTRUCTION [ DISAPPROVE) ] Geoffrey, King Dade FINAL SYSTEM [ APPROVED 1 a v ®, Ronld[� us PR 4016, 03/97 (ObsOletcs previous !ditions which may not be ed) * ""►. (Stock Number: 5744- 002 - 4016 -4) (::itdc_cia _ac :e -z� Dade CHD Date: 5/23/06 CHD Date: 6/15/06 Page 2 of 2 STATE OF FLORIDA PERMIT NO. DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM FEE PAID: CONSTRUCTION INSPECTION AND FINAL APPROVAL RECEIPT #: APPLICANT: AGENT: PROPERTY ADDRESS: _ LOT: BLOCK: SUBDIVISION: PROPERTY ID #: CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION SETBACKS [ ] [01] TANK SIZE [1] ' [2] ] [27] SURFACE WATER FT [ ] [02] TANK MATERIAL ] [28] DITCHES FT [ ] [03] OUTLET DEVICE ] [29] PRIVATE WELLS _ FT [ ] [04] MULTI - CHAMBERED [Y / N ] [ ] [30] PUBLIC WELLS FT [ ] [05] OUTLET FILTER [ ] [31] IRRIGATION WELLS FT [ ] [06] LEGEND ) [32] POTABLE WATER LINES FT [ ] [07] WATERTIGHT ] [33] BUILDING FOUNDATION FT [ ] [08] LEVEL ] [34] PROPERTY LINES FT [ ] [09] DEPTH TO LID ] [35] OTHER FT DRAINFIELD INSTALLATION [10] AREA [1] [2] SQFT [11] DISTRIBUTION BOX HEADER [12] NUMBER OF DRAINLINES [13] DRAINLINE SEPARATION [14] DRAINLINE SLOPE [15] DEPTH OF COVER [16] ELEVATION [ABOVE /BELOW] BM [17] SYSTEM LOCATION [18] DOSING PUMPS [19] AGGREGATE SIZE [20] AGGREGATE EXCESSIVE FINES [21] AGGREGATE DEPTH FILL / EXCAVATION MATERIAL [22] FILL AMOUNT [23] FILL TEXTURE [24] EXCAVATION DEPTH [25] AREA REPLACED [26] REPLACEMENT MATERIAL EXPLANATION OF VIOLATIONS / REMARKS: [ 1 [ 1 [ l [ 1 FILLED / MOUND SYSTEM [36] DRAINFIELD COVER [37] SHOULDERS [38] SLOPES [39] STABILIZATION ADDITIONAL INFORMATION [40] UNOBSTRUCTED AREA [41] STORMWATER RUNOFF [42] ALARMS [43] MAINTENANCE AGREEMENT [44] BUILDING AREA [45] LOCATION CONFORMS WITH SITE PLAN [46] FINAL SITE GRADING [47] CONTRACTOR [48] OTHER ABANDONMENT [49] TANK PUMPED � �` ' [50] TANK CRUSHED & FILLED CONSTRUCTION [APPROVED /DISAPPROVED]: FINAL SYSTEM [APPROVED /DISAPPROVED]: DH 4016 (Page 2), 10/97 (Previous Editions May Be Used) Stock Number: 5744- 002 - 4016 -4 CHD DATE: CHD DATE: PT 1: Applicant PT 2: Installer /Contractor PT 3: Building Department PT 4: Health Department Page 2 of 3 PERMIT NUMBER: Permit tracking number assigned by CHD. APPLICANT: Property owners full name. AGENT: Property owner's legally authorized representative. MAILING ADDRESS: P.O. box or street mailing address for applicant or agent. LOT, BLOCK, SUBDIVISION Lot, Block and Subdivision for lot or PROPERTY ID#: 27 character number for property. (property appraiser ID # or GIS location) COUNTY HEALTH DEPARTMENT CHECKS [X] ITEMS NOT IN COMPLIANCE WITH CONSTRUCTION PERMIT AND STATUTE OR RULE. INFORMATION IS COMPLETED BY CHD ON FOLLOWING ITEMS: TANK SIZE (gallons) AS BUILT INSTALLATION SKETCH TANK MATERIAL (concrete, fiberglass, etc) OUTLET FILTER (manufacturer, make, model) LEGEND (manufacturer code) DRAINFIELD AREA (square feet) DISTRIBUTION BOX / HEADER (check box) NUMBER OF DRAINLINES (number installed) SYSTEM ELEVATION (in relation to BM) DOSING PUMPS (number installed) SETBACKS (record actual setbacks in ft) SETBACKS OTHER (as required) STABILIZATION (date stabilized) CONTRACTOR (contractor installing system) ADDITIONAL INFORMATION (as required) ABANDONMENT TANK PUMPED (date) TANK CRUSHED AND FILLED (date) EXPLANATION OF VIOLATIONS: Record item number, explanation of violation, and required CONSTRUCTION APPROVAL: Circle approved or disapproved. CHD signature and date. FINAL APPROVAL: Circle approved or disapproved. CHD signature and date of approval. Final approval shall not be granted until the CHD has confirmed that building construction and lot grading are in substantial compliance with plans and specifications submitted with the permit application. ELEVATION WORKSHEET ELEVATION OF BENCHMARK OR REFERENCE POINT: EXISTING GROUND TOP OF AGGREGATE [ +] SHOT H.I. H.I. H.I. H.I. [ -] SHOT [ -] SHOT [ -] SHOT ELEVATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) I Owner's Address 2 S LI NE (0 1 City M Ehares State FL gekromei NOV 1 9 2007 Permit No. J '1_ aiT Master Permit No m, -401 - k(wo t Phone # 305. 754. 79/S Zip 3 3138" Tenant /Lessee Name r Phone # E -MAIL: acin Iolas °@ by.IISnutI'1 a r' 'Job Address (where the work is being done) -2-54 NE 1.0 St City Miami Shores Village County Miami -Dade Zip 33138 FOLIO /PARCEL# L.(— 320 — ) 3 ` qg 20 Is Building Historically Designated YES NO Contractor's Company Name /,rr� ?,9�� ir4e4exe°Aep ��/2 Phone # Contractor's Address /9 V/ kW i9 77,,o- '1 Al) City t/% /i/4 4 ,9)1 State /.. Qualifier Name X 07/9 /(.7 / e,v,®8 2, State Certificate or Registration No. 6'6.--c ao 2 5 7`e Certificate of Competency No. G --Q®- Z 5.� E -MAIL: 9 )1,5 9q3 Zip 3 3 5' Phone #(1 ✓ 0 J 513 Architect /Engineer's Name (if applicable) Value of Work For this Permit $..1.1c CDC). Type of Work: Describe Work: Pf- .ici`I Phone c1)"� Square / Linear Footage Of Work: E Addition grAlteration ❑New 6 - 6 t . r a 'e coo n ver.c (co n E Sion O f rr t-er a*roorn ❑ Repair /Replace ❑ Demolition : XXY. XXY. XXY.X Y. XY. X% XXKY. Y. XY. XY. Y. Y. XXY. XY. XXY. TCXFees' CY.] CY. XY. Y .Y.XY.Y.Y.KY.Y.%XXXY.%Y.Y.XXXY. Y. Y. Y.XXY. Y. %Y.XY. Y. %' Y.Y.Y.Y. Submittal Fee $ Permit Fee $ 226 Notary $ Scanning $ •OO Radon $ DPBR $ CCF $ I - Training /Education Fee $ ®40 Technology Fee $ Bond $ Code Enforcement $ Structural Review. $ CO /CC Co Sco Zoning $ Double Fee $ Total Fee Now Due $ 2.14 • 4L( 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 properly 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 0 -r; r or Agent Contractor The foregoing instrument was acknowledged before me this The foregoin instrument was acknowledged before me this/ 3— day of 'A. j , 20 D 1, by , day of &pLeal ber , 20 69, by who is personally known to me or who has produced who is grsonally know o me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PU - - Sign:- Print: LIC: My Commission Exp xxxxxxxxxxxxxxxxx r. x *'; x x xx x xx xx xx Sign: Print: / om4'. ion i 1 :. i My Commission Expir 212112009 :x*rxx X is a:xxxxxxrxxxxxxxxxxr. xxxxr. xx x x xx rrr. xr. xx APPLICATION APPROVED BY: (Revised 02/08/06) ekle/el' 9-Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. //�� PERMIT # l-20 PLEASE CIRCLE 0 DISCIPLINE APPLIED FOR: PLUMBING ELECTRICAL MECHANICAL ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TUB SWITCH OUTLETS q SPACE HEATERS DISHWASHER LIGHT OUTLETS 16 CENTRAL HEATING DISPOSAL RECEPTACLES ((1 A/C (WIND) FLOOR DRAIN SERVICE TEMPORARY A/C (CENTRAL) GREASE TRAP SERVICE SIZE IN AMPS DUCT WORK INTERCEPTOR SERVICE REPAIR/METER CHANGE REFRIGERATION LAVATORY APPLIANCE OUTLETS PROCESS AND PRESS PIPING LAUNDRY TRAY RANGE TOP UNDERGROUND TANKS CLOTHES WASHER OVEN ABOVE GROUND TANKS SHOWER WATER HEATER U.F. PRESSURE VESSELS SINK. POT /3 COMP. MOTORS 0 -1 HP STEAM BOILERS SINK, RESIDENCE. MOTORS OVER 1 -3 HP HOT WATER BOILERS SINK, SLOP. MOTORS OVER 3 -5 HP MECHANICAL VENTILATION TEMPORARY WATER CLOSET MOTORS OVER 5 -8 HP TRANSPORTING ASSEMBLIES URINAL MOTORS OVER 8 -10 HP ELEVATORS /ESCALATORS WATER CLOSET MOTORS OVER 10 -25 HP FIRE SPRINKLER SYSTEMS INDIRECT WASTES MOTORS OVER 25 -100 HP COOLING TOWERS WATER SUPPLY TO: H MOTORS OVER 100 HP VIOLATION NC UNIT A/C WINDOW REINSPECTION FIRE SPRINKLER AIR CONDITIONERS HEATER -NEW INST. STRIP HEATER HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL GENERATORS TRANSFORMERS SWIMMING POOL GENERATORS TRANSFORMERS WATER SERVICE SPECIAL PURPOSE. SEWER-CONNECTIONS OUTLETS COMMERCIAL UTILITY -SEWER SIGN TUBES UTILITY -WATER SIGN TRANSFORMERS SEPTIC TANK SIGN TIME CLOCK RELAY FIXTURES FAINFIELD, 4" TILE/RES. ANTENNA PUMP & ABANDON SEPTIC TANK TELEVISION OUTLETS SOAKAGE PIT CU. FT. VIOLATION CATCH BASIN REINSPECTION • DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET . SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING