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BP-04-1159This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Owner Subdivision/Project Construction Type 517 NE 91ST Miami Shores FL 33138 - Location imp 4 �-jci Residential Construction BELKIS & DANNY VARONA ADDITION 920 SQ FT Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305 -795 -2204 Fax: 305- 756 -8972 Building Inspection Department <NONE> Not Transferable POST IN A CONSPICUOUS PLACE Bldg. Permit No. Contractor Date Issued Occupancy Building Officials Approval Norman Bruhn, CBO BP2004 -1159 HOME OWNER 12/02/2010 Single Family o Scheduled Inspection Date: December 02, 2010 Inspector: Bruhn, Norman Owner: VARONA, BELKIS & DANNY Job Address: 517 NE 91 Street Project: <NONE> December 01, 2010 Miami Shores, FL 33138- Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 153870 Permit Number: BP2004 -1159 Permit Type: Imported Permit Inspection Type: Final Work Classification: Addition Phone Number Parcel Number 1132060141220 ADDITION TRUSSES 3/13/2006 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments For Inspections please call: (305)762 -4949 Page 18 of 22 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/26/2005 Applicant: BELKIS Owner: VARONA JOB ADDRESS: 517 Contractor Local Phone: Parcel # 1132060141220 Signed: NE 91 (INSPECTOR) Building Permit Permit Number: BP2004 -1159 VARONA BELKIS ST Contractor's Address: Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 9 & 10 Page 1 of 2 BLK 58 LOT SIZE 100.000 X Fees: FEE2004 -9940 FEE2004 -9941 FEE2005 -3244 FEE2005 -10181 FEE2005 -10182 FEE2005 -10183 FEE2005 -10184 FEE2005 -10185 FEE2005 -10186 FEE2005 -10187 FEE2005 -10188 FEE2005 -10189 Description Structural Fee Structural Fee Structural Fee Building Fee CCF CO /CC Training and Education Fee Technology Fee Scanning Fee Radon Builders Bond Submittal Fee Total Fees: Amount $50.00 $50.00 $50.00 $1,560.00 $31.20 $50.00 $10.40 $39.00 $42.00 $7.38 $300.00 ($250.00) $1,939.98 Total Feed41,939.98 Total Receipts: $0.00 ��. 2 8 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Permit Status: APPROVED Permit Expiration: 1/31/2006 Construction Value: $52,000.00 Work: ADDITION Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 4:4-z PI-1 siI4-Lt6 BUILDING PERMIT APPLICATIO FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 5.2204 Fax: (305) 756.8972 CEOVED R 1 13 2008 Permit Type (circle • Building El 'cal Plumbing Owner's Name (Fee Simple _. der) 0 V M Y1 0 N A Phone # Owner's Address .S 17 0 ' -- 9 t S t . Cit M) f- i S (P F 3 State L. Zip 33 13 v Tenant/Lessee Name - Phone # Permit No. B R4 - f 15c Master Permit No. Mechanical Rooflat 5 3'3 6 017 7 QV—L- -5 76 2 G 30 Job Address (where the work is being done) City Miami Shores Village County . Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 0 Vl) `'t 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 $ y f 500 Type of Work: [A ddition DAlteration Describe Work: I cm s ES ** * * * * * * ** * * * * * ** ***** Ink ** **** ********* es *9i9rie9r9e4e3r*. F**** Y*3e*4r*4rsk4n+ Y4c &nt*3e9e*st4e9ss@*****9e** Submittal Fee $ Permit Fee / Notary $ Training/Education Fee $ Scanning $ q- W Radon $ DPBR $ Bond $ Code Enforcement $ Structural Review. ['New E Repair/Replace CCF $ Demolition CO /CC Technology Fee -$ Zoning $ Double Fee $ rv� Total Fee Now Due $ 44 . W See Reverse side . _3 • Square / Linear Footage Of Work: 7 L t' 4 2 � ' 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 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 gpprov5d and a reinspection fee will be charged. Signature ` % Signature Own or Agent Contractor The foregoing instrument was acknowledged before me this ' 3 The foregoing instrument was acknowledged before me this day of HO "u , rlO by l 1'� ►'l V(Dr -rG day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced , a As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Print: i l lilt: My Co (Revised 02/08/06) NOT ` +' '11C- d 1:51g71; - `.. sires: ,' • Eon ' ,ni Atlantic bonding • .. 1 n Expires: NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * ** Ir**lk,r*** ** **** qtr** **** **, r*& ****** **** *** * * * * *** * * * ** * * *ir *girt *** ** qtr *** * *,r*** **** *** * ** * ******* *qtr APPLICATION APPROVED BY: _. l A Plans Examiner v.. d Engineer Zoning Issue Date: 7/26/2005 Owner's Name: BELKIS VARONA Permit Type: Imported Permit Work Classification: Addition Job Address: 517 91 Street NE Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: ADDITION TRUSSES 3/13/2006 Additional Information Perm Type: Building Alpha Four: ADDITION Alpha Six: SINGLE FAM Pay Amount: 1939.98 Bond Retum : Alpha Two: ADDITION Alpha Five: Residential Pay Date: 7/28/2005 Pay Comments: PD CK 980 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. Miami Shores Village, FL 33138- Expires: 08/31/2006 OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Building Permit Application Fee Scanning Fee Total: Amount $35.00 $9.00 $44.00 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Invoice Number imp -3-06 -24133 Total: KAR 1 6 PAID Parcel #: Block: Section: c. IC - 1005 Permit Status: APPROVED Permit Number: BP2004 -1159 Phone: Total Square Feet: 0 Total Valuation: $ 52,000.00 Required Inspections NEW CONSTRUCTION Footing Amt Due $44.00 1132060141220 Lot: PB: Amt Paid Amt -CO NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. BUILD PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) DIWO 4 ARS:WA Phone # Owner's Address 5/ ALE. 91 5 -1 s126E1 City M tA M( 5 L /OaES State . Tenant/Lessee Name Job Address (where the work is being done) 677 /U & . 9 / S Sin EE. f City Miami Shores Village County Miami -Dade Zip '313B Is Building Historically Designated YES NO ) Contractor's Company Name OW OE& U Contractor's Address City Qualifier Architect/Engineer's Name (if applicable) M IR (( A. C A M P g ELL Phone # 3 05 7 5 1 Z 3/8 6.' ) $ Value of Work For this Permit Type of Work: [dition ['Alteration ['New ❑ . Repair/Replace ❑ Demolition Describe Work: A ONE 12.00 /4 40 0 r yr oti) (-071 SA -4 g c) Q 41 J two sk97 40 oACS /0 Z. Ek C,sf,,.'ri BEG/nod/WS. AA.) Fuf OT- - Feet t'c3 EKc.(s41.00 F4t 1 L OMo 643LEc( R.oP" IC) fEpinci 7[4 floor o't.. ,.EcGS1i..) Ail..AcsE. Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 *. ** *** * * *** * **** F ees ***** * * * ** ***** * * * * * * * * *** ** ** Permit No. 1 Master Permit No. P O Li- / 76,Z- 6 Electrical Plumbing Mechanical Roofing Zip 33138 Phone # Phone # State Zip Square Footage Of Work: 33G 677 Qc_tn) Submittal Fee $ gtO ° Permit Fee $ 11 �l0 D CCF $ 3 l • Zd CO /CC TO Notary $ "' Training/Education Fee $ / 0. Technology Fee $ 3 ' fi V Scanning $ . Li 2 te- Radon $ -7i 38 Zoning Bond $ 0 Itl Code Enforcement $ Structural Plan Review. $ 5Q 5 — x' 50 41 ioi ae Cit Bonding Company's Name (if applicable) Bonding Company's Address City State Zip • Mortgage Lender's Name (if applicable) Mortgage Lender's Address 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 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. Z* 70vvretr- Signature 2/ Signature gent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by , day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did- 'take ux nth. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: 1 11„ ;�q: ' Irene Aruc : i MY DD'45664 e EXPIRE § Sign: Print. P�.1\� ,�.,/� � ' = October 1, 2006 Print: .� `�"'r;i�'�' 80NDEDTHRUtROrcalurucu�CE INC My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * *** * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 l' 45/05 - 5/rLe-r Plans Examiner Engineer Zoning Danny Varona 517 N.E. 91 Street December 10, 2010 Norman Bruhn Building Official Director Miami Shores Village 10050 N. E. Second Avenue Miami Shores, Fl 33138 Dear Norman: Thank you for working with me in finalizing my construction. I do appreciate the `push" to help me in getting this project done. Where I thought I could not find the means to finish, you where able to motive me into finding the resources to get all the work done. Ultimately you were more than fair in your actions; I appreciate your means of motivation. I have more to do in this home, although I do need a break, I look forward to continue working with you. Thank you again for taking the time to work with me. Sincerely, Danny Varona IggIEVF 2010 T MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request DatelD IZI 105 Type Insp'n S F02 1110 J Permit No. 3PO4 - 1 1Sc1 Name-64- l S VA fz.O 3A A Address I - 7 NJ q 1 ST Company d V- Phone # `305 ) 33 r ° - b7 -17 Inspection Date 10 i' 1 06 Approved Correction Re- Insp'n Fee 445c1 OCT 2 8 2005 r /0„2,01„ ` 5 it &PC 434-, Sp" 4)2.'4_ ‹(C 4151b NOV 0 3 2005 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 1113 br Type Insp'n Permit No. V � / VA- rea AAA 517 A)EiltsT Name Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee Sir Su le„ )4.X .l /L L �` ivy 6' PERMIT # $Rt - 115q CONTRACTOR: COO NCR- SUBMITTAL DATE: 7 12.00 PROJECT TYPE: ADD ioNJ ZONING FIRE STRUCTURAL ELECTRIC PP CT FEES cP -"7 CV/ /7 PeC. i ' HRS /DERM 9 - / I \ NOC ,/ vir MECHANICAL . 0 it' 4 6 ( 1 1 V S 7 BLDG Miami -Dade Counry, 2, Flo 3 REAL ESTATE PROPERTY TAXES NOTICE OF AD VALOREM TAXES AND NON -AD VALOREM ASSESSMENTS School Board School Board Debt Service Florida Inland Navigation Dist uth Florida Water Mgmt District - --- Everglades Construction Project Childrens Trust Authority County Wide Operating County Wide Debt Service Fire Rescue Operating Fire Rescue Debt Service Miami Shores Operating Miami Shores Debt Service FOLIO NUMBER' ' MUNICIPALITY 1 1- 3206 -014 -1220 MIAMI SHORES - •z��eb �; s�� , \?:a..�r�•b•�ass�,.:w:��z..�. •�.�.ro- =x� •.svic.:,:r�s..ra�� �zx^kc� ,r- rr.: -.,za_ _av AMOUNT IF PAID IN; 3 J:yntk =.a P P•;i} NOVEMBER 3,025.25 DECEMBER 3 056.76 D;.VALOREM TAXES NON -AD= VALOREM.ASSESSMENTS RATE "w` �. FOOTAGE /UNITS JANUARY 3,088.27 FEBRUARY 3,119.79 ds:: :.l MILL CODE ASSESSED VALUE 139,528 MILLAGE RATE PER ` $1,000 OF TAXABLE VALUE TAXES LEVIED 8.41800 114,528 0.68200 114,528 0.03850 114,528 0.59700 114,528 0.10000 114,528 0.50000 114,528 5.96900 114,528 0.28500 114,528 2.58200 114,528 0.07900 114,528 7.75000 114,528 0.51510 114,528 3,151.30 964.10 78.11 4.41 68.37-.. - - 11.45 57.26 683.62 32.64 295.71 9.05 887.59 58.99 APRIL (Delinquent) 3,249.34 Se:e.R S'1PE;F..�I.f1 1►J OR:E'�NFOBJVIA' . IOl1. 4, RETAIN FOR YOUR RECORDS T NOTICE OF COMMENCF.MENT A RECORDED COPY MUST BE POS1tU ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO —I L S TAX FOLIO NO. L I ?2Oc ILI 1 2.2cJ STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Fonda l Statutes, the following information is provided in this Notice of Commencement. Amo t of bond $ 6. Lend s name and address: 1 ./17 - NESS my hand and 1111311111111111111111111111111 CF t4 .13C)5R073853ee OR Bk 23619 Pa 0506; (1AS ) RECORDED 07/28/2005 12:51:15 HARVEY RU11TH, CLERK OF COURT MIAMI -DADE COUNTYp FLORIDA LAST PAGE 1. Legal description of property and street/address: L 31-3 q d !O bLobk 58 gthmt 54b41.5 Sectto# No. Z ScwDi■St CPlAtE3ook lc ?A9z Ai) 51'7 N.E. 9‘51• M1Awtt St{Os t tl 3313% •2. Description of improvement: Off- to "Otto. ) to 5 an t 3A11440dM Et-V9t twJ lutes. $A Ramtt 5 . 3. Owner(s) name and address: OfW 100 54.L -K1s 1/ A2o.1 A 5 (' h�. £ • ti bt 1 A li St- 14:4445 rt. a31•38 interest in property: (45£L9 o W1•tvt `01 A..k( 3E.L14t 5 VP lA Name and address of fee simple titleholder. Dpoita Apcft $G.LV.. t S VA t^0# .5 t'1 . -N. q ts'f 5 tM (k 0.4( S KO4S iC,. 33133 4. Contractor's name and address: OWNS ! •v‘Cd Eft. ID uK vAirt o�JPN 5'1r N• E. .11 si 5firCZtT MIAuti 5t4c •r 1L 33 )5 01=FLO IBA C.�I!N' OFC;DE 5. Surety: (Payment bond required by owner from ('� ap (r Fe't LT'p -Err,y) i r I ; f5.y1'� - - -, r ■ me and address: r .s G �3 n, 7. Persons withi the state of Florida designated by Owner upon who not es or other documents may served as provided by Sectio 13.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owne in Section 713.13(1)(b), Florida Stat -s. Name and address: 9. Expiration date of this Notice of Commence 1 Sigr4a tun: of ner Print Owner's Name Sworn to and subscribe Notary Public Print Notary's Na IVIv commission esignates the following person(s) to receive a copy of the Lienor's Notice as provided Thnn Thnne,A VOrOnCi e me this .. nciav xoirec: 13,207 nt: (the expiration date is 1 year from the date of recording unless a differ da L is specified) ices: Jul 9 . . Qa; Bond r+t Atlantic Rond ing Co.. Inc. Prepared by DAzku G.. VtieLON111 Address: T a {t J• E. Std• $.4 u .%( S L(O'tE FL 33133 Permit Type (circle): Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING 7E E' 7.7.7M, Permit No. (J `I PERMIT APPLICATION1 AUG 11 2(t1 Ijy Master Permit No. FBC 2004 BY Electrical Owner's Name (Fee Simple Titleholder) DIA'a/yl� 14GjJ Vi%1 d�,t� Phone # 7 Owner's Address S7 -7 (ST S--7- City V . S , State Zip 3 1 3 S Tenant/Lessee Name Phone # Job Address (where the work is being done) 5 ('1 ( V . r City Miami Shores Village County Miami -Dade Zip 3 .. 71.'5q) FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name a_ it- 6 iJl Contractor's Address State Certificate or Registration No. Certificate of Competency No. gineer's Name (if applicable) Value of Work For this Permit $ Type of Work: []Addition Describe: Work: Ccro Alteration Submittal Fee $ Permit Fee $ Z.44,13 Bond $ Code Enforcement $ Structural Review. $ 50.tra f s`b+OD =. joo, Ob vvisU— 811 o � ioio 5106 Plumbing Mechanical Roofing Double Fee $ Phone# ) s - 1 `3C OY ?7 City State Zip Qualifier Name Phone # AWL. P 3 _ Phone # 5c) c Z t - V3 t Square / Linear Footage Of Work: 27 (f, elt2 New ❑ Repair/Replace ❑ Demolition * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * ** Fees****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** * * ** 1 5) CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ 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 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 /"J" / 4A.)* VA Sign: Print-. My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08106) t— ,r � K.C1 Di j 04 4, Ow or Agent g � Contractor The foregoin : instrument was acknowledged before me this day of / 20 (Yo, by 9anny UdY04 who identification and who did take an oath. NOTARY PUBLIC: Signature 4, The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: * * * * * * * * * * * * * * ** REPLACE EXISTING WINDOWS AND DOORS (RETRO FIT WITH IMPACT RESISTANT GLASS) APR 2 7 2001 Passed Inspector Comments Windows and doors installed are not impact resistance. Approved Plans call for impact resistant. Windows and doors will be required to be protected by an approved hurricane shutter system. A separate permit will be required for the installation of the shutters. 4/26/07 CG. V ,1 � Failed , Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until sOM �tORl4�,/ Inspection Date: 04/26/2007 Inspector. Grande, Claudio Owner: ABREU, GLADYS YAMIR Job Address: 366 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: Building Department Comments Thursday, April 26, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 lnsp Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132060135560 Lot: Page 1 of 2 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofmg Owner's Name (Fee Simple Titleholder) D A 't btLKis VA rtokl A Phone # 3O5 33 6 6 71 Owner's Address 5 1\1•"4. ci 1 5i S r LE.Tt City {A 1 NtA i SW''t£S State - C1.gvt 64 Zip - x,313$ Tenant/Lessee Name Job Address (where the work is being done) .5 l`7 l• E q t si S YtEE1 City Miami Shores Village County Miami -Dade Zip 331 3 Is Building Historically Designated YES NO )X Contractor's Company Name Ec.'t•C. ELSEetear.4t. Si:.rtutct 1 &lc. Contractor's Address q ( 1 C.`? PtZESS City P1. L Pk "t 1 State . LO'2.► c1 q Qualifier OOSf` A 4.4 OSO State Certificate or Registration No. ""ik `30/2998 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 44.53G °`) Type of Work: Describe Work. Total Fee Now Due $ (Continued on opposite side) Addition DAlteration c rk.:cAL- es YY i -4 Miami Shores Village yE OCT 0 4 2006 ©Yg Buildi n g De p artment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y : - tr(C/ Tel: (305) 795.2204 Fax: (305) 756.8972 DNew Phone # Permit No. t. Master Permit No. V ZOUL1 1 l59 Phone # 78F, 3oa 1175 Zip 3501$ — 817.6 Certificate of Competency No. 046'1900/a? Square Footage Of Work: 2 7 3 ❑ Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 3,1" o® CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City .. State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constriction 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 co mmencement 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 appro ed and a reinspection fee will be charged. . . Signature or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * APPLICATION APPROVED BY: Cho 05/13/03 The foregoing day of; who is personally known to me or who has produced (- 16r?-/ a . ' entification and who did take an oath. NOTARY PUBL Sign: rg Print: - 1r My Commission es: Contractor ent was acknowledged before me this 20:2CD by J05 C' cP d'' -5 ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** •�G Plan" s Examiner Engineer Zoning ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TUB SWITCH OUTLETS I SPACE HEATERS DISHWASHER LIGHT OUTLETS CENTRAL HEATING DISPOSAL RECEPTACLES NC (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: MOTORS OVER 100 HP VIOLATION NC UNIT NC 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 • 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. PLEASE CIRCLE 0 DISCIPLINE APPLIED FOR: PLUMBING ELECTRICAL PERMIT # MECHANICAL EVALUATION ENTITY Gary Pfuehler, P. E. 5665 Green Oak Court Fairfield, OH 45014 MANUFACTURER Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 Evaluation Report # W9- 09- PAN -F143 513.770.4800 Statement of Compliance: The Clopay Building Products Company sectional doors as described on the drawings listed below meet the design and test pressures shown. Based on the testing and rational analysis detailed below, this product is evaluated to be in compliance with the following provisions of the Florida Building Code: Outside the HVHZ: Wind Loads (tested in compliance with FBC 1714.5.3.1, ref. ANSI/DASMA 108 or TAS 202) Inside the HVHZ: Wind Loads for HVHZ (tested in compliance with FBC 1714.5.3.1, ref. TAS 202), 1625 Cyclic Tests for HVHZ (ref. TAS 203), 1626 Impact Tests for HVHZ (ref TAS 201) Description of Product: Steel Pan (min. 24 ga.) Single -Car (up to 9'0" wide) WINDCODE W9 Garage Door Design Pressures: +57/ -67 Test Pressures: +85.5/ -100.5 Specific Models and Technical Documentation: Model Test Report Drawing No. Comments 93W9, 84AW9, 94W9, 98W9, H93W9, H94W9 4FW9, 4RSTW9, H4STW9 Installation reauirentents: Installation must be in accordance with manufacturer's installation instructions. Limitations and conditions of use: Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in accordance with current building codes for the loads listed on the drawing referenced above. Certification of Independence of Evaluation Entity: I hereby certify that (1) I have no financial interest in Clopay Building Products Company; (2) I am an independent licensed Professional Engineer in the State of Florida; and (3) comply with the criteria of independence as stated in 9B- 72.110 F.A.C. ® j Signature: Date: 48W9 ATL- 1217.01-96 ATL- 1217.01-96 ATL- 1217.01-96 101706 -Rev09 102161 -Rev04 102069 -Rev02 Gary Pfuehler, Florida P. E. No. 49850 ai Product Evaluation Report for Florida DCA Low head mom track approved per HETI -03 -1340. Low head room track approved per HETI-03 -1340. Low head room track approved per HETI -03 -1340. FLOL O A PRODUCT APPROVAL 5334.13 qntx,, GAY nry e De- FILE: W9-09- PAN- F143 -REv00 W Model Numbers Clo a Dealer ( P`Y ) Model Numbers CIo Retail (Clopay Retail) Drawing Number (Clopay) Door Width ( Max) ) t -ln Door Height (Max) ( ) t -In Design Load Positive PSF (PSF) ) Design Load Ne ative PSF) g (PSF) Double End Stiles? Horizontal Reinforcement Florida Approval Seq. No. 4400, 4401, 4310, 4300, 4301, H300, H301, H310, W8 H400, H401 HDG, HDGL 101703 9-0 12-0 48 60 N 3" U -Bar 2 -2 -2 -2 5684.4 4400, 4401, 4310, 4300, 4301, H300, H301, H310, W8 H400 H401 HDG HDGL 101488 16 -2 12-0 46.6 52 Y 6" C- Channel 1 -1 -1 -1 5684.10 4400, 4401, 4310, 4300, 4301, H300, H301, H310, W8 H400 H401 HDG HDGL 103028 18 -2 12-0 48 50 Y 6" C- Channel & 3" U-Bar 5684.12 W8 73, 94 H73, H94 75, 84A 101296 9-0 12-0 46 50 Z Z } 3" U -Bar 2 -2 -2 -2 5684.5 W8 94, H94 MA 103287 9-0 12-0 54 62 3" U -Bar 2 -2 -2 -2 5684.6 W8 94, H94 84A 101300 16-2 12-0 46.6 52 6" C- Channel 1 -1 -1 -1 5684.11 W7 W Model Numbers (Clopay Dealer) 73, 94 H73, H94 94, H94 73, 94 H73, H94 94 H94 94 H94 Model Numbers (Clopay Retail) 75, 84A MA 75 84A 84A 84A Drawing Number (Clopay) 101702 101702 101309 101309 102621 Door Width (Max) Ft -In 9-0 9-0 16 -2 16 -2 18 -2 Door Height Design Load Design Load (Max) Ft -In Positive (PSF) Negative (PSF) 12-0 12-0 12-0 12-0 12-0 42 42 42 42 42 48 48 Double End Stiles? N N Y Y Y Horizontal Reinforcement 2 -1/4" U -Bar 2 -2 -1 -2 2 -1/4" U -Bar 2 -2 -1 -2 6" C- Channel & 3" U -Bar Florida Approval Seq. No. 5684.1 5684.1 5684.2 5684.2 5684.3 W8 W Model Numbers (Clopay Dealer) Model Numbers (Clopay Retail) Drawing Number (Clopay) Door Width Door Height Design Load Design Load (Max) Ft -In (Max) Ft -In Positive (PSF) Negative (PSF) Double Florida End Horizontal Reinforcement Approval Stiles? Seq. No. W9 94, H94 84A 101706 9 -0 File: WINDCODE(R) List - ResiComm Clopay Released Models Rev - 2006 -03 -01 [Residential List] Residential List 12-0 57 67 Y 4" C- Channel (1- 1 -1 -1) Page 4 of 7 5684.13 DOER WIDTH NUMBER DOOR HEIGHT OF UP TE 6' — O' SECTIONS'" 8'0" TO 70" 4 ' 7'8" TO 8'9" 5 9'0' TO 10'8' 8 10'9' TO 12'0' 7 DOER WIDTH 5 INTERN. STILES UP TE 6' — O' 1 6' 8' TE 7' IQ' 2 8' 0' TO 9' 0' 3 MODELS 844, 93. 94. 98. H93, H94 END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG - - LOC SYSTEM (TOP, BOTTOM. & CENTER) INTERMEDIATE STILE ARE ATTACHED WITH TOG -L -LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) SEE STILE TABLE FOR OTY. TRACK CONFIGURATION STD HEIGHT tiorp.S 84A. 93. 94. 9B DOORS UP TO 80" H11TH x 8 0 LOCATION OF OPTIONAL VENTS. A (MAX SIZE; 80 SO. INCHES) MAX. DOOR WIDTH = 9' -O" INSIDE Fl NATION (2) 1/4'0/4' SELF TAPPING SCREWS 14 ()A. END HINGE 18 GA. 1N(TFRMEDIATF HINGE VIEW A" y1EW "R' 76' (7'8' & 8'0" H DOORS ONLY) 2" GALV. STEEL TRACK, TRACK THICKNESS: .083 TYP. 2- 1/2 CA. CALY. STEEL TRACK BRACKETS. DISTANCE BETWEEN BRACKETS NOT TO EXCEED 14' O.C. (6 TOTAL BRITS PER SIDE FOR DOORS UP TO 70' HIGH). (7 TOTAL BRITS PER SIDE FOR DOORS LIP TO 8'0" HIGH). EACH TRACK BRACKET ATTACHED TO DOOR JAMB WITH (1) 5/18' X 1 -5/8' LAO SCREW 10' TRACK ATTACHE TO EACH BRACKET WITH ONE 1/4 x5/8 BOLT & NUT. 3 -1/2' OR TWO 1/4' RIVETS. 24' 4) #14x5/8' SHEET METAL SCEWS HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) DOOR COUNTERBALANCE SYSTEM 13 GA. CALM. STEEL FLAG BRACKET. LOCK POSITION (BOTH ODES) TWO PONT LOCKING HAS BEEN t51 LT./ PER REQUIREMENTS OF SEQTION 12.1 OF TAS 202. LOCKS HAVE 5/8' MR ENGAGEMENT. DOI(R TESTED FOR FORCED ENTRY WITH BOTH OUTSIDE KEYED LOCK AND INSIDE SLIDE BOLT LOCK OPTIONS (SEE LAYOUT OF EACH LOCK FOR DETAILS). LHR TOP BRACKET DOUBLE HORIZONTAL TRACK UV TOP ERACI(Er I/4'4/4' SELF WOW SCRIM DLTURLE TRACK LOW HEADROOM OPTION END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP. BOTTOM. & CENTER) INTERMEDIATE T ACHED�WI STILE (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) ,-5RLE TABLE FOR QTY. Y - �� ■E l �, hI � I � I L F ) HI NT , E■y. Xr1F1 ∎A- A h dIl d h 1.. i�id1 j4 .E .,•, 1,A P. •1,m,� ,I ICI ITO N ICI i -k�iR 0 WIIMIIMMINallt irw v�w IhIn 1=11 �l ' •' . . r f , P LOCATION OF OPTIONAL VENTS.A (MAX SIZE: 60 SQ. INCHES) MAX. DOOR WIDTH = 9' -0' INSIDE Fl FVATION TABLE 1 • SEXTON ART EITHER TO' CR 21' Wa8 TRACK EXTENDED HEGHT_MODFL 493 H9 X98 Z AL �. SUPP(HA'T DOORS 8'3" UP TO 12'0" HIGH LER (TO S T) r 075 8" x THICK 2 - 3/8 GALV. ' STEEL ANGLE. CONTINUOUS +� 1 - 5/ TRACK CONFIGURATION 2' M1N. GALV. STEEL TRACK, MIN. TRACK THICKNESS: ‚OW CENTER HANG REQUIRED ON DOORS OVER 8' HIGH DOOR HEIGHT TRACK ATTACHED TO EACH TRACK CUP WITH z r — ONE 1/4 "x5/8" BOLT AND NUT PER TRACK CLIP. 12' -14' o i PP. 1� TYP. 2 - 1/2 GA. STEEL GALV. STE TRACK CUP 1 12 " -14" ' L 3 -1/2' INTER. STILE OUTSIDE KEYED HANDLE SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. END STILE 2' STEEL LONG STEM ROLLER. THE 2z6 VERTICAL WOOD JAMBS ARE TO BE GRADE 2 OR BETTER YELLOW PINE,. NO LOAD IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE HIS 000 MEETS THE REQUIREMENTS OF THE IL LARGE MISSILE IMPACT AND CYCLIC TESTING. 'THIS DOOR MEETS OR 'EXCEEDS THE DESIGN LOADS FOR THE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BLDG. CODE OR IBC ASCE7) FOR THE FOLLOWING ONDITIO S: 1) ENCLOSED BUILDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, ROOF AND 5) 50% 1.0. AFETY) FACTOR. WIND SPEED (MPH) YJ 150 EXPOSURE LEVEL B or C MEAN ROOF HEIGHT 30' OUTSIDE KEYED LOCK LOCK RANTLOC ING TO 14 ENDSTILLES W 4 #14x5 8" SHEET METAL AND (2) 1/4'x3 4" SELF TAPPING SCREWS. (MEW "Al INSIDE HANDLE OUTSIDE KEYED I OCK SNAP LATCH LOCK OPTION LOCK POSITION (BOTH SIDES) TWO PONT LOCKING HAS BEEN IAST I PER REQUIREMENTS OF 24 GA. MIN. 0 - (OR SECTION 12.1 OF TAS EQUIVALENT) STEEL WITH BAKED —ON 202. LOCKS HAVE 5/8' POLYESTER PAINTED TOP COAT E� OEM T. APPLIED TO BOTH SIDES OF STEEL DOOR FORCED ENTRY WITH YIELD STRENGTH 31.3 KSI (MIN). BOTH OUTSIDE KEYED NOTE: SUPPORTING STRUCTURAL LOCK AND INSIDE SLIDE ELEMENTS SHALL BE DESIGNED BY A BOLT LOCK OPTIONS REGISTERED PROFESSIONAL ENGINEER (SEE LAYOUT OF EACH FOR WINO LOADS SHOWN ON THIS LOCK FOR DETAILS). DRAWING. OPTIONAL STOP MOULDING BY DOOR INSTALLER (TO SUIT) 16 GA MIN. GALV. STEEL END STILE 18 GA. GALV. STEEL DOUBLE END STILE 1B GA. MIN. GAIN. INTER. STILE SLIDE LOCK INTO VERTICAL. TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE ROLT LOCK OP N 18 GA. GAM STEEL CENTER HINGE FASTENED TO INSIDE SKIN W/(4) #1455/8' SHEET METAL SCREWS. (VIEW "B") 7/16' PUSHNUT INSTALLED ON ROLLER SHAFT FOR UNRESTRICTED DOOR OPERATION ENG STILE LOCK BAR GUIDE INSTALLER MODEL 84 H94 06 RETAIL MODEL 84A DESCRIPTIEN WOODGRAIN N R RAISIO PANE PAINTED STILE TEXTURE. FLUSH. PAINTED STILES (24 GA.) Clopay Building Products Company CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET SUITE 1800 CINCINNATI. OHIO 45202 (513) 381 — 480(1 8 2000 8/2007' 11 00X 12/2003 2/2008' DELETE MODELS 83/83 MOWTY .L� ATTACK ADD LIAR OPTION ADD 31 J K9 MIN, SKIN SPEC ' ADD EXTENDED 1ST 1OOE1.9 CORRECTED COT HOW NOTE (8'3"' WAS 8'e"), CAT ADDED CENTER LOCK LOIOtlS. ADD RU MODEL UPDATE CODE REF. e D 7/2006' 2' THICK LOCK BAR', ENGAGES N SECTION 4-4 TRACK ON EACH SIDE OF DOOR. } 12 GA. GALV. STEEL TOP BOLT ROLLER BRACKET. EACH ENGAGES BRACKET ATTACHED METAL SCREWS. PLOT i =42 pp1D 11/18/98 MOM En SHIP LAP JOINTS. 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO END STILES STILES W /(4) #14z5/8" SHEET METAL SCREWS & (4) 1/4" SELF TAPPING SCREWS. 4' TALL X 2 -1/2" WIDE X 18 GA. C- CHANNEL. ONE PER SECTION ATTACHED TO DOOR AT END AND CENTER STILE LOCATIONS WITH ONE 1/4" X 3/4" SELF TAPPING SCREW PER STILE. 1 -1/4" WIDE MIN. z 16 GA. GALV. STRAP. (ELEVATION) E EACH (SEE ATTACHED WITH (3) 1/4" X 3/4' SELF TAPPING SCREWS (TWO SCREWS TO DOOR. ONE TO C— CHANNEL). 13 GA GALY. STEEL BOTTOM BRACKET. ATTACHED W /(2) #144/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. VERTICAL JAMB ATTACHMFNTT (0 -90 BLOCK OR 2 000 MIN. CONCRFTF_CQI UAIN): 3/B'z4" SLEEVE ANCHOR BOLTS ON 16' CENTERS (C -90 BLOCK OR 2.000 PS CONCRETE) OR 1/4'x4' TAPCON SCREWS ON 14' CENTERS (2,000 PSI CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, 1' O.D. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. VERTCAI JAMB ATTACI)AAENT (WOOD FRAME RUT DINGS): 1/2'x3' LAG SCREWS ON 14" CENTERS. 1 0.D. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAF. DESIGN ENGINEER MARK W. WESTERFIELD FLORIDA REGISTRATION No. 48495 MECHANICAL ENGINEERING DESIGN LOADS: +57.0 PSF & - 67.0 PSF. TEST LOADS: +85.5 PSF & -100.5 PSF. ainr W DAMS 9 ancR2 ) OR MODELS: 84A, 93 98. 94; 9W; +57/ -67 DESIGN B Nov. r MX& S X 12 2.21010922 101706 VISP FPA FLORID PBQDU ©T PPROVAL 9S 5- RECEIPT PERMIT #: 0'1- I DATE: S' 2 S -d C I, I/Vl L e /Pa . P Q ❑ Contractor ❑ Owner Architect Picked up 2 sets of plans and (other) Address: C('7 r Sr 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 Buildin Acknowledged by PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 ntinue : process. SUPERIOR TRUSS SYSTEMS, INC. 8500 NW 58 STREET MIAMI FL 33166 Project: "ADDITION" Model: 'VARONA Res." Block No: Lot No: Contact Site Name: Phone: Fax: Date Truss Date Truss 0001 03-02 -2008 H11 0005 03-02 -2006 HJ5 0009 03-02 -2006 J3 0013 • 03-02 -2006 J7A 0017 03-02 -2006 T1 0021 03-02 -2006 V8 15q Office 0002 03-02 -2006 H5 0006 03-02 -2006 HJ7A 0010 03-02-2006 J3A 0014 03-02-2006 SV14 0018 03-02-2006 T2 • • ••• • • • ••• •• • • • • • •• •• • • • • • "DANNY VARONA" • • •• • • ••• • • • • ••• 'ADDITION TO VARONA Job No: 13222 RESIDENCE' • Payer • • • •1 of $ • • • • •• • • • • gate?. • ; • • 3/2/2Q0E; : • • • • • • • • • • • • • • • • • . t3ro�ect • • • • • • 13222 • • • Deliver To: Account No: 517 N.E. STREET MIAMI SHORES, FL. gem*: • . i• • • Salasreaa• • • • • • • Deliver To Address3 • • • • • • • • Mote Ncr: • • • • • • Tentative Delivery Date: Material Summary Includes the following General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Wind: ASCE 7 -02 per FBC2004; 146 mph; Total Roof Gravity Load = 55 PSF. Floor Gravity Load = 55 PSF. Exposure D , Enclosed. Computer Program Used: MiTek 20/20. Pages or sheets covered by this seal from: 0001 thru 0021 Total: 21 drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15- 31.003, section 5 of the Florida Board of Professional Engineers Rules. Chapter 23 of the Florida Building Code. This signed and sealed Index sheet indicates acceptance of my professional engineering responsibility solely for the truss design drawings listed below. The suitability and use of each truss component for any particular building is the responsibility of the building designer, per TPI 2002. OSCAR CORRAL P.E. STATE OF FLORIDA REG. NO 12467 - 8500 NW 58 ST, MIAMI, FL 33166 Date Truss Date Truss 0003 03-02-2006 H7 0007 03-02 -2006 J1 0011 03-02 -2006 J5 0015 03-02 -2006 SV21 0019 03-02 -2006 V12 0004 03-02-2006 H9 0008 03-02 -2006 J1A 0012 03-02 -2006 J5A 0016 03-02-2006 SW 0020 03-02 -2006 V4 Job 13222 Truss H11 Truss Type ROOF TRUSS Qty 1 Ply 1 7 11 -0-0 11 -0-0 Plate Offsets (X,Y): [4:0 -2 0,0 -2 4],[5:0- 5- 4,0 -2 -0] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 3x8 = LUMBER TOP CHORD 2 X 4 SYP No.2 *Except* T2 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 LOAD CASE(S) Standard 7-6-9 7 -6 -9 2.00 FIT 2x4 11 -0 -0 3 -5 -7 4 13-10-0 2 -10 -0 4x4 = 3x8 = 13-10-0 2 -10 -0 4x8 = 5 11 10 9 4x6 = 3x4 = ■ DANNY VAgAN4: • • • • • •13£22 • • • • • • • ' • • • • ••• • • • • • 0001 • Job Reference :optional) • • • • • • • • • • 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Mar 02 09:50:10 2006 Page 1 17 -3-7 3-5-7 2x4 • ••Q4 -10 -0• ••• •��r_1�},• • • • • •• - • - I • • • • • 7 -1-9 : • • • • a -o j • le' • 1! • •45.2 • • ••• • • • 6tx ••• • • 24-10-0 11-0 -0 REACTIONS (lb /size) 2= 1449/0 -8-0, 7= 1449/0 -8-0 Max Uplift2=- 1171(load case 2), 7= 1171(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2 =-4/0, 2- 3=- 4780/3265, 3-4=- 3993/2654, 4-5=-3931/2650, 5-6 =- 3995/2656, 6- 7=- 4781/3265, 7- 8=-4/0 BOT CHORD 2 -11 =- 3129/4626, 10- 11=- 2470/3933, 9-10 =- 3129/4626, 7 -9=- 3129/4626 WEBS 3-11 =- 833/718, 5 -11 =- 254/250, 6-10 =- 832/715, 4-11 =- 188/417, 5- 10=- 187/450 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp D; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 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 1171 lb uplift at joint 2 and 1171 lb uplift at joint 7. •• • • • •• •• • • • • • • • • • • • • • Weight: 99 lb BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3 -3-3 oc bracing. 3x8 = • • • • SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.99 BC 0.88 WB 0.25 (Matrix) DEFL in. (loc) Udefl Lid Vert(LL) 0.6410 -11 >454 360 Vert(TL) • -1.15 2 -11 >251 180 Horz(TL) 0.17 7 n/a n/a PLATES GRIP MT20 244/190 Job 13222 Truss H5 Truss Type ROOF TRUSS Qty 1 Ply 1 • • I -1 -0 -0 I 1 -0 -0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 3.50 FT 5-0 -0 5-0-0 5 -0-0 5 -0-0 Plate Offsets (X,Y): [3:0- 5- 5,0 -3 -1), [4:0 -3- 13,0 -3-4) 3 5x8 = 2x4 II •• • • • ••• DANNY VAR@ NA •• •• • • 7, • • • • • • • • • 0002 • • • • • • • • Job Reference /option l) • • • • • • • • • • 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Mar 02 09:41:49 2006 Page 1 8 -0-0 M -Osg• • • • • • • • •. • •1•440-0.: 3 -0-0 • • • • • • • • • •0-0 • • • • • •1 -• -0• • • • • • • • • • • • Sca le • • • • • • • a :25.2 8-0 -0 3 -0 -0 BRACING TOP CHORD BOT CHORD 5x6 = 4 3x4 = • • • • • • • • • •• • • • • • ••• •• 13-0 -0 5 -0-0 REACTIONS (lb /size) 2= 1216/0 -8-0, 5= 1216/0 -8-0 • Max Uplift2- 1529(load case 2), 5- 1529(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2 =0/8, 2- 3=- 2586 / 2882, 3-4=- 2409/2852, 4-5- 2588/2882, 5 -6 =0/8 BOT CHORD 2-8=-2564/2370, 7-8=-2594/2407, 5-7- 2564/2372 WEBS 3-8=-343/422, 3 -7- 156/161, 4-7=-343/487 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf, BCDL =5.0psf; Category II; Exp D; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 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 1529 lb uplift at Joint 2 and 1529 lb uplift at Joint 5. 6) Girder carries hip end with 5-0-0 end setback. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 321 lb down and 382 lb up at 8-0 -0, and 321 lb down and 382 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1- 3=-90, 3- 4=- 144(F = -54), 4 -6 -90, 2- 8 = -20, 7- 8=- 32(F =12), 5 -7 = -20 Concentrated Loads (lb) Vert: 8=- 321(F) 7- 321(F) •• • • • •• ••• •• Weight: 51 lb 3x6 = SPACING 2 - - Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TPI2002 CSI TC 0.84 BC 0.59 WB 0.15 (Matrix) DEFL in (loc) 1 /deft Lid Vert(LL) 0.20 7-8 >735 360 Vert(TL) -0.19 7-8 >799 180 Horz(TL) -0.06 5 n/a n/a PLATES GRIP MT20 244/190 Structural wood sheathing directly applied or 3 -5-6 oc purlins. Rigid ceiling directly applied or 3-6-15 oc bracing. Job 13222 Truss H7 Truss Type ROOF TRUSS Qty 1 Ply 3 C Plate Offsets (X,Y): 3:0- 1- 15,Edge], [6:0 -1- 15,0 -2 -5] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 3x8 = Continued on page 2 2.00 FIT 7 -0 -0 7 -0 -0 7-0 -0 7 -0-0 LUMBER TOP CHORD 2 X 4 SYP No.1 D *Except' T2 2 X 4 SYP SS BOT CHORD 2 X 6 SYP DSS WE BB 2 X 4 SYP No.3 6x8 = 3 2x4 II 10 -7 -15 3-7 -15 10 -7 -15 3-7 -15 2x4 H I 4 3x8 = 14-2 -1 3-6 -3 13 12 11 10 9 14-2 -1 3-6-3 3x4 = 5 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Mar 02 09:41:50 2006 Page 1 17 -10 -0 3 -7 -15 6x8 = 3x4 = 5x6 = 2x4 I I 17 -10-0 3 -7 -15 DANNY VAR)WA• • • • ▪ *322 • • • • • • • • • • • • • : 0003 Job Reference (eptlonah • • • • • • • ▪ • • • 6 REACTIONS (lb /size) 2= 2807/0 -8-0, 7= 2807/0 -8-0 Max Uplift2= 2966(load case 2), 7=- 2966(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2 =0/4, 2- 3=- 11808/11725, 3-4=- 13796/ 13819, 4-5= 13796/13819, 5-6 =- 13992/14021, 6 -7_- 11785/11702, 7 -8 =0/4 BOT CHORD 2- 13=- 11405/11532, 12- 13=- 11471/11623, 11 -12= 13842/13992, 10 -11 =11439 /11593, 9-10=-11439/11593, 7- 9=- 11382/11509 WEBS 3 -13 =- 582/812, 3-12=-2300/2602, 4-12 =-687/ 832, 5-12 =326/ 216, 5-11 =-702 /802, 6-11= 2548/2834, 6-9= 511/744 NOTES 1) 3-ply truss to be connected together with 10d Common(.148"x3 ") Nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0 -9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0 -9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0 -9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp D; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33. 5) Provide adequate drainage to prevent water ponding. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2966 lb uplift at joint 2 and 2966 lb uplift at joint 7. 8) Girder carries hip end with 7 -0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 706 lb clown and 709 lb up at 17 -10 -0, and 706 lb down and 709 lb up at 7 -0 -0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1- 3 = -90, 3- 6= 189(F =99), 6- 8 = -90, 2-13=-20, 9- 13=- 42(F =22), 7 -9 = -20 • •••24 -10-0• ••• • • • • • 71/0 -0 • • • • • • • • • • • • ••• • • •• • • • • •• • • • • •• • • 24 -10-0 7 -0 -0 • PLATES GRIP MT20 244/190 Weight: 356 lb • y1Q ' • : 1i0 -a • • sidle x • 1!45.2 • • • • • • • ••• •• 3x8 = Io 0 ao SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004TTPI2002 CSI TC 0.66 BC 0.39 WB 0.28 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) 0.8011 -12 >364 360 Vert(TL) - 0.8211 -12 >353 180 Horz(TL) 0.09 7 n/a n/a BRACING TOP CHORD Structural wood sheathing directly applied or 6-0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-11 -7 oc bracing. • • ••• • • • ••• DANNY VAS ; • • ;13222 • • • • • • • • • • • • 0003 • • • • ••• • • • Job Referencetoption • • • • • • • • • • Job 13222 Truss H7 Truss Type ROOF TRUSS Qty 1 Ply 3 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=- 706(F) 9= 706(F) 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Mar 02 09:41:50 2006 Page 2 • ••• • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • •• •• • • • • • • • • • • • • • • • • • •• Job 13222 Truss H9 Truss Type ROOF TRUSS Qty 1 Ply 1 DANNY VARONA • • • • • • 13Z7� • • • • • • • • • • • • • • • • • • • ••• • Job Reference foptiont) _ ! _ ! ; : • • • • • : • • • • • • • • • • 0004 Plate Offsets (X,Y): [4:0- 4- 0,0- 2 -13], [5:0- 5- 8,0- 2 -12], [9:0- 3- 0,0 -3-0] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.98 Vert(LL) 0.73 9-10 >400 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.99 Vert(TL) -0.99 9-10 >294 180 MT2OH 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.18 7 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight 100 lb r 1 -0 -9 1 -0-0 4x6 = 6-6 -9 6 -6-9 2.00 FIT 9-0 -0 9-0-0 LUMBER TOPCHORD 2 X 4 SW No.2 *Except* T22X4SYPNo.2ND BOT CHORD 2 X 4 SW No.2D WEBS 2X4SWNo.3 LOAD CASE(S) Standard 9 -0-0 2 -5 -7 2x4 6x8 MT2OH= 4 10 3x8 = 6.200 s Jul 13 2005 MITek I dustries, Inc: l'hu Mar 02 09:41:50 2006 Page 1 15 -10-0 18 -3-7 • • 24 -10 ;0 , , • 4 5 -10 • 6-10-0 2 -5 -7 • • • • �- - • • • i 10 • • • • '(45.3 • ••• • • • • ••• • • • • 15 -10-0 6 -10-0 8x10 MT2OH = 5 9 5x6 = REACTIONS (lb/size) 2= 1449/0- 8 -0, 7= 1449/0 -8 -0 Max Uplift2= 1190(load case 2), 7= 1190(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2 =-4/0, 2 -3=- 4804/3313, 3-4=- 4519/3154, 4-5=- 4469/3144, 5 -6 =- 4529/3163, 6 -7=- 4806/3314, 7- 8=-4/0 BOT CHORD 2 -10= 3178/4646, 9-10 =- 3002/4479, 7- 9=- 3179/4647 WEBS 3-10=- 266/246, 6-9 =- 257/254, 4 -10= 10/256, 5-9=-7/273, 5 -10= 368/350 2x4 •• • • • •• ••• •• • • • • •• • • • • • • • • • • 24 -10 -0 9-0-0 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2 -2 -0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf BCDL= 5.0psf; Category Ii; Exp D; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1190 lb uplift at joint 2 and 1190 lb uplift at joint 7. • • • • 4x6 = 0 0 N Job 13222 Truss HJ5 Truss Type ROOF TRUSS Qty 2 Ply 1 DANNY VAR»IAs • • • • • • • • • Job Reference (optional) • • • • • • • • • 13i22. • • • • • • • • • • • • • • • • • • • 0005 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 -14-4 1-4-4 LUMBER TOP CHORD 2 X 4 SYP No.2ND BO7 CHORD 2 X 4 SYP No.2ND 3x4 = REACTIONS (lb /size) 3= 344/Mechanical, 2= 379 /0-8 -0, 4= 81/Mechanical Max Horz2= 171(load case 2) Max Uplift3=- 352(Ioad case 2), 2=- 495(Ioad case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 5 =0/7, 2- 5 =0/7, 2 -3= -98/57 BOT CHORD 2 -4=0/0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp D; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 lb uplift at joint 3 and 495 lb uplift at joint 2. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -5 = -90 Trapezoidal Loads (plf) Vert: 5=- 0(F =45, B= 45)- to- 3=- 159(F = -35, B =-35), 2=- 2(F =9, B= 9)- to- 4=- 35(F =-8, B=-8) .200 s J ul 13 2005 MLTek Industries, I nc. Th u Mar 02 09:41:50 2006 Page 1 7 -0 -14 • ••• • ••• • •• • • • •• • • • • 1 • • • • • • • • • •• • • • • • • • • • • • • • • • Sjale ?: 139 7 -0-14 7 -0 -14 7 -0-14 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TPI2002 CSI TC 0.92 BC 0.23 WB 0.00 (Matrix) DEFL in floc) I/defl L/d Vert(LL) 0.00 2 "" 360 Vert(TL) -0.17 2-4 >483 180 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 23 lb BRACING TOP CHORD Structural wood sheathing directly applied or 7 -0 -14 oc puriins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. Job 13222 Truss HJ7A Truss Type ROOF TRUSS qty 2 Ply 1 DANNY VARBpJA• • • • • • Job Reference (iptional� • • a • • VAR • •: • • • • • • • • • 0 • 0 • • • • • 0006 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 -1-4 -4 1-4-4 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOTCHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 3x4 = 6-6 -9 6-6-9 REACTIONS (lb /size) 2= 575/0 -8 -0, 6= 870/Mechanical Max Horz 2= 168(load case 2) Max Uplift2=- 569(load case 2), 6=-700(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-2/0, 2-7=-2/0, 2- 3=- 1624/1439, 3- 4=- 51/23, 4- 5=-5/0 BOT CHORD 2-6=-1558/1589 WEBS 4-6=-316/363, 3-6 =- 1642/1609 9 -10 -13 9 -10 -13 6.200 s Jul 13 2005 M,Tek Industries, Inc. Thu Mar 02 09 :41:51 2006 Page 1 • • • ••• 9-1•• • ••• ••� •• • • • • • 34.q, • • • • • • • • • • ;cafe t • 1!19.0 • • ••• • • •• • • • • •• •• • • 2x4•11 •• •• • ••••a • 3x4 = SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TPI2002 CSI TC 0.74 BC 0.80 WB 0.49 (Matrix) DEFL in (loc) Udefl L/d Vert(LL) 0.04 2-6 >999 360 Vert(TL) -0.62 2-6 >180 180 Horz(TL) 0.03 6 n/a n/a BRACING TOP CHORD Structural wood sheathing directly applied or 4-2 -12 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3 -3 oc bracing. NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp D; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 569 lb uplift at joint 2 and 700 lb uplift at Joint 6. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -7 =90 Trapezoidal Loads (pit) Vert: 7= 0(F =45, B= 45)- to- 4=- 216(F =-63, B =-63), 4- 156(F =-63, B=- 63 )-to- 5=- 163(F =-66, B =-66), 2=- 2(F =9, B= 9)- to- 6=- 49(F = -15, B =15) PLATES GRIP MT20 244/190 Weight 38 lb Plate Offsets (X,Y): [2:0- 0- 1,0 -0 -0) LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) 0.00 2 ---- 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 2 >999 180 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: 5 lb Job 13222 Truss J1 Truss Type ROOF TRUSS. Qty 4 Ply 1 DANNY VARY'; ; 13F2• • • • • • • • • Job Reference toptiontl) • • • • • • • • • • • 0007 ••• 1 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X4 SYP No.2ND •• • • • • • • ••• • • • • • •• • LOAD CASE(S) Standard -1 -0-0 1 -0-0 3.50 FIT 2 REACTIONS (lb /size) 2= 202/0 -8 -0, 4= 9/Mechanical, 3= 14/Mechanical Max Harz 2= 69(load case 2) Max Uplift2=- 363(load case 2), 3=- 14(Ioad case 1) Max Grav2= 202(load case 1), 4= 9(Ioad case 1), 3= 68(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2 =0/8, 2- 3= -46/32 BOT CHORD 2 -4=0/0 3x4 = 1 -0-0 1 -0-0 ••• ••• 1-0-0 1 -0 -0 • • ••• • • • ••• • 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Mar 02 09:41:51 2006 Page 1 • • • • • • • • • • • • 4 NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp D; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2 and 14 lb uplift at joint 3. • • • • •• • •• • • • • • • • • •• • • • • • • • • S c al e r 1 :4.9 • ••• •• • • • • •• • • • • • • • • ••• •• BRACING TOP CHORD Structural wood sheathing directly applied or 1 -0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. Job 13222 Truss J1A Truss Type ROOF TRUSS Qty 4 Ply 1 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 1 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X4 SYP No.2ND LOAD CASE(S) Standard • • • • • • • • • • .• ••• • • • • • • • -1 -0 -0 1 - 0 - 0 REACTIONS (lb /size) 2= 202/0 -8-0, 4 =9 /Mechanical, 3= 14/Mechanical Max Horz 2= 30(Ioad case 2) Max Uplift2=- 368(load case 2), 3= 14(Ioad case 1) Max Grav2= 202(Ioad case 1), 4=9(load case 1), 3= 73(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2 =4/0, 2-3=-36/27 BOT CHORD 2 -4=0/0 2 2.00 12 • • ••• • • • ••• DANNY VAfirnt • • • .31f2• • • • • • • • • • • • • • • 0008 • • i • • • • • • 6 Job ReferenceToptIongl) •• 6.200 s Jul 13 2005 MiTek Industries, Ind. Thu Ma 02 09:' 1:51 2006 Page 1 1-0 -0 1 -0-0 • • • • • 1 - 0 - 0 3x4 = 1 -0 -0 • ••• NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp D; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 368 lb uplift at joint 2 and 14 lb uplift at joint 3. • • • • • • • • • • SPACING 2 - Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.22 BC 0.00 WB 0.00 (Matrix) DEFL in (loc) I/defl L/d Vert(LL) 0.00 2 .... 360 Vert(TL) -0.00 2 >999 180 Horz(TL) 0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 5 lb BRACING TOP CHORD Structural wood sheathing directly applied or 1 -0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. • •• • • • • • •• • • • • • • 6p le « 1:4.5 •• •• • • • • • •• • • Job 13222 Truss J3 Truss Type ROOF TRUSS Qty 4 Ply 1 DANNY VARONR : • • ••• ' •' • Job Reference (optional) : • i ' • • • !32 • • • • ••• 0009 Plate Offsets (X,Y): (2:0- 0- 1,0 -0 -0) LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) 0.00 2 •--- 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 11 lb 1 -1 -0 -0 1 -0-0 LUMBER TOP CHORD 2 X 4 SW No.2ND BOT CHORD 2 X 4 SW No.2ND LOAD CASE(S) Standard 2 X4 — REACTIONS (lb /size) 3=86 /Mechanical, 2= 294 /0 -8-0, 4=26 /Mechanical Max Horz2= 128(Ioad case 2) Max Uplift3=- 75(ioad case 2), 2=- 422(Ioad case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2 =0/8, 2-3=-56/24 BOT CHORD 2 -4 =0/0 3.50 12 .200 s Jul 13 2005 MITek Indusmes, Inc. Thu Mar 02 09:41:52 2006 Page 1 • ••• • ••• • •• • • • •• • 3-0 -0 • • • • • • • 3 • • • • • • • • • • • • 3 -0-0 • • • • • • • • • BRACING TOP CHORD BOT CHORD B1 3-0 -0 3 -0 -0 • • ••• • • • •• •• •• • • - NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf, BCDL= 5.0psf; Category II; Exp D; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 3 and 422 lb uplift at joint 2. • 4 Structural wood sheathing directly applied or 3-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. 1:7.2 Job 13222 Truss J3A Truss Type ROOF TRUSS Qty 4 Ply 1 DANNY V/ RoNd ; • • • • • • ••• Job Reference (optional) : •: • • • • ':3222; • • • • • ••• 0010 - 1 - 0 - 0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 1-0-0 LUMBER TOP CHORD 2 X4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND 2 3x4 = REACTIONS (lb /size) 3= 86/Mechanical, 2= 294 /0 -8-0, 4= 26/Mechanical Max Horz2= 63(load case 2) Max Uplift3=- 63(load case 2), 2=- 434(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2 =-4/0, 2- 3= -38/16 BOT CHORD 2 -4=0/0 2.00 12 T1 3 -0 -0 • • •• • • • • • • • • • • • NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp D; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 3 and 434 lb uplift at joint 2. LOAD CASE(S) Standard • • ••• • • • ••• • • • • • •• •• - 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Mar 02 09:41:52 2006 Page 1 ••• • • • • • • • • • • • • • • 3-0 -0 • • • • •• • ••• • • • • • • Sc le = 3 -0 -0 3-0 -0 •• • • • ••• •• • • • • • • • • • • • • • • • • • • ••• • Weight: 11 lb 4 SPACING 2 - Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.34 BC 0.03 WB 0.00 (Matrix) DEFL in (loc) Udefl L/d Vert(LL) 0.00 2 "" 360 Vert(TL) -0.00 2-4 >999 180 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. Plate Offsets (X,Y): 2:0- 0- 1,0 -0 -01 LOADING (psf) TCLL SPACING 2 -0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP 30.0 TCDL 15.0 Plates Increase 1.33 Lumber Increase 1.33 TC 0.38 BC 0.11 Vert(LL) Vert(TL) 0.00 -0.04 2 2-4 ""' >999 360 180 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 17 lb Job 13222 Truss J5 Truss Type ROOF TRUSS Qty 3 Ply 1 DANNY VARON: : • • ••• Job Reference (optional) • • • • 432220 • • • • ••• 0011 -1 -0 -0 1-0-0 TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND 2 3x4 = REACTIONS (lb /size) 3= 190 /Mechanical, 2= 391 /0 -8-0, 4= 46/Mechanical Max Horz2= 188(load case 2) Max Uplift3=- 206(ioad case 2), 2=- 467(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2 =0/8, 2- 3= -85/50 BOT CHORD 2 -4 =0/0 LOAD CASE(S) Standard 3.50 12 T1 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Mar 02 • ••• • ••• • • • •• • 5-0 -0 • • • • • 5 -0 -0 • • • • • • • .• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • 09:41:53 2006 Page 1 • •. • • • • • •• • • • • • • g • • Scale = B1 5 -0-0 5 -0-0 •• • • • • • • • • •.• • NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp D; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 206 lb uplift at joint 3 and 467 lb uplift at Joint 2. • • • • • • • • •• •• • • • • • • • • • • •• • • ••• •• 4 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. Job 13222 Truss J5A Truss Type ROOF TRUSS Qty 4 Ply 1 0012 • • • • • ••• •• LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 -1 -0 -0 1 -0 -0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (lb /size) 3= 190 /Mechanical, 2= 391/0 -8-0, 4=46 /Mechanical Max Harz 2= 98(load case 2) Max Uplift3=- 188(load case 2), 2=- 485(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2 =4/0, 2-3=-51/32 BOT CHORD 2 -4=0/0 LOAD CASE(S) Standard 2 3x4 = 2.00 I 12 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp D; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 188 lb uplift at joint 3 and 485 lb uplift at joint 2. • ••• • • • • •• • • • • • • • • • • • • • • �• -*• • • • • • • • • • �! DANNY VAROIYA • • • • •13222 • •• ••• • • • • ••• Job Reference (optional) 6.200 s Jul 13 2005 NJTek jpd y o stries, lei. Thv leir 02 09:81:53 20 Page 1 • • • •• • • • • 5 -0-0 • • • • • • • • • •• • _ • • • • • • • � • • • • • • • • 5 -0 -0 • • • • • • • • Scab = 1 •• • • • •• ••• •• 5 -0 -0 5 -0 -0 • • • • • • • • • • 4 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.38 BC 0.11 WB 0.00 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) 0.00 2 '*' 360 Vert(TL) -0.04 2-4 >999 180 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight 17 lb BRACING TOP CHORD Structural wood sheathing directly applied or 5-0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. Job 13222 Truss J7A Truss Type ROOF TRUSS Qty 7 Ply 1 0013 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 -1 -0-0 1 -0-0 SPACING 2 - - Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code . FB C2004ITP 12002 CSI TC 0.77 BC 022 WB 0.00 (Matrix) DEFL in (loc) 1/defl Ud Vert(LL) 0.00 2 "•' 360 Vert(TL) -0.17 2-4 >463 180 Horz(TL) -0.00 3 n/a n/a LUMBER TOP CHORD 2 X 4 SYP No.2 BOY CHORD 2 X 4 SW No.2ND LOAD CASE(S) Standard 3x4 = REACTIONS (lb /size) 3= 285/Mechanical, 2= 495 /0-8 -0, 4= 66/Mechanical Max Horz 2= 130(load case 2) Max Uplift3 '-288(load case 2), 2=- 548(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2 =4/0, 2- 3= -72/46 BOT CHORD 2 -4=0/0 7 -0-0 7 -0 -0 BRACING TOP CHORD BOT CHORD NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf, Category II; Exp D; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 288 lb uplift at Joint 3 and 548 lb uplift at joint 2. • • • •• • • • • •• •• •• • • • •• •• • • • • • • • DANNY '2AROAIA • : •; •1322: • • ••• • • • • ••• Job Reference (optional) 6.200 s Jul 13 2005 INFekingli kw. Ttailtar 02 09141:53 2026 Page 1 • • • •• • • • • 7 -0 -0 • • • • • • • • • • • • • • • • • • • • • • • • • I 7 -0-0 • • ••• • • • Scale = 1:13.2 • •• • • • •• ••• •• 3 PLATES GRIP MT20 244/190 Weight: 23 lb 4 Structural wood sheathing directly applied or 6 -0 -0 oc purlins. Rigid ceiling directly applied or 10 -0 -0 oc bracing. Job 13222 Truss SV14 Truss Type ROOF TRUSS Qty 1 Ply 1 DANNY 4ROIIN • • • • ••• • Job Reference (optional) • • h 3222' • • i ••• 0014 Plate Offsets (X,Y): [2:0- 3- 0,0 -2-8) LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.36 BC 0.22 WB 0.15 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 1/defl n/a n/a n/a Lid 999 999 n/a PLATES MT20 Weight 38 lb GRIP 244/190 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 LOAD CASE(S) Standard 3x4 7 -0 -0 7-0 -0 2.00 12 REACTIONS (lb /size) 1= 218/14 -0-0, 3= 218/14 -0 -0, 4= 717/140 -0 Max Upliftl=- 151(load case 2), 3=- 151(load case 2), 4=- 487(Ioad case 2) Max Grav1= 237(load case 3), 3= 237(load case 4), 4= 717(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 43/34, 2- 3= -43/34 BOT CHORD 1-4 =0/13, 3-4 =0/13 WEBS 2- 4=- 539/488 4x6 = 2 2x4 I I 14-0 -0 14-0 -0 .200 s Jul 13 2005 MITek Industries, Inc. Thu Mar 02 09:41:54 2006 Page 1 • ••• • ••• • •• • • • •• • • • • .. J rarom •. • • • • • • • ••• •.7.0 -0 • • • • • • • •• • • • Scale = 1:22.6 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp D; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 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 151 lb uplift at joint 1, 151 lb uplift at joint 3 and 487 lb uplift at joint 4. • • ••• • • • • •• • •• • • • • • •• •• • •• • • • • • ••• •• • • • • • • • • • • • • • • • • •• • • 3x4 BRACING TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. Job 13222 Truss SV21 Truss Type ROOF TRUSS Qty 1 Ply 1 0015 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 1 ................. 3x6 •• = , ............. .......................... ..... . ... ........................... Plate Offsets (X,Y): [2:0 -4- 12,0 -3-81, [4:0- 3- 0,0 -3-0) SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Inez YES Code FBC2004/TPI2002 CSI TC 0.92 BC 0.58 WB 0.24 (Matrix) DEFL in (loc) Udefl L/d Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 3 n/a n/a LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2ND OTHERS 2 X 4 SYP No.3 REACTIONS (lb /size) 1= 364/21 -0 -0, 3= 364/21 -0-0, 4= 1195/21 -0 -0 Max Uplift1= 247(load case 2), 3= 247(load case 2), 4=-793(load case 2) Max Gray 1= 395(load case 3), 3= 395(load case 4), 4= 1195(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2= 73/57, 2- 373/57 BOT CHORD 1-4 =0/18, 3- 4=0/18 WEBS 2- 4=- 907/802 LOAD CASE(S) Standard Job Reference (optional) 6.200 s Jul 13 2005 MjTek {pdiystries, Ing. Thy yt4r 020941:54 2p26 Page 1 • • • •• • • • • 10 • • • • • • • • • • • • • 21 -0 • • • • • • 10 -6-0 2.00 ITT T1 6x10 = 2 NMI 4 5x6 = 21 -0-0 21 -0 -0 BRACING TOP CHORD BOT CHORD NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf, BCDL= 5.0psf, Category II; Exp D; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 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 247 lb uplift at joint 1, 247 lb uplift at joint 3 and 793 lb uplift at joint 4. • . • • • . •. •• • • • •• •• • • • • • • • • DANNY U14ROP$A • • • • • • • •1322 • • ••• • • • • ••• • 10-6 -0 • • • • • •• • • • • ••• S. • • • • • • • • • • • • • • •• • T1 Weight: 59 lb 3x6 Scale = 1:33.9 3 PLATES GRIP MT20 244/190 Structural wood sheathing directly applied or 2 -2-0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. Job Truss Truss Type Qty Ply DANNY VtOJ4 • • • • 43 • 222 • • • • • • ' . "'• • 0016 13222 SW TRUSS 1 1 • • • • • • • • • Job Refere4ce (optonalf _ • • • • • 1 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER BOT CHORD 2 X 6 SYP No.2 3 -6-0 3-6 -0 REACTIONS (lb /size) 2== 42/7 -0 -0,1= 42/7 -0-0 FORCES (lb) - Maximum Compression/Maximum Tension BOT CHORD 1 -2 =0/0 NOTES 1) Gable requires continuous bottom chord bearing. LOAD CASE(S) Standard 7 -0-0 7 -0-0 6.200 s Jui 13 2005 MITek Industries,, Inc. 'T'hrTMaf 02 05'41' !006 Page 1 •7;0-0 • ••• • .. 1 • i •3- '64 • - • • • • • • • • • • • • • • • • • • • • • •Soele� 1:11.3 • • • ••• • • • • •• • • • •• ••• • • • • • • • • •• • • • • • ••• •• • SPACING 2 -0-0 Plates Increase 0.90 Lumber Increase 0.90 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.00 BC 0.06 WB 0.00 (Matrix) DEFL in (loc) 1/defl L/d Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 n/a n/a PLATES GRIP Weight: 16 lb BRACING BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. Plate Offsets (X,Y): [8:0- 3- 0,0 -3 -0) LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 TCDL 15.0 Plates Increase 1.33 Lumber Increase 1.33 TC 0.94 BC 0.82 Vert(LL) Vert(TL) 0.70 - 1.00 8 -9 8-9 >416 >290 360 180 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.17 6 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 97 lb Job 13222 Truss T1 Truss Type ROOF TRUSS Qty 7 Ply 1 0017 1 -0-0 TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 LOAD CASE(S) Standard 6 -11 -9 6 -11 -9 8 -11 -7 8 -11 -7 2.00 FIT 3x4 = 1 12 -5-0 5 -5 -7 5x6 = 15 -10 -9 6-11 -2 BRACING TOP CHORD BOT CHORD REACTIONS (lb /size) 2= 1449/0 -8-0, 6= 1449/0 -8 -0 Max Uplift2=- 1157(load case 2), 6= 1157(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2 =-4/0, 2 -3=- 4884/3225, 3-4=- 4360/2812, 4-5=-4360/2812, 5-6 =- 4884/3225, 6- 7=-4/0 BOT CHORD 2 -9 =- 3095/4726, 8-9=-2273/3567, 6-8=-3095/4726 WEBS 3-9 =- 638/568, 4-9 =- 402/918, 4-8=- 402/918, 5-8=- 638/568 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Mar 02 09:41:55 2006 Page 1 • ••• • ••• • •• • • • •• • • • • 17 -10 -7 • • • • 24 -10-G • • • • :115-101 5-5 -7 �• • ••• •iCs113 ••• •• Scale = 1:44.2 5x6 = 1 24 -10-0 8-11 -7 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • DANNY VjkROIA ; :•: 3224 • • • ••• • • • • ••• Job Reference (optional) •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• • Structural wood sheathing directly applied. Rigid ceiling directly applied or 3-7-8 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp D; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1157 lb uplift at joint 2 and 1157 lb uplift at joint 6. Job T Truss T Truss Type Q Qty P Ply D DANNY VAROIS4 • • • • i 33122: Plate Offsets (X,Y): [2:0- 0- 1,0 -0-0], [3:0- 3- 0,Edge], [4:0- 0- 1,0 -0 -0] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in floc) Udef Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.06 2-6 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.41 Vert(TL) -0.15 2-6 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.05 Horz(TL) 0.03 4 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight 45 lb -1-0 -0 1-0-0 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 (lb /size) 2= 798/0 -8-0, 4= 798/0 -8 -0 Max Uplift2=- 736(load case 2), 4=- 736(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2 =0/8, 2-3=-1312/794, 3- 4=- 1312/794, 4 -5 =0/8 BOT CHORD 2-6=- 626/1166, 4-6 =- 626/1166 WEBS 3-6 =0/181 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp D; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 736 lb uplift at joint 2 and 736 lb uplift at joint 4. LOAD CASE(S) Standard 3.50 12 6 -6-0 6-6-0 6-6-0 6-6 -0 5x6 = 3 • • ••• • • • ••• •• •• • • • •• •• 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Mar 02 09:41:55 2006 Page 1 • ••• • ••• • •• • 3� • • • 0 • • • •• • • • •1�} -0 0- Vito •. • • • • • ••• • •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• 110.-M11 1110-7.1..will 3x4 = 2x4 I I 13 -0-0 6-6-0 • • • • • •14 -0 • Scale = 1:24.7 3x4 = BRACING TOP CHORD Structural wood sheathing directly applied or 4-8 -6 oc purlins. BOT CHORD Rigid ceiling directly applied or 7 -3-3 oc bracing. -1-0 -0 1-0-0 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 (lb /size) 2= 798/0 -8-0, 4= 798/0 -8 -0 Max Uplift2=- 736(load case 2), 4=- 736(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2 =0/8, 2-3=-1312/794, 3- 4=- 1312/794, 4 -5 =0/8 BOT CHORD 2-6=- 626/1166, 4-6 =- 626/1166 WEBS 3-6 =0/181 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp D; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 736 lb uplift at joint 2 and 736 lb uplift at joint 4. LOAD CASE(S) Standard 3.50 12 6 -6-0 6-6-0 6-6-0 6-6 -0 5x6 = 3 • • ••• • • • ••• •• •• • • • •• •• 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Mar 02 09:41:55 2006 Page 1 • ••• • ••• • •• • 3� • • • 0 • • • •• • • • •1�} -0 0- Vito •. • • • • • ••• • •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• 110.-M11 1110-7.1..will 3x4 = 2x4 I I 13 -0-0 6-6-0 • • • • • •14 -0 • Scale = 1:24.7 3x4 = BRACING TOP CHORD Structural wood sheathing directly applied or 4-8 -6 oc purlins. BOT CHORD Rigid ceiling directly applied or 7 -3-3 oc bracing. Plate Offsets (X,Y): [2:0- 3- 0,0 -2-4) LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.33 BC 0.20 WB 0.14 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 Udefl n/a n/a n/a Ud 999 999 n/a PLATES MT20 Weight: 35 lb GRIP 244/190 Job 13222 Truss V12 Truss Type ROOF TRUSS Qty 1 Ply 1 • DANNYWr I AA 6; F.122• • Job Rbferendb (80%4 • • • ••• 0019 TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND OTHERS 2 X 4 SYP No.3 6-0-0 6 -0-0 3.501 .50 12 REACTIONS (lb /size) 1= 213/12 -0-0, 3= 213/12 -0-0, 4= 670/12 -0 -0 Max Uplift1=- 154(Ioad case 2), 3=- 154(load case 2), 4=- 456(Ioad case 2) Max Grav1= 229(load case 3), 3= 229(load case 4), 4= 670(Ioad case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 79/57, 2-3=-79/57 BOT CHORD 1- 4= 0/25, 3-4 =0/25 WEBS 2-4=-500/451 4x6 = 12-0 -0 12 -0 -0 BRACING TOP CHORD BOT CHORD NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp D; enclosed; C-C Interlor(1); Lumber DOL =1.33 plate grip DOL =1.33. 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 154 lb uplift at joint 1, 154 lb uplift at joint 3 and 456 lb uplift at joint 4. LOAD CASE(S) Standard • ••• • • • • •• 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Mar 02 09:41:56 2006 Page 1 • ••46, 1 2 _ Q � ••• • •• • • • • • • • • • • • t -0 -4 • • • • • • • • • • • • • •i• • ••• ••• ••Scale 1:19.4 •• • • • •• ••• •• • • • • • • • • • • •• • • • •• • • • • • • •• Structural wood sheathing directly applied or 6 -0-0 oc purlins. Rigid ceiling directly applied or 10 -0 -0 oc bracing. Job Truss Truss Type Qty Ply DANKY VIRO TA • • • : • • 3222' 13222 V4 ROOF TRUSS 1 1 • • • • • • Job I feren:e (41tiGnaa • • : • • • . • • : • 0020 2 -0-0 2 -0-0 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Mar 02 09:41:56 2006 Page 1 • •_. 4-04 ••• • •• • • •• 42 - • • • • • i • • • • i • • • Scale = 1:6.5 • • ••• • • • •• • • • •• ••• • • • • • • • • • •• • • SPACING 2 -0-0 Plates Increase 0.90 Lumber Increase 0.90 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.00 BC 0.02 WB 0.00 (Matrix) DEFL in (loc) 1/defi Lid Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 n/a n/a LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER BOT CHORD 2 X 6 SYP No.2 REACTIONS (lb /size) 2= 24/4-0-0, 1= 24/4-0-0 FORCES (lb) - Maximum Compression/Maximum Tension BOT CHORD 1 -2 =0/0 NOTES 1) Gable requires continuous bottom chord bearing. LOAD CASE(S) Standard 40-0 4-0-0 PLATES GRIP Weight: 9 lb BRACING BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. Job 13222 Truss V8 Truss Type ROOF TRUSS Qty 1 Ply 1 1132:2 • ••• 0021 Plate Offsets (X,Y): [2:0- 2- 0,Edge] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND LOAD CASE(S) Standard 4-0-0 4-0-0 3.50 12 REACTIONS (lb /size) 1= 328/8 -0-0, 3= 328/8 -0 -0 Max Upliftl=- 239(load case 2), 3=- 239(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 509/483, 2-3=-509/483 BOT CHORD 1- 3=- 417/460 2 3x4 = 8-0 -0 8-0-0 BRACING TOP CHORD BOT CHORD • • • • • • ••• • • •• • • • •• •• • • D/ NY \ZARc NA. • • • • • • • • • • • ••• • • • Job Reference (optional) 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Mar 02 09:41:56 2006 Page 1 • ••• • ••• • •• • • • •• • • • • •• • • • • • • 8-000 • • • • • • • • ••• • • • • • • 4 �•vi • •• • • • • • • •• • • NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp D; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 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 239 lb uplift at Joint 1 and 239 lb uplift at Joint 3. •• ••• • • • •• • • • • • • • • • • • • PLATES GRIP MT20 244/190 Weight: 21 lb Structural wood sheathing directly applied or 6 -0-0 oc puriins. Rigid ceiling directly applied or 8-11 -9 oc bracing. Scale = 1:12.9 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.29 BC 0.25 WB 0.00 (Matrix) DEFL in (loc) I /defl Lid Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.01 3 n/a n/a STOCK NO. STEEL GAUGE DIMENSIONS (In) FASTENER SCHEDULE ALLOWABLE LOADS (Ibs) Header' - Joist F., = 460 psi F = 625 psi - Uplift W H D Qty Type Qty - Type 100% 115% 125% 100% 115% 125% 133% 160% THD 26 16 1% 5 3 18 16d 12 - 10d x 1% 2430 2795 3040 2430 2795 3040 1520 1825 THD 28 16 1% 7 3 28 16d 16 - 10d x 1% 3590 3820 3965 3780 3965 3965 2025 2330 THD 210 - 16 1% 9 3 38 16d 20 - 10d x 1% 3970 4255 4445 4715 5000 5115 2535 3040 THD 26 -2 14 3 5 2% 18 16d 12 - 10d 2450 2815 3055 2450 2815 3055 1825 2190 THD 28 -2 14 3 7 2% 28 16d 16 - 10d 3750 4315 4690 3750 4315 4690 2390 2485 THD 210 -2 14 3 9 2% 38 16d 20 - 10d 5090 5855 6365 5090 5855 6365 2985 3585 THD 175 14 1% 5 3 18 16d 12 - 10d x 1% 2450 2815 3055 2450 2815 3055 1535 1845 THD 177 14 1% 6% 3 28 16d 16 - 10d x 1% 3810 4180 4335 3810 4380 4485 2050 2330 THD 179 14 1% 8% 3 38 16d 20 - 10d x 1% 4335 4625 4815 5170 5490 5680 2560 3070 THD 46 14 3% 5% 2% 18 16d 12 - 10d 2451 2815 3055 2450 2815 3055 1825 2190 THD 48 14 3% 7 2% 28 16d 16 - 10d 3750 4315 4690 3750 4315 4690 2390 2485 ' THD 410 14 3% 9 2% 38 16d 20 - 10d 5090 5855 6365 5090 5855 6365 2985 3585 THD 412 14 3% 11 2% 48 16d 20 - 10d 6430 6650 6650 6430 6650 6650 2985 3585 THD 610 12 5% 9 3 38 16d 20 -10d 5360 6160 6700 5360 6160 6700 3200 3410 THD 612 12 5% 11 3 48 16d 20 -10d 6770 7785 8415 6770 7785 8415 3200 3840 TABLE 6 -THD SERIES 1 Minimum header thickness shall be 1 inches. .. .. • • • • 0 • • • •• • • • • • • •• •• • • • • •.•. • • •••• • • • • • • • • •• •• • • • • •0 • • • • • • • •0.• • • • •• • 0000 • • • .• • z m o •••• • c • ra • • • M • O • • - O A. • I : O -4. m N 4 03 "?* • • •• • • • • • • • PRODUCT STEEL CODE GAUGE SKH4I6 j • • I6 • rASIEIIER SCHEDULE HEADER JOIST CO 16d • t6) 10d is 1 1/2 ▪ titer cut i-•qul.*g•an Ind of joist to eCfiMvi •Ilo..obIr lends. - e Wnlner,4Orpd•r, th Iiness d1a11 M e oseb•s for 16e) nelli. 5 • • AIIot2W. OWN load lIst•d Is at Ioan. DuratIon of Load. Uplirt Loads 13/A had uollit capacity less than SKH26Ns Sk , rd Wa Lei! • •• 55 • • • • • • • • • • • • •• •• • • • • • • • • • •ose • •••• • TYPICAL. SKHl6L INS1ALLATItII LS I) VEIL SHAM CONFORM 10 AS TM A653 SI RUM IURAI. GRADE .13, AND A MINIMUM GAL VAIII ill) COATING OF 060. ') - FASTENERS ARE COMMON WIRE NAILS 11NLT:SS OTHERWISE NOTED.' )) ALLOWABLE LOADS ARE BASED UN TILE NATIONAL DESIGN SI'ECIFICATIUNS FOR WOOD CONSTRUCTION 1997 EDIIIUN FUR SOUTHERN YELLOV PINE (G= 0.55 OR BETTER AND MUISTURC CUNTENI OF 19% OR LESS) ALL TESTS PERFORMED IN ACCORDANCE VIIN AS TM 01761. 1> ALLOWABLE UOLICT HAVE BEEN INCREASED I1Y A DURATION FACTOR Hy 33X FOR VINDLOAD CI1t1DITIUN. NO FORTI(FR INCREASE IS ALLOWED. If ALLOUA9LE LOADS (Ibs.) WWI Ur'L1rT 005 • H/A the r•qub - ad 700 pounds. SKN26L J111T HANGER U - TYE'L. 18 GAUGE DIMENSIONS FAS I F: JERS I11.SIGF l NA 1 PRIII JUTS I — (AIDE SIZE A 13 II W V IIEADF.12 11lll_!0 2_X1_0 5 1 . 9 . I/4 F2 0 3 3/4 _ 1111 2 _X_ .. 4 3 I 1 3 1/1 5/0 3 3/ 1 4 . _U I1Li6r .. 1 5 1 1/4 1_ 3 3/4 1J112 0 2_ 1/ X0 3 1 7 1 1 5/0 3 3/4 12 1111:36 ... 3X6 3 1 4 3/4 _2 5/0 1 3/4 I1 ... 111146 4X6 3 1 5 1/1 3 5/0 7/3 �� 1 10 IIIIII Si . NAILS IN JIlkS I SIIAl I D I.UI!(i EN11(1(11I THROUGH I D1111I I'l_A I F. S & C1.111CI II. D. 2. I'E IRA TIUN UI FASILAIRS Ill IILAOF_R & .JLIISI SHALL.. I1F' 2' FUR 16d NAILS & 2 3/0' FUR 2011 (lAll S. ..11 DS F 16dJ i6d 2r1(i .r Od1 1011Z LJF'L..1F 1 400% U1'1_11 I 2320 900 2000 1440 500 -. 100 1160 720 1400 1740 735 2100 1110 1100 700 14 1150 700 DR VI II Aplllhv cd [II cnnyd)Ing With Ihr I Irri,la II;I; ;lu (.'od Q t Miam Dad cl Control I/lTblan IJNITi S7'I'I'1, !'flon Calif 'A NI' 103 RIIGERS DRIVE, HIII1IGIHIRY, HN 56069 riltull (Ron 361 ?]33 (LANE, • Ill I S 1 - I r- S 6/9/03 RIIDERT W. 1.011 PRUFESSIUNAI- ENGINEER (S !RUCJIIRAI FLORIDA REG. 1411. 55409 SIIEEit DRA M% !!n iv/ 2 OF 2 .t,, M006O3h HunEIE i 4 I USP Stock No. HD17112 H01714 HD1770 HD17925 HD210 HD210 -2 HD210 -3 HD212 HD212 -2 HD212 -3 HD214 HD214 -2 HD214 -3 FL Approval No. FL815.1 FL815.2 FL815.3 FL815.4 FL815.5 FL815.6 FL815.7 FL815.8 FL815.9 FL815.10 FL815.11 FL815.12 FL815:13 USP Stock No. HD0614 HD0616 H0066 HD068 SKH1520L SKH152OR SKH1520L -2 SKH1520R -2 SKH1524L SKH1524R SKH1524L -2 SKH1524R -2 ' SKH1620L FL Approval No. FL815.92 FL815.93 FL815.94 FL815.95 FL815.96 FL815.96 FL815.97 FL815.97 FL815.98 FL815.98 FL815.99 FL815.99 FL815.100 USP Stock No. THD46 THD48 THD610 THD612 THF15112 THF15112 -2 THF15140 THF15140 -2 THF15925 THF15925 -2 THF16112 THF16112 -2 THF16140 FL Approval No. FL815.145 FL815.146 FL815.147 FL815.148 FL815.149 FL815.150 FL815.151 FL815.152 FL815.153 FL815.154 FL815.155 FL815.156 FL815.157 l HD216 FL815.14 SKH162OR FL815.100 THF16140 -2 FL815.158 HD216 -2 FL815.15 SKH1624L FL815.101 THF16925 FL815.159 HD216 -3 FL815.16 SKH1624R FL815.101 THF16925 -2 FL815.160 HD24 -2 FL815.17 SKH1720L FL815.102 THF17112 FL815.161 HD26 FL815.18 SKH172OR FL815.102 THF17112 -2 FL815.162 H026 -2 FL815.19 SKH1724L FL815.103 THF17140 FL815.163 H028 -3 FL815.20 SKH1724R FL815.103 THF17140 -2 FL815.164 HD27112 FL815.21 SKH2O20L FL815.104 THF17157 FL815.165 HD27925 FL815.22 SKH2O2OR FL815.104 THF17157 -2 FL815.166 HD28 FL815.23 SKH2O20L -2 FL815.105 THF17925 FL815.167 HD28 -2 FL815.24 SKH2O20R -2 FL815.105 THF17925 -2 FL815.168 HD28 -3 FL815.25 SKH2O24L FL815.106 THF20112 FL815.169 HD310 FL815.26 SKH2O24R FL815.106 THF20112 -2 FL815.170 HD310 -2 FL815.27 SKH2O24L -2 FL815.107 THF20140 FL815.171 HD312 FL815.28 SKH2O24R -2 FL815.107 THF20140 -2 FL815.172 H0312 -2 FL815.29 ' SKH210L FL815.108 THF20925 FL815.173 HD314 FL815.30 SKH21OR FL815.108 THF20925 -2 FL815.174 HD316 FL815.31 SKH210L -2 FL815.109 THF23118 -2 FL815.179 HD32105 FL815.32 SKH210R -2 FL815.109 THF23140 FL815.180 HD3212 FL815.33 SKH212L -2 FL815.110 THF23140 -2 FL815.181 HD34 FL815.34 SKH212R -2 FL815.110 THF23160 FL815.182 HD36 FL815.35 SKH2320L FL815.111 THF23160 -2 rL815.183 HD38 FL815.36 SKH232OR FL815.111 THF23180 FL815.184 HD38 -2 FL815.37 SKH2320L -2 FL815.112 THF23925 FL815.185 HD410 FL815.38 SKH2320R -2 FL815.112 THF23925 -2 FL815.186 HD412 FL815.39 SKH2324L FL815.113 THF25112 FL815.187 HD414 FL815.40 SKH2324R FL815.113 THF25112 -2 FL815.188 HD416 FL815.41 SKH2324L -2 FL815.114 THF25130 FL815.190 HD418 FL815.42 SKH2324R -2 FL815.114 THF25140 FL815.191 HD44 FL815.43 SKH24L FL815.115 THF25140 -2 FL815.192 HD46 FL815.44 SKH24R FL815.115 THF25160 FL815.193 HD48 FL815.45 SKH2520L FL815.116 THF25160 -2 FL815.194 HD5112 FL815.46 SKH252OR FL815.116 THF25925 FLS15.195 HD51135 FL815.47 SKH2520L -2 FL815.117 THF25925 -2 FL815.196 Technical Resources - USP Structural Connectors 1- 800 - 328 -5934 - joist hangers, lumber conr}eccors, frm.. Page 1 of 2 • . •• • • • • • • ••. •. • . • • • • . • • • • • • • • ••• • • • • • • • • • ••• • • . • ••• rip Con o rs - Bui Stronger Safer Stru 116* •100. FL815 Product Approval Click Here Based on evaluation of NEB 478 • Approved product model numbers: Catalogs CAD Library Comparison Suid.:s :Sltrature Request •• • . • •• ••• •• FLORIDA STATEWIDE APPROVALS. •. httn:/ /www.uspconnectors.comlfl815.htm S. • • • • • • • USP Stock No. TH020118 -2 TH020140 TH020140 -2 TH020160 TH020160 -2 TH020950 TH020950 -2 TH023100 TH023100 -2 TH023112 -2 TH023118 TH023118 -2 TH023120 -2 TH023140 TH023140-2 TH023160 TH023160 -2 TH023180 TH023180 -2 TH023200 TH023200 -2 TH023925 TH023925 -2 TH023950 TH023950 -2 TH025100 TH025100 -2 TH025112 TH025112 -2 TH025115 TH025115 -2 TH025118 TH025118 -2 TH025120 TH025120 -2 TH025130 TH025140 TH025140 -2 TH025142_ TH025160 TH025160 -2 TH025180 TH025180 -2 TH025200 TH025200 -2 TH025925 TH025925 -2 .tQP UST1 • n.omrcrs • • • • FL Approval No. FL815.248 FL815.249 FL815.250 FL815.251 FL815.252 FL815.253 FL815.254 FL815.255 FL815.256 FL815.258 FL815.259 FL815.260 FL815.262 FL815.263 FL815.264 FL815.265 FL815.266 FL815.267 FL815.268 FL815.269 FL815.270 FL815.271 FL815.272 FL815.273 FL815.274 FL815.275 FL815.276 FL815.278 FL815.279 FL815.280 FL815.281 FL815.282 FL815.283 FL815.284 FL815.285 FL815.288 FL815.289 FL815.290 FL815.291 FL815.293 FL815.294 FL815.295 FL815.296 FL815.297 FL815.298 FL815.299 FL815.300 10/28/200.4 CAPACITY IS ASSUMED BEARING PARALLEL TO GRAIN ON SOUTHERN PINE Y2 "R1 BOLT, 2 MEMBERS MINIMUM, 3 ", 780 LB PER BOLT, SINGLE SHEAR (500 LB.L TO GRAIN) AND 1570 LB DOUBLE SHEAR (1000 LBl TO GRAIN) ALSO 113 LB PER EACH 16d NAIL. CALCULATION FOR SPECIAL HANGER Gravity Load UPLift No. 4 [(4 bolts x 780 #) + (2 -nails x 113#) ] x 1.33 = 4,450# No.4 [(1 -bolt x 1000#) + (2 -bolts x1570#) + (4 -nails x 113)] x 1.33=6,122# _No. 6 [(6- bolts x 780 #) + (2 -nails x 113 #) ] x 1.33 = 6,525# No.6 [(1 -bolt x 1000#) + (2 -bolts x 1570#) + (4 -nails x 113)] x 1.33=-6,122# No. 8 [(8- bolts x 780 #) + (2 -nails x 113 #) ] x 1.33 = 8,600 # No.8 [(1 -bolt x 1000#) + (2- bolts x 1570#) + (4 -nails x 113)] x 133= 6,122# No.10 [(10- bolts x 780 #) + (2 -nails x 113#)] x 1.33= 10,675# No.10 [(1 -bolt x 1000#) + (2-bolts x 1570#) + (4-nails x 113)] x 1.33 =6,122# No.12 [(12- bolts x 780 #) + (2 -nails x 113 #)] x 133= 12,750# No.12 [(1 -bolt x 1000#) + (2 -bolts x 1570#) + (4 -nails x 113)] x 1.33=6,122# y � o 3/16 HOLE FOR 16D NAIL 9/16 SO HOLE FOR X° 0 C BOLT 9/16" SQ HOLE FOR )" s CARR. ,.BOLT N • • ••• • •• •• • • • • • • • • SUPERIOR TRUSS SYSTEMS; UI4 .: welded steel hanger (steel fy 36kai) • WELDING SHALL BE IN ACCORDANCE WITH AWF. USE WELDING ELECTRODL 9ERIErE17d : • • • 4 • • • • • • 2x6 SYP BLOCKING CUT TO FIT OVER T.C. MAY BE REQUIRED • • 3/16° • FOR 16D DAIt No.4 ( AMER) dr 4A(SPEC /AL) 3/16" HOLE FOR 16D NAIL (Elevation) No 8 (HANGER) (Elevation 6" N N rn Side view (HANGERS No. 4 OR No. 6 Side view (HANGERS No. 8, No. 10 & 12) Of oft_ -- (TYP. ALL Nos) 916°A •• 9/16" SQ HOLE FOR J¢" ja' CARR. BOLT N 3/16° HOLE FOR 16D NAZI. CUT T.C. SQUIRED..,.,. . N 9/16° SQ HOLE FOR ) " 0 CARR BOLT 936°0 Bolts For Uplift (typ) (TYP. ALL Nos.) ••• • • No.6 (HANGER) (Elevation) No.10 (HANGER) • • ••• • • • • • • • • • • • - • • ▪ • ••• • •• • • • • • • •• • • • • • • • • • • 39" • By: Truss Span Longitud de Tramo Top Chord Temporary Lateral Brace (TCTLB) Spacing Espadamiento del Arriostre Temporal de la Cuerda Superior Up to 30' Hasty '30 pies 10' o.c. max. 10 pies maxlmo 30' to 45' 30 a 45 pies 8' o.c. max. 8 pies maxmo 45' to 60' 45 a 60 pies 6' c.c. max. 6 pies maximo 60' to 80'* 60 a 80 pies* 4' o.c. max. 4 pies maximo Material Height (h) Gypsum Board 12' Plywood or OSB 16' Asphalt Shingles 2 bundles Concrete Block 8' Clay Tile 3-4 tiles high Lax, t - t cur . t tit to. 1.1n IT Matilriau r. • :,4-= i: is ••. • r e- l e . ; • • • • • • • • • GENERIi N fl : NOVAS GENERALES Truce are not marked In any way to Identtfy • tos busses °no estan marcados de ningim modo que the frequency or location of temporary bracing. Identifique la frecuenda o localization de los arriostres Follow the recommendations for handling, (bracing) temporales. Use las recomendadones de manejo, Installing an Po bracing Ime trusyes. l l n y anilostre temporal de los trusses. Vea el f4llslu Refer to BC9! 1-03 Gala daBuena Practice pare el Manejo.Instaiadon Connected /1241 T•hss•s for • v este i 'Trusses de Madera Connedados con god d pare mayor information. Drawings may specify locations of Los �bujos dg dlsello de los trusses pueden espeldficar Truss Design permanent bracing Drawings g ay s pec) compression as localizations de los arriostres permanentes en los members. Refer ito tip miembros individuates en oompresidn. Vea la troJa omOmert Sheet - Web Member Permanent d 02 I. BC�I Act esra tog ardostres 12ananentes y refuerzos de log Reinfo Para mayor information. EI rce merit iRf•rmatior• trt}Dr • Irlostres permanents son la nsabilldad del of the Building •more I permanent bra g design It thg it itiblIty • r del Edificio. • were • • • • • • • . • information. • • • • • • Q The consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. El•resultedo de un manejo, instalacion y arriostre inadecuados, puede ser la taiga de la estructura o atin peor, muertos o heridos. Banding and truss plates have sharp edges. Wear ‘11 gloves when handling and safety glasses when cutting banding. Empaques y places de metal tienen bordes afilados. Use guantes y lentes protectores cuando corte los empaques. HANDLING — MAN DO Allow no more than 3" of deflec- tion for every 10' of span. L No permits mas de 3 pulgadas de pandeo por cads 10 pies de tramo. 10 Pick up vertical bundles at the top chord. Levante de la cuerda superior los grupos verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK ® +tw• ur Bundles stored on the ground for one LJ week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por una semana o mas deben ser elevados con bloques a cads 8 o 10 pies. Q For long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen- amiento por mayor tempo, cubra los paquetes pars prevenir aumento de humedad pero permits ventilation. A Use special care in windy weather or near power lines and airports. Check banding prior to moving bundles. ® Do not store unbraced bundles upright. Do not store on uneven ground. Utilice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. Revise los empaques antes de mover los paquetes de trusses. Avoid lateral bending. — Evite la flexion lateral. No almacene verticalmente los trusses sueltos. No aimacene en tierra desigual. HAND ERECTION — LEVANTAMIENTO A MANO I7r Trusses 20' or l less, support at peak. Levante del pico los trusses de 20 pies o menos. Do not lift trusses over 30' by the peak. No levante del plco los trusses de mss de 30 pies. HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS Tagline reader bar Toe in BRACING 1 .4_ Trusses up to 20' - Trusses hasty 20 pies ® Do not walk on unbraced trusses. No camine en trusses sueltos. Tagline Spreader bar 1/2 to I 2/3 truss length — TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Tagline ARRIOSTRE ® Refer to lion and Temporary Bracing for more information. Vea el resemen BCSI -B2 - Instaladon de Trusses y Arriostre Temporal pars mayor information. •. - c urs•• IR3 •'. sicl- I' 71 Locate ground braces for first truss directly LI in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra pare el primer truss diredamente en lines con cads una de las files de arriostres laterales temporales de la cuerda superior. Brace first truss well before erection of additional trusses. 11011111 I I i �ll'I� ®aa ur Trusses 30' or LJ less, support at quarter points. Levante de los cuartos de tramo los trusses de 30 pies o menos. E T'oe -in Locate Spreader bar above or stiflbadc mid - height F Spreader bar 2/3 to 3/4 truss length E Trusses uy to 30' .4„. Trusses haste 30 pies HOISTING — LEVANTAMIENTO r71 Hold each truss in position with the erection equipment until temporary bracing is installed and IJ truss is fastened to the bearing points. Sostenga cads truss en position con la grtia hasty que el arriostre temporal est& instalado y el truss asegurado en los soportes. Greater than 30' Mas de 30 pies Approx. 1/2 _ truss length TRUSSES UP TO 30' TRUSSES HASTA 30 PIES I\I\III%I Math 10' o.c. max. • TRUSSES UP TO AND OVER 60 TRUSSES HASTA Y SOBRE 60 PIES Top Chord Temporary Lateral Bracing ( TCTLB) 1. o � two *VP BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO 2 This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es pare todo trusses excepto trusses de cuerdas paralelas de aMOStre es pare todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR ® Refer to BCSI -B6 Summary Sheet - Gable End Frame Bracing. Vea el resimen BCSI -B6 - Arriostre del truss terminal de un techo a dos agues. •Consult a Professional Engineer for trusses longer than 60'. *Consulte a un ingeniero pars trusses de mas de 60 pies. 2 See SCSI -B2 for TCTLB options. LJ Vea el BCSI -B2 pare las opclones de TCTLB. 2) BOTTOM CHORD — CUERDA INFERIOR Q Set first five trusses with spacer pieces, then add diagonals. Repeat process on groups of four trusses until all trusses are set. Instale los cinch primeros trusses con espacladores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses haste que todos los trusses esten instalados. Lateral braces 2x4x12' length lapped over two trusses. 10' -15 max. Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PIANO DE LOS MIEMBROS SECUNDARIOS 10' -15' max. same spacing as bottom chord lateral bracing Some chord and web members not shown for clarity. DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! L i Diagonal braces every 10 truss spaces (20' max.) Repeat diagonal braces. Repita los arriostres diagonales. Diagonal braces every 10 truss spaces (20' max.) I • • ••• • • • •• BRACING FOR 3x2 AND 4x2 PAOAL CH ISIES • • • • EL ARRIOSTRE PARA TRUSSES k CUBRDIPARALEAAS 31t2 1 Q Refer to BCST -B7 Summary Sheet - Temporary and Permanent Bracing for Parallel Chord T asses for more information. Vea el regimen BCSI -B7 - Amostre temporal y Janente de trusses de cuerdas paralelas pars mayor information. INSTALLING — INSTALACION Q Tolerances for Out -of- Plane. — Toleranclas pare Fuera -de- Plano. r� Length — a- Max. j Bow max. Bow Max. Bow 's Length ' — r""'. ,• Length Q Tolerances for Out -of- Plumb. Tolerandas pars Fuera -de- Plomada. D/5 CONSTRUCTION LOADING — CARGA DE CONSTRUCCION IS Do not proceed with construction until all bracing is securely and properly in place. No proceda con la construction haste que todos los arriostres esten colocados en forma apropiada y segura. ® Do not exceed maximum stack heights. Refer to BCSI -B4 Summary Sheet - Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea el resamen BCSI -B4 Carga de Con c t' para mayor information. ALTERATIONS — ALTERA ZONES IT S Refer to : I -B5 Summa Sheet - ru'. D Vea el Maximum lateral brace spacing 10' o.c. fo 3x2 o< � • 15.. 4 cI • • �lagpr�atbr 1.0 • •ver•r 45 truss • max woof rfo__,rrItttch.:: ^;NIC jj Ian • The end diagonal :4°4: brace for cantilev�rrd trusses must be placed• Lateral brats* • on vertical webl line• bRx12'11ngti. lapped with the support. over two truce. ® Do not overload small groups or single trusses. No sobrecargue pequefios grupos o trusses individuates. D /50 1/4° 1/2° 3/4° 1° 1 -1/4° 1 -1/2° 1 -3/4° 2° D (ft.) 1' 2' 3' 4' 5' 6' 7 z 8' Q Place loads over as many trusses as possible. Coloque las cargas sobre tenths trusses comp sea posible. Position loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No corte, altere o perfore ningiin miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo del disefio del truss. Bow 3/4' 7/8° 1' 1 -1/8° 1 -1/4° 1 -3/8' 1 -1/2° 1 -3/4' 2° Truss Length 12.5' 14.6' 16.7 18.8' 20.8' 22.9' 25.0' 292 233.3' Maximum Stack Height for Materials on Trusses Q Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante Is construction o hen sido alterados sin una autorizadon previa del Fabricante de Trusses, pueden redudr o eliminar la garantia del Fabricante de Trusses. NOTE: The Tress Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (If appltoble) are ca- pable to undertake the work they have agreed to do on a particular protect. The Contractor should seek any required assistance regarding construction pr from a competent party. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put floor and roof trusses into place SAFELY. These recommendations for handling, installing and brackrg wood tosses are based upon the collective ehgrerience of leading technical personnel in the wood truss industry, but must, due to the nature of Contractor. it is not responsibilities invohed, be presented only as a Intended that these recommendations be 4•nµda1 superior � a qualified Building Designer or to any design soh (provided by either Architect, Engineer, the Building Eesigner, the Erection/Installation lation Contractor or otherwise) for handling, bnstaDUg and bracing weed tosser and S does not prelude the use of otter equivalent methods for btadng and providing stability for the walls and nolurnvts as may be determined by the tear Erection/Installation Contracton TMs, the Wood Truss Casn of America and the Mss Plate Institute expressly disdalm any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein. WOOD TRUSS COUNCIL OF AMERICA 6300 Enterprise Lane • Madison, WI 53719 608/2744849 • www.waodwss.com TRUSS PLATE INSTITUTE 218 N. Lee St., Ste. 312 • Alexendlra, VA 22314 703/683 -1010 • www.tpinst.org BIWARN11x17 20050501 RE ROOF TILE COLOR THRU Passed Inspector Comments 2nd time out for inspection and revision is not done , not on job permit. Uplift report is OK, on file in Bldg. Dept. 3/12/07 CG. L Failed . Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until on tvu Inspection Date: 03/12/2007 Inspector: Grande, Claudio Owner: VARONA, BELKIS Job Address: 517 91 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ROCHE ROOFING Building Department Comments Monday, March 12, 2007 60 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 04-115 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060141220 Lot: Phone: (305)220 -7663 Page 1 of 2 RE ROOF TILE COLOR THRU AAR 12z1 Passed 4 2 y I nspector Comments Uplift OK, on file.3 /12/07 CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 03/12/2007 Inspector: Grande, Claudio Owner: VARONA, BELKIS Job Address: 517 91 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: ROCHE ROOFING Buildin De Comments Monday, March 12, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Roof - New Phone Number Parcel Number 1132060141220 Lot: Phone: (305)220 -7663 Page 2 of 2 February 26, 2007 Roche Roofing 7570 Northwest 14 Street Miami, Florida 33126 Project: Dear Sirs; Based on our test results, we conch .. project. meets the test requiremezit out a copy of our test report for your revie Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305 -823 -3300 ROOF TILE UPLIFT TEST REPORT Residential Home 517 Northeast 91 Street Miami Shores, Florida Information provided by client: Permit Number: RF -9 -06 -2266 Date Completion: February 14, 2007 Roofmg Contractor: Roche Roofmg Project Number: 07 -0632 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Monier Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area and (1) in the comer areas were conducted. e in tact ti n c the roof the at the he above -tneot €fined protocol. At r ove referenced hed please find Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation Moh. : d Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 517 Northeast 91 Street Miami Shores, Florida Reileh Engineering Corporation — Project Number - 07 -0632 — Page 2 of 8 Report of TILE UPLIFT TEST for Residential Home 517 Northeast 91 Street Miami Shores, Florida Project Number: 07 -0632 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 07 -0632 — Page 3 of 8 Test N umber 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Test Status Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 07 -0632 — Page 4 of 8 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 07 -0632 — Page 5 of 8 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Test Status Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 07 -0632 — Page 6 of 8 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 I t Status Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 07 -0632 — Page 7 of 8 145 i est 1Vlrnber Test Load b , . Test meatus 35 146 147 148 149 150 151 152 153 154 155 156 157 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 07 -0632 — Page 8 of 8 RE ROOF TILE COLOR THRU MAR 16 2007 )) Passed I ( 6 Inspector Comments CREATED AS REINSPECTION FOR INSP-26032. 2nd time out for inspection and revision is not done, not on job permit. Uplift report is OK, on file in Bldg. Dept. 3/12/07 CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 03/15/2007 Inspector: Grande, Claudio Owner: VARONA, BELKIS Job Address: 517 91 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ROCHE ROOFING Building Department Comments Wednesday, March 14, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: '04.1159 Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060141220 Lot: Phone: (305)220 -7663 Page 1 of 2 Date Tuesday, March 13, 2007 03/13/2007 Credit Card Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: RF -9 -06 -2266 Invoice Number: RF -3 -07 -27811 Applicant: BELKIS VARONA Company Name: Owner Address: 517 NE 91 ST MIAMI, FL 33138 -3152 Job Address: 517 91 Street NE Miami Shores Village, FL 33138- Payment Type Check Number Amount $113.00 Change $0.00 Total Payment: $113.00 Page 1 of 1 BUILDING � J Permit No. PERMIT APPLICATION i MAR 0 7 2007 Master Permit No FBC 2004 /1401 BY: Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) -13e2,1(Ais VgIZO i 9/4 . Phone # Owner's Address 5(7 Ne, ci s'r City ) q S\ u,re./4 State PI ortickc1., Zip 33138 Tenant/Lessee Name Phone # Job Address (where the work is being done) -S 1 ILNE, R I City Miami Shores Village County Miami -Dade Zip 33 / 3 b' FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name e;;0 Contractor's Address 75 70 1J« 9 14- st City a.�...:. State l,e.. Zip 153) 4e Qualifier Name p, .. e G- Phone # 63ctr) . 2 6- 'H"t. State Certificate or Registration No.____00_1,9 q5Z, Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 7 Type of Work: dition DAlteration []New Describe Work: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Fee $ Miami Shores Village Building Department Phone #.boy) o 2otD-74,643 Phone # Square / Linear Footage Of Work: 0 Repair/Replace ❑ Demolition * * * * ** Fees*****4** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee Fee $ Notary $ Training/Education Fee $ Scanning $ a Radon $ Bond $ Code Enforcement $ Double Fee $ ®® �� Structural Review. $ Total Fee Now Due $ ° � i $�ft I See Reverse side` DPBR $ CCF $ CO /CC Technology Fee $ Zoning $ 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) approved and a reinspection fee will be charged Signature er or Agent The foregoing instrument was acknowledged before me this day of Ik et-,20 07, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: APPLICATION APPROVED BY: (Revised 02/08/06) ek #fit*** *dr,t*** sir * *atr4aka *** *****ak******** Sign: Print My Co G�� Signature 9 Contractor The foregoing instrument was acknowledged before me this day of , 20 07 , by 1,A4ZA G. , who is perso kn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: FIRES: March 18, 2010 Bo a Notary Public Underwriters Plans Examiner Engineer Zoning BY:-- 1/2 MAR 0 7 SP CT clp Spacing for Metal Roof Panels Peneneters P IN ter W47i Higth Velocity Htcan. ZOnet proltomi 'looting Permtt ikiplicatlors,F • .• miAmizADE d OUPIIY BUILDINP OEPARTWENT ELECTROfbC APPUCA MIIMMINIMM•111 1 t RE\its iDN1 Clx,a0 of- +ties hipilwv• Roof System litantrfacturoc, Notice of Accoptance Kionbort, t 05 61Inirnum Dasloon Wind ?mama. Applicatio (fro cx RAS 117 ot citvirthwer Pfnu t:ETTIOfintx t . 1r1511 arm 1: FaTig . fia.drrr.arn benign WW1 Prolatcres, (If torn tteePCA Specific arston*9,41 itcoi siva: M "? Roo( mean He:ahtfirre; Ited98 Vrea5A1 oposoes (Tis Atta0ii6ont 14111/A, ttvg- (1.4,rie fltippy) AAernate Tk Allacivnent Method: Sloped System Description D A- AittinatDect Type Page 4 • 7 .J* I . 224 11 opie;in;liobloikeinc. • I 174 CA gAaS is cap ShieiTyptikciitsh;iiper e it us/I:Mg/too ring _pe rTn rirtesecian n_d_3 1=1 141 Par Morn Red Corerinr 1 tit ifueRvi *kw_ c<we6,0 Auctmart moot Vovert, A Ftak pm-y DriP Ede:* Vas I Gausir fatP 26 ga- 43 Dr9 Eke Praia( TI AGahrinized Metal Dry Et* rasa:no* Type: I lYtt 1 *115 4 4 0(.. • Pcoi st-pcier recritir:4 /A :j 1.11 Roofing Work i; to corr,pt■• with the Florida Builciing Code, Master Permit Plass and Specifications 33/2002 24,t IIVAJ49012 oT roaatu PIP CVA PAJL.T! V Chaft, 41A7,7-1: Nib Y�loc Hurricane Zone niform itoofir PermitAppUcatlon form • h L MJ .OA bE OUt4T 1 BUILDING U DEPARTt16EtfT EL fcT RO NIC . APPLICAr)OM Section E (Tile Calculations) For Moment based the systems, chose ether Method I or 2. Compare the values for Mr with the values from PM. V the Mt values art greater than or equal to the Mr values, for each ass of the roof, then the tile attachment method Is acceptable. Method 1 "Moment Based Tile Cotyledons Per RAS 12T to G° - 4 d'a 'This Table must be used in conjunction with a list o moment based tile, o t► �, systems endorsed by the Broward county Board of Rules and t'� re ¢et a • Pape 5 bttpJJ wow. co .aiami- dade.tLudbtdglroofing_pe rmitinesectioot 31tm 3!3/2002 MIAMI�DAD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier. Lifetile, LLC 133NW 20 street Boca Raton, FL 33431 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NSA shall not be valid er a exp iry on edat statedfielow. - Tlu=Miami=Dade County Product Control - Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if. there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date maybe 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 pages 1 through 7. The submitted dbcuiritntatinn was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02 /03 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Low Profile Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Ap plicant Dimensions Specifications Monier Lifetile LLC Villa & Roll Monier Lifeitile LLC Capri Tile Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied En g, Inc. /fir! 1 =16W' PA 112 w= 13" 'A" thick L =17" PA112 W= 12 34" 'A" thick Test Identifier 7161 -03 Appendix III 7161 - - Appendix II PO402 94-060B 94-084 PA 112 Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Wind Turmel Testing PA 108 (Nail -On) Withdrawal Resistance Testing of - - -- -screw vs.- smooth shank nails Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Date Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 2 of 7 Test Aaencv Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engmeermg, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 25 -7094-1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -760 25- 7183 -1 25- 7183 -2 25- 7214 -2 25-7214-6 528454-2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Renort Wind Tunnel Testing PA 108 (Mortar Set) Wind Tunnel Testing PA 108 (Nail -On) Physical Properties PA 112 Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) ❑ Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quiic- -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25 -7804-4 & 5 25- 7848 -6 Aerodynamic Multipliers Date July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1999 March 1995 February 1996 April 1996 December 1996 April 1999 Evaluation Calculations Two Patty Adhesive Set System April 1999 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 7 Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5":12" 6":12" r:12" greater Battens or Direct Deck Monier Lifetile Villa, Roll, and Capri T i l e . . Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck _ _ . 5.57...___6.30_. __._5.48 6.18 5.37 6.05 5.24. 5 90_ _ _ ___5M________51_3_ _ Table 1: Average Weight (W) and Dimensions (I x w Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Villa and Roll Tile 9.1 1.33 1.08 Monier Lifetile Capri Tile 9.51 1.42 1.03 Table 2: Aerodynamic Multipliers - X (ft Tile 7 7l (ft X X (ft3) Profile B Batten Application D Direct Deck Application Monier Lifetite Villa, Roil and Capri Tile 0 0.267 0 0289 LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 42 Data For Attachment Calculations NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for-Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plYwood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Villa, Roll, and Capri Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail • 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 242 10d- Smooth or -Screw - Shank Nail (Eave Clip) 1-9.0 19-0- 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fastens are located a min. of 2'/z from head of t0e. Table 5: Attachment Resistance Expressed as a Moment Mf (ft -b1) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Adhesive 26.1 2 See manufactures component approval for installation requirements. 3 Flexible Products Company iileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5k Attachment Resistance Expressed as a Moment - M1 (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and-Capri- Tile Polyfoam PolyProTM 86.61 45.5' Polyfoam PolyPro 4 Large paddy placement of 54grams of PolyProTM. 5 Medium paddy placement of 24grams of PolyProl". NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 5 of 7 Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft -Ibt) for -Mortar Set Systems Tile Profile The Application Attachment Resistance Monier Liege Villa, Roil, and Capri Tile Mortar Set' 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6. - - Any otherdocuments-required by the - Building Official or applicablebuilding— code in order to properly evaluate the installation of this system. PROFILE DRAWINGS MONIER LIFETILE VILLA CONCRETE ROOF TILE NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 6 of 7 MONIER LIFETILE ROLL CONCRETE ROOF TILE MONIER LIFETILE _CAPRI CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02-1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 7 of 7 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Value of Work For this Permit $ / 8 00/) °= Submittal Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. " 06' 2z & aster Permit No. Electrical Owner's Name (Fee Simple Titleholder) V AY A Phone # ;S . 3 6 07 7 7 Owner's Address q , S� apt. Cit (14k ( j .(M i 5�(otts State LO rt, j a q. Zip 331 3 0 Tenant/Lessee Name Phone # Job Address (where the work is being done) ` 3 1"7 i ). . 9 r s4 6i2£ii.t City Miami Shores Village County Miami -Dade Zip 3'3 3 v FOLIO / PARCEL # Is Building Historically Designated YES NO Plumbing Mechanical Contractor's Company Name 1,•—Q 7 oo f; tic, Phone # 6 220 7 66 M Contractor's Address 7s 70::::, iV L_,,) ( S'r City V• -t,,: State F--1.. Zip 3312 G. Qualifier Name , e . �,a, z ^v..3 Phone # State Certificate or Registration No. 03 95 009 5 Certificate of Competency No. ArchitectlEngineer's Name (if applicable) MOOLv\ 0\4 1* I I Phone # Type of Work: DAddition ['Alteration ['New Describe Work: 1 _ tettP Square / Linear Footage Of Work: 3 6 7 Repair/Replace 011 ail„ LM 0 Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** F ees * * * *, ********** * * * ** ** ** * * * *** * ** * ** ** ****** Permit Fee $ 9 Z s� ✓ CCF $ I'J a CO /CC Notary $ Training/Education Fee $ ` — 60 Technology Fee $ ' 13 Scanning $ 6 Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -> Zoning $ 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 absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged NOTARY PUBLI Sign: Print: My Commission Expires: (Revised 02/08106) a("A As identification and who did take an oath. The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 by , day of , 20 by who is personally known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Signature Sign: Print: My Commission Expires: Contractor APPLICATION APPROVED BY: / 040 Plans Examiner Engineer. Zoning i Section A (General information) Master Permit No Preoeh NO. .0. _ p Contractors Name: Job Address: 'ROCHE i2oo.Fiuc ❑ Low 8bps ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 160 High Velocity Hurricane C Zone Uniform R AppicatIon Form IItIAMI 0� COUNTNTY sutLONto DEPARTMENT NT ILE CTRONIC APPIJCATION ❑ Nov Roof Roof Category ❑ Mechanically Fastened The ❑ Metal PaneVehInglss 5.17 a � Roof Type ❑ Recovering ❑ Repair Are them Oa Vert Stacks located on the roof? ❑ Yes �� If yes, what typo? Roof System Information Steep Sloped area (E. 6_7 . 4 " Total (ft') Section B (Roof Plan) Page 2 - http:// www. co. miami- dade.fl.us/bldg/roofing _permit Page 1 of 1 o6 N • • I � a n .. 3(.67+ 6ketah Roof Plan: Illustrate d levels and section, roof drains, scuppers, overflow scuppers and overflow drains. Include dtmen -ions of sections and level, clearly Identify dimension of elevated pressure zones and baton of parapets. _. —___ Perimeter Width (al: I Comer else (a' ■ a'):' 1!1I I i !HIIIIIIII IIrn I I I lI I 1 ■ ■_ iliiimm!".1.1 Ana■■ ■■ ■■■■■ommil ■■■■■Rill■■■■■ mmom ■ ■m■ ■■ '■M1■■ ■■n■ill1V!•■■wM■■I ∎S i■■■1111■■■■■■■■■■■ ■■ ' r'd"■9 ■p!.u■■I■ ■■•■■ /4■M• I■ZIE■■■■■■■■■■■■■■■ ■AIII1r.+. ,.O .i'mum a ®:: •• ••:::::::C: ■:a iill illiiilliiiiiiii111111111111 iii . V_ ■ ■. ■ ■ ■.._... ■ ■. ■ ■ ■.. ■ ■ ■ ■■ tilli■MM11 ■IV ■J■ ■Eiii ■ ■ ■ ■ ■ ■ ■ ■ ••■ ■ ■ ■ ■ ■ ■ ■ ■ ••■ ■■ � II111111111I111111 ' I .. i ►I. ii n i■■■I•■■■■■■■ I U /= ■i ■: ► i ■!■'Ir.L ..■■■■■■ ■■ ..■■■■■■■■■ ..■■■ 11% : 211 110 a■" 321k111111111111111111 II■��ili ■ ■ ■ ■t Will _ 11 it�ii1111111111111111111111 111 . ■•i l Wl■■■ 11.... ■ ..■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ..■ ■■ • ■■/11i y7I1■ L11I •■■ ■■ ■ ••■■■■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ••■ ■■ • ■W l_ i1■ ■I• ■■■■■�■■•••••••::::: iiii •• ■ii� • ■IilL711•�: \ ■ ■1■ ■ ■ ■ ■ ■i• ■ = " • II_ ■■�I /1.0..1 ■ ■ ■ ■ ■ ■ ••■ 111 ■ ■ ■••••Elfl r i11 ess. ; ; • 7?i■■■■■■■■■■ ■111■rl!1!AA■■■i■■■■■ ■■ ■•�■Immi --- • ■ ■..■.■■■■.■■■.m■ Ilifii' ilLtilal !l'�7LJBI ■ ■ ■■fl] ■■�I■■■®1!1. . • ° ZONING DEPT I OM BLDG DEPT // ;t JRR,)I -CT TO COMPLIANCE tVITH ALL F DERAL c if p ' fi nrimiL AWM Pagel of HIGH VELOCITY HURRICANE ZONES R SECTION 1524 EQUIRED OWNERS NOTIFiCATION FOR ROOFING CONSIiDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthettcs.Wonanshlp: The workmanship provisions of Chapter 15 are for the purpose of providing that the roofing system meets the wind resistance and water Int u o performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic Issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. " v 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing c p � sting roof system), - ......._3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (Le. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. viewed from b y oed Collings: Exposed, open beam ceilings are where the underside of the roof decking can be owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option o maintaining this appearance. 5. Pending Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in tow -lying areas of the roof. Pending can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the fife roofing system d Is removed. roofing Funding condition sho system. be corrected nit y not be evident until the original -VjZ 6. Overflow scuppers wail overloaded from a build up of water. Perimet l walls other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. it may be necessary to Install overflow scuppers in accordance with th Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. ,5 q (s-f . I Act`, Suctei Property Address -> / Date Permit Number - - _ Rev.rr20/2005,4CO ate fllegY 'rte- -- • Contractor's Signature Root saps: (_3 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI_DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPUCATION nr Root Mean Weight fliT6 Ridge Vent bon: WA Method otTUe Attachment w /ADt,ide — sue Alternate Tie Attac Method: Clip Spacing for Metal Root Panels Perimeters: Perimeter YMCA. r/ / Section D (Steep Sloped Roof System) Roof Sys tern Manufacturer: .4"C _._ - Hoke of Acceptance Number: Minimum askn Wind Presauree, M Apptkapr thous RAS 117 of Caku@tion* Pmu 1: F. Pmu 3: _2o.23' +ra : 3:1-20-7-42. 3 Maxima+ aet wind PreseUM% (From ar PCA Sp•tMk eYsierr4 7 475 - # Sloped System Description Deck T,,45 /8' Plywood :1 Alternate DeckTyps tis++tasolorke eerder Scat vs. as.. 4l/T.c. Cap Sleet Type 1. Typs I 4 KIIIFED Root Coverrnp I "AsfaA/ 6 - r iLES RootCoverinp Altadrnent pon A8 -(60: F ait p4Tr Drip Ed sw s G fate 26 ga. Drip Edge meow TIGalvinized Metal J Drip Edge Fassmer Type: � I /e_ .PA ; )5 .: eat, V Page 4 hfpi /wuw.co.m.iami- dale. lLusibidg /rooGng d 3.hhm1 • l Saiyaeat ga. or.etht N/A 4 • , 3/3/2002 H- <ssav,4 S High Velocity Hurricane Zone Uniform Roofing ermit Application MIAMI -DADE COUNTY BUILDING DEPARTMENT E FCTRONIC TION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Com for Mr with the values from Mf. f the Mf values are greater than equ the the Mr values, for each sea of the roof, then the tile attachment method a acceptable. Method 1 "Moment Based 111e Calculations Per RAS 121' P1: ' S . APT .vg: : Md:13 :110A uhrz-67if P2:���cA K P 2:.S,/ K A Mg: Mrt: 20,21 NOA Mf: 0 f - M9: = Mr1 • Zo.2i !OA Mf: IA's Method 2 "Simplified Tile Calculation Per Table Below' Required Mome of Resistance (Mr) From the Table Below; r p . M �" "-- Mr Required Moment Resktance• 'This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 ttpJ /wow.co.raiaini- dadeaus/bldg/roo _permitinB/ tioc_e 3.htm 3/3/2002 MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Mosier Mule, LLC 135 NW 20 Street Boca Raton, FL 33431 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH.1). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the All! (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 AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Mlsslon `S' and Espana?'" Mission Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAOLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date 01/02103 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing High Profile Roofing Tiles I. SCOPE This renews a system using Monier Lifetile Mission 'S' and Espana Mission Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Amnesia Monier Lifetile LLC 1 =16W' Mission's' Tile w =13" /W" thick Monier Lifetile LLC Espana Mission Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Anencv IntIdgagnsc Redland Technologies 7161 -03 Redland Technologies Appendix 8� 7161 -03 Redland Technologies Appendix PO402 11 Redland Technologies Redland Technologies Concrete L= 17" W =12 W' thick 1= varies w = varies varying thickness Test Product #tons Po mind es PA 112 High profile, interlocking, one - piece, 'S' shaped, high - pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail-on, mortar set or adhesive set applications. PA 112 High profile, interlocking, one - piece, 'S' shaped, high-pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. ❑ Letter Dated Aug. 1, 1994 P0631 -01 Teat Name/Report Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Wind Tunnel Testing Dec. 1991 PA 108(Nail -On) Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Wind Tunnel Testing July 1994 PA 108 (Mortar Set) NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Pap 2 of 6 Tat,Ane Professional Service Industries, Inc. The Center for Applied Engineering, inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier IC- 1320 -94 25- 7688 -3 25- 7688 -10 25- 7688 -5 25- 7688 -4 520111 -3 520191 -2 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Tes Name/Renort Physical Properties PA 112 Static Uplift Testing PA 101 (Adhesive Set) PA 101 (Mortar Set) Static Uplift Testing PA 102 (3" Headlap, Nails, Direct Deck, New Conatruction)n Static Uplift Testing PA 102 (4" Headlap, Nails, Clips) Static Uplift Testing PA 101 Aerodynamic Multiplier Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 78041)-8 25- 7804 -4 & 5 25- 7848 -6 a te Feb. 1995 June1996 July 1996 June 1996 June 1996 Dec. 1998 March 1999 March 1999 April 1999 March 1995 February 1996 April 1996 December 1996 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Mitirmun underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlaynient applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 6 Table 4: Attachment Resistance Expressed Moment - M, (ft -lbf) as a for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" pi Mood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Mission's'. Espana Mission Tile 2 -10d Ring Shank Nags 28.8 412 19.4 1 -10d Smooth or Screw Shank Nail 5.1 8.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 _ 20.7 18.1 2 .#8 Screws 432 432 29.8 1 -10d Smooth or Screw Shank Nall (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nag (Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2-10d Smooth or Strew Shank Nails (Eave O2�r) 38.1 38.1 41.8 Table 3: Restoring Moments due to Gravity - M (ft -tbf) Tile Profile 3 ":12" 4 ":12" 5":12" 6 ":12" 7 ":12" gar or Monier Lifeline Mission 'S, Espana Mission Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.77 8.34 7.85 8.20 7.49 8.03 7.30 7.83 7.10 7.82 Table 2: . - , • • r is Multi • tiers -1. fns Tile Profile 7. (ft ` Batten • . iicatian (ft Direct Deck • • cation Monier Llfetge Mission 'S' and Espana ` Mission Tile 0.282 0.284 4. INSTALLATION 4.1 Monier Lifetile Mission 'S' and EspanaT' Mission Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Tile Profile Mir Mtge Mission Espana' Mission Tie Table 1: Average Weight (W) and Dimensions (i x w ) Weight -W nbii Length -i (ft) 9.1 9.79 1.38 1.42 Width - w (ft) 1.08 1.03 NOA Ne.: 02 1205.44 Expiration Date: 12/16/07 Approval Date: 01/02/833 Page 4 oi6 Table 513: Attachment Resistance Expressed as a Moment - Mi(ft-lbf) for Mortar Set Systems Tile Profile The Application Attachment Resistance Monier Lifetile Mission's', Espana Mission Tile Mortar See 24.5 5 Tile -Tile Roof Tile Mortar. Sy stems Minimum Attachment Resistance 28.3 Table 5: Attachment Resistance Expressed as a Moment At (ft -lbf) for Two Patty Adhesive Set Tile Application Tile Profile Mortar Lgetle Mission 1 Espene Make, Tile 1 See man fates component approval for installation requirements. 2 Plextle Products Company TilaSond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Adhesive Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft -lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Mission '3', Espana'" Mission Tile Polyfoem PolyProTM Potyfoam PolyPron' 3 Large paddy placement of 83graine of PolyPro'"". 4 Medium paddy placement of 24grams of PalyProi'. 66.5' 38.7 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement "Miami Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 61.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 02- 1205.04 Eapiradon Date: 12/16/07 Approval Date: 01/02/03 Page 5 of 6 PROFILE DRAWINGS MONIER LIFETILE MissxoN 4 5' CONCRETE ROOF TILE MONIER LIPETILE ESPANA MISSION CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Dates 01/02103 Page 6of6 07/26/2006 11:00 3052851698 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Pelyfoam Product, Inc, 11715 Undreamt Road Tomball, TX 77375 JORGE ZARAGOZI PAGE 01 r p6 - 2266 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGI BUILDING 1411 WEST FLAGI.ER STREET, SUITE 1693 MIAMI. FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 - 291)8 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIWJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AFIJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to rcvokc this acceptance, if it Is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyproo AFf 160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01-0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Accbo. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 07/26/2006 11:00 3052851698 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Prolyprni8 AHI60 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. for the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AR 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Ihimensious Test Specidlcaifppi Polypro® AH160 N/A TAS 101 Foampro® RTF 1000 N/A ProPack® 30 & 100 N/A PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Propertz Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM 1)1622 ASTM D 1621 ASTIvl D 1623 ASTM D 2127 ASTM E 96 ASTM D2126 ASTM D 2856 JORGE ZARAGOZI Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1,61bs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. /Ft • 3.1 Perm / inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10 /11 Approval Date: 04/13/06 Page 2 of 7 PAGE 02 07/26/2006 11:00 3052851698 JORGE ZARAGOZI EVIDENCE SUBMITTED: Test Agencx Test Identifier Test Name/Renort pme Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11-93 12/12/95 Miles Laboratories NB- 589 -631 ASTM 151623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest R arch Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2.1 TAS 101 10/23/98 528454 -9-1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 • 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® Al-1160 shall solely be used with flat, low. & high tile profiles. 3. Minimum underlaymcut shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 10i . 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. /∎ I p : 2: P- MS W NOA, No.: 06. 0201.02 Expiration Date: 05/10/11 Approval Date. 04/13/06 Page 3 of 7 PAGE 03 07/26/2006 11:00 3052851698 JORGE ZARAGOZI INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that ibis uplift resistance values with the use of Polypro® A11160. 2. Polypra® AH160 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determieed in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. PoIyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. S. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® A1f160 shall be applied with Foampro RTP] 000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypi AH160 shall not be exposed permanently to sunlight. & Tiles must be adhered hi freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AHI60 has been dispensed. 9. Polypro® A11160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Bach generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Single Paddy Detail Weight Min. (grams Flat, Low Hi Li Profiles #1 35 High Profile (2 Piece #1 17 /side on cap and Barrel) 34/ an Flat, Low, High Profiles #2 24 — Flat, Low, High Profiles #3 5 wo Paddy Weight per paddy Min. (grams) N/A N/A N/A 8 -- LABELING: AU Polyprog A11160 containers shall comply with the Standard Conditions listed herein_ BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 PAGE 04 07/26/2006 11:00 3052851698 JORGE ZARAGOZI ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5ofI PAGE 05 07/26/2006 ,11:00, 3052851698 JORGE ZARAGOZI ADHESIVE. PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6of PAGE 06 0712612006. 11:00 3052851698 JORGE ZARAGOZI ADHESIVE PLACEMENT DETAIL. 3 .DOUBLE PATTY END OF THIS ACCEPTANCE NOA No.: 06-0201.02 Expiration bate: 05/10/11 Approval Dote: 04 /13/06 Page 7 of 7 PAGE 07 SEP- 13- 2006(WED) 14:36 ROCHE ROOFING (641 NOTICE OF COMMENCEMENT A RECORDED COPY MOST RE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. , TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI-DAD E: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 2. Description of improvement: -oel 1 Interest In property: Name and address of fee simple titleholder: Notary Public Print Notary's Name My commission expires: 1 =142 PACE 121130 YJ Signatur Print Owner's Name_Mat U1,c31�� Sworn to and subscribed before me this?er day of pr)r,1tun filed lit f' ye, (FRx)3055991377 P.002/002 1111111 1111111111 11111 110111111 11111 11E1111 C r6+f 2004R0955724 OR Bk 24881 Ps 1723► C1pt0 RECORDED 07/0 7/2006 11:02 :02 HARVEY RUVIHr CLERK OF COURT MIAMI-DADE COUHTYr FLORIDA LAST PAGE 1. Legal description of property and street/address: 511 toe 9/ 5'f Jr'_'a 3. Owner(s) namo and address: { r ti` A 1 s7 • m t rarer ^3'3. a 3 4. Contractor's name and address: Frr 7 S N tdz Sr. Ohl t1141-71,_ 31 1, S. Mire (Payment bond ctW •1 `f•t.ui {►n : :UUr� i 7 qtr Surety: � Y required by owner from ocntra r � ��? Ear; � rn�l r,r� ►� J r�cvpr or r n►, Name and address: Amount of bond $ ' +arArEs mho S. Lender's name and address: HARVEY Puuu 7. Persons within the state of Florida designated by Owner upon whom notices ar oth documents may be served as . provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 9. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different d .Is Secified) .'+C 2 2r 200'7 Prepared by o.aC...c , 2f}. Address:_ _?o • 0...) 14-.7 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 Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) 0 y tl ANNA- Phone # 79 Owner's Address 5 7 N 0 9/ 5 City / 1/ State Fur/top, Zip -3/5?) Tenant/Lessee Name Phone # Job Address (where the work is being done) 51 N v G I � 51 City Miami Shores Village County Miami -Dade Zip 33/ 3 tb FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name /26)G./6 / ir-7 + c- Contractor's Address 75 7o No City //4-0 / Qualifier Name Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ]Addition Describe Work: -r State p/ ,td t D,A State Certificate or Registration No. Certificate of Competency No. DAlteration Training/Education Fee $ Radon $ 2 - /1 Square / Linear Footage Of Work: * * * * * * * * ** ,�* * * * * * * * * * * * * * * * * * * * * * ** *F * * * ** * ** Submittal Fee $ Permit Fee $ Notary $ Scanning$ ` — Bond $ Code Enforcement $ Structural Review. $ DPBR $ Double Fee $ rgeMEV Jig DEC 2 7 2006 BY:khA.: ...... Permit No. G 36 Master Permit No. j SP off I I S1 Phone # 6'5 220 71A, '3 Zip '33196 Phone # Phone # * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCCF $ CO /CC Technology Fee $ SCE Zoning $ Total Fee Now Due $ Repair/Replace ❑ Demolition .EX JAN 1 ()PAID 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 approve and a reinspection fee will be charged , a X Signature / ., Owner or Agent The foregoing instrument was acknowledged before me this r day of , 20 up , by Vi�f7.61/7 who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: y F +; ,fn% oT 4 1 lI1 Sign: d I f � 1 Print I !s 0 ' ! 1 Print: My Commission Expir My Commission xpues: APPLICATION APPROVED BY: (Revised 02/08106) Signature Contractor The foregoing instrument was acknowledged before me this 3 day of he z , 20 X, by `Pet - u,. Lam? , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner Engineer Zoning HIGH VELOCITY HURRICANE ZONES R SECTION 1524 EQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner nd the contractor. The owner's initial in the adjacent box Indicates that the item has been explained. 1. Aesthetics-Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a considgration with respect to workmanship be addressed as part of the agreement between the owner and the contractor. not part of a zoning code, should 2. Renailing Wood Decks: When replacing roofing, the existing wood roof d In accordance with the current provisions of Chapter do) of he Florida be renailed Code. (The roof deck is usually 16 (High existing g roof system). Zones) of the Fra Building IIYY concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner shouiq notify the occupants of ad units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) In low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Paneling may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system Is removed. Ponding conditions should be corrected. J 6.Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to Install overflow scuppers in accordance with th? Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consid -r additional venting which can result in extending the service life of the roof. Owner's/ .ant's ignature _ CMG Date Contractor's Signature Property Address Permit Number f Im elcuTash a DEC 2 7 2000 u B Y : - - - - -- Ma orPenniN•. El Low elope ❑ Asphalts Shingles ❑ PaecrlptNe BUR -RAS 160 Contractor's Name: ROcHE Q i Low slope roof arse (1L' Roof Category 0 M•ehanlaIN Fastened TIN ❑ Metal PansVahinglos ❑ otMC Roofing Permit Applkatlon Form DII PARTMRNT ELECTRONIC AAPPPUCAT)ON moral Information) Props* Na Job Address: Roof Type ❑ Recovering ❑ R•palr 5.17 JE a d s Page 1 of 1 F 06- 22_66 ❑ Now Roof( roof? ❑ Yea �� R yea, what type ' ? PECTI Are there Gas Vent Stacks located on the Roof System Information ` Steep Sloped area (Rt 1" ' To (R') VOW 4— Section B (Roof Plan) m 500 • I reTIEWIE Y:® adbesNa Set Tlls� 11$ ON E OF Sketch Roof Plan: Illustrate as Woe and station, roof drains, scuppers, overfl w scuppers and overflow drains. Include dbn•nabna of seedon and level, clearly Identity dim•nelon of elevated palm zones and baton of parapets. ... . I Perimeter Width (el:; ii Cem•rNee(a r a'): I -- . Page 2 •- BLDG DEPT ZONING DEPT • e • • • • • •••• 07 vle •• • 1• S sr \ � H ■ ■H ��silf� ■ ■■ . \. H■ ■III � , � � f ••1111111••• :P N�u�■i� fi � L0■■. pisimi 1!! l�SIIII .,ice ii..r - -- -- ■HH■ ■ �h ■ I AWIL 11/41111 ■� - i■■■■H■■ 111iiiuiM 111 ��� r 11 11 1\ �1115`l111 • 1.1 111 ...... !11ii 9 _ 1a1 1 ! i■ �illll� .. .1!119 `•••� 1111 1111111 aL 1 H... _— _ .w rw ....H — ..■■iii ^� ra;w; _T omorialblifil ..1WP SUC;JECT TO COMPLIANCE / ITH ALL F DERAL - http: / /www.co.nuami- dade.fl.us/ bldg /roofing permiting/per u l 1 ldfi ? D nrnufWAW Pageli0 of 1 • • • • • •• • • HIGH VELOCITY HURRICANE ZONES R SECTION 1524 EQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner end the contractor. The owners initial in the adjacent box indicates that the item has been explained. 1. Aesthetics -Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusio performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addr(essed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renaiied in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. he roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner shout q notify the occupants of adjacent units of roofing work to be performed. 4 . Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, , penetrations of the underside of the decking may not be acceptable. The Florida Building therefore roofing nail option of maintaining this appearance. gravidg�s the T ( __•/ 5. Fondling Water: The current roof system and/or deck of the building may not dr'afn Veil and hay . • • . • • • cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indieatk - r Of strtfbtur$1' distress and may require the review of a professional structural engineer. Ponding may sherten the life expectancy and performance of the new roofing system. Ponding conditions may not be evidenttintil the o i a!► • • roofing sy stem Is removed. Ponding conditions should be corrected. • • 5. Overflow scuppers • • • • • overloaded from a build up of water. wails�orr other roof extensions may blo a � i grochar a of • overflow scuppers (wall outlets) are not provided. it may be necessary to install overflow scu a rs in A ccor d g • with ih Florida Building Code, Plumbing. Ppe �tiG iZ. • • ..• •••• • 7. Ventilation: Most roof structures should have some ability to vent natural airflow throilg thie in terior of• • the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may ge beneficial to consider additional venting which can result in extending the service life of the roof. 1 7 E cis4. Rit iS.t Es Property Address � / 0 6 Cate Permit Number __.._ Rev:120/2005,'L'Y3MSetterSen4i 3017atfi9Y cif - --. Contractor's Signature • • • •nr • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI - DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section D (Steep Sloped Roof System) Roof Slope: i 3 Roof Mean Height( -17 Ridge Ventilation: I WA Method *ITN Attachment III /ADt1Erive —SET Memate Tie Attachment Mep,oc- �A Clip Spacing tor Metal Roof Panels Fed: l Perimeters: 1 1 Goners: Perimeter en. ••-• • -. - . M0�� r Roof Sys b Manufacturer: �, mlynufsctu_e ,c- - -- Motto . of Acceptance Rumbef: bz 71;q © I/- Minimum Destgn Wind Pnuame, Applicable (from WAS 127 or Ca utrtlorrk Pmes 1• �,1 T Pmtu 2 _ Q.23 +uiu 3: 3 Maxknum Desrgn W6nd Pressgang, (From fat PCA Sp.c1Ro ttrtlett* 707 .'S* Sloped System Description Page 4 tttpJ /wvAw.co.miami.da,dell.us/h(d Aa d 3.ht l r. Deal Type.I'518 Plywood .±J Alternate Dealt Type; tarefie 1 trier kart Hook Str,p+GSeat pa. or ,rettitt •1 [ 0' ' . Ch elia5.. W T.c... Cap Sheet TyperAdheiyo T • 60 • 144100). Ho' Moro 1 sfi w '5 n - r ii s ' ....' • • • • • r' 9 . .. • • • • • .. Roof Dowering Aaadrnest uethoa: • • • • PoLjPro Alf -(0: F.LUe -1 • • Drip Edge rat t Gaugeir fate 26 O. .1 _ X3 4' .... . ' 1Galvinized Metal J •..': Drip Ease Watt Type: Drip Edge Fastener Type: 1 1 1/4 4 - �S t 15 % 4 "a, 3/3/2002 .• . •. • • .. • • • •. •. • • • • 1 • i. f: • High Velocity Hurricane Zone Uniform Roofing Permit A MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC, Section E (Tile Calculations) For Moment based tale systems, chose either Method 1 or 2. Conipars the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each sea of the roof, then the the attachment method Is acceptable. r.L�� .A��.CH�f. NT�$34'26Uf: :WA p2• Method 1 "Moment Based TUe CakulaBons Per RAS 12r P P � :1iGA �: ((o_ 0 • 93.1 t A�.�; r' � M „:�NOANf; Z :l `77 c A r , M9 :r = Mr1: 20 Method 2 "Simplified Tile Cakulatlon Per Table Below' Required Mome of Resistance (Mr) From the Table Below t4 - Mr Required Moment Resistances ' 'This Table must be used in conjunction with a list of moment based We systems endorsed by the Broward county Board of Rules and Appea}s. Page 5 • • • • • •• • • •••• •• • • • • • • •••• • •• • • s• •• • • • • • •••• • • • • •••• • • • •• • 8/fin8_permitinBJsectioa_e 3.hlm 313/2002 • • • •• • . i • • • • • • • •• •••i•• ••• • • • •••• • • • s• • • • • • • • ' • •• • ••••• • • • : • • • MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AIIJ (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 AlU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Mission 'S' and Espantirm Mission Concrete Roof Tile • • • L A B E L I N G : Each unit shall bear a permanent label with the manufacturcr's name or logo, ce f;;Cta�e and : • • • • • following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted jrjn. • RENEWAL of this NOA shall be considered after a renewal application has been filed and lugs beencag • • change in the applicable building code negatively affecting the performance of this product. •••• • • • TERMINATION of this NOA will occur after the expiration date or if there has been a n revisio or change in d r; materials, use, and/or manufacture of the product or • • • • pr process. Misuse of this NOA as an endor,of any • product, for sales, advertising or any other purposes shall automatically terminate this NOD. Vaildre$o 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 anti follo�eitily the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then if half 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 pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RR.0 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • • • NOA No.: 02- 1205.04 Expiration Date: 12116/07 Approval Data 01/02/03 Page 1 of 6 • • • • • • • • ••••• • • • • • • • • • ROOFING ASSEMBLY APPROVAL Category: Roofing Snb-Category: MO Profile Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Monier Lifetile Mission `S' and Espanaml Mission Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2, PRODUCT DESCRIPTION Manufactured Applicant Dlmen,_, sfens Monier Lifetile LLC 1 =16W' Mission 'S' Tile w= 13" 'A" thick Monier Lifetile LLC Espana Mission Tile Trim Pieces L = 17" W =12 3 / 8 " W' thick I = varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Aaencv Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Test Specifications Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II PO402 Letter Dated Aug. 1, 1994 P0631 -01 Product Description PA 112 High profile, interlocking, one - piece, 'S' shaped, high - pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail-on, mortar set or adhesive set applications. PA 112 High profile, interlocking, one -piece, '5' • shaped, high - pressure extrudedd concrete ropf • • • tile equipped with two nail hd9•FFr direct, . deck or battened nail -on, mortarsetor : • • • • adhesive set applications. • PA 112 Accessory trim, concrete roofppieees for use • • • at hips, rakes, ridges and valley'ttM inationh. . • Manufactured for each tile prdill '(9; • • • • Test Name/Report, Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108(Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) .. •• • • • • • • • • •••• • • • •••• • S. • •••• • Dec. 1991 •••• • Dec. 1991 Sept. 1993 Aug. 1994 July 1994 NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 2 of 6 • • • . • • • • • • • Te4At;tlepev Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied • Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering Inc. Walker Engineering Inc. 3. LIMITATIONS 3.4 3.5 3.6 Test Identifier IC- 1320 -94 Physical Properties Feb.1995 PA 112 25- 7688 -3 Static Uplift Testing June 1996 25- 7688 -10 PA 101 (Adhesive Set) duly 1996 PA 101 (Mortar Set) 25- 7688 -5 Static Uplift Testing June 1996 PA 102 (3" Headlap, Nails, Direct Deck, New Construction)11 25- 7688 -4 Static Uplift Testing June 1996 PA 102 (4" Headlap, Nails, Clips) 520111 -3 Static Uplift Testing Dec. 1998 520191 -2 -1 PA 101 March 1999 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Nstme/Renort Date Aerodynamic Multiplier March 1999 Two Patty Adhesive Set April 1999 System 25 -7183 March 1995 25 -7094 February 1996 April 1996 December 1996 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25 7848 - 6 • . • . • . • • • • Standards listed section 4.1 herein 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 6 .. • • • • • .. .... • • • • 3.1 Fire classification is not part of this acceptance. • 3.2 For mortar or adhesive set tile applications, a static field uplift test shall la' rmed w . ; accordance with RAS 106. • • • • • • 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboraiorytoperform • quarterly test in accordance with TAS 112, appendix `A'. Such testing shall fie subnnitted dg ... • the Building Code Compliance Office for review. • • • • Minimum underlayment shall be in compliance with the applicable Roofing Applications • • Table 4: Attachment Resistance Expressed as a Moment - M, (ft-l$t) • • • • for Nall -On Systems • • • • • Tile Profile Fastener Type Direct Deck (min 15/32" plywood) 28.6 Direct Deck' (min. 19/32 *woo**. ply 412 - : Batten9 • • • • : • ':19.4 -. Monier Lifetile Mission'S'. t span rm Mission ' 2 -lad Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 5.1 6.8 - - 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 _ - - • - : 7.3 1 .#8 Screw 20.7 20.7 18.1 • 2 .#8 Screws 432 432 •' •29.8 - 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 '19.0 • • 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails (Field Clip) 27.0 27.6 38.6 2 -10d Smooth or Screw Shank Nails Eave CI i 38.1 38.1 41.8 Table 3: Restorin Moments due to G ; - M. ft-lb Tile Profile 3":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" greater or Monier Lifetlis Mission's', Espana Mission Tile Battens Direct Deck Battens Direct Deck ' Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.77 8.34 7.85 8.20 7.49 8.03 7.30 7.83 7.10 7.92 Table 2: Aerodynamic Multipliers - 7t (ft") Tile (ft Batten Application 0262 { Direct Deck Application 0.284 Monier LOedie Mission 'S' and Espana`' Mission Tile 4. INSTALLATION 4.1 Monier Lifetile Mission `S' and Espana"' Mission Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Monier Lifetile Mission '8' Espana`' Mission Tile Weight -W (ibt) Length -i (ft) Width -w (ft) 9.1 9.79 1.38 1.42 1.08 1.03 NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 of 6 • • • • V • • • • • • • • .. • • • .. • • • • • • .. • .. • • .. • • • • • Table 5: Attachment Resistance Expressed as a Moment Mf (ft-ibf) for Two Patty Adhesive Set teems Tile Profile Tile Application Minimum Attachment Resistance Monier Lif tale Mission 'S', Espana Mission Tile Adhesive 28.3 9 See manufactures component approval for installation requirements. 2 Pm:ibis Products Company TileBond Average weight per patty 10.7 grams. Poiyfoam Product nc. Average weight Per May 8 grams. Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft -ibf) for Mortar Set Systems Tile Profile Tile Profile - Tile Application Attachment Resistance Potyfoam PotyPro TM Monier Lifetile Mission 'S', Espana Mission Tile Mortar Set 24.5 3 Lame paddy placement of 63grams of PolyProm. 5 Tile -Tam Roof Tile Mortar. • Table 5k Attachment Resistance Expressed as a Moment - Mf (ft ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Wattle Mission 'S', Espana Mission Tile Potyfoam PotyPro TM 88.5 Polyfoam PoiyPro''u 38.r 3 Lame paddy placement of 63grams of PolyProm. 4 Medium paddy placement of 24grams of PoiyPnio. .•• • 5. LABELING • • • • •' All tiles shall bear the imprint or identifiable marking of the manufacturees gr, logo, or • • following statement "Miami -Dade County Product Control Approved ". • • • • •. • • • • • • • •••• • •• 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the follgwij t 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable loading code in order to properly evaluate the installation of this system. • • • • • • • •• • S. • NOA No.: 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 5 of 6 ... • •• •• • •... • • •••• • • • •••• • • • • • PROFILE DRAWINGS MONIER LIFETILE MISSION'S' CONCRETE ROOF TILE END OF THIS ACCEPTANCE -318' MONIER LIFETILE ESPANATM MISSION CONCRETE ROOF TILE • • • • • .• • • •... •• • • • • • • • •••• • •• • • •• •• • • .. • • • • • S. • ••• • • • • • • • • • • • • • • • • • •••• • • • • • •••• • • • • • •• • •••• • • • • • NOA No„ 02- 1205.04 Expiration Date: 12/16/07 Approval Date: 01 /02/03 Page 6 of 6 07/26/2006 11:00 3052851698 BUILDING CODE COMPLIANCE MICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (N0A) Polyfoam Products, !fat. 11715 Boudreaux Road Tomball, TX 77375 JORGE ZARAGOZI PAGE 01 MIAMWDADE COUNTY, FLORIDA METRQ -DADS FI,.AG1,.F,R BUILDING 140 WEST FLAGLER STREET, SUITE 1610 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product • Review Committee to be used in Miami bade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA, Shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AILJ (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 AIIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determiner! by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyprota4 AH160 • • RENEWAL of this NOA shall be considered after a renewal application has been filed and ther has no : • • • • change in the applicable building code negatively affecting the performance of this product. 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 renews NOA No.01 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Accbo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 • .. • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision gf eltitz a in tie • • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsemedt ell•any • • • product, for sales, advertising or any other purposes shall automatically terminate this NOA. Paihfre e4 mply • • • • 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, Plorida,' and followed. ". the expiration date may be displayed in advertising literature. If any portion of the NOA is disply bed in it shall' " be done in its entirety. • • • • 07/26/2006 11:00 3052851698 JORGE ZARAGOZI ROOFING ASSEMBLY APPROVAL: Category: Rooing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AR 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Speeiticatlonts Polypro® AH160 N/A TAS 101 Foamproo® RTF 1000 N/A ProPack®30 & 100 N/A PRODUCTS MANUFACTURED BY OTHERS" Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NCIA which • list moment resistance values with the use of Polypro A11160 roof tile adhesive. •.. • • PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM .E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results • • .. 1.6 lbs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise • . • 0.08 Lbs. /Ft •..• • 3.1 Perm / inch +0.07% Volume Change cc -40° F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% • • .. •• • • • • • Note: The physical properties listed above are presented as typical average values as determined by accepted ASTIVJ test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 0S/10/1i Approval Date: 04 /13/06 Page 2 of 7 PAGE 02 • .. • • • .. ... • • • .. • 0000 • • 000 . • • • .. • 07/26/2006 11:00 3052851698 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report D ate Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 0i- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109-6 520109 -7 • • 520191 -1 TAS 101 • 0;/07 • 520109 -2 -1. • • • • • • • • • • • •• • LIMITATIONS: •••• • • •••• 1. Fire classification is not part of this acceptance. Refor•to the Prepared Roof Tile Assemhly,f r„tre rating. • • 2. Polypro(al AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum nnderlaymot►t shall be in compliance with the Roofing Application Standard .1 ' 12). 4. Roof Tile manufactures acquiring acceptance for the use of 1'olyprog Al-Ti 60 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI- STICK roof tile adhesive with their tile assemblies shall t t in accordance with TAS 101 with section 10.4 as modified herein. / p : W 2 : F, =t • MS JORGE ZARAGOZI • • • • • • NOA, No.: 0641201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 3 of 7 PAGE 03 • • • • • •• ••• • • • • • • • • • •• •••• • - ••.• • • •..• • • • S. • • 07/26/2006 11:00 3052851698 Plat, Low, HO Profiles High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low fligh Profiles Tile Profile JORGE ZARAGOZI INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meat or exceed the uplift resistance determined In compliance with Miami -Dade County Roofing Application. Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Pmduets Inc. shall supply a list of approved applicators to the authority having jurisdiction. S. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AMIl60 shall be applied with Foampro RTP1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypra® AH160 has been dispensed 9. Polypro® A.BBI60 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Bach generic tile profile requires the specific placement noted herein. 41 . • • 4141 • • Table 1: Adhesive Placement Ir+or Each Generic Tile Profile Placement Single Paddy Detail Weight Min. (grams #1 35 #1 17 /side on cap and 34 /pan #2 24 - #3 4141 Two Paddy WAsight per paddy 1.1dzt►.. • (grams) . 4141 N/A • • .. N /A. 41 • • • N/A 8 LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein_ BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building cede in order to properly evaluate the installation of this system. NOA, No.: 06- 0201.02 Expiration Date: 05/10/1I Approval Dote: 04/13/06 Page 4 of PAGE 04 • • 0. • •• • • .0 0 . • •. • .0. • •. . . 00 • • 41414141 .000 • .. 0 0 • 07/26/2006 11:00 3052851698 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY JORGE ZARAGOZI PAGE 05 eomaeont: Rooprihoolve extol, 4ltanphamweap nka Nett bough pl ccemeet i Ent nun ally; geohildhettia ammo, 1)PUae bomb adhesive 10 aline ITtofe 11P�e0d26°kr mama Went m Ittm with de mo PplhhappilseIko Tel In. pranemalde�al ar u2 � lhenlmmll*6ma, Ilr NaD emsugh pings eer vDt NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5aF7 • • • • • • •• • • • •• • • • • • • *ON • • • • ••• • •• Po • • •• uplte+let • • • 646106169 • • • ettemo}Dle • • • • • • • a•• • • . — 41 -- , •• • •••• • • • • • 07/26/2006 11:00 3052851698 JORGE ZARAGOZI ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY PAGE 06 NOA No.: 06- 0201.92 Expiration Date; 05/10/11 Approval Data 04/13/06 Page 6 of 7 • • • • • • • • • 00 • .0 • 0 . • • • . • .. • • • • • • • .... • .0 ... • • • • • .. .0 0• • . • • • . 0000 • • • 0000 0 • • • • .. • 0000 0 . • .. 07/26/2006 11:00 3052851698 JORGE ZARAGOZI ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE PAGE 07 NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 • • • • .. 00 • .0 • .. • • .• .0. • • • .. .. .. 00 • • .. • • 0000 • • • • 0000 • .. 0• • 0000 • .. • • • • • . • • • .. • 0000 .. 0. • • • • • RE -ROOF EXISTING HOUSE 6/1(7 Passed Inspector Comments UP LIFT REPORT OK, IN FILE CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -35985 Permit Number: RF- 1 -3072 Inspection Date: 10/09/2007 Inspector. Grande, Claudio Owner: VARONA, BELKIS Job Address: 517 91 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ROCHE ROOFING Building Department Comments Friday, October 5, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)7564972 C,f•• Block: 99o4 11S9 Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060141220 Lot: Phone: (305)220 -7663 Page 1 of 2 Issue Date: 1/3/2007 Owner's Name: BELKIS VARONA Permit Type: Roof Work Classification: Roof - New Job Address: 517 91 Street NE Additional Information Miami Shores Village, FL Contractor(s) ROCHE ROOFING Phone (305)220 -7663 Primary Contractor Yes Type of Work: Re -Roof Classification: Residential Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $6.00 Education Surcharge $2.00 Permit Fee - New Roof $250.00 Scanning Fee $12.00 Technology Fee $7.50 Total: $277.50 Invoice Number R F - 1 - 07 - 27149 Total: Amt Due $277.50 Amt Paid Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 07/02/2007 Permit Status: APPROVED Permit Number: RF -12-06 -3072 Phone: Parcel #: 1132060141220 Block: Lot: Section: PB: Total Square Feet: 2500 Total Valuation: $ 10,000.00 Required Inspections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county . AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES . BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) - D P A O \) f CON) A. Phone # 30 5 - 7 (o Z Coq 38 Owner's Address S (T OS. Ct. l 6+ , - FreE0 City (AM(( 5i(Q'OS State - RQ<l.tciI. Tenant/Lessee Name Job Address (where the work is being done) 5 1 . s. s4 . (MO City Miami Shores Village County Miami -Dade Zip 33 (3 2 Is Building Historically Designated YES NO X Contractor's Company Name 4,/,-/„,, Li// Contractor's Address Z;),.5 S' 2;toLs" 6 City ///At/ � .5� / / y State . /C7 Qualifier ��'/f6'C. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Zip 3 3 l b ? Phone # Permit No. R9 . 014 -/ l 5 CJ Master Permit No. Mechanical Roofing Phone # / — Zip State Certificate or Registration No. l J ' 3 Certificate of Competency No. Architect/Engineer's Name (if applicable) lover . CA wl f) Phone # 3 O3 75 2.312 $ Value of Work For this Permit / 4O0 ° Type of Work: Addition DAlteration ONew 0 Repair/Replace 0 Demolition R° 01110N p(�s a►ti Describe Work: NIE- 3) B 444, avo * * * * * * * * * * * * * * * * * * * * * * * * * * * *F , , ** ********* ******* *** ***** Submittal Fee $ Permit Fee $ / CCF $ f ' ZO CO /CC Notary $ Training/Education Fee $ G . 4- Technology Fee $ 4. G3 Scanning $ 3.00 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ ‚ q 0 23 (Continued on opposite side) Square Footage Of Work: 6 1 15 c • F. NOTARY PUBLIC: Print: eDCC" 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 ° v 7 Signature Owner or A nt Co tractor The foregoing instrument was acknowledged before me this Pfie foregoing instrument was acknowledged be `'re me this C- day of 2005 by iny■ \) C bbo— , day of `StAn� , 20 00*y who is perso known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: ....fly Print: My Commission Expires: 41Y P1;., Irene Aruca „,� * * * * * * ** *+v *:ai9d�GCAh4AdlSlt5/14114 *:x* • MY COMMISSION # DD14566* I ; October 1, 2006 • r , October 2006 "' AP �t� , BONDED THRU TROY FAIN INSU' - CE, INC •.F ...•` BONDED THRU TROY FAIN INSURANCE, INC � F to BONDED THRU TROY FAIN INSURANCE, INC �k*** qc**** �k�k�k�k�h�k�k�k�k�k�k�k�k�ksk�k�k�k�k�k *�k�kak'k *** " APPLICATION APPROVED BY: Chc 05/13/03 My Commission Expires: ka* * * * * * * ** * * * * * ** MYCOMMISSION# 00145664 S October 1, 2006 * * * * * * * * * * * * * * * ** ********** * ** * ******* ******** *** * ******** —Z 1 Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/27/2005 Applicant: BELKIS VARONA Owner: VARONA BELKIS JOB ADDRESS: 517 NE 91 ST Contractor CENTERLINE PLUMBING INC. Contractor's Address: 1255 DOVE AVE Local Phone: 954- 214 -4916 Parcel # 1132060141220 Signed: (INSPECTOR) Plumbing Permit Permit Number: PL2005 -228 Page 1 of 1 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 9 & 10 BLK 58 LOT SIZE 100.000 X Fees: Description Amount FEE2005 -10196 Building Fee $185.00 FEE2005 -10197 CCF $1.20 FEE2005 -10198 Training and Education Fee $0.40 FEE2005 -10199 Technology Fee $4.63 FEE2005 -10200 Scanning Fee $3.00 Total Fees: $194.23 Total Fees: $194.23 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 1/17/2006 Construction Value: $1,400.00 Work: PLUMBING NEW BATHROOM ADDITION JUL 2 8 PAID e- : ezts, In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Scheduled Inspection Date: November 02, 2009 Inspector: Devaney, Michael Owner: VARONA, BELKIS & DANNY Job Address: 517 NE 91 Street Miami Shores, FL 33138- Project: <NONE> Contractor: E & C ELECTRICAL SERVICE INC Building Department Comments October 30, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 hp 9 ,ry�y I - 1 1 59 Inspection Number: INSP- 127852 Permit Number: EL2005 -252 For Inspections please call: (305)762 -4949 Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132060141220 Phone: 305 -525 -1701 ELECTRICAL WORK ONE BEDROOM ADDITION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 9 of 18 BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department Roofing Owner's Name (Fee Simple Titleholder) " d LA \J $N./Z-0 Phone # 30 7 G Z G q -C) Owner's Address E t'7 10 r _ 01 City MI IM I S yGNC s state F l.oict 4 A Zip 33 3 8 Tenant/Lessee Name Phone # Permit Type (circle): Building City '••=- Plumbing Mechanical KrE. gtsi SfrE+ Permit No.. EP -. Q Li -II J q Master Permit No. Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip 33 13 b Is Building Historically Designated YES NO Contractor's Company Name LEa1Z /L V E Phone # Contractor's Address /7 3/ O / a7 - -r Cit Alm-i'7 / State Pi- Zip Qualifier J556 .#1/2W1 0 Architect/Engineer's Name (if a p p l i c a b l e ) P VI-LC ! AtAAPBEI I Phone # '306 ' 7 9 z 3 i Architect/Engineer's Address 37 3 14..% a12 1 M 1 A k t S 1 -(0 ,1 1X,$ State i Ovii cl A $ Value of Work For this Permit , S -7 5 400 /us — M lfl 'c o 1 s Number of: Bays Stories Families Bedrooms 1 Type of Work: ®Addition ['Alteration ❑New Describe Work: ON JE 4 2VOM RDO al t1 C4 LAC A C. "AAJci' Gil A tot. 11 EX44 , i '. +hro Permit Fee $ % ® e Zip 33 13 Square Footage Of Work: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: 305 756.8972 s -ems - / O D / 3 LI s. Baths 3 ❑ Repair/Replace • ❑ Demolition on C o .k 01.5 L tel Ih" -'-9 j C� i 1 ** **************************F ees ****************************** * * * ** * **** *,r*** * ***** F ees *, ** * * ***** * **** *** *** ** *, **** County Escrow Fee $ ` 6 Education/Training Fee $ Tech $ 3 . 75 Scanning $ Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ Total Fee Now Due $ L57 ' 55 Notary $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address a; 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 CONDMONERS, 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 appro and a reinspection fee will be charged. Signature 0 , er or Agent Contractor The foregoing instrument was acknowledged before me this _- h The foregoing instrument was acknowledged before me this k. ,20 by S e. Q %. day of who is personally known to me or who has roduced P who is personally known to me or who has produced as identification and who did take an oath. chc7t7 /03 NOTARY PUBLIC: Sign:. 0_1 o .._. Print - w o c �,-- My Coa Expires: Arum My Commission Expirey '�• Irene r* Irene Aruc `1Gf�'(`2IbIl�fS3�lt1' e ttmai6g'"�10 as *: !> : ,r_ MIYCOMMISSION# DD145664 a EXPIRES inking*" x # *, ** r *�t * * * *�r�r�r�r�r * * *,��r *,ter *�r *,r�r * *� * * * * *,� art *,r' ** ** ***'stable ,eng* ** �• —�- o� -' October 1, 2006 ( Certificate of Competency Holder) ' it,t ''• •, BONDED THRU TROY FAIN INSURANCE, INC. State Certificate or Registration No. Certificate of Competency No. ********* 4 ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** =r+ ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** �.t APPLICATION APPROVED BY: As identification and who did take an oath. Signature e-,3 p2.0 NOTARY PUBLIC: Sign: Print - `r�tt�e� c•K.ir BONDED THRU TROY FAIN FNSURANCE, l`. ' , .. 5— Plans Examiner Engineer Zoning QUANt I'ITY E & C ELECTRICAL SERVICE INC. 19631 CYPRESS CT. EAST MIAMI FL 33015 -8126 786 - 302 -1175 BILL TO: DANNY AND BELKIS VARONA 517 N,E. 91ST STREET MIAMI SHORES, FL 33138 PROJECT PROPOSAL FOR RESIDENCE OF DANNY AND BELKIS VARONA 517 N.E. 91ST STREET MIAMI SHORES, FL 33138 NEW ONE (1)BEDROOM THREE (3) BATH ADDITION ELECTRICAL WORK TO INCLUDE OUTLETS AND LIGHTING FIXTURES NEW AC DISCONNECT NEW WATER HEATER DISCONNECT LABOR ONLY FLAT FEE PLEASE BE ADVISED THAT THIS IS AS PER APPROVED SET OF PLANS PROVIDED BY CUSTOMER. ALL WORK SHALL BE DONE IN ACCORDANCE TO CURRENT NATIONAL CODE. THIS PROPOSAL IS FOR LABOR ONLY, ALL UL APPROVED MATERLAL SHALL BE PROVIDED BY CUSTOMER, Qp7i JOSE BARROW STATE LICENSED ELECTRICAL CONTRACTOR DESCRIPTION P.O. NUMBER TERMS RATE 5875.00 TOTAL DATE INVOICE # 07/29/2005 007811 PROJECT AMOUNT $875.00 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/27/2005 Applicant: BELKIS Owner: VARONA JOB ADDRESS: 517 NE 91 Contractor E & C ELECTRICAL SERVICE INC Local Phone: 305 - 525 -1701 Parcel # 1132060141220 Permit Status: APPROVED Permit Expiration: 1/17/2006 Construction Value: Work: ELECTRICAL WORK ONE BEDROOM ADDITION Signed: (INSPECTOR) Electrical Permit Permit Number: EL2005 -252 VARONA BELKIS ST Contractor's Address: 19631 CYPRESS CT E Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 9 & 10 $875.00 p,JG 01 PAID Page 1 of 1 BLK 58 LOT SIZE 100.000 X Fees: FEE2005 -10209 FEE2005 -10210 FEE2005 -10211 FEE2005 -10212 FEE2005 -10213 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $150.00 $0.60 $0.20 $3.75 $3.00 $157.55 Total Fees: $157.55 Total Receipts: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 4101 X 64. Nts BUILDING PERMIT APPLICATION FBC 2004 Tenant/Lessee Name State Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) 04.-) IrbikKlS U AY O'.4 Phone # 3 o 5 Owner's Address 5 t7 , t - q 1ST City M140 Sic et.ES T-Coni do. E -MAIL: D VARO►JA C Co/tit. c 1-. rJ Is Building Historically Designated YES NO X Contractor's Company Name 77 S &a (f C. Okylvv Phone # ®f - 32 of -7 S q Contractor's Address 5 ®1 1ST S1 S u' 1:14. D Cit Mir Yls1 1 State l Qualifier Name T6'jj 7ER.6 Z. Value of Work For this Permit $ 3500.0 0 Submittal Fee $ Notary $ Scanning $ t' Bond $ Structural Review. $ 5 VI r . E. q 1st sti DPBR $ MF 2 1 2O' CK lou County Miami -Dade Zip 33138 Permit No. MGO6 q151 Master Permit No. 8(j' 2004 —11 51 Zip . 6313 8 Phone # State Certificate or Registration No.CA 1 ? ( 4 cF 4PZ E -MAIL: Al 1 NSC Ai RS€l?vjcs ,1! v'1 Architect/Engineer's Name (if applicable) (M( C Pk 1 i3>=1 t Phone # Certificate of Competency No. Square / Linear Footage Of Work: ['Alteration ❑New ❑ Repair /Replace (,) Obf #1"."11- ${P ZOO -lisq 2ao *x *xx *xx xxxxx * *x xx xx xxxxxxxxxxxx F x * * * Permit Fee $ 1, SD `�`� c-/ CCF $ O ° Training /Education Fee $ (no Radon $ Code 1 Double Fee $ zip 33 1! 3 Phone # 305 791;73 CO /CC Technology Fee $ 3 15 Zoning $ Total Fee Now Due $ 33G (3 109 - See Reverse side —> '" MAR 1 3 2108 BY: - ' ❑ Demolition 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatu Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by , day of who is personally known to me or who has produced who • As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Kxw Ww Y. *xx xx xrxxx* * ****WWW W W xxx xx x xxxxxxx xxtt APPLICATION APPROVED BY: (Revised 02 /08/06) The foregoin NOTARY PUBLIC: Sign: Print: My Commission Expi Y. xxxx$.'xxxxxxx xx xxxx xx*x xx xx xiCxxxx*t %K ent was ackno before me this /62 20 di(, by e or who has produced as identification and who did take an oath. s ■ _ s EDNRE$GO III C�sNltlon Egi�llou s. COirIrtoe • OD Mean xx Plans Examiner Engineer Zoning ,soil Lf 37- - 0 d ■ Miami, FI Ph: (305) 798 -7383 Ph: (305) 796 -9399 Licensed & Insured r Customer: Seller Approval• alesperson. Nur a► L Illllllilmo VISA Local Permits and Licenses Equipment Foundation Wiring from Building Panel to Unit Wiring of Control System New Electrical Service INSTALLATION SCHEDULE We will be ready to begin installation approximately by 33/30 SERVICE CO. Date PROPOSAL & CONTRACT � ^^ N^ t 3 a -Wre i l ' A e a r 4444 Home Phone ?c' ' 3 - C 77 43us. Phone. Address- City /1/ i` ij1Si sej State _EL_ Zip ,..,)/.31 SYSTEM EQUIPMENT AND TYPE OF MATERIAL USED: E 1 g t J � f o, 0 7 / )4... Tot) e) Ltol +h 1)U 1 oriC Fo Abb f Iovv UNIT v SUPPLIES y� SEER REMARKS: ❑ KITCHEN ❑ DINING ROOM ❑ RETURN Job Price $ Tax$ Rebate $ JOB TOTAL $ ©6.00 ❑ BATHROOM ❑ FLORIDA ROOM 0 WATER PUMP ❑ LIVING ROOM ❑ BEDROOM ❑ ADDITION ❑ FAMILY ROOM ❑ DEN 0 NOTE: Owner Purchaser Acceptance Drain Lines Refrigerant Lines Cutting Holes Bathroom Exhaust Others Customer: WHITE Accounting: CANARY Air Conditioning • Sales • Services • Installation io Contract Expiration Date. Date: Installation Date: Inspection Number: INSP -77806 Scheduled Inspection Date: April 29, 2010 Inspector: Perez, JanPierre Owner: VARONA, BELKIS & DANNY Job Address: 517 NE 91 Street Project <NONE> Contractor: NEW SERVICE COMPANY Building Department Comments Passed Failed Correction Needed Re- Inspection Fee Miami Shores, FL 33138- No Additional Inspections can be scheduled until re-Inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 OP2004- Ii Q Permit Number: MC- 3- 08451 Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: New A/C System Phone Number Parcel Number 1132060141220 Phone: (305)324-754_ Inspector Comments PLEASE CALL HOME OWNER TO SET UP TIME FOR THE INSPECTION DANNY VARONA 305.336.0777 April 28, 2010 For Inspections please call: (305)762 -4949 Page 21 of 22 Inspection Date: 03/11/2008 Inspector: Levrock, James Owner: VARONA, BELKIS & DANNY Job Address: 517 91 Street NE Project: <NONE> Contractor: A LEAGUE CONTRACTORS, INC. Building Department Comments Monday, March 10, 2008 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number ................... ................... l Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Septic Parcel Number 1132060141220 Lot: Phone: 305 - 256 -0306 Page 2 of 2 Tat Passed , Insp ct ■ - FINAL: , ;, Comments S-APPROVAL IN FILE Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 03/11/2008 Inspector: Levrock, James Owner: VARONA, BELKIS & DANNY Job Address: 517 91 Street NE Project: <NONE> Contractor: A LEAGUE CONTRACTORS, INC. Building Department Comments Monday, March 10, 2008 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number ................... ................... l Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Septic Parcel Number 1132060141220 Lot: Phone: 305 - 256 -0306 Page 2 of 2 TANK INSTALLATION [01] TANK SIZE [1] [2] [02] TANK MATERIAL [03] OUTLET DEVICE [04] MULTI - CHAMBERED [Y / N ] [05] OUTLET FILTER [06] LEGEND [07] WATERTIGHT [08] LEVEL [09] DEPTH TO LID 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 1 [26] REPLACEMENT MATERIAL EXPLANATION OF VIOLATIONS / REMARKS: [ ] CONSTRUCTION [ APPROVED/DISAPPROVED] ' FINAL SYSTEM [APPROVED/DISAPPROVED]: DH 4016 (Page 2), 10197 (Previous Editions May Be Used) Stock Number. 5744 - 002 - 4016 -4 PL v 7 -196 =tRMIT NO ATE PAID: Z-E PAID: ECEIPT #: ;MUST BE CORRECTED. RFACE WATER FT [28] DITCHES FT [29] PRIVATE WELLS FT [30] PUBLIC WELLS FT [31] IRRIGATION WELLS FT [32] POTABLE WATER LINES FT [33] BUILDING FOUNDATION FT [34] PROPERTY LINES FT [35] OTHER FT 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 —/ PT 1: Applicant PT 2: Installer /Contractor PT 3: Building Department CHD DATE: CHD DATE: Page 2 of 3 BUILDING PERMIT APPLICATION �7 FBC 2004 Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building .Historically Designated YES Contractor's Company Name 4 f fsJ. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ / � o 0 3 Type of Work: Describe Work: Scanning $ Bond $ a/2�1 itAV 67? .sl - P 9 sr 9� l Submittal Fee $ Permit Fee $ Notary $ Training /Education Fee $ L IO Radon $ Structural Review. $ Code Enforcement $ Miami Shores Village a g Department Buildin � 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 MZMM Tel: (305) 795.2204 Fax: (305) 756.8972 07 JUL 127 ----- - - - - -m Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) .QA)/c I ' wood & Phone # Owner's Address City ,4' c 07 1 State Zip Tenant/Lessee Name E -MAIL: sn 5t County Miami -Dade NO Contractor's Address 92/ f .'t) Vd fr . c . , fe 32 City /a// ,ty Qualifier Name ['Addition ❑Alteration ['New . ' qt c O.F. DPBR $ Permit No. — 14 aster Permit No.. Phone # vt C ` Phone # ,?o f 237 f^ 2 Z State G/ ° Zip Phone # 3o 5 - 2 ccQ..3 State Certificate or Registration No. Certificate of Competency No. E -MAIL: Phone # Square / Linear Footage Of Work: Zip Q Repair /Replace ❑ Demolition aY drxxxkxxxsY&xx*oc * *xaYdc aYxk*xxe:d:9:x********'t F ee$ a4l cah** **4eeke ;3exo:at****x &atxxeYxxxxxxx *x* ****x &x& CCF $ 1 IC) CO /CC Technology Fee $. (6 1 S Zoning $ Double Fee $ dg637 Total Fee Now Due $ � ��►�� See Reverse side - > `` (.401R\ Bonding Company's Name (if applicable) Bonding Company's Address City State 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: [ certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. " Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20_,by , day of ,20,by who is personally known to me or who has produced p who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ***wwwwwweYx4r9F******w* ***w *aYaF** ' **w APPLICATION APPROVED BY: (Revised 02/08/06) Zip NOTARY PUBLIC: w *** ************* * ** *** **wwwwww**** ******* *********** ***** * ******* I � ►.1 1/3 a 7 Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical ' Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ` 1 � ': Y\fl JO con Phone # Owner's ddress 5n V E. 41 Cit l fit..\ State Tenant/Lessee Name Contractor's Company Name Contractor's Address ! C City 14 Qualifier Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: Additio Describe Work: Submittal Fee $ Notary $ Scanning $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Job Address (where the work is being done) City Miami Shores Villa e Is Building Historically Designated YES County - - Miami -Dade NO Alte ation Training/Education Fee $ Zip Master Permit No Phone # .Permit No. .,8t s - 9 Zip State Certificate or Registration No. Certificate of Competency No. ['New Phone # Square Footage Of Work: ❑ Repair/Replace ❑ Demolition ****************************F Permit Fee $ CCF $ CO /CC Technology Fee $ Radon $ Zoning Bond $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S 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 brochur 71 be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commence nt ust be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the a senje of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature * * * * * * * * * * ** * *9t**ir Jt* ** ir*** ahJ ttkirak********** ir*** * ** *** * **** *,fr**** * * * * **** • APPLICATION APPROVED BY: Chc 05/13/03 tractor The foregoin instrument was acknowledged before this ( day of i► 20 C) o is personally kn MY COMMISSION # DD 428255 ireseUPIFIES: May11, 2009 t it 1_,fe NOTARY PUBLI Si Print: My Co e or who has produced tificat d who did take an oath. Plans Examiner Engineer Zoning CONSTRUCTION PERMIT FOR: [ X ]New System [ ]Existing System [ ]Holding Tank [ ]Repair [ ]Abandonment [ ]Temporary APPLICANT: Varona, Belkis & Danny AGENT: SM890867, Suarez Guillermo PROPERTY STREET ADDRESS: 517 NE 91 St Miami FL 33138 LOT: 9 BLOCK: 58 PROPERTY ID #: 11 - 3206 - 014 - 1220 SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ]Gallons SEPTIC TANK A [ 0 ]Gallons N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY K [ 0 ]GALLONS DOSING TANK CAPACITY [ 0 D [ 429 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ 0 ]SQUARE FEET SYSTEM A TYPE SYSTEM: [ Y ]STANDARD [ N ]FILLED I CONFIGURATION: [ N ]TRENCH [ Y ]BED N F I E L D LOCATION TO BENCHMARK: C/L of NE 91 Street El.:8.68'NGVD ELEVATION OF PROPOSED SYSTEM SITE [ 4.8 ] [ INCHES ] [ BELOW]BENCHMARK /REFERENCE BOTTOM OF DRAINFIELD TO BE [ 34.8 ] [ INCHES ] [ BELOW]BENCHMARK /REFERENCE FILL REQUIRED: [ 0.0 ]INCHES EXCAVATION REQUIRED: [ 72.0 ] INCHES OTHER REMARKS: 1.- Install 900 gal. category -3 septic tank equipped with an approved filter. 2. -The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with sec. 64E- 6.013(3)(f), FAC. 3.- Install 429 sf of drainfield in bed configuration. 4.- Install 42" of slightly limited soil @ the bottom of drainfield. 5.- Perimeter of excavation area shall be at least 2 ft. wider and longer than the proposed absortion bed. 6.- Invert elevation of drainfield to be no'less than 7.08' NGVD. 7.- Bottom of drainfield elevation to be no less than 6.58' NGVD. This permit is the renewal of DOH 04- 3737 -N. SPECIFI TIONS BY: 0. , PED APPROVED STATE OF FLORA) DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT TITLE: - . Pedro TITLE: Dade CHD DATE ISSUED: 9/12/06 EXPIRATION DATE: 3/12/08 DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744 - 001 - 4016 -0) [ostds cons 4016 -11 III CENTRAX #: 13 -SG -30228 DATE PAID: FEE PAID : $ RECEIPT . OSTDSNBR : 06 [ ] Innovative Other [ NA ] SUBDIVISION: Miami Shores Sec 2 [Section /Township /Range /Parcel No.] [OR TAX ID NUMBER] MULTI - CHAMBERED /IN SERIES: [Y ] MULTI - CHAMBERED /IN SERIES: [Y ] ]GALLONS @ [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] [ N ]MOUND [ N ] [ N ] POINT POINT Perri 1 r f 9 Danny / Belkis Varona BP2004 -1159 517 N.E. 91 Street Miami Shores, Florida 33138 May 12, 2009 Norman Bruhn Building Official / Director Miami Shores Village 10050 N.E. Second Avenue Miami Shores, Florida 33138 -2382 Dear: Mr. Bruhn Per our conversation on the afternoon of May 12 2009, I hereby formally request the Forty five (45) day extension that was offered on above referenced building permits, for the addition being constructed at my residence of 517 N.E. 91 Street. This extension period will allow sufficient time to finalize Electrical as well as Plumbing. The remaining finals will be completed in less than ninety (90) days. Sincerely, D nriy V ona Ti MAY 1 u 2009 pij Danny / Belkis Varona BP2004 -1159 517 N.E. 91 Street Miami Shores, Florida 33138 May 12, 2009 Norman Bruhn Building Official / Director Miami Shores Village 10050 N.E. Second Avenue Miami Shores, Florida 33138 -2382 Dear: Mr. Bruhn Per our conversation on the afternoon of May 12 2009, I hereby formally request the Forty five (45) day extension that was offered on above referenced building permits, for the addition being constructed at my residence of 517 N.E. 91 Street. This extension period will allow sufficient time to finalize Electrical as well as Plumbing. The remaining finals will be completed in less than ninety (90) days. Sincerely, Danny V -a ona D MC MIME MAY 1 2009 gi Y: - -- -- As fa-r ae) -e)Jeiric( i)1AQ r-ry Ic9 4/24/2009 To: Current Owner 517 NE 91 Street Miami Shores , FL 33138 -3152 Permit: BP2004 -1159 Address: 517 NE 91 Street Miami Shores FL33138 -3152 Date Expired: February 24, 2009 Type: Addition Date of Last Inspection:08 /28/08 Dear Sir or Madam, Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of tlr Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed . " Please be advised that open permits will hinder your ability to refinance or sell this property Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, .94 fy a ;;yyy� 04 cion to a rn (CBO); < - Building Director Norman Bruhn Building Director Monday, April 27, 2009 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 E -mail: BruhnNaMiamiShoresVillaae.com Our records indicate that your property has a permit that has expired without obtaining the required inspections. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or lithe work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performeal:. " In an effort to assist in the process of renewing this permit Miami Shores will waive the renewal fees for this permit if it is renewed by May 15, 2009. Be advised that an expired permit can hinder your ability to sell or refinance your property. After May 15, 2009 the Building Department will initiate a code enforcement case to help resolve this matter. Thank you for your prompt assistance in this matter. Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/26/2005 Applicant: BELKIS Owner: VARONA JOB ADDRESS: 517 Contractor Local Phone: Parcel # 1132060141220 NE 91 Building Permit Permit Number: BP2005 -1080 VARONA BELKIS ST Contractor's Address: Legal Description: MIAMI SHORES SEC 2 PB 10 - 37 LOTS 9 & 10 Permit Status: APPROVED Permit Expiration: 1/17/2006 Construction Value: $420.00 Work: SHUTTERS Page 1 of 1 Fees: FEE2005 -10190 FEE2005 -10191 FEE2005 -10192 FEE2005 -10193 FEE2005 -10194 FEE2005 -10195 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $310.00 $0.60 $5.00 $0.20 $7.75 $3.00 $326.55 Total Fees: $326.55 Total Receipts: $0.00 coo 'At 28 PAID BLK 58 LOT SIZE 100.000 X Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 20 City: !M IA(A-(i S 1)4 Gat S Value of Work for this Perm Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Tenant/Lessee Name: Phone #: Email: RO iJ A CQ cA sl k)f t JOB ADDRESS: 5 1'7 •�• 1 S�2£� Permit No. l ?0O 6 -1080 Master Permit No. B 200L1 - / /Et/ Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): to U K) to Phone #: 305 - 3 3 6 0 7 7 7 Address: JT' 1 r7 Al• f • 9 1 Si d2Etfi State: F X021 iP lk Zip: 33 13 8 City: Miami Shores County: Miami Dade Zip: 33 I 8. Folio/Parcel #: Is the Building Historically Designated: Yes NO 'IC Flood Zone: CONTRACTOR: Company Name: 11/-3 1`L \ 1 t l7 t Phone #: 305 3 (37 Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Square/Linear Footage of Work: Type of Work: ❑Addr ' iteration New ❑Repair/Replace UDemolition Description of Wo 1 ` cij 0 . F .-- ' el-0 d U Cf PZU Li A L Q n.) , ,4 '.1... 0 Ai t oiJ +-vi N C IN °CJQ 2S , CD/J1.. to CO ROOF TILE IS REQUIRED acknowledged by: Submittal ee $ Permit Fee $ ' S CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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. Owner or Agent The foreg . ing in trument as ac . wledged before this day of , 20 4 , by 1' who is personally known it .ne n Signature NOT 'I PUBLIC: Sign: Print: My Commission Expires: APPROVED BY r who has pro uced As identification and who did take an oath. (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: F e . / t) /'( `�o� $ Plans Examiner Zoning Sign: Print: My Commission Expires: Structural Review Clerk MIAMHDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION �� NOTICE OF ACCEPTANCE (NOA) Town & Country Industries, Inc. 400 West McNab Road Ft. Lauderdale, Florida 33309 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 08 -351, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezevich, P.E. on September 03, 2008 bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA sh.:Ike considered after a renewal application has been filed and there has been no change in the applicable buff ,! . T de negatively affecting the performance of this product. TERMINATION of t . ' qi. occur after the expiration date or if there has been a revision or change in the materials, use, an f the product or process. Misuse of this NOA as an endorsement of any product, for s lv z�� `_ any other purposes shall automatically terminate this NOA. Failure to comply with any s�_ shall be cause for termination and removal of NOA. p y AD ' y T he NOA number preceded by the words Miami -Dade County, Florida, and followed by th e -'. irat y be displayed in advertising literature. If any portion of the NOA is displayed, then it shall ety. : A copy of this entire NOA shall be provid.tiathe user b )be available for inspection at the job site at the requestof�tli 13ui�u This* OA revises NOA # 05- 0713.03 & consists of this�ag .feeevicknCe su • approval document mentioned above. The submitted documentation was reviewed by He W131) • 110 WEST FLAGLER STREET, SUITE 1603 • • • ,' . . • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinacodeonline.com the rnnam facturer or its distributors glJf'fg;ial. t..ldl4ages E -1 and E -2 as well as • • • NOA No. 09 -0114.05 • on Date: 11/16/2010 • proval Date: 04 /01/2009 Page 1 Town & Country Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. A. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 0809.03 DRAWINGS: 1. Drawing Number 00 -159, titled " 0.050" Aluminum Storm Panel", sheets 1 through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October 26, 2000, signed and sealed by V. J. Knezevich, P.E. B. TESTS: 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 00 -028 dated 06/28/2000, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 07/12/2000, pages 1 through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. 2. Comparative Analysis, dated 10/26/2000, pages 1 through 3, prepared by Knezevich & Associates, Inc., signed by V. .I. Knezevich, P.E. D. MATERIAL CERTIFICATION: 1. Mill Certified Inspection Report of coils, for Aluminum Alloy 3004-H34 by Jupiter Aluminum Corp. with physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories, Report No. CTL- 592F dated 06/26/2000, for Aluminum Alloy, signed and sealed by Ramsh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03- 0421.13 A. DRAWINGS 1. Drawing No. 03 -259, titled " 0.050" Aluminum Storm Panel ' , sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code • • •.••••. e lmy . Makar, P.E., M.S. Product Control Examiner • • • • • • • • Con$ligncf Offi ;e. E -1 • • • • • • • • • • • •• •• "• •:' NOA No. 09 -0114.05 • :Expiration Date: 11/16/2010 •. • • • • • ▪ ' to" A i$roval Date: 04/01/2009 • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • •• • • Town & Country Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 0713.03 A. DRAWINGS 1. Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton- Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 39 pages, prepared by Thornton - Tomasetti Group, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSOURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1, None. 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08 -351, titled " 0.050" Aluminum Storm Panel '; sheets 1 through 6 of 6, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezevich, P.E., on September 03, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated September 09, 2008, 19 pages, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezevich, P.E., on September 03, 2008. D. QUALITY ASSOURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS • "' • • 1. None. "'' .:'. • •• ••• • .• • • • • • • • • • • • • .. • • E -2 /9 y A. Maker, P.E., M.S. .. ... • Anoduct Control Examiner :. • • • : NOA No. 09- 0114.05 • • • • • • • • ti on Date: 11/16/2010 • • Approval Date: 04 /01/2009 .. • • .. .. ... • • • • ••• • • • • • • • • • • • • • ... • • • • .. .. • • • . 0 0 0150 • • • 00 0 • • 1.05" (TYP.I LABEL LOCATION 2 .. 1.01" SEE NOTE No. 13 1. 7' 12.00" COVERAGE 14.375" O STORM PANEL SCALE : 3" = l' - 0" PULL PANEL PLAN NEW 2 EXTERIOR SIDE N.T.S. 1.05" MIN TYP. 1.17" 2 SEE NOTE "1 N". 13 I I 6.000" COVERAGE 1, 8.332" 1a HALF STORM PANEL SCALE : 3" = 1• -0" GENERAL NOTES 1. THESE PRODUCT EVALUATION DOCUMENTS REPRESENT A SHUTTER SYSTEM DESIGNED AND TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 2. THIS SHUTTER SYSTEM HAS BEEN TESTED FOR LARGE MISSILE IMPACT RESISTANCE IN CONFORMANCE WITH THE SBCCI STANDARD SSTD 12 -99 AND FOR UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH ASTM E330 -02. REFERENCED TEST REPORTS CONSTRUCTION TESTING CORPORATION (C.T.C.), TEST REPORT No's. 97 -063, 98 -009, 98 -010, 98 -011, 98 -014, 99 -044, 00 -041, 00 -022, 01 -037 AND 02 -012. 3. AN ALLOWABLE STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 4. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. 5. USE OF THESE PRODUCT EVALUATION DOCUMENTS ARE PREPARED BY THE PRODUCT ENGINEER AND ARE GENERIC. THEY DO NOT INCLUDE INFORMATION PREPARED FOR A SPECIFIC SITE. 0.040 ", 0.050" & 0.060" ALUMINUM STORM PANELS STUD DIRECTION MAY BE REVERSED "• 0.090" (TYP.) O °• TRACK SCALE : HALF SIZE .440" 188• (LAMM 3 ALLOY) WASHERED WING NUT (WWN) SCALE : HALF SIZE 062" 2.250 o : VI N ▪ 094" n o c m ▪ 0 ..0 62 1' .062' m' 2 2.030" °h° HEADER SCALE : 3" = 1' -0" ..125" TYP. 0 094" X Q J Z 375" 3 IP HEADER SCALE : 3" = 1' -0" 1.525" } .375" R • 0.090" (TYP.) 1 7 2.00'" J /LEG DIRECTION IS OPTIONAL O °P ANGLE - TRACK SCALE : HALF SIZE 6. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 7. THESE PRODUCT EVALUATION DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THE EXISTING STRUCTURE IS CAPABLE OF SUPPORTING THE SUPERIMPOSED LOADS. 8. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED. I..B. 9. WHEN THE SITE CONDITIONS DEVIATE FROM THESE PRODUCT EVALUATION DOCUMENTS, SITE DOCUMENTS SHALL UME PREPARED DULY LICENSED AND REGISTERED ENGINEER OR SS S. SAID DOCUMENTS BEAR THE HE DATE. SIGNATURE EMBOSSED D SEAL EAL OF OF THE DELEGATED G ENGINEER FOR ENGINEER O OR ARCHITECT AND D SHALL BE E SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW. 10. WHERE COMPLIANCE WITH SSTD 12 -99 IS REQUIRED, PANELS SHALL BE PERMANENTLY c ry LABELED WITH A MINIMUM OF ONE LABEL PER OPENING OR THE MANUFACTURER 1 AND INSTALLER SHALL PROVIDE A CERTIFICATE OF COMPLIANCE. WHERE LABELS ARE USED, THE LABEL SHALL READ AS FOLLOWS: TOWN 8 COUNTRY W WSTRIES O FORT LAUDERDALE, FL 9 11. ALL SCREWS BOLTS AND WASHERS SHALL BE 2024 -T4 ALUMINUM ALLOY STAINLESS STEEL OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI, U.O.N. 12. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS g g DICTATE. MAY BE MOUNTED HORIZONTALLY PANELS AYOUNTEA ZNDAECT IF C- TRACK, BUILD -OUT F -4 4 IIIIIIIIII0 TRACK. TRACK, M ' ANGLE, BE M STUD ANGLE ORI O T MOUNTED IS USED. 13. STORM PANELS SHALL BE ALUMINUM ALLOY WITH THE FOLLOWING METALa $ a . THICKNESS: 0.040'(3004.834) 0.000" 30044(341 � m d 1111I O j14. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. ; III HANDLE STYLE & 6 r IV ' LOCATION OPTIONAL g g SIDEWALK / I N BOLT W/ P CUT CORNERS OF THE BOTTOM MOUNT NUT (TYP.) PULL -IN PANEL TO CLEAR TYP CAL VERTICAL ADJACENT PANELS T OF P MOUNT ELEVATION 563 "0 PULL PANEL ELEVATION N.T.S. N.T.S. 2.250" 094" .0 2.000" 375" .655" 00 00 50' 8083 - STEEL LUM) KEYHOLE WASHER ‘- D : HALF SIZE W DTH UNLIMITED HA WEE INSIDE PERP. TO PANEL SPAN TYP. SECT ONS 090" 060" 1.00" MIN. .632" 5.00" MAX. SYM j STUD ANGLE ANGLE O C - TRACK SCALE : 3" = 1' -0" SCALE : 3" = 1• -0" SCALE : HALF SIZE 376" .376" .190 .190' 315" R O BUILD - OUT °U° HEADER SCALE : 3" = 1' -0" 090" 1/8" MAX HURRICANE PROTECTION O BUILD- oUTMOUNT PLAN VIEW C - TRACK SCALE : HALF SIZE TOP MOUNT 1/8" MAX WALL / DIRECT MOUNT ALUM. ANGLE CLOSURE PIECE S© 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. s v 1/2" MIN OVERLA 1 0 Os Tn c °'° 121wEE 73 • ►U.I 5J - ;off" • V - T .215" m •• • ••• WW . o I I . 31 � •••• .R i• } I P I 377" Ti • • "it ' O BU F TRACK • i • SALE : H/•LF SIZE • • 1 •••• • •• m •••'O = • 1/8" MAX. ¢ gg •• •• • •• �m�E••oo Lam • 3t fff���!l1111 • • � E ° o • *N• ` 1 EXISTING CONCRETE HOLLOW CONCRETE WOOD FRAMING (TYP. 1/4"0 FASTENER C"1 24" O.C. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR ALUM. ANGLE CLOSURE PIECE SQ 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. IN- O STUD ANGLE SCALE : 3" = 1• -0" 1.375" MIN. 3.385" MAX .092" (TYP, • • • •• • 1 -1/2" MIN. O TRAP MOUNT TYPICAL CLOSURE DETAILS (FLAN) SCALE: 1 -1/2" = (' -0" 1/4 -20 MACHINE SCREW (STUD DIRECTION MAY-. BE REVERSED) 6 •••• 9 C' • ••41• • � o Fi i 1/8" MAX. EMB EMB 77" • 1/4" 0 FASTENE * 10.� [024" 0.C. SEE A >' -o t SCHEDULE FOR ACCEPTABLE AN; ? aaS a • • • • • • • • • • • •OPTION 1 ENGINEER MAY DETERMINE ACCEPTABLE BUILD OUT WHILE MAINTANING NON- POROUS CONDITIONS. •OPTION 2 5 -1/8" CLEARANCE TO GLASS OR DOOR REQUIRED, UNLESS SIDE CLOSURES ARE PROVIDED, THEN, NO SEPARATION FROM GLASS REQUIRED. GLASS OR DOOR Ba MAY BE RE z O H6 a C m ~w z ao #14 TEK SCREW OR 1/4 -20 MACHINE SCREW 8. NUT @ 12" O.C. r GLASS OR i7 m DOOR o- PENETRATION OR EMBED. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING CONCRETE, SPACING HOLLOW CONCRETE BLOCK OR W000 1/2" MA CEILING /FLOOR MOUNT SECTION SCALE : 3" = 1' -0" BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0 SHORT LEG MAY BE RIVERSED TOWARDS THE OPENING 1/4" MAX C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4 20 x 3/4" MACHINE SCREW (TYP.) EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF PENETRATION STRUCTURE) OR EMBED ,- C2 CONNECTION TYPE BUILD OUT OPTIONAL MOUNTING EXTRUSIONS 1/4 -20 x 3/4" MACHINE SCREW GLASS OR DOOR FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 2 "x2 "O CONT. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING z KF Ww W Q O a 0.040 ", 0.050" & 0.060" ALUMINUM STORM PANELS 1/2" 3a N— 0 01 CONNECT( TYPE w 0 1 /2" HEADER ONLY HEADER OR SILL GLASS OR DOOR O WALL MOUNT SECTION SCALE : 3" = 1' -0" C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" AX Xw Q m EQ �— �r 2 � n EXISTING CONCRETE, pp NETRATION HOLLOW CONCRETE BLOCK OR W0gA EMBED. FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2" 1/4" hlAX. ASTENER @ 6" O.L OR @ 12" O.C. ,BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY WITH KEYHOLE WASHER. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE WASHER C1 CONNECTION TYPE REFERENCE ANCHOR • • • SCHEDULE FOR MAX. SPACING • • PENETRATION OR EMBED. (THIS DETAIL MAY BE USED AT TOP AND BOTTOM) O CEILING/FLOOR MOUNT SECTION WALL MOUNT SECTION SCALE! 3" = 1' -0" O SCALE : 3" = 1' -0" GLASS OR DOOR 01 CONNECTION TYPE REFERENCE ANCHOR YP.' SCHEDULE FOR MAX. °.d "00muer,SPACING B 9 , U 6OW/ 1/4 -20 x 3/4" /. MACHINE SCREW W/ .675" x .675" x . 125" V m SQUARE SCREW HEAD c :.111 m 1I >< `I' l l€ w Lm � � g Q � vH z . z • • �y • a; • • �� r � �]]]] o�• •••• • FO• • III see • u,4••• •••• ••• • • WALL MOUNT SECTION • • • F • • • SCALE : 3" = 1' -0" • • • EXISTING CONCRETE. HOLLOW CONCRETE BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) PENETRATION C1 CONNECTION TYPE OR EMBED. REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING i-- USE © W/ 1/4 -20 x 3/4" MACHINE SCREW W/ .675" x .675" x .125" SQUARE SCREW HEAD 11 —GLASS OR DOOR WALL MOUNT SECTION VLi J SCALE : 3" = 1' -0" •-• • •••• •• • /4 -21 3/4" • • • MACHINE•5�(e 1 • • • m i• • •7 C7 CONNECTI �� • REFERENCE ANTITOR • •• � Z i 7; •• D SCHEDULE FOR MAR. • • • • "• -- • • g•i *j :• • i• $'',a • •••• • • mi C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5 g. r" 5 2 m c °..« 'J ' P0eyjch 4 PAGE 2of6 THREE 1/4 "0x MIN. 4" LONG WOOD LAG SCREWS @ 24" 0.C. MAX. WITH 1 -3/4" EMBEDMENT INTO WOOD MEMBER 014x 3/4" TEK SCREW @ 12" O.C. BETWEEN TRUSSES 0 EMBEDMENT 2" x 5" x 1/8" x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE. HOLLOW CONCRETE BLOCK OR WOOD FRAMING. O CEILING MOUNT / BUILD OUT SECTION SCALE: 3" = 1' - 0" 1/4 -20 S.S. BOLT & BOLT & WINGNU @ 24" O.C. (TYP. 20 GAGE STEEL BENT PLATE OR 2" x 2" x 1/8" 6063 -T6 ALUM. BENT PLATE 1/4 -20 S.S. BOLT Sr B01.7 & WINGNUT @ 24" O.C. (TYP.) EXISTING BAY WINDOW 1/4 -20 S.S. BOLT & WINGNUT OR 1/4 -20 SS STUDS W/ WINGNUT (01 12" 0.C. ITYP.) MAX 1" OVERLAP 1- 1/2 "1 -1/2" FRAMING MEMBER BY OTHERS L _ J ( TYPICAL CORNER CLOSURE DETAILS (PLAN) SCALE: 1 -1/2" = 1' -0" WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE EXISTING STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. EXISTING GLAZIN 0 EMBEDMEN TWO 1/4 "0x MIN. 4" LONG STAINLESS STEEL z WOOD LAG SCREWS @ 24" 0.C. MAX. WITH 1 -3/4" MIN, EMBEDMEN IN CENTER OF STUDS WINDOW 90° TO 135° MAX. BEND 1" MIN. ERLAP @ CLOSUR (TYP.) 0.040 °, 0.050" & 0.060" ALUMINUM STORM PANELS EE MIN. STOR PANEL SEP. FRO GLASS TABLE 2 ®TYP. 1/2" PLYWOOD Z £ O £ 2" x 6" P.T. CONT W000 BLOCKIN 0 O CEILING/BUILD -OUT MOUNT SECTION L SCALE: 3" = 1' - 0" 1/4 -20 MACHINE SCREW AND NUT @ 12" O.C. MAX. 5" LONG HANDLE RIVETED TO PANEL 1 "x3 "x1 /8" MAX. CONTINUOUS 6063 -T6 ALUM. ALLOY ANGLE MAX. PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE 1/4 -20 x 1" MACHINE SCREW STUD WITH WASHERED WINGNUT @ MAX. 'I 12" 0.C. (CONNECTS 036" BARE METAL THICKNESS TO ADJACENT PANEL) STEEL CONFORMING TO ASTM A 653, WALL MOUNTED GRADE 33 (SD), G 60 GALVANIZED 5" x 2" x 1/8" x CONT. COATING. OR .063" 3004 -H34 STUDDED ANGLE ALUMINUM ALLOY BENT PLATE. (SEE SECTION T) O OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. 5 CONNECTION TYPE USE 1/4" W000 LAG SCREW OR 1/4" ELCO - MALE /FEMALE PANELMATE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CONT. 3" x OR 4" x WOOD FRAMING REQUIRED —1/4" MAX. EMBEDMEN =1/4" MAX. 1/4 "0x MIN. 2 -1/2" LONG STAINLESS STEEL WOOD LAG SCREW @ 12" O.C. W/ 1 -3/4" EMBEDMENT INTO WOOD BLOCKING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN 2 -1/2" x 1 -1/4" WIDE NOTCHES (TYP. BOTH SIDES) EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING WOOD FRAMIN O RE RENCE ' NCE ANCHOR £ SCHEDULE f0R MAX M O BUILD - OUT/FL ORMOUNTSE • SCALE: 3" = 1' - 0" • • EXISTING L CONCRETE BLOCK (MAX PANEL HEIGHT =T -P 8 MAX DESIGN LOAD 72.06P.S.F.) © INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1' -0" BET NOTE: THESE DETAILS DEPICT THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "h" HEADER OR "U" HEADER TOP MOUNT. TWO 1/4"0x MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS M 24" 0.C. MAX. WITH 1 -3/4' MIN. EMBEDMENT INTO EXISTING STUDS 1" x 4" x 1/8" CONT. ALUM. TUBE 014 x 3/4" TEK SCREW @ 9" O.C. 1/4" MAX ••■• • •i! o m ► 3/8 "0 HOLE FOR m FASTENING PANE a . °"° €5 og •••• Ji •• • • • • • • • •• „•••°51 r • •• =P00: I • .•:/••• ►til ^ mil - Wif - ▪ r• • • 4" MAX, • i 1 "• 1. I • ••1) I• I •YT• I• • ... • 1 1 1 PAGE 3 of 6 ••• .• • ••• • • r• ANCHOR SCHEDULE ` FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS SHORTER EDGE DISTANCES LONGER EDGE DISTANCES LOAD (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. o ANCHOR TYPE DG TAP MAX. (SEE NOTE 1) (SEE NOTE 1) NOTE 1) (SEE NOTE 1) � IBC (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE SEE NOTE 3) (SEE NOTE 3) SEE NOTE 3) SEE NOTE 3) (SEE NOTE 3) SEE NOTE 3) (SEE NOTE 3 SEE NOTE 3) 1) C1 C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 C5 Cl C2 C3 C4 CS : 11IUUIIIIIIIIIIIIIIIIU1111111111> 33.0 18 18 13 12 12 18 18 7 7 18 18 5 5 19 18 4 4 4 18 18 18 18 18 18 18 18 16 16 18 18 13 12 11 18 18 11 9 9 44.2 18 18 10 9 9 18 18 5 5 18 18 4 3 18 16 3 3 3 18 18 18 18 18 18 18 14 12 12 18 18 10 9 8 18 18 9 1 7 1/4 ITW 'CON W/ 1 - 3/4" • 472 18 18 9 8 8 18 18 5 5 18 18 8 3 3 28 16 3 3 3 "' 18 18 18 18 L3 11 11 18 18 9 8 8 18 18 9 9 7 N. EMBEDMENT 64.0 18 18 7 6 6 18 IS 4 3 3 18 16 3 9 9 18 16 9 3 18 17 15 14 18 18 9 8 8 18 18 9 8 7 18 18 9 8 " 7 3 18 16 3 3 3 18 16 3 3 3 18 18 13 18 9 8 7 18 18 9 8 7 18 18 9 1 7 33.0 18 18 28 18 18 18 12 11 10 18 18 9 8 18 18 7 IS 18 18 18 18 18 18 La 16 15 18 28 13 11 18 18 11 1 •91 i�1�i \ \I(N11�1Nii� \1(1��. 4 4.2 00 e 18 16 '4 14 - 18 18 9 8 8 18 6 18 CO I 14 6 ^ ' ~' 18 18 18 18 18 18 18 14 12 11 18 !6 10 8 ~ 18 15 9 8 7 3 47.2 18 15 13 13 18 18 8 7 7 18 17 6 5 18 14 6 . 18 18 18 18 18 18 18 13 11 10 18 18 9 8 18 15 9 1 7 ELCO ULTRACON WITH 1/410 64.0 18 18 11 10 9 18 18 6 5 5 18 14 6 5 5 18 14 6 5 5 18 18 17 14 14 18 18 9 8 8 18 15 9 8 7 18 15 9 8 M W/ 4• MIN. EMBEDMENT 80.0 18 18 9 8 7 18 14 6 5 5 18 14 6 5 5 18 1 6 5 5 28 18 13 11 11 18 15 9 8 7 18 15 9 8 7 18 15 9 71 •7• � 33.0 / 18 18 28 18 16 19 18 18 16 16 26 18 13 12 11 38 18 ii • 9 • 44.2 18 18 18 18 18 18 18 14 12 12 18 18 10 9 18 17 9 8 7 472 18 18 18 18 18 18 18 13 11 11 18 18 9 8 8 18 17 9 1: • 7 • V 0 / FEMALE 'PANE MALE I I/ ALE /' MIN. EMBED. � ////� " --- / //// A Or f8 18 17 25 14 18 18 9 8 8 18 17 S 8 7 18 17 9 8> 7 81/4 ONE SCREW WITH NUT / 18 38 IS 12 11 IS 17 9 8 7 18 17 9 8 7 18 17 91, 7 18 11 10 10 17 3 3 18 18 18 16 12 Q 18 8 7 7 19 18 18 14 31 10 1 w POWERS ZAMAC _ 'Z 47.2 18 18 8 7 7 12 12 ° ~ 00 ° % *s 18 18 19 11 21 15 ° ° 21 IO ° ~ 10 = ° NAI L - IN W/ 1 - 1/9" MIN. EMBEDMENT 64.0 15 15 6 5 5 9 8 18 18 10 8 8 11 10 8 10 80.0 12 12 4 4 4 8 6 3/// 8 6 9 2 2 8 6 3/ 15 15 8 6 6 10 8 5 4 4 10 8 5 4 4 1 8 5 4 4 33.0 18 18 18 18 18 18 18 18 18 18 18 18 18 17 16 18 18 15 13 13 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 15 14 7I1111Ul0G - 44.2 18 18 18 18 18 18 18 18 17 17 18 18 15 13 12 18 18 14 11 11 18 18 18 18 18 18 18 18 18 18 18 16 14 13 18 18 15 12 12 47.2 18 18 18 18 18 18 3818161518181412111818 18 18 18 18 : 18 18 18 18 17 18 18 15 13 12 18 18 15 12 12 5/16"0 ELCO ULTRACON WITH 64.0 18 18 18 18 18 18 18 14 12 11 18 18 14 11 11 18 18 14 11 11 18 18 18 18 18 18 15 13 12 18 18 15 12 12 18 18 15 12 12 1 - 3/4" MIN. EMBEDMENT 80.0 18 18 18 17 16 18 16 14 11 11 18 18 14 11 11 18 18 14 11 11 18 18 18 18 18 18 15 12 12 18 18 15 12 12 18 18 15 12 12 '�{ 33.0 18 18 17 15 14 18 18 9 8 8 18 18 7 6 6 15 15 5 5 4 18 18 18 18 18 18 18 17 15 14 18 18 12 11 10 18 18 10 8 8 �` H 64.2 1 8 12 1 8 1 11 11 18 18 14 14 5 4 13 10 4 18 18 18 18 18 18 18 19 11 10 18 18 13 8 ~�~ re. ~~ 1/4"0 ALL - POINTS SOLID - SET _ r 47.2 18 18 12 10 10 18 18 13 12 5 4 13 10 4 18 18 18 18 17 18 18 12 10 20 18 16 13 8 ANCHOR W/ 7/8" EMBEDMENT & 1/4 - 20 STAINLESS STEEL 64.0 18 18 8 7 7 14 13 ° ° 13 10 4 4 13 10 4 18 18 16 13 13 18 17 9 7 7 17 13 ° 13 8 MACHINE SCREW 90.0 1 8 18 7 6 6 1 13 1 19 10 4 4 13 10 4 18 18 12 10 10 17 13 8 7 7 17 13 13 8 0.040 ", 0.05 0.060" ALUMINUM STORM PANELS SEE PAGE 6 OF 8 FOR COMPLETE ANCHOR NOTES. 4 1.1 4 0m ^> e rail • • U • • - :J • - 1• •• • • •.• •• •• • • • • • • • • • •• • .111••1 1 .�►►11 a! •T • ••• • •• 1 1 !���§ $ ••• • • • Z�T•�' 1. X333 1 ••• • 5 3° • • 8 E�° 1 • • • ,• t;• 1 • 1 $, • • •a: • • • `Nislige 1• • •••.• v • O • • o 0 1 o� 5°' 68 00 0 as e A 5 2m 8g a 8 ANCHOR SCHEDULE FASTENER MAXIMUM SPAC (INCHES) REQUIRED FOR VARIOUS DESIGN IDS AND SPANS SHORTER EDGE DISTANCES '•S LOAD (WI SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS JP TO SPANS UP TO P.S.F. - 0" 0 9" 12' 15 s -0" 8' - 9" 12 15•_0•• ANCHOR TYPE Nl DO MAX. (SEE NOTE 1) SEE NOTE 1) (SEE NC (SEE NOTE 1) ■J ISC (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION TYP CONNECTION TYPE CONNECTION CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE NOTE 3 SEE NOTE 3) (SEE NC (SEE NOTE 3) SEE NOTE 3) (SEE NOTE 3 SEE NOTE 3) (SEE NOTE 3 1) C1 C2 C3 C4 C C1 C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 C5 1111111111111111 \ \6\\\56\6\6\l» 33.0 44.2 101054 1 ; 5 3 3 43 V "Q' i4 i3/ 4 / / /// / I ww 1 E 1 11 11 1610889964 12 12 8 6 E wa' I a 9 64 t V P V• r. w 4 3 3 3 e.103 TAI Ni 1-1/4" L = Z 2 9 - - - ��/�/�� I ./f i 3 / � 'Z = 11£ - - -. 8 5 4 $ 3 3 MIN. EMBEDMENT 64.0 6 / 3 1 1 7 5 5 6 6 4 3 4 3 3 3 0.0 5 5 A or MEW AIM!, /or jir 9 9 5 4 4 6 4 3 3 3 6 4 3 3 3 6 4 3 3 3 33.0 18 18 12 10 14 14 7 1010 8 8 4 3 3 18 18 17 14 13 14 14 9 8 11 9■ N1, \i1111NU,11> 44.2 18 18 9 8 10 10 5 7 7 7 5 3 3% 18 18 12 10 9 10 10 7 5 7 5 L = 47.2 17 17 8 7 10 10 5 CS 7 6 P'S 7 5 3 3% •Z c 17 17 12 9 9 10 10 6 5 lf 6 5 1/ -B ELCO L EMBEDMENT 64.0 13 '__ 5 ___ 7 5 7 5 3 3// 13 13 7 6 7 7 5 4 5 eo.o 1{ 10 5 4 7 5 3 7 5 7 5 3 3% 1011 7 5 5 7 5 4 3 5 *� nnenla 33.0 1£ 1 16 15 19 8 15 15 7 12 12 6 5 5 18 1£ S 17 16 18 18 12 10 9 15 1: 7 7 12 12 7 5 5 ,E 44.2 18 181141211 16 16 8 11 11 10 8 5 4 4 18 18 15 13 12 16 16 9 7 11 11 6 5 5 10 8 5 4 47.2 18 18 13 11 1015 if 7 n LC) 11 10 •r 10 8 5 4 4 'E _ 1818 14 12 11 15 15 8 7 w 11 10 6 5 4 10 8 5 4 W - PANELMATE"1 FEN EMBED. 64.0 18 18 9 8 7 11 10 5 10 8 10 8 5 4 4 18 18 10 9 8 11 10 6 5 10 8 5 4 4 10 8 5 4 8 1/4 -20 MACHINE SCREW WITH NUT - 0.0 15 15 7 6 6 10 8` 10 8 10 8 5 4 4 15 15 - 7 6 10 8 5 4. 10 8 4 4 10 8 5 4. :TE 1 3.0 18 18 10 8 8 11 11 5 4 4 8 8 4 3 3 6 6 18 1£ i 12 12 14 14 8 7 7 10 11 5 5 8 8 5 4 4 4.2 15 15 7 6 8 3 / i 5 4 �� 18 18 11 9 9 10 10 6 5 4 3 7 5 4 3 1 / NAIL N POWERS / 1 1/ 8 AC 472 14 14 7 6 are 8 4 m• 4Z W// 5 4///// _ 17 17 10 9 8 10 10 6 5 3 3 7 5 4 3 MIN. EMBEDMENT 64.0 10 10 5 4 5 3 2 / 5 4/ 27/ 13 13 8 6 6 7 7 4 3 3 3 7 5 4 3 80.0 8 8 4 3 4 V 2/// 5 4 / �/ 10 10 6 5 5 7 5 4 3_ 3 3 7 5 4 3_ 33.0 18 18 15 13 12 18 18 8 7 7 15 15 6 5 5 12 12 5 4 4 18 18 18 18 18 18 18 13 11 10 17 17 9 8 7 13 13 7 6 6 9 E l m 1 t i ■% ■5 1 ( 5 i y w . ■■■■■■■■( I . 44.2 18 1811 9 9 15 15 6 5 5 11 11 4 4 3 10 8 4 3 3 18 18 17 14 13 17 17 9 8 7 12 12 7 6 5 11 9 6 5 5 L 47.2 18 18 10 9 14 14 6 10 9 10 8 4 3 3 VC 18 18 16 13 13 16 16 9 7 12 11 6 5 5 11 9 6 5 5/16 "0 ELCO ULTRACON WITH 1 -1/4" MIN. EMBEDMENT 64.0 80.0 18 18 7 6 15 15 6 5 10 10 10 4 8 4 M M ch M V v o w 10 8 10 8 M r, <a•4' M 10 8 4 3 3 10 8 4 3 3 18 17 18 12 10 9 17 9 8 7 12 11 6 5 11 9 6 5 tD IDi 11 11 9 6 9 6 5 5 5 5 11 9 11 9 6 5 6 5 en en * '!��£■i 33.0 44.2 18 18 12 11 18 18 9 8 10 8 1717 12 7 6 6 12 5 4 4 12 12 9 9 5 4 3 3 10 10 4 3 3 8 6 3 3 3 18 18 18 18 18 18 18 15 13 13 18 18 12 10 18 18 9 7 10 7 18 16 18 8 16 6 7 7 5 5 17 17 14 11 7 6 6 5 ww 1/4"0 ALL - POINTS SOLID -SET ANCHOR W/ 7/8" EMBEDMENT 8. 47.2 18 18 8 7 7 12 12 5 4 4 8 8 3 3 3 8 6 3 3 3 •Z 18 18 14 13 12 18 18 8 7 7 15 13 6 5 5 14 11 6 5 5 1/4 -20 STAINLESS STEEL 64.0 15 15 6 5 - 8 3 3 3 8 6 3 3 8 6 3 3 3 18 18 11 9 9 15 14 6 5 14 11 6 5 5 14 11 6 5 at w MACHINE SCREW 80.0 12 12 5 4 6 3 3 3 8 6 3 3 " 1 8 6 3 3 3 18 18 8 7 7 14 11 6 5 L 14 11 6 5 5 14 11 6 5 0.040 ", 0.05 l60" ALUMINUM STORM PANELS SEE PAGE 8 OF 8 FOR COMPLETE ANCHOR NOTES. v7 ,�9 s H-i 1 � c$� G 0 m �.. c 11, x ne • 59 g 0 i •• • • • ••• �1 • 7 i •••• ^^,ffy' c • 1• • • • i • • ▪ S •••• •• • • • •••• • • •• °' $ ••• ��++" •A • • • • • i..11 • •• •••• ;2441% .• • • • 9Q_ 8 • • • ••r• • • • •�a� • • • • 1 ••' I• •• • ••!• E. • 5 • • S 5 . 5@ 8 ezeyjch PAGE 5 of 6 TABLE 2 MINIMUM PANEL LENGT 1':SC 1EDULh� MOUNTING C ONDITIONS MINIMUM PANEL LE .. N °� G �� TOP BOTTOM DIRECT MOUNT OR RECESSED (-TRACK 2 r 2" STUD ANGLE C -TRACK (6 OR Gal � ( "h" O/t "U' MEAGER . F -TRAC .p " 1 1 I s 1 l o � o FYr - V A �IA V DIRECT MOUNT O RECESSED C -TRACK (6a) 34 110 32 GI, 1 {, T 8 2" x 2- STUD ANGLE 36 30 35 .,,; 1 ,__,.„,:,.. fit.-.- �4 -- F -ANGLE TRACK 57 31 90 31 62 - C -TRACK IG OR Gal 64 55 110 35 90 F -TRACK 57 49 90 31 76 - C -TRACK (6 OR 6a) W/ SIDE CLOSURE PIECES - - - - - 52 U / 16 1 6 18 U 18 /11 11 �8 12j / / 8 s% / / / 8 18 la 113 18 18 18 16 1 12 17 12/ / 9 9 9. 114 W000 LAG W/ 1- 27/32 MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP. TO WOOD GRAIN 11111• W O FASTENER MAMMA SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS 1/4'0 ELCO MALE/ FEMALE PANELMATE" W/ 1 -7/8 MIN. PENETRATION & 1/4 -20 MACHINE SCREW FOR FEMALE AND 1/4 -20 WWN FOR MALE ANCHOR TYPE (1�111111 1/1 WOOD BUSHING W/ S /8 MIN. PENETRATION & 1/4 -20 SIOEWALK BOLT ANCHOR SCHEDULE n LOAD (WI P.S.F. MAX. (SEE NOTE 1) 3 3.0 44.2 47.2 64.0 80.0 33.0 44.2 47.2 64.0 80.0 33.0 44.2 47.2 64.0 80.0 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE SEE NOTE 3) C1 C2 C3 C4 C5 18'18 18 18 18 18 18 18 18 17 18 18 18 16 16 18 18 13 12 12 18 18 10 10 9 18 18 18 15 12 18 18 18 18 17 18 18 18 8 16 1 18 18 15 12 11 17 17 12 9 9 SPANS UP TO (SEE NOTE 1) (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 18 18 15 13 13 18 18 10 10 9 18 18 11 10 10 18 18 8 7 7 1818 10 9 9 18 18 7 7 6 18 18 7 7 7 18 18 7 6 6 18 18 7 6 6 1818 7 8 6 17 17 16 1 12 11 9 12 10 9 11 9 8 8 6 6 8 6 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN 011 EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW CONCRETE BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE 15 W000 FRAMING WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING SIDE EMBERS PLLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4 (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 STUD SHALL BE SOUTHERN PINE" G.0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10.. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR LOADS GREATER THAN THOSE SPECIFIED (ANCHOR SCHEDULE). SITE SPECIFIC FASTENER ANALYSIS SHALL BE PREPARED BY KNEZEVICH ASSOCIATES. 12. SEE THE APPROPRIATE SBCCI PST & EST OR NES EVALUATION REPORT ON THE SPECIFIC FASTENER FOR SPECIAL INSPECTION REQUIREMENTS WHEN REQUIRED AS WELL AS FOR INSTALLATION, LIMITATIONS & IDENTIFICATION PURPOSES. 13. FASTENER MAXIMUM SPACING ARE BASED ON FACTOR OF SAFETY OF 4:10N TENSION AND SHEAR VALUES WITH THE EXCEPTION OF THE 1/4 "0 WOOD LAG SCREW AND THE 7/16 "0 WOOD BUSHING WHICH ARE BASED ON NOS REQUIREMENTS AND SBCCI TESTING REQUIREMENTS RESPECTIVELY. 14. ALL POINTS SOLID SET AND POWERS CALK -IN ANCHORS MAY ONLY BE USED IN CONCRETE WALLS, HOLLOW CONCRETE BLOCK WALLS OR CONCRETE SLABS ON GRADE. 15. FOR ELCO CRETEFLEX SS4, CONCRETE STRENGTH, Fc=3.5 K51. FOR ITW TAPCON, CONCRETE STRENGTH, Fc =3.2 K51. FOR ALL OTHERS CONCRETE STRENGTH. Fc.= 3 K51. 12 10.040", 0.050" & 0.060 SPANS UP TO 17 1z 9 0 13 13 9 7 7 13 13 9 7 6 11 9 8 6 6 11 9 8 6 11 9 8 6 6 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. CONNECTION TYPE (SEE NOTE 3) C1 C2 18 18 18 18 18 18 18 18 18 18 11 11 SPANS UP TO (SEE NOTE 1) C3 C4 CS 8 8 7 7 6 6 7 6 6 7 6 6 7 6 6 8 6 6 8 6 6 8 6 6 ALUMINUM STORM PANELS TABLE 1 STORM PANEL MAXIMUM SPAN SCHEDULE ALL MOUNTING NEGATIVE CONDITIONS DESIGN LOAD W EXCEPT (P.S.F.) '0" ANGLE TRACK 0.040' 0.050' 1 0.080• L MAX. (FT - N) THICKNESS ALL MOUNTING CONDITIONS EXCEPT '0' ANGLE TRACK L MAX. (FT - N) ALL MOUNTING CONDITIONS EXCEPT °0' ANGLE TRACK L MAX. (FT -NI MMEEZIIIMEAMIRI tiMAINIANINIMMI MAISTA1 =MUM -num � 1 �� SLJ�1a �lii1• 1 1� I WAS = mod 1 EMI= 9 tINECZEIMI 11131.11E ? C MEM ME IllraM y 1 Demo 11111M Let FINEVIM ,.L NKr= Sr . MINTIEll tw r, 38.3 40.7 44.2 47.2 50.9 52.4 56 60 64 68 72 76 80 9 7' - 10" 7• - 7' 6 6' - 5 AB NTH' TA 0D1 m PC"}T Q TOI C C ABLE; Al ATGDV OAP-A7R I.YNY SE31 -.:TO OE7E 481,E 2 N tY - 6 - 10" - 5 10' -•' - •10 •10' .6" 9 - 10" 8' 10" 7' -9 6' -1S 5' _ 9' 1 •• - 3.. 6' 910" . _ 5 .. 5' 9 30 14' - 11" 33 35.8 TABLE 3 STORM PANEL WITH 'F' ANGLE TRACK (FOP OR BOTTOM) MAX SPAN SCHED. NEGATIVE DESIGN LOAD W (0.5.0.1 30 33 35.8 THICKNESS 0.040' ALL MOUNTING CONDITIONS L MAX. (FT -114) 10" 0.050° ALL MOUNTING CONDITIONS L MAX (FT -IN/ 1 •• •• • • • • • • • • • • •• • TE: ITH NEGATIVE DESIGN MINE MAX. PANEL SPAN E LOADS LESS THAN OR NEGATIVE LOAD ARE aR DESIGN LOADS BETWEEN )LUES. USE NEXT HIGHER R INTERPOLATION MAY BE MINE ALLOWABLE SPANS. 0.060' ALL MOUNTING CONDITIONS L MAX. (FT - 01) 14' - 11" 12' - 11" HIS SHUTTE YSTEM IS DESIGNED SUCH HAT THERE NO SEPARATION FROM GLASS REQUI D PROVIDED MINIMUM PANEL 9 E.NFT1J3 -4„ 0TED. PANEL LENGTHS LESS AN'1HOS'E'NbTED IN TABLE ARE NOT ACCEPTABLE, UNLESS SITE SPECIFIC POROSITY CALCULATIONS ARE PERFORMED BY A PROFESSIONAL ENGINEER. 10" • • • It • • 5 • 1:2) •* 8N Vg § 0g C v " ffi S Rgl U`°c12; O� Tn0 W= vS i • • 508.1# il- • • •••• ^ • • itt • 7 2) SE tte 0 DV, tk " 8''5 °_ PAGE B D1 ••• • • •• • 1- • • v. r.•• • • • • • •• ! .fl • •• H •4 • •••• i f1e!•• • 1 FC. • • 11• a• o •�'aJ • : 04.9.•: 9 Miami Shores Villa • e APPROVED ZONING DEPT BM DEPT DATE .. • • • • • ... .. • • • • • .. • •. . • • • •. • • • .. .•. .• ••. • ••• •• • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • .. • • • • • • •. • • • • • • • • • •.•••• • • • • • • • • • • • • • • • • • ••• • • • • • .. • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.220 5) 756.8972 RE ED QED JUL 21 2805 Electrical Owner's Name (Fee Simple Titleholder) D 43 L \) Z&) Pt Phone # 305 7, Z G a 2 Owner's Address 5 1'7 N _ E q f-1: S4 ✓L � f City M (A v► t l S Lt O✓(, S State F L ort t Zip 3 3 1 3 8 Tenant/Lessee Name Phone # -- Job Address (where the work is being done) 6 1'7 1.) . , 11 S T • .S (6E E+ City Miami Shores Village County Miami -Dade Zip 3313 8 Is Building Historically Designated YES NO X Contractor's Company Name 0 W 1 3Ef2\ Oi tGt Obt.00A Contractor's Address Et'? M E • GI ( Si - , ✓.-EF t City M (U M 1 5- (Ort,E S State Lora GI IL Total Fee Now Due $ ; � 3 Z ` . 55 (Continued on opposite side) 5POS to ec Permit No. Q 4 - 113 cl Master Permit No. Plumbing Mechanical Roofing Phone # 3o 'J 76 z c ci 30 Zip 33(3 Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) M »z.1 A. C ( t'`'t ' b - 1 I Phone # 305 - 75 (- 1 2313 $ Value of Work For this Permit 1 0 Square Footage Of Work: cG /f5 Type of Work: 1'd Addition ['Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: S10 ZCA 6t4 C1 * E7 5 O n) NEL) 13 ED'100 opt, ND W ciOc)S 10 acy S Z t o Nwls • ****************************F Submittal Fee $ Permit Fee $ (,O d CCF $ • (0 O CO /CC Notary $ 5.O0 Training/Education Fee $ • ZO Technology Fee $ 1 Scanning $ 34) Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City Signature day of who is Chc 05/13/03 APPLICATION APPROVED BY: 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 Owner or Agent n Contractor The foregoing instrument was acknowledged before me this 2\ The foregoing instrument was acknowledged before me this 0 OS'b jD nv \Jarmo, day of , 20 __, by y known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY : I : NOTARY PUBLIC: Sign: r �.�tv �,,��.� J. , e� Sign: Print: �' � ° Print: My Co Hila;itic bonding Co., Inc My Commission Expires: ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** *** * * * * * * * * * * * * * * ** * * * ** * * ** * * * * ** P ans Examiner Engineer Zoning MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO,I,_, PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (N Yale Ogron Manufacturing Co., Inc. 671 West 1e Street Hialeah, FL 33010 1 00 ' 3riHd u r r j ML4MI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "580" Aluminum Single Hung Window and Dual Action Window APPROVAL DOCUMENT: Drawing No. W96 -38, titled "Series -580 Single Hung Window ", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., dated 10/10/96 with revision on 10/07/03, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0507.06, and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed b } r Berman,, PP.E. ''1� l ° NOA No 03- 0910.04 Expiration Date: November 14, 2007 � Approval Date: December 18, 2003 VrilittrO' , Page 1 37tL). JOd.3 L 1 :6 170 Nu-1r Yale Otron Ikanufacturinf Co_ Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office. F. STATEMENTS 1. Letter from Yale Ogron Manufacturing Co. Inc., dated 5/3/02, stating that the product has not changed since it was last approved, signed and sealed by Sonia Chance. 2. Laboratory compliance letter for Test Report no. FTL -3879 issued by Fenestration Testing Laboratory, Inc., dated 9 /10/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). 200'3EHd E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0910.04 Expiration Date: November 14, 2007 Approval Date: December 18, 2003 3 40d Z I :6 b0 1 SZ Nrif h(UDOR ` 3 /U1" YAFC0148 1/4" TAPCONS DIMS. LSB-ANN. GLASS 3/15" -ANN_ 6L463 3 /16' -&N'1. CLASS 5/16'- E111P. CUSS %15714 HOW! EXT. (t) NT. ( - ; at (+) 1)1T: ( -) EXT. (4•) 1 1T. ( -) EXT. (4 I t1(1. ( -) 19 --1/8' 26 -1/2' 37' 53 -1/6' 60.7 73.4 60.0 1250 60D %23•0 60.0 210.0 CO./ 784 60.4 109.1 60.0 125.0 60.0 210.0 26' 60.7 7°.1 60.0 76.1 60.0 1230 60.0 161.7 (3) 38,6. 38.6 .54.4 94.4 50.0 112.6 00.0 112.6 13 -1/9' 15 -1/2' 37' .53 -1 /8' 60.7 78.4 60.0 102.4 60.0 125.0 600 210.0 60.7 73.9 CO.0 ?3.9 , 60.0 125.0 65,0 152.9 JS-3/8° 52.9 52.9 52.9. 52.9 • 60.0 109.5 40.0 104.5 (3) - - .'8.9 Jag 03.0 73.3 50.0 • 78.3 14 -1/3' 26-I/2" 37' 53 -1 /6' J8 - 3/5 ° (4) 607 78,4 60.0 125.0 - - - - 60.7 78.4 61.0 SEL6 - - - - 60.7 61.3 80.0 70.6 - - - - - - - • - - - - - 16 - 1/6' 26.1/2 • 37-' 33 -1/6' 50 -3/8'_ S (/ 00.7 73.4 E0,0 125.0 83.0 123.0 60.0 210.0 6.0.7 73.9 03 0 93.4 50.0 125.0 60.0 193.2 51.3 51.3 93.0 a •S.9 60.0 90.7 _ 60.0 124.9 - - 46.8 45.9 60.0 6017 60.0 73.2 19 -1/6' 26 -1/2' 37' 53 --1/1 �5) 60.0 7614 640.0 114.9 60.0 125.0 40.0 210.0 83.0 66.7 60.0 52.9 60.0 114.1 60.0 171.6 49.4 40.4 .59.4 53.4 60.0 50.8 60.0 116.7 - - 41.4 41.4 54.0 344 50.0 64.5 19 -1/8' ie - 1/2' 37' 53 --1 /6" 63• (3) 64.0 748 60.0 104.0 60,0 125.0 ` 60.0 210.0 60.0 65.2 610.0 7130 40.0 101.5 60.0 155.3 49.3 46.3 -53.7 53.7 60.0 74.2 60.0 111.2 - - 37.4 37.4 50.0 50.0 60.0 65.4 11 -1/1' 25 -1/2' 13" 53-1 /6" 74 -1/4' (5) _ E0.0 64.1 E0.0 69.2 60 125:0 50.0 162.5 53.3 53.3 60.0 63,7 60.0 86.0 60.0 131.7 - - 4:\5 45,6' 60.0 65.1 60.0 94.3 - - 312 312 44.9 4-4.9 60.0 64.0 N0. I 1 1 PA.E IliESS 11131CA-E PtO. Of' ANCHORS PCR .AA118 SER1ES -68O ALIMINUM SINGLE HUNG WINDOW COMPARATIVE ANALYSIS CHART ANCHORS AT FIXED LITE 3/16 OR 1/4" TAPCONS DETAIL '1' DESIGN LOAD CAPACITY - Ps9 A`;CBOPS AT VENT AREA 3/16' TAFCONS DETAIL ' 2' MESE 1t)t:HTE.QS HAY SE LEGATED Al PER. OETAJL 2X3.13 Q /;6' AN .0.30s ONLY) 1 • elosAist Iola de Sol* Flektios ads heerrame 0 4 1 1 /13. -110, 141 prolve Comtot 064.10. 0 1 I'IDOW '.IOIH /7. 19' t(41T. IMPACT RESISTANT SHUTTERS } Q IT/ 113D 5Tfi:CTiiRr� Ft i 4 iEsS1 C.424. 3538 ,IAMB ANaflas S HEIGHT COLUHH AT LE=T • 1 FOR EGRESS W:NCOWS DETAILS AND CAPACITY SEE SHEET 4. 1 FOR COMPONENT SIZES SEE SHEET 3. NOTES L 1143 PPOO. T 13 SSIGNQ1 TO COOLY 14TH THE F 1G14 VE11 KtC*3. ZONE C ONE 2031 i1.01b34 BULE4A0 COO . A180 FOR 1 N3 LCADS AS PER AXE 7 V51J33 00652ES'r'#1314a if'GS. P. VIOCO 51J0.1 BY OT1iM 1111ST SE A71CH6!1tf0 PEOPERLY 113 TP.445TEB 1.t4+?5 TO T1•E STRUCT1:RE, 2. AJ4CH0R5 SHAiL BE AS LISTED. SPACED As 5-10b64 ON OETAlS. A C0-.CFt ENBECWEUT TO SASE 1ZATF ,AL S HALL E* eEV0 titi41L ORESSINO QP. S1UCCO 8 z 5 C9 z 47 FA z 0 1) 1n u) ts] T/1 j • k § d rrwing (10. W96 --38 (s�.4et 1 of 4 ) 1TU f P,thT S► FRQD. DEv1'PJP1IOU REKAPAS 1 YE -169 1 FRWt FZAD 5C61 -T5 2 YE -167 1 FP.rV•E SILL 60131 -T5 1 YE-102F • 2 TRAVE �A(B DC63- T5 4 YE-152F 1 FIXED FAIL - EC61 -15 5 YE-151C 1 VVIT TOP RAIL 6L43: -15 6 YE -16S 1 'Yell BCFTTOII R, JL EC63 -T5 7 YE -92D 2 VeI1 JAMB ED63 -P5 6 AS RCQD. CLAZrJG BEAD WU. COWED I<(U1/. 9 10 2/ 'MIT BLOCK 2 TISCtLE 8J1.ANCE 11 YH -511 AS RM. BUL9 Vista PVC (ShMLE) 12 . ftt -510 A.S RECD. BULB L1'irL P'/C (SILCLE) 13 114-509r AS MD. PLE- E1:hLECEL .187 X .193 FN rFAJ. (DOUBLE) 14. It -604 2 MIT LATCH 141.0t4 OR CELCO►i 1' 14- -515 1 : OW LOU 0 CEHTER Of VENT WW( 15 • 0 10 X 3/4' 8 MARE ASfEIABLY SCREWS PLATED CRS 16 t 8 X 3/4- 2 AXED RfJL SOFEAS . C/.O PLATED CRS. 17 5 X I 4/ VE►JT '. t.T ASSPY_5LY SCIzteAS CAti PLATED CRS. 1/4' VEEP--1411CH AT EACH END • . 4 A 7/16' TPPCQ`C — 6' FROM CORNERS I 14' 0,C. PAX. 1 4• 1 4 • 31/4' MAX. . -MKS DS5-0.Nt4 CO= OR . 2/16'- Ct1. GLASS 1R 3/16'- TDDP. GLASS sfE: CHART TC N wi' ow cm 8E EUPPUED w,Tn CN4 LATCH AT WTI RJ:1S C4 SPRIIC LOADED LATCH AT SILL WQOO SUCKS NOT BY YALE, MUST SUSTAItI LOADS 144POS&D BY Glii2ING SYSTEM AND TRANSFER 1HEI4 TO THE BUILDING STRUCTURE. GLAZING METHOD: EXTERIOR C4.A2ED WI1H ROLL FORMED ALUM GLAZING BEAD. US£ A/}H;SNE BEDDING COMPOUND SCIfi'4EE MOREHEAD 555 OR EOM.. COLOR TO MATCH GLASS & METAL FINEH SF LAN1': ALL LOWER FRAME AND VEt4T OORIUERS, AND }{GADS OF INSTALLATION SCREWS AT S'.LL TO BE SEALED 413TH ALUMItalli COLORED SEALANT, SCHNEE MOREHEAD .5504 OR EQUiV. • PADS; ONE 1/4' X 3/4' ADHESIVE CLOSED CELL FOAM PAD Al - EACH ENO Of FIXED MTG. RAIL TYPIC_ L ANCHPRS; 3/16" OR 1./4` A{CtORS A) INTO 2 BY W000 BMKS 1 -3/8" MIN. PENETRATION INTO Y /CCO 8) THRU 1 BY WOOD BUCKS INTO (.MASONRY 1 -1/4' EMBEO INTO CONC. OR ?1ASONRY 1 _1 6Y OR26Y 11tDQD KICK I BY OR 2 SY IA:OD E11CK CST -1041• Elts$ IR 3/16'- 4'1l. ELMS CR 1/16'- 70(P. CLASS SE£ C144RT • - -- L1 t I ` - - VtA71,r�1 ' )DTIl OW &MT FAYMCCI ■t ova moire t+ia it Arlie Ikeifog w a f 0 B7 Ter //•s! ugti t U 1 Duch ftaasct C>!ed Ohtrion 1/4' SH1{ i4X. VI:U7 EULMS NOT 6Y YALE OWIIq - RUST SliSTADI D P:1ED LL &3 ' 3 /16' QR 1/4' TAPC0'11 SEC CCM:ARiI1W A1:FLYSIS CHART FCR SPAC .G - , ,. I.1/4tFLTRS AT VENT ARCA SEE ShECT 1 ° ©110' A O&T) • 4. 2 �3 � J 6 .• O o ec :J E 0 0- 214 haqo C 0 1 z r A drev,lr.g no. W96 -38 x gj 3 B74 L187 FRAME HEM YC -169 6063 -75 df2 f1XED RA YE -151F - 6062-T5 559 r 9 i . 062 VFNT TQP RA,q, YE -151C' EDti3 -15 VEKT FOTTOIA F!L • TE -165 Ea63 -T5 1,437 YENT mE 't YE -9C0 -y .537 t— L -1.19.6 - 1 'ROW .YA.kA NE-1172f 'GRESS i:RAME CORNER DETIJL, J.9 L-.127 L-1.05s-01 EGRESS ,10R QCTRuS10!( YE -25 6GcJ -15 I 2437 A67 E .F SS HF11Z;t 51LL E -172 3/4' *JEEP I101C AT EiC71 END OF SCREEN RETJJNf1C CUP M- 1.127 £GRFSSn 1E - 171 .3063 -15 FRANE_CORNER DETAII Ma simCV REV MID Olio Os r1i f+l. 1- S.N. VENT CORNER DETAIL, [Erg,- GR. Iu14.0W1 foreOCG STRIXT11P.[5 FA PC 16557 CAN. d5.1§ • z z s (styeet 3 of 4 drowing no. W96 -38 Mims 1Tau 4 PART B . GSSCRIPT1011 \ E MEI ANN. CLASS 3>t1`' ANN. CLASS \ 1 1E -172 HEJD k SLL 6063 -15 2 r . / Ea4ESS CHAIR EXIRUSC'4 / . 3 6. J STPJP&ESS S1EEt 4 • • 1Tau 4 PART B . GSSCRIPT1011 1 RILIARXS 1 1E -172 HEJD k SLL 6063 -15 2 Tr -25 Ea4ESS CHAIR EXIRUSC'4 606.3 -T5 3 fl -570 a Wit. HINGE STPJP&ESS S1EEt 4 • bS -8 SPACER f.033 -15 5 - YE -if9 S.H. Yot1t4DOR HEAVY 0053 -15 6 YT -23 SCREW 4I10-24 X 5J8" .VS PH 7 T1 -D70 WEATHERSIRIMIG SAT,TCPBEIJ[ 3 Tr-2 A CAKR SVFPORT SCREW 1 8 X 1/2' 1tKS PH 4 116 -834 LOG:( f1AR ROTO HPRDYiARE IO TH -940 LOCK EAR GUIDE FsOTO 3 11 TH -242 .3 PORlT LOCK B.AA OifRATnR Rt)TO POROWARE 12 Y1-1-244 1 .AS3ic STRKSR R0:0 11.4.RSVIARt 33 YE -171 CCRFSS .41.413 6C63-T5 14 3T1-5l1 Ftie TAPE BLAClt V -7E6 HORTCYI 3/8' X .188 15 i ' W -1 • 10 X 3/4' S1.(S (A9 RCAD.) CAO PUTTED STEEL I DESIGN LOAD RATING FOR 'IRIS SIZE OR SMALLER ANCHORS /JAMB 069—ANN. GLASS 3/f6"—ANN. GLASS EXT. < +) II11. ( —> EXT. ( +) TNT. ( —> 4 s 57.0 57.G 58.4 58.4 5 % 57,0 57.0 65M 1 73.1 44 • 1 /6' )( 1' S4EEP SL01 t-1/4 IRQH EAC34 END 4 1 OPEN CELL FCLW PAD • - b• AT EACH WEEP SLOT ^6 O A TYPICAL PNCFC>+S SEE ELEV. MR SPACIW.1 ./4" Rh,X. ` S H4.4 S C LA.2 C SJ1P1I15 MD FIBS S<E •iT. 2 1 • TYPICAL AfCYOAS SEE ELEV. FIR SPACING per'__. VIEP ILDTSY l I BY Cfi 2 9Y b OD EL10.4 37' 1L 4X. WINDOW 1OlQTH ( 1� t 14 -1 /2' HEAD k stt EGRESS FRA$I1NG DETAIL FOR SERIES -580 SINGLE HUNG NINTJOW S13B OF 5U11-1114K13 = 3T" X 50 -5/3" MO OF Q.N. FRAME 35 -1/4" 143 4' /te" r EXTRA ANCWR PER 75 ?SF P.ATNG QKtT 11 2J!IC DIE CAST 3 FE. LACK EAR S1STII! ,OTO KARMA RE 1 IIIKKCN 11G0 • W/ FI)ST1C KEEPERS ;111.'DCAl VLDTH 'I YP 1CAL A. iF INTO 2' 3/16" DIA. 8. IF NTO 1" 3/16" DIA. FOR SINGLE HUNG DETA�I.S AND CAPACITY SEE SHEET'S 1 6: 2. I FOR COuPONENT SIZES SEE SHEET 3_ L ANCHORS; BY WOOD BUCKS TAPCONS 1111H I -3 /B' NIN. PENETRATION INTO WO0O BY WOOD BUCKS OR 1V10 MASONRY TAPCGNS WITH 1 -1/4' MIN. EMBED INTO. 3,(. SONRY Si1r.,D BJCXS NOT BT TALE CGRDtl W4' SHL^l • 1 KAT SUSTAI4 INFDSEO LOADS }. ti Ay°'�iG T. tvg-- TYPICAL P ?KtfiRS SEE tLty. [OR SPACING rairolirs 14111 44 Obeli 011k F � a� BY • • Gisler RadonCee t sto 1 I Wit d rcnvir>Q no. [ W96 --38 j (sheet 4 or -74-3 SIDELTES 57: 1/4 TEMPERED CLASS ►+CM. 3ECR NDH. LEAF SIDE LITE DESIGN LOAD - PSF HEIGHT %IDTH vi271.4 ExT. 1Nr. 1 85.0 2/6 35.0 100.8 I 84.0 3/0 35.0 91.6 6/8 2/6 2/6 34.0 34.0 4 /3 77.5 77.5 4/6 72.0 _ 72.0 2/6 85.0 91.6 2/0 8 e4.o 6/2 3/0 3/6 77.5 77.5 4/3 72.0 72.0 4/6 . 67.2 67.2 2/6 84.0 84.0 2/0 76.4 76.4 E/0 2/6 70.0 70.0 3/6 4/0 64.6 64.6 2/6 76.4 76.4 3/3 70.0 70.0 3/0 3/0 64.6 64.6 2/6 4 /0 60.0 60.0 DOORS rtiri 3/18" TEMPERED CLASS ' DESIGN LOAD - PSF DO.R HEIG►,I1LEa' v1DTH C . -- /-%z/ ,-,./ 1/4 7040. I , .♦ \ \\ / 0 /%:// ,-,../. pi/4' TtJP. 1 85.0 DOORS rtiri 3/18" TEMPERED CLASS NOWNAL DNS. DESIGN LOAD - PSF DO.R HEIG►,I1LEa' v1DTH Ex r. I INT. 6/3 I 2/6 3/0 85.0 I 100.8 84.0 I 84.0 3/0 I 2/6 3/0 84.0 I 84.0 70.0 1 70.0 o o o 0 o o o o 1 .2 /I -L o o I Izci h t to w 1- J W 0 V1 3 0 0 Co 0 a d no. W97 -1 8 sTeet 1 of 3 FRAME UPPER CORNER t 1 0 X FRAME LOWER CORNER THREADED RD0 PRESSURE PL4'E 5/16' NUT 000R LEAF CORNER YE-658 HINGES n YE -650 It 10 -24 r3i1{S. STAINLESS STEEL CTHREAD CUTTING) OPTIONS: DOORS CAN BE SINGLE OR DOUBLE LEAF. SIDEU CAN BE ON ONE SLOE (DOUBLE LEAF DOORS) OR ON BOTH SIDES (SINGLE LEAF DOORS). ON DOUBLE LEAF' DOORS THE INACTIVE LEAs SHALL HAVE CONCEALED RUSH BOLTS AT TOP k EOTTCt1. DOOR LEAFS TO HAVE 3/15" TEUPERED GLASS. SIOEUTES TO HAVE 1/4' EmPERED CLASS. V 0 0 a N T 1. THIS STRUCTURE 15 DESIGNED AS PER THE SOUTH FLORIDA Bu1LDING CODE 1994 EDITION FOR CADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. 1000 BUCKS EY OTHERS. uVST BE ANCHORED PROPERLY TO TAANS.LR LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTEO. SPACED AS SHOWN ON DETA/LS. ANCHOR EI- IBEDAIENT TO CASE uATERUL SHALL BE BEYOND WALL DRESSING OR STUCCO. ALI!.t SWING DOOR WITH SIDELITES COMPARATIVE ANALYSIS CHART EASED ON F7L -1559 CF 06 -18 -97 TEST SIZE = 120 X 95 -3/4 (CXX) . DESIGN LOADS = +70.0. -70.0 PSF WATER INFILT r.A7,CN TEST = 12.75 PSF TESTED GLASS = 3/16 rEuPERED.(000R) 1/4 IENPERED.(SIDEUTE) O SIDELITE vi3TH DODR VIDTH SIDELITE VIDTH DOOR VIDTH LEAF VIDTH APPROVED AS CCMPLYI14G V/i THE SCU T N FLORIDA BUILDING CO SY i /J/ %��.� �L PROD /MM._ CONTROL DIVISION BU L '� GOMi'UM� ACCEPTANCE N9 ( 0 ' O7. OFFICE G y " ^ . -. rA a a...4 L_1.. 4 ITC* rO. PA KT 1 +UlarER DE CRTrI7C 0 KATZP:AL /PEI./ARK -5 1 YE -804 00 OR Mud( 1!EAO ALLJNINUU (6063 -T5) 2 YE -602 WOOL FIN w r...ERST lPPINC(.187x.26 )IJLTRArAB 3 YE -606 SNAP CAP FOR DOOR LEAF & 5111 ALUNINUU (6063 -T5) 4 Y14 - 621 WEDGE CASKET Tj,Aj PLASTIC 5 - CLASS 3/16" EuPERED - 6 YE - 201 DOOR LEAF 5111 & 1+E/•D ALUNINUU (6063 -T5) 7 m - 622 BULB WEATHERSTRIPPING (.15 8x.250) ;"EAU PU15TIC 8 1'E -8io THRESHOLD ALumNUU (6063 -T5) 9 YE -ov9 . SIDE ,i .4.v..,nv•• (6063 -T5) 10 T4 - 625 GLAZING TAPE (3/e' x 1/6') VENTuRE TAPE 11 TT -816 COYER PLATE ALUNINUU (6063 -T5) 12 YE - 807 CLZ:NC STCP - SIDEU E ALULANI:U (6063 - TS) 13 YE -808 SIDEUTE - UULUCN ALUNINUU (6063 -T5) 14 YE - 811 FR A14€ JA113 ALUNINUU (6063 -T5) 15 YE DOOR LEAF JAMB - HINGE SIDE ALuLANUU (6063 -T5) 16 m -615 LOCK SET EY HARLOC CR wE'STLOCK - 1 7 114 FLUSH BOLT EY DELTA IND. ZINC DIECAST 18 Mc -802 DOOR LEAF - LOCK SIDE ALUNINU$ (6063 - T5) 14 YH - 650 HINGE ALVNINVU w,T)4 S5 PIN 20 YH -618 THEE POINT LOCK HEC1 1511 - TT An4C40R e :• i f• 1• 4.000 4.300 I /4' TEMP. CLASS 4 • • • f a /11 • 1' b C 2' ,'B .vD:3 ?LICK . • • TYPICAL •. • • 0 r i / MAx. 1 Skim 0 ANCHOR 5 10 SNS T YP !CLL ASSY. SCREWS tf)1 o M 1 4 .DD0 1 TPIC«L £• Cl-CR S "4 1.750 l 'L • T . TYPICAL ANCHORS • • 4 • 1 EY CR 1-"00D BUCK . Cif 4 2.31 • • • • N CONNECTION TO STRATA OF ANY PERIMETER MEMBER CAN BE NO BUCKS 1' EY WOOD BUCKS 2' BY WOOD SUCKS (1/4' WAX. 5H11/5) TYPICAL ANCHORS: crr , rverlow rT1q vAx CVA[INCf 1/e DIA. TAPC DNS INTO WOOD STRUCTURES OR THRU 2EY w000 BUCKS INTO UJ.SONRY 1 - 3/4' TOTAL PENETRATION T}IRU 1 BY W000 BUCKS INTO MASONRY OR DIRECTLY INTO UASONRY 1 -1 /4' LAIN. 11ASONRY E SEALANTS: FRAME CORNERS. PANE. CORNER SEAMS. SILL INSTALLATION SCREWS FIXED UCHT GLSZING BEAD ENDS AND PER9NE T.R OF HINGES SEALED WITX 'SCHNEE UORCHEAO 5504' SEALANT. PERIUETER OF THROW BOLT LEVR AND 000R KNOB COVZR PLATE SEALED WITH 'GE SILICONE 1000'. nsr: DR. muwAYoUN FAR000 FLA. PE / 16657 .APPROVED AS COMPLYING WITH THE SOUTri FLORIDA BUADING CODE D A t : 1 ' 11 EY ///4! . _ PROD T C •. ROL DIVISION BUILDI f CODE COMPUANCE OFFICE ACCEPTANCE NO.01- O X0 oY ►L Vf LJ U Z LN cz 0 0 0 O 0 0 ta. N to 4.- h cr In c r- 4- v N 1 6 trl E ^ < 0 Q y' t0 V a • drowIng no. W97 - 18 (sheet 2 of 3 TYPICAL ANCHORS 1.500 2.125 1/2' TYP. . GLASS ?ATE OPTION 1 ANO 2 ARE REOUIRED ON ALL ACTIVE LF. FS FOR TOP AND BOTTOM BOLTS USE OPTION 3 OR 4 L 1/4• :DIP. GLASS AT SI :ELITE HINGE OPTIONS; EY 'SALE °GPGN' ALUM HINGES 7 -1/2 LONG 2 PER PANEL AT 6-3/4 FROu TOP A.NO 9 -3 /4' FRCu .p7101.4 3 PART HINGE NO. 658 - STANDARD CR 2 PART HINGE NO. 650 - O%710NAL .LOCKS; A) JNACT1vE LEAF £ONCF4TFD FLUSH R01 -S; ST 'DELTA INDUrRIES' uANUALLY OPERATED. LEVER LOCATEO AT 11 -1/2 FPON 20T70u A'0 17 - 1/2' .T,0u 702 • 8 ACTIVE LEAF; 1) CONVENTIONAL DOOR KNOB LOCKSET AT 36 -1/2' FR04 9OTTOU LOCKSET CAN BE HARLOC 10Cr.153 OR WESTLOCK 10 49.31 2) KEY OPERATED ON EXTERIOR AND THUIJB TURN ON INTERIOR THROW BOLT LOCATED AT 1 3 - 1/2' FROM 9O TOM LOCK CAN BE HARLOC F7CXL153 OR WESTLOCK K 1097 3) CUSTOM uECHANtSN BY YALE OGRON NO YH -618 THROW BOLTS CONNECTED 70 HARLOCK LOCKSET OPERATED BY KEY OR TNUL43 TURN AND ENGAGING FRA1.tE AT HEAD AND SILL 4 ) CONCEALED FLUSH BOLTS. uANUALLY OPERATED LEVER NDUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 17 - 1/2' FROM TOP kip 11 -1/2' FRO1 BOTTOM KEYED THROW BOLTS BY HARLOC OR WESTLOCK 70 BE OF STEEL CASING WITH uuLT1 PART STEEL BOLTS FLUSH BOLTS BOOT AND LEVER 70 BE OF ZA1AK CASING WITH .206 DIA. STEEL EXTENSION ROD AND 1/2 DIA, NYLON 712. NOTE; TOP AND 9011014 FLUSH BOLTS IJUSI BE ENGAGED DURING PERIODS OF HURRICANE WARNING. O 0 i 1 O STD. CONFIGURATION 3/16' TEMP. GLASS AT DOOR r[L / 17 L E O OPTIONAL 3 POINT LOCK UECI-ANISM 1 1' O pi 1/2' TYP. GLASS SITE WOOD BUCKS NOT BY YALE. ►BUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEI.1 TO THE BUILDING STRUCTURE. 1 X2 49 EN . DR. HUUATOUN F AR000 STRUCTURES 1u PE 1 16557 1 /A' S' -'IN HAIL 2.125 1.500 1 TYPICAL ANCHORS :.: • d • . . • •. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 0 E AUb By PROD' ..T C I ROL DIVISION BUIL ' CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 i• 4 z co V P Z 0 o N 7 . ty = o 0 Z O - 0 0 0 0 1 U • drow'Ing r W97 -1 sheet 3 of NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYLITE OPG. (FRAME HEIGHT' LEAF HEIGHT DAYLITE OPG. / / •\ \ 26' 5/0 <XX) 59 -3/4' NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYLITE OPG. (FRAME HEIGHT' LEAF HEIGHT DAYLITE OPG. NOMINAL DIMS. / •\ v 26' 5/0 <XX) 59 -3/4' NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYLITE OPG. (FRAME HEIGHT' LEAF HEIGHT DAYLITE OPG. NOMINAL DIMS. 3/0 <X) 37 - 1/2' 34 11/16' 26' 5/0 <XX) 59 -3/4' 28- 11/16' 20' 6/0 <XX) 71 -3/4' 34- 11/16' 26' NOMINAL HEIGHT (FRAME HEIGHT' LEAF HEIGHT DAYLITE OPG. NOMINAL DIMS. DESIGN LOAD - PSF DOOR HEIGHT 8/0 95 -7/8' 93 -3/8' 85 -3/8' DOORS N1TH 3/16" TEMP. GLASS NOMINAL DIMS. DESIGN LOAD - PSF DOOR HEIGHT LEAF `✓IDTH EXT.'f INT. — 2/6 71.4 91.3 6/8 2/8 68.0 86.9 65.0 83.1 2/10 3/0 62.4 79.8 2/6 57.3 73.3 8/0 2/8 54.4 69.5 51.8 66.3 2/10 3/0 49.6 63.4 LEAF WIDTH 71 3/4" SURFACE APPUE2 FALSE MUNTINS MAY BE USED 50 1/2" D.L. OPG. ca c0 rn J 6 J 0 L.) ( OX XO ) FRAME WIDTH NOTES; 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 'DRESSING OR STUCCO. 4. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED. TYPICAL ELEVATION ( xx0X ) TESTED UNIT 34 11/16" LEAF WIDTH 37 1/2' FRAME WIDTH OX0 ) ( OXX ) ( XXO ) APPROVED CONFIGURATIONS i 0 • v A N v ( ox ) ( xo ) Engr. DR. HUMAYOUN FAR000 STP.UCTI rRES FLA. PE } 16557 JUL 1 6 1001 ( 0 ) SERIES -100 ALUMINUM ENTRANCE DOOR DMPARATIVE BASED ON FTL -1051 DATED 12 -21 -94 TEST SIZE = 72' X 96" ( 2LEAF) DESIGN LOADS = +49.6, -63.4 PSF WATER INFILTRATION TEST = 10.1 PSF TESTED GLASS = 3/16" TEMPERED IMPACT RESISTANT SHUTTERS REQUIRED HEIGHTS: WIDTHS: ( x ) ./\ ( XX ) APPROVED AS COMPLYING WITH THE SOUTH FLppgayUaLDli idIDE BY PRODIrT 9INTROL DIVISION BUILDIt. COMPLIANCE OFFICE ACCEPTANCE NO. 6) /'C" 7 7Y . // 0 C O 0 j d 0 0 Fre /l O i 0) 0 0 0 drawing no. W98 -58 sheet 1 of 4 4 • • 11 TYPICAL ANCHORS SEE ELEV. FOR SPACING • • 4 • • # 12 X 1 -1/4' SMS 0 24" O.C. TYP. TYPICAL ANCHORS SEE ELEV. FOR SPACING Li 0 .J 0 4 • • _ TYPICAL ANCHORS SEE ELEV. FOR SPACING 11 G • •• • 2 In TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr. DR. HUMAYOUN FARC IJO STRUCTURES FL A. PE i< 16557 WOOD BUCKS NOT BY DORALUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE EJILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING A. INTO 2BY FOOD BUCKS OR WOOD STRUCTURE # 14 SMS, 1 -1/2" MIN. EMBED. B. INTO 1 BY •FOOD BUCKS OR INTO MASONRY 1/4" DIA. - APCONS WITH 1-1/4" MIN. EMBED INTO MASONRY SEALANTS: FRAME AN: LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PAF -S CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. LOCKS: STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH r :TWE LEAF LOCK STILE, 53" FROM BOTTOM CONVENTIC •. AL , LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH A,:;TIVE LEAF LOCK STILE, 43" FROM BOTTOM CONCEALE: THROW BOLTS AT TOP & BOTTOM OF EACH INACTIVE LEAF LOCK STILE MANUALLY DPERATED SLIDE BAR 3/4" X 1 4" X 12" LONG AT TOP & BOTTOM OF EACH ACTIVE LEAF LOCK STILE HINGES. EXTRUDED ALUMINUM BUTT HINGE 1/8" THIC •• AND 7" LONG WITH 5/16" PLATED STEEL ROD AT EACH _.,TAF JAMB STILE ONE EACH AT 7" FROM TOP & BOTTOM AND ONE MIDSPAN 0 APPROVED AS COMPLYING MATH THE SOUTH FLORIDA BUILDING CODE DATE AUG 30 BY PROD T CONTROL DIVISION BUILD ODE COMPLIANCE 0 �E ACCEPTANCE NO. v / 7 2 4. 1/ y c O to • N v c0 01 0 z 0 O fl ao z C 0 0 In .0 4, O O ) drowing no. W98 -58 sheet 2 of 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX SHIM TYP EXTERIOR TTY D.L. OPG. Engr. DR. HUMAYOUN FAR000 _ STRUCTURES FLA. PE 16557 JUL 1 6 2001 DOOR WIDTH D.L. OPG. .C_ APPROVED AS COMPLYING YWTN THE SOUTH FLORIDA BUILDING CODE DATE BY /4/' , , . PROD'. CT r' •. "li ROL DIVISION EUILD . +G CODE COMPLIANCE r ICE ACCEPTANCE NO. 1 / / / z co CD rn 'O zW 1 0 c to E'7:14 F Q o N Ix p no o 0 h UZ '.7) 8 or 3 nm o aQ1 O - V) 0 J 4 W N I zu-5,. t� ') ..7zNaw — w d w — N c 0 ' O W J N i v 0 v 0 i s 0 e o_ 1 C drawing no. W98 -58 (sheet 3 of 4 co co J a O U TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX SHIM TYP FRAME VIDTH EXTERIOR D.L. OPG. Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE >4 16557 JUL 1 6 2001 w DOOR WIDTH D.L. OPG. APPROVED AS COMPLYING WiTN THE SOUTH FLORIDA BUILDING CODE CAT= ► 1 . :I:. BY / / /..,. FROD' *NT ROLDIVISION EUILD .4G CODE COMPLIANCE r ICE ACCEPTANCE NO.0/ - / / STh (n c 0 y .; 6) O o 8 d 0 0 .c 0 .Y U drawing no. W98 -58 (sheet 3 of 4 MDI 1 PART + RTQD. DI9CRIPTION 1UT___ _MCMARKS 1 SV -28899 3 /DOOR FRAME HEAD /JAMB 6063 -T6 2 SV -28900 2/LEAF DOOR TOP /BOTTOM RAIL 6061 -T6 3 SV -28904 AS READ. VEATHERSTRIP ADAPTER 6063 -T6 4 SV -28898 1 /DOOR THRESHOLD 6063 -T6 5 SV -28902 AS READ. SIDE LITE GLAZING BEAD 6063 -T6 6 SV -28896 1 /LEAF HINGE STILE 6063 -T6 7 SV -28901 1 /LEAF LOCK STILE 6063 -T6 8 SV -28897 AS READ. SIDELITE JAMB 6063 -T6 9 SV -28903 1 /CORNER ASSEMBLY STIFFENER 6063 -T6 10 SV -29244 3 /LEAF HINGE DOOR PORTION 6063 -T5 11 SV -29245 3 /LEAF HINGE FRAME PORTION 6063 -T5 12 - 2 /LEAF 3/8' X 16 X 32' LONG THREADED ROD STEEL 13 - 2 /LEAF 3/8' X 16 NUT - 14 - 1 /HINGE 5/16' X 6' ROD PLATED STEEL 15 - 8 /LEAF 1/4' SETTING BLOCK NYLON 16 PV -100 AS READ. GLAZING VEDGE VINYL 17 PV -101 AS READ. BULB VEATHERSTRIPPING VINYL 18 PB -8400 AS REOD. PILE VEATHERSTRIPPING SCHLEGEL 19 SILICONE PLUS - SILICONE DEN CORNING OR EQUIV. 20 5025 AS REDD. FLUSH BOLTS DELTA IND. OR EQUIV. 21 CP -B111 - ENTRY LOCKSET TACO OR VESTLOCK 22 *10X1' PHPS * IOXI' PHPS ASSEMBLY SCREWS AT ALL FRAME JOINTS ' 4.000 - .078 TYP. 1 2.125 L-- 2.015 —] FRAME HEAD /JAMB 1.500 WEATHERSTRIP ADAPTER 4.000 1.750 --{ 1 TOP /BOTTOM RAIL x .078 TYP. .500 2.177 1.375 .062 TYP. --.1 4.000 TOP /BOTTOM RAIL I - -1.371 SIDE LITE GLAZING BEAD 1 1.750 .078 TYP. 4.000 HINGE STILE FRAME TOP CORNER 2.093 .062 TYP. 2.281 4.156 SIDE LITE JAMB L --11 1 Lir x.078 TYP. 4.687 LOCK STILE 2.070 J FRAME BOTTOM CORNER 2.125 .125J wl HINGE .65 250 .844 L 1.547 --1 ASSEMBLY STIFFENER Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 16557 JUL 1 6 2001 DOOR LEAF CORNER APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE Ai) EY FROD' ONTROL DIVISION BUILDING CODE CCMPLIA. ;CE ACCEPTANC, E NO D'( - 072q. // t 3‘4ThL) z Z o t- Q C4 o O a P4 41 LL O tn U 5 W Z 0 O d O V) 5 G4 w I z c3 w ,n Q VI W N to c 0 N . 1 v 6 0 op a. Z 0 cD p w co 0_ I— csi O, 0 r.) U N J 1 J W O p J 0 o o W 0 r r 8 C c 0 0. 0 b 1 drawing no. W98-58 (sheet 4 of 4 M I Ai. 101.0 1 OM PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron Manuf:lcturing Co., Inc. 671 West 18 Strcct Hialeah ,FL 33010 Your application for Notice of Acceptance ' ff S.cries "La Francais" Aluminum Outswinc rcnch Door 18 3SW/elites Under Chapter 8 o'f the Code of Miami-Dade t the upe of Alternate Materials and Types of ,Construction, and completely described herein, has been re for acceptance by the Miami County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration thate stated below. BCCO reserves the riaht to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perforrn in the approved manner, BCCO may revoke, modify, or suspend the use of such product or rnaterial immediately. BCCO reserves the richt to revoke this approval, if it is determined by BCCO that this product or materi21 fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the -manufacturer. ACCEPTANCE NO.: 01- 0607.04 EXPIRES: 07/22/2006 THIS IS THE COVERSHEET. SEF, ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 08/09/200)i • • 11 045000 I1pc2000\ltemplat&.notice accepance cover pie-dot MIAMI -DADE COUNTY. FLORIDA METRO•DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING. 1.10 \VEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130-1563 •- (305) 375 -2901 FAX (305) 375 -2905 COX RAC1 OR LICENSIr'C SECTION (305) 375 -2527 FAX (305) 375-255s CONTRACTOR F :XI:ORCEM DIVISION (305) 375.2966 FAX (305)375-290s 1'RODUCr CO\ 1'ROI. DIVISION (305) 375.2902 FAX (305) 372 -6339 7 Raul Rodriguez Chicf Product Control Division Francisco .I. Quintana. R.A. Director' •• • Miami -Dade County I3uilding Codc Compliance Office ktcrnct mail address: postmaster @buitdingcodconline.com 420 Homepagc: http : / /www.buildingcodeonline.com c.— Yale Ociron Mfg. Co. inc. • NOTICE OF ACCEPTANCE: PRODUCT DESCRIPTION ACCEPTANCE No.: 0l- 0607.04 APPROVED EXPIRES SPECIFIC CONDITIONS AUG 0 9 2001 July 22, 2t) • • 1, SCOPE 1.1 This renews the Notice of Acceptance No. 97- 0815.09, which was issued on July 22, 199S. It approves an aluminum outswing French door as described in section 2 of this Notice ofAcccpiar.ce. ti signed to comply with the South Florida Building Code, (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter not exceed the Design Pressure Rating values indicated in the approved drawings. ': • .1 The Series "La Francais" Aluminum Outswing French Door with Sidelites and its componen :s shall be constructed in strict compliance with the following document: Drawing No. \V97 -13, • Sheets 1 thru 3 of 3, titled "Alum French Door w /Sidelites ", prepared by Al Farooq Corporation. dated OS/05/97, with revision E dated 5/31/01, signed and scaled by-Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance: number and approval date by the i\•liami -Dade County Product Control Division. These documc::ts shall hereinafter be referred to as the approved drawings. • LIMITATIONS This approval applies to sin:_le unit applications of pair of doors and single door with side:litcs, as shown in approved drawings. Sin�.:le door units shall include all components described in the active !carol this approval. INSTILLATION: 1 The aluminum outswing French door and its components shall be constructed in strict compliance with the approved drawings. 2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. LABELING I Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". BUILDING PERMIT REQUIREMENTS Application for building permit shall be accompanied by two copies of the following: 6.1,1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the 1uilding Official or the South F nrida Building Code (SFBC) in order to properly evaluate the inst !lotion f this systcn t • Man •I Perez, P.E. Product Cont Pro • ct ntrol Division Yale 0 ron AM Co. Inc. ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS J. Renewal of this Acccptancc (approval) shall bc considered after a renewal application has bccn filec no older than eight (8) ycars. and the original submittcd documentation, including test supporting data, cnginccring documcnts, 2. Any and all approved products shall bc permanently labcled With the manufacturer's narnc, city, staic stated in the specific conditions of this Acceptance. and the following statement: "Miami-Dade County Product Control Approvcd", or as specifically 3. Renewals of Acceptance will not be considcred if: a) There has been a change in he South Florida Building Code affecting thc evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the onc originally approved; c) If the Acceptance holder has not complied with all the requiremcnts of this acccptancc, including thc corrcct installation of thc product; d) The engineer who originally prcparcd, signed and scalcd the required documentation initially submitted is no longer practicing the cnginccring profcssion. 4. Any revision or change in thc matcrials, usc, ancVor manufacture of thc product or proccss shall automatically bc cause for tcrrnination of this Acccptance, unless prior written approval hos bccn requested (through the filing of a revision application with appropriate fcc) and granted by this officc. 5. Any of the following shall also bc grounds for rcmoval or this Acccptancc: a) Unsatisfactory performance of this product or proccss. b)• Misusc of this Acccptancc as an cndorscmcnt of any product, for salcs, advcriising or any other , purpose. • 6. The Notice of Acceptance number preccdcd by thc words Miami-Dade County, Florida, and followed by the expiration date may bc displaycd in advertising literature. If any portion of the Noticc of Acccptancc is displaycd then it shall bc donc in its enti 7. A copy of this Acccptancc as well as approved drawings and othcr documcnts, whcrc it applics, shall : be provided to the uscr by the manufacturcr or its distributors and shall be available for inspection at- ; i the job sitc at all timc. The engineer nccd not reseal the copics. 8. Failurc to comply with any section of this Acccptancc shall bc causc Acccptance. 9. This Noticc of consists of pagcs I, 2 and this last pagc 3. END OF THIS ACCEPTANCE 3 Manucl Produc z, P.E. Product Contro ;.. ontrol Division 0 1-0607.04 AUG 9 2001 July 22, 2006 For termination and rcmoval of ,.e. MIAMI•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Doralum Corporation 7040 N. W. 77 Terrace Miami ,FL 33166 Your application for Notice of Acceptance (NOA) on Series 100 Outswing Aluminum Patio Doors w /Sidelites under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the 'South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0724.11 EXPIRES: 09/14/2006 THIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE . This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. APPROVED: 08/30/2001 11s04500011pc20001 \ templates \notice acceptance cover page.dot MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE MI. rR0- I)AI)t FLAGLER 13(111,1)INC 140 WIST FLAGLER STREET, sum: 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CoNTRAcroll LK:E:Nsi c; sEC rloN (305) 375-2527 FAX (305) 375.2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (303) 375-2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (303) 372.6339 Rau! ltoangucz Chief Product Control Division Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Doralum Corporation ACCEPTANCE No. : 01- 0724.11 API'ROVEI) AUG 3 0 2001 EXPIRES : September 14, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 98- 0611.03, which was issued on October 8, 1998. It approves an outswing aluminum patio door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "100" Outswing Aluminum Patio Doors with Sidelite, and its components shall be constructed in strict compliance with the following documents: Drawing No: W98 -58, Sheets 1 through 4 of 4, titled "Series 100 Aluni. Swing Door w/ Sidelites," prepared by manufacturer, dated 07/31/98, signed and sealed by 1 iumayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami - Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door with, or without, sidelites, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The outswing aluminum patio doors and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFI3C) in order to properly evaluate the installation of this system. Iviant Prod Perez, P.E, Product ContrcP.imincr 'ontrol Division Doralum Corporation 3 ACCEPTANCE No.: 01- 072 -1.11 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. ENI) OF TILIS ACCEPTANCE Prod ontrol Division AUG 3 0 2001 : September 14, 2006 I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and t original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manuf'acturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If' the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal (Willis Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida. and followed by the . expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal 01 Acceptance. Manu Perez, P.E, Product Cont ambler /".A £ 1 OF 16/70/0 L Owned le d W.1� -b /p 1 /".A £ Cede 'p. Redd' 16/70/0 L Owned le d W.1� -b /p 3) edded r•de 37 ® MeAte ! O A•SS edded s a•aro Number •/ti 4 rn e .250 1 T T 1.750 1 1 7/8' 1 7/8' (TYP) Unless etl+e s4so specified. WI inside nods - .0625 POSITIVE = +55 NEGATIVE = -71.5 15575' 13' COVERAGE T 6 1/2' 4 5/8' 0.114 R 4 429' F - 1.475 O ALUMINUM HEADER CHANNEL DETAIL GENERAL NOTES 3 1/4 -- / \ X090 R �1 7/8' TYPICAL 20 GA GALVANIZED PANEL 250 X .500 - S/S CLINCH STUD 2.000" ©STUD ANGLE 1. INS SHUTTER 1S DESIGNED IN ACCORDANCE WITH rIE FLORIDA BUILDING CODE. 2001 EDITION. 2. POSIIVE AND NEGATIVE DESIGN PRESSURE CALc I.ATIOV: SHALL EE PERFORMED IN ACCORDANCE VAIN ASCE 7 -98 'MINIMUM DESIGN LOADS FOR BUILDINGS ANo OTHER STRUCTURES 3. STORM PANELS SHALL BE AISI 20 GAUGE GALVANIZED (0.03561 CONFORMING TO ASTM A653 STRUCIRUAL GRADE 37 'ATHA MIN. Fy - 37KSL ALUMINUM EXTRUSIONS SHALL BE 6063 -T6. U.D.N. 4. PRODUCT MARKINGS SHALL BE YATHIN 12" OF ONE END OF THE PANEL WITH MIN. OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: SOUTHEASTERN METALS MANUFACTURING CO.. INC. JACKSONVILLE. FLORIDA MIAMI DADE COUNTY- PRODUCT CONTROL APPROVED 5. TO MEET METRO -DARE HURRICANE CODE. REINFORCED PANELS WITH S11TCH BOLTS AND SPRING NUTS AT MID-SPAN SECURED AT EVERY LAP JOINT. 6. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy - 33 KS. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURES REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT 7ES1INC. B. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS INDICATE. PANELS MAY BE MOUNTED HORIZIONTALLY INHERE APPUCABLE. 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS PROPOSED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN ACCORDANCE WITH DADE COUNTY PROTOCOLS PA 201. 202. ANO 203. DESIGN IS BASED ON CTC TEST REPORT NO. 10. MAXIMUM ALLOWABLE DESIGN LOAD: / I1.375 REF. 5/8' HOLE (TYP) .125" 0 0 N 1 2 86" SILL 68" SILL 250 X .500" S /S CUNCH STUD 1 /4 "Xt" 0 / SIDEWALK BOLT 1/4 • 1/2" RAW. G4X - 111 ANCHOR , SECURED N MASONRY UNIT I, 1.000" 2.000" ® PATIO SILL DETAIL 7/8" X 5/16" SLOT (TYPICAL) 0.125 44" SILL 7/8 " 56" SILL 2.50 " -+1 - 13.00 - - -4- 13.00' -I•- 13.00- - -i 44" SILL I • e e • s • 6.50-+ 6.50 "+M - 6.50 4 6.50 " -4 6 ANCHORS 2.00' -4 10- 13.00" ----+Il- 13.00' -+I~- 13.00" - -{t- 13.00 --+1 56" SILL I• e • o o • a e • o le 6.50 6.50 "+1+ 6.50 - 4 6.50 "+ 6.50 "+ 6.!.0 "+ 6.50 - +1 8 ANCHORS HEADER CHANNEL LAYOUT 6 ANCHORS 8 ANCHORS u >r u u 1 10 ANCHORS 12 ANCHORS HOLE LEGEND • 7/16'0 THRU HOLE CLINCH STUD o • 3 1/4 Note: Reinforced panels with stitch bolt and spring nut at mid -spon secure at coch lop joint with washered wing nut 1.50 - -4 1+- 13.00 " - +1+ -- 13.00" - 13.00 - -4 -- 13.00" +1+- 13.00 " --+I 68" SILL I• 0 0 e 0 0 l 0 • 0 0 • 0 0 • I 1.6.50 - +1+ . 6.50 - +4 6.50 - 4 6.50 - 4 6.50"+ 6.50 - +4 6.50 -4 6.50'+4 6.50 -+I 10 ANCHORS 4.00 - -+1 1'-- 13.00" -4 13.00" -- +1- ,A1 3.00" -- --41+ -- 13.00 - --+1+- 13.00" --4-- 13.00" --4 86 SIU. I • • • • 0 • o o • 0 0 • 0 0 • 0 0 • I if 6.50 6.50 -+4 6.50 "+4 6.50 "+1~46.50" 4 6.50 6.50 "+4 6.50 - 4 6.50 6.50 - 4 6.50 - +1 12 ANCHORS STUD ANGLE SILL LAYOUT I 1 3 I 4 1o6 1/2+1o6 1/2+1e6 1/2" 6 1/2+ -e6 1/2"s 1 u fly Miami • Division it • • • • • 44" 56" PRODUCT REVISED' ac complying with the Florida !Inkling Cale Acceptance No 02•-- 0 Expiratio Dale Product Contrul .o2, 007 ■ 55I161:A51E13441EfAL5 MFG. CO.. PLC. 20032 GN.VANIZEV SfdRM PAC. 5Y51EM ti J ANCHOR SCHEDULE (MIN. 2" EDGE DISTANCE) LRLSTx1G STRUCTURE ANOIDA TYPE FASTENER SPACING (N) 6.5 6.5 ' e.6 • 1 • 1'x1 /4'/20 HOOD BUSHNo 1/4 IEX HEAD BOLT SS rpm BUD 1 /4" • 11000 LAG MIN 1 1/2" INK DYBLDMANT 1/4 M BOLT MALE 1 1/4' GALV. MASHER & 3 1a t3 WASHERED MOB NUT 1'x1/4"/20 MOOD BU9ONa 1/4 X1 /20 SIDEWALK BOLT ANCHOR SCHEDULE (MIN. 2" EDGE DISTANCE) L1ISTp STRUCTURE ANCHOR ME FASTENER SPACING (NI 13 6.5 8.5 13 13 CONCRETE 1/4"4 RA*.. CALK -N ANCHOR & 1/4"x1' SIDEWALK BOLT (3/4' 0 HEAD) N Ca 1/4"x2" CONCRETE ORIV[ •A1L *111 E16+AN90■ AND/OR 1/4 "x2 1/4' TAP CM 16114 IEx IEAO SCREW TM 1 1/2" 14N. EMBEDMENT 1/4"x2' G. PANEL MATE MASONRY BOLT 18114 1 1/4' GALV. WASHER & WASNERED UNOED NUT 4 1=INIMMIRA 1/4"4 RAWL CALK -N ANLNOR i 1 /4 9DEWMJC BOLT (3/4' • NERD) 1 .../Ca ANCHOR SCHEDULE ( MIN. 2' EDGE DISTANCE) STRUCTURE ANCHOR TYPE (4S1[NER SPACING (N) ...'L1L •''a 1/4 "0 RAY. CALK-1N m t AMOCO 8OLT (3 • i€ Kx o 13 1/4"x2 1/4' TAP CON w114 SEX HUD SCREW *1N 1 1/2' MN. EMBEDMENT •• 6.5 HOLLOW 1/4"• RAM. CAtx - N MOCK ANCHOR t I/4"x4" 90EWAUC BOLT (3/4' a NERD) OMMIf )0 13 1/4"x2" ELCO PANEL MATE MASONRY BOLT *1N 1 1/4' CALV WASHER ! WAS1ERED WHOM NOT .. 41=ginsit, 13. 40 2of2 J ..- ...'L1L •''a wit '/q m t ii 2:.:;. 40 1. ® O� a��e►1 to a enti k- wit '/q m � •AM Existing Structure Existing Structure Wood Framing Wood Framing Gloss or Door 1 "x1/4"/20 Hex Head Bolt 1'x1/4 " /20 Rawl Calk —in Anchor O WALL MOUNT SECTION (DIRECT MOUNT SYSTEM) N. T.S v O 8L{�l F TO WAIL D_FTAIJ. 1 /4'x2" Eleo Panel Mote Masonry Bolt w/1 1/4' Galy Washer & Woshered Winged Nut Steel Spring Nut 1/4 "0 Wood Lag Screw 1 1/2" Min. Embedment Steel Spring Nut 1 "x1/4"/20 Wood Bushing w/1 "x1/4" /20 Hex Head Bolt 1/4 "X1" Sidewalk Bolt Existing Structure Existing Structure 4 Gloss or Door 1/4 "xi" Sidewalk Bolt PANFI TO ANGI F DFTALI e D Wood Framing ()STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM (WOOD FRAMEI N.T.S Glass Or Door tip Ism ANGLE TO WALL DETAIL O 1'x4 " KO. 125" or 2 "x4 "x0.125' Alum. Tube or 2 "x4" P.T. Wood for Stud Framing O 16' o.c. & 2 "x6" P.T. Wood Stud Framing 0 24" o.c. 1 20 Hex Head Bolt 1'x1/4720 Rawl Calk —in Anchor Steel Spring Nut 1/4 "X1' Sidewalk Bolt 1 "x1/4 " /20 Rawl Calk —in Anchor PANEL TO AK LE DETAIL © HEADER / STUDDED ANGLE MOUNT SYSTEM N.T.S 1/4'0 Wo4td Log Screw 1 •/2' Min. Embedment 1 2 1 /4 "e 4 1/2' Len Screw 0 24" o.c. m w/1 3/4' Penetrotitx• in Center of Studs THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS WALL MOUNT SECTION (BOTTOM) N. T.S Sidewalk Bolt Existing Structure Existing Structure Gloss or Door e e. 4 e A \_® AN(:1 F TO WA11 DFTAIL 1/4 "x1 1/2" Concrete Drive Noi w/ Expansion Anchor Steel Spring Nut /4'X1" Sidewalk Bolt w/Hex Head li 1/4 "x2 1/4" Topeon PANFI TO ANGI F DFTA11 O STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM N.T.S "1WT AVAILABLE FOR 66" PANEL 11HG114 ONLY. .-NOT AVAILABLE FOR 66' PAWL LENGTHS fOR HOLLOW BLOM ONLY FOR 13" 0.C. SPACING PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No 0 Z — 0 Expi Lion Date By Miami Da.,! . • net Control Division oy.o 0o7 l Vetsi : i,:a; )1:. i.a• r;;Tl ;•'.i11w' BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville, Florida 32218 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction,. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.0356" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 96 20GA01, titled " Southeastern Metals Manufacturing Co., Inc. 20 Gauge Galvanized Storm Panel System ", sheets 1 and 2 of 2, prepared by Southeastern Metals Manufacturing Co., Inc., dated October 17,1997, last revision #2 dated October 10, 2002 bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 99- 0318.03 & consists of this page 1 & approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 02-0809.02 ° Expiration Date: 10/10/2007 Approval Date: 11/21/2002 Page 1 Date Name of Building Official Name of Municipality Address City, State, Zip Re: Aluminum Storm Panel System Dear Sir: We are the authorized distributor of the Dade County Notice ofAcceptance Holder for ALUMINUM STORM PANEL SYSTEM under the NOA. NO. 01-0718.15. This Letter authorized to use our system. Following job: Sincerely, Name of Owner Jobsite Address Authorized Signature from Notice ofAcceptance Holder TIM SELF, Vice President / CFO Print Name and Title JIM HORTON, Design and Development Engineering Director GIBRALTAR Appleton Supply Co., Inc. Appleton, WI Building Products 800- 558 -3414 Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive • P.O. Box 26347 Jacksonville, Florida 32218 1 (800) 874 -0335 • (904) 757 -4200 MIlcor Southeastern Metals Weather Guard Lima, OH Jacksonville, FL Denver, CO 888- 861 -6452 800- 874 -0335 800- 999 -6240 Dot Metal Products Solar Group, Inc. USP Lumber Connectors San Antonio, TX Taylorsville, MS Montgomery, MN 800- 331 -9966 800 -647 -7063 800- 328 -5934 FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner. Climate Zone: VARONA RESIDENCE 517NE91 ST MIAMI SHORES, FL 00000-0000 South Builder. Permitting Office: MIAMI Permit Number Jurisdiction Number. 231000 1. New construction or existing 2. Single family or multi - family 3. Number of units, ifmniti- family 4_ Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (11 7. Glass area & type a. Clear glass, default U- factor b. Default tint c. Labeled U or SHGC 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete. Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret Unc. All: Interim b. N/A Single Pane 121.0 ft 0.0 ft 0.0 ft Addition Single family 1 1 No 664 11 Double Pane 0.0 ft 0.0 ft 00 fl RA1.0, 107.0(p) ft _ R =3.0, 662.0 11 _ R =19.0, 664.011 _ Sup. R.0, 25.011 _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water a. Electric b. N/A Cap: 18.0 kBtu/hr _ SEER 12.00 Cap: 17.1 kBtu/hr _ COP:1.00 _ Cap: 50.0 gallons _ EF: 0.86 _ lass/Floor Area: 0.18 Total as -built points: 10095 Total base points: 10378 PASS h.= = b "'. that the plans and specifications covered this calcu . "on are in compliance with the Florida wolf Code. PREPARED Y• ..i�f DATE: b I hereby certify that is building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicate compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFF DATE: • /11 Aar EnergyGaugee (Version: FIRCPB v3.30) PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com BASE 1 AS- BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 684.0 32.50 3884.4 Single, Clear P4 4.0 6.0 70.0 36.46 0.79 2005.7 Single, Clear E 4.0 6.0 27.0 78.71 0.65 1375.3 Single, Clear 3 4.0 6.0 24.0 66.93 0.60 959.5 As - Built Total: 121.0 4340.5 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Instil, Exterior 3.0 662.0 2.70 1787A Exterior 662.0 2.70 1787.4 Base Total: 662.0 1787.4 ' As -Built Total: 662.0 1787.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 22.0 9.40 206.8 Exterior 22.0 6.40 140.8 Base Total: 22.0 140.8 I As- BulltTotal: 22.0 206.8 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 664.0 2.80 18592 Under Attic 19.0 664.0 3.72 X 1.00 2470.1 Base Total: 884.0 1858.2 As -Built - falat: 884.0 2470.1 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 107.0(p) -20.0 - 2140.0 Slate -On -Grade Edge Insulation 0.0 107.0(p -20.00 - 2140.0 Raised 0.0 0.00 0.0 Base Total: - 2140.0 As -Bullt Total: 107.0 - 2140.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 664.0 18.79 12476.6 664.0 18.79 12476.6 Summer Base Points: 18008.4 Summer As -Built Points: 19141.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AMU) 19141.3 1.000 (1.073 x 1.165 x 0.90) 0284 1.000 6119.5 18008.4 0.4266 7682.4 19141.3 1.00 1.125 0.284 1.000 6119.5 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details 1 ADDRESS: 517 NE 91 ST, MIAMI SHORES, FL, 0000 4000 PERMIT #: J EnergyGaugeT°" DCA Form 600A -2001 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X WPM X WOF = Point .18 6640 2.36 2821 1 Single, Clear N 4.0 6.0 70.0 6.03 0.97 Single, Clear E 4.0 6.0 27.0 4.77 1.07 Single, Clear S 4.0 6.0 24.0 4.49 1.22 As -Built Total: 121.0 411.5 137.6 131.2 680.3 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 662.0 0.60 3972 Base Total: 662.0 397.2 Concrete, int In sul, Exterior 3.0 662.0 1.20 As- Built Total: 662.0 794.4 794.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 22.0 1.80 39.6 Base Total: 22.0 39.6 I Exterior Wood 22.0 2.80 As -Built Total: 22.0 61.6 61.6 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 664.0 0.10 66.4 Base Total: 664.0 66.4 Under Attic 19.0 664.0 0.14 X 1.00 As -Built Total: 664.0 93.0 93.0 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 107.0(p) -2.1 -224.7 Raised 0.0 0.00 0.0 Base Total: -224.7 Slab- On -(lade Edge Insulation 0.0 107.0(p -2.10 As-Bullt Total: 107.0 -224.7 -224.7 INFILTRATION Area X BWPM = Points Area X WPM = Points 664.0 - 0.06 - 39.8 664.0 -0.06 -39.8 Winter Base Points: 520.7 Winter As -Built Points: 1364.7 Total Winter X System = Heating Points Multiplier Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (OM x OSM x AHU) Heating Points 520.7 0.6274 326.7 1364.7 1.000 (1.099 x 1.137 x 0.91) 1.000 1.000 1364.7 1.04 1.137 1.000 1.000 1551.8 1551.8 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 517 NE 91 ST, MIAMI SHORES, FL, 00000 -0000 PERMIT #: 1 EnergyGaugeTm DCA Form 600A -2001 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com • FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 517 NE 91 ST, MIAMI SHORES, FL, 00000 -0000 PERMIT #: BASE WATER HEATING Number of X Multiplier = Total Bedrooms AS -BUILT Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 1 2369.00 2369.0 50.0 0.86 1 As -Built Total: 1.00 2424.09 1.00 2424.1 2424.1 EnergyGaug& DCA Form 600A -2001 PASS PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points — Total Points 7682 327 2369 10378 6119 1552 2424 10095 • FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 517 NE 91 ST, MIAMI SHORES, FL, 00000 -0000 PERMIT #: BASE WATER HEATING Number of X Multiplier = Total Bedrooms AS -BUILT Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 1 2369.00 2369.0 50.0 0.86 1 As -Built Total: 1.00 2424.09 1.00 2424.1 2424.1 EnergyGaug& DCA Form 600A -2001 PASS PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (qas) must be provided. External or built-In heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). pools efficiency of 78%. �, Shower heads 612.1 Water flow must be restricted to no more than 25 gallons par minute at BO PSIG. Air Distribution Systems 610.1 M ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Insulation 604.1, 602.1 Common ceiling & floors R -11. FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 517 NE 91 ST, MIAMI SHORES, FL, 00000 -0000 PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS Exterior Windows & Doors Exterior & Adjacent Walls Floors Ceilings Recessed Lighting Fixtures Multi -story Houses Additional Infiltration regts SECTION 606.1.ABC.1.1 606.1.ABC.1.2.1 606.1.ABC.1.2.2 606.1 ABC.12.3 606.1.ABC.12 4 606.1.ABC.12.5 606.1.ABC.1.3 REQUIREMENTS FOR EACH PRACTICE Maximum:.3 dmisq ft. window area; .5 efm/sq.ft. door area. Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wad foundation & wall sole or sill plate; joints between exterior waif panels at comers; udiity penetrations; between wall panels & toptbottom plates; between walls and floor. EXCEPTION: Foams walls where a continuous infiltration banger Is Installed that extends from, and is sealed to, the foundation to the top plate. EXCEPTION: Frame floors where a continuous irrflibafkn barrier is instaBad that is sealed to the perimeter, penetrations and seams. Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic ate. EXCEPTION: Frame ceifngs where a continuous lnfl#tration barrier is Type IC rated whir rro , sealed; or Type IC or non -IC rated, installed inside a sealed box with 112° clearance & 3° from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Air barrier on perimeter of floor cavity between floors. Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. CHEC V J 1/ 6A-22 OTHER PRESCRIPTIVE MEASURES !must be met or exceeded by all residences. EnergyGauge DCA Form 600A-2001 EnergyGauge@IFIaRES'2001 FLRCPB v3.30 PDF created with FinePrint pdfFactory Pro trial version tiwuw.pdfactory.com ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (11 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab-On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. All: Interior b. N/A ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4 The higher the score, the more efficient the home. , 517 NE 91 ST, MIAMI SHORES, FL, 00000 -0000 Addition _ 12. Cooling systems Single family _ a. Cemrat Unit 1 _ 1 _ b. N/A No _ 664 ft c. N/A Single Pane Double Pane _ 121.0 ftz 0.0 ft - 13. Heating systems 0.0 ft 0.0 ft - a. Electric Strip 0.0 0.0 - RA.0,107.0(p) ft _ R =3.0, 662.0 11 _ b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) R =19.0, 664.0 ft _ 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, _ PT- Programmable Thermostat, Sup. R=6 0, 25.0 ft _ MZ- C- Multizoae cooling, MZ- H-Multi heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCPB v3.30) PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com Cap: 18.0 kBtn/hr _ SEER: 12.00 _ Cap: 17.1 kBtu/hr _ COP: 1.00 _ Cap: 50.0 gallons _, EF: 0.86 - REYES- GAVILAN Consulting Engineers,Inc. 8560 N.W 169 Terrace Miami lakes FI 33016. Tel:(305) 828 -5205 Unit/ Area served: AHU -1 ITEM SOLAR SHADE T. AREA BTU/HR N. Glass 37 x x 70 = 2590 NE. Glass 66 x x = 0 E. Glass 91 x x 27 = 2457 SE. Glass 82 x x = 0 S. Glass 56 x x 24 = 1344 S.W. Glass 82 x x = 0 W. Glass 91 x x = 0 NW. Glass 66 x x = 0 Hor. Glass x x = 0 T. Glass area = 121 Subtotal = 6391 ITEM Partition Roof Floor Ceiling TOTAL SENS. GTH =TOT. SENS. x 13 HEAT LOSS 1'ThM Walls Roof Floor Glass Ventilation = 1.1xDTxQ' Partition TOTAL KW AT U T. AREA 13 x 0.09 x 0 48 x 0.05 x 664 13 x 0.4 x 0 x x = 13013 Btu/Hr = 16917 Btu/Hr BTU/HR 0.0 = 1593.6 0.0 = 0.0 Subtotal = 1594 T. AREA AT U BTU/HR 662 x 27 x 0.3 = 5362.2 664 x 27 x 0.05 = 896.4 0 x 27 x 0.4 = 0.0 121 x 27 x 1.1 = 3593.7 1.1 x 27 x 47.664 = 1415.6 0 x 27 x 0.09 = 0.0 11267.9 Btu/hr 3.3 Kw Q= ARCHxVOL./6 0.48 x 5958 / 60 = 47.664 Area A/C= 662 Sq. ft. Volume A/C= 662 x 9 = 5958 Cu. ft. Residential Cooling and Heating Load Calculations Based on ASHRAE Cooling & Heating Load Calculation Manual. Second Edition. JOB Name: Adress.: Date: Calculated by: Checked by: ITEM N. Wall NE. Wall E. Wall SE. Wall S. Wall SW. Wall W. Wall NW. Wall Knee wall T. Wall Area ITEM People Kitchen Infil./Vent. = Miscellaneous TONS USE Cfm Sq.FtJT CFM/sq.ft VARONA RESIDENCE 517 NE 91 ST MIAMI SHORES, FLORIDA 03/12/04 A.M. R.G. AT U T. AREA BTU/HR 14 x 03 x 191 = 802.2 x x = 0.0 24 x 0.3 x 224 = 1612.8 x x = 0.0 17 x 0.3 x 247 = 1259.7 x x = 0.0 24 x 03 x = 7.2 x x = 0.0 x x = 0.0 662 Subtotal = 3682 BTU/Unit TOTAL 230 x 2 1200 x 0 1.1xQxDT = 47.664 x - 1.4 = 1.5 Tons • 600 • 4413 - 0.9 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com BTU/HR 460 0 16.5 = 786.5 = 100.0 Subtotal = 1346 ......... .. •• •-• ••• •• amt, SI ......... ••••••.... ... Edward A. LANDERS, P.E. CONSULTING ENGINEERS r • . #038398 (305)823-3938 Nifirtt4X04 57 AJ6 7P z - 1 ........ ... . . . c 11/4t,ek 0-P i‘iti • ?. ... s 5- 6) 14409 ... Fr K.„ - r ;: Cly A 0.)4° P.Ajp,..ftivi‘ Sp 46- " l r st r eot Jet) ' rd X ZcP r - r 3 ". .. • Edward A. LANDERS, RE. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 Cert.-0 - 1 ...... •• • • „ ....... ........ . • . ... . • ... .. . . . ... ....... ........ . ........ Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 3 GABLE /HIP ROOF WIND LOADS ROOF AREA a 1 2 3 GCp ( +) 0.405 0.405 0.405 GCp ( -) -0.852 -1.766 -1.766 PRESSURE(psf) 44.2 44.2 44.2 VERT. COMP. 42.9 42.9 42.9 HORIZ. COMP. 10.7 10.7 10.7 SUCTION(psf) -65.0 -107.3 -107.3 VERT. COMP. -63.0 -104.1 -104.1 HORIZ. COMP. -15.8 -26.0 -26.0 a a a a 2 1 2 2 1 2 3 3 3 3 EDWARD A. LANDERS, P.E. 7850 NW 146TH ST. #509 MIAMI LAKES, FL 33016 (305)823 -3938 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Wht4dA RESIDENCE JOB NUMBER : DESCRIPTION : WIND PRESSURES WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 30.0 FT2 MEAN ROOF HEIGHT = 12.0 FT DISTANCE, Z = 12.0 FT Kh = 0.849 Kz = 0.849 P = qh [ (GCp) - (GCpi) ] GCpi = +0.55/ -0.55 BUILDING WIDTH = 50.0 FT CORNER DISTANCE, a = 4.8 FT o Pery Po(1.c.1i. DATE : 2/5/2005 qh = 46.3 PSF qz = 46.3 PSF 6/ tsS t►pC - lo3 .v -•(046 ( - -t04 -• G n./ ± to o -o + o.o -tto.0 /J .4 a ) C:Or .... C1 --W -44:a GABLE /HIP ROOF WIND LOADS ROOF AREA a 1 2 3 GCp ( +) 0.405 0.405 0.405 GCp ( -) -0.852 -1.766 -1.766 PRESSURE(psf) 27.1 27.1 27.1 VERT. COMP. 26.3 26.3 26.3 HORIZ. COMP. 6.6 6.6 6.6 SUCTION(psf) -47.8 -90.1 -90.1 VERT. COMP. -46.4 -87.5 -87.5 HORIZ. COMP. -11.6 -21.9 -21.9 a a a a 2 1 2 2 1 2 3 3 3 3 EDWARD A. LANDERS, P.E. 7850 NW 146TH ST. #509 MIAMI LAKES, FL 33016 (305)823 -3938 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : V RESIDENCE JOB NUMBER : DESCRIPTION : WIND PRESSURES WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 - 98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 30.0 FT2 MEAN ROOF HEIGHT = 12.0 FT DISTANCE, Z = 12.0 FT G uess ..- 3(a. f- Kh = 0.849 Kz = 0.849 P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 qh = 46.3 PSF qz = 46.3 PSF BUILDING WIDTH = 50.0 FT CORNER DISTANCE, a = 4.8 FT - 4 cse--r, .9-yzP4 -(9' T.- .4. CO. c=> DATE : 2/5/2005 4 co- -77d 5- rchoring Systems t(Cwik Bolt 11 Expansion Carbon Steel Kwik Bolt II Allowable Loads in Concrete Values shown are for a shear plane acting through the anchor bolt body. When the shear plane Is acting through the anchor bolt threads, reduce the shear values by 20%. All other values shown are for shear plane acting through either body or threads. ** Values shown are for a shear plane acting through the anchor bolt body. When the shear plane Is acting through the anchor bolt threads, reduce the shear value by 12 %. 9.3.3 Slur Through The Solt Body • Anchor Diameter In. (mm) Embedment 2000 psi (13.8 MPa) Shear Ib (kN) 3000 psi (20.7 Tension Ib (kN) MPa) Shear Ib (kN) 4000 psi (27.6 MPa) Shear Ib (kN) 6000 psi (41.4 Tension Ib (kN) MPa) Depth In. (mm) Tension Ib (kN) Tension lb (kN) Shear Ib (kN) 11/4 270 430 330 430 380 430 470 430 (29) (1.2) (1.9) (1.5) (1.9) (1.7) (1.9) (2.1) -. - - (1.9) lb 2' 5i9 - -- 590 - 630 -- - -. (6.4) (51) (2.5) 530 (2.6) 530 (2.8) 530 670 530 31/4' 670 (2.4) 670 (2.4) b70 (2.4) (3.0) (2.4) (95) (3.0) (3.0) (3.0) 11/4 530 990 650 1040 750 1100 850 1100 (41) (2.4) (4.4)__Y (2.9) (4.6) (3.3) (4.9) __ (3.8) (4.9) '/e 2'/�' 1200 - 1290 - 1370 - (9.5) (64) (5.3) 1470 ( 1470 ( 1470 1550 1470 41/4' 1330 (6. 1390 (6.5) 1440 (6.5) (6.9) (6.5) (108) (5.9) (6.2) (6.4) 21/4 1170 1940 1310 1970 1450 1970 1730 1970 (57) (5.2) (8.6) (5.8) (8.8) (6.4) (8.8) (7.7) (8.8) 1/2 3'h' 1870 - _ . _ - . , . ._ - 2400 • (12.7) (89) (8.3) 2450 (9. 2450 (10.7) 2450 2800 2450 6' 2080 ( 2310 (10.9) 2630 (10.9) (12.5) (10.9) (152) (9.3) (10.3) (11.3) 2'/• 1600 3070 1870 3070 2130 3070 2870 3070 (70) (7.1) (13.7) (8.3) (13.7) (9.5) (13.7) (11.9) (13.7) sh 2400 260 - ._ 3290 _.-__- _____ ________ 4" (15.9) (102) (10.7) 3840 (12.7) 3840 (14.6) 3840 4190 3840 7" 3200 (17.1) 3470 (17.1) 3730 (17.1) (18.6) (17.1) (178) (14.2) (15.4) (16.6) 3 1970 4140 2320 4140 2670 4140 3200 4140 3 /4 (83) (8.8) 2930 (18.4) (10.3) (18,4) (11.9) (18.4) (14.2) 5870 -- (18.4) T - - 41/4" 4130 4800 (19.1) (121) (13.0) 5120 (18.4) 5120 (21.4) 5120 (26.1) 5120 8" 4000 (22.8) 4930 (22.8) 5870 (22.8) 6320 (22.8) (203) (17.8) (21.9) (26.1) (28.1) 4'h 3330 7070 4050 7600 4670 8140 5070 (114) (14.8) (31.4) (18.0) (33.8) (20.8) - (36.2) (22.6) - 1 6 4930 - - 8000 - - 7070 8400 9200 (25.4) (152) (21.9) 9200 (26.7) 9200 (31.4) 9200 (37.4) (40.9) 9 6670 (40.9) 7670 ( 8670 (40.9) 10670 (229) (29.7) ( 34.1) (38.6) (47.5) rchoring Systems t(Cwik Bolt 11 Expansion Carbon Steel Kwik Bolt II Allowable Loads in Concrete Values shown are for a shear plane acting through the anchor bolt body. When the shear plane Is acting through the anchor bolt threads, reduce the shear values by 20%. All other values shown are for shear plane acting through either body or threads. ** Values shown are for a shear plane acting through the anchor bolt body. When the shear plane Is acting through the anchor bolt threads, reduce the shear value by 12 %. 9.3.3 Slur Through The Solt Body • Anchoring Systems Kwik Bolt 11 Expansion Anchor 120 Influence of Anchor Spacing and Edge Load Adjustment Factors (Anchor.Spadng) f„ Tensile/Shear Spacing Anchor Diameter s in. (mm) ' J4 1 /e 1 /4 1 /e 1 /4 1 1'14 ( 29) .70 1' /.(.41) .83 2 (51) . .93 2'/4( 571_ 1.0 2'/z_ 64) _ -i /44 (70Z ( 83) '3 95) 4'h (1141 _ 5 (127) 51L(1 6 (152) 6 ' / _(i') 7_ (178) 8 .12032 _..._ 9_ (? Influence of Anchor Spacing and Edge Distance t f = standard embedment) Load Adjustment Factors (Anchor Spacing) f Load Adjustment Factors (Edge Distance) fR Tension/Shear _ Tension t Anchor Diameter g Anchor Diameter Spacing s in. (mm) 2 ( 51) .70 2'/4 ( 4, .74 (6.78 2'/4 ( 70) .81 3 83) .89 3 '/! L 95 ) .. 4' /z (114) 1.0 5 - . (127 5' /a 1140) _ 6 (152) _ 7 (178) (203) __ _9 (229 10 (254i__ 12 (305) X 4 . 03561 _ � (406) 18 (457) f 0.3 .L +0.40 fors >s>s„„ .70 .77 .82 .86 .91 1.0 s/ /e .70 .73 .79 .85 .94 _ 1.0 .70 .73 .77 .83 .90 1.0 7z .72 .79 .83 .87 .91 .9G 1 .0 f 0.3 hs for s„ s >s .74 .81 .85 .89 .93 1.a + 0.40 .70 .75 .81 .89 .95 1.0 .70 .75 .82 .86 .91_ .95 1.0 3/ .78 .72 .75 .78 .81 .84 .91 .97 1. .70 .73 .77 .80 .83 .87 .93 1.0 1 1 .0 ..70 .73 .75 .80 .85 .90 Edge Distance c in. (mm) 1'h ( 29) 1'/e ( 41) 2 ( 51) 2'h ( 57) 2' /z ( 64) 2 ( 70) 3'/4 ( 83) 33/4 ( 95) 4'h (114) 5 (127) 5'h (140) 6 (152) 6'h (165) 7 (178) 8 (203) 9 (229) 10 (254) 12 (305) 14 (356) Distta ce c in. (mm) 2 (51) 2 ( 57) 2' /z ( 64) 2'/4 ( 70) 3'/4 ( 83) 3 ( 95) 4 (114) 5 (127) 5'h (140) 6 (152) 6' /z (165) 7 (178) 8 (203) 9 (229) 10 (254) 12 (305) 14 (356) 16 (406) 18 (457) Distance 1 1n = minimum embedment) Load Adjustment Factors (Edge Distance) f Tensile fnR ' Anchor Diameter 1 /4 a/e 1 /: .80 .97 .80 1.0 .89 .95 .80 1.0 .84 .89 .98 1.0 f,,,, =0.4 hum +0.40 torc,>c >c„ 1 /4 1 / .80 .85 .90 .80 .95 .84 1.0 .92 1.0 .91 .85 .97 .90 1.0 .95 1.0 fRa = 0.4 + 0.40 rorcp >c >c,,,, /4 .59 .67 .74 .81 .96 1.0 .51 .56 .67 .77 .56 .92 .67 1.0 .74 .81 .89 .97 _ 1.0 Shear I Anchor Diameter a/ t 0.333 for c >C >C, Shear Inv Anchor Diameter '/e .54 .61 .67 .73 .79 .85 .97 1.0 = 0.333 he for c„,>C>c,,, 1 /4 .61 .6 7 .72 .52 .82 .59 92 .67 1.0 .74 .89 1.0 4.3.3 Hilti Product Technical Guide 10/99 EDWARD A. LANDERS, P.E. 7850 NW 146TH ST. #509 MIAMI LAKES, FL 33016 (305)823 -3938 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : (/ RESIDENCE JOB NUMBER : DESCRIPTION : WIND PRESSURES WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 GUST FACTOR = 0.85 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** MAIN WIND FORCE RESISTING SYSTEMS * ** BUILDING DIMENSION NORMAL TO WIND DIRECTION = 50.0 FT BUILDING DIMENSION PARALLEL TO WIND DIRECTION = 80.0 FT MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 4.0 FT Kz = 0.849 ROOF SLOPE = 3.00 : 12 (14.04 DEG) WALL WIND LOADS WINDWARD WALL : Cp = 0.80 P = 23.2 PSF, GCpi = 0.18 P = 39.8 PSF, GCpi = - 0.18 LEEWARD WALL : Cp = - 0.38 P = -23.3 PSF, GCpi = 0.18 P = -6.6 PSF, GCpi = - 0.18 SIDE WALLS : Cp = -0.70 P = -35.9 PSF, GCpi = 0.18 P = -19.2 PSF, GCpi = - 0.18 DATE : 2/5/2005 qh = 46.3 PSF qz = 46.3 PSF Refer to ASCE 7 -98 Figure 6 -9 for the Wind Pressure Combinations. B4 MAPAND PANEL NUIVI13ER 12025C0093 8i.SUFFIX J B6. RPM INDS( DATE 7/17/95 B7. FIRM PANEL EFFECTNEJREVISEDDATE 1/2/94 BS FLOODZONE(S) X B9. BASE FLOOD ELEVATION(S) (ZcneAO, use dapthoffocdng) N/A BUILDING OWNER'S NAME DANNY VARONA FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read the instructions on pages 1.7. For itpwance Coinpeny USee, P icyr Nutitber CotiapanyNAIC Number SECTION A - PROPERTY OWNER INFORMATION BUILDING STREET ADDRESS (Inducting Apt, Unit, Sufis, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 517 N.E. 91 ST. STATE FLORIDA PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 9 AND 10, BLOCK 58, PB 10, AT PAGE 37 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if try.) RESIDENTIAL CITY MIAMI SHORES LATITUDE/LONGITUDE (OPTIONAL) ( fir -# - 1f#.riF' or NAM) FEMA Form 81-31, January 2003 HORIZONTAL DATUM: D NAD 1927 D NAD 1983 ined n( ) SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION C - BUILDING ELEV C1. Burlingele+raio care Lased cm D Con bon Dr 4 n9V' D *A newElerati u On Ca fate ve7 be red when condemn of the C2. Bugg Dagrmn Numbed. (Select the bullring dagarn most senlarto accuatieyrepresents theburldng ,prartdeaske hor .) C3. Bevatiorrs= ZassA1•A30, AE, AH,A( BFE),VE,V1-V30, V Complete Items C3 a-i below according too the buitdrg dagarn Seciro n B, converter datum to that used for the BFE Show field Sec1on D a Sector G, as appropriate, to doantent the datum conversion. Datum NOD ConversioniCanments Bestial reference mark used BM Does the elevation reference mark used appear on the ARM? ® Yes D No a) Top of bourn tbar (mclu dng basement a endaceae) 10.96_1(m) b) Tap of next higheribor N /A. 1(m) c ) Bottom o f Wiest h a i w n t a l s t r u c b a a l member ( V z o n e s 0 1 1 1 y ) t(m) d)Atiadtedgarage (top ofslab) 10.08_1(m) e) Lowest elevaion of machetery ands servicing the burg (Describe in a Comments area) . 1 1(m) 1) Lowest adlaoent (fn;� gade (LAG) 8.73_1(m) l Bghesta {finished) Bade (HAG) 9 _it(m) h) No. of permanent openings Mood vents) within 1 L above adaamtgade N /A Total area dal pertrrsreautopenings (Hood vents) in C3:.tp N/A SQ . IN. (SQ . CM) See reverse side for continuation. 03 -1151 ZIP CODE 33138 SOURCE D GPS 0 USGS Quad Map O.M.B. No. 3067 -0077 Expires December 31, 2005 D Other: B1.NFIPGa JNITYNAME &CO MUNITYNUMBER 120652 B2 COUNTY NAME MIAMI —DADE B3. STATE FLORIDA B10. Ind the source of the Base Flood Elaraton (BFE) data or base ticod depth ent ed in B9. ❑ FIS Pro�e El FRO D cot yo B11. Ir>d�te the elevation datum used fair BM in B9 ® NGVD 1929 D �( k D NAVD 1988 .D Otter (Desaibe� 1312.1s the bcatedinaCoasFal Banda Resot es System CBRS areas - -. Protected Area (0PA)? D Yes ® No Designation Date N RVEY REQUIRED) Finished being car eel- seepag s6and7. linodagam AR/AH,ARIAO �,— lit b,{ diluent tram the daksr meri for the BFE �ilatic L the space or the C I I I ens sea of 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.. . Icertify that the information in Sections A, B, and C on this certificate represents my best forts to Interpret the data available I understand that any false statementmaybe punishable by fine or Imprisonment under (l,S..Code, Section CERT1FER'S NAME LICENSE NUMBER •ADIS N. NUNEZ 5924 TITLE COMPANY NAME . REGISTERED LAND SURVEYOR BLANCO• STTRVEYORS, INC. ADDRESS CITY STATE 555 ,NOR., : MIAMI BEACH FLOR DA t �� ` I `, DATE 6 (305 865 -1260 Replaces all previous editions ZIP CODE SHORE DRIVE IMPORTANT: In these spaces, copy the corresponding information from Section A BUILDING STREET ADDRESS (IndudngApt., Unit, Stiff andlor Bldg. No.) ORP.O. ROUTE AND BOX NO. 517 N.E. 91 ST. CITY STATE ZIPCODE MIAMI SHORES FLORIDA 33138 SECTION D - SURVEYOR,: ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy boat sides of this Elevation CerlI cate for (1) cormu ity official, (2) insurance agenttanpany, aid (3 bulling owner. COMMENTS PROPERTY OV■ERS OR OWNERS AUTHORIZED REPRESENTATIVES NAME ADDRESS SIGNATURE COMMENTS BM# N -603 67. This perrd has been issued for: ❑ New Construdon ❑ St t ed trrprwerrtett G8. Betake do or (Inducing afttte bullring it G9. BFE or (m Zone AO) depth of foxing at the btildingsite is: LOCALOFFICL4L'S NAME COMMUNffY SIGNATURE COMMENTS CROWN OF ROAD ELEVATION: 8.68' ON CENTERLINE ON CENTER OF ROAD FEMA Form.E1 -31, January 2003 LOCATOR# 3250 SW ..... .... -.... Fort[i r�ri PCai►paryIlse rob/Nuintia CoititianOTAIC Nuri et SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE),00rr ideItermsEl through E4. lithe Swaim Certiticateis entendedforuseassuppo rtrgudan>afiortfa•aLOMAa LOMR -F, SecdonC must becanple d. El. Bulling Diem Nunber_(Seiect the bi g ciacjam most similar to the bulking fawti hthiscertificateisbeingcampleted– seepages6.and7. If nodiaganaccurately represents the b icirg h.) E2. The top cite botbm floor (etcludrg basement a enclosure) of the bulking is — ft(m) n.(an) (] abate or ❑ below (check one) the tighest acfaoett gorse. (Use natural gads, iavalthle). E 3 . FaBuiktng Diagarrs6Swithopenigs (seepage7), the n tit oaaelerated Ica (elevalon b) of the bulking is — ft(m) In.(an) above the highest *cent B a d e . Cat>p a Revs CH and C3.i on frontof form. E4. The top of the plattam of machinery andiar ecpripnent se servicing the burg is — ft(n) ut.(an) ❑ abate or ❑ below (check one) the lighest adjacent gade. (Use natural gade, favai able). E5. Fa Zone AO only: If no flood depth number is available, is tt e top of the batbom floor elevated in aocardattoe wilt the carrrrrmiVs lloodphakt management arinanee? ❑ Yes ❑ No ❑ Unknown. The bras oifiaal ntttstcagy tiffs domicil in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The p r o p e r t y anmer or owner's a u t h o r i z e d representaite who eanpl s SediasA, B, C (hems C3h and C3.i only), and E for Zone A without a FEMA-issued or camurtt'- isued BFE) a Zone AO must sign here. 7hesfatemerdsinSeaYons f C,arrd are coifed tofhebestofmykac DATE TELEPHONE SECTION G = COMMUNITY INFORMATION (OPTIONAL) The local Adel winoisaratarizedby ordnance toaddristertheeanvrnuuly'slkx ainrrtarage ent acinande can canplete Secions A,B,C(arE),andGofNsEleration Certificaba. Complete the apical* ismN andsgn below 01. ❑ T i re i n f o n n a l o n in Section C was taken tan other doarnenialon that has Ilan signed and embossed ter a Ocensed surveyor, engineer. or architect who iisauthorizedbystate alocal lawtoceidy elevation irdomtaton. (In is tetinesourceanddateoftheelevationdatabt eCamnentsareabelow) . 02 .❑Acarmtuulyatrialcarpleted Sedan E for abungoratedin Zone A (without aF9NA issued aearmtuuly- icedBFE)aZareAO. 63. ❑ The * info naton (Items 04-09) is prodided far management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTFICATE OF COMPUANCEADCCUPANCY ISSUE) TITLE TELEPHONE DATE tt(m) - - ft(m) ELEV. 7.70' ❑ Check here tTariber ents STATE ZIP CODE ❑ Check here if attachments Datum: Datum: Replaces all previous editions A S.30 REVISED: 3S 7o' / NOT VAUD UNLESS EMBOSSED WITH SURVEYOR'S SEAL 1 P . go I b FU' Yi �n iD • $ � La T / Z7. 3 44 rz7•3 L'r11 y 4 PIP y 1 Gtr 1 1 Crtfocis0 .—i' # o, .k H P No fla *aim ABBREVIATIONS; SWK= SIDEWLLK, CBS = CONCRETE BLOCK STRUCTURE, CLF=CHAIN LINK FENCE, PL =PROPERTYLINE, DUE = DRAINAGE UTILITY EASEMENT, IP =IRON PIPE, F =FOUND, NC =AIR CONDITIONER PAD, P /C=PROPERTY CORNER, D/H= DRILLED HOLE, wF=w0ObEN FENCE, RES=RESIDENCE, CL- CLEAR, RB=REBAR, UE =UTILITY EASEMENT, CONC = CONCRETE SLAB, RAWRIGHT OF WAY, DE =DRAINAGE EASEMENT C/L=CENTER. LINE, O=DIAMETER, TYP =TYPICF M= MEASURED, R =RECORDED, ENCR= ENCROACHMENT, COMP=COMPUTER, ASPH = ASPHALT, N/D=NAIL & DISC, S= SET, F.F.E. = FINISH FLOOR ELEVATION, 0/S= OFFSET, P/P =POKER POLE, OHP OVERHEAD POWERLINE, Wd =WATER METER WOOD MASONRY = MASONRY WL= 1 1 1 1 1 1 1 1 1 1 ELEVATION BASED ON LOC. # 3250 SW MAL CONCRETE II '0. •-"/ �;.:•• • :•.:••:: •• : '•I CBM N - 603 ELV. 7.70 TYPE OF SURVEY: BOUNDARY SURVEY MAINTENANCE & DRNNAGEEASEMENT= M & D.E SURVEYOR'S NOTES: 1) OWNERSHIP SUB.lECTTO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RES MCTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE to W .3 OF MIAMI SHORES i HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat orvislble easements other than as shown hereon. 9 AND 10 ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 LOCATION SKETCH SCALE: NTS true SURVEY FOR: DANNY VARONA, 517 N.E. 91ST LEGAL DESCRIPTION: LOTS ST., MIAMI SECTION NO. 2 OF THE PUBLIC RECORDS OF MIAMI - DADE COUNTY, FLORIDA (305) 865 -1200 SHORES, FLORIDA 33138. BLOCK 58 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 37 SUBDIVISION FLOOD ZONE: PANEL: 0093 X SUFFIX: j DATE 7/17/95 BASE: N/A OMMUNITY# 120652 • DATE SCALE: 6/12/03 1' =20' DWN. BY: F. Blanco 1JOB No. 03= / /S'r SINCE 1987 BL.ANCO SURVEYORS ING. En • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 Fax: (305) 865 -7810 SHUTTERS Passed // Inspector Comments ec Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP - 153141 Permit Number: BP2005 -1080 I Inspection Date: November 08, 2010 Inspector: Bruhn, Norman Owner. VARONA, BELKIS & DANNY Job Address: 517 NE 91 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments November 09, 2010 Inspection Worksheet Miami Shores Village qtti 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 gi 051 Permit Type: Imported Permit Inspection Type: Shutter Final Work Classification: <NONE> Phone Number Parcel Number 1132060141220 Page 1 of 1 ADDITION TRUSSES 3/13/2006 Passe /43, 7 Inspector Comments :-7 - 3 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: November 23, 2010 Inspector: Dacquisto, David Owner: VARONA, BELKIS & DANNY Job Address: 517 NE 91 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments November 23, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 153608 Permit Number: BP2004 -1159 I Permit Type: Imported Permit Inspection Type: Declaration of Use Work Classification: Addition Phone Number Parcel Number 1132060141220 For Inspections please call: (305)762 -4949 Page 1 of 1 4 PREPARED BY: agree: 20C. WITNESS(ES) Signature and Print STATE OF FLORIDA ro G`- KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned - V /Ve [J/l-d is/are the fee simple owner(s) of the following described property (Property') situated and being being in Miami Shores Village, Florida: —! Lot(s) fi-0 /0 Block c5.? of Ar r {y� t✓r1m r 5 %/Ird C Aid Z. (Subdivision), according to the plat thereof, as recorded in the Plat Book 0 Page 37 of the Public Records of Miami -Dade County, Florida, (address) 5r? AC 9/ Si • /b? 1.4h?i - shlua j fix'• 13/ d ? and WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above Property and shall constitute a covenant running with the and and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said Village then in effect. IN WITNESS WHEREOF, the undersigned has/have caused hand(s) and seal(s) to be affixed hereto on this Signature wIT E rY and Print toRvEY RU STATE OF FLORIDA, OUlJ1 mr V HEREBY " RT1FY fret this is s crigTnal filed I :FN 21010R107834-88 OR Bk 27495 Ps 0491; (1as ) RECORDED 11/13/2010 12 :54 :40 HARVEY RUVIN, CLERK OF COURT min-DADE COUNTY? FLORIDA LAST PAGE , A D 20 rd C, al Seal. ERIC, of Ur DECLARATION OF USE COUNTY OF MIAMI -DAD I HEREBY CERTIFY that on this day personally appeared before me 12 (type of identification) as identification and he /she purposes therein expressed. SWORN TO AND SUBSCRIBED before me on this 1 day of My commission expires: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ONE Sig" nature and Print — D1 fy Courts Signature D.C. and Print who is personally known to me or has produced cknowledge that he/she executed the foregoing, freely and voluntarily, for day of /43 Allge- 6 ADDITION TRUSSES 3/13/2006 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: INSP - 153606 Permit Number: BP2004 -1159 I Inspection Date: November 23, 2010 Inspector: Hernandez, Rafael Owner: VARONA, BELKIS & DANNY Job Address: 517 NE 91 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments November 23, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Imported Permit Inspection Type: HRS Approval Work Classification: Addition Phone Number Parcel Number 1132060141220 Page 1 of 1 • APPLICANT" / PROPERTY ADDRESS AGENT:' LOT: CHECKED [X] ITEMS ARE NOT IN COMPLIANCE + WITH STATUTE OR RULE AND MUST BE CORRECTED. STATE OF FLORIDA DEPARTMENT OF HEALTH DATE PAID" ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM FEE PAID" CONSTRUCTION INSPECTION AND FINAL APPROVAL RECEIPT #" BLOCK - ='A! EXPLANATION OF VIOLATIONS / REMARKS: SUBDIVISION / ` • TANK INSTALLATION [01] TANK SIZE [1] [2] [02] TANK MATERIAL [03] OUTLET DEVICE [04] MULTI - CHAMBERED [Y / N1 [05] OUTLET FILTER [06] LEGEND [07] WATERTIGHT [08] LEVEL [09] DEPTH TO LID DRAINFIELD INSTALLATION [10] AREA [1] [2] SOFT- [11] DISTRIBUTION`BOX_ HEADER- [12] NUMBER OF MAINLINES [13] DRAINLINE SEPARATION [14] DRAINLINE SLOPE [15] DEPTH OF COVER y / [16] ELEVATION [ABO EBELOWL M [17] SYSTEM LOCATION I _, ___Z [18] DOSING PUMPS [19] AGGREGATE SIZE [20] AGGREGATE EXCESSIVE FINES [21] AGGREGATE DEPTH FILL / EXCAVATION MATERIAL [22] FILL AMOUNT 1- [23] FILL TEXTURE [24] EXCAVATION DEPTH [25] AREA REPLACED [26] REPLACEMENT MATERIAL A. PERMIT NO CONSTRUCTION [APPROVED/DISAPPROVED] FINAL SYSTEM,[APPROVED/DISAPPROVED] DH 4016 (Page 2), 10/97 (Previous Editions May Be Used) Stock Number. 5744 - 002 - 4016 -4 SETBACKS [ ] [27] SURFACE WATER FT [ ] [28] DITCHES FT [ 1 [29] PRIVATE WELLS FT [ ] [30] PUBLIC WELLS FT [ ] [31] IRRIGATION WELLS FT [ ] [32] POTABLE-WATER LINES FT [ ] [33] BUILDING FOUNDATION FT [ ] [34] PROPERTY LINES FT [ ] [35] OTHER I FT [ PROPERTY ID #" 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 SIT GRADING [47] CONTRACTOR R [48] OTHER ABANDONMENT 1 [49] TANK PUMPED ] [50] TANK CRUSHED & FILLED CHD DATE: t' + ` 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. t, 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) 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: CONSTRUCTION APPROVAL: Record item AS BUILT INSTALLATION SKETCH number, explanation of violation, and required 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 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: [ X ]New System [ ]Existing System [ [ ]Repair [ ]Abandonment APPLICANT: Varona, Belkis & Danny PROPERTY STREET ADDRESS: 517 NE 91 St Miami FL 33138 LOT: 9 BLOCK: 58 PROPERTY ID #: 11- 3206 - 014 -1220 SYSTEM DESIGN AND SPECIFICATIONS OTHER REMARKS: DATE ISSUED: 9/12/06 DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744- 001 - 4016 -0) [ostds_cons_4016 -11 ]Holding Tank [ ] Innovative Other ]Temporary [ NA ] AGENT: SM890867, Suarez Guillermo SUBDIVISION: Miami Shores Sec 2 [Section /Township /Range /Parcel No.] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. T [ 900 ]Gallons SEPTIC TANK A [ 0 ]Gallons N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY K [ 0 ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS @ [0 L D FILL REQUIRED: [ 0.0 ]INCHES EXCAVATION REQUIRED: [ 72.0 ] INCHES SPECIFIC`. "DNS BY: OSPINA, PEDRO TITLE: APPROVES BY CENTRAX #: 13 -SG -30228 DATE PAID: FEE PAID : $ RECEIPT . OSTDSNBR : 06-2566--N MULTI - CHAMBERED /IN SERIES: [Y ] MULTI - CHAMBERED /IN SERIES: [Y ] ]DOSES PER 24 HRS # PUMPS[ 0 ] D [ 429 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ 0 ]SQUARE FEET SYSTEM A TYPE SYSTEM: [ Y ]STANDARD [ N ]FILLED [ N ]MOUND [ N ] I CONFIGURATION: [ N ]TRENCH [ Y ]BED [ N ] N F LOCATION TO BENCHMARK: C/L of NE 91 Street El.:8.68'NGVD I ELEVATION OF PROPOSED SYSTEM SITE [ 4.8 ] [ INCHES ] [ BELOW]BENCHMARK /REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 34.8 ] [ INCHES ] [ BELOW]BENCHMARK /REFERENCE POINT 1.- Install 900 gal. category -3 septic tank equipped with an approved filter. 2. -The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with sec. 64E- 6.013(3)(f), FAC. 3.- Install 429 sf of drainfield in bed configuration. 4.- Install 42" of slightly limited soil @ the bottom of drainfield. 5.- Perimeter of excavation area shall be at least 2 ft. wider and longer than the proposed absortion bed. 6.- Invert elevation of drainfield to be no less than 7.08' NGVD. 7.- Bottom of drainfield elevation to be no less than 6.58' NGVD. This permit is the renewal of DOH 04- 3737 -N. Dade CHD EXPIRATION DATE: 3/12/08 Page 1 of 2 LOT: 9 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: Varona, Belkis & Danny AGENT: Guillermo Suarez, A League BLOCK: 58 SUBDIVISION: Miami Shores Sec 2 PROPERTY SIZE CONFORMS TO SITE TOTAL ESTIMATED SEWAGE FLOW: AUTHORIZED SEWAGE FLOW: UNOBSTRUCTED AREA AVAILABLE: SITE SUBJECT TO FREQUENT FLOODING: [ ]YES [ X ]NO 10 YEAR FLOOD ELEVATION FOR SITE: 0 FT NGVD SOIL PROFILE INFORMATION SITE 1 Mansell # /Color Texture Depth 10YR- 1/'3 -n nm Rand 0 to R 1 0VR -4/9 -n G RN nnl i ti n T.i mcaa R to 79 to to to to to to USDA SOIL SERIES: 15 Urban land SITE EVALUATED BY: Guillermo Suarez DH 4015, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744 - 003 - 4015 -1) [ostds eval 4015 -3] CENTRAX #: 13 -SG -30228 OSTDSNBR : 06- 2566 -N ID #: 11- 3206 - 014 -1220 SM890867 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S :U 4 Olt' PLAN:[X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.29 ACRES 300 GALLONS PER DAY [64E -6, TABLE 1] 725 GALLONS PER DAY [1500GPD /ACRE OR 2500GPD /ACRE] 858 SQFT UNOBSTRUCTED AREA REQUIRED: 857 SQFT BENCHMARK /REFERENCE POINT LOCATION: C/L of NE 91 Street El.:8.68'NGVD ELEVATION OF PROPOSED SYSTEM SITE IS 4.82 [ INCHES ] [ BELOW ]BENCHMARK /REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: N/A FT DITCHES /SWALES: N/A FT NORMALLY WET? [ ]YES [ X ]NO WELLS: PUBLIC: N/A FT LIMITED USE: N/A FT PRIVATE: N/A FT NON - POTABLE: N/A FT BUILDING FOUNDATIONS: 9 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 45 FT 10 YEAR FLOODING? [ ]YES [ X ]NO SITE ELEVATION: 9 FT NGVD SOIL PROFILE INFORMATION SITE 2 Munsell # /Color Texture Depth 10vR -1/1 -n RN Rang to 1 0VR -4/9 -n M RN Anl i ti n T.i mar; R to 7/ to USDA SOIL SERIES: 15 Urban land to to to to to OBSERVED WATER TABLE72.00 INCHES [ BELOW ] EXISTING GRADE TYPE: [ PERCHED ESTIMATED WET SEASON WATER TABLE ELEVATION:73.00 INCHES [ BELOW ] EXISTING GRADE. HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [ ]YES [X]NO DEPTH: 0.0 INCHES SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING Replacement/0.70 DEPTH OF EXCAVATION:72.0 INCHES DRAINFIELD CONFIGURATION: [ ]TRENCH [ X ]BED [ ]OTHER (SPECIFY) REMARKS /ADDITIONAL CRITERIA: DATE: a/28/06 Page 3 of 3 (Bill To BELKIS VARONA 517NE91ST MIAMI, FL 33138 -3152 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 10/01/2007 RENEWAL Monday, October 1, 2007 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Payments Date Pay Type Check Number Amount Paid Change 10/01/2007 Check 1010 $75.00 $0.00 Total Paid: $75.00 Invoice Number: imp -10 -07 -29938 Invoice Date: October 01, 2007 Permit Number: PL2005 -228 Fee Type Calculated Total Fees Due: i Total Due: $0.00 II Or 0 I PAID Fee Amount $75.00 $75.00 Project Address Owner information Contractor(s) A LEAGUE CONTRACTORS, INC. Phone 305 -256 -0306 CeII Phone Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $350.00 $3.00 $8.75 $363.35 Applicant Copy Friday, July 13, 2007 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Expiration: 01!09/2008 Parcel Number Type of Work: PLUMBING Type of Piping: SEPTIC Additional Info: DRAINFIELD Bond Retum : Classification: Residential THIS MUST E JOB AT Ti >E OF INSPECTOf Applicant 517 NE 91 Street Miami Shores Village, FL 33138- 1132060141220 Block: Lot: BELKIS VARONA Phone BELKIS VARONA 517NE91ST MIAMI FL 33138 -3152 Valuation: Total Sq Feet: $ 2,000.00 Total I Amt Paid I Amt Due $ 363.35 $ 363.35 $ 0.00 Payment Type: Check / Number 12849 Available Inspections : Cell Inspection Type: Rough Landscaping Abandonment Final For Inspections, CaII (305) 795 -2204. Requests must be received by 3 pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. 2 Bill To BELKIS & DANNY VARONA 517 91 Street NE MIAMI SHORES, FL 33138 -3152 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name Monday, March 10, 2008 03/10/2008 Expired Permit Renewal Fee Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: PL -3-08 -31247 Invoice Date: March 10, 2008 Permit Number: PL -7 -07 -1456 Fee Type Calculated Total Fees Due: Fee Amount $75.00 $75.00 Payments Date Pay Type Check Number Amount Paid Change 03/10/2008 Check 1010 $75.00 $0.00 Total Paid: $75.00 Total Due: $0.00 II Inspection Date: 03/11/2008 Inspector: Levrock, James Owner: VARONA, BELKIS & DANNY Job Address: 517 91 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: A LEAGUE CONTRACTORS, INC. Building Department Comments Monday, March 10, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Septic Phone Number Parcel Number 1132060141220 Lot: Phone: 305 - 256 -0306 Page 1 of 2 Passed, nsp : «4 ments FIN S APPROVAL IN FILE Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 03/11/2008 Inspector: Levrock, James Owner: VARONA, BELKIS & DANNY Job Address: 517 91 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: A LEAGUE CONTRACTORS, INC. Building Department Comments Monday, March 10, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Septic Phone Number Parcel Number 1132060141220 Lot: Phone: 305 - 256 -0306 Page 1 of 2 ADDITION TRUSSES 3/13/2006 Passed %� � /(, Inspector Comments "cep Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP - 153604 Permit Number: BP2004 -1159 I Inspection Date: November 23, 2010 Inspector: Bruhn, Norman Owner: VARONA, BELKIS & DANNY Job Address: 517 NE 91 Street Project: <NONE> Miami Shores, FL 33138- Contractor: HOME OWNER Building Department Comments November 23, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Imported Permit Inspection Type: Final PE Certification Work Classification: Addition Phone Number Parcel Number 1132060141220 Page 1 of 1 November 19, 2010 Building Official Building Department Miami Shores Village 10050 NE 2n Ave. Miami Shores, Florida 33138 Re: Belkis Varona 517 NE 91 St Miami Shores Village, Florida 33138 Permit # BP2004 -1159 Dear Building Official: JOSE A. MARTINEZ, P.E. CIVIL STRUCTURAL ENGINEER I Jose A. Martinez, P. E, having performed and approved the final required inspections for Tie Downs of the existing residence and new additions and also for the truss installation and strap reinforcement on the existing trusses hereby attest that to the best of my knowledge , belief and professional judgement, the structural and envelope components of the above referenced structure are in compliance with the approved plans and other approved permit documents. I also attest to the best of my knowledge, belief and professional judgement, the approved permit plans represent the as -built condition of the structural and envelope component of said structure. Should you have any questions or need any additional information, please do not hesitate to contact me. Sincerely, se A. Martinez, P.E. Lic # P.E. 31509 24 EAST. 5 STREET - HIALEAH, FLORIDA 33010 - TEL(305) 887 -4417 Fax (305) 884 -3967 ADDITION TRUSSES 3/13/2006 Passed / % // Inspector Comments ,9 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until )nspection Number: INSP- 153605 Permit Number: BP2004 -1159 I Inspection Date: November 23, 2010 Inspector: Bruhn, Norman Owner: VARONA, BELKIS & DANNY Job Address: 517 NE 91 Street Project: <NONE> Contractor: HOME OWNER Building Department Comments November 23, 2010 Miami Shores, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Imported Permit Inspection Type: F. Termite Letter Work Classification: Addition Phone Number Parcel Number 1132060141220 Page 1 of 1 SPECIAL SERVICE CONTRACTS CALIBER PEST CONTROL SOLUTIONS Z;) e r - 9800NW7AVE DATE: / Ph l45O MIAMI FL 33150 NAME: / . � � ' 1/41704395) 696 -1474 PHONE: a l 74 0.36 ADDRESS: 577 ' : _5 7 4 CITY: V cA ZIP CODE 1 3 The following SERVICE is proposed for the sum of $ 15 7' -payable upon comple PROPERTY LOCATION:. 57 2 1 9/ - / C 6- CITY: SERVICE AS FOLLOWS: STATE: START DATE / / I I MO. DAY YEAR 50/ 72 6 "7C6 4/7 ®F2®7" A/& I4/ £ /Uj & -S �' � aL � 6 7'2 & ZIP CODE: Notice of Preventative Treatments for Termites (as required by Florida Building (ode (FBC) 104.2.6) CALIBER PEST CONTROL SOLUTIONS (305) 696-1474 Address of Treatment or Lot/Block of Treatment z 7,14 At 6 0 ly 1 1 b/2 r Date Time Applicator t--0 M457&Z Me C#104-0 5 _ . , '"0. Product Used Chemical used (active ingredient) Number of gallons applied ,!. ) p 7 4 / 2 0 m fo Percent Concentration Area treated (square feet) Linear feet treated Pk' ' W - 4 s GA s o 7`, A/6 ,,- Stage o treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) fil i0.i As per 104.2.6 - If soil chemical barrier method for termite prevention is used, final exte'rior i;0 treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line_ ,s 4/tr, n/r s—o qt- horized Signat Certificate of Compliance for Termite Protection (as required by Florida Building Code (FR(') 1816..1.7) CALIBER PEST CONTROL SOLUTIONS (305) 6964474 Address of Treatment or Lot/Block of Treatment SO/L &171Z/5'z To Lit)/ 7/2/t-/' Method of reroute Prevention Treatment - soil barrier, wood treatment, bait system, other (describe) The building has received a complete partial treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department ot Agr allure and Consumer Services. ADDITION TRUSSES 3/13/2006 Passed i/ !/ U Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: November 23, 2010 Inspector: Bruhn, Norman Owner: VARONA, BELKIS & DANNY Job Address: 517 NE 91 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments November 23, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 153602 Permit Number: BP2004 -1159 For Inspections please call: (305)762 -4949 Permit Type: Imported Permit Inspection Type: F. Insulation Certificate Work Classification: Addition Phone Number Parcel Number 1132060141220 Page 1 of 1 MIAMI•DADE Miami -Dade County Building Department 11805 S.W. 26 Street, Miami, FL 33175 -2474 wwvv.miamidade.gov/building ENERGY, SOUND AND IMPACT CERTIFICATE Building Permit No: BP2004 -1159 Project Name: Owner Danny & Belkis Varona Job Address: 517 N. E 91 Street Miami Shores, Fl 33138 STATEMENT OF COMPLIANCE We, the undersigned, hereby certify that the ENERGY, SOUND AND IMPACT INSULATION has been installed in the above referenced project, in compliance with the latest edition of the FLORIDA BUILDING CODE. the APPROVED ENERGY CALCULATIONS and Plans and in accordance with good construction practice. The insulation furnished and installed has the characteristics shown below: 1) Exterior CBS Walls Insulation: R - 5 (Min.): Material: R MATTE PLUS 3 Thickness: 7.5 inch (es): Density: lb /ft: Mfgr: R -MAX 2) Exterior solid concrete walls: R- 5 (Min.): Material: R MATTE PLUS 3 Thickness: 7.5 inch (es): Density: lb/ft: Mfgr: R -MAX 3) Interior walls separating A/C from non A/C spaces insulation: R- : 11 (Min.) Material: BATT ; Thickness: 3.5 inch (es); Mfgr: CERTAINTEED 4) Ceiling insulation R- 30 (Min.); Material: KRAFT FACED BATT Thickness: 10 inch (es): Density: lb /ft: Mfgr: CERTAINTEED Installed by: OWNER/BUILDER Insulation Company Name Insul.' ion -contractor Signature ADDITION TRUSSES 3/13/2006 Passed 4 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP - 153603 Permit Number: BP2004 -1159 I Inspection Date: November 23, 2010 Inspector: Bruhn, Norman Owner: VARONA, BELKIS & DANNY Job Address: 517 NE 91 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments November 23, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Imported Permit Inspection Type: F. Elevation Certificate Work Classification: Addition Phone Number Parcel Number 1132060141220 Page 1 of 1 c � U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency �ManagemerrtAgency National Flood Insurance Program ELEVATION CERTIFICATE jnportant: Read the instructions on pages 1 -9. SECTION A - PROPERTY 'INFORMATION Al. Building Owner's Name DANNY VARONA: 10 -787 A2. Building Street Address (including Apt, Unit, Sufis, and/or Bldg. No.). or P.O.. Route and Box No. 517 N.E. 91ST ST. MIAMI SHORES FLORA A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Derbaeeptlon, etc.) OT AND 10 BLOCK 58 MIAMI SHORES SECTION NO. 2 P.B. 10 PAGE 3 . A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N25 Long. 1480 Horizontal Datum: 0 NAD 1927 A6. Attach at least 2 photographs of the bonding If the Certificate is being used to obtain flexed insurance. i A7. Building Diagram Number - 8 A8. Fora building with a craw1sspace or enclosure(s): a) Square footage of crawispace or enc ure(s) b) No. ofppermanent flood openings in the crawispace or enclos'ure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings fn A8.b d) Engineered flood openings? El Yes 2 N ., . ;? SECTION B - FLOOD I NSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name VILLAGE OF MIAMI SH ORES 720652 MIAMI D - ADE 2,100. 12 2, 200 sq A9. Fora building:with;an attached garage: a) Square foot of attached garage 2 0 0 sqft b) No. of permanentfloodopenings In theattached garage writdnl.o foot above adjacent grade 4 c) Total area of A flood openings in .b 5 94 sq in al) Engineered flood openings? El Yes No B3. State Fl NAD 1983 OMB No. 1860-0008 Expires March 31, 2012 Indi ties so u r ce of.the Base Floaaf elevation (8FE) data or base flood depth entered in item 89. 0FIS Profile Ug FIRM Community Detennined =:: Daher B11. indicate elevation datum use for BFE In Item B9: at NGVD 1929 w .. 1988 DOther (Describe) B12. Is the building located itr_� Coastal. Barrier Resources System (CBRS) awe or Otherwise Protected Area (OPA)2 No . Designation Date N 6 Q CBRS 0 OPA D Yes SECTION C BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on. •D Construction Drawings* 9 Building iinderConsinictIon* *A new Elevation Certificate will be required when construction ofthe'buliding 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 -h below according to the building diagram specified kr item A7. Use the same dat urn as the BFE. Benchmark Utilized N-603 Vertical Daum NGVD 1929 Conversion/Comments N/A a) b) c) d) e) f) g) h) Top of bottom floor /including basement, orawiispace, #ar-endosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones - 'only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment.and .location in Comments) Lowest adjacent (finished) grade next to building /LAG) Highest adjacent •(finished) grade next to building (HAG) Lowest adjacent grade at lowest elevation ofdeck erstairs, including N/A structural su.. ort 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. l certify that the Information on this Certificate represents ray best efforts to interpret the data available. understand that any false staterraerat may be prrraisbable by fine draraaprisonmerrt grader MILS. Code, Section 1001. Check here 6comrrients are provided on back of form. Were latitude and longitude tri Section A:provided by a licensed land surveyor? in Yes 9,No Certifrer's Name ADIS N. NUNEZ Title REGISTE• LAND SUR Address Signature / / .g� 11VW•C Oft/10 e FEMA Form 81 -31, Mar Company Name OR B City u� ! u 9,50RI 10.96 feet N/A ®feet 9 .40 53 feet 9.30 @ feet 9.1OJf 9 .42 n feet feet License Number 5924 State Tole 305 hone 865 -1200 See reverse side for continuation. Check the measurement used. ZIP Code 1 1 fEl Finished Constrction Meters {Puerto R1ctb'only) Meters eters (Puerto Rico only) i_t meters (Puertoi2lcronly) meters {Puerto Rico oily) ❑ meters (Puerto Rica only) meters (Puerto Rico only) meters ( Pueito Rico billy) meters (Puerto Rlco only) Replaces all previous editions B4. Map/Panel Number 1208600306' B5. Suffix L B6. FIRM Index 9y 09 ' ^ B7. FIRM Panel Effectivs/- Pt - :0 B8. Flood ones) B9. Base Flood Elevations) (Zone AO, use /A iiood,denth) =ifs c � U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency �ManagemerrtAgency National Flood Insurance Program ELEVATION CERTIFICATE jnportant: Read the instructions on pages 1 -9. SECTION A - PROPERTY 'INFORMATION Al. Building Owner's Name DANNY VARONA: 10 -787 A2. Building Street Address (including Apt, Unit, Sufis, and/or Bldg. No.). or P.O.. Route and Box No. 517 N.E. 91ST ST. MIAMI SHORES FLORA A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Derbaeeptlon, etc.) OT AND 10 BLOCK 58 MIAMI SHORES SECTION NO. 2 P.B. 10 PAGE 3 . A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N25 Long. 1480 Horizontal Datum: 0 NAD 1927 A6. Attach at least 2 photographs of the bonding If the Certificate is being used to obtain flexed insurance. i A7. Building Diagram Number - 8 A8. Fora building with a craw1sspace or enclosure(s): a) Square footage of crawispace or enc ure(s) b) No. ofppermanent flood openings in the crawispace or enclos'ure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings fn A8.b d) Engineered flood openings? El Yes 2 N ., . ;? SECTION B - FLOOD I NSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name VILLAGE OF MIAMI SH ORES 720652 MIAMI D - ADE 2,100. 12 2, 200 sq A9. Fora building:with;an attached garage: a) Square foot of attached garage 2 0 0 sqft b) No. of permanentfloodopenings In theattached garage writdnl.o foot above adjacent grade 4 c) Total area of A flood openings in .b 5 94 sq in al) Engineered flood openings? El Yes No B3. State Fl NAD 1983 OMB No. 1860-0008 Expires March 31, 2012 Indi ties so u r ce of.the Base Floaaf elevation (8FE) data or base flood depth entered in item 89. 0FIS Profile Ug FIRM Community Detennined =:: Daher B11. indicate elevation datum use for BFE In Item B9: at NGVD 1929 w .. 1988 DOther (Describe) B12. Is the building located itr_� Coastal. Barrier Resources System (CBRS) awe or Otherwise Protected Area (OPA)2 No . Designation Date N 6 Q CBRS 0 OPA D Yes SECTION C BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on. •D Construction Drawings* 9 Building iinderConsinictIon* *A new Elevation Certificate will be required when construction ofthe'buliding 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 -h below according to the building diagram specified kr item A7. Use the same dat urn as the BFE. Benchmark Utilized N-603 Vertical Daum NGVD 1929 Conversion/Comments N/A a) b) c) d) e) f) g) h) Top of bottom floor /including basement, orawiispace, #ar-endosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones - 'only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment.and .location in Comments) Lowest adjacent (finished) grade next to building /LAG) Highest adjacent •(finished) grade next to building (HAG) Lowest adjacent grade at lowest elevation ofdeck erstairs, including N/A structural su.. ort 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. l certify that the Information on this Certificate represents ray best efforts to interpret the data available. understand that any false staterraerat may be prrraisbable by fine draraaprisonmerrt grader MILS. Code, Section 1001. Check here 6comrrients are provided on back of form. Were latitude and longitude tri Section A:provided by a licensed land surveyor? in Yes 9,No Certifrer's Name ADIS N. NUNEZ Title REGISTE• LAND SUR Address Signature / / .g� 11VW•C Oft/10 e FEMA Form 81 -31, Mar Company Name OR B City u� ! u 9,50RI 10.96 feet N/A ®feet 9 .40 53 feet 9.30 @ feet 9.1OJf 9 .42 n feet feet License Number 5924 State Tole 305 hone 865 -1200 See reverse side for continuation. Check the measurement used. ZIP Code 1 1 fEl Finished Constrction Meters {Puerto R1ctb'only) Meters eters (Puerto Rico only) i_t meters (Puertoi2lcronly) meters {Puerto Rico oily) ❑ meters (Puerto Rica only) meters (Puerto Rico only) meters ( Pueito Rico billy) meters (Puerto Rlco only) Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address fancluding Apt., Unit, Suite, andlor Bldg. No.) or P.O. Route and Box No. 517 N.E. 91ST STi< C' st�t� RI MIAMI SHORES FLODA SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certiffcatefor (1) community official, (2)Insurance agent/company, and (3) building owner. Comments j 3TTmrmR ANT) T pw izunE nRma n uv Going F, C2. e) A/C SLAB ELEVATION. CROWN 00THE ROAD ELEVATION: 8.98' ON CENTERLINE ON CENTER OF ROAD. BM# N Signatur SE - BUILDING ELEVATION INFORMATION (SURVEY NOT.REQUIRED) FOR ZONE AO AND ZONE A SHOUT BFE) For Zones AO and A (without BFE),. oomplete Items E1 -E6. 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, ff available., Check the measurement used. in Puerto Rico only, enter•maters. El. Provide elevation information for the following and check the appropriate boxes to show iaihatheithe elevation is above or iaelow the highest adjacent grade (HAG) and the lowesta4iacent grade•.{LAG). - • a) Top of bottom floor (including basement, tsraullspace, or enclosure) is _ iJfeet °meters Dabove or ibelow the HAG. 13) Top of bottom floor (including basement, crawispace, or enclosure) is Feet Orneters _ Dabove or .below the LAG. E2. For Building Diagrams 6-9 with penrranant flood openings provided In.Sectton A items 8 and/ore' (see" es 8-9 of instructions), the next higher floor (elevation C2b. fn the diagrams) of the building fs 0 feet 0 meters 0 above et LI MOAN the HAG. E3. Attached garage (top of slab) is 0 feet D meters 0 above. or. f below the HAG- E4. Top of platform of machinery and/oraqrrlg ment servicing the bunting pleat 0 meters 0 above or D below the HAG: ES. Zone AO only: ff no flood depth numberis available, is the top of the bottom floor eleriatedin accordance with the conununit?s floodplalr management ordinance? 0 Yes 0 No 0 Unknown. The ritual official must certify this information In Section 9. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, 13, and E for Zone A (without a FEIV?AA- Issued or rommunity4ssued BFE) or Zone AO must sign here. The statein nts in Sections A, Q and E are cannot to the best of my knowledge. Property Owner's or Owners Authorized .Representalive'sName • Address Signature Comments Local Official's Name Community Name Signature Comments FEMA Form 81 -31, Mar 09 ELEV; 7.70' LOCATOR: 3250 SW 111r6/10 City Date Tide Telephone Date 3 e State ZIP Cade Telephone Check here if attachments 0 Check here rT attachments SECTION GG, COMMUMW INFORMATION (OPTIONAL) The local official who Is authorized by law cr oniinance to administer the coamrnunftIs floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable Items) and sign below. Check the measurement used in items 03 and 09. G1. E 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.) 02. 0 A community official completed Section E for a building located in Zone A (without a FEMA- Issued orcomnmrdty issued or Zone AO: G3. 0 The following Information (items , G4-G9) Is forcemmuultyfloodpiain snanagementpeposes. G4. Permit Number G5. Date : P.errnit issued G6. Date Certificate Of cornplianc /Occrlpancy issued G7. This permit has been issued for 0 New Construction 0 Substantial Improvement 08. Elevation of as -bulit lowest floor (including basement) of the building 0 feat [❑. meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the balding site 0 feet 0 meters _ 010. Community's design flood elevation - 0feet 0 meters (PR) Datum ❑ Check here if attachments Replaces all previous editions U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION C €RTIFICATE Federal Emergency;ManagementAgency National Flood insurance Progcdui Important Read the instructions on pages 1 -9. Al. Building Owner's Name DANNY VARONA 10 -787 A2. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.). or P.O. Route and Box No. 517 N.E. 91ST ST. MIAMI SHORES FLOA' A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LIT AND 10 BLOCK 58 MIA$ZI SHORES SECTION NO. 2 P.B. . 10 PAGE 37. A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. LatIude/Longf ude: Lat. N25 Long. T480 A6. Attach at least 2 photographs of the building if the Certificate is being used to A7. Building Diagram Number . 8 A8. Fora building with a craWispace or enclosure(s): a) Square footage of crawispace or enclosures). 2,100 s4 ft b) No. of permanent flood openings In thecrawlspace or encbs'ure(s) within 1.0 foot above adjacent grads 12 c) Total net area of flood openingsIcA8.b 2,200 sggIn d) Engineered flood openings? El Yes 1 14 o .,.,,s • OD INSURANCE RATE MAP (FIRMA) INFORMATI ©N B1. NFIP Community Name & Community Number • VILLAGE OF MIAMI SHORES 120652 B2. County Name • MIAMI -DADS" B3. Slate - FLORIDA B4. Map/Panel Number 1208600306" . B5. Suffix L B6. FIRM index 9/109 .. B7. FIRM Panel Efts D B8. Flood ones) B9. Base Flood Bevation(s) (Zone AO, use base flood depth) N/A 810. indicate the source of the Base Rood Elevation (BFE) data or base flood depth entered in heir B9. FIS ProMie ag FIRM Community Determined- ,,.;r 0 Other Pescn'bs} 911. Indicate elevation datum used for BFE in Item B9: NGVD 1929 ,M,.. ENAVD 1988 00ther (Describe) B12. Is the building looted To C oastal. Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date IN A 0 CBRS ® OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: 0 Construction Drawings* 0 Building UnderConstrucdion* gj Finished Construction *A new Elevation 'Certificate will be_required when construction tithe 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 , ARIAH, AR/AO. Complete items C2.a -h below according to the building diagram specified bu:Item A7. Use thesarne datum as the BFE.: _. ..., , , _ Benchmark Utilized N -603 VertrcalDatum NGVD 1929 Con version/Comm N/A a) b) c) d) e) f) 9) h) Certifter's Name N. NUNEZ Title REGISTE'ato LAND SUR Address I I; :L. 1' TI A SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by taw to certify elevation information. t certify that the information on this Ceriificate represents my best efforts to interpret the data available. 1 understand thatany false statement may he punishable by fine crknprisonmant ender 9.8 U.S Cade, .Section 1001. . :Check "here If comments are provided on back albino. Were latitude and longitude in Section Apraovided.by a licensed land surveyor? Pri Yes 0. No Signature Check the Top of bottom floor (including basement, c awlspaoe, orenclosure floor) 9 , 50 M feet meters (Puerto Ric&only) Top of the next higher floor 1 0. 96 feet Meters (Puerto Rico only) Bottom of the lowest horizontal structural member (V Zoires daily) - ® f E ---- (-- - r - _ N A meters (Puerto � only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type .of eslisipmern.and .location In Comments) Lowest adjacent (finished) grade next to bonding (LAG) Highest adjacent (finished) grade next to building (HAG) Lowest adjacent grade at lowest-elevation attack or stairs, Including .. N/A _111 feet structural su.. Company Name City • di • • IP SECTION A - PROPERTY INFORMATION 1 RESIDENTIAL obtain flood insurance. License Number 5924 i • r. State ZIP Code A 3.1 1 Telephone 3Q5 865 -1200 FEMA Erin 81-31, M r 09 See reverse side for continuation. • 11.59" ;Horizontal Datum: 0 i AD 1927 A9. For abuilding:with:an :attached garage: a) Square footage of attached garage ::: sq ft b) No. of,permanentflaod:.openings In theattached garage udthin 1 0 foot above adjacent grade 4 c TotaL et area offlocd openings inA9.b 924 sq In d) Engineered flood openings? 0 Yes lia No DYes OMB No. 1860-0008 ; Expires March 31, 2012 Et No 9.1a feet Q meters (Puerto Rico only) 9.30 J feet D meters (Puerto Rico only) 9. @feet 0 meters (Puerto Rico only) 9 .40 f feet 0 meters (Puerto Rico only) 0 meters (Puerto Rico only) NAD 1983 Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding Informafion from Section A. • Building Street Address (including Apt, tnIt,Suhe, andior Bldg. No) or P.O. -Route and Box No. 517 N.E. 91ST STh c 7IIAMI SHORES PL OIl DA 35TTgde SECTION 0 - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides e this Elevation Certificate (1) community crfficial, (2) Insurance agent/company, arid (3) building owner. Comments daTimaLANDLommumfammiLay220GLE: C2.e) A/C SLAB ELEVATION. f ELEV; 7.70' LbCATOR: 3250 SW CROWN THE ROAD ELEVATION: 8.98' ON CENTERLINE ON CENTER OF ROAD. BM# N Signets 11/6/lo El Check hereff attachments SE TION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUUtED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE),. complete hems El-ES. if the Certificate 6 intended to support a LOMA,or LOMR-F request, complete Sections A, B, and C. For items El-E4, use natural grade, if available- Check the measurement used. Ir Puerto Rica only, enter meters. • El. Provide elevation information for the following and check the appropdate boxes to show Whetherthe elevation is above or below the highest adjacent grade (HAG) and the lowest mijacentgradelLAG). a) Top of bottom floor (including basement craviispace, or enclosure) is . . Ofeet Omaters 0above ar flbeiow the HAG. b) Top of bottom floor (including basement, traWispace, or enclosure) is feet • Orneten Osittve or Obeilow the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section items 8 arid/or 9 (see es 8-9 of instructions), the next higher floor (elevation C2.1? in the diagrams) of the bulkiktg fs 0 feet U meters 0 above or below the HAG. E3. Attached garage (top of slab) Is 0 feet Omelets 0 abo' ve or fl below the HAG. E4. Top of platform of machinery andior equipment servicing the lardirling fpet 0 meters •" or 0 belotv Ito HAG: ES. Zone AO only: if no flood depth numberis available, is the *cif the bottom floor elevated hi accordance nth the community's flooriplain management ordinance? 0 Yes 0 No 0 Unknown. The local official inustcerfify this hiluunation in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or OViner'S authorized representative who completes Sections A, El, and E for Zone A (without a FEMA-issueel or community-issued BFE) or Zone AO must sign here. The statements In Sections A , a and E are conset to the best of my lawwledge. Property Owner's or Owner's Authorized Representative's Name Address Signature Comments • Local Official's Name Community Name Signature Comments FEMA Form 81 Mar 09 Date Tffie Telephone Date State ZIP Code Telephone 0 Check here ff attachments SECTION G. C.OMEMDITTYDIFORMATION (OPTIONAL) The local Official who Is authorized bylaw or sudinance to administer the community's tioodplain management ordhlance can complete Sections A, 13, (or E), and 0 of thls Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in items G8 and 09. 01. o 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.. (Intricate the source and date of the elevation data In the Comments area below.) G2. 0 A canamunity -official completed Section E for a building located tn Zone A (without a FEMA-isstaeci aroma-amity-issued BFE) or Zone AO. - 03. 0 The following Information (items 04-09)1sprovided far conamunityfloodpialn managementpuiposes G4. Permit Number 05. DatePerrEdt Issued 06. Date Certificate Of Compliance/Occupancy Issued 07. This permit has been Issued for: 0 New Construction 0 Substantial improvement 08. Elevation of as-bulit lowest floor (including basement) of the building 0 feet 0 meters (PR) • Datum G9. BFE or (in Zone AO) depth of loading at the bufiding site 0 feet 0 meters (PR) D- 010. Community's design flood elevation 0 feet 0 meters (PR) Datum o Check here if ttachments Replaces all previous editions ADDITION TRUSSES 3/13/2006 W D l ) / /l�6 Inspector Comments Passed �i Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP- 153601 Permit Number: BP2004 -1159 I Inspection Date: November 23, 2010 Inspector: Bruhn, Norman Owner: VARONA, BELKIS & DANNY Job Address: 517 NE 91 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 November 23, 2010 For Inspections please call: (305)762 -4949 Permit Type: Imported Permit Inspection Type: Survey Final Work Classification: Addition Phone Number Parcel Number 1132060141220 Page 1 of 1 35.00' 35.00' MASONRY WIL= • 34.70' 3' CONC. WALK ' " 34.65' 4.35' 25.00' 66.60' ELEV. = 9.40' 4.90' 37.75' 18.05' ABBREVIATIONS: SWK =SIDEW LK, CBS =CONCRETE BLOCK STRUCTURE. CLF =CHAIN UNK FENCE, PL =PROPERTY UNE, DUE = DRAINAGE UTILI YEASEM ENT, IP =IRON PIPE, F =FOUND, A/C=AIR CONDmONER PAD, P /C=PROPERTY CORNER, D/H =DRILLED HOLE, W'F =WOODEN FENCE, RES =RESIDENCE, CL- CLEAR. RB=REBAR, VE =UTILfY EASEMENT, CONC=CONCRETE 614B•oliA RR1PHj OF Y,„pE EASEMENT, C/L =CENTER LINE, O DIAMTER, TYP=TYPICAL, M= MEASURED, R= RECORDED, ENCR =ENCCOACHMEN=, CINAP=C;MIVTIR, ST ASPHALT. N/D =NAIL & DISC, S=SET, FEE = FINISH FLOOR ELEVATION, O /S=OFFSET, P/P =POWER POLE, OHP =OVERHN) POlV!'RLiNE,6NNRVITERINlTER9 • WOOD FENCE= 1_1_1_1_1_1 I • 1 I • •• E'LEV/4TION BASED ON LOC. # 3250 SW coNCRETE= ..�..::,. •:: �J. •�;.•: •�:.• �::.• =:• :•I CBM# N -603 ELV 7.70 MAINTENANCE & DRAINAGE EASEMENT= M & D.E. ' TYPE OF SURVEY: BOUNDARY SURVEY SURVEYOR'S NOTES: 1) OWIalEgSR SEAT O PINR31+rO1r �f1'LE. 2) NOT VALID WITHOUT THE SIGNATURE COVERED BY PROFESSIO V Iy URaNce 4f • LE 1L DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS LK9eATI•D. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) THE APPROPRIATE *AUTHORITY PRIOR .T.0•ANY•DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION t;)F 12 E Af�'SI T QF TO ILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTIN(�THMOP2RT�! • • • • • • BEARINGS WHEN SHOWN ARE 1 • FEFCRED TO ATI A39UMED VALUE OF SAID PB PAGE AND RAISED SEAL OF A FLO LICENS s R R A MA PER. 3) THE SURVEY DEPICTED HERE IS NOT 6.25' LOCATION SKETCH Miami Shores Village APPROVED ZONING DEPT BLDG DEPT SUBJECT TO COMPUANCE WITH AU. FEDERAL. STATE AND COUNTY RULES AND REGULATIONS SURVEY FOR: DANNY VARONA, 517 N.E. 91ST ST., NIAMI SHORES, FL. 39138. LEGAL DESCRIPTION: LOTS 9 AND 10 OF MIAMI SHORES SECTION NO. 2 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK COUNTY, FLORIDA BLOCK 58 SUBDIVISION 10 AT PAGE 37 SINCE 1987 BLANGO SURVEYORS INC. ,„ ;1 Engineers • Land Surveyors • Planners • LB # 0007059 • j• 555 NORTH SHORE DRIVE • ■ '� � ' MIAMI BEACH, FL 33141 130;) 86 t 00 Email: blancosurveyorsinc@yahoo.com Fax (305) 865 - 7810 SUFFIX: DATE: 9 COMMUNITY# 120652 09 BASE: N/A NOT VAUD UNLESS EMBOSSED WITH SURVEYOR'S SEAL REVISED: • 1 HEREBY CERTIFY That the dray feples'eo'eq thereon meets the minimum technical require e adopted by the STATE OF FLORIDA Board bLld Surveyors pursuant to Sectipi1.4' 2,a27 Statutes. • • There are no encroachments, oteriap , eat appearing on the plat or visible easerrtrits o as shown hereon. si • l rots ADIS N. NI.,Q+IE? • • i• REGISTERED LANDSUR`S'EE' 2 • • STATE OF FLORft A #5924 ` i ' .i6 jro SCALE: 1 ° =20' DWN. BY: F. Blanco JOB No 10 -787 The following pages. were originally attached to plans with the following permit 43P Oct -059 CONSTRUCTION PERMIT FOR: [ X ]New System [ ]Existing System [ [ ]Repair [ ]Abandonment [ PROPERTY ID #: 11- 3206 - 014 -1220 APPLICANT: Varona, Danny & Belkis LOT: 9 BLOCK: 58 N F I E L D • STATE OF FLORIDA 1 DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT SYSTEM DESIGN AND SPECIFICATIONS D [ 429 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ 0 ]SQUARE FEET SYSTEM A TYPE SYSTEM: [ Y ]STANDARD [ N ]FILLED I CONFIGURATION: [ N ]TRENCH [ Y ]BED OTHER REMARKS: DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Sto6k Number: 5744- 001 - 4016 -0) [ostds_cons_4016 -1] 9. 6. ]Holding Tank [ ] Innovative Other ] Temporary [ NA ] AGENT: SA0990924, Suarez Guillermo • PROPERTY STREET ADDRESS: 517 NE 91 St Miami Shores FL 33138 SUBDIVISION: Miami Shores [Section /Township /Range /Parcel No.] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. "T 't 900 ] Gallons SEPTIC TANK A [ 0 ]Gallons N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY K .[ 0 ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS ® [0 LOCATION TO BENCHMARK: 8.68 Ft NGVD: Crown of Rd. NE 91st St CENTRAX #: 13 -SG -22788 DATE PAID: FEE PAID : $ RECEIPT OSTDSNBR : 04 - 3737 - - MULTI- CHAMBERED /IN SERIES: [Y ] MULTI- CHAMBERED /IN SERIES: [Y ] ]DOSES PER 24 HRS # PUMPS[ 0 ] [ N ]MOUND [ N ] [ N ] ELEVATION OF PROPOSED SYSTEM SITE [ 0.4 ] [ INCHES ] [ ABOVE ]BENCHMARK /REFERENCE BOTTOM OF DRAINFIELD TO BE [ 2.0 ] [ INCHES ] [ BELOW] BENCHMARK /REFERENCE FILL REQUIRED: [ 0.0 ]INCHES EXCAVATION REQUIRED: [ 72.0 ] INCHES [CP] Install 900 gals. category -1 septic tank equipped with an approved filter. The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with sec. 64E- 6.013(3)(f), FAC. Install 42" of slightly limited soil under the bottom of drainfield. Perimeter of excavation area shall be at least 2 ft. wider and longer than the proposed absortion bed or trench. Invert elevation of drainfield to be no less than 7.08' NGVD. Bottom of drainfield elevation to be no less than 6.58' NGVD. POINT POINT SPECIaFICATIONS BY: Millan, Jorge -fit" TITLE: APPROVED BY: Test II, ITLE: EH Specialist I Dade CHD DATE ISSUED: 11/22/04 EXPIRATION DATE: 5/22/06 Page 1 of 2 T A N D R A N F E L D T H E BC SPECIFICATIONS BY: APPROVED - BY: DATE ISSUED: SYSTEM DESIGN AND SPECIFICATIONS Pvokr;J e '4;1. 9 1344 c < STATEOZ‘FLORIDA DEPARTMENT OF HEALTH - CoNSITE'PENAGE TREATMENT .AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PRMIT FOR W] New System [N] Existing System DJ] Repair - [A- Abandonment a k u /3 no a APPLICANT: PROPERTY ADDRESS: Si 7 N eEi at 1 21 (6.4.44., ce.1 ))_)/ 3 LOT: 9 i 1 0 BLocK: SUBDIVISION: llj____„/L. " c l i Z PROPERTY ID #: - 3 Z 0i - 01 4 - 12 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX IONUMBXR] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIQNS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVArktflYS NOT GUARANTEE SAFTISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY GE IN MATER1At7 PACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODXFY TiE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT.- OF THIS PROPERTY. [CTO4)] GALLONS / GPD SEPTIC TANK/AEROBIC UNIT CAPACITY MULTI-CHAMBERED/IN-SERIES [ 1 GALLON / GPD CAPACITY 115EiraiiiiiEff/IN-SERIES [ ] [ -- 1 GALLONS GREASE INTERCEPTOR CAPACITY. [MAXIMUM CAPACITY SINGLE TANK: 1250 GALLONS] [ ] GALLONS DOSING TANK CAPACITY 1 GALLONS @ [ ] DOSES PER 24 HRS # PUMPS [ ] E Le SQUARE FEET PRIMARY DRAINFIELD SYSTEM [ ] SQUARE FEET, SYSTEM TYPE SYSTEM: [‘/1 STANARD [ yFILLED [ CONFIGURATION: [ ] TRENCH [ BED [ LOCATION OF BENCHMARK: g: Ai t(1.Ait.ii. ELEVATION OF PROPOSED SYSTEM SITE [6,40] BOTTOM OF DRAINFIELD TO BE FILL REQUIRED: 0.)04] INCHES [2.02] 11/7 raj 0 TITLE: DE 4016, 12/99 (Page 1) (Previous*itiontMay Be Used) IY] Holding Tank [P] Temporary MOUND PERMIT NO.O DATE PAID: FEE PAID: PAID: 0,0 RECEIP #: S � ci I I 63 Oa 1 Id ] Innovative [ crn w(d 0 A P, [INCHES/FT] pasovEmmom] BENCHMARk/REFERENCE POINT [INCHES71 [As0vE4merl imadammidiREFERENcE POINT EXCAVATION REQUIRED: [ . 7 z ,,, 3 INCHES ,. 1 04.4 2 , 1 q 1 4 MSTALL .__`_t OF c'r TC4T-177 UM I bb SOIL uw-DER pf,TTom (7„7 DRALTTIELD, . et j NTN77-77-rr TIEVI 7.7. -..---1- 1 _- ° P , F7iM7 71'4 T1. ' P. I1 7 3; - ;E li i ;•• C 'L .E ,, ,..ljn '-'- e r" ;; -. 1 ' ;IFiE.. - A S L— RE ''''. 1p- ----- 1 -4 -- t - 7-.7-- - — — , A ''7. ^"" AT LEAST 2.0 FEET WIDER ANSI-LONGEN THE PROPOSED A3-101.4440/4 BEIttit MareiNCA CHD EXPIRATION DATE: S f2 Page 1 of 3 Part 1 - Health Department Part 2 - Applicant Part 3 - Installer/Contractor Part 4 - Building bepartment INSTRUCTIONS: PERMIT NUMBER: Permit tracking number assigned by CPHU. CONSTRUCTION PERMIT FOR: Check type of permit, if "Other" specify type in blank. APPLICANT: Property owner's full name. SYSTEM DESIGN AND SPECIFICATIONS: f TELEPHONE: Telephone number for applicant or agent AGENT: Property owner's legally authorized representative. MAILING ADDRESS: P.O. Box or street mailing address for applicant or agent. LOT, BLOCK, SUBDIVISION or PROPERTY ID#: 27 character id number for property. (CHD may require property appraiser ID # or section/township /range/parcel number) TANK: Minimum specifications from Chapter 64E-6, FAC. DRAINFIELD: Minimum specifications from Chapter 64E-6, FAC. OTHER: Other specifications, such as operating permit requirements, low- volume flush toilets, variance provisos. SPECIFICATIONS BY: Name of individual providing specifications. If designed by a registered engineer must be sealed. APPROVED BY: County Health Department (CHD) personnel reviewing and approving permit. DATE ISSUED: Date permit is issued by CIID EXPIRATION DATE: One year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the date issued. e• Innovative SUBDIVISION: CONSTRUCTION PERMIT FOR ,[ ] New 'System [! ] Existing. System � "`` ] . -Holding Taak ] ; Repair I r" ] Abandonmext [: ] Temporary I PPLICANTa PROPERTY ADDRESS: LOT: F SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S.,.AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF_SYSTEM'DOES NOT GUARANTEE SAFTISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME, ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE: TEE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS - MAY RESULT IN THIS PERMIT BEING MADE, NULL AND VOID. ISSUANCE OF >THIS - PERMIT DOES NOT EXEMPT TEE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR IsOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [- $ ¢`. ,] GALLONS / GPD SEPTIC TANK /AEROBIC UNIT CAPACITY MULTI- CHAMBERED /IN- SERIES 'I: ] A [ ] GALLONS/ GPD CAPACITY MULTI - CHAMBERED /IN- SERIES :I ] N [ ] . GALLONS GREASE INTERCEPTOR CAPACITY- [ MAXIMUM CAPACITY SINGLE TANK: 1250 GALLONS] K [ --- ]` GALLONS DOSING - TANK CAPACITY I ] GALLONS e I ] DOSES PER 24 ` HRS # PUMPS [ ] D [ ] SQUARE FEET PRIMARY DRAINFIELD`SYSTEM R I ] SQUARE FEET SYSTEM A TYPE SYSTEM: [ STANARD 14 FILLED I CONFIGURATION: [ ]' TRENCH BED I ] N F LOCATION OF BENCHMARK: I ELEVATION OF PROPOSED SYSTEM E BOTTOM OF DRAINFIELD TO BE L ) D FILL REQUIRED: [ `' " ] INCHES 0 T H g R T. ao 'S FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT; AND DISPOSAL SYSTEM CONSTRUCTION PERMIT SITE - [ #° )] I MOUND APPROVED BY: DATE ISSUED: DH 4016, 12/99 (Page 1) (Previous Editions May Be Used) IEECTION, TOWNSHIP, R.NGE, PARCEL NUMBER] IOR TAX ID NUMBER] [INCRES /FT] (ABOVE /BELOW] BENCHMARK /REFERENCE POINT [INCEESTF ] [ABOVE /BELOW) BENCHMARK /REFERENCE POINT EXCAVATION REQUIRED: I -, . <; ] INCHES LY LIMITED SOIL - M A T E R T9nM o P.FRI T FT OF EXCAVATION AP.FA SHALL AP.' BE p. AT LEAST 2.01 FEE W E SA ;I: L0f-g31 , SPE IFICATIONS BY: a 4 � m PROPOSED / 'c'TION BED ca-pawl maTcu PERMIT NO,6 L - 4 DATE PAID: FEE PAID: RECEIPT Part 1 Health Department Part 2 - Applicant Part 3 - Installer /Contractor Part 4 - Building Department INSTRUCTIONS: • PERMIT NUMBER: Permit tracking number assigned by CPHU. CONSTRUCTION PERMIT FOR: Check type of permit, if "Other" specify type in blank APPLICANT: Property owner's full name. SYSTEM DESIGN AM) SPECIFICATIONS: TELEPHONE: Telephone number for applicant or agent AGENT: Property owner's legally authorized representative. MAILING ADDRESS: P.O. Box or street mailing address for applicant or agent. LOT, BLOCK, SUBDIVISION or PROPERTY ID#: 27 character id number for property. (CHD may require property appraiser ID # or section/township /range /parcel number) q f TANK: Minimum specifications from Chapter 64E-6, FAC. DRAINFIELD: Minimum specifications from Chapter 64E-6, FAC. OTHER: Other specifications, such as operating permit requirements, low- volume flush toilets, variance provisos. SPECIFICATIONS BY: Name of individual providing specifications. If designed by a registered engineer must be sealed. APPROVED BY: County Health Department (CHD) personnel reviewing and approving permit. DATE ISSUED: Date permit is issued by CHD EXPIRATION DATE: One year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the date issued. 4 CONSTRUCTION PERMIT FOR; [- ] New System [ ] Existing System [ 1 Holding Tank �, 4 Innovative U] ] Repair [ -' > ] Abandonment ] Temporary [ 4PPLICANTr PROPERTY ADDRESS: LOT: BLOCK z SUBDIVISION: PROPERTY ID # 0 T H E R SPI GIFICATIONS BY: 'STAAE..O' FLORID DEPARTMENT OF H ,ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT 1PROVED BY: 'DATE ISSUED: DH 4016,. (Page 1) SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SAFTISFACTORY PERFORMANCE FOR ANY SPECIFIC PE IOD OF TIME ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PE T, REQUIRE THE APPLICANT TO MODIFY THE - PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT Ili THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT 1sOM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ i1 GALLONS / GPD SEPTIC ;ANK /AEROBIC UNIT CAPACITY MULTI- CHAMBERED /IN- SERIES L_ A [ ] "GALLONS / GPD CAPACITY MULTI- CHAMBERED /IN- SERIES [ ] N [ 1 GALLONS GREASE INTERCKPTOR CAPACITY [MABIMIIM CAPACITY SINGLE TANK: 1250 GALLONS] K [ ] GALLONS DOSING TANK CPACITY [ ]GALLONS GI [ ] DOSES PER 24 HRS # PUMPS [ ] D [ ] SQUARE FEET PRIMARY D, SYSTEM R [ ] SQUARE FEET SYSTEM A TYPE SYSTEM: ['] STANARD [ ] FILLED [ ] MOUND [ ] I CONFIGURATION: L ] TRENCH [''j BED [ ] N F LOCATION OF BENCHMARK: I ELEVATION OF PROPOSED SYSTEM SITE [ t, E BOTTOM OF DRAINFIELD TO'BE - L D FILL REQUIRED: [ '] [INCHES /FT] [ABOVE /BELOW] BENCHMARK /REFERENCE POINT [ ] [INCHES /FT], [ABOVE /BEL BENCHMARK /REFERENCE POINT, INCHES EXCAVATION REQUIRED: [ ' ] INCHES TITLE: (Previous Editions May Be Used) [SECTION, TOWNSHIP, RANGE, 'PARCEL NUMBER] [OR TAX ID NUMBER] U • ( — _ AT LEAST 2.0 _ d 'b r . L �. • PERMIT NO. DATE _PAID: FEE PAID: RECEIPT #:, EXPIRATION DATE Part 1 -, Health Department Part 2 - Applicant Part 3 - Installer /Contractor Part 4 - Building Department page 1of3 INSTRUCTIONS: PERMIT NUMBER CO S PERMIT FOR; APPLICANT: TELEPHONE; AGENT: MAILING ADDRESS: SYSTEM DESIGN AND SPECIFICATIONS: DATE ISSUED: Permit tracldng number assigned by CPHU. Check type of permit, if "Other" specify type in blank. Property owner's full name. Telephone number for applicant or agent Property owner's legally authorized representative. P.O. Box or street mailing address for applicant or agent. Date permit is issued by CHD LOT, BLOCK, SUBDIVISION or PROPERTY ID#: 27 character id number for property. (CHID may require property appraiser ID # or section/township /range /parcel number) TALK: Minimum specifications from Chapter 64E-6, FAC. DRAINFIELD: Minimum specifications from Chapter 64E-6, FAC. OTHER: Other specifications, such as operating permit requirements, low - volume flush toilets, variance provisos. SPECIFICATIONS BY: Name of individual providing specifications. If designed by a registered engineer must be sealed. AP'ROVED BY: County Health Department (CHD) personnel reviewing and approving permit. EXl'IRATION'DATE: One year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the date issued. 0 • APPLICATION FOR: [ New System [ ] Existing System [ ] Repair [ ] Abandonment [ ] Temporary /)„, t. - APPLICANT: en. ,11 t , AGENT: MAILING ADDRESS: TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)04 OR 489.552, FLORIDA STATUTES. PROPERTY INFORMATION ,•17 LOT:1 /) BLOCK: / 2? /-) PROPERTY ID #: // , . •-• PROPERY SIZE:U WATER SUPPLY: [ ] PRIVATE IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y /0N4 ,-1 I > PROPERTY ADDRESS: ..!') / / DIRECTIONS TO PROPERTY: , (4 h ,7 e :1;2 f 4. BUILDING INFORMATION Unit Type of No Establishment 2 3 4 [ .] STATE-OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT 1 f r") - /',17.t"-; C 7 d7".; „ - Q_„4. 1 de 64 SUBDIVISION: 1 I f', 1' P , l' ,° I '-, " 4 11'' - _ x RESIDENTIAL , [ ] COMMERCIAL Building - Commercial/Institutional 715 No. of BedrOOms - I • • 4' 4 4 ZONING: /4 ] Holding Tank 7 ?-;,.• • PERMIT NO. ( DATE PAID: FEE PAID: REIPT 1 PLATTED: r- ,7.4 6 c..) , • ( Area Sqft Table 1, Chapter 64E-6, FAC 1 , , SIGNATURE: ' - ... ,- , DATE: / --- / ' 0, . j ; . ■ . ' / _ _ ' ', , l . - l , DH 401'500/97 -:. 1 (Previous editions rnali be used) - / Stock Number: 5744-001-4015-1 (4il? S i" re.) ffe Innovative TELEPHONE)--4.1 "7 I/M OR EQUIVALENT: [ Y N ] PUBLIC [:.16<=2000GPD [ ]>2000GPD DISTANCE To SEWER: ,-4A4: FT System Design (.0 Floor/Equipnleliti-Orains Other (Specify) Page 1 of 3 APPLICATION FOR: APPLICANT: AGENT: TELEPHONE: MAILING ADDRESS: LOT, BLOCK, SUBDIVISION: DATE OF SUBDIVISION: PROPERTY ID#: ZONING: PROPERTY SIZE: WATER SUPPLY: SEWER AVAILABILITY PROPERTY ADDRESS: DIRECTIONS: BUILDING INFORMATION: TYPE ESTABLISHMENT: NO. BEDROOMS: BUILDING AREA: BUSINESS ACTIVITY: FIXTURES: SIGNATURE / DATE: Check type of permit, if "Other"'specify type in blank. Property owner's full name. Property owner's legally authorized repr Telephone number for applicant or agent. P.O. box or street, city, state and zip code ng address for applicant or agent. Lot, dock, and subdivision for lot (recorded or unrecorded subdivision). If lot is not in a recorded subdivision, a copy of the lot legal description or deed must be attached. Official date of subdivision recorded in county plat books (month/day /year) or date lot originally recorded. Dividing an approved lot into two or more parcels for the pu conveying ownership shall be considered a subdivision of the lot. 27 character number for property. CHD may require property appraiser ID # or section/township /range/parcel number. Specify zoning and whether or not property is in I/M zoning or equivalent usage. • Net usable area of property in acres (square footage divided by 43,560 square feet) exdusive of all paved areas and prepared road . • s within pudic rights -of way or easements and exclusive of streams, lakes, normally wet drainage ditches, marshes, dr other such bodies of - <ter. Contiguous unpaved and non - compacted road rights -of -way and easements with no subsurface obstructions may be included in calculating lot area. Check private or public <= 2000 gallons per day or pudic > 2000 gallons per day. . Is sewer available as per 381.0065, Florida Statutes, and distance to sewer in feet. Street address for property. For lots without an assigned : yet address, indicate street or road and locale in county. Provide detailed instructions to lot or attach an area map showing lot location. Check residential or commercial. List type of establishment from Table II, Chapter 10D-6, FAC. Examples: single family, single wide mobile home, restaurant, doctor's office. Count all rooms designed primarily for sleeping and those areas expected to routinely provide sleeping accommodations for occupants. Total square footage of end , habitable area of fling unit, exduding garage, carport, exterior storage shed, or open or fully screened patios or decks. Based on outside measurements for each story of .wracture. For commercaUnstitutional applications only. List number of employees, shifts, and hours of operation, or other information required by Table II, Chapter 10D-6, FAC. Mark Floor/Equipment Drains or Others and 3• item or "NA" if not applicable. Signature of applicant or agent. Date application submitted to the CHD with appropriate fees and attachments. ATTACHMENTS: A site plan drawn to le, showing boundaries dimensions, locations of residences or - buildings, swimming pools, recorded easements, onsite sewage d ? I system components and I Dion, slope of property, any existing or proposed wells, drainage features, filled a =g , obstructed areas, and surface water. L = ion of wells, onsite sewage disposal systems, surface waters, and other pertinent facilities or features on adj , r -nt propertyt If the features are with 75 feet of the applicant lot. Location of any public well within 200 feet of lot. For • •! ences, a floor plan (residences) showing number of bedrooms and building a - of each unit. For nonresidential establishments, a floor plan showing the square footage of the establishment, all plumbing drains and fixture types, and other features necessary to determine composition and quantity of wastewater. LOT: c)1 ( Q PROPERTY ID BENCHMARK /REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE IS SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [NJ NO SOIL PROFILE INFORMATION SITE Munsell # /-Cplor extffe Depth (2 to to to --- to 6 tv mu' ice/ to to to to USDA SOIL SERIES: f 7/4i7 LA N SITE EVALUATED BY: STATE OF„ TLORIDA DEPARTMENT OF HEALTH NSITE SEWAGE DISPOSAL SYSTEM ITS EVALUATION AND SYSTEM PEC IICATIONS `. BLOg (HIS IX ifo,4) K: SUBDIVISION: , # ://-72_06- o /v- /2 2o DH 4015, 10/96 (Replaces HRS -H Form 4015 [Page 3) which may be used) (Stock Number: 5744 - 003 - 4015 -1) 0 ` AGENT: `., ( 1 / 0 8 io rdnete-A ,2 [Section /Township /Range /Parcel No. or Tax ID Number] � e TO BE COMPLETED BY ENGINEER, HEALTH UNIT EMPLOYEE, ORCOTHER QUALIFIED PERSON % ENGINEER'S MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY' SIZE CONFORMS TO SITE PLAN: [\4 YES [ ] NO NET USABLE AREA AVAILABLE: TOTAL_WIMAMED SEWAGE FLOW: 300 � GALLONS PER DAY [RESID ° AUTHOD SEWAGE FLOW: Z GALLONS PER DAY [1500 GPD /ACRE OR UNOBSTR pTED AREA AVAILABLE: '{j)l '4 SQFT UNOBSTRUCTED AREA REQUIRED: 2500 GPO AC 04 log / 0 .4 ACRES OTHER -TABLE 2] SQFT tivr �[Q INC-/T] ; ABOVE BELOW] BENC REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: 401 FT DITCHES /SWALES: A/ /4 • FT NORMALLY WET? [ ] YES [-y%"] NO WELLS: PUBLIC: /6/t4° FT ) LIMITED USE: tJ q�„ FT PRI-YATE: A3f4 FT NON - POTABLE: A 01- FT BUILDING FOUNDATIONS: FT PROPERTY LINES: FT POTABLE WATER LINES: FT 10 YEAR FLOODING? [ ] YES [e] NO 10 YEAR FLOOD ELEVATION FOR SITE: A7 / /j4 FT MSL /NGVD SITE ELEVATION: 1.0 K FT MSL /NGVD SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES : j 1 / / , `20 a Ai cba OBSERVED WATER TABLE: INCHES [ABOVE / 141,0W1 EXISTING GRADE. TYPE ' PERC APPARENT] ESTIMATED WET SEASON WATER TABLE ELEVATION: . d / B 6 INCHES [ ABOVE j ] EXISTING GRADE. HIGH WATER TABLE VEGETATION: [ ] YES [J NO MOTTLING: [ ]] YES [] NO DEPTH: aW INCHES SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING:e DEPTH or EXCAVATION: 9Z INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [/] BED [ ] OTHER (SPECIFO REMARKS- / ADDJ,IONAL CRITERIA: ? DATE: /f // 1 to to to to to to to T ito Page 3 of 3 INSTRUCTIONS: PERMIT NUMBER: Permit tracki(►g number by County Health Department. APPLICANT: Property owner's full name. AGENT: Property owner's legally authorized representative. LOT, BLOCK, SUBDIVISION: Lot, block, and subdivision for lot. PROPERTY ID NUMBER: 27 character number for property (property appraiser ID number or section /township /range /parcel number). SEWAGE FLOW: PROPERTY SIZE: Check if property at site conforms to submitted site plan. Record net usable area available - lot area exclusive of all paved areas and prepared road beds within public rights -of -way or easements and exclusive of streams, lakes, normally wet drainage ditches, marshes, or other such bodies of water. UNOBSTRUCTED AREA: MINIMUM SETBACKS: FLOOD INFORMATION: SOIL PROFILE INFORMATION: WATER TABLE: SOIL TEXTURE: Record the estimated sewage flow for the establishment from Table 1 (residence) or Table 2 (non- residentialj, Chapter 10D -6, FAC. Record the authorized sewage flow for the lot based on net usable area and water supply (1500 gallons per day per acre for private water supplies and 2500 gpd per acre for public water supplies). If authorized sewage flow does not equal or exceed the estimated sewage flow, the application must be denied,, Record the square feet of unobstructed area available and the amount required. Unobstructed area must be at least 2 times as large as the drainfield absorption area and at least 75 percent of the unobstructed area must meet minimum setbacks in Chapter 10D -6, FAC. The unobstructed area must be contiguous to the drainfield. BENCHMARK INFORMATION: Record the location of the benchmark. If using a surveyor's benchmark record the actual elevation. Record the elevation of the proposed system site in relation (above or below) to the benchmark. Record minimum setbacks which can be meet to all listed features. Actual measurements must be recorded or "NA" for nonapplicable features. Features on site plan or within 75 feet of the applicant lot must be measured. The location of any public drinking well within 200 feet of the applicant's lot must also be verified. Record information on lot's subject to flooding. For lots subject to flooding record 10 year flood elevation for site and actual site elevation. Two soil profiles within the proposed absorption area to a minimum depth of 6 feet or refusal are required. Soil identification will use USDA Soil Classification methodology (Munsell colors and USDA soil textures). Refusals must be clearly documented. Provide USDA soil series if available, record "UNK" if the series cannot be determined. Record the depth of the observed water table at the time of the evaluation. Mark "perched" or "apparent" as appropriate. Record the estimated wet season water table elevation based on site evaluation, USDA soil maps, and historical information. Indicate if there is high water table vegetation present. Indicate if mottling is present and depth. Record soil texture or loading rate for system sizing. DEPTH OF EXCAVATION: If applicable record depth of excavation required. Record "NA" if not applicable. DRAINFIELD CONFIGURATION: Check drainfield configuration required. If other, specify type. ADDITIONAL CRITERIA: Record any additional remarks pertinent to site or installation. Ex. dosing required. SITE EVALUATED BY: Signature of evaluator, title, and date of evaluation. Professional engineers must seal all documents submitted. ELEVATION WORKSHEET ELEVATION OF BENCHMARK / REFERENCE POINT IS: BENCHMARK SITE 1 SITE 2 SITE 3 [ + ] SHOT H.I. H.I. H.I. H.I. [ - ]SHOT [ - ]SHOT [ - ]SHOT nspection Number: INSP -36010 Permit Number: BP2004 -1159 Inspection Date: 12128/2006 Inspector: Grande, Claudio Owner: VARONA, BELKIS Job Address: 517 91 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: HOME OWNER Building Department Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, December 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments Block: Permit Type: Imported Permit Inspection Type: Truss Insp Work Classification: Addition Phone Number Parcel Number 1132060141220 Lot: Page 2 of 2 \ '' s , ' Passed h specto Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -2619 Inspection Date: 09/08/2006 Inspector: Levrack, James Owner: VARONA, BELKIS Job Address: 517 91 Street NE Project: <NONE> Contractor: Miami Shores Village, FL Building Department Comments Thursday, September 7, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 EP 1 .1 '`ELI Block: 0 Permit Number: PL2005-228 Permit Type: Imported Permit Inspection Type: Rough Work Classification: <NONE> Phone Number Parcel Number 1132060141220 Lot: Page 1 of 2