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RC-06-25 w Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 s• Tel: 305-795-2204 Fax: 305-756-8972 ` Building Inspection Department This 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 't compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: .� Permit Type Residential Construction Bldg. Permit No. RC- 1- 06 - 25 `� %";W -* - Owner JOHN TERRY Contractor PRIORITY CONSTRUCTION MANAGEMENT A v g Subdivision /Project <NONE> Date Issued 03/04/2010 11 *Aa t Construction Type ADDITION 407 SF Occupancy Single Family 29 NW 96 Street k Y Miami Shores FL 33138- L ocation Vs Boom MIT! y. Building Officials Approval Norman B ruhn, G B Q Not Transferable { ►w 01 POST IN A CONSPICUOUS PLACE i u. I i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 136270 Permit Number: RC- 1 -06 -25 Inspection Date: February 24, 2010 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: TERRY, JOHN Work Classification: Addition Job Address: 29 NW 96 Street Miami Shores, FL 33138- Phone Number (305)754 -2361 Project: <NONE> Parcel Number 1131010330430 Contractor: PRIORITY CONSTRUCTION MANAGE INC Phone: 786- 299 -2776 Building Department Comments NEW MASTER BEDROOM AND BATHROOM Inspector Comments Pas k;L' 6 Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For;nspections please call: (305)762 -4949 February 24, 2010 Page 1 of 1 �u f • i .� ... 7 'ee'` • i ce �• i" • \ • �i i �.3rQ • ,� a � d 21 PAM C__ It. P COW LfAWWW416 ILI TA 1 . ., a . x I f v Legal Description; Lot 23 and the East one -half of Lot 22 Block 130 of "Miami Shores Section 6" . _• ids `� r according to the Plat thereof as recorded In Plat Book 10 Page 39 of the Public Records of Miami -Dade 1 County, Florida. Subject to dedications, restrictions, reservations etc, if any may exist. •lC► i '� Surveyors Certification; I hereby certify that to the best of my knowledge and belief that the attached ! � "Boundary Survey" Is true and correct. I further certify that this survey meets the Minimum Technical N �f► Standards set forth by the Florida Board of Professional Surveyors set forth in Chapter 61G 17.6 of the ST Y t Florida Administrative Code, pursuant,to Section 472.027 of the Florida Statutes. i _ 4 ALI Surveyors Notes; j '. /. 1. Not valid without the signature and original raised seal of a Florida licensed Surveyor and Mapper. 2. Date of field work October 4, 2007. 3. Bearings, if shown, are based upon'the centerline of NE 96 Street assumed East. 4. Elevations, if shown, refer to N.G.V.D.1929. 1* 'ALI S. Ownership of fences has not been determined and has been located b visual means onl y 6 t . Underground foundations, If any, have not been determined. y NA5 . � VOL 7. An Abstract of Title must be reviewed in order to determine additional recorded items that may affect said property. Only those easements shown on the record Plat, if any, have been shown hereon. . 3 I 8. Liability of this .survey is irmrted to the cost of said survey- � �+ 9. This property is located in Flood Zone 'X', as per F.E.M.A.'s Flood Insurance Rate Map No. V 12086CO302L, Dated September 11, 2009. 10. Property Address 29 NE 96T" Street Miami Shores, Fl. 33150 jr+thl d3 11. Source of Elevations- Miami -Dade County Benchmark No. N-446 +} t' 12. Prepared fro - John and Gina Terry , ` Donald T. Ramsay •:. ;, h pmt E Registered Surveyor and Mapper No. 5851 612 NW 162 Ave. Pembroke Pines, Fl. 33028 State of Florida p 20 A pflR/, rAVe, Q 30 5 -T26-4620 °- 4-1 1 G2ss� tom/. °.✓ r 14 MEh1At*t — ' 0.50 " . C046. 2/20/10- Update Survey • • •!} • • N 4 I T F E 2, u APPROVED " A FE-- BY: .. ZONING DEPT L� E3LDG DEPT SUBJECT CO CCMPLIANCE WITH ALL FEDERAL STATE AND t,C�UN N riUl_ES AND REGULATIONS 15NaRES M iami S hores V illage Eggs � Building Department 10050 N. E.2nd Avenue Miami Shores, Florida 33138 I p, Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY /COMPLETION CHECK LIST Building permit card. ✓Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. A. " Certificate of Elevation — (Sealed by surveyor). Expiration date required on the form. \4ertificate of Insulation. '- Iq/Certificate of Soil Treatment (Final treatment - original)\ CHAPTER 2913 -5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and lawn as established by the Florida Department of Agriculture and Consumer Services." Health Department Approval Letter (On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. Soil Compaction Letter (Density report is required) Final certification letter from the Engineer /Architect (on masonry, trusses, special structure, etc) ;1� Backflow preventor certificate (Required on commercial projects only) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (.i4ithout 24 lire Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO fee is $150.00 • Commercial CO is $200.00 Mtn C,01 iC � l GtYQJ V(, kF.V c2/18/z0,�>> f-e_T �ye�� aS 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 136269 Permit Number: RC- 1 -06 -25 Inspection Date: February 24, 2010 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Final PE Certification Owner: TERRY, JOHN Work Classification: Addition Job Address: 29 NW 96 Street Miami Shores, FL 33138- Phone Number (305)754 -2361 Project: <NONE> Parcel Number 113101033043 Contractor: PRIORITY CONSTRUCTION MANAGE INC Phone: 786- 299 -2776 Building Department Comments NEW MASTER BEDROOM AND BATHROOM Inspector Comments Passed 4/`dA Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 February 24, 2010 Pagel of 1 r Rn FEB 242010 L Antonio Rodriquez, Architect AR93998 17SO NW 107 Avenue, Suite L -314 Miami, Florida 33172 December 11, 2009 Village of Miami Shores Building Department Miami Shores, Florida 33138 Re: Terry Residence Addition /Renovations 26 NW 96`' Street Miami Shores, Florida To Whom It May Concern: Please be informed that I have personally inspected the completed addition /renovation at the above - referenced property. The structural components were constructed in accordance with the Florida Building Code and with the approved plans prepared by my office. PI do not hesitate to contact me if you require any additional information regarding this matter. S cer ly, 1. nto io Rodriguez, Project Architect Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 136268 Permit Number: RC- 1 -06 -25 Inspection Date: February 24, 2010 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: F. Termite Letter Owner: TERRY, JOHN Work Classification: Addition Job Address: 29 NW 96 Street Miami Shores, FL 33138- Phone Number (305)754 -2361 Project: <NONE> Parcel Number 113101033043 Contractor: PRIORITY CONSTRUCTION MANAGE INC Phone: 786- 299 -2776 Building Department Comments NEW MASTER BEDROOM AND BATHROOM Inspector Comments Passed `�rg __;:j Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 February 24, 2010 Page 1 of 1 ULai Aj MASTER EXTERMINJVO -.p .. R MASTER INTEGRATE PEST CONTROL CORPORATION ENIERYIMNIYR : D.A.C.S. Bureau of Entomology & Pest Control License JB3716 Dade - (305) 887 -5213 Broward - (954) 441 -6999 CERTIFICATE OF PRE CONSTRUCTION SOIL TREATMENT ( As required by Florida Building Code (FBC) 1816.7) CERTIFICATE No.- y o � ` 0 Property owner: Builder Company: Treatment performed at:� Legal description (If available) Footing application Slab application `Final ( perimeter) applic ion The building has received a complete treatment for the prevention of subterranean termite. Treatment is in accordance with the rules and laws established by the Florida Department of Agriculture and Consumer Services 482.0815 THIS CERTIFICATE IS GOOD ONLY FOR ONE KIND OF &PPLICATION Total square foot treated: Date of treatment: Common name of pesticide Solution applied at : l % Quantity of solution applied: Operator: Signature of Licensee or Agent: Certified pestf ont of operator Date: ( - x)o EDUCATION - PREVENTION - HYGIENE A NEW CONCEPT ON PEST CONTROL TECHNIQUES " 4 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 136267 Permit Number: RC- 1 -06 -25 Inspection Date: February 24, 2010 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: F. Insulation Certificate Owner: TERRY, JOHN Work Classification: Addition Job Address: 29 NW 96 Street Miami Shores, FL 33138- Phone Number (305)754 -2361 Parcel Number 113101033043 Project: <NONE> Contractor: PRIORITY CONSTRUCTION MANAGE INC Phone: 786 - 299 -2776 Building Department Comments NEW MASTER BEDROOM AND BATHROOM Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 February 24, 2010 Pagel of 1 FEB 242010 INSULATION CERTIFICATE D.B.A.IALLSTATE INSULATORS .�..,.....��...� -- BUILDING PERMIT NUMBER: 2006 -025 PROJECT NAME: ADDITION AT: ADDRESS: 29 NW 96 ST, MMW FL. We the undersigned, hereby- ccrL4 that the THERMAL. INSULATION has been installed in the above referenced project, in compliance with the latest edition of the STATE OF FLORIDA ENERGY CODE, the approved ENERGY CALCULATIONS, and PLANS, and in accordance with good ccrosttruction practice. The insulation furnished and installed has the characteristics shown below (Only the applicable boxes are checked): Q 1. Exterior CBS walls insulation: R -5.0 (Min) Materials: RIGID INSULATION Thickness: 3/4" inch(es) Density: IbIW Manufacturer: DOW ❑2. Exterior Frame/Metal stud walls: (Min) Materials: Thickness: inch(es) Density: lb/R Manufacturer: ❑ 3. Exterior solid concrete walls: (Min) Materials: Thickness: inches) Density- lb /fe Manufacturer: 04. Interior walls separ ating A/C from non -A /C spaces insulation. (Min) Materials: Thickness: inch(es) Density: lblft Manufacturer: El 5. MULTI- FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON (PARTY) walls separating different tenants are insulated as follows: FRAME/METAL STUDS walls R-1 I (Min), CBS or CONCRETE walls R-3 (Min), both sides (as required by ENERGY CODE) See ENERGY CODE, January 1993, section 602.1 ABC. 1.1 on page 6 -10, latest edition. These "minimum levels of insulation ", are not included in the Energy Calculation, but shall be installed in the field. 6. Above deck type Roof Insulation (Min) Materials: Thickness: inches) Density-: lb /ft Manufacturer: Q7. Ceiling insulation: R -30 (Min) Materials: BATT FIBERGLASS Thickness: 10" inch(es) Density: Ib /ft Manufacturer: KNAUF 8. Others: Installed by: AIR & HH4T IYSUL.477OJV LYC �- D.B.A✓ALLST4TEIXSd L4 TORS Insulation ado Signature Insulation Company Name Insulation Contractor Certificate of Competency # 17735 Certified on: 07/1009 G.G./ Builder: PRIORITY CONSTRUCTION G.CJ Builder Signature Building Contractor Certificate of Competency # Certified on: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 136270 Permit Number: RC- 1 -06 -25 Inspection Date: February 24, 2010 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: TERRY, JOHN Work Classification: Addition Job Address: 29 NW 96 Street Miami Shores, FL 33138- Phone Number (305)754 -2361 Parcel Number 1131010330430 Project: <NONE> Contractor: PRIORITY CONSTRUCTION MANAGE INC Phone: 786- 299 -2776 Building Department Comments NEW MASTER BEDROOM AND BATHROOM Inspector Comments Pass Pd- Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 February 24, 2010 Pagel of 1 NO '. , UV .07 6nzeer ••• • @ i ra is vk J. jj • •. �° 1 . Y + ±�.• �I Nl QOM. t.�Q`10 ti, 5 ; A. .+ a •. `! i, � d ' "� _. Legal Description; Lot 23. and the East one-talf of Let 22 Bt94 k 434 of Miami Shores Section it according to the Plat thereof as recorded In Plat Book 10 Page 39 of the Public Records of Miami -Dade County, Florida, Subject to dedications, restrictions, reservations etc, If any may exist. Surveyors Certification; l hereby certify that to the best of my knowledge and belief that the attached 7 8ounda Su rve y" ry y" Is true and correct t further certify that this survey meets the Minimum Technical Standards set forth by the Florida Board of Professional Surveyors set forth In Chapter 61 G 17A of the . _ Florida Administrative Code, pursuant•to Section 472.027 of the Florida Statutes. ,. Surveyor yors 1- Not valid without the signature and originat raised seal of a Florida licensed Surveyor and Mapper. ` 2. Date of field work- October 4, 2007. a • ' `° y 4 3. Bearings, N shown, are based upon't he centerline of NE 9e Street assumed East. 4. Elevations, if shown, refer to N.G.V.D.1929. ,►�1 S.-Ownership of fences has not been determined and has been located by visual means only. j $ 6. Underground foundations, if any, have not been determined. I 7. An Abstract of Title must be reviewed in order to determine additional -recorded items that may affect said properly. Only those easements shown on the record plat, P any, have been shown hereon. 8. Liability of this survey is limited to the cost of said survey. AZ 9. This property Is located In Flood Zone 'X', as per F.E.M.A-'s Flood Insurancee.Rate Map No. 12086CO302L, Dated September -il, 20". 10, Property Address- 29 NE 9e Street Miami Shores, Fl. 33150 11: Source of Elevations- Miami -Dade County Benchmark No. N446 r . .. 12. Prepared fro- John and Gina Terry Donald T. Ramsa • r, i� � Registered Surveyor and Mapper No. 5851 612 NW 162 Ave. Pembroke Pines, Fl. 33028 State of Florida Q 90'A s tw+4 Rt, AVp, R Q" 305- 720 -4620 -1 O� 9PASS SW M€PI a 2120/10- Update Survey • 4":n zs Goo Miami Shores Villag EB 4 APPROVED DATE ZONING DEPT BY: ........ BLDG DEPT SUBJECT - ro CGMPLIANCE WITH ALL FEDERAL STATE AND CCUN(Y PULES AND REGULATIONS LO F EB 2 4 J. Antonio Rodriguez, Architect ................•••• AR93996 1750 NW 107 Avenue, Suite L-314 Miami, Florida 33172 December 11, 2009 Village of Miami Shores Building Department Miami Shores, Florida 33138 Re: Terry Residence Addition /Renovations 26 NW 9e Street Miami Shores, Florida To Whom It May Concern: Please be informed that I have personally inspected the completed addition /renovation at the above - referenced property. The structural components were constructed in accordance with the Florida Bu ding Code and with the approved plans prepared by my office. lea do not hesitate to contact me if you require any additional information regarding this matter. incer ly, J . t is Rodriguez, Project Architect Inspection Worksheet sno p4til"' 7 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL . . . . . . . . Phone: (305)795-2204 Fax: (305)756-8972 ---------------------- Inspection Date: 03/0512008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Slab Owner: TERRY, JOHN Work Classification: Addition Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)754-2361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor: PRIORITY CONSTRUCTION MANAGEMENT INC Phone: 786-299-2776 Building Department Comments NEW MASTER BEDROOM AND BATHROOM Inspector Comments Passed r'k ZAIO Failed E:I �� Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Tuesday, March 4, 2008 Page 2 of 2 i S .E.T. ENGINEERING & TESTING LAB, CORP. 2855 NW 112 Ave. Suite 8 Miami Fl. 33172 Tel: (305) 594 -4396 Fax: (305) 594 -4305 Field Density Report Client: PRIORITY CONSTRUCTION Client No, 520 -2003 Date: 02/25/08 Project: 29 NW 96 STREET MIAMI, FL Soil Description: FINE LIME SAND Proctor NO.: 2744 MAX FIELD MOIST. DENSITY LOCATION DENSITY CONTENTS % LIFT RESULTS NORTH EAST ADDITION (LBS /CFT) % IN THE FIELD EAST CENTER UNDER SLAB 100.1 7.5 95.5 FINAL p SE CORNER UNDER SLAB 100.2 9.6 95.6 FINAL P SW CORNER UNDER SLAB 100.0 7.7 95.4 FINAL p Moisture % No.: 9 . 9 100% Max Density: 104.8 ASTM D- 2922 -71 DEPTH: 9" REQ. COMPACTION: 95% Remarks: ALL OF THE ABOVE TESTED LOCATIONS COMPLY WITH THE JOB SPECIFICATIONS. P =PASS F =FAIL FT= FOOTING SG= SUB -GRADE BC =BASE COURSE Res y Submitted FERMIN A. MAfWINEZ P. FLORIDA REGISTRATION # 19363 S.E.T. Engineering & Testing Lab, Corp. 2855 NW 112 Ave. Suite 8 Miami Fl. 33172 Tel: (305) 594 -4396 Fax: (305) 594 -4305 DATE: 2/25/2008 CLIENT NAME: PRIORITY CONSTRUCTION CLIENT'S #: 520 -2003 PROCTOR #: 2744 SOIL DESCRIPTION: FINE LIME SAND 140.0 135.0 - — -- - — 130.0 ------- - - - - -- — T, 125.0 -- -- :... - _._..__.. _ Dry 120.0 : __:_ .__:- _ _._.. Moisture % Density T _ � 115.0 _ ......- - - - -- -- - -- — - - - - - -- I b cft 110.0 .... - — - - - -- -- _ 6.7 100.4 105.0- _. ___ _ ....... _ _ _ _ 10.9 104.8 C 100.0 - — 11.8 102.0 �. 95.0 r - - -- 0 90.0 - 85.0 - 80.0 75.0 70.0 2.3.4.5.6.7.8 .9.1 01 11 21 31 41 51 61 71 81 920212223 00000000 .0.0.0.0.0.0.0.0.0.0.0.0.0.0 i % Moisture OPTIMUM MOISTURE: 10.9% MAXIMUM DRY DENSITY: 104.8 AASHO DESIGNATION: T-180 D Res BN8ully submitted — FA" ERMIN A. M INEZ, E. FLORIDA REGISTRATION # ww MASTER EXTERMINATOR MASTER INTEGRATE PEST CONTROL CORPORATION EIIEIIII AID I ; D.A.C.S. Bureau of Entomology & Pest Control License JB3716 • 9 Dade - (305) 887 -5213 Broward - (954) 441 =6999 01TIFICATE OF PRE CONSTRUTION SOIL TUATHUff CERTIFICATE No.- m Property owner: Builder Company: Treatment performed at: g Legal description (If available) 61 Footing application Slab applicatio 61 Final ( perimeter) application THIS CERTIFICATE IS GOOD ONLY FOR ONE KIND OF PLI ATION Total .square foot treated: r Date of treatment: Common name of pesticide Solution applied at : 0 - 5 ' % Quantity of solution applied: a Operator: Signature of Licensee or Agent: ' Certified pest control o erator 7 7 Date: EDUCATION — PREVENTION - HYGIENE "A NEW CONCEPT ON PEST CONTROL TECHNIQUES " �° .T.s ,- Inspection Worksheet Sol n M Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ORli� Phone: (305)795 -2204 Fax: (305)756 -8972 f pectic i�lumbe Inspection Date: 1011512007 Permit.Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Tie Beam Owner: TERRY, JOHN Work Classification: Addition Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)754 -2361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor: PRIORITY CONSTRUCTION MANAGEM INC Phone: 786- 299 -2776 Building Department Comments NEW MASTER BEDROOM AND BATHROOM r I 'r3 � ® ®� Inspector Comments Passed Plans call for #3 ties at comers and ends to be 4 @ 12 ". not done. Cells and column bottom are full of dirt and mortar, clean out for inspection. 10/15/07 CG Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, October 15, 2007 Page 1 of 2 g�. Inspection Worksheet UL Miami Shores Village �Hi 1iiU6. - `,4 r �y� 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -89 :•i:•i:4:Gi}:ip:•i i:•i:•i:• }: iii::•:• i:• i:• :ti• ?Si:�:•:�i:•i:•i:•i:•:titi••:: i:� :ii:4i: kiv •:•:v••: :•• •••i 4Ti ..•. .�•. .: ...: 4:: i$:::{'+.•: �:::;:i::::: i:•: i:• ii:• i:• i:• i:• i:• is •:iiiiiii: ?.ii:•ii:•i:•'•i:•ii ii iiii iiiiiiii:•ii iii vi:•:•i:•:•:•: ^ii ii i:::..::�:i:G:•i.. Inspection Date: 10/10/2007 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Spot Survey Owner: TERRY, JOHN Work Classification: Addition Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)754 -2361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor: PRIORITY CONSTRUCTION MANAGEM INC Phone: 786 -299 -2776 Building Department Comments NEW MASTER BEDROOM AND BATHROOM Inspector Comments Passed `® �® m" Failed E:1 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, October 9, 2007 Page 1 of 2 tea "Ago � r�n�citl:Nla,... a � . � l , f 1 Nn o pA9Pr�' _.•ly►. � VeYe I. Pe. sar►Q� - - , •Q• • • • Fh la \V V Htkt .A * 4V a •� • • 14--N 11 go ko Av go ag 4 is ,%•" �•. �5 _ •....' •. �" `• •` •`� ` o • • • d A d a, p t �b•9v Legal Description; Lot 23 a4he. East one -half of Lot 22 Block130 of "Miami Shores Section W o Z 6" according to the. Plat tl eof as recorded in Plat Book 10 Page 39 of the Public Records of 03 4,6' ..., ^ i 7- Miami -Dade County, Fl la. Subject to dedications, restrictions, reservations, if any. ® s f4•Io r. 4 , ti • g• �. =6.? / ? 12 •�„ 1 y� I hereby certify; That' in my professional opinion and to the best of my knowledge and belief, the ® I h 1 attached Boundary Survey", is true and correct as recently surveyed under my direct • F.,�� O er supervision. I further certify that this `Boundary Survey" conforms to the Minimum Technical ,-7 �3t 4 ) VA Standards set forth by the Florida Board of Surveyors and Mappers in Chapter 61 G17.6 of the J yt4 Florida Administrative Code, pursuant to Section 472.027 of the Florida Statutes. - ° 0� Surveyors Notes; j3, o f 1. Not valid without the signature and original raised seal of a Florida licensed Surveyor and r-,// Mapper. n • 3 �t+� 2. Date of field work; October 4, 2007 k`' c � •,,, � 3. Prepared for; John and Gina Terry 4. This property is located in Flood Zone ` X ', as per N.F.I.P. Map No. 12025C0093J, Dated _ March 2, 1994. . C " fNp ;�►� - 4 5. Elevations if shown, refer to NGVD 1929 ° l P, 1! ► A � 6. Ownership of fences has not been determined, and were located by visual means only. U) W 1 4 0 I ►�, 7. Underground foundations, if any, have not been located. J $�g�v ; : b: , t R , , :; • ; , e t x� , a : t •, , : r r o °r s t4 c. 8. An abstract of Title must be done in order.to determine recorded instruments that may affect - b •, q (j E • Z • ••. • n ' $ ,'e b • e '71 d /�.Y.� this property Y ® I'"— 0 0 i d• �, . •P• FA {�o 9. Liability of this survey is limited to the cost of said survey. a v c ., 0 10. Bearings, if shown, are based upon an assumed meridian and referenced on the centerline of NW 96 Street bearing.East.. z o a NI r 11. Source of Elevations- Miami -Dade County Benchmark No. N-446 , 1 Donald T. Ram 0.50 &Pic. C'U'Ats ° K L SP Reg�tered Surveyor and Mapper No.5851 21 �o �. .°>�T h � 6•d �� I �' State of Florida i aSS �� S�` pO Box 278586 Miramar, Fl. 33027 -- 305 -720- 4620 - Cellular o• sa cor#c.. c u,� - dtrsurveyl4@aol.com c s q t sees.. 0000.. 0000 iee.ef s • se.•s• 0000.. 0 • sees sees •••e• sees •e•• •eeei •• • sees•• sees•• s••0 •• •• • • • •1111• f..•ie •s•• • • f • 00e0 • • • • • 009 a •• 6 c s q t I Inspection Worksheet Miami Shores Village nu am 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 h3 y17 Inspection Date: 12104/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Truss Insp Owner: TERRY, JOHN Work Classification: Addition Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)754 -2361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor. PRIORITY CONSTRUCTION MANAGEM INC Phone: 786- 299 -2776 Building Department Comments NEW MASTER BEDROOM AND BATHROOM VAR Inspector Comments Passed CREATED AS REINSPECTION FOR INSP -5109. ROOF TRUSSES 1) Approved plans not on the job for inspection. 2) Missing 2x4 edge blocking at 4' from the gable end. Not nailed from the top at 4 "oc. 12/3/07 CG Failed 12/4/07 1) Corrections to item no 2 above have not been done. 2) Plans call for 2x10 joist at 16oc on flat roof. You have installed 2x8 at Correction 14" oc. Need revision from Architect on the use of 2x8 roof joist. Needed 3) Extension on 2x8 joist if OK by the Architect shall be a minimum of 24" oc nailed with 2 rows at 4 "oc. CG Re- Inspectio Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, December 4, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL R R Phone: (305)795 -2204 Fax: (305)756 -8972 ns la -" Ada P'Trf1It IS R{- Inspection Date: 12/04/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Roof Sheathing Owner. TERRY, JOHN Work Classification: Addition Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)764-2361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor: PRIORITY CONSTRUCTION MANAGEME INC Phone: 786- 299 -2776 Building Department Comments NEW MASTER BEDROOM AND BATHROOM DEL ®� Inspector Comments Passed CREATED AS REINSPECTION FOR INSP -5112. Panel edge bloking missing on east end of gable end nailed at 4" oc from top, west side not nailed thru top of plywood. 12/3/07 CG 12/4/07 Failed 07 Correction to above comments have not been done. CG Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, December 4, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL by o od Phone: (305)795 -2204 Fax: (305)756 -8972 �a rtn Nu umber : INSP -51 C 3 E Pelt lei .3, _: Inspection Date: 1210312007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Truss Insp Owner: TERRY, JOHN Work Classification: Addition Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)754 -2361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor: PRIORITY CONSTRUCTION MANAGEME INC Phone: 786- 299 -2776 Building Department Comments NEW MASTER BEDROOM AND BATHROOM Inspector Comments Passed ROOF TRUSSES 1) Approved plans not on the job for inspection. 2) Missing 2x4 edge blocking at 4' from the gable end. Not nailed from the Failed top at 4 "oc. 12/3/07 CG Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, December 3, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 OVA f Inspection Date: 12/03/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Roof Sheathing Owner: TERRY, JOHN Work Classification: Addition Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)754 -2361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor: PRIORITY CONSTRUCTION MANAGEM INC Phone: 786- 299 -2776 BuIlding Department Comments NEW MASTER BEDROOM AND BATHROOM 1 Inspector Comments Passed cc Failed C�'�2 � car Correction � /u �" Needed `��(�t JZ A) r Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, November 29, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 K A Inspection Date: 12107/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Roof Sheathing Owner: TERRY, JOHN Work Classification: Addition Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)754-2361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor: PRIORITY CONSTRUCTION MANAGEMENT INC Phone: 786-299-2776 Building Department Comments NEW MASTER BEDROOM AND BATHROOM Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-68937. CREATED AS REINSPECTION FOR INSP-5112. Panel edge bloking missing on east end of gable end nailed at 4" oc from top, west side not nailed thru top of plywood. 12/3/07 CG Failed 12/4/07 El Correction to above comments have not been done. CG Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Thursday, December 6, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/0712007 Permit Type: Residential Construction Inspector. Grande, Claudio Inspection Type: Truss Insp Owner: TERRY, JOHN Work Classification: Addition Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)7542361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor: PRIORITY CONSTRUCTION MANAGEM INC Phone: 786 - 299 -2776 BuIlding Department Comments NEW MASTER BEDROOM AND BATHROOM 1 %o Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 68935. CREATED AS REINSPECTION FOR INSP -5109. ROOF TRUSSES 1) Approved plans not on the job for inspection. 2) Missing 2x4 edge blocking at 4' from the gable end. Not nailed from the Failed top at 4 "oc. 12/3/07 CG 12/4/07 1) Corrections to item no 2 above have not been done. Correction 2) Plans call for 2x10 joist at 16oc on flat roof. You have installed 2x8 at Needed a 14" oc. Need revision from Architect on the use of 2x8 roof joist 3) Extension on 2x8 joist if OK by the Architect shall be a minimum of 24" oc nailed with 2 rows at 4 "oc. CG Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, December 6, 2007 Page 1 of 2 Inspection Worksheet p Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL '�u►no Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/1912008 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Plumbing Owner: TERRY, JOHN Work Classification: Addition /Alteration Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)754 -2361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor: ATLAS PLUMBING INC Phone: 3051431 -9851 Building Department Comments PLUMBING FOR NEW MASTER BEDROOM AND BATHROOM MAR 2 0 2000 t * EECTION or Comments Passed TED AS REINSPECTION FOR INSP -5126. TO SEWER LINE E HOME Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, March 18, 2008 Page 2 of 2 R� Inspection Worksheet , ,tM Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/31/2008 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type Window and Door Buck Owner: TERRY, JOHN Work Classification: Addition Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)754 -2361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor: PRIORITY CONSTRUCTION MANAGEME INC Phone: 786- 299 -2776 Building Department Comments NEW MASTER BEDROOM AND BATHROOM Inspector Comments 7 - 3 .I, C14 Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, July 30, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village .� s %te � fif�l rir 10050 N.E. 2nd Avenue Miami Shores FL Phone: (305)795 -2204 Fax: (305)756 -8972 ::: <:.:. W. ....:....... rrE�€ti.�. .......::.:::::::::.:::::::........................................:::::::::::::.::::::::::::::::::::::::: ::::::::::::::::::.::....:...:« .:. ::.. .....................:::::::.::::::.........................................:::::............................................................................... ........s�l.t€III?.......�t...� ..:. Inspection Date: 08/04/2008 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Window and Door Buck Owner: TERRY, JOHN Work Classification: Addition Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)754 -2361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor: PRIORITY CONSTRUCTION MANAGEME INC Phone: 786- 299 -2776 Building Department Comments NEW MASTER BEDROOM AND BATHROOM ®� Inspector Comments Passed ❑ ACCESS BY BACK ALLEY GATE. NO ONE IS HOME. OWNER ON VACATION. Failed 00,� Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, July 31, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL wa s �r `� r Phone: (305)795 -2204 Fax: (305)756 -8972 ::: �: vi: Y: i:: iS; :i;:i;:i :: ::iii:•:•::C:;;:ii;:i i:: i:•: :i:•::ii:. :.;,.; :........:•: };; ... .:;i; •.;.....:: ••.::•: i::'•,';:::;:::; �: ::;:: >:::i:•:•:•:•:•:•:•: ::•:yi is?§:;:::;: i:::•:•:•:•:•:}'{.;%:::: i:• i.' �:::•:•:•:• ii :;::•: } }ti } }SL .::::::::::::::::: i ii i:}:;: i:: i:: i ::i:•:•:•:•:• }i:•::i::i: :i::�:� i:•:C::•: t:?::: i:; i< ti:::::: ;:•i >: {:;::i:Y.....Y.....:i::i� .::i:•:Y...;:..::',....::..:: f .,�{ ....M ... �' .:::::::::::: i:: i:::: :::i:::::i::i::::iSi:::Y.i sti: : ,:::i si:::::{ �:' r,: i::::::::::: i:::: i:::: 4::::::::::::::::::'::: i:::: i:::: i:::: i::: isiS:::: i:::: i:::: isj ::::i:: : R : i: : : : i: : : : : : i i:: '...:...•.•.gin ••;; { •: Inspection Date: 08/05/2008 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Window and Door Buck Owner: TERRY, JOHN AU ®6 20 p Work Classification: Addition Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)754 -2361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor: PRIORITY CONSTRUCTION MANAGEM INC Phone: 786- 299 -2776 Buildina Department Comments NEW MASTER BEDROOM AND BATHROOM Inspector Comments Passed ' r— ®:! � 7 -_ &ip Failed Correction _ Needed ❑ �� Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, August 4, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village y� 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 04 W c R 4 , a Inspection Date: 09/02/2008 Permit Type: Residential Construction Inspector: Grande, Claudio ®2 2000 Inspection Type: Window and Door Buck Owner: TERRY, JOHN Work Classification Addition Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)7542361 Project: <NONE> Parcel Number 1131010330430 Block: Lot: Contractor: PRIORITY CONSTRUCTION MANAGEM INC Phone: 786- 299 -2776 Building Department Comments NEW MASTER BEDROOM AND BATHROOM Inspector Comments Passed CREATED AS REINSPECTION FOR INSP -5114. ACCESS BY BACK ALLEY GATE. NO ONE IS HOME. OWNER ON VACATION. cc Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, August 28, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (306)795-2204 Fax: (305)766-8972 ----------------------- .............. . . . ........... --------- - ----_--------------- .................... . ........................ . .................................................................................. . ....................... . ..................... Li mp. ...... ..... . ................. Scheduled Inspection Date: April 06, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Framing Owner: TERRY, JOHN Work Classification: Addition Job Address: 29 NW 96 Street Miami Shores, FL Phone Number (306)754-2361 Parcel Number 1131010330430 Project: <NONE> Contractor: PRIORITY CONSTRUCTION MANAGEMENT INC Phone: 786-299-2776 Building Department Comments UX Inspector Comments Passed Failed Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 03, 2009 Page 10 of 24 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To JOHN TERRY Invoice Number: RC -10 -07 -30198 29 NW 96 ST Invoice Date: October 31, 2007 MIAMI SHORES, FL 33150 -1713 Permit Number: RC- 1 -06 -25 Return Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 ass 69 M Ey '� Date Fee Name Fee Type Fee Amount 12/04/2007 Reinspection Fee Fixed $75.00 10/31/2007 Plan Review Fee (Engineer) Calculated $60.00 Total Fees Due: $135.00 Payments Date Pay Type Check Number Amount Paid Change 12/05/2007 Check 337 $75.00 $0.00 12/05/2007 Check 338 $60.00 $0.00 Total Paid: $135.00 DEC 0 b P��® Total Due: $0.00 Wednesday, December 5, 2007 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To JOHN TERRY Invoice Number: RC -10 -07 -30198 29 NW 96 ST Invoice Date: October 31, 2007 MIAMI SHORES, FL 33150 -1713 Permit Number: RC- 1 -06 -25 Return Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 low Date Fee Name Fee Type Fee Amount 12/04/2007 Reinspection Fee Fixed $75.00 10/31/2007 Plan Review Fee (Engineer) Calculated $60.00 Total Fees Due: $135.00 Payments Date Pay Type Check Number Amount Paid Change 12/05/2007 Check 337 $75.00 $0.00 Total Paid: $75.00 OR) Total Due: $60.00 Wednesday, December 5, 2007 Miami Shores Village Building Department OCT 0 " A01 g p -. 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 B Y. . ........... Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. 122_ CMG-• PERMIT APPLICATION Master Permit No. P'L OG FBC 2004 Permit Type (circle): Building Roormg Owner's Name (Fee Simple Titleholder) `16 "w --! � . . Phone # Owner's Address -� 1 rte; 9 Co L;; 1 Ci State Zip TenandLessee Name Phone # 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 i� o P t t-( (6 � M,f aj t" [ C Phone # - 2 r )- i �l 2 - : 2 2 Contractor's Address -J City ",�. r Gvr State �' L Zip Qualifier N ame - 7, IA -tz p U vi Phone # State Certificate or Registration No. & 0 a - T `3`Z [ Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: 5� ® P L E e L Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ 6Qr �'" Total Fee Now Due $ See Reverse side -3� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit.and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature r� -- Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregomi iinstrument was acknowledged before me this /+� day of , 20 _, by day of 0 , 2&, by - CO- C— D 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. entification and who did take an oath. NOTARY PUBLIC: NOTARY ICk0TARY?VBU�I�T,TEAFFL®RIDA Co be V�tg� Sign Sign: r n,91�o Print: Print: Cede C °y =a My Commission Expires: My Comma sion Expires: APPLICATION APPROVED BY: 2717 i(. ID/-/ sA Plans Examiner Engineer Zoning (Revised 07110(07) Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: RC- 1 -06 -25 Owner Address: Invoice Number: RC -1 -06 -23393 29 NW 96 ST Applicant: JOHN TERRY MIAMI SHORES, FL 33150 - Company Name: Job Address: 29 96 Street NW Miami Shores Village, FL Date Payment Type Check Number Amount Change Tuesday, November 14, 2006 11/14/2006 Check 238 $1,299.82 $0.00 Total Payment: $1,299.82 Page 1 of 1 � RCS LMiami Shores Village _ P r ma c+ 10050 N.E. 2nd Avenue "" Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 fi4 ®riii�� Permit Permit Status: APPROVED Issue Date: 11/6/2006 Expires: 05105/2007 Permit Number: RC- 1 -06 -25 Owner's Name: JOHN TERRY one: (305)754 -2361 Permit Type: Residential Construction Parcel #: 1131010330430 Work Classification: Addition Block: Lot: Job Address: 29 96 Street NW Section: PB: Miami Shores Village, FL Contractor(s) Phone Primary Contractor Total Square Feet: 332 PRIORITY CONSTRUCTION MANAC 786- 299 -2776 Yes Total Valuation: $ 30,000.00 Re uired Inspections Additional Information Footing Stem Wall Footer Type of Construction: ADDITION Occupancy: Single Family Density Stories: 1 Exterior: NA Termite Letter Front Setback: NA Rear Setback: NA Slab Left Setback: NA Right Setback: NA Fill Cells Columns Bedrooms: NA Bathrooms: NA Second Floor Slab Plans Submitted: Yes Certificate Status: Spot Survey Certificate Date: 1/4/2006 Additional Info: NA Tie Beam Bond Beam Bond Return : Classification: Residential Second Floor Tie Bond Beam Rake Beam Special Inspection Letter Trusses Plan Submittal In consideration of the issuance to me of this permit, I agree to perform the work Floor Trusses covered hereunder in compliance with all ordinances and regulations pertaining Roof Trusses thereto and in strict conformity with the plans, drawings, statements or specifications Roof Sheathing submitted to the proper authorities of Miami Shores Village. In accepting this permit I Wall Sheathing assume responsibility for all work done by either myself, my agent, servants, or Window and Door Buck employes. I understand that separate permits are required for ELECTRICAL, Wire Lathe PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING Window Door Attachment POOL work. Framing OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that Insulation all work will be done in compliance with all applicable laws regulating construction Drywall Screw and zoning. Futhermore, I authorize the above -named contractor to do the work Final PE Certification stated. Shutter Attachment Shutter Final ng Fees Due Amount Invoice Number Amt Due Amt Paid Bond Type - Owners Bond $300.00 RC -1 -06 -23393 N(�11 1,2 9. CCF $18.00 Total: 9��® CO /CC Fee $150.00 DBPR Surcharge $1.66 ��S( Education Surcharge $6.00 VV Notary Fee $5.00 Permit Fee - Additions /Alterations $900.00 Plan Review Fee (Engineer) $50.00 Plan Review Fee (Engineer) $50.00 Radon Surcharge $1.66 Scanning Fee $45.00 Submittal Fee ($250.00) Technology Fee $22.50 Total: $1,299.82 Building Department File Co NOTICE: In addition to the requirements of this permit, there may be 9 p Cop additional restrictions applicable to this property that may be found in the public records of this county. L ER IT # G- I - �ED - Z S - RACTOR:PP- I O P-1 Y C0NLS7P-VCl' ON ITTAL DATE:) AINJ . ECT TYPE: -A UD 1 "'1' 1 O N ZONING SO 7S'5 FIRE I/m/000 b64 ox 7)1.e 113 STRUCTURAL � IMPACT FEES 10 epf ELE TRICOW O HRS /DERM PL M NOC J MECHANICAL ,� BLDG Qak\w, ` 11��0 .0u a Miami Shores Village , ova, fim, coA4 , wA Building Department , S 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 T 305 795.2204 Fax: 305 756.8972 Kc - OG - Z BUILDING P ermit �� Permit No. -� PERMIT APPLICA ON' ` ' Master Permit No. FBC 2001 Permit Type (circle): Building le c 'cal Plumbing Mechanical Roofin g Owner's Name (Fee Simple Titleholder) �� Phone # Owner's Address / �/ City ILI /flm/ ✓Ji�ta State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name raz f !Cc9tiD� �i�yU iLCf��"� ` �U�• Phone # Contractor's Addres ( A), yJ , City ? ! yq PC- State G Zip Qualifier State Certificate or Registration No. o S`g i { Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # L� , OIS ?e.� {� $ Value of Work For this Permit �C' Square Footage Of Work: Type of Work: "ddition ❑Alteration rA❑N_ew ❑ �Repair/Replace ❑ Demolition Describe Work: Submittal Fee � Wermit Fee $ .(N $ CO /CC. ' Notary $ Training/Education Fee $ Technology Fee $ Scanning S 45 Radon S 1 Zonin ` Bond $ 3 300 Code Enforcement S Structural Plan Review. $ 5 O - G►D 4 � 0Q 1 00 Total Fee Now Due S NOV tftl (Continued on opposite side) b" Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site, for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature C� X;,. O er or Age Contractor The forego was acknowledged before me this _ The fore m ,iinnssttrument was acknowledged before me this day of K 2l by Ir day of e ' 20Q by �)W lj who is personally known to me or who has produced who is personally known to me or who has produced . A Adentifi�,ali p and who did take an oath. id fication and who did take an oath. NOTARY PU LI :�`?� vP °��= 11 VV1lall7,e1 `Jargas fission #0023198 NOTARY PUBLIC: Sign: oe= o Sign: S Print: �t�antic B D' Print: m` G�: ommiss►o DD23 84 Q= 9 F My Commi 'on Expires: My Commi 'ori:.� Bon �1Thru o tim is ii ing Co., Inc n, �� ,��r��tsa��r�� *,�a,t,��r� • ��r�* �r� ��r� r�r ��t ��t � �� r�a �* ��t** �� • rr* ��, �tt� ,��,�,��t�r�rt,��• *� �t��•�,� � *�,��,� APPLICATION APPROVED BY: Plans Examiner Engineer chc 05/13/03 I 16 Zoning 111!111 Ilili III {� 11111 !1 {li VIII I! { {I 1111111{ NOTICE OF COMMENCEMENT CFN 20r: 5R 1 260337 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR Bk 241-120 Ps 3491; (1 ps ) RECORDED 12/07/2005 09:06:58 PERMIT N0. TAY FOLIO NO. HARVEY RUVINY CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI- DA^DE: THE UNDERSIGNED nereoy gives notice that improvements will oe made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address:. a faz - >4 - Y L OT 6 L4 "RIoCk. LSD o-F "'u nit St-wrQs 5� 1U O.(5" (ban lb aL 2A aQ PLO 00 Sr Hiar 1 5" s P-(, A431XO 2. Description of improvement: ( l�rloh hcjn, 2 Jrt WZ.I ism -b bet y1-A 3. Owner(s) name and address: - rerf a v cu Qto S 7 ` S1�.ora-s 3 3l std Interest in property: Ct F Name and address of fee simple titleholder: 4. Contractor's name and address: Pri ort V1 fi bri y (031 w 5 S T kl arn't 5. Surety: (Payment bond required b owner from contractor, if any) STAB ®F FLORIDA, COUNTY OF DADE �o couN�y Name and address: I HEREi3y CERTIFY that this is a true copy of the e�P �L5RK o Amount of bond originatfil thtso tifceon �L AD20 C `9 Q 6. Lender's name and address: hand and ()fficial•Seal. PAT HARVEY RUVIN, cwty c oul ts ° AP 7. Persons within the state of Florida designated by Owner upon wh ts may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: AAA 8. 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: J � 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) j Signature of Owner -� FRNAMD ��``++ -y�_ � / sw lQoieryPubBC,SteteofFlottds ; Print Owners Name Sohn l tn4 `C-_r V Prep ' Jan DA 006 No. ® oleo Sworn to ant suoscrined nefore me tnis oav o` ]!,f 2C. O 8 ondedlhruA rJ,kf(Agh Add ress: Notary cubi :r Pro- Notarr Na, � Ivi�: commas:on e7 E W�►yPubu f Comm. expires Jan 04, 2008 �ifagher� C{ gKoR,jES Dr! iami o�e� L arc� 0 AFFIDAVIT_ ;. - STATE OF FLORIDA) COUNTY OF DADE) The undersigned Affiant, _ y1u�b -� , a TA , does hereby attest that the (property owner) attached survey, performed by Fri r t,4.4- POc.escLdc- F psy LS (name of surveyor's company) performed on C* is an accurate representation of the existing conditions and (date of survey) locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits.. Further, Affiant sayeth naught. f � Affian �- Ma r t 4, 1 o i^.c.8 044. Witness(sign and print) Witaess(sign and print) SWORN TO AND SUBSCRIBED before me this Q day of ® 0'! &A--, Affiant is personally known to me, roduced C° as identification. FOMM FERNANDEZ $ Lu NO" Public, Stafe of Fladda W Comm. expires Jan 04, 2006 No. DD 076880 Bonded thru ArituarJ. Gellagwa U. � r � n ♦ §N1S t;ITY fns n� IAI bh s� D yO � RIDp Miami Shores Village Building Department 10050 N.E. 2 nd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 06 -25 Job Name: Addition for Terry Res. July 14, 2006 Page 1 of 3 Building Critique Sheet 2n REVIEW THE FOLLOWING ITEMS HAVE NOT BEEN CORRECTED FROM PREVIOUS CRITIQUE OF JANUARY 28, 2006 1. Provide Product Approvals for all windows and doors as required by FRC 4410.4 including the Product Approval Comparison Chart. Only product approvals submitted are for the French door and single hung window, missing the solid metal door and horizontal rolling windows. STILL MISSING THE PRODUCT APPROVAL FOR THE METAL DOOR IN THE BATHROOM. 2. Provide signed and sealed Letter of Intent/Scope of Work from Special Inspector who will be performing the Engineered Unit Masonry inspections. FRC 4407.5.4 SPECIAL INSPECTOR'S FORM HAS NOT BEEN SUBMITTED. (SEE ATTACHED COPY) 3. Roof Owner's Notification form shall be signed by Owner and Roofing Contractor. NOTIFICATION FORM STILL NOT SIGNED WITHOUT THESE 3 ITEM CORRECTED, THE BUILDING PERMIT CANNOT BE ISSUED. Claudio Grande CBO 305 - 795 -2204 ext. 1 430 nn nn.M 7 Miami Shores Village Building Department 10050 N.E. 2° Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 06 -25 Job Name: Addition for Terry Res. January 28, 2006 Page 1 of 3 Building Critique Sheet vi Plans are to be reviewed and approved by HRS, DERM and Miami -Dade Planning & Zoning for payment for Impact Fees. 2. Provide Design on plans to be as per Florida Residential Code �/ 2004 and its 2005 Supplement. (Not FBC 2001) (4o 3. Provide Product Approvals for all windows and doors as required by FRC 4410.4 including the Product Approval Comparison Chart. Only product approvals submitted are for the French door and single hung window, missing the solid metal door and horizontal rolling windows. t4() ® (4.)Provide signed and sealed Letter of Intent/Scope of Work from Special Inspector who will be performing the Engineered Unit Masonry inspections. FRC 4407.5.4 IBS. Address comments from Structural reviewer. 6. Provide Design Pressures for all new openings on plans as equired by FRC 4410.2.3.1.4 . As per Florida Existing Code 707.5.1 " An engineering evaluation and analysis that establishes the structural adequacy of the altered structure shall be prepared by a registered architect or engineer and submitted to the building code official, where more than 30% of the total sum of floor and roof areas of the building are involved in structural alteration" 0 Page 2 of 3 8. Window schedule on plans is incomplete, Id openings and type of windows to be used to be the same as the floor plan. 9. Wood frame construction is not allowed, remove detail A on sheet A -3 from the plans. 10.Roof Owner's Notification form shall be signed by Owner and Roofing Contractor. Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande CBO 305 - 795 -2204 ext. 430 Zql. O-j Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. P4 - 2 S Job Name Date STRUCTURAL CRITIQUE SHEET X64 de Ui!l e Inig 60 d e10 6 c10 5 dddc / 1A -3 ,/ 7"ie co L , r kl C9 lneii'c-a-le ca,4 -a Algid eyIn W firers "r te on wiA1 drzv5 dams ^ e 1�C� /�L•so C - 2) • v n� 1) e ® 3 6 z x r 2-) reg bre 5 W,(p ver V/ 6 Sh ow- rav/ A4 9 (, 111"A loot r . -ems ss s�rw pane -is �f Y r. - camve'st -! l AUG -07 -2005 15:47 lly & ASs' iates 3055130579 P.02 I 5NCie�r p e e Mi i Shores 'Village p -- -- IM 1, ! B0'' ding Department J 10051 . ta Avenue, Miami Shores, FI 33138 �OR{Dp` T�i� 5. 793.2204 - Fax: 305- 7S6.8972 B Y - { : ---- - - - - -- j NO TO AMI O S VILLAGE tUILDThIG DEPAR TMZNT EMPLOY T AS SPIEC AL INSP CTOR 1UNDK T HX IRLORIDA BUILDING CODE t (We) have been retain by (name ot4c v nor /agent) to perform Special Ins ptl tar services t10 r the Florida Building Code at the pr a (it e, ) Miami Shores, as of 14' G ` (date). [ am a registered ArohiC t or Professibi) Engineer licensed Iu the State of Flori a, ; pcial Inspector;] or Reinfor6i Unit Masonry, FBC 2122,4 0 Special Inspector!, or Trusses r 35 Ft, Long or 6 Ft. High, MC 23191 0 Special Inspector; or Steel Cad ' ctions, FBC 2218.2 ❑ Special Inspector; r Soil Cora ction, FBC 1820.3.1 0 Special Inspector '11 or Precast d is & Attachments, FBC 1927.12.2 0 Special Inspectors or Pilings, l C 1822.1.20 Q Special Inspector';, r r NO mark boxes that annlX i The followin s ` g irtdividua played this firm or me are authorized to perform inspections. V 2. 3. 4. I• 1, (we) undcrstand that a Speel Inspector inspt tog for cneh building must be dlsplaycd In a convenient location on the site for reference by the Miami Shor uiiding Deporlm a'Inspcctor. All mandatory inspections, as required by the Flarida Building Code, must be performed by Miami horns. The buildih spcclions must be calied rot all mandatory inspections. Inspections performed by the Special Inspecier htn� by a Owner ara n to the nuanWoy kirpediara perforrnad by the Brttldtng D*vrintent. Further, upon completion of work under each i4ft Pemt1S 1 will submit to the Miami Shorts Building Depattment at the time betbre the final inspection the; mpleted inspec g form and a scaled gtetematt Indicating that, to the bast of my knowledge, b c nd professional judgm those portions b4 project outlined above meet the intent of the Florida Building Code and are in I b al accordance with �ppruved plaits, �} ; 4 �i Engineer/ re tect r , Nanto � (Print) SI ned And Sealed Address Aa s Phone No, Florida License No: �1 TOTAL P.02 CkhWn) a j, v— 9 ` FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONA6 FLOOD INSURANCEaROGRAM Expires December 31, 2005 O.M.B. NO. 3067 -0077 .. .. . .. •... . MA''r164 0' MrIiICATE Im • rhmt 0 • Read the Instrucdons on pages 1.7. E P CT N A - OP TY 0 ER ItfORMATION Foci nY U*1 BUILDING OWNER'S NAME • • • i • • i • • • • i i • JOHN B AND GINA F TERRY P�Mum .. . ..... .... BUILDING STREETADDRESS (Including Apt, Unit Sub Aftor Bldb. No.) dR P.O. R OUTt =AND BOX NO. urser 29 NW MST CITY • • • • • • • • SL4TF. • ZIP CODE MIAMI • • • • • • • • • 33150 • ••• • • • • • • PROPERTY DESCRIPTION (Lot and Blair Numbers, T:_C N"r:Ltalpescriptit, etc.) LOT 23 AND THE EAST 1/2 OF LOT 22 BLOCK 130*1LAT4WK 10 PAGE 39 • • • • BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE GPS (Type): ( ##° - ##' - ##.#IF or ##.#MM#) ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE VILLAGE OF MIAMI SHORES 120652 MIAMI DADS FL 134. MAP AND PANEL. B7. FIRM PANEL B9. BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX 136. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) WmAO, use dep9n offloading) 12025C0093 1 7 -17-95 3-294 X WA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Detemuned ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protects Area (OPA)? ❑ Yes ONO Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building devations are based on: ❑ Constriction Drawings" ❑ Building Under Construction" ® Finished Construction *A new Elevation Certificate will be required when construction of the building is ocmplete. C2. Building Diagram Number I(Selecl the building diagram most similar to the building for which this certificate is bung completed - see pages 6 and 7. ti no diagram accurately Tpresents the building, provide a sketch or photograph.) C3. Elevations BZones Al AN, AE, AH, A (with BFE), VE, VI 430, V (with BFE), AR, ARIA, AR/AE, ARIA1 X130, ARIAH, ARIAO Complete Items C3.-a4 below according to the building diagram spedfied in Item C2 State the datum used. If the datum is diftent from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum j,0it5lConversioNComments, 4- Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes ®No o a) Top of bottom floor (mduding basement or enclosure) " 0 _ - W (m) o b) Top of nod higher floor i(m) ` o c) Bottom of lowest horizontal structural member (V zones only). ft(m) c o d) Attached garage (top of slab) �� ft(m) w 2 o e) Lowest elevation of machinery andlor equipment 1Z m servicing the building (Describe in a Comments area) E ®— o f) Lowest adjacent (finished) grade (LAG) 9 t(m) o g) Highest adjacent (fnished) grade (HAG) —9—.t.(m) o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade o i) Total area of all permanent openings (flood vents) in C3.h / AM. in. (sq. crrn) 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 elev "o n. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data 1 understand that any false statement may be p unishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME ARTURO TOIRAC LICENSE NU 7 0 TITLEPLS AND MAPPERS COMPANY NAME VIZCAYA =n1NT__ ADDRESS CITY ST T DE 13217 S.W. 46 LANE MIAMI 1 5 SIGNATURE DATE .� 0 ° ® (305) 223 -6= FEMA Form 81 -31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the conesponding information from Section A Fbrkaq�Cofflp lsa BUILDING STREET ADDRESS Onclu ft Apt, UNt Suns, anft Bldg. No.) OR P.O. R X N .. , . •. .; Nt�mt 29 NW 96 ST : ' %: CITY • •ST i i i • i • i 2P CODE ComtNAAturrtE VIIJ AGFE OF MIAMI SHORr:S FL 3310 SECTION D - SURVEYOR, ENGINEER, ORARCHRECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) I nsu r �a4 jn r►p;rr�;an3 (3f bufiding fi r. COMMENTS •' ••• i ••• •i• ••• CROWN ELEV. 9, 3.5) 5 SEPTIC TANK ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete items E1 through E4. If the Elevation Certificate is intended for use as supporting Information for a LOMA or LOMR -F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which the certificate is being completed —see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (Including basement or enclosure) of the building is _ ft(m) _in.(an) ❑ above or ❑ below (check one) the highest adjacant grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _t(m) _in.(c rn) above the highest adjacent grade. Complete items C3h and C31 on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ t(m) _in.(cxm ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this infomnnation in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i ordy), and E for Zone A (without a FEMA4ssued or community- issued BFE) or Zone AO must sign here. The stafenmanis in Sons A, B, Q and E are correct to Me bad oft WknoWedge PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable Item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to cartifyy elevation information. (Indicate the sauce and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located In Zone A (without a FEMA- issued or communfty4ssued BFE) or Zone A0. G3. ❑ The following information (Items G4-0) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED M. DATE CERTIFICATE OF COMPLIANCECCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement GB. Elevation of as-bWt lowest floor (Including basement) of the building is: _ ft(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81 -31, January 2003 Replaces all previous editions FLORIDA ENEMIYEFVICRACk WDOFOR BUILDING CONSTRUCTION FORM 6DOC-01 Residential biRtited kiplicatl®As Prescriptive Method C SOUTH 7<1) 9 Strap Additions, Ra WWMom & Bull ft systems CW*=Vft MdWCof ChapW6 of ft Fl ftft gy EllidsWCode ryaybedemorpabQNtie use of Fgpn 6=41jaeddlow ol6W sgwe feet orkns ,s&e- msla8edoanponenbotrt aedhWai, and r to ' and resides. mommindwbas Wamb or 1. PROJECT NAME: M 14 1- 1 Y ' c e BU • • O/ (-i L lz- AND ADDRESS: �V 37• PERMITTINC3 }�q lat�i l CLIMATE h $ {� OFFICE: b-4 a ►��, ZONE: 7 [_ 8 El OWNER: JOHO 4 row* .. . . . .. !N0 Pp JUNSDIMN NO.: It S&U AMITMTOEM'n N( 3RMDENCES (6OSgvarefedorlessfcoV4W emttT& m6C- 1, 6C- 2and6C-3applyordybihecompotenbalbadMn ,ratt)bmftV . Spaceheefagcooltgandwat�lea�g�dpn�tefEierwybvelsmatbemetonywh� sptdf�a9yto�nrelfeadr66onoris g�b&ed'm onx itre on Cmwwb swi*v =n8iiiiiiii spaces from wndif med spies must meet the pexribed minimum insulation levels. RENOVATIONS (Residenilal bw'ktmgs wdergohg mmllmooft more dw 30%dthe valeof tle buddsgl. ResdipWer inTabbs6G1aWSC- 2appiyodytobcomponenbandequTp Wboingromtedareplaced. MANUFACTURED HOMES ANDBUit.DiNMOdyade -i CMWffb ndb&W amwvw dby0dsfolm WLDiNGS%'rEWComphtVdmmmpb ww*b niskw ad. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 1. ADpi m W 2. Single family detached or Multifamily attached 2. SIt4C -LL0 � 3. if Multifamily -No. of units covered by this submission 3. N/A 4. Conditioned floor area (sq. ft.) 4. �3 (-5 - 5. Predominant eave overhang (ft.) 5. I' -C.4 ✓" 6. Glass area and type: Single Pane Double Pane a. Clear glass _ 6a. -^- sq. ft. sq. ft. b. Tint, film or solar screen 6b: S�' sq. ft. sq. ft _t�/ 7. Percentage of glass to floor area 7. dal % 8. Floor type and Insulation: a. Slab -on -grade (R- value) 8a. R= �? �� U� lin. fL b. Wood, raised (R- value) 8b. R= sq. ft. c. Wood, common (R- value) 8c. R= sq. ft. d. Concrete, raised (R- value) 8d. R= sq. ft. e. Concrete, common (R- value) 8e. R= sq. ft. 9. Wall type and insulation: a. Exterior. 1. Masonry (Insulation R- value) 9a -1 R= �� d 2� ° sq. ft. 2. Wood frame (Insulation R- value) 9a -2 R= _�_ _ sq. ft. b. Adjacent 1. Masonry (Insulation R- value) 9b -1 R= sq. fL 2. Wood frame (Insulation R- value) 9b-2 R= sq. ft. c. Marriage Walls of Multiple Units* (Yes/No) 9c N o 10. Ceiling type and insulation: a. Under attic (insulation R- value) 10a. R= 3 d �� 1 sq. ft. b. Single assembly (Insulation R- value) 1 Ob. R= -•-» sq. ft. 11. Cooling system* / (Types: central, room unit, package terminal A.C., gas, existing, none) 11. Type: S'V S 5T 113 S 10 - O 12. Heating system *: (Types: heat pump, elec. strip, natural gas, LP. gas, 12. Type: i 5 i ti1C:s _- gas hp., room or PTAC, existing, none) HSPF /COP /AFUE: 13. Air Distribution System *: a. Backfiow damper or single package systems* (Yes/No) 13a. C� C b. Ducts on marriage walls adequately sealed* (Yes/No) 13b. Q 14. Hot waters em: 14. Ty VVV (Types: elec., gas, other, e>osfing, none) E * Pertains to h O T with site installed components. I h rS the the ans a d ecifications covered by the calculation are in Reviewof plans f q;r ro ! • ih oaf p „ co wiHtthe ri w the ilorr Q, be PWARED BY: DATE 1 0 1 41 0 f mSp'W for 1 B 1 I hereby certify that th' bui rig is in compliance with the Florida Energy Code. BUILDING OFR OWNER AGENT. DATE- nATF• r • • see • • • as* Climate Zones 7(Tg •• •• • • • •• •• • • • • • • • • • • • TABLE 6t.1: PRESCRIPTIVE REOUIBEMOM FOR SMALL ADDITIONS (6d Sq. Ft.bnd Lilts), flFfh�A110N3 Tl7IXIS GBUILDINGSAND SRE- INSTALLED COMPONENTS Of MANUFACTURED HOMES. MUM INSULATION MIMMUNI INSTALLED EFFICIENCY EFFICIENCY COMPONENT INSULATION INSTALLED EQUIPMENT Concrete Block • .Central.A/C - SPHt SEER = 0. SEER = CO) Frame, 2'x 4' R -11 : • • : : • , Single Pkg. SEER = 9.7 SEER - Frame, 2' x 6' R-19 • • . • • Roanfit n u or PTAC EER = S.5' EER = 3 Common, Frame R -11 V • • Common, Masonry R -3 Electric Resistance ANY ICU y� Under Attic R - • • • • HeA pump - Split HSPF = 6.8 HSPF = (D Single Assembly, Enclosed • • • ' ' ' • Frame R -19 Pk g. HSPF = 6.6 HSPF = O • • • • • • • • • Single 9 z Metal p R -13 • i Roam unit or PTHP COP = 2.7" HSPF/ U Single Assembly; Open R -10 • • • • • • • • COP Common, Frame R -11 a CL 78 Gas, natural or propane AFUE = . AFUE - (0 Slab -on -grade No Minimum Fuel Glf AFUE = .78 AFUE Raised Wood O Raised Concrete R _ � 54 EF � Common, Frame R -11 Electric Resistance EF R-6 ,, Gas, Natural or LP. EF EF = j In unconditioned space EF = .54 EF = o In conditioned space No minimum Fuel Oil ' see rat• s-s, 8-7 TABLE 6C-2: PRESC E RLG_M EM FOR GLASS AREAS IN ADDITIONS ONLY ° Ir>stalled •� _ Maximum a to floor area allowed is selected overha le h and solar heat sin coeffiderrt. Maximum /• GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO UP TO 20% UP TO 30y° 40% UP TO 50% Single Double Single Double Single Double Single Double 0 2'-.87 1-.78 3-.87 2'- .78 3._ :76 3 '- .78 .61 �•.:� 1 ' -. 0 -.61 2' -.75 1' -.61 0 •_ 57 1'- .57 0-.44 2'w.57 V-.44 0-.39 1%.39 0'-.35 mj Get certified SHGC from the manufacturer or use defaults: Single dear SHGC =.87, double dear SHGC =.78, and single tint SHGC =.76. S TABLE 6C-3 MRrIMUM REQUIREMENTS FOR ALL PACKAGES CHE COM ON SECTION REQUIREMENTS Exterior Joints & Cracks 606.1 To be caulked sketed weather -stri or otherwise sealed. Exterior VY6ndows & Doors 60 6.1 Max. 0.3 dm/ .it. window area; .5 W .t - door area. Sole & To Plates 606.1 Sole lates and penetrations throe h to later of exterior walls must be sealed. Recessed Li hti 606.1 T IC rated with no penetrations two alternatives allow a MuIU -sto Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with int ral exhaust ductwork �/a Combustion 606.1 Combustion space and water heating systems must loo provided vvittr outside combustion air, Heatin exce t for direct reaker (electric vent fiances. Water Heaters 612.1 Comply with effldency requirements in Table 6 -12. Switch or dearly marked circuit b) o r off as t e ro 'clad. emal or ift-in heat t Is must have a Swimming 612.1 Spas &heated pools must have covers (except solar heated) Non - commercial Poo N pr Pools & S pas - pump timer. Gass a & heaters must have minimum thermal effiden of 78 %• Hot Water Pipes 612.1 Insulation is re wired for hot water dreutati s terns includi heat recove units . L Heads 612.1 Water flow must be restricted to no more than 2.5 gallons r minute at 80 PSIG. attached, d 610.1 All duds, fittings, mechanical equipment and plenum chambers shelf be macharucalfy ttics must be ction, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in n & Installation insulated to a minimum of R-6. ��. ontrols 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERALDIRECTIONS: Iten insta6ed. AORvaluesandotfiasndes�ta8edmustmeetaexc�dtlrar 1.Orn Table 6C-1 Wicab Are R•value of tie hsulatan being added to each component and the efficiency levels of the equipment g aMa tndwbaNa&Wrarrarov Wrmybeleftblank doors and glasscborpanels, DW*ftamdaEra>rva and Dilidstimaostad 2 AMMONSONLY. Determine go limatubge of new glass to conditioned floor area in the addition as follows. Total the areas of aI glass jo the wundows, skiing gds Grim �sandadIdbthepreuiarstofe "W i lbssinex�getdedawa8s' sbemgremovedorendosedbytlreadddron anamauNequal otalarea ottov& bbmTab1 2 Presai�vesereglum � � gimamatotdbyA tecorMOnedtlom8mOl eadgmMul l' I'" 100bgetthepercent. FWthelargest glasspercentageumderwhi timkntnso h ercenla9a (Single m Double pm) and tine ovuatuatug (0}I) Pared vnrr a solar heal gain coefficient (SHGC). For a given glass type and ova". the raoumtan solar Ilea! gain cueiticxerd aDowed Ls speared Iktiralg abdoxseml doors proeorintheupm) anddismiuseamlb�reinsfatedintheadditiondorrothavetowm* withtheoverhangandsolwheatgaincoet f cientregarementsonTable6G2Mnawglassmtlreat nmtatmse<Atet famte01doo�teintheglasspercantage lyou h'ceted. Theovethang( OH) ds�rrsbmeasuredpap�dia�arlytramthetaceof the stoop rtdaectlyw a adwtMbO tadga IRENOVATIONSONLY.pep)y tt�ssrreedstomedthefollovitngrequirements. Any glass We and solarheatgamwdkienlmaybeursedf mglassareaswidcharer at tatwo avariwtg doarrote tdh¢Aeriian6teethmntimovelarg. Glass areas being rawated that do not meelthisafteft mus be &a single-pane tinted, doubille-parnadear ordouble-lianatinted. 4 g(p M SYSTEMS. Cotn*wtm nsw ygstn is Imaged for system installed. 5. Complofafhe information requested on the top half d page I. 6. Read Vinimum Retiterements for Smal Adugtions and Renovations, Table 6C-3, and check all applicable items. 7. Read,sin and data the %W*dAgenrcerlulkation statement on page 1. Miami -Dade County, Florida ANNL COMBINED TAX MFMORANDUM NOTICE NOTICE OF AD VALOREM TAXES AND NON -AD VALOREM ASSESSMENTS SEE REVERSE SIDE FOR MORE INFORMATID'N 127438' 11- 3101 -033 -0430 MIAMI SHORES 1100 116,844 4 =l Exemptions: Horracf - 25.000 JOHN BTRRI.,, 4� A *, * " G f� I y llr � +' y� F � y� t ✓ , f, s=ang.. � r r /. ,, r� n, ., ,s�"�" r r /, / � � � n r � ✓ h r s - i t r y � N s . r r tz n ;; it t. t! t rr /Qr it✓S ^r rJ S`' S M ,: �"' ` g t r y 1! u r rr ® School Board 8.41800 91,844 773.14 School Board Debt Service 0.68200 91,844 62.64 Florida Inland Navigation 0.03850 91,844 3.54 South Horida Water Mgmt District 0.59700 91,844 54.83° Everglades Construction Project 0.10000 91,844 9.18 3 Childrens Trust Authority 0.50000 91,844 45.92 County Wide Operating 5.96900 91,844 548.22 County Wide Debt Service 0.28500 91,844 26.18 Fire Rescue Operating o 2.54200 91 844 i 237.14 Fire Rescue Debt Service 726 Miami Shores Operating N g h 7 7 A I r fi _ ka, �_ �„ „ 711 J9 Miami Shores Debt Service 0.51510 91,844 47.31 i t >' r, �iyhtiti�a � 3 rj a r� 4 i 11- 3101- 033 -04 _ 3 FOLIO NUMBER i Combined taxes and assessments $2,527.15 4% Discount for November $2,426.06 PROPERTY ADDRESS �a BILL REQUESTED BY Mortgage Co.: WASHINGTON MUTUAL HOME LNS Mtg Co. # : 287 Loan #: 0080487572 COMMENTS r 1131010330430 The combined tax bill covering the taxes described on the face of this items, such as special assessments for improvement districts, may have memorandum notice has been requested by the mortgage servicing interest added as required by law. company. This service enables the mortgage company to make early If you no longer have an escrow account, pay the November amount payment and allows you the benefit of the maximum discount. Other indicated prior to December 1. Per Florida law, mortgage lenders that maintain escrow accounts must pay your taxes with the maximum discounts available providing you have sufficient funds in the escrow account. JOHN B TERRY GINA F TERRY MIAMI SHORES SEC 6 PB 10-39 29 NW 96 ST LOT 23 & E1/2 OF LOT 22 MIAMI FL 33150 BLK 130 LOT SIZE 75.000 X 115 This notice covers taxes as assessed from January 1 through December Este aviso'cubre la tasaci6n de impuestos desde el 1 ro de Enero 31 of the year described hereon. Taxes are payable on November hasta el 31 de Didembre para el afio indicado. Los impuestos deben 1 of each year and may be paid through March 31 of the next year pagarse el 1 ro de Noviembre de cada afio y pueden ser pagos hasty without penalty. Real Property and Tangible Personal Property taxes; el 31 de Marzo del afio siguiente sin penalidad. Se consideraran , become delinquent on April 1. On April 1, a minimum of 3% interest morosos los impuestos de bienes raices y los impuestos mobiliarios que no esten pagos arrtes del 1 ro de April. El 1 ro de Abril, un minimo is added to delinquent Real Properly taxes. plus advertising :costs de 3 0 10 de ir>teres es afiadido a has impuestos de Mertes rakes morosos, and fees. For Tangible Personal Property, interest is added at the rate mas gastos de publication y recargos adic onales. El interes de los of 1 per month plus advertising costs and fees. According to impuestos mobiliarios es afiadido a una tarila de 7 1/2% mensualmerft State Law (F.S.197), Tax Certificates will be sold for unpaid delinquent mas gastos de publicaci6n y cargos adicionales. 'En conformidad Real Property taxes on or before June 1 and Tax Warrants will be con la ley del estado (F.S. 197), un certificado de impuestos sera issued on delinquent Tangible Personal Property. vendido sobre los impuestos de bienes raices morosos en /o antes del 1 ro de Junio y una Orden judicial pudiera ser emitida en 10, s State law provides the following schedule impuestos mobiliarios morosos. of eariy payment dlscou: La Wy del estado provee los siguientes descuentos 4% if paid in November 21 1 /o if paid in January en la Casa de Impuestow. 3% if paid in December I% if paid in February 4 %si es pagado en Noviembre 2%si es pagado en Enero 3% si es pagado en Didembre 1 0 /o si es pagado en Febrero IMPORTANT: The information herein does not necessarily contain all pertinent facts with regards to real estate closings and other IMPORIAN1E: La informad6n en este documento puede no contener similar activities. todos los datos concemientes a un cierre de compra de bienes raices u otras activvidades similares. This notice is sent to you as information only so that you will Este aviso se le envia solamentepara que usted este informado be advised of the assessed valuation, amount of tax and other sobre el valor de la tasadan de su propiedad la cantidad de impuestos pertinent information. a pagar y otras informaci6nes pertinentes. DO NOT RETURN THIS FORM NO DEVUELVA ESTE FORMULARIO TO THE TAX COLLECTOR A LA OFICINA THIS IS NOT A BILL, DEL RECAUDARDOR DE IMPUESTOS. DO NOT PAY ESTO NO ES UNA FACTURA, NO PAGUE **IF A NEW DEED HAS BEEN FILED, Sl UNA NUEVA ESCRITURA HA 00 REGISTRADA, YOU MUST RE -APPLY FOR HOMESTEAD EXEMF7lt)N** USTED TIENE QUE VOLVER ASOLiCITAR POR.LA EXENCION "PROPERTY TAXES ARE DE VMENDA THE CURRENT OWNERS RESPONSIBILITY** **LOS IMPUESTOS SON LA RESPONSABILIDAD DEL DUEF40 ACTUAL"" Downtown Miami South Dade Government Center Main Office Branch office Ofiiciina Central Ofiicina Sucursal del sur 140 West Flagler Street I st Floor 10710 S.W. 21 Street, Room 104 140 West Fla$ler Street, l st Floor 10710 S.W. 211 Street, Room 104 Miami, FL 33110 Miarrai, FL 33189 Miami, FL 33130 Miami, FL 33189 ` Para preguntas sabre pagos de impuestos, penalidad pot incumplimiento The MIAMI -DADS TAX COLLECTOR'S OFFICE should be contacted de pago, vents de certificado de impuestos a information acerca for questions concerning; payment of taxes, penalties for non - payment, de pagos hechos por su compafiia hipotecaria, comuniquese con tax certificate sale, and mortgage company escrow information. la OFICINA DEL RECAUDADOR DE IMPUESTOS DEL CONDADO MIAMI -DADE. For Tax Collector information call: 305 -468 -5794 or visit ourwebsite www miamidade gov %proptax Para information del recaudador de impuestos llame; 305 -468 -5794 o visite nuestrowebsite www.miamidade.gov/p,roptax The PROPERTY APPRAISER'S OFFICE should be contacted for Para preguntas sobretasad6n de propiedad, exendones, description questions concerning propefty assessments, exemptions, legal legal, corregirel Hombre del cluefio y cambia de d &eca6n, comuniquese descriptions, to correct owner's name and address changes, con la QFICINA DEL TASADOR DE PROPIEDAD. For Property Appraiser information call: 305- 468 -5900 or visit their Para informaci6n del tasador de propiedad (lame. 305 -468 -5900 website www.miami - dadefl.us /pa o visite su website www.miami-dadeAus/pa 107_SP -1..1 10/03 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 s✓ Inspection Date: 10/1812007 Permit Type: Residential Construction Inspector. Grande, Claudio Inspection Type: Columns Owner: TERRY, JOHN Work Classification: Addition Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)754 -2361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor: PRIORITY CONSTRUCTION MANAGEM INC Phone: 786- 299 -2776 Buliding Department Comments NEW MASTER BEDROOM AND BATHROOM vo f L L® /r__ Inspector Comments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid Wednesday, October 17, 2007 Page 1 of 2 1,@ Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL �$ Phone: (305)795 -2204 Fax: (305)756 -8972 .:. : ..:..:.....:.....; ..:.:::...........:: . i.i�at: .•:. ...:....:::. Inspection Date: 10/18/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Tie Beam Owner: TERRY, JOHN Work Classification: Addition Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)754 -2361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor: PRIORITY CONSTRUCTION MANAGEM INC Phone: 786- 299 -2776 Building Department Comments NEW MASTER BEDROOM AND BATHROOM Q J L� Inspector Comments Passed CREATED AS REINSPECTION FOR INSP 5099. Plans call for #3 ties at comers and ends to be 4 @ 12 ". not done. Cells and column bottom are full of dirt and mortar, clean out for Failed El inspection. 10/15/07 CG Correction Needed Re- Inspection Fee ($75 No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, October 17, 2007 Page 1 of 2 . ....I •Y•- . • •• ..• • � •• •4:.:::.:::. ::. ::: :�:::��:•�::: :::::::'{::::::::::-:: n:: :':- : :':!i::i :: ::!:: :i: :ii::::: iii::: :ii: ''.': ::. :•• • •i iv::: Miami Shore - s Vllla a .... 1 0050 N.E. 2nd Ave nue ��' ' >'�� :�� >� > � f � Miami Sh ores FL 33138 -00 ...iii:i::::i:::::•:::.:::: >::: ..ce g Phone: (3 05)795 r 05 795 22 04 n n+ e O � Exp iration: f ........ . "I12 Project Address Parcel Number Applicant ---- .......... . .... ................................................ .-- ....- ...........--•-- ._- _...... ......... . -• °---•• ..- -- ° . .- .................................... 29 NW 96 Street 1131010330430 JOHN TERRY Miami Shores Village, FL Block: Lot: t?W!?g�,ltlf4Rhatip{I v ....... Address ..... - -.. Phone CeII JOHN TERRY 29 NW 96 ST (305)754 -2361 MIAMI SHORES FL 33150 -1713 ........................................................ ............................... Contractor(s) Phone Cell Phone Valuation: $ 2,000.00 ATLAS PLUMBING INC 305/431 -9851 ....................................................................................................................................... ............................... Total Sq Feet: 3325 Type of Work: ADDITION Available Inspections: Type of Piping: Inspection Type: Additional Info: PLUMBING Final Bond Return: Re Pipe Classification: Residential Underground Rough Heater Lavatory Water Service Top Out Water Main Main Drain Fees Due Amount Total Amt Paid Amt Due CCF $1.20 ...,....- Education Surcharge $0.40 $ 0.00 $ 0.00 $ O.0d Permit Fee - Additions/Alterations $180.00 Scanning Fee $3.00 Payment Type: Technology Fee $4.50 Total: $189.10 12 PAI® 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 February 12, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Tuesday, February 12, 2008 1 ADDENDUM TO BUILDING PERMIT APPLICATION (AN A£PLICATION•FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM UNIT FEE ITEM LNIIT FEE ITEM UNIT FEE BATH TLB SWITCH OUTLETS SPACE HEATERS BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WINO) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR MAIN SERVICE REPAIRA&M CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GRDtI!'A TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASTER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTCRS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SIJPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS 'HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS CMItiERCIAL WATER SERVICE SIGN TLBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4• TILEAES. VIOLATION PUMP & ABAND N SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER' FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM. GAS RANGE METER SET (GAS) GAS PIPINL @t Inspection Worksheet Miami Shores e Villa g �rtae cGm :I 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -89%2 Inspection Date: 02/20/2008 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Underground Rough Owner: TERRY, JOHN Work Classification Addition /Alteration Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)754 -2361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor: ATLAS PLUMBING INC Phone: 305/431 -9851 Building Department Comments PLUMBING FOR NEW MASTER BEDROOM AND BATHROOM FEB l 200 I e for Comments Passed 1 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, February 19, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL -mom, �hM iR6� I do Phone: (305)795 -2204 Fax: (305)756 -8972 �.: Inspection Date: 03/18/2008 Permit Type: Plumbing - Residential Inspector: Levrock, .lames Inspection Type: Top Out Owner: TERRY, JOHN Work Classification: Addition /Alteration Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)754 -2361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor: ATLAS PLUMBING INC Phone: 305/431 -9851 Building Department Comments PLUMBING FOR NEW MASTER BEDROOM AND BATHROOM IUO �d v 0.,0 V 2 J Inspector Comments Passed El Failed e Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, March 17, 2008 Page 2 of 2 Inspection Worksheet ,,. Miami Shores Village _ 10050 N.E. 2nd Avenue Miami Shores, FL as W 4 1 Phone: (305)795 -2204 Fax: (305)756 -8972 y On DOOR OR AM Inspection Date: 0311812008 Permit Type: Plumbing - Residential Inspector. Levrock, James Inspection Type: Plumbing Owner: TERRY, JOHN Work Classification: Addition /Alteration Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)754 -2361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor: ATLAS PLUMBING INC Phone: 3051431 -9851 BuIlding Department Comments PLUMBING FOR NEW MASTER BEDROOM AND BATHROOM Inspector Comments Passed ❑ CONNECTION TO SEWER LINE cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, March 17, 2008 Page 2 of 2 4a ; " Inspection Workshe Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Cro<us� ! Phone: (305)795 -2204 Fax: (305)756 -8972 >:... €ze.urlE :. :.::. ..... ............................... ...:::' ::::.::...................................:.:.::::::::......:::::::::::::::::::::.::::::::::::: ::::::::::::::::::::::::::... ......iR.... Inspection Date: 03/19/2008 Permit Type: Plumbing - Residential Inspector: Levrock, .lames Inspection Type: Top Out Owner: TERRY, JOHN Work Classification: Addition /Alteration Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)754 -2361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor: ATLAS PLUMBING INC Phone: 305/431 -9851 Building Department Comments PLUMBING FOR NEW MASTER BEDROOM AND BATHROOM MAR 2 0 2000 1 tector Comme nts Passed n to sewer line Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, March 18, 2008 Page 2 of 2 dr - 'J Veia ed t 10 Ede tE n4a M ti}ilbpe FI P4 . .................. - .............................................. -------------------- Q C e 4. be 1 4111 e € �?' [4Fffi7.t i.tY�'.°SF s . �.- .. 3�' v_ mxsEttB9tlae'�iat1B1Effid�:3am'�7 H[t.IIaalz �an✓Brtt'ti�ds %n Axt �"` a ^ L�,.._�atrti Scheduled Inspection Date: March 13, 2W! Peiniit T ypo, = o fl- NioirniAng _ Rz!esidential Inspector: Levrock, James ire ,sr[. f,ec ion Type..:o Piping Owner: TERRY ' JOHN Job Address: 29 NW 96 Street Miami Shores, F ry �r1�f1i" i' "�li ` i3 " h.o�q�� Project: <NONE> -.- Contractor: ATLAS PLUMBING IN C r, U: 3 61 Building Department Comme 1 i a Ins A ai . rit ti Passed Failed 7:1 i Correction (- Needed Re- inspection ' Fee r i No Additional Inspections can be scheduled until re- inspection fee is paid. March 12, 2009 1- "!, 1? 12 of °.9 Miami Shores Village uA-;. Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING a, Permit No.` L '" I — 06- — Z �o PERMIT APPLICATION AN a Permit No. f,QDG� =Z5 FBC 2001 Permit Type (circle): Building Electrical c ' g Mechanical Roofing Owner's Name (Fee Simple Titleholder) 7.eaj Phone # Owner's Address a • tad �'<p $ Ci p 'Y!� ty W, t pr��l. Ss State zi Tenant/I.essee Name Phone # Job Address (where the work is being done) ' L c t w C 2 1, s City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name 4 744.s PLUl !sd . AP Phone # 30s S70 g I a C) Contractor's Address ' 6 2a? A( -V GCJ 1 .4 8 City State Zip w 1 5- 1 7 z Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permi i- 67 ' ©o Square Footage Of Work: Type of Work: tion ❑Alteration ❑New ❑ Repair/Replace ❑Demolition Describe Work: L / /Yl 13 ! !`.l Submittal Fee $ Permit Fee $ ® 4 CCF $ 0 CO /CC Notary $ Training/Education Fee $ . Wy Technology Fee $ Scanning $ ?2 Radon $ Zonin Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ jbq 10 (Continued on opposite side) I Bonding Company's Name (if applicable) Bonding Company's Address c 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. u "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, I CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance o a building permit with an estimated value exceeding .f gP ding $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 cergried 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 ontractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledg d before me this day of , 20 by J day of 20 �S by ( Vii✓ �- 'S�1%� who is personally known to me or who has produced who is pe pally known o me or who has produced _ As identification and who did take an oath. \ as identification and w 'd take an oath. NOTARY PUBLIC: NOTARY PUBLIC- Sign: Sign: Print: Print: My Commission Expires: My Commission Y Poa OFRCKL Ysuu• �� EI- ISaeen+a�vao DD118514 9 � F �F FL��`O MYCOMMISSIONp(p� g JUNE 15 2008 APPLICATION APPROVED BY: Plans Examiner *` Engineer chc 05/13/03 Zoning p Z) .................................... ............................... __ o . ... s e. Miami Shores e � Villa �s 9 �I))'�t...... Miami Shores FL 331 � >� >'::., •<;;: � �::» ��> »� �' � • ::::::::::::: >::z<<::::::::_ »» >:=>::;::::: s:::>::>::::::::<::>««::::.»>::>:::::::>::: :<::«::::: >:::: >:: »_<: ><::<:::: 38-0000 :>::>:< � 1005 0 N.E. 2nd A venue .; �: �:::::::.; ;...:::.::.;•.;:;::. . • . ... - • • '::ice ... •:.... � '� •� � Phone: 305 795 - � 2204 r o � n p 2 �9 Project Address Parcel Number Applicant 29 9 Street 1131010330430 JOHN TERRY Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JOHN TERRY 29 NW 96 ST (305)754 -2361 MIAMI SHORES FL 33150 -1713 Contractor(s) Phone Cell Phone '; Valuation: $ 4 ,5QQ.Q0 LIGHTGATE INC 305 -554 -4820 ............. -- ............. ........................................................................ Total Sq Feet: 0 :. Type of Work: ADDITION Available Inspections: Additional Info: Inspection Type: Classification: Residential Underground Rough Underground Rough Final Meter Box Alteration Relocation Fire Alarm Service Change W. W. Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $ 3.00 EL -11- 06-26644 $ 168.44 $ 168.44 Education Surcharge $1.00 $ Q Permit Fee - Additions/Alterations $157.50 Check #:1238 Revision Fee $ 75 . 00 EL - 09 $ 78.00 $ 78.00 $ Q,Qo Scanning Fee $3.00 Scanning Fee $300 Check #:1325 Technology Fee $3,94 Total: $246.44 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. March 18, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy March 18, 2009 1 " gyp. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING REMOVED Permit No. PERMIT APPLICATION Master Permit No. ®s FBC 20 Permit Type: ELECTRICAL f Owner's Name (Fee Simple Titleholder) Phone # Owner's Address 2 d l et) S = �j p City �1 ,, y I7? State Zip O Tenantd,essee Name Phone # Email Job Address (where the work is being done) ! 9�9 Al&[1 94 '.5 City _ _ Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name - Phone # Contractor's Address /dl of / /0 7 a2 City State :7 Zip .�$1 Qualifier Name :iEyi Gf_Ge_YD P hone # s�Na State Certificate or Registration No. G &00.0/, Certificate of Competency No. Contact Pho E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Pe 't Sd®. Square / Linear Footage Of Work: Type of Work: Addition [ Iteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: LA-t_ n h� CPivcL v C -� ` Submittal Fee s $ Permit Fee $ � ' '' � � ' � CO /CC Notary $ Tr Fee $ Technology Fee $ Scanning I, I'd) Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Q Structural Review. $ 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 Lenders Address ` • : _ , City State d < Zip Application is hereby made to obtain a permit to do tbe` -W6rls acid anstalfaiioAhi as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature. Owner or A ent Con actor The foregoing instrument was acknowledged before me this S` The foregoing instrument was acknowledged before me this '6V day of , 20 01, by —T-o4& le r Ll day of , 2 , by , who is personally known to me or who has produced J�r;►ers who is personally known to me or who has produced As identification and who did take an oath. c as identification and who did take an oath. NOTARY PUBLIC: NOTARY L : a Sign: Sign: /� Print: k N \C 9 \O �2o ? Print: - � d91s r'rio?" My Commissio C4 • �.�p \PE N mH pubUG My Commission des: WIS FERNA► EZ eo n � R ` MY COMMISSION # DD 832441 %...... * EXPIRES: November 7, 2012 W 14k v- BWedThmBud9dKoaN�A APPLICATION APPROVED BY laps Examiner Zoning Engineer Clerk checked (Revised (Y7 /10/07) Miami Shores Village a � Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING` Permit No. PERMIT APPLICATIQN ast r Permit No. — 1 —CDC — r FBC 2001 Permit Type (circle): Building Electrical g Mechahical Roofmg Owner's Name (Fee Simple Titleholder) Y CAV Phone # Owner's Address _� �,�`✓" S tate , C4 . Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Villaee _ County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name `4(� Phone # Contractor's Address City A66A�e _ State /C7/ Zip e � e l �_y Qualifier / � � �� v6-. 4 0 State Certificate or Registration No ,�_ / ,3020 Certificate of Competency No. 4� �Apk Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit r� m �� Square Footage Of Work: Type of Work: Addition []Alteration ONew El Repair/Replace ❑ Demolition k: P Describe Wor Submittal Fee $ Permit Fee $ CCF $ �J - CO /CC Notary $ Training/Education Fee $ 1 .C Technology Fee $ Scanning $ Radon $ Zonin Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ Aq (Continued on opposite 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 securdd 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 certied 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 thi day of , 20 _, by day of D 20 by §C,( L4 y1 f who is personally known to me or who has produced who is pe rsonally known to m e or who has produced As identification and who did take an oath y1 V ':;"- as identification and who 'd take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: / OFRC ® t.. My Commission Expires: MY Commission r * COMMISSION NUMBER ,u�rt,u�r,� ,t�r,� *f�r� �r �r,�a�ar�raESt,rakar� �rar attt�r�rt *�ax�r�r�r,��r�ra�,�t>ti �r�r,t , ��r *aE,t *tfa�,t *ar *,xttt ter ; t OD118514 OF F JUNE 15,2006 APPLICATION APPROVED BY: C Plans Examiner ►` b Engineer Chc 05/13 /03 Zoning i permit No BL y �►as q Miami Shores Village yp� ' etTt81 : R�Ilte� art : 10050 N.E. 2nd Avenue Work Classi atfon. dit1®nl lterati ft Miami Shores, FL 33138-0000 y' Phone: (305)795 -2204 4�errf Stalls : Ali F'Ifl�D rmate 1'II1412009 Expiration: 05/13/2 Project Address Parcel Numbe Applicant 29 NW 96 Street 1131010330430 JOHN TERRY Miami Shores Village, FL Block: Lot: Owner' nformadon A ddress Phone _ Cell i 29 NW 96 ST JOHN TERRY MIAMI SHORES FL 33150 -1713 (305)754 -2361 Contractor(s) Phone Cell Phone [ Valuation- $ 4,500.00 AABAA ELETRICAL SERVICES CORP 305 -620 -7864 Total Sq Feet: Type of Work: ADDITION Available Inspections Additional Info: Inspection Type: Classification: Residential Underground Rough Fire Alarm Final Meter Box Service Change Relocation Alteration W. W i I ; i Fees Due Amount Total Amt Paid Amt Due CCF $3.00 Educatir.;t Surcharge $1.00 $ 168.44 $ 168.44 $ 0. 00 Permit Fee - Additions/Alterations $157.50 Scanning Fee $3.00 Payment Type: Check / Number: 1238 Technology Fee $3.94 Total: $168.44 ±_ PAI In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compli.ince with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in com:iliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated INover nber 14, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Friday, November 14, 2008 1 Permit No. EL" 146 1:.:: Miami Shores Village r Pefm'* ?)ry e: Fl cal » Resl »t Il 10050 N.E. 2nd Avenue desswaam AtdltlttAtt>tTrr±w : Miami Shores, FL 33138 -0000 Prni# aftrs °�oltYY Phone: (305)795 -2204. F LOR` a der � 4 Expiration: 0511312 0 Project Address Parcel Numbe Applicant 29 NW 96 Street 1131010330430 JOHN TERRY Miami Shores Village, FL Block: Lot: f Owner Information Address _ Phone _._.._., - ..._- __...._ ..Cell JOHN TERRY 29 NW 96 ST (305)754-2361 MIAMI SHORES FL 33150 -1713 Contractor(s) Phone Cell Phone ' l -$ 4, 500.0 0 Valuation: AABAA ELETRICAL SERVICES CORP 305 - 620 -7864 I _ r Total Sq Feet: 0 a w.r`t..e.:"..., ..,r «kl . a v3Y,.r „t - .; tl< w. ;.•ubi r' '" Type of Work: ADDITION Available Inspections: Additiondl Info: Inspection Type: Classification: Residential r Underground Rough T & ''' A { rpF �9 Fire Alarm 4. Final 08 w , ,y , M� Muter Box Sa Change C' Relocation f, Alterat.on l o w L. VV. W� Fees Due Amount Total Am t P aid Amt Due a CCF $3.00 Education Surcharge $1.00 $ 168.44 $ 168.44 $ 0.00 Permit Fee - Additions/Alterations $157.50 Scanning Fee $3.00 Payment Type: Check / Number: 1238 Technology Fee $3.94 Total: $168.44 PAID Applicant Copy For Inspections, Call (305) 735-2204. Requests must be received by 3 pm for following day in: apectlons. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONP - PERMITS REQUIRED FROM OTHER additior31 restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES f.+UCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, C t FECER,41- AGENCIES. Friday, November 14, 2008 2 A Inspection Worksheet . OV" Miami Shores Village 1 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ------------------------------------------------- — --- - ---------------------------------------------------------------------- ------------- ----------------- . . . . . ............. ------- ...................................... ... . . ................................................................. ..................................................................... .............. ........ .... ........................... ............ .................................................... ............... . ................................................ .............................................................................. Scheduled Inspection Date: March 27, 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Rough Owner: TERRY, JOHN Work Classification: Addition/Alteration Job Address: 29 NW 96 Street Miami Shores, FL Phone Number (305)754-2361 Project: <NONE> Parcel Number — 1131010330430 Contractor: LIGHTGATE INC Phone: 305-5544820 Building Department Comments Inspector Comments Passed Failed �✓ ��G�� Correction Needed ❑ /% Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. 7 lll/// March 26, 2009 Page 14 of 17 af ,yeses Miami Shores Village 10050 N.E. 2nd Avenue , '•" Miami Shores, FL 33138 -0000 1perm Phone: (305)795 -2204 , IBS At - E.. w : Expiration: 07/04/2009 Project Address Parcel Number Applicant 29 NW 96 Street 1131010330430 Miami Shores Village, FL Block: Lot: JOHN TERRY Owner Information Address Phone cell JOHN TERRY 29 NW 96 ST (305)754 -2361 MIAMI SHORES FL 33150 -1713 Contractor(s) Phone Cell Phone Valuation: � $ 5, 000.00 C&R AIR CONDITIONING CO 305 - 685 -6394 (954)680 -4494 Total Sq Feet: p " Tons: 1.5 Available Inspections: Additional Info: SPLIT SYSTEM Inspection Type: Classification: Residential ventilation Approved: In Review Final Comments: Date Approved:: In Review Rough Date Denied: Type of Work: Hood Rough Duct Smoke Test Smoke Dot Test Fees Due Amount Total Amt Paid Amt Due CCF $3.00 Education Surcharge $1.00 $ 0.00 $ 0.00 $ 0 00 Permit Fee - Additions/Alterations $157.50 Scanning Fee $3.00 Payment Type: Submittal Fee ($50.00) Technology Fee $3.94 Total: $118.44 lyr 0 5 5" 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. January 05, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Monday, January 5, 2009 1 ADDENDUM TO BUILDING PERMIT APPLICATION (AN A£PLICA'fION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED; THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TUB SWITCH OUTLETS fo SPACE HEATERS BIDET LIGHT OUTLETS 7 CENTRAL HEATING ©ISHWASHER RECEPTACLES A/C (WINO) DISPOSAL, SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN A)PS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TAWS LAVATORY OVEN ABOVE (ROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COM'. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 H' ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS LRINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER- FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER MNNECT IONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXUES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA [RAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE } POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPIFr t Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING R Permit No. PERMIT APPLICATIO Master Permit No. f1 b FBC 2004 Permit Type Mechanical Owner's Name (Fee Simple Titleholder) Phone # g '� d t{ Owner's Address N g6ST City c , State Zip Tenant/Lessee Name Phone # * 796 •� �• / LI E -MAIL: 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 G. $ R /7 r C ®h J. C o Phone # 2 OS6 tS 6 3 9 u Contractor's Address 6 ® - L 1 6-7 4 T c . L, City ULe;Wriu►- State Zip O Qualifier Name Q ®b-e -' t 6mr y:! Phone # State Certificate or Registration No. C—AC 02 � 41 i-f Certificate of Competency No. _O Lf r 90 2 • 3 E -MAIL: Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ A; ®o . Square / Linear Footage Of Work: r -, 4 - Type of Work: /Addition ❑A teration 4ew ❑.. Repair /Replace ❑ Demolition - 'bescribe Work: #V\ r�- �i C�J _ Fees Submittal Fee $ Permit Fee $ 51 ► 0 D CCF $ CO /CC - :n !Votary $ Training /Education Fee $ Technology Fee $ scanning $ Radon $ DPBR $ Zoning $ _ and $ Code Enforcement 3 Double Fee $ Structural. Review. $ Total Pee Now Due $ y See Reverse side -> C_i 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 E 2 Zip Application is hereby made to obtain a permit to do theew�b iiid nstaliiti��Er��dicated. 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.. [ understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or ent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of it) C, , 20 a b day of DeC , 20 Q, by who i ersonally known o me or who has produced who i ersonally known o me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: O �' J Print: K n t�s:rr'••. ET Z My Commission Expires: ti Commisslor , 1 OD524602 MY Commission �'i' s� Corrmtissipn DD 621880''p0 x��x�� '. .• ��x�� , r •r#r, � ,fi 0 n. ftr&v troy F&- lawns¢ kc. =M-MO I / APPLICATION APPROVED BY: E V Plans Examiner Engineer Zoning (Revised-02/08 /06) ADDENDUM TO BUILDING PERMIT APPL (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF RMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NO �a BSEQUENT APPLICATIONS.) PLUMBING ELECTRIC LAC MECHANICAL ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TUB SWITCH OUTLETS SPACE HEATERS BIDET LIGHT OUTLETS CENTRAL HEATING DIS>R RECEPTACLES A/C (WIND DISrUSAI SERVICE TEMPORARY A/C ((EMS) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR GRAIN SERVICE REPAIRAIETER CFWI E REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP 1.900=010 10 TANKS LAVATORY OVEN ABOVE GUM TANKS L X MY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER IAOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 W HOT WATER BOILERS SINX, POT/3 CORP. MOTCRS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- B HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATaM/ESCALATORS TEHDOIARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WA TER CLOSET MOTORS OVER 100 W VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS !HATER —IEW INST. GENERATORS TRANSFONWM HEATER — REPLACE GENERATORS TRANSFOt&M LAWN SPRINKLER —WELL SPECIAL PURPOSE SWIMMING POOL CUTLETS COMIdERCIAL WATER SERVICE SIGN TUBES ;EWER CONNECTIONS SIGN TRANSFORMERS ITILITY —SEWER SIGN TIME CLOCK IT I L I TY —WATER F 1 XTI,RES 7EPTIC TANK ANTENNA ELAY TELEVISION OUTLETS RAINFIELD� 4 TILE/RES. VIOLATION UMP & ABANDON SEPTIC TANK REINSPECTION OAKAGE PIT CU. FT. ATCH BASIN ISCHARGE WELL OMESTIC WELL i REA GRAIN OOF INLET OLAR WATER HEATER IRE STANDPIPE 30L PIPING AWN SPRINKLER SYSTEM RS RANG , -TER SET (GAS) LS PIPING < > C &R C &R Air Conditioning Co. C &R 6073 NW 167` Street Suite C4 Miami Gardens, FL 330154330 DADE :305- 685 -6394 BROWARD: 954- 680 -4494 CUSTOMER 1 PHONE DATE DATE HOME C2 C S /Q - z e --^ ce ADDRESS NW WO RK ❑ UNDER CONSTRUCTION CITY /,�' / t� /L9i S f 1 r & ",,U CELL E] EXISTING STRUCTURE We hereby propose to: Fumish, install and service ► t ' h ' e equipment and materials 4s6ed below with the conditions and specifications detailed below. 'NEW EQUIPMENT System #1 $ � 11,91. System #2 $ 3$ Rebate/s 1= - PL - ° p � q � , a M7 Your Investment Manufacturer Condensing Unit Model # cy ✓ C •Air Handler Model # Package Unit Model # Heating KW Btuh S.E.E.R Warranties . t Labor Yr. Parts Yr. Labor Yr. Parts Yr. Labor Yr. Parts fir. Compressor Yrs. Compressor Yrs. Compressor Yrs. MISCELLANEOUS ❑ Condensing Unit Stand Air Handler Stand / NC t, VJ Float Switch / NG t. Ref. Line cover) nIG t,. Co densate ne PU'M ill Drain Pan Ref. lines N L R. ❑ Fii Dampers. Concrete Slab / NG L. [� Thermostat S D PD ❑Aux Auxiliary ® .�— !N C 1. ❑ Other 1 11111 rMIMM V *11 ❑ Package Unit Changeout. ❑ Existing Reconnection ❑ Reconnect to Existing System ❑ New Electric ❑• �,�NCt- -' coi'P��, At1cY�c1o�.1L . ®W,rZ, Nc, E'N�I�J ro,c. /"�.;�r /r �'� �(.1.>NG•� A qualified air conditioning expert will start and test the system and explain Its operation. This proposal is good for a two week period from date of proposal and at, that time is subject to review. Title to the system shall remain in us until all sums due us have been fully paid. In the event the purchaser fails to comply with any of the requirements of this contract and such default results in litigation, the Purchaser agrees to pay reasonable attorney's fees and all court costs and expenses Incident to such litigation. Delinquent payments shall bear 1.5% per month interest from due date until paid. All work is to be performed during our regular work hours unless otherwise specified. This contract contains all agreements. Neither party shall be bound by any representation, warranties nor agreements, oral nor written not herein contained. This proposal shall become a contract when accepted by you and approved in writing by our duly authorized corporate officer. We agree to furnish and install the above described labor and materials on the terms indicated below for System# TOTAL INVESTMENT $ L- I fD . C O 50% DEPOSIT $ FPUrDEALER REBATE $ - 50% DUE WHEN ®t5 READY TO OPERATE $ YOUR INVESTMENT $ T' PERMIT FEE NOT INCLUI).EDJ 4' . �3 •ia PURCHASER DATE REPRESENTATIVE ^,� � • j, VALID FOR 2 WEEKS JOB NOTES £ FORM 60OA -2004R EnergyGauge® 4.5.2 FLORIDA' : '.''EFFICIENCY CODE FOR B'�L#'IIG CONSTRUCTION Florida Department of Community Affairs ' Residential Whole Building Performance Method A Project Name: Terry Residence Builder: TBD Address: 29 NW 96 st. �� mitting Office: Miami Shores City, State: Miami Shores, FL 33135- P mit Number: Owner: Terry Ju 'sdiction Number: 232600 Climate Zone: South zW 1. New construction or existing — Ming systems 2. Single family or multi- family Single family — a. Central Unit Cap: 18.0 kBtu/hr — 3. Number ef• nits, if multi - family I — SEER: 14.00 — • 4► Number eABedrooms • • I b. N/A • -1 Is giit&*@,rr t case? • • i No — — • • •9. Condftlbtietl floor area �ffll � 359 ft — c. N/A — • • 7. Glass type I and area. f k*e*egd, by 13- 104.4.5 if not default) — • • • • • a. U- f1gJgri • : 0 00 0 0 0 Description Area 13. Heating systems • • • • • (or Single dt Double •B+) OWMT) 7 a(Sngle Default) 65.0 ft — a. Electric Strip Cap: 17.0 kBtu/hr • • • • b. SH • yC• • • 6 6600 0 COP: 1.00 — • • (OCleaeor Tint DE €AMT) 7b. (Clear) 65.0 ft2 — b. N/A — • $. Floor types • 0:0 • • — • a. Slalk"i Edgt fdM ttfon R =2.6, 100.5(p) ft — a N/A — • • b. NIA • • • • • • • • • • • c. N/A . • .. ; • • _ 14. Hot water systems 9. Walllypes • a. N/A — a. Concrete, Int Insul, Exterior R =7.6, 259.0 ft — — b. Concrete, Int Insul, Exterior R =7.6, 158.0 ft — b. N/A — c. Concrete, Int Insul, Exterior R =7.6, 171.0 ft d. NIA — c. Conservation credits — e. N/A — (HR -Heat recovery, Solar 10. Ceiling types — DHP- Dedicated heat pump) a. Under Attic R =30.0, 359.0 ft 15. HVAC credits PT, — b. N/A — (CF- Ceiling fan, CV -Cross ventilation, c. N/A _ HF -Whole house fan, 11. Ducts — PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 10.0 ft MZ- C- Multizone cooling, b. N/A — MZ-H- Multizone heating) Glass /Floor Area: 0.18 Total as -built points: 3116 PASS Total base points: 3432 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this zliso Code. calculation indicates compliance PREPARED BY: f�'rrg)vz with the Florida Energy Cod uu M £.,,, DATE b ce-m 8 Before construction is completed this building will be inspected for a 1 hereby certify that this building, as designed, is in compliance compliance with Section 553.908 with the Florida Energy Code. Florida Statutes. WE rg. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer 8 Winter Glass output on pages 284. EnergyGauge@ (Version: FLRCSB v4.5.2) I FORM 60OA -2004R EnergyGaugeO 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 29 NW 96 st., Miami Shores, FL, 33135- PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 • • •359.0 30.53 1973.0 1.Single, Clear N 10.0 8.6 33.0 36.46 0.70 836.0 • • • • • • • • 2.Single, Clear E 10.0 8.6 32.0 78.71 0.49 1235.0 • • • • • • • • • • As -Built Total: 65.0 2071.0 •• • • • WALL„ TYPE''$ Atea•X BSPM = Points Type R -Value Area X SPM = Points sea see gkdjacerR • • • 040 • 0.00 0.0 1. Concrete, Int Insul, Exterior 7.6 259.0 1.52 392.6 .Exterior* • fk" . ' 2.70 1587.6 2. Concrete, Int Insul, Exterior 7.6 158.0 1.52 239.8 • • • • • • • • • • 3. Concrete, Int Insul, Exterior 7.6 171.0 1.52 259.2 ' : so 19aas TOM- • SIM"? • 1587.6 As -Built Total: 588.0 891.6 0600 S Area X BSPM = Points Type Area X SPM = Points vooq V.P� Adjacent 0.0 0.00 0.0 1.Exterior Insulated 42.0 6.40 268.8 Exterior 63.0 6.40 403.2 12.Exterior Wood 21.0 9.40 197.4 Base Total: 63.0 403.2 As -Built Total: 63.0 466.2 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 359.0 2.80 1005.2 1. Under Attic 30.0 359.0 2.77 X 1.00 994.4 Base Total: 359.0 1005.2 As -Built Total: 359.0 994.4 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 100.5(p) -20.0 - 2010.0 1. Slab -On -Grade Edge Insulation 2.6 100.5(p -17.78 - 1787.0 Raised 0.0 0.00 0.0 Base Total: - 2010.0 As -Built Total: 100.5 4787.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 359.0 18.79 6745.6 359.0 18.79 6745.6 Summer Base Points: 9704.6 Summer As -Built Points: 9381.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 18000btuh ,SEER/EFF(14.0) Ducts :Unc(S),Con(R),Int(AH),R6.0(WS) 9382 1.00 (1.07 x 1.165 x 0.90) 0.244 0.950 2428.7 9704.6 0.3250 3154.0 9381.9 1.00 1.119 0.244 0.950 2428.7 EnergyGaugeTm DCA Form 60OA -2004R EnergyGaugeOlFlaRES'2004R FLRCSB v4.5.2 FORM 60OA -2004R EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 29 NW 96 at., Miami Shores, FL, 33135- PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X WPM X WOF =Point .18 • ••359.0 3.60 233.0 1.Single, Clear N 10.0 8.6 33.0 6.03 0.96 191.0 • • • • • • • • • • • Mingle, Clear E 10.0 8.6 32.0 4.77 1.13 172.0 • • • • • • 0996 • • As -Built Total: 65.0 363.0 • ••••• • • • • 'WALI, Iyp Area ,Y. BWPM = Points Type R -Value Area X WPM = Points • • •: .Adjacest• • • X1.4 • 0.00 0.0 1. Concrete, Int Insul, Exterior 7.6 259.0 0.66 170.4 • •Exterior- • • • 9RA4. • 0.60 352.8 2. Concrete, Int Insul, Exterior 7.6 158.0 0.66 104.1 • • • 0 • 080000 3. Concrete, Int Insul, Exterior 7.6 171.0 0.66 112.5 • • • - T� t - • • .p • 352.8 As -Built Total: 588.0 387.0 • • • *DOOR TYPES Apia A BWPM = Points Type Area X WPM = Points ..0e Adjacent 0.0 0.00 0.0 iI.Extedor Insulated 42.0 1.80 75.6 Exterior 63.0 1.80 113.4 2.Exterior Wood 21.0 2.80 58.8 Base Total: 63.0 113.4 As -Built Total: 63.0 134.4 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 359.0 0.10 35.9 1. Under Attic 30.0 359.0 0.10 X 1.00 35.9 Base Total: 359.0 35.9 As -Built Total: 359.0 35.9 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 100.5(p) -2.1 -211.0 1. Slab -On -Grade Edge Insulation 2.6 100.5(p -2.53 -253.9 Raised 0.0 0.00 0.0 Bass Total: '-211.0 As -Built Total: 100.5 -253.9 INFILTRATION Area X BWPM = Points Area X WPM = Points 359.0 -0.06 -21.5 359.0 -0.06 -21.5 Winter Base Points: 502.5 Winter As -Built Points: 644.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Strip 17000 btuh ,EFF(1.0) Ducts :Unc(S),Con(R),Int(AH),R6.0 644.9 1.000 (1.085 x 1.137 x 0.91) 1.000 0.950 687.7 502.5 0.5540 278.4 644.9 1.00 1.123 1.000 0.950 687.7 EnergyGaugeTm DCA Form 60OA -2004R EnergyGauge®/RaRES'2004R FLRCSB v4.5.2 • FORM 60OA -2004R EnergyGauge® 4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 29 NW 96 st., Miami Shores, FL, 33135- PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier ..F. 00 . 2273.00 0.0 1 1.00 2273.00 1.00 2273.0 • • • •• • •. ' "' • • • • • • • i As -Built Total: 0.0 0000 • • • • • 0000•• 0000 • •• •• CODE COMPLIANCE STATUS .•• . . . ...... ••• • •• •• •••• S oso : ' . ' .j+�$E AS -BUILT soises .... •. CooRrag'.} Hgatigg + Hot Water = Total Cooling + Heating + Hot Water = Total •: • • Points PQihts ; Points Points Points Points Points Points 0.000. 3154 278 0 3432 2429 688 0 3116 PASS �ags r � caD wal . EnergyGaugeTTM DCA Form 60OA -2004R EnergyGaugeO/FIaRES'200411 FLRCSB v4.5.2 FORM 60OA -2004R EnergyGauge® 4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 29 NW 96 st., Miami Shores, FL, 33135- PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION ' REQUIREMENTS FOR EACH PRACTICE CHE K Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends • • • from and is sealed to the foundation to the top plate. • • • • Floors ; . • §06.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. :Vee �" • • EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed • ' ' to the rimeter penetrations and seams. *goe Ceilings L6.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, • • • • • : • �. soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; 0 00 : 0 1 • 0 0 0 attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is • • • • • • installed that is sealed at the perimeter, at penetrations and seams. V s e e RecessedpUghting FixjpYW. jj06.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a . • • •. .. . . •; sealed box with i/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from • • : conditioned spa tested. • • • • • Multi Hotoses • 106.1.ABC.1.2.5 Air barrier on perimeter of floor c between floors. JAdditijriW regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHEC Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker electric or cutoff as must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal t efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 allons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically /� attached, sealed, insulated, and installed In accordance with the criteria of Section 610. 1! Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. / Common ceiling & floors R -11. EnergyGaugeTm DCA Form 60OA -2004R EnergyGauge@ /FlaRES'2004R FLRCSB v4.5.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 90.4 The higher the score, the more efficient the home. Terry, 29 NW 96 st., Miami Shores, FL, 33135- 1. New construction or existing Addition — 12. Cooling systems 2. Single family or multi- family Single family — a. Central Unit Cap: 18.0 kBtu/hr _ 3. Nuptir"units, if multi- family I — SEER: 14.00 — i • • • • �. Nunlber dF Bedroo :ts • • • 1 — b. N/A — ' S. Is tj i%QaVgpt case? • • No Condilldribd floor a=ea4ft 359 ft _ c. N/A _ •' 7. Glass type I and ar&P(4 >!l M reqd. by 13- 104.4.5 if not default) _ • • • • • • a U- &W;p;r• i .*% Description Area 13. Heating systems • ";" (or Single tir D o u b l e DEFAULT) 7a(Sngle D e f a u l t ) 65.0 f t 2 — a. Electric Strip Cap: 17.0 kBtu/hr — ••••• b. S t m . •••• COP: 1.00 — • • • •: (or Cleat' or Tint DLPAVLT) 7b. (Clear) 65.0 ft — b. N/A 0 8. Floor — •••••• _ types Slab - &-lade Edg'eVs'ufation R =2.6, 100.5(p) ft — c. N/A • • b. N/A• • • : .0 0 • — 000000 c. N/A• • • • i ' ' — 14. Hot water systems 9. WaIT types' a. N/A — a. Concrete, Int Insul, Exterior R =7.6, 259.0 ft — — b. Concrete, Int Insul, Exterior R=7.6,158.0 ft — b. N/A — c. Concrete, Int Insul, Exterior R=7.6,171.0 ft — — d. N/A — a Conservation credits — e. N/A — (HR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R =30.0, 359.0 ft — 15. HVAC credits PT, — b. N/A — (CF- Ceiling fan, CV -Cross ventilation, c. N/A — HF -Whole house fan, 11. Ducts PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior 'Sup. R=6.0, 10.0 ft — MZ- C- Multizone cooling, b. N/A — MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building o 4 _10 S� Construction through the above energy saving features which will be installed (or exceeded) �, � o in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. ` Builder Signature: Date: a Address of New Home: City/FL Zip: coD WIV *NOTE. The home's estimated energy performance score is only available through the FLAA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487 -1824. 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on es 2 &4. EnergyGauge® (Version: FLpRCSlp3av4.5.2) BUILDING INPUT SUMMARY REPORT Title: Terry Residence Family Type: Single Address Type: Street Address �-- Owner: Terry New /Eidsting: Addition Lot #: WA V # of Units: 1 Bedrooms: 1 Subdivision: N/A 3 Builder Name: TBD Conditioned Area: 359 Platbook: N/A 0 Climate: South Total Stories: 1 Street: 29 NW 96 st. cc p„ Permit Office: Miami Shores Worst Case: No County: Miami -Dade Jurisdiction #: (blank) . Rotate Angle: (blank) City, St, Zip: Miami Shores, FL, 33135 - (j) # Floor Type R-Val Area/Perimeter Units N # Door Type Orientation Area Units IM 1 Slab -On -Grade Edge Insulation 2.6 100.5(p) it 1 1 Insulated Exterior 42.0 ft 1 O Q 2 Wood Exterior 21.011 1 J 0 U. � N # 1 1 (A ft Type R-Val Area Base Area Units # System Type Efficiency Capacity i • • • 2 1 nder Attic 30.0 359.0 IS 359.0 ft 1 Z 1 Central Unit SEER: 14.00 18.0 kBtu/hr ••1• 0 • J 0000 P 0000 • • • J • • • O •• W • 0000•• •01• v Cradlt s f+y.1{tQ►t[ers: fyohg • • • V Credit Multipliers: PT ••• • • • o • # •�� Location R-Val Area Units # System Type Efficiency Capacity 0000 • h 1 • Concr$t Block -% J gj 1 Exterior 7.6 259.0 ft 1 Z 1 Electric Strip COP: 1.00 17.0 kBtu/hr • • Concrete Block - Int nsu Exterior 7.6 158.0 ft 1 • J 3 Concrete Block -% ft Pell • Exterior 7.6 171.0 ft 1 Q •10. 04 •• • 00.110 W • • • • Credit Multipliers: PT 0000 • • e • ••010• �� # Coupon Location Ai to nler R19y L # Park Tint Ornt Area OH Length OH Hght Un v�l ng�tn 1 Single Clear N 33.0 ft 10.0 it 8.6 it 1 1 Uncond. Cond. Interior 6.0 10.0 ft 2 Single Clear E 32.0 ft 10.0 it 8.6 it 1 V Credit Multipliers: None # System Type EF Cap. Conservation Type Con. EF W Q N # Use Default? Annual Operating Cost Electric Rate 1 Yes WA WA O L L W Z_ EnergyGauge® (Version: FLRCSB v4.5.2) SYSTEM SIZING SUMMARY System: Terry Residence AC1 Block Load 3.05 Location: Miami, Florida December 19, 2008 Prepared by: Covenant Engineering Page: 1 TABLE 1. SIZING DATA COOLING Total Coil Load 14,664 BTU/hr Load Occurs June 17:00 Sensible Coil Load 11,979 BTU/hr Outdoor Db/Wb 88.5!16.6 F Total Zone Sensible 10,837 BTU/hr Coil Conditions: Supply Temperature 57.0 F Entering Db1Wb 769165.2 F Supply Air (Actual) 558 CFM Leaving Db/Wb 57.0/56.5 F Supply Air (Standard) 557 CFM Apparatus Dewpoint 56.0 F Ventilation Air 50 CFM Bypass Factor 0.050 Direct Exhaust Air 50 CFM Resulting Zone RH 53.9 % Retreat Required 0 BTU/hr Total Con Load 1.22 Ton Floor Area 359 sgft Sensible Coil Load 1.00 Ton Overall U -Value 0.334 BTU/hr /sgtUF SQFT/Ton 293.78 Vent Air 0.14 CFM/sgft Cooling 4015 BTU/hr /sgft Vent Air 25.00 CFM/Person C I TABLE 2. SIZING DATA (BEATING) Heating Coil Load 12,035 BTU/hr Heating 3352 BTU/hr /sqft Ventilation Load 1,404 BTU/hr Heating 1.55 CFM/sgft Total Zone Load 10,631 BTU/hr Floor Area 359 sqft Ventilation Airflow 50 CFM Overall U -Value 0334 Supply Ah- low 558 CFM Vent Air 0.14 CFM/sgft Vent Air 25.00 CFM/Person • •• : s o **: TABLE . bAX-t ATHER • • • Mium Florida • • Data SoOrce 9 • i • • i User Defined Summer Dry -Bulb 91.0 F •••••• • •• •• • Latitude 25.8 Degree Coincident Wet -Bulb 71.0 F • • • • • IIevIldlti• • i i • • i • 7.0 It Daily R ange 15.0 F • • • • • • TABLE 4. INPUT AR SYSTEM 'h Clearness # 0.90 Winter Dry-Bulb 44.0 F • • • • System Name Terry Residence ACl THERMOSTAT SETPOINTS • ClgandWarmAlrHt cooling (Occ.) 75.0 F • Syst4 So 6:00 Cooling (Unocc.) 75.0 F • • Duration • • i • • • • 24 bra Heating 70.0 F • • • • • • SIZPW&VEtlFICAT1bNS • RETURN AIR PLENUM No Supply • 57.0 F FAN Ventilation 0.00 CFM/person Configuration Blow -Thru Exhaust 50.00 CFM Static Pressure 1.00 in. wg. FACTORS Con Bypass 0.050 Safety (Sens) 0 % Safety (Latent) 0 % Heating Safety 0 % TABLE 5. TOP TEN COOLING COIL LOADS Time Sensible Ton Total Ton Time Sensible Ton Total Ton 1) June 17:00 1.00 1.22 6) July 16:00 0.98 1.20 2) July 17:00 1.00 1.22 7) July 15:00 0.97 1.18 3) June 18:00 0.99 1.21 8) June 15:00 0.% 1.18 4) July 18:00 0.99 1.20 9) July 19:00 0.95 1.17 5) June 16:00 0.98 120 10) June 19.00 0.94 .1.17 �� -� O SYSTEM SIZING SUMMARY System: Terry Residence ACl Block Load 3.05 Location: Miami, Florida December 19, 2008 Prepared by: Covenant Engineering Page: 2 TABLE 6. ZONE SIZING DATA Max. Cooling Design Airflow Max. Heating Design Flow Sensible Rate Load Rate Zone Name (BTU/hr) (CFM) Design Time (BTU/hr) (CFM) ACI 10,837 558 June 17:00 10,631 - Total: 558 Total: .00 99.99• • • • • • 9999 • • ••9000 0900 • • • • 99999• • 999999 9.9.99 . • so •• 9999• • . 999999 00000 •• •. 0000 • 999•• 0 • • 0000 9 • • • 000090 0.0090 00 • 00.0.9 • 0 90 0 90 • 9 9 • 900000 • • 9 •9999• Inspection Worksheet n Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ri Phone: (305)795-2204 Fax: (306)756-8972 R CU gmw- 0 "4"* 'O Inspection Date: January 12, 2009 Permit Type: Mechanical - Residential Inspector: Perez, JanPlerre Inspection Type: Rough Owner: TERRY, JOHN Work Classification: Addition/Alteration Job Address: 29 NW 96 Street NW Miami Shores Village, FL Phone Number (305)7542361 Parcel Number 1131010330430 Project: <NONE> Contractor: C&R AIR CONDITIONING CO Phone: 305-685-6394 B uilding Department Comments a Inspector Comments Passed cc Failed El - 1 1 4 pi 0 � Q- Correction Needed ❑ , IAN 5 Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. Friday, January 9, 2009 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL :�f43titsA. �� Phone: (305)795 -2204 Fax: (305)756 -8972 --_------------------- ----- ..................... . t pan .........................................................................................................................>«........................................... ............................... Inspection Date: January 14 2009 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Rough Owner: TERRY, JOHN Work Classification: Addition/Alteration Job Address: 29 NW 96 Street NW Miami Shores Village, FL Phone Number (305)754 -2361 Parcel Number 113101033043 Project: <NONE> Contractor: C&R AIR CONDITIONING CO Phone: 305 - 685 -6394 Building Department Comments Ll Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 103230. NO ONE HOME AT 5:54 PMCC Failed Correction Needed ❑ Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 13, 2009 Page 1 of 1 W. I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 103236 Permit Number: MC -12 8 -2229 Scheduled Inspection Date: August 20, 2009 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Final Owner: TERRY, JOHN _ Work Classification: Addition /Alteration Job Address: 29 NW 96 Street Miami Shores, FL 33138- Phone Number (305)754 -2361 Project: <NONE> Parcel Number 113101033043 Contractor: C&R AIR CONDITIONING CO Phone: 305 -685 -6394 Building Department Comments 1.5 ton split system Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 19, 2009 For Inspections please call: (305)762 -4949 Page 1 of 25 fi s�� yz }"�� .°� Miami Shores Village 10050 N.E. 2nd Avenue h Miami Shores, FL 33138 -0000 y Phone: (305)795 -2204 A�BiCI Expiration: 06109120 Project Address Parcel Number Applicant 29 NW 96 Street 1131010330430 Miami Shores Village, FL Block: Lot: JOHN TERRY Owner Information Address Phone Cell JOHN TERRY 29 NW 96 ST (305)7542361 MIAMI SHORES FL 33150 -1713 Contractor(s) Phone Cell Phone Valuation: $ 3 ,000.00 ABOVE & BEYOND ROOFING CO (305)819 -2224 �_ _. ...: .... t___ `- _.. ...::::::........:::... _................._._ Total Sq Feet: 900 Type of Work: New Roof Available Inspections: Additional Info: Inspection Ty pe: Classification: Residential Tile In Progress Up Lift Report Tin Cap � Final Roof D r 7 -3 9 Hot Mop �. DEC 12 2001 � -,P �L �m MIAMI SHORE 3 VILLAGE E Fees Due Amount Total Amt Paid Amt Due CCF $1.80 Education Surcharge $0.60 $ 0.00 $ 0.00 $ 0.00 Permit Fee - New Roof $250.00 Scanning Fee $12.00 Payment Type: Scanning Fee $6.00 Technology Fee $6.25 Total: $276.65 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 1 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 December 12, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Wednesday, December 12, 2007 1 Miami Shores Village �� ✓� g 1 CEI�D Building Department DEC 1 2007 10050. N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 1 BY. BUILDING Permit.No. hF 6. Z PERMIT APPLICATION Master Permit No FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) Phone # Owner's Address m 0 9 6 S City t"IBkMi SWai J) Itate Yt:-wo^ Zip 3 X! Tenant/Lessee Name Phone # Job Address (where the work is being done) 7, N at , City Miami Shores Village County Miami -Dade Zi,) + FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name &Wei k �'1 JJ> 5--W4 C Phone # (.301) Contractor's Address ?12-4 bi r.) JAS 'rte &gt g1e city M 1:ktA o LC- fl—S state E`, _ Zip .1 Qualifier Name ®5 V ft S-0 o PEILL s Phone # �° ®� Y State Certificate or Registration No. CCC 1 `Z. 7G, 3 �t Certificate of Competency No Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ S 0 OL7 - V "' Square / Linear Footage Of Work: 6 36 Type of Work: RAddition MAlteration Pkew [:1 Repair/Replace El Demolition Describe Work: ` \ t. IL e Q Submittal Fee $ Permit Fee $ i%J� �✓ CCF $ CIO/CC- Notary $ Training/Education Fee $ P Technology Fee $ (0 ' ?� Scanning $ 00 Radon $ $ Zoning $ Bond $ Code Enfo n uble Fee $ ,v Structural Review. $ Tot al Fee Now Due $ S1 (2 7 ®EC 2 20 ;,. �t. See Reverse side MIAMI SHORES VILLAGE Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City y 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature n - SignatUe Am ) &e� -P� Ow a or Agent Contractor T4 The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledgeA brfore PIP this day of _ A W , 20 Ol T , by l u ail tJr day'of 2b�� by who is personally known to me or who has produced who is personally known to me or who has produced ]j - 6qe d As identification and who did take M. kil as identification and who didiv�i"1'ti NOTARY PUBLIC: �SSpo NOTARY PUBLIC: Sign: . e4':" 'I� N ° Sign: I ,CP Print: o + c4 S a Print: My Commission Expires: ' My Commission Expires: APPLICATION APPROVED BY: / �o 67 Plans Examiner Engineer Zoning (Revised 07/1(Y07) •.. •. 1 ail + 1 ■ ■■ t■■■■ n■ t■ �mrn■■■■■■ nt��tt >i�w■►■�■��n■�n■ ■■�■�■>,�� ■■■■■ i■■■ Gr�S►. ��■ c■ Oli■■' Il�ii■■! 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Ron === G�iSn1OOEO■ ■O ■FOE ■ ■ ■ ■E ■O■ ■■■■■ EEO! OIJ� :t ■ ■ ■ ■�■ii ■OOEEO ■ ■IUO ■EE ■� ■FEE ■EE ■ ■ ■EE ■■ tttt■ ttl�>' i■ tt■ ttl ril�t I•■■ ttttt !�!!�;�;�I ■ ■ ■t ■ ■ ■ ■t ■1 ■t ■ ■ ■ ■1 ■1 I ! _ I ' "' ' ' ' "' HIGH- VELOCITY HURRICANE ZONES •• •• • • • : • • • ••• • • • • ••• • ••• 't�• .. �eti�K :Huci+�same��vrt�:tJnl�rnlf? 1t•A rr•�rm. Off i*Spoetfic•Rei0fAsi ortibiy Co ttakt a' me of r."AridbcDrt s�fShot and R�arlfr Mai twiictkrar • • • • • • • • ( ��'; 2, �Q !'C►pOt'1�!r1E1$`TiOt:.USt'.�� tf(91'tfi�!`8$ "�� i i • • • • *• • • • � syr�terrr'Mlans�fachtrer: -- -�• ,1� �..... ,,gyp @ t erirrr er �i k Le i• ��.Q{ Comer QesfgmuVm� I?f:es'sures l�tprri `Li�1B°'t�B�r "CHfcrAlatiana: > tl gr3r;.Par- Jeliart R> of :l7gsigir t?ressure frarn: 5p rw f�1E7A '^ Field p comet Type: flYs:a:4faxicaff:. WcraghzckJng,u� Terrriination, eaugelThlekrfeas: S +� St l ping., maoao - 14 , 'boowudug cleat, c am ! #rip, B890 VNiShing, QtvQrxler Flashing, Sktpe: � . t9a�`�i�g, Fko. , rchorlL3eSe S#ree i 'i`lo,. ltiift ie : D11ean Kubf flbio htj Parapet:°tieight, FfelgPit cif lase -Flashing,. GDrnpo4ent Ntatoridl, srchor /base Shat i=ast erlao »stn i n Material Tbickness, Po.6tener Type., fastener w , � S Paw* or $ 4bmfi :.}ylarcirfi�rftiber�..Etetaiis that - v :Gcttnplj!vfilTh E��iS 1r1'I`ilrsr'f6. Insulation Base Layer:. Base:ln'sut ttori Siva and Thickness: G3asettnsulatlon F..estenePtBanaling -ttAaterTal: _ A Z t — . Topinsutatlan°L;ayet ti ", C� C.. FT.. ToP lhsutatip'ri:Si�e ari�1 Ftii iu�ess: '�'vs'�s flempet T •Fagtenei'1Bondin 9 Materrai::. l�eiC4ttt Base'Sheet(d);A:Nti.•i5f'my(o . FT- p Base °�i1et~fFastet�ar /Bgslriirtg f�liathriai: ' . twa o� 9 Wan itcsof H6igiit - R ►�'"�t��$:�asC�itsrt.Sgrrdi'n�= t®rlat: Tp::f?ty F'asYirllontiirt I+aCerlhl 'St1Yt�Gin _ . FLORIDA BUILDING CODE — RESIDENTIAL 44.21 HIGH- VELOCITY HURRICANE ZONES •• •• • • • •• •• • • • • • • • • • • • Florida .13ujldjncg Code fid'Mor •2004: • �� Hi' ii:VBIO. Hu ndZ U ft t2bt *A a ?Fo Ro6f System Illlanufacturer: :�•:' _ � � r �..''�'� C.�, �-- �-- C.,. • i i7s Product Approval Number: _ L5'�L. —» 'Z. b O'• Mthimum Design Wind Pmewures, kf..AppIi (FroM::F.t;A8:1' -2?%or 04amlations): _w Maximum Dasig:n Pressure Product Approval Specific System: Meth,' of the attaoohment- n \ \ v dJ tl Stomp'�o :pi ce ys etfl escii.en r ypow .ype Underiayment: Roof Slope: �� ,••+_ � �� W �c w C..�•�. insulation: 3 :12 - f rd 13arti". Ride Vent ,Ation� Fastener Type . & Spac "1• Adtii�:sive 7ypeq a -sock- y+pe eii..O Sheets A, Qt al. +a S�... Roof GOYErix1g: -- - -' -'� Dean Roof Height: Type . 4 trip - HIGH- VELOCITY HURRICANE ZONES • • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • High Form. .... . .. ... .. For - omenf b9s6d fie systems;tbao Or t l ar fhem%tlues $or M,. With the values flroM IN. If tSe24iv line 1 & Ater ttin, ot- •equal to the - Mr values for each-area oflthe >rodfc ten the tiJ ftAl &9 nom *h6d is aMptable. Meth6d 1 "N10 nat f ased Cale Ter l 127" Q aP 9t a �. ../= lt�.r Ma -• err •� Product Approval M,.3 O' q' (P!z: t'r• 1 �— M� =5 Product Approval M, M; m � M Product Approval M, �. Method -V'SOmpiffied"Ttle-Calcula don -PerTakskUow' Required.Mome0t oURpsistance (MJ-Fro - w Tiklilt 33elow . Product Approval M, N, loqujrod Wnt R tat wie 'memo t RoofHelght - RtroYSlaps • 15' 20' 29' 3fl' 40' 2:92 54:4 3 &.G 38,2 3917 42.2 4 '30:4 33.2 33 8 3$1 0fi.3 30:1 8:12 '28:4 28 0 214 3t►,$ 32 4 1 7:12 2 4:4 281.9 271 28 2 3(t.0 *Must bt~ used In conjunction with. a }fst s1�'t�,ometst: basexl: �stensvettdoned'by:the lirowar l C-ottnty Board Of.Ulm abd.Apoals. For l`lplift based We systems use•.NEethod3> Canapared.thwvaluw F' witJR- -.fhe values &r .)F &P F" values are.greater- thau, -or. "u2ll the F., values, ff"° e h irea o£the•.roofJhen Z . firde rt#tapllsueutnretla4Fl.is aceeptable. l��.et��al �3 `r�J�lll'f:�•ased "f'i1� C�lruulafi'oir.�:I'e� Y:S �2'�r' s l: — _-__.__' :r 3v: ^) —1�': x cos.6 _= F;y: Product Approval F .(P :x #: � _ t �: � �� — Vic': � x Cos -9; � 1:a: Product Approval F fP, :s.:l: _ �x �v:• )— il': J x eoS.B: Product Approval F �h @r'�?:fiY>��CYttEd� CYxa2��1(3� l s lki l [> lI l til ` iteire to Rad 17asigarTtmure P.l arM or?.3 RAS'127'l'ahlt d;orby;•att:_ar &ee4q timlysis prepartAbyMfimid onA5C 9 7 i\7tanti'Ro15iF.ie' Itt H Jbh:Site RoiarSigpa 6' )p1i :Slte AGrddynilrAlaAlxtlii jicr ) Product Approval i2CSrorirt ':Ivitmxent:dactgCiraYi tti9 Product Approval AYtaahmaat llesistanee. M roductA roval Ro diraciMomerrtRcsistaoce M Ga IVlbtimumdcttttchmentRCSislance )' Product A royal Jte iced: • ►iit.lidsisr��inee F :Ctllculatecl . .AVCr •�Tilc3'Wsittl W. Product Approval TilvDim"slom length Product Approval w Widut ;A li.Wc7t1l lI ij:nnr$t bc su bmitted. to the Btlild ➢n .OttiClat at.t lls•tkme "ctf fi ' Ylcalitiq. FLORIDA BUILDING CODE — RESIDENTIAL 44.23 s M I A M WADE MIAMI -DADE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2401 FAX (305) 375 -2908 OF AC CE OA Monier Lifetile, LLC 135 NW 20 m Street Boca Raton, FL 33431 CO 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 d erein, and has been designed to comply with the High Velocity Hurricane g Cade. DESCRIPTION: Spanish w Concrete Roof The LABE ach 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 5. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1205.07 a Expiration Date: 01/02M Approval Date:01 /02103 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: High Profile Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Monier Lifetile Spanish `S'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 Product li Dimensions Specifleatlons Desedodon Monier Lifetile 1 =18" PA 112 High profile, interlocking, one-piece, 'S' Spanish 'S' Tile w =10 3 / shaped, high - pressure extruded concrete roof min. %" thick tile equipped with two nail holes. For direct deck nail -on, mortar set or adhesive set applications. Trim Pieces 1= varies PA 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Agency Test Identiffer Test NameMenert Date Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix H PA 108 (Nail -On) Redland Technologies P0647 -01 Wind Turmel Testing Aug. 1994 PA 108 (Mortar Set) Redland Technologies PO402 Withdrawal Resistance Testing Sept. 1993 of screw vs. smooth shank nails The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. PA 101(Mortar Set) The Center for Applied 94 -083 Static Uplift Testing April 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 25- 7183 -4 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik Drive Screws, Direct Deck) NOA No.: 02- 1205.07 -� Expiration Date: 01/02/08 Approval Date:01 /02103 Page 2 of 5 Test Agency Test Identifier Test Name/Renort Date The Center for Applied 25- 7214 -3 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik Drive Screw, Direct Deck) Redland Technologies Letter Dated Aug. 1,1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -78 PA 100 Professional Service 224 -47099 Physical Properties Sept. 1994 Industries, Inc. PA 112 Celotex Corporation Testing 520111 -3 Static Uplift Testing Dec. 1998 Service 520191 -2 -1 PA 101 March 1999 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Evaluation Calculations 25 -7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 25- 7804b -8 1996 25- 7804 -4 & 5 25- 7848 -6 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers April 1999 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 3. LEWrATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set the 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. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Monier Lifetile Spanish `S' 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 NOA No.: 02- 1205.07 Expiration Date: 01/02/08 Approval Date:01d12/03 Page 3 of 5 Table 1: Average Weight (W) and Dimensions (1 x w) Tile Profile Welght -W (Ibl) Length -1(ft) Width -w (ft) Monier Llfetiie Spanish 'S' Tile 9.64 1.5 0.865 Table 2: Hero amic Multipliers - X Tile Profile Direct Deck Ilcation Monier Lifeille S ish 'S' Tiie 0.259 e 3: testoring Momenks due to Gra ft Ib Tile ":12" 4 ":12" 5":12" 6"Ar T':12" or Profile greater Monier Lifeble Battens irect Battens Direct Battens Direct Battens Direct Battens Direct Spanish 'S' Tile Deck Deck Deck Deck Deck N/A 8.51 WA 8.44 WA 8.27 WA 8.07 N/A 7.87 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft4bf) for Nail -0n Systems Tile Fastener Type Direct Deck Direct Deck Profile (min 15/32" (min. 19132" Plywood) plywood) Monier Lifetile Spanish 'S' 2 -10d Fting Shank Nails 28.6 41.2 Tile 1 -10d Smooth or Screw 5.1 6.8 Shank Nail 2 -10d Smooth or Screw 6.9 92 Shank Nails 1 .//8 Screw 20.7 20.7 2 .#8 Screws 432 43.2 1 -10d Smooth or Screw 23.1 23.1 Shank Nail Field Cli 1 -10d Smooth or Screw 29.3 29.3 Shank Nail Eave Cli 2 -1 Od Smooth or Screw 27.6 27.6 Shank Nails Field Cli 2 -10d Smooth or Screw 38.1 38.1 Shank Nails Eave Cli Table 5: Attachment Resistance Expressed as a Moment M (ft -lbf) for Two Patty Adhesive Set Systenlis Tile Tile Application Minimum Attachment Profile Resistance Monier Lifeble SpanishV Tde Adhesive 297 1 See manufactures cornportent approval for installation requirernerft. 2 Flwdble Products Company 711eBond Average weight per patty 10.7 grams. Po~ Product Inc. Average weight per patty 8 grams. NOA No.: 02- 1205.07 Upiradon Date: 01 /02M Approval Date-.01/02/03 IW Page 4 of 5 Table 5A: Attachment Resistance Expressed as a Moment - M (ftdbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attach7nt Profile Resistancey Monier Lffeiile Spanish 'S' P TM "rile Polypro 3 Mecum paddy placmwt of 24grams of Po Pro Table 56: Attachment Resistance Expressed as a Moment - Mr (ft -lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Monier Lifetile Spanish 'S' rle Mortar Set 24.5 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. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system PROFILE DRAWINGS NAIL HOLES r� 10- OVER LOCK - rz UNDER LOCK K 1 " END MONIER L wETmE SP ANISH IS' CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02-1205X & Expilrstloa Date: 0110VU Approval Date-01M2103 Page 5 of 5 i IAMFQA� NIIANII DADS COUNTY, FLORIDA hMMO -DARE FLAB BUIIAINO BUII.DING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLTR STREET, SUITE 1603 PRODUCT CONTROL DIVISION • MIAh% FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 AC CE OA GAFAfiterhd Corporation I3 Alps Road ayne, NJ 07470 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 (Am. This NOA shall not be valid after the expiration date stated below. The Nfiami- -Dade County Product Control Division (In hfiami Dade County) and/or the AHd (in area other than Miami Dade County) reserve the right to have this product or material tested for quality assurance proposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the • expense of such testing and the AM 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 produc ' proved as described herein, and has been de comply with the High Velocity Hurricane o the Florida Building Code. DESCRIPTION: GAF Con onad Built -Up Roof System for Wood Deck. LAB unit -shall label or logo, city, state and following state "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. TE MEINATION 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. INSPEMON: A copy of this entire NOA shall be provided to the user by the manufactmEr or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02-0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC oft yU &� Cl) 5 U, yo B `t° I10 rF Date-.W23103 WiF �� ' E's G R OOFING SYSTEM APPROVAL too • ZSee Sub- Catesorw Dock Tym: Wood Ma4wou De Pr Fire Classcattons Limitation #1 TRADE NAMES OF PRODUCTS M ANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product �n Dbuendons &ecincatjog Description GAP Asphalt Concrete 5 ,55 gallons ASTM D 41 Asphalt concrete primer used to promote Pnmer (MU&Tm 307 adhesion of asphalt in built -up roofing. Primer) GAF Mineral Shield® 601b. bags ASTM D 1863 Granules for surfacing of exposed asphalt, Granules cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. GAP WeathwCoat® 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. Emulsion (MatdxTM Fihered 305 Emulsion) GAF Premium Fbered 1, 5 gallons ASTM D 2824 Fibered aluminum coaxing. Aluminum Roof Coating. (MatiixTM System Pro Aluminum Roof Coating Fibered 301) GAP Jdblack All 1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral Weather Plastic Cement ASTM D 3409 stabilizes and fibers. Permits adhesion to (Matdx'u Standard wet and dry surfaces. Wet/Dty Roof Cement 204) RUBEROIDOD Modified 5 gallons ASTM D 4586 Fiber reinforced, polymer modified Flashing Bitumen Flashing cement Cement Jetblack Premium 5 gallons ASTM D 4586 Asphalt flashing Cement Flashing Cement GAFGLAS® #75 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. GAFGLAS #80 Ultima 39.37" (1 mete) ASTM D4601 Asphalt impregnated and coated, fiberglass Base Sheet wide base sheet GAFGLAS Flex PlyTM 6 39.3T'(1 .meter) ASTM D 2178 Type VI asphalt impregnated glass felt with wide asphalt coating. NOA No: 03.0501.05 Expiration Date: 11/04/08 19 Approval Date.-14W/03 Page 2 of 21 Test Product ct Dime one Snedbtc ation tlon GAFGL AS Ply 4® 39.37' (1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt with wide asphalt coating. GAFGLASO Mineral 39.37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet Surface. Cap Sheet wide surfaced with mineral granules. GAPGLASO 39.37' (1 meter) AM D 4897 Fiberglass base sheet impregnated and. . STRATAVENTO M wide. D 3672 coated on both sides with asphalt. Surfaced Eliminator Perforated on the bottom side with mineral granules embedded in asphaltic coating with factory GAFGLASc�I Flashing erforations. g Various Asphalt coated glass fiber mat flashing sheet G available in three sizes. AFGLAS® 39.3T' (1 meter) ASTM D 4897 Fiberglass base sheet impregnated and STRATAVENT wide D 3672 coated on both sides with asphalt. Surfaced Eliminator Perforated on the bottom side with mineral granules Nailable embedded in asphaltic coating. RUBEROZO SBS Heat- 1 meter (39.37 ASTM 15.6164 Non-Woven Polyesw mat coated with WeldTx Smooth wide polymer- modified asphalt and smooth surfaced. RUBEROWO SBS Heat 1 meter (39.37) ASTM D-6164 Non Woven Polyester mat coated with WeIdTM Granule wide polymer modified asphalt and surfaced with mineral granules. RUBEROWO SBS Heat 1 meter (39.3T) ASTM D-6164 Non Woven Polyester mat coated with fire WeidTM 170 FR wide retardant polymer modified asphalt and surfaced with mineral granules. RUBEROMO SBS Heat- 1 meter (39.3T) ASTM D-6164 Non-Woven Polyester mat coated with WeldTM PLUS wide polymer modified asphalt and surfaced with RUBEROWO SBS Heat- 1 meter (39.37) ASTM D-6164 NMineral on Wov en Polyester mat coated with fie Weld PLUS FR wide retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID® SBS Heat 1 meter (39.37,'} ASTM D -6164 Non -Woven Polyester mat coated with WeldTM 25 wide polymer-modified asphalt and smooth surfaced. RUBEROID Modified 39.37,' (i meter) ASTM D4601, Premium glass fiber reinforced SBS- Base Sheet wide Type $ UL modified, base sheet Type G2 BUR RuberoidO 20 39.3T' (1 meter) ASTM D 6163 SBS modified asphalt base sheet and wide ASTM D 5147 interply sheet reinforce with a glass fiber RubemidO Mop Granule 39.37' (1-meter) ASTM D 6222 Non -woven polyester mat coated with wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. NOA Na: 03-0501.05 EVIr atlon Date: W04108 Approval Date:10r2M Page 3 of 21 t Deck Type 1: wood., Non - insulated Deck Description: 19/ " � greater p p or wood lank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROMO 20, RUBEROID SBS Heat Weld= Smooth or RUBEROID SBS Heat Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 40, GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows'12" o.c. in the field. (Maximum Design Pressure -45 pV; See General Lf nkdion #7) GAFGLASO Ply 40, GAPGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tec (GAFME) #12'or #14 Screws and 3" Plates, l2" o.c. in 3 rows. One row is in the 2" side lap' The other rows are equally spaced approximately 12" o in the field of the sheet. (Maximum Design Pressor R -,lS s, f�- See�ii serail Undtadi'on 07) GAFGI.AS Flex P1ym 6, GLAS #75 Base S or any of above Base sheets attached to deck annular ruig shank nails and tin caps at a fastens .. and in two rows 9" o in the field. (Maxhiaum Design Pressure -5Z.5 psf, See General Limitation G 5 Base Sheet or an ve ase sheets attar DrillTec (GAFTITE) #12 or #14 Screws and 3" Plates, l2" o in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved amiubw ring shank nails and 3" inverted Drill-Tec (GAFIM) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Umi1d&n #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFME) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -75 nsf. See General Lim#aion #7) Ply Sheet: a or more lies of GAFGLASPi PLY 4® GAPGLAS® PLY 6® ply sheet, Ultima, RUBER ID RUBEROID 20 adhered in a full mopping of approved asphalt a a rate 20-' Cap Sheet: (Optional) One ply. of GAFGLAS(D Nfineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. NOA No: 03- 0501.05 Expiration Dates 11!04/08 Approval Date:10/23/03 Page 13 of 21 Surfacing: (Required if no cap sheet is used) Install one of the following. 1. GAF Special Roofing Bitumen with an application rate of 201bsJsq with an application rate of 1.5 galJsq.; or GAF WEATHER COAT® Emulsion (Matrix 3051~ibered Emulsion) with an application rate of 3 galJsq.; or GAF Premium•Fiber ed Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fbered 301) with an application rate of 1.5 galJsq. 2. Asphalt flood coat at an application rate of 601bsJsq. t 20%; plus gravel or slag with an application rate of 4001bs./sq. & 300 lbsJsq , respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. ' Maaoimum Design Pressure: See Fastening Above NOA No: 03- 05OL05 MWIratlon Date: 11/04M Approval Date:10M Page 19 of 21 . , kNQ SY$TEMS _MECTDFi*' �. l COVERNG MAsERAtS tTM � ' Rooft systems 173 R°°s S 9- GRI) tW Pmuf On - Base Sled -nay be used. fam of the following carp Shy p " G�4iFGl;AS dal s�a`d F!« Ply r is•a siri�bb altUTWe to .. Cap SheW,10 mph, Per. Rewvw Dowd- �i of L Dactc C-15/32 - Class B auy of dte k4ow7� NC used in i s of ans•. In+elige: 3=l/Y Insp�lat#on (Opp:: One or more layers POW wood fiber, Slaw � . forusewt� �' Hand C :..:. ..:.:.::: ► felts utodl �com�6� fiber/ le M'*Dft li / > SB9 8 : be'used • in'� of ly'Sheet: �' A `�` isrodu� m any 'a ' ( =�� •. r.( ;� P1 b" Nf type or Y.; :• .. •••.. qs:A . Y X15/92 :.:• • Cap Sheek • Type CP �AFGt.AS ' ( a1k O or mesa 3 .. Suefaaed Gag , hot P� wood fibey gje� 2 �15/- .. .' Meffiank ... • 'bed 3-I 2 /� per/ a ( =: One or more lapecs pet> $lass x:.. ph�oTie, any fiber, Fote/boganurvie p Thoee or more Type G1 "GAFG,AS : p�,, t mane armpostte; wood 8bmli P �k •) Crot mopped, ' J �' Or J any .. Gravel, Base Sheet: TWO Or== layers of r G1, G2 or G'3. { One ox.more 2 .�Tocrh d'Torch ".{ . 3'.P wocid' g� " Mop Pars"�MO�� {smooth or / �. peke/ �) pr R d eek ° G&U.AS MlneraSht Wood fiber /f pheno73c� ate► Surfaced Cap ;,.hot mopped. Clips C Three or - �' : e . "G AS L . D One rode / :. 4" or mate layers p� svpod ' One layer Type G3. �i'q' '• _ "— .—...a l Cap si A * lsoc y a micaft ounpoM ' Cy� ��y ( 2 ^oA L � ( 7� ,•• j ere te // te :.: 2 : — TA -Y'-�� waod iIVGF '�wl'.°wat�l:pilCllQlj(' ' J K : One per ure . C�ABGY.A.`� .�!?ree•air mose.laye of� Type G! %• A> •p. ,y or t ane, F 7 to Ply' wood m / / sue- S m bsi�... ' :. : p� 2 in. COAL TAR F�.T »rsrBMS W11Ti HO!' "dWiTG C6& TAR *o i mole layem Type Gl "GAPGLAS Ply ,y„ or "GAR L •. - C9ass A. .: • ; 1j eck :�.� � T p a {QPtiur+a k One or �t 1/2 �' Miai Surfaced Cap � isocyantuate; per/ �` p�i4e,. wpod Sbey..glass lncBae:'F %2 •`• . we e �' +wawd fiber / t • . Ck� or two lay's �hemr R." 4in. lanes$ compote p O any ' � 1pavet s �famd aassAA hest mopped. Ply Sheet :Three or mule layers' of " „ W :..: >l fibehr . GAFGLAS r hot. T C GI.AS PIy 4 pr • . pp� wi#t► c tar bitumen. (Opp Red roshi nailed deck. C MOMA3 it)N jjCYr AND t oLU Sl( : elaperoflype(, WS BaseShei" (tm ybe ]. Deck I+(G Class A :. h1dh e: 2 .. • .... or mole layers a G1 "GAPGLAS Ply 4" of C�e ocmory lgyets l filler or g lass 01 M. of Type G-3 "GA FGLAS P Sheet Aree or " - 1 [ Shed Cap "� Ply 1r.. of GI GtIFGI.A.S Ply V or _ p 3 . SudRcWV Qum* Indust* °a{: MB Aiva�n lioo C n�' at ` of G2 GAFMM 475 Base" . D N al- °� � of G1 "C Ply C or station C mama layers I of Type C:3 ° GAFGI.AS'Mineral Surfaotd peaitel ? Fes: mood, glass �P : u►etbane � wood fiber /isocpaomate : Perfite/ / Incline: 2 tliickne� Pht� any or move Fe& fp- ` fibey- Pty' Ume or =M - layers Of -Type M "GA1�t.AS fly 4" or plie- - - { jands 6 in 3 ` Weather Coat B on" at 3 gal../ mote C;1, Q o; Ga. ; ._ ; Iadiae:l TimJ, t 'TLubea+alcl ' Ttndt' (sue or > ply Sheet Ate► UL ° Tsodierm R, °, 4 in., } Cta�IBerj�aeo s�N'�" . "GAIAg Mia�a1 Ca'•: lot mrtopped. IacIIn 2 . Utme - s �9 f ( partit / or maee IaYeas P wo gl `� �' Meet o medja:ri - any las��i fib�lisaeyanurabe�te aompaaite ; PlT'.' Gi or C;2;• ar hot V oa P a MY Ply Sheeb One ar a e Mm I&Yes Of Ty}m a pr s fiy cr am t : a wkli Gme or mane dyers of Type -GL- • _ $soya "GAF. g 'Mexed .11tan mm 11/2 'ma lay ers •of Mdecrnd• 1'otrk`"( or 5. Dedcsgo GAF Wathe; Coat FmuMoa• gai/sg,•• ; Mop Phi,. ( e � MOP" {smooth or itQptionalk pedhp glass � p MW=deauy rasbmu4 any tla f LOOK fOR THE Di - 49ARK t]w Pannrwr . I i :r �rt { e . 1 1 . c F i � P 1 � o Mt�f:IDA EE MIAMI -AADE COUNTY, FLORIDA BUILDING CODE C IAPTCE OI'FiC METRO-DADE FLACLER BUILDIN(I P ' CONTROI. D1ViSION (4CCp) I40 WEST FI.AGx„EIt STRUT, SUITE 1603 MIAMI, FLORIDA 33130 -1553 NOTICE 01F ACC.R' P'TANCE Q (305) 375-2901 PAX (305) 375-2908 S100snt Prodacts, juc. 11735 Boudreaux Roaa TX 77375 S C O Plu: This NOA is being issued under the applicable ivies and regulations governing the use of construction materials. The documeatation 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 Imisdiction (AIM. This NOA shall not be valid aster the expiration, date stated below. The BCCO (Its, Miami Dade County) anc]/or the AHJ (In areas other than A119mi Dade County) reserve the tight to have this product or matedal tested for quality assurance purposes. Tf this product or material fans to perform in the accepted mamer, the manufact mr will iucar the expense of such testing and the AUX may immedaately revoke, Modify, or suspend the use of such product Or material within their jurlsdic6on. BCCO reserves the right to revolve this acceptance, if-it is determined by B CCO that this product or material fails to meet the requirements of the applicable building code. T approved as deserib herein, and has be= desigaed to comply with the High Velocity 1junicane one =0fthe FIonida Building Code. DEsnon ]Po lyproO AH160 P change in the applicable building code negatively affecting the ap plication o this prroduct. them has been no TI MMNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufWW6 of the product or process. Misuse of this NOA as an endorsement of product, for sales, advert;sing or any Dt$Cr purloses s hall any automatically teminate this NOA. Failure to comply With any section of this 1X0A shall be cause fortmMinatfon and r=oyal OfNOA. AD'VERTXSEASNT: Th e NOA number preceded by the words Miami -Dade County, norida, and followed by the expiration date may be displayed in advertisinb literature. If an y p be done in its entirety. ort ivn of the NOA is displayed, fixer it shall INACTION: 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 reaews NOA No.01 -0521.02 and consists cfpages 1 through 7 The submitted documentation Was reviewed by J rge x,. Acebo. n ifn CNOA 1.02 .9 /113/Qd of I 'd OL6 'ON A1ddnS OHM W O:0 L006 '1 1 '030 ROOFING ASS X Category- Sub Category: Materials; SCOPE: This approves Polyproo AM60 as manufactured by polyfoam Products, Xuc. as descrt7jed in Seotion 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 ealoulations in O=Plaance with Roofing Applicatiou Standard RA.S 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 PR ODUCTS MANUFACTURED BY "PLICANT: -duct inmxusions Test Product Descry tion ecafications P Y ro® AM 60 N/A TAS 101 Two component polyrarethane foam adhesive FoamparoO RTY1000 N/A DispensirgEquipmemt ProPack@ 30 & 100 N/A Dispensing Bqui PRODUCTS MANUFACTURED BY OTMRS: ,Any Miami Dade County Product Coxttrol Accepted Roof Tale Assembly having a current NOA, which list moment resistance values with the use of Polypm ARI60 roof tle adhesive. MYSICAL PROPER ' Pro a 'rest Results D ensi ty ASTM D 1 622 1.6 lbs. /ft.' Compressive Strength ASTM D 1621 18 PSI ftmilel to rise 12 PST Peapendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rase Water Absorption ASTM A 2127 0.08 l bs.lFe Moisture Vapor Transmission ASTM B 96 3.1 Perm / Inch J)hnonsional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weekf x-6.0% Volume Change @158 Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The phyaleal properties listed above are presented as typical average valttes as determined by accepted ASTM' test metAods and are subject to Iza rural manufacturlog vsriatxon. _ o NOA No.: 06-0201,02 Y Expiration X)ate: 05/10/11 Approval Date: 04113106 Page 2 of y Z 'd OL6 'ON A1ddns OHM N90:� L006 'l l '030 EVIDENCE SU1RMI D—. Tqt -� Test Identmer Vest Name/Re ort ate Center for Applied F.ugineeringg4 060 TAS 101 04108194 257818 -IPA TAS 101 12116196 25-7438-3 SSTp 11-93 10/25/95 25- 7438 -4 25 7438 - 7 SSTD 11 11102195 25 7492 SSTD 11 - 93 12/12/95 Males Laboratories PoIymers Division N$ 589 -631 ASTM D 1623 02/01/94 ' Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04130/93 Southwest Research lustitute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[l] ASTM E 84 01116195 TrWty Ragineering 7050.02.96 -1 TAB 114 03/14/96 CelotOX Carp. 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 520I09 -3 520109 -6 520109-7 520191 -1 TAS 101 03/02/99 520109-2-1 - LINUTATXONS: I. Fire classification is not part of this acceptance, Refer• to the Prepared Roof Tile Assembly fox- f= rating. 2. PolyproQ AM 60 shall solely be used with flat, low, & high the profiles. 3. Minimum underlayment sha11 be in compliaatce with the Roofing Application Standard RAS 120. 4. Roof T:Uc manufactures accictiring acceptance for the use of PolyproV AH160 roof the adhesive wi$ their file assemblies shall test in accordance with TAS 101. 5. hoof Tile manufactaxes acquiring acceptance for the use of H.ANDI- STICl< roof file adbesive with their We assemblies shall test in accordance with TAS 101 •with section 10.4 as modified herein. =F• W MS N W020 1.02 Exptradoa .Date: OS/10/11 Approval Date; 04/X 106 Page 3 of 7 E 'd 9�L6 'ON A1ddnS 000M Wd90 :ti L006 'l l '030 INSTALLATION: X, Polypro® ARI60 may be, used with any roof the assembly having a current NOA that lists uplift resistance values with the use of PoIypro® AH160, 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted hereon. The roof tie assembly's adhesive attachmmt with the use of Folypro® AHI 60 shall provide suMcient attachment resistance, expressed as an uplift based system, to meet 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 the assembly NOA I 1'olyproO ARI 60 roof trle adhesive and its components slaall be installed is accordaaco with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AX1160 Operating Instmotion and 1wlaintmance Booklet. ' 4. Installati�t Roust be by a Factory Thiaed'Qualifled Applicator' approved god licensed by Polyfoam Products, Inc. rPolyfoara Products rue. shall supply a list of approved applicators to the authority having judsdictiom S. Calibration of the FoarnproO dispensing equipment is required before application, of any adhesive, 110 mix ratio between the "A" component and the "B" component shall be maintained betwom 1.0- 1.15 (A.): 1.0 (B). The dispense timer shall beset to deliver 0.0175 to 0.15 pounds per tale as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied w4i Foampro RTF1000 or Pro.Pacl@ 30 & 100 dispensing equipment only. I. PolyproO AH160 $ball not be exposed peamanently to sunlight. B. T71es must be adhered in freshly applied adhesive. Tile mis be set within 2 to 3 minutes after PolyproO A1;1160 has been dispensed. 9. PolypraO AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Place Me�utt For .Each Generic Tile Profile Tile Profile TTr, Single Paddy Two Paddy Weight Weight lVllin, per paddy Man. ams) Flat, Low, High Profiles 35 N1A Pugh Profile (2 Piece #1 /side on. cap and N/A Barrel) 34 /pan Flat, Law, High Pro #2 24 N/A Flat, Low, High Profiles #3 g LABELING: All PoIyprog AHI60 containers shall comply with the-Standard Conditions listed herein. 13UILD1NG PERAM REQYJMNMNTS: As required by the ceding Official or applicable building code in order to properly evaluate the installation of this system. . NOA No.: 06- 0201 -02 Ex*atiion Date: 05110111 Approval, Dater 04/13/06 Page 4 of 7 ti 'd OL6 'ON A1ddnS 030M M90 :ti L00Z 'l l '030 i AD =srn Pr A, C EMENT DETAIL I S INGU PATTY Men bough plasQoCement Paddp(6ee¢aNTda} Na@kom . pbsfiecement thde�eYmenl . ,. �,f,,�,,.�{ Paddy�BeeeylhTit�.J 'xE:b • 4 !o f + tJY etxwsc • (`` in ■ Fuera E+mcalan Fasob Ylecghpit • eoruse wy: Eevtcost�e oNfn Save ole�t EereclosmePedooappretrPosPP� prlpA 4ln.opkieweephow 4t=.= WUlhroughplaUecemenl Mddy lhTpe) d) vim =adhavatoaff IT to 23 U Unedrynuet 99� +tGrcSaslnconlsOtwlththoponih �Vp�aPP�� NoBAttaghPla�eelbtnl ZjTUmaversopsldod wm P�bwadhesWeiflln Te! h�FromolftaG<e Dan kam the hTe o W rn. in. l - o fsvecamse �... cwt wave Ent Colors e➢&raa 9N p OfftoRvy 4 9heei�pg OOmSeCOYeflile. ' Aluttescsoadcoutseol Pan fhL aid of affto FAA me ml� ee�begU+ld<n31 YVeepbete FSrAa6o odgeeoflQa n � ^a Em N'OA No.s 0"201.02 EapzYattoa Date: 05110111 Approwl Date: 04113/06 Page of 7 S 'd 9tiL6 'ON A1ddAS 030M M90:� LOOT 'l L '030 ADmsrm PLAcn sNT D1ZTAn2 SINGLE PAM IN f nugh F1asUe cement Paddy 10en A TO#) C cement . �� Faady(emtl ' ,� Undetlayment 7 in. � 2 in 71n. 111-2-In. Edve Comae •� Faccla Faida 6voComse lavedgsttre Faragesutc Grip edgt through ptastia ccmeet Paddy jtleneethTrkj Undartaymant 71n. i�n. O Eays Cldsnra • tareCaarse . Fria NOA No.: 06-0201.02 4 { Pepirotion Date: 05/10/11 Approval Date: 04113106 Page 6 of 7 9 'd OL6 'ON A1ddnS 000M Wd90:ti L006 'l l '030 AURSm PJ ACEldFM DETAIL 3 D41[7BlLE PA Try Mao fhrough pbsec Bement pa* Nag tiuough plastic calnaet Single paddy undortilo (betwen file) Undedaymettt Single paddy betwoen file Paddy (undertlls) � , 2fi.x7in.mediam ccouma o q re 1' singlepac� '—� ��3In. underhle �nr.x3in. Single paddy on 21n. 4 in. r Single 4 rn' / � 2 is , under- ° paddyan d layman Under Q of Single paddy Fa9Cie course on top of tila 'rPeephoft Single add ZiRX7ia.mediam are Eavaelosure on top of kyle Am pa my e5ve E Course Fasds' coarseordy Nall through plastic cement 5tngle paddy ndar Sls tingle paddy etween 6'le a ' In.x 3 in. 4 in Singla paddy onundorlaymsnl 2 Single paddy n Closin all top of flit 2h x 71e. modium tare Course Fes slag paddy taus course only EyD OF TIRS ACCEPTANCE NOA No.. 0(-0201.02 Expfimlion Date: 05110/11 Approwel date. 04/13106 Page 7 of 7 L 'd 9�L6 'ON A1dd s 000M M90:� L006 'l l '030 Miami Shores Village .; 13 uildingDepartment /Cro/ 0(27 10050 N.B2nd Avenue, Miami Shores, Florida 3 Tel - - - jF�(as) 756.8972 ��i Pte,. BUILDING Permit No. p-;:T — t — 06 — Z 9 PERMIT APPLICATION _ _ _ _ _ _ _ _ P _ aster Permit No. FBC 2001 Permit Type (circle): Building . Electrical Plumbing Mechanical ( R: oofing Owner's Name (Fee Simple Titleholder) 1=eP f Phone # Owner's Address c � IV .4. mi 5�' C State �C.._ 3 3' L 1 Zip ?S► Tenant/Lessee Name Phone # Job Address (where the work is being done) - 2 9 N • e- ` T& City Miami Shores Village County Miami -Dade Zip Is Building Historically, Designated YES NO Contractor's Company Name olneg Rv q h 6q Phone # 3 OJ Z4 Contractor's Address ® /V UI R IN .11 City 0:�-a 6 State EL Zip 4 / 9 Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) IV I A "- .� ne aff $ Value of Work For this Permit 3 00 Square Footage Of Work: Type of Work: Addition ❑Alteration ❑New ❑ Repair/Replace El Demolition Describe Work: Submittal Fee $ Permit Fee $ :: 5 CCF $I CO /CC Notary $ Training/Education Fee $ t Technology Fee $ (n -2Z Scanning $ 2. Radon $ Zonin Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) ® °gym Bonding Company's Name -cable) Bonding Company's Address M � 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 ,$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a cert#1ed copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the abs eh ed notice, the inspection will not be approved and a reinspection fee will be charged Signatur Signature Own r r Agent r The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 0.C, by e t-rJ day of & 200C by __,4!4C i ? o is personally known to m or who has produced who is ersonally known to m�e or who has produce As identification and who did take an oath. as identification and who did takeV oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: (�� Print: Print: u .� My Commission Expires: My Commission �r @ast 'N OFFI LNdfiA1YSEA ELISABETH FIAVELO � ., DD118514 9 J F �? MY COMMISSION EXPIRES * m* kkkktkk+ k8' kkk[ Fx# k+ kkkkk# kakk# k** 9+ k# kk #RkBk *8#t�krt *�kkkx* �FF�� JUNE 152006 APPLICATION APPROVED BY: Plans Examiner Engineer a chc 45/13143 ' Zoning Inspection Worksheet Miami Shores Village _ 10050 N.E. 2nd Avenue Miami Shores, FL D L Phone: (305)795 -2204 Fax: (305)756 -8972 OO ' tiff} i4::•,:::::::• ii:':"^:::: y'•}::: :::•::::.:•::::i:•:j::::: ?:::.� .;� . �........:,:$:..;. �..�;: ..;::: • yi:: i::::•$:::::::' s,:::::::: i:::• ::::::::::::::::::}} i:•i: i:•i:• }:•iiiiii: is is i:• }: i:::iiiii: i:? i::• i:• i:• i:•::.:• i:• i:• i:• i:• isi :•i:• } ;• } ;•i:• }iiiiiiG::ti4ii: is is ii:.i:: i:::4::: i:: i:•i:•i: }: ::::•iF:•i: { ...i...::::... :. y:::. f ...:......:...: :•:... :: .: ...:.. �.: ......:•:: .. �. •:M .':. } . •'.. t{•:::•:::::•::••:•,:;: jjjji:: ii;:;;? jjj' i:::• Fi:•:::::,:;:::::::::: iiy:::::: ji::::::•::• iSii::::: i::::::::::•:::::::::::::::::::,::,:::::::::• i{: is::: �::•:•• ii:::::::::':::::::: �:•:::::: i:.',::....::•: ::':•:.;•:::.. { :..:'.::ti.::.::: :.::i:.::titi!:.. .. }':::.. ii•: ':':•y ::::.'•; Inspection Date: 12/13/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Tin Cap Owner: TERRY, JOHN Work Classification Roof - New Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)754 -2361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor: ABOVE & BEYOND ROOFING CO Phone: (305)819 -2224 Building Department Comments NEW TILE AND FLAT ROOF FOR NEW MASTER Infraction Passed Comments BEDROOM AND BATHROOM TIN CAP SPACEING True l Inspector Comments Passed 1Z_ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, December 12, 2007 Page 1 of 2 t Inspection Worksheet } Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL �f Phone: (305)795 -2204 Fax: (305)756 -8972 ..................................................................................................................:...................................... ............................... �.....�....... .... Inspection Date: 12/13/2007 Permit Type: Roof Inspector: e•I Gl Inspection Type: Hot Mop Owner: TERRY, JOHN Work Classification Roof - New Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)754 -2361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor: ABOVE & BEYOND ROOFING CO Phone: (305)819 -2224 Buildina De artment Comments NEW TILE AND FLAT ROOF FOR NEW MASTER BEDROOM AND BATHROOM 0 ' I nspector Comments Passed LK Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, December 12, 2007 Page 2 of 2 le Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 0400240 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Tile In Progress Owner: TERRY, JOHN Work Classification: Roof - New Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)754 -2361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor: ABOVE & BEYOND ROOFING CO Phone: (305)819 -2224 Buildina De artment Comments NEW TILE AND FLAT ROOF FOR NEW MASTER BEDROOM AND BATHROOM Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, January 10, 2008 Page 1 of 2 ryas Inspection Worksheet Miami Shores Village uu � tpt 10050 N.E. 2nd Avenue Miami Shores, FL " M S Phone: (305)795 -2204 Fax: (305)756 -8972 an , �Iq Inspection Date: 01/1812008 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Final Roof Owner: TERRY, JOHN Work Classification Roof - New Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)754 -2361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor: ABOVE & BEYOND ROOFING CO Phone: (305)819 -2224 Buliding Department Comments NEW TILE AND FLAT ROOF FOR NEW MASTER BEDROOM AND BATHROOM va Inspector Comments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, January 17, 2008 Page 1 of 2 Inspection Worksheet two Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 do 'I k'JC !MW Inspection Date: 01/18/2008 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Up Lift Report Owner: TERRY, JOHN Work Classification: Roof - New Job Address: 29 96 Street NW Miami Shores Village, FL Phone Number (305)7542361 Parcel Number 1131010330430 Project: <NONE> Block: Lot: Contractor: ABOVE & BEYOND ROOFING CO Phone: (305)819 -2224 BuIlding Department Comments NEW TILE AND FLAT ROOF FOR NEW MASTER BEDROOM AND BATHROOM Inspector Comments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid Thursday, January 17, 2008 Page 2 of 2 CIVI L Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 ENGINEER Tel :305 -823 -8008 Fax: 305-823-3300 January 15, 2008 Above and Beyond Miami, Florida Project: ROOF TILE UPLIFT TEST REPORT Residential Home 29 Northwest 96 Street Miami, Florida Information provided by client: Permit Number: Not Provided Date Completion: January 14, 2008 Roofing Contractor: Above and Beyond Project Number: 08 -0090 (Testing Laboratory Certificate #06- 0501.15) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No. 106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Spanish "S" Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the Perimeter and comer areas were physically examined. A minimum of one (1) test per every two, (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on o ur test . ettlts - nrtclude hat o e tnof filet the" move refeeneed proleet the e t u� r enfi r Wed in the ��ve - �u ntit�ued p toil attached "pleas$. fuid a copy of our test redrfi;fflryour re . Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you havb any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation J 11�61' 3, 9 hamad Sonny Salleh, P.E.49014 roject Manager TILE UPLIFT TEST Residential Home 29 Northwest 96 Street Miami, Florida Reileh Engineering Corporation — Project Number - 08 -0090 — Page 2 of 4 Report of TILE UPLIFT TEST for Residential Home 29 Northwest 96 Street Miami, Florida Project Number: 08 -0090 T+t Number Test Lead lb_ hest Stu 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation — Project Number - 08 -0090 — Page 3 of 4 T`etlr Test Sa 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass ,F Reileh Engineering Corporation — Project Number - 08 -0090 — Page 4 of 4 5NOSNaftl LIW 5NOUX115-IL �O 'XOMW 0600- 11LL 950015 Jo d Plo Joo° Plo 5 L I Q ZZ IL 01 1 1 9z 11 6 II lz b 9 OZ ZI G bZ 9L 91 9 11 91 5 61 4 bl 51 .51 A Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 ' i � ti " Phone: (305)795 -2204 r 991r 9 Expiration: 03f2312010 Project Address Parcel Number Applicant 29 96 Street 1131010330430< Miami Shores, FL 33138 Block: Lot: JOHN TERRY Owner Information Address Phone Cell JOHN TERRY 29 NW 96 ST (305)754 -2361 MIAMI SHORES FL 33150 -1713 Contractor(s) Phone Cell Phone Valuation: $ 1,000.00 PRIORITY CONSTRUCTION MANAGEI 786 - 299 -2776 ... Total Sq Feet: 0 Type of Work: WINDOWS $DOORS For Inspections please call: No of Openings: 7 (305)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $ WS-1 1-08-33249 $ 184.30 $ 50.00 Education Surcharge $0.20 Permit Fee $170.00 WS-11 -08 -33249 $ 184.30 $ 184.30 $ 0.00 Scanning Fee $9.00 Check #: 1459 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $4.50 Total: $184.30 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. September 25, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy September 25, 2009 1 �,� �a�. Miami Shor s Villa e �` Buildin De �� Z�o� C'C„ stet a'"°"' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY� --'" 44 �.. 4 1-U Tel: (305) 795.2204 Fax: (305) 756.8972 BrUMI)ING Permit No r) 9 �V PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roofing i Owner's Name (Fee Simple Titleholder) _ �-'y tz!2 Phone # Owner's Address 3 9 57 City- LW rP c � dZs� State Zip Tenant/Lessee Name Phone # J ob Address where the work i � // J ( is being laic) � 0 1p J City . Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name PR (©dZC f C O - 5 — pal WC P hone # 7 c& c C Cr k Contractor's Address �o'_� I e3 ST city u. c t state a9 - zip 3 l ;L �a Qualifier Name m af2 dk f Zp7lp_ - � � Phone # State Certificate or Registration N d�& C ® [ c Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Tl lU Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration CANew ❑ Repair/Replace El-Demolition Describe Work: 0 Submittal Fee $ Permit Fee $ / CCF $ • �� CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ G O a Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side a 11.Es110 1 I 3 .J ,1_0 c� a. $ 5 7 0.03 ..� >�.J 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the buil, ing permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature �K� �— :tru ner or ent Contractor The fore oinwas wledged fore me this The fore ing instrument was acknow ged befor me is Tday of , by �r day of , 20 —, by Hr./ AYhdi who is peponally known to me or who has produc i who 's personally known to me or who has produced T03! g 12 lAs identification and who did take an as identification and who.did take an oath. NOT PUBLIC: o� �� q'vt NOT PUBLIC: Sign: o�a�� " o Sign: Print: ��' ,,.e•e, ,�,0 4$ Z 5 ' a Print: � My Commission Expires: My Commission Expires: •, 4 � APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/1 W07) OR "" Miami Shores Village " Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �--- Tel: (305) 795.2204 Fax: (305) 756.8972 S� / � � =5 RECEIPT 1 PERMIT #: D _ L� DATE: - 0 I, Contractor :i Owner Architect Picked up 2 sets of plans and (other) Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: x S 1 Miami Shores Village Building Department 10050 .NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 Oa ° u l RECEIPT 7� PERMIT #; Q m DATE: p2 I, OHA ❑ Contractor Owner ❑ Architect icked up 2 sets of plans and (othe Address: 29 Nw From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: V\ PERMIT CLEARK INITIAL, 6 RESUBMITTED DATE: n PERMIT CLEARK INITIAL: d-j ,S oRFs j? Miami s hores Village B ,,, Building Department .,r 10050 N.E.2nd Avenue Miami Shores, Florida 33138 brag Tok (305) 795.2204 Fax: (305) 756.8972 Permit # 6 %/ Job Name Date d -/ Building Critique Sheet Ire s P .�✓ I 1 ` 1 e- 4111 /6 e 4 p Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 1 5 Miami Shores Village Building Department 10050 -NE 2 Ave, Miami Shores, A 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; C�(�5'�S" /� �(} DATE: �f 0 - S - I, _j 0H.'V y ❑ Contractor "�<wner ❑ Architect Picked up 2 sets of plans and (other) Address: °P- `T tip. S f From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: i PERMIT CLEARK INITIAL: �g OR I D� t � M iami shores Village ��}!,� li �... Building Department 10050 N.E.2nd Avenue Miami 0ores, Florida 33138 FLORA To[: (305) 795.2204 Fax: (305) 756.8972 Permit # Job Name Date -� Building Critique Sheet s — c • SµORfS NORMAN BRUHN , mN e BUILDING OFFICIAL/DIRECTOR F <ORIDp• MIAMI SHORES VILLAGE 10050 N.E. SECOND AVE. MIAMI SHORES. FLORIDA 33138 -2382 Phone: (305) 795 -2204 Fax: (305) 756-8972 HruhnnCui MiamiShores V i I lage.com Plan review is not complete, when all items above are corrected, we will do a complete plan review. p; If any sheets are voided, remove themifrom the plans and replace with new revised sheets and include one set of voided sheets in thei re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Village Building Dea ent 10050 N.E. 2 " A�'enue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: 08 -1980 Job Name: November 14, 2008 Page I of I Building Critique Sheet 1) The product approvals are a poor print and are unreadable. Provide new copies that are complete and readable. 2) The product approvals must be reviewed and signed approved by the designee of record. 3) The product approvals must be marked to show the components to be used for each opening. 4) The product approvals do not match the approved plans. The door 43 is specified as a French door not solid. Door # 1 is shown as two operable leafs but the approval is for single leaf. The windows are specified as single hung not casement. 5) The door product approval does not meet the design wind loads shown on the plans. Plan review is not completc-, when all items above are corrected, we will do a. complete plan review. If any sheets are voided, remove them from the plans and replace with ne. -v revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 oqGa� �� Miami Shores Village Buildin g Department JUL 200 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 By ; ___ Tel: (305) 795.2204 Fag: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple'Titleholder) one # - 2 scl 6 ( Owner's Address /U W City xQ n [ 5 yl.�lS�' _ State Zip a515 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip t 5 b FOLIO / PARCEL # Is Building Historically Designated YES NO '✓ P$Zcmr2 t'V ( 0 ( &Q & e� t`,1G Phone # Contractor's Company Name •�` Contractor's Address L[ to :?> f Aj VJ • �� City 1ti 2 State zi (� Qualifier Name d9M-) f* (Z- Phone # State Certificate or Registration No. e ca 0 S t'� �' (• Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 00 Square / Linear Footage Of Work: Type of Work: Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: n _A a Sutiuuttal Fk Permit Fee $ / CCF $ �• CO /CC Notary $ Training/Education Fee $ ©' Technology Fee $ 1- Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ t� _ 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 WITII 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 C Signature Signature Owner or Age Contractor The foregoing instrument was acknowledged before me this 7 The foregoing instrument was acknowledged before me this day of _� , 20(', by day of 20121P, by , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY ' . '; LESTER L, ALFONOO N � R L ALFONSO my COMI�11 10 # D 12@x1 COMMISSION # DD712057 IRE. to , 20 1 Sign: Sig] i Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: �o< Plans Examiner Engineer Zoning (Revised 07/10(07) .. .• . . • .. .. . . • • . • • • • . . •� F`. • • � •• Miami Shores Villag :Y APPROVED BY DATE •• . , • ... .. ZONING DEPT w ��• ; • ; 0 000 0 ,• BLDG DEPT SUBJECTTO COMPLIANCE WITH ALL FEDERAL V STATE AND COUNTY RULES AND REGULATC "i5 JUL 17 200 _� _. __ ._____. _ ^ s ..o I^ B .'�..... r� V V _ V � 7 'Y? Y 1 -3 7 7 Y 535 Florida .... • . ••• .. . ...... . Sto rm • • • • Panels . ... 110 1- - : .. . .... 14475 N.W. 26 .Avinue .PpjIocka, PL. 685 -9990 685 -9000 • FAX 685 -7511 .... . .. ... .. . . . ....... . ..... % SHUTTER PRODUCT.'AP :R©VAL AUTHORIZATION FORM Building Official e � , Dear Mr. Building fficial: 6 ��l ® re -S / �dl g �1 We are Dade County Notice of Acceptance holder for the 22gauge panels under number 07- 0817.03 This letter authorizes sari � 'V�rV66� NA6pn o use our 22ga. Panels under number 0 - 0817.03 to be used at the following job: Sincerely, i /r Victor . C Enrique Revilla President or Vice- President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. r' <r • • . ..• . . . •.• Al��'r?oo�rporation 1235 SW 87"""Xvenue :Miami, FL 33174 Tel .(3.Q5) 264 -$100 - Fax. (305) 262 -6978 IFC- �p_ You .. . .. . .... Sif6 Specific: Wlhd Loads .. ($aged pn &ta,IppUl d by client) JUL 0 9 2009 . ......... . ....... . 1. Client 2. Job Name D to - K rr 3. Job Address cJ' �t1 !,y � /� S/ M l - . 5 — - -3 /6 4. County A n0 5. Building Height �� ft. (see sketch below) 6. Basic Wind Speed: yf0 mph 7. Wind Standard : ASCE 7 -05, FBC 2007 Edition 8. Roof Slope ° Flat � Slope: Pitch /12 9. Exposure �4 Non Coastal ° Coastal 0 Other (Coastal exposure applies within 1500 ft of ocean line or 50 miles within ocean line for Std. Bldg. Code Chapter 16.) 10. Building :Length J / ft. Width �� i ft. 11. Attach floor plan with shutter / window, sizes and types. (Note: If maximum load used for all openings floor plan is not required) 12. Building Category : 1/t Client Representative IF JUL ARSHAD V➢QAR FLA. P.E. # 38863 EB C.A.N. 43538 Bldg. > 60 ft. Bldg. < 60 ft. .. .. . . . .. .. . . . . . . . . . . . AL- FARObQ tMOPO 'ATION ' -- 07 -09 -2009 CAN (EB) #3538 1235 S.W. 87th,op- - f TUE.: g4jAMj,. V%. 33174 PH; :3Q5 -26$ -8x00- ; ; -.; g . . . S 00 0 CUSTOMER :PRIORITY CONSTRUCTION PROJECT :JOHN URP, 0.0 so . ... . . . . % . WIND LOAD ANALYSIS :' 41;: CCVV CVENT$ AND CLADDING AS PER SPECIFICATI01V'ASCE" 1 " BUILDINGS WITH IMPACT PROTECTION BASIC WIND SPEED V : 146 MPH IMPORTANCE FACTOR I : 1 EXPOSURE CATEGORY : C MEAN ROOF ELEVATION H : 12 FT. TRIBUTARY LOAD AREA A : 10 FT Kh = 0.85 (TABLE 6 -3, PAGE 79) Kd = 0.85 (TABLE 6 -4, PAGE 80) Kzt= 1.0 (TOPOGRAPHIC FACTOR - FIGURE 6 -4, PAGE 45) VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd IV - 2 = 39.43 PSF GCp COEFFICIENTS (FIGURE 6 -11A, PAGE 55) ZONE 4 = +1.00 -1.10 ZONE 5 = +1.00 -1.40 GCpi COEFFICIENTS = + .18 - .18 (FIGURE 6 -5 PAGE 47) DESIGN PRESSURE P = Qh(GCp - GCpi) ZONE 4 = + 46. P SF - 50.5 PSF �NE 5 = + 46.5 PSF - 62.3 PSF JUL 1 3 2009 .... . ..... ...... ... . ..... .... .. ...... . . .... ...... �� 53 W x . . ... . . . ... .. .. % .. . . . . . . . . . . %: _ FLORIDA M IAM I•DADE : • : • : : : : • : • METRO -DAD FLAGLER BUILDIN s BUILDING CODE COMPLIANCE'q ME (IlCrOf . •. • 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL D" : .' • : . • ; • MIAMI, FLORIDA 33130 -1563 • • • • • (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov Florida Storm Panels Inc. • • • • • • • • • • 14475 N.W. 26 0 ` Avenue '. :' :: ::.' :. .. Opa- Locka, Florida 33054 ' .. .. . ....... 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 (AAJ). 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 Fligh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02 -868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bernardo, P.E., dated November 18, 2002, last ievision dated January 02, 2003, signed and sealed by Frank L. Bernardo, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by 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 renews NOA # 02- 1120.02 and consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 07 -0817.03 o , _ Expiration Date: 01123/2013 Approval Date: IVOV2007 Pagel . . . . . . . . . . Florida Storm Panels, Inc. :' :: . . ... . . • • see NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •• . . . • • • • • • • • 1. EVIDENCE SUA.".TEDiNDER PB.RVIQUS APPROVAL #02- 1120.02 A. DRAWINGS 1. Drawing No. 02-q¢8 titled " 22 ga Galvanized Steel Storm Panels ", sheets I • .. 000 •• through 4 of 4, prepdr�d by:F='a:tk:1,. Bennardo, P.E., dated November 18, 2002, last revision dated Jwaty p _1,.J0�3, sk fed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02 -041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02 -007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G. Kurz, P.E. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets I through 26 of 26, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. y A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0817.03 Expiration Date: 01/23/2013 Approval Date: 11/01/2007 E -1 %•• • %.. 13,5' 12 a: t =0.029 �3,y r DUCT �R (LOCATION OPTIONAL) GALVANIZED a • i I • 1 "�" ' r2. 000.1 02,5° WIDTH 0388' PANEL • �' RO S PAN) � o • LL• BBC 1.000' r-- 2,062' r- 33,5' MAX. 0.19,' � 0. (pEI� PANEL S JA 1 03- 03,5' 0b55452 • TO ' TOP M 1312' FF-- -- _ tq 1 1 1312' -{ 1312' �-- I 006Z' M OUNT 0.189' ( Q � ) TYP. SECTIONS • • • • • I • N ' ` TYPE - FRANK L. BENNARDO, P.E. KJA • • • • • • • 0 0.062 I Jam. A 0.090' 'PE0046549 `. ROLL I- 1.,81' 1.,81' I• I.i81 • • I.,SI • 0.062' J- T .�0 ,` TYP 0320 Bari '. 0062' L • • • • • • • • • 0250' TYP 0.500' 0b � �1 >< OPTIONAL 1 /20 WAS)- STIT ED 12500' PANEL COVERAGE I I � - T FFF�� ---- -- F- 1.,81' -�i 1.181 W WITH FA STENED E 6 14.438' PANEL LENGTH OVERL a MIL T APS D AN P • • • • • SPAN TABLE) • • • • • • • BUILD -OUT F' TRACK T� (USE APPROPRIATE �STOFd 1 PANEL • • • • • • • • • 2 HEADER 3 'U' HEADER 4 Sa--- w w ., • ••• • • • • •• • • • • • • • • • m11 • • • • • •• • • OV3ar _ • m W 1 . 1 4 -20 x 3 /a' • • • • • • • ��0• • • 4.000' °i PLAN VIEW �/ 4 ' O S.S. STUD I--- { R0.158• ;; w O u j Q 'V O U 0.,50' T I ' ISga TYP 1000' 1.000' 1.000' _ � - W A _L U R0301' � � o � Q Z = -F MIN I r (t = 00516' 0350' 0 + wXa �/ - Z W 0 X T O1 0.125 AL STEEL. 02( 5 �� rr0050' 0 T �f w �p W �B -c � j � � P L GRADE 50) t 1 ' c� I I n' `r + T -Ta 0 m emstz Z z W %D � T 0.125 J I �,_ _ 1.00' MIN. 1.00' MIN. 1 0250' 1.000' 0.,50' 10 Z W W Z X Ill Z - I 1.500' 0000' MAX 5.000' MAX. 0085' llt--- ---- - - Ill- -- - 0565' 0063' c� �/ \ w tt X Q Z W� TYP. MAX t = 0.015' MIN. TYP + V Q iL LL 6 STUDDED ANGLE n BUILDOUT /CLOSURE ANGLE_ 9 J -PAN CLOSURE WASHERED WI KEYHOLE WASHER HEADER END CAP / z Q Z L ID (ZAMAC 3 ALLOY) 11 GALV. STEEL GRADE 50 12 LT 0' DEEP TYP)CAL ' ~ �• ILI L (USE Is OPTIONAL. REQUIR'D BOTTOM MOUNT (CONAI 'I• ONLY FOR USE WITH T ' R785 TYPE - REO'D7 v �F HEAD ANCVORS a CALK -IN) \ �. Y LL TS0' L LL A TYPICAL MOUNT ELEVATION may\ T a BOTTOM A T1I lL 't � _ LL U 1 m `� 3 R) 1.00 II 18,5' m3TS MIN. 2PJ6I' 5313' -j - 0.093 EDGE DIET. G ENERAL NOTES DD, S' DD I 63 -��- 535 -0063 3 d9 J 1 �` 1 I T 1.93, ! 0063' - 0063' 0.125' 1. THIS SHUTTER SYSTEM HAS BEEN DESIGNED AND 0 -� TOP MOIAIT (CONN LAST PANEL TYPICAL PANEL ABOVE .063' O dt TYPE AS REa'D7 TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN d1 B 00,5 m BEFORE PANEL OBSTRUC:noN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 AND '^ 0 = v 0,063' N 0.125' 0.093' I m OBSTRUCTION OvEm AP OCOLS TAS Z01 FOR LARGE MISSILE IMPACT, TAS 202 PROT ,' 0063 0093 _� -L Z FOR UNIFORM STATIC AIR PRESSURE AND TAS 203 FOR X63 { 0093 -- I _ CYCLIC WIND LOADING. 1.00 5313' - i �� p ' --�4- -0093' O � o e . n TOP 'U' TRACK BOTTOM 'U' TRAGIC x a (� LY 1 2. NO 333% INCREASE IN ALLOWABLE STRESS HAS BEEN TOP 'H' TRACK BOTTOM 'H' TRACK 15 I(' BOTTOM USED IN THE DESIGN OF THE ANCHOR SPACING TABLES. 13 14 w oNrT I a 3. POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE 91?^ i AS RE °D) I Lg � tl N 1 C� w USED WITH THESE DRAWINGS SHALL BE DETERMINED BY rc Z OTHERS ON A JOB- 5PECIFIG 5AS15 IN ACCORDANCE WITH THE 'i = i °' 'MAX I gsT / Z N GOVERNING CODE. WHEN A5CE 1 -98 15 USED TO CALCULATE a O GAF' A v _ PRESSURES FOR USE WITH THIS PRODUCT, THE USE OF A S Z DIRECTIONALITY FACTOR <d =0.85 I5 ALLOWED. w d� I ii -Z0 S.S. SIDEWALK EXISTING 025' --..--II aw R I 70P MOUNT 4. THE SHUTTER SYSTEM DETAILED HEREIN 15 GENERIC OR MACHINE BOLT a WINDOW 025' MAX I S AS REO•D) w } AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. WA5HERED WINGNUT ® MAX DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ANGLE MAY VARY j IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS 24 O.G. TYP - I m O ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO I8 GA. GALv. STEEL PANEL BELOW U I OBSTRUCTION C ID BE USED IN CONJUNCTION WITH THIS DOCUMENT. BENT PLATE (0.0418' BM. THKI AL 2•x2' ANGLE 1'ERL E� 15TING CONCRETE, HOLLOW BOTTOM MOUNT (CONN TYP. PANEL OVERLAP ` t EXISTING STRICTURE TO WITHSTAND ADDITIONAL IMP05FD � C) 'u 5. PERMIT HOLDER 5NALL VERIFY THE ADEQUACY OF THE 6063 -T6 ALUM. 4NGLE OVERLAP 5LOCK OR WOOD FRAMING TYPE AS REQ•D) CID -1 4' MAX. OPTIONAL s-T NED a O STITCH OVERLAPS a MIDSPAN WITH WASHERED WALL MOUNT CLOSURE DETAIL WINGNIUTS FASTENED LOADS. �1 CORNER CLO DETAIL D N.T.S. (USE APPROPRIATE SPAN TABLE) Y( 4 N 6. STORM PANELS SHALL BE 2253a STEEL (GALVANIZED TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION (� r F- THICKNESS t =0.029' MIN) CONFORMING TO ASTM A653, B NTS. ts- {,ik;x i:Yj ".i s `ss g -� STRUCTURAL QUALITY, GRADE 80. C -90 GALV. COATING WITH A a «z . ':, Y{. rr ;,'_-;•;.,• �- MIN. Fy =910 KSI. ALL EXTRUSIONS SHALL BE 6063 -T6 -. :.. ALUMINUM ALLOY, UN.O. OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO 1.5 TIMES 1. PANELS SHALL BE PERMANENTLY LABELED WITH A BUILD -OUT DISTANCE (2001 FBG SECT. 2413.13) 0 � MINIMUM OF ONE MARKING PER PANEL AS FOLLOWS: 025' ALUM. ANGLE ® 025' OR J -PAN CLOSURE IECE 9Q (SEE DETAILS ABOVE). FLORIDA STORM PANELS, INC. rMAX E LEG DIRECTION MAY BE REVERSED. MAX OPA- LOCKA, FLORIDA MIAMI -DADE COUNTY PROD. CONTROL APPROVED BUILD -OUT OR k ^.;, • DISTANCE 0500 ALUM. ANGLE ®OR J - PAN CLOSURE REV1510N5 8. STORM PANELS HAVE BEEN DESIGNED AND TESTED TO OVERLAP THE MAXIMUM SPANS AND LOADS SHOWN ON THESE PIECE CT /SEE DETAILS ABOVE). w1gb LEG DIRECTION MAY BE REVERSED MINIMUM ,��65DY�B9S01 +Y"°'B G I TI N DRAWINGS. REFERENCE CONSTRUCTION TESTING C. FOR DESIGN LOADS EXISTING £ COUNTY ca•vlmNm V))03 ASTENER a 15' O. �� CORPORATION (CTC), OF MIAMI, FL, TEST REPORT No. 02 -041. CONCRETE, 003 FASTENER a 15' O.G. FOR DE516N ESS THAN OR EQUAL TO 81psf (SEE Dal Z EXISTING 1.00 ©, NCHOR SCHEDULE FOR ANY ACCEPTABLE HOLLOW tm LOADS LE55 THAN OR EQUAL TO 10. TOP a BOTTOM DETAILS SHOWN MAY BE CONCRETE. BLOCK OR NO INT HOLLCNll 81psF (SEE ANCHOR SCHEDULE FOR ANCHOR). FOR DESIGN LOADS GREATER WOOD ERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY ANY ACCEPTABLE ANCHOR). FOR THAN 81psf, USE ALUM ANGLE CLOSURE �;C BE MOUNTED HORIZONTALLY WHERE APPLICABLE. EXCEPT BLOCK OR DESIGN LOADS GREATER THAN W PIECE ONLY WITH ANCHORS a 10 O.G. FRAMING )iBSVES�O CA E: 3' FOR MOUNTING- CONDITIONS INCLUDING 'H' OR 'U HEADERS. WOOD B,psF, USE ALUM ANGLE CLOSURE I p D RAWN BY: FRAMING. PIECE ONLY WITH ANCHORS a 10' O.C. E TRAP MOUNT CLOSURE DETAIL II. ALL BOLTS a WASHERS SHALL BE ZINC COATED. E BUILD -OUT MOUNT CLOSURE DETAIL W F N.T.5. DWG •: 02-868-11 8 GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K51. N.T.5. _j 2.00 5HEET: MIN- I �F 4 . . .•. . . . ... % •• • % •• EXISTING CONCRETE. HOLLOW MAXIMUM ALLOWABLE MINIMUM SEPARATION i i i i• s i i i EMBED. BLOCK OR WOOD FRAMING. I' II--�� EMBED SEE ANCHOR SCHED. BASED /J' AN �.) G I°-I E L/ U L E FROM GLASS S C E ®U L E G3 CO!"N C; ION � - M : • • • • • • • • ON TYPE OF STRUCTURE. T I T2 SG LE TANORtRAX C2 CONNECTION TYPE C3 CONNECTION TYPE Span Separation Separation 2.75 W w - 7 � EG MAY BE REFERENCE ANCHOR REFERENCE ANCHOR No Stit Stitch Bol Positive HO L SCHEDULE T3 FOR Load Less (Inches) (inches) • • REVE�sED jC�Wgt.�s� ••�•• SCHEDULE T3 FOR MAX. SPACING BO�t$ At Midspan Load {psf) FRANK L. BENNA E. 0 • .THEp yl . . • • • • MAX SPACING Than: at <= 3{?' at > 30' 1PE0046545 • EQ EQ 0500' I- 500. . . • . . W (psfl L„ (ft) AMAX tft) 6' � 25 10' - - o° 2.75` 1.22" 1 • • • • • 0500' EQ EQ 0250• wF a •.!0.25. e � 30 8 " 1.94 _ T' 10' " ' - 8" 2.75 " LLU wo w o 30 10' -5" 10' -5" • • • • •. 35 10' - 0" 10' - 0" 10 3.00" 3.00" • • • • • • 6' - 0" 2.75" 1.25 q4 TEK SCREW OR • • • • • • �WC ANGL E 40 9' - W 9' - 8" U•-• • • • • • • O�WcOTI� MAY 35 8' - 8" 2.75" 2.10" `" 1 / 4 -20 MACHINE 6 " " 1Y.. a • • • • • • • •>9E REVERSED SCREW a NUT a 16' AS 5WOUN 45 9' - 4" 9' - 5" 10 - 0 3.00' 3.00 W } , 0 O.G. (TYP ALL SIM EXISTI ' G2 CONNECTION TYPE READ GLaSS _ " ' CONNECTIONS J W REFERENCE ANCHOR SEPAR GL A55 ,� 49 8' - 11 " 9 3 6' - Q 2.75 1.29" O W V z L SCHEDULE T3 FOR (SEE T J ' 50 J — 8' - 10" 9 2" 40 8'- 8" 275" 226" .. .) m m Q MAX. SPACING J " Z ? W EXISTING T2 FOR Mae i m 9' - IT 3.00' 3.00" GLAZING a 55 8' - 5 8 - 11" Q Z IL ,n �/ z • --m smm b GLAZINNG G 58 8' - 2" 8' - 10" 6'-0" 2.75" 1.32" Z W W Z X W z REQ'D SEPARATION a = 60 8' - 1" 8' - 9" 111 Q) X 0 Q Z_ m o w 45 8'- W 2.75" 2.41' FROM GLASS w 65 T- 9 8' - 3" " m Z H C Q %5 o w L) a EQ EQ W w 70 T - 6" T 2.92" 2.92" Q W (REF. TABLE T2) W w - 8" w N u 72 T- 4" r- 6" 6' - 0" 2.75" 1.36" m z OPTIONAL BUILDOUT `� 50 0 Q J E Q X 75 T - 2" T - 2" 8' - 10" 2.75" 2.73" Z cn Z m J 0 MOUNTINGS CONFICsURATION5 E " Z 0 N (AT HEADER OR SILL) J 80 6 - 9 6' - 9" 6' - 0" 6' - 0" 60 6' - 0" 2 90 .75" 1.43" (y O 8' - 100 5' - 4" 5 - 4" 1" 2.44" O Ln w m 6' - 0" 2.75. 1.51" 1L U tt I� w j w 0 Q 110 4' - 10" 4' - 10" 70 7' - 6" 2.75 2.24 W O O 120 4!- 6" 4'- 6" 4 v4 -2m x ss. m75 130 4!- 1" 4'- 1" E CONCRETE, G2 CONNECTION TYPE MACHINE SCREW HOLLOW BLOCK REFERENCE ANCHOR s I25' O.G. EMBED. SPAN SCNEPULE NOTES TABLE T2 NOTES OR WOOD SCHEDULE T3 FOR MAX, EXISTING CONCRETE. 0 FRAMING l$EE SPACING HOLLOW BLOCK OR MACHINE SCREW W/ ANC WOOD FRAMING. SEE wINGNUT e125' O.G. I. ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN I. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN SCHEDULE R _ ft5 ANCHOR SC RAMI BASED LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM LOAD TO DETERMINE MINIMUM ALLOWABLE STORM p BASED ON TYPE BUILD -OUT MOUNT SECTION TYPE OF STRUCTURE g �' ,,�7 Q G2 CONNECTION TYPE PANEL SPAN. SCHEDULE 15 ACCEPTABLE FOR USE PANEL SEPARATION FROM GLASS OR DOOR TO BE g 1 Y l� STRUCTURE) G o'er'° ,,-4 WALL MOUNT SECTION REFERENCE ANCHOR WITH POSITIVE LOADS LESS THAN OR EQUAL TO PROTECTED. SCHEDULE IS REQUIRED FOR USE WITH (� 1a 1 NTS. tan a;y �� H ryTS. SCHEDULE T3 FOR MAX NEGATIVE DESIGN LOADS. POSITIVE LOAD5 ONLY. SPACING 2. INTERPOLATION BETWEEN LOADS 15 2. INTERPOLATION BETWEEN LOAD5 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. Lil W Cf) Lu > W Z EXISTING WOOD TRUSSES N - EXISTING CONCRETE. HOLLOW BLOCK a 24' O.G. MAX. GI CONNECTION TYPE EXISTING CONCRETE, HOLLOW OR wooD FRAMING. SEE ANCHOR ANCHORS TO BE AT I25' OR 675' O.G. BLOCK OR WOOD FRAMING. SCHED. BASED ON TYPE OF STRUCTURE. EXTERIOR (REFERENCE ANCHOR SCHEDULE T3 SEE ANCHOR SCHED. BASED FOR MAX SPACING). USE REMOVABLE ON TYPE OF STRUCTURE IS WALL FINISH �s �p _ ANCHORS ONLY E GE \Q �G, j lam. D TA E O Q E CHORDS WE 3)'' B0 2 TTOM B TIDSS ® O O C4 CONNECTION TYPE B LAG SCREWS a EACH TRU5S REFERENCE ANCHOR A (24' O.C. MAX) �-- EMB. SCHEDULE T3 FOR MAX. y SPACING z � w 4'x MIN STEEL TUBE < W ' EMBED 'U' HEADER TO ROLLED STEEL TUBE W/ CENTER � � N � J ^ 025' LAG (AS DESCRIBED ABOVE) a TRUSSES a 0 14 DISTE zw J AX = 02 3 61 TO PLATE a 6' O.G. BETWEEN TRUSSES am 3 w W I- Q W m 0 EXISTING Lmax = 8' -0' (MAX SPAN) REQ'D SEPARATION ,q GLAZING* REO'D SEPARATION EXISTING 0 w EXISTING FROM GLASS _. D1 ° y' FROM GLASS MAX DESIGN LOAD ?60 psF GLAZING GLAZING (REF. TABLE T2) ° r (REF. TABLE T2) --� REQ'D SEPARATION w n ' LL FROM GLASS N = '/4 -20 x 31 4' 5.5. � M K TRU55 MOUNT SECTION (REF. TABLE T2) MACHINE SCREWS w w i Nrs, I ALUM OR GALV STEEL SPACER, x a 125' O.G. _ A5 REQ'D. 5 J X 7, _ EMBED CI COPAIECTION TYPE m N LEG DIR. E `i I ANCHORS TO BE AT 125' OR REVISIONS F MAY BE 015' J t Cr e Z r ANCHOR SCHEDULE T3 FOR DE �EW5 DATE N REVERSED S 0 Q 0 + / MAX. + � � Q w MAX. SPACING!. USE EXISTING CONCRETE. HOLLOW N J REMOVABLE ANCHORS ONLY BLOCK OR WOOD FRAMING. ILU W Q EXISTING t 1 14 -20 x 3 /4' 5.5. MACHINE 6 SEE ANCHOR SGHED. BASED �- HOLLOW BLOCK 5CREW5 a 125' O.G. EM D. ON TYPE OF STRUCTURE. x � SCALE ' = I• OR WOOD ED. C2 CONNECTION TYPE C4 CONNECTION T YKE E = D BY: GL FRAMING. SEE REFERENCE ANCHOR Q REFERENCE ANCHOR J CHE l/ 0 ANCHOR 5C-WED. SCMAX. EXISTING HEDULE T3 FOR SCHEDULE T3 FOR MA BASED ON TYPE MAX. SPACING SPACING DII1Cs `: 02 -868 -I GLAZING OF STRUCTURE U GEILING/FLOOR MOUNT SECTION EXTERIOR WALL FINISH, F' TRAGK/DIRECT MOUNT SECTION OFFSET WALL MOUNT SECTION PROTRUDING FROM SHEET I KT.S. N.TS. L• N.rs. MOUNTING SURFACE 2 or `�' . .... .... OFTIONAL INTERIOR MOUNT INSTALLATION DETAILS • L•X19PhJG eoxcleE�E.:•.•: I-l�. 6 PENETRATION OR EMBED. iGR�6fJ•IE�. t3g5Ep • • EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. ON TYPE OF STRUCTURE. SEE ANCHOR 5CHED. BASED ON TYPE OF STRUCTURE. I n C5 CONNECTION TYPE b H I?EN R • •DULlc•T4FO�R�• • DI •• • • E AN • • f•AX. �PAClI • • • • • Cl CONNECTION T YP HEADER TRACK ISOMETRIC , F Q FRANK L. BE O, PE. NG • • • • • • REFERENCE ANCHOR TpP TlRiACI, .TS. (1) I'x2'x0.092'xl 'PE 0046549 • 0,500'• • • • • m SCHEDULE T4 FOR MAX. ANGLE • END W/ (2) • • • • • SPACING 0 14 SMS TO TRACK w F •• • • • B�• ••• • �— • ••• • • • • 11J • • • • • CLIP LOCKS • • • • • • • • M Q END PANEL • • • • • • • : • • • • I5 _ E FLUSH AGAINST Q TOP TRACK O W Q REQ'D GLASS SEP. Q L11 m u Z EXISTING DT2 FOR MINIMUM)E 1 EXISTING / TOP 'U' TRACK OR V D J z W GLAZING GLAZING W 0 fl Q a (FASTEN TO Z = U Z X w REQ'D GLASS SEP. DIST. I = STRUCTURE PER Z W W Z X W z w = (SEE TABLE T2 FOR MINIMUM) U J i U SECTIONS TO LEFT) W X O Q Z_ m d) JS `n ® OPTIONAL PLASTIC KNOB, III z I' y1 z J w 1L w (L TO EASE PANEL SLIDING = Q Ip z N ib m cn n (NON- STRUCTURAL, SEE N 11( M DETAIL TO LEFT) ` / C I (Q Z EXISTING Z (f� O Q J LL. CONCRETE. - Z Z O ,` U, _i HOLLO OR WOOD (I) HEADER END CAP I'xO30' PERFORATION5 O O '5 3 Q N ® END W/ (2) 1 44 5M5 m Lu FRAMING, SEE 14 17 AT MIDSPAN FOR USE LL U v IO W TO TRACK BAS S TYPE m EDGE WITH REMOVABLE DIST. HANDLE AND /OR of STRUCTURE 0500' w PLASTIC KNOBS EM D G6 CONNECTION TYPE Cl CONNECTION TYPE REFERENCE ANC! -IOR REFERENCE ANCHOR O.lSl5' R SCHEDULE T4 FOR CEILING/FLOOR MOUNT SECTION SCHEDULE T4 FOR MAX.. 0b25' ` SPACING . ��WALL MOUNT SECTION MAX. , TRAP MOUNT TRACK SPACING NTS I I BOT�T TRACK WALL MOUNT TRACKS, N.T.S. •— �— TRACK (FASTEN TO G e p 1 STRUCTURE PER e e A DETAILS M, N 40 V J D EXISTING CONCRETE. HOLLOW 100 BLOCK OR WOOD FRAMING. 0 I I TO LEFT) Q) EXISTING CONCRETE. HOLLOW BLOCK PENETRATION SEE ANCHOR SCHED. BASED 0 � OR EMBED. n n e p p g (�� Q W WOOD FRAMING. SEE ANCHOR ON TYPE OF STRUCTURE. SC � W SGHED. BASED ON TYPE OF STRUCTURE. C5 CONNECTION TYPE •� �" REFERENCE ANCHOR 0 SCHEDULE T4 FOR • Jl (� MAX. SPACING 0250 SILL TRACK ISOMETRIC LEG MAY BE BENT OPTIONAL PLASTIG KNOB R BOTTOM TRACK. N.TS. i TO 30deg MAX 0 reors:me cmr wru uvsoE Mover Par�.s1 > mpV N 1. Approved as coi e ng with �Q � � Flan g C14 V Q I5 o a ° w o Max Deft 2� oo3 0 }._. 1365' m NOAN ® (n 1365' GS CONN TYPE 13 MIw1 We ProdW C404 � p 7�� REF. ANCHOR Dii' &n Z �J � —n W SGHED. t4 FOR 1Ln D ^ f 0 N w MAX. SPACING -� ,� z w z 0- LAST PANEL MOUNTED H REQ'D GLASS SEP. I Q Q 0 ADJACENT PANEL FROM INSIDE OF BLDG (n EXISTING DIST. (SEE TABLE R H'- HEADER Q Q GLAZING REQ'D GLASS T2 FOR MINIMUM) x L w TYP 12S' g TOP, PER TYPICAL ADJACENT 'o = SEP. DIST. EXISTING X �GOVERACsE� DETAIL 'P' OVERLAP PANELi*P'°° Q (SEE TABLE T2 GLAZING Q Q Cl GONN TYPE N FOR MINIMUM) E `"' �•9 REF. ANCHOR 5CHED. J "t ( 3 q;q %a O / �oQ17.o3 T4 FOR MAX. SPACING w Z I I I X38 . " 1365' N f I6 ` W 1365' EXISTING J ° ;''a s m CONCRETE. w Q 4vq•"�',ctt;.�3 >t _ (' HOLLOW BLOCK a , (2) I ra -20 5.5. OR WOOD O — I OPTION A : (3) -V p STITCH BOLTS REVISIONS Q w ELCO PANELMATES 6 ' MAX � • FRAMING. SEE I I I W/ WINGNUTS ( DESCRIPTION DATE ~` AT BOTTOM OF TYPICAL LEG MAY BE BENT ANCHOR SCHED. ouNrr caroMENrs V2103 R EACH SIDE OF OPTION B : l2I Ira' 'ELCO !() O TO 30dee MAX BASED ON TYPE ADJACENT PANEL 0 LAST PANEL /ST OF STRUCTURE EMBED. .'MAX I PANELMATES AT 807701 1 TYPICAL OF ADJACENT PANELS FASTEN EACH PANEL ADJACENT TO LAST SCALE: I' CU .) PANEL a BOTTOM W/ (2) ELCO PANELMATES OAT. A : 2'x2' MAX NOTCH IN OPT. B (I) Ira -20 POWERS Y a (1) POWERS CALK -IN. ALTERNATIVELY, LAST PANEL AROUND WINGNUT CALK -IN, CLOSEST TO LAST ��HEADER/SILL MOUNT SECTION USE (3) PANELMATES AND NOTCH BOTTOM PANEL (NO NOTCH REQ'D) tlKINT L=T /18/0 1 1 DIRECT WALL MOUNT SECTION CORNERS OF LAST PANEL TO FIT OVER S DIRECT WALL MOUNT EXTERIOR ELEVATION DW3 „: 02-568-111 TRAP MOUNT TRACKS ON AW.LE, N.TS. BOTTOM DIRECT WALL MOUNT INNERMOST ANCHORS. B01TOM DIRECT WALL MOUNT SNE E T: (REF. DETAIL'S'). N.TS. (REF. DETAIL 'P'), KT.S. E 4 /�N CNOR SPACING SCE • � �•� ANCHOR 5ACIN SCHEDULE ANCHOR SPACING SCHEDULE D •� ' � • •••• P C� • T3 • • ` ••• ` • • T � (INSIDE MOUNT PANELS, WALL MOUNT) T� (INSIDE MOUNT PANELS, TRAP MOUNT) 2 E DISTANCE 2.5" EDGE DIST. 20" EDGE DISTANCE SPANS UP SPANS UP SPANS UP SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO o 5.50 ft 8.67 ft 10.67 ft 5.50 ft 8.67 ft • TCt,•• • •.• TO . TO 5.50 ft 8.67 ft ca ANCHOR LOAD : : C04NJl% •• • : d•OWTYPE CONN TYPE cc 0 ANCHOR LOAD CONN TYPE CONN TYPE N ANCHOR LOAD CONN TYPE CONN TYPE � FRANK L. 4C6s49a4ARO0 P E w ca (pS cl i aC� CA C7: 'o F2 i C3 C4 C1 C2 C3 C4 w w (psf) C5 C6 C5 C6 w V) (psf) C7 C8 C7 C8 114" 1 -314" EMBED 39 12. 6.0" 16.0' .0" 1 12.5" 16.0' 16.0" 16.0" 12.5" 16.0" 11.9" 13.5" 1/4" x 1 -3/4" EMBED 39 16.0" 16.0" 16.0" 16.0" 1/4"x 1 -3/4" EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.6" 13.3" 12.5" 16.0" 8.4" 10.7" ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" ELCO TAPCON 45 16.0" 13.2" 11.8" 8.4" (MIN 3320 PSI CONC) 58 12.5" •16.0' 4 6. 09 1 ra.0" I&S' 160' 8.9" 11.1" 12.5' 16.0 8.0" 10.3" (MIN 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0" (MIN 3320 PSI CONC) 55 15.2" 10.8" 9.6" 6.9" Tcap (lb) = 483.00 72 12.5 * .164 - 6332143: 'IsLF 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" Tcap Qb) = 483.00 65 14.2" 16.0" 6.0" 16.0" Tcap Ob) = 386.40 65 12.9" 9.2" 8.5" 6.0" W Vcap (lb) = 475.00 130 12.5" ZI :B.d" :101 Of 162Y" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" Vcap Qb) = 475.00 72 11.0" 16.0" 6.0" 16.0" Vcap (lb) = 380.00 72 11.6" 8.3" 8.5" 6.0" � � \0 r o w 114"x7/8" EMBED 39 12.5 16. 6. 16.0 1 .0" 15.2" 15.0" 12.5" 16.0" 10.6" 12.1" w 1/4 "x7 /8" EMBED 39 16.0" 16.0" 14.8" 16.0" w 1/4 "x7 /8" EMBED 39 16.0" 16.0" 15.2" 10.8" c 0 U F_ ALL- POINTS SOLID -SET 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 102' 11.8" 12.5" 16.0" 7.5" 9.5" w ALL - POINTS SOLID -SET 45 16.0" 16.0" 10.1" 16.0" w ALL- POINTS SOLID -SET 45 16.0" 14.7" 13.2" 9.3" Q W U z U LEAD SHIELD ANCHOR * 58 12.5' 16A" 16.0" 16.0" 12.5" 16.0" 7.9" 9.9" 12.5" 16.0" 7.1" 9.2" U LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" U LEAD SHIELD ANCHOR * 55 16.0" 12.0" 10.8" 7.6" Z = m [Y z0 Tcap (lb) = 428 72 12.5" 16.0" 11.5" 12.7" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" z0 Tcap Ob) = 428 65 12.6" 16.0" 5.3" 16.0" Oz Tcap Qb) = 428 65 14.4" 10.2" 9.5" 6.7" Q '`J = Z z c3 V cap (lb) = 429 1 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" U Vcap Ob) = 429 72 9.8" 16.0" 5Z' 16.0" U Vcap (lb) = 429 72 13.0' 9.2' 9.5 6.7' Z W w W z 114" x 2" EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 13.3" 15.7" 12.5" 16.0" 9.2" 12.6" 1/4" x 2" EMBED 39 16.0" 16.0" 12.9" 16.0" 1/4" x 2" EMBED 39 16.0" 11.6" 10.3" 7 � X O Q Z m ELCO PANELMATE 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 65" 9.9" ELCO PANELMATE 45 16.0" 16.0" 8.8" 16.0" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" U_ (MIN 3350 PSI CONC) * 58 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 6.9" 10.4" 12.5" 16.0" 6.2" 9.6" (MIN 3350 PSI CONC) * 55 16.0" 16.0" 5.8" 16.0" (MIN 3350 PSI CONC) * 55 11.5" 8.2" 7.3" 5.2" Q Q Z Tcap (lb) = 372.00 72 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 62' 9.6" 12.5" 16.0" 6.2" 9.6" Tcap Ob) = 372.00 65 11.0" 16.0" 4.6" 16.0" Tcap OB) = 297.60 65 9.7" 7.0" 6.4" 4.6" Vcap (lb) = 565.00 130 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" 1 Vcap (lb) = 565.00. 72 1 8.5" 16.0" 1 4.6" 16.0" 1 Vcap (lb) = 282.50 72 8.8" 6.3" 6.4" 4.6" v Z 0 U 6, Z Z cn 114"x 1 -114" EMBED 39 12.5" 16.0" 16.0" 15.8" 12.5" .155" 7.8" 9.9" 12.5" 12.6" 5.4" 7.9" 1/4" x 1 -114" EMBED 39 16.0" 16.0" 7.5" 15.5 1/4 1 -1/4" EMBED 39 12.6" 8.2" 8.0" 52" Q d Q �p 3 Q ELCO TAPCON 49 12.5" 16.0" 12.7" 12.5" 6.25" 12.3" 5.2" 7.7" 6.25" 10.0" 3.8" 6.2" ELCO TAPCON 45 16.0" 16.0" 5.2" 13.4" ELCO TAPCON 45 10.9" 7.1" 6.9" 4.5" U_ U tt in Ln 3 w 58 125" 16.0" 8.7" 10.5" 6.25" 10.4" 4.0" 6.5" 6.25" 9.7" 3.6" 6.0" 55 11.0" 16.0" 34' 11.0" 55 8.9" 5.8" 5.7" 3.7" v Tcap Ob) = 218.00 72 12.5" 13.2" 5.9" 8.3" 6.25' 97" 3.6" 6.0" 6.25" 9.7" 3.6" 6.9' U Tcap Ob) = 218.00 65 6.4" 14.6" 9.7" U Tcap (lb) = 174.00 65 7.5" 4.9" 5.0" 3.3" O Vcap (lb) = 398.00 130 6.25" 9.7" . 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" O Vcap Ob) = 398.00 72 5.0" 13.2" 9.7" Vcap Ob) = 318.00 72 6.8" 4.5" 5.0" 3.3" m 1/4 "x7 /8" EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.8" 8Z' m 114 "x7 /8" EMBED 39 16.0" 16.0" 12.4" 16.0" 1/4 "x7 /8" EMBED 39 16.0" 12Z' 10.4" 7.8" z ALL - POINTS SOLID -SET 49 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 8.5" 8.2" 12.5" 16.0" 6.2" 6.6" z ALL - POINTS SOLID -SET 45 16.0" 16.0" 8.5" 16.0" z ALL - POINTS SOLID -SET 45 14.2" 10.7" 9.0" 6.8" U O LEAD SHIELD ANCHOR * 58 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" O LEAD SHIELD ANCHOR 55 16.0" 16.0" 5.5" 16.0" LEAD SHIELD ANCHOR * 55 11.7" 8.7 7.4" 5.5" z � Tcap (lb) = 358 72 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" � Tcap Qb) = 358 65 10.5" 16.0" 4.4" 15.9" Tcap Ob) = 358 65 9.9" 7.4" 6.5" 4.9" - O Vcap (lb) = 249 130 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" O Vcap (lb) = 249 72 8.2" 16.0" 4.4" 15.9" O Vcap (lb) = 249 72 8.9" 6.7" 6.5" 4.9" � 1/4" x 1 -1/4" EMBED 39 12.5" 16.0" 16.0" 12.2" 12.5" 14.5" 7.3" 7.7" 6.25" 11.8" 5.1" 6.2" - 1/4" x 1 -1/4" EMBED 39 16.0" 16.0" 7.1" 14.5" JO 114" 1 -1/4" EMBED 39 11.2" 8.0" 7.1" 5.1" z ELCO PANELMATE 49 12.5" 16.0" 11.9" 9.7" 6.25" 11.6" 4.9" 6.0" 6.25" 9.4" 3.6" 4.9" Oz ELCO PANELMATE 45 16.0" 16.0" 4.8" 12.6" m ELCO PANELMATE 45 9.7" 6.9" 62" 4.4" J * 58 12.5" 15.4" 8.2" 8.1" 6.25" 9.8" 3.8" 5.1" 6.25" 9.1 " 3.4" 4.7" * 55 10.3" 16.0" 32' 10.3" * 55 7.9" 5.6" 5.0" 3.6" al w Cpl W Tcap (lb) = 204.75 72 6.25' 12.4" 5.5" 6.5" . 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" Tcap (lb) = 204.75 65 6.0" 13.7 9 1" Tcap (lb) = 201.50 65 6.7" 4.8" 4.4" 3.2" z > W z Vcap (lb) = 233.50 130 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 1 Vcap (lb) = 233.50 72 4.7" 12-4 W 9.1" Vcap Ob) = 198.50 72 6.1" 4Z' 4.4" 3.2" N q Z 0.75" EDGE DISTANCE 0.75" EDGE DISTANCE 0.75" EDGE DISTANCE S L 0- 1/4" x 2" THREAD 39 12.5" 16.0" 16.0" 7.5" 12.5" 16.0' 12.8" 4.8" 12.5" 16.0" 8.9" 3.9 1/4" x 2" THREAD 39 16.0" 16.0" 12.4' 16.0' 114"x 2" THREAD 39 7.5" 6.5' 4.8" 42" J " " " " 5.7 4.1 3.6 PENETR. LAG SCREW 49 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0" 6.3" 3.1" PENETR. LAG SCREW 45 16.0" 16.0" 8.5" 16.0" PENETR. LAG SCREW 45 6.5 CV �/ q 5 58 12.5" 16.0" 14.4" 5.1" 12.5" 16.0" 6.6" 3.2" 12.5" 16.0" 6.0" 55 16.0" 16.0" 5.6" 16.0" 55 5.3" 4.6" 3.4" ® kj i- Tcap (lb) = 359.53 72 12.5" 16.0" 9.6" 4.1" 12.5" 16,0" 6.0" 'D 12.5" 16.0" 6.0" Tcap (lb) = 359.53 65 10.6" 16.0" 4.4" 16.0" Tcap (lb) = 359.53 65 4.5" 3.9" (s) Vcap (lb) = 82.97 130 12.5" 16.0" 6.0" Fill 12.5" 16.0" 6.0" 12.5" 16.0" 6.0" Vcap (lb) = 82.97 72 8.2" 16.0" 4.4" 16.0" Vcap (lb) = 82.97 72 4.1" 3.6' Z ® '6 #14 x 1 -1/2" THREAD 39 125" 16.0" 16.0" 7.7" 12.5" 16.0" 8.3" 4.8" 12.5" 13.5" 5.8" 3.9" #14 x 1 -1/2" THREAD 39 16.0" 16.0" 8.1" 16.0" #14 x 1 -1/2" THREAD 39 7.7" 6.2" 4.9" 3.9" 1 m w O PENETR. WOOD SCREW 49 12.5" 16.0" 13.6" 6.1" 12.5" 13.2" 5.6" 3.8" 6.25" 10.7" 4.1" 3.1" ❑ PENETR. WOOD SCREW 45 16.0" 16.0" 5.5" 14.4" 0 PENETR. WOOD SCREW 45 6.6" 5.4" 42" 3.4 g� 1 w 0 58 12.5' 16.0" 9Z' 5.1" 6.25" 112" 4Z' 3.2" 6.25" 10.4" 3.9" 0 55 11.8" 16.0" 3.6" 11.9' O 55 5.4" 4.4" 3.4" Tcap Qb) = 234.00 72 12.5" 14.2" 6.3" 4.1" 6.25" 10.4" . 3.9" 625" 10.4" 3.9" 'S Tcap (lb) = 234.00 65 6.9" 15.7" 10.4" Tcap (lb) = 234.00 65 4.6" 3.7" 3.0" _ - t 0 Vcap (lb) = 96.74 130 6.25" 10.4" 3.9" 6.25" 10.4" 3.9" 6.25" 10.4" 3.9" Vcap (lb) = 96.74 72 5.3" 14.2" 10.4" Vcap Q b) = 96.74 72 4.1" 3.3" 3.0" 1 1 7/16" x 5/8" EMBED 39 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 8.1" 12.5" 13.4" 5.7" 6.6" 7/16" x 5/8" EMBED 39 16.0" 16.0" 8.0" 16.0" 7116" x 5/8" EMBED 39 13.0" 9.2" 8.2" 5.8" BRASS BUSHING & 49 12.5" 16.0" 13.5" 10.3" 12.5" 13.1" 5.5" 6.4" 6.25" 10.6" 4.0" 5.2" BRASS BUSHING & 45 16.0" 16.0" 55" 14.2" BRASS BUSHING & 45 11.2" 8.0" 7.1" 5.1" 1/4 -20 SCREW * 58 12.5' 16.0" 9.2" 8.7" 6.25" 11.1" 4.3" 5.4" 6.25" 10.3" 3.8" 5.0" 1/4-20 SCREW * 55 11.7" 16.0" 3.6" 11.7" 114 -20 SCREW * 55 9.2" 6.5' S.8" 4.1" Tcap (lb) = 231.50 72 12.5" 14.0" 6.2" 6.9" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" Tcap (lb) = 231.50 65 6.8" 15.5 10.3" Tcap (lb) = 231.50 65 7.8" 5.5" 5.1" 3.7" Vcap (lb) = 232.50 130 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" 6.25' 10.3" 3.8" 5.0" Vcap (lb) = 232.50 72 1 5.3" 14.0" 10.3" I Vcap (lb) = 232.50 72 1 7.0" 5.0" 5.1" 3.7" ANCHOR NOTES DE SCRIPTION I TION DATE I. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL Co. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING-, FASTENER SHALL BE LOCATED IN CENTER Ap mva 29 £'89.'a P1 W11h @`hC Cawm Cav+eNM W103 5PAN5 FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). OF NOMINAL 2' X 4' (MIN.J WOOD STUD ( EDGE D15TANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD �Ei 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL a ANCHOR TYPE, SELECT DE51GN SHALL BE 'SOUTHERN PINE' G =055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX �� 3 LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR HEAD. EQUAL TO SHUTTER SPAN. 'l. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. I OAA O �'@ • 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (5EE MOUNTING DETAILS ON 8. MACHINE SCREWS SHALL HAVE MINIMUM OF'1 ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE 10 SHEETS 2 a 3 FOR IDENTIFICATION OF CONNECTION TYPE). EITHER A PAN HEAD, TW55 HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. D Y: 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 1 1 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. + B 5. WHEN EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT 10. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. " t: 8/02 FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS w DWG 0 -868 -111 � ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ';Z-0 4„,� -O C& SHEET: of OF �'M' J4r'y3 ........... . . . . . . . . • Goo Sunshine Windows • .. Manufacturing, Inc. • • • • • • • • ty i 1745 W. 33rd Picas • • • • Wolook FloMo 33012 Ph: (305)W4-9952 • • • • • • Fu=(305)828-51 18 •• • • • • • ••• •• SERIES "2001" ALUMINUM FRENCH DOOR IMPACT RESISTANT NOA 02= 1104 o03 d r" 4 �"'O - - - - -- 0 f A �. j �I- o a 2 8 ExPe Ma .08 0Q '�.... r ,_ • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • MIAMI DAQE M1Ahfl DADS COUNTY, FLORIDA ® • • • • METRO -DARE FLAGLER BUII DING BUILDING CODE COMPLIANCE OFTIVE (PCCOj ; . ; : • • 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION • • • • ; • .' ' .' ' •' MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX,(305) 375-2908 NOTICE OF ACCEPTANCE,, (NOA► ) .. ... .. Sunshine Windows Manufacturing, ]LqC.:: :::....' 1745 W. 33 Place Hialeah, Florida 33012 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 2001 Aluminum French Door Impact Resistant. APPROVAL DOCUMENT: Drawing No. FDI -1, titled "Series 2001 Aluminum French Door Impact Resistant ", sheets 1 through 3 of 3, prepared by the manufacturer, dated 09/16/02 with no revisions signed and sealed by F. . Hernandez, 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 Diivision. MISSILE IMPACT RATING: Large and Small Missile Impact / LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official.. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Can ' Font, P.E. NOA No 02- 1104.03�f 6� Expiration Date: May 08, 2008 Approval Date: May 08, 2003 �� Page 1 ag Al - Sunshine Windows Manufacturing, Inc. 1748 W. 33rd Pkhn t9WAft FW& 33012 Ph: (305)304 -9952 Fax:(308)828 -8118 SIl txjuE G WI�11D4W (LARGE, SMALL AND NONE MISSILE IMPACT.) NOAo 02= 0212.02 EXP. 04 • M I A M I•DADB MIAMI -DADE COUNTY. FLORIDA _ METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 1J0 IYEST FLAGLER STREET, SUITE 1603 =PRODUCT CONTROL DIVISION M1AMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375.2903 NOTICE OF ACCEPTANCE (NOA) Sunshine Windows MFG., Inc. 1745 West 33` Place Hialeah, FL 33012 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 11 2000" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. SH98 -04, titled "Series 2000 Aluminum Single Hung Window ", sheets I through 5, prepared, signed and sealed by Francisco Hernandez, P.E., dated 3/25/99, bearing the Miami - Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Di*sion. I/ / MISSILE IMPACT RATING: Large, Small and None Missile Impact LABELING: Each unit shall Bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall. be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 00- 0403.07 and, consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02 -0212.02 o Expiration Date: April 22, 2007 Approval Date: March 21, 2002 Page I FORA 44 .3� TOTE #1 THIS SHEET FOR AD DM AL.4 F �t REPER :TO SEC ON SHEETS Sunshine WI 2 OF 3.ANd 3 0 3. ndows 61 1 12 " 6" 12 ) 3 • • DESIGN PRESSURES IN PSF Manufacturing, Inc. " MAX D . . • • . • • • • MA 13 1745 W. 33rd Place .. .......... p • • • • • • • • • • • Waleoll. Florida 33012 .. .... DOOR a'x. 51 1a • •• LEAF DOOR W/0 SIDELITE •• •• ••• WIDTH HEIGHT POS. NEG. P4 " 3' - 0 " 70.0 70.0 26 1/8 26 8" 26 1 8 N N MAX. DAYUGHT MAX. DAYUGHT MAX. DAYLIGHT 8 1 - 0 31 •� `j '' a • r_ W N 2 —6 70.0 70.0 w kn o r7 Eroig A B � E,ts 3 —0 70.0 70.0 2 � o c L l 6 ' -8" tn ��d 0 W 2' -6 70.0 70.0 o STRIKE 1 Z A o o o rn A PLATES In ° REV. NOTES: 18 18 1. ANCHOR OPTIONS ` 1/4 ELCO TAPCONS WITH 1 1/2 MIN. EMBEDMENT INTO C �* CONCRETE BLOCK OR 114 S.M.S. WITH 1 1/2 MIN. EMBEDMENT INTO 2BY WOOD 'BUCK OR #14 S.M.S. X 1 1/2" IN METAL N 2. FLUSH BOLTS. ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN ORDER TO ACHIEVE DESIGN PRESSURES ABOVE 3. GLAZING. 5/16" OVERALL LAMINATED GLASS MADE UP TWO LITES OF 1/8" r ° HEAT STIR. GLASS WITH A 0.090" INNER LAYER FILM SAFLEX- KEEPSAFE MAXIMUM BY SOLURA INC. N.OA J01- 0205.02 12" 6" 12" GLAZING PENETRATION 0.533" - 6 . MAX MAX 13 MAX MAX 13 4. COLONIAL MUNTINS CAN BE APPLIED. „ " 5. FRAME CORNERS CONSIST OF BUTT JOINTS FASTENED WITH DOOR WD DOOR WIDTH (2) 110 X 1" PAN HEAD SHEET METAL SCREWS. Draw R 6. SEALANT AROUND PERIMETER OF DEAD BOLT, HANDLE, STRIKE PLATES, FLUSH BOLTS, FRAME, PANEL, ETC. oate: -16 -02 Seale: NTS ELEVATIONS F R�vialon: Approved as complying wltb the DRAWING f80. Florida l�8g" C ' ois 3 FD1- 1 P`Alanii Dade • dUCt t:ontn g Division Z 3, SHEET �a�iaSCO H uwnEZ : 1 OF 3 t1 PE: # 513 • • ••• • • • ••• ARIA4 & FR • • 0 S • D THE REST 1bT un Ybr rruuu euuK by uintna SHALL WITHSTAND ALL GLAZING SYSTEM o � 2 O;CC. I+ZA)t. & �fdCH OF�TjONS SEE LOADS MP FOR ALL WOOD BUCKS) " Sunshine Windows N TE 8M SHEEP 1 OF 3' (TYP OR DOOR JAMBS) Manufacturing, Inc. v • • • • • . • • • • • •• 1743 W. 33rd Place • • • • • • • • • • • • • • • HWeqK Me& 321012 s • • • • • ••• • • • • • • • • • • • • • • 1 ° (308)384 -9012 1 12 Fa 90 • • • • • • • • " ° Fax• 303 —8118 v . •. .•• .. 4 v°` CMU WALL 5 . 0 0 0 .....1� 5 w ° - S .a V � ;7 .J CM o° CPO N A . rn • It ,�. ,,:.. Y •. ya, O .i..,�t t ° ANCHORS 06 FROM CORNERS AND THE REST 1/4' SHIM MAX. v 012' O.C. MAX. FOR ANCHOR OPTIONS SEE NOTE #1 ON SHEET 1 OF 3 aj (TYP FOR DOOR JAMBS) ° 11 12 17 5 S 3 10 10 3 7 3 10 10 3 S • , 13 13 • . • o */ •: :.' �' Drawn e,, RF Date: 9 -16 -02 saole: 2e� g REV r •_ + RevMan: DRAWING NO. Approved as compl the FD I -- Date 0 5 W10.3 0.3 HORIZONTAL SECTIONS IN SHEEP tiaai Dade SHEET Coact Division 0 �FRANC15C0 HERNANDQ • I • • • • • • • • • • g ; ITEM # PART # REQD. DESCRIPTION MATERIAL Sunshine Windows 1 SW -38 1 FRENCH DOOR HEAD 6063 —T6 Manufactmn9, Inc. : SH4L OO R_2QY �+OQD�I� QShIERS 2 SW -39 4 FRENCH DOOR TOP AND BOTTOM RAIL 6063 —T6 ( W . 33rd PhM •'L(M (TYP AR ALi. WOOS BUC 3 SW -36 4 FRENCH DOOR VERTICAL STILE 6063 —T6 Fax:(WS )M -sUe _ 4 SW -37 2 FRENCH DOOR JAMB 6063 —T6 s 5 SW -40928 (4 ") 1 PER ANCHOR FLAT FILL COVER 6063 —T5 do 6 SW -40 1 FRENCH DOOR SILL (MILL FINISH) 6063 —T6 a rn 7 SW -47 1 FRENCH DOOR ADAPTER 6063 —T5 = 8 SW -3332 AS REQ'D FlN PILE WEATHER STRIP (VYNIL BULB) POLYPROPYLENE t gi I rn m .r 1 \ 9 SW -57 3 PER LEAF 8" BUTT HINGE 6063 T5 w O 10 SILICONE AS REQ'D DC 995 /PECORA 895. SILICONE o �� In 11 SW —L1 1 LOCK (LATCH) METAL W� -a YALE NEW TRADITIONS' 800 SERIES DEAD BOLT METAL 8 5 14 12 SW -1-2 1 LOCK, KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR 2 13 SW —FB 2 PER LEAF SERIES 2510 CONCEALED FLUSH BOLT BY REGENT METAL 14 SCREWS AS —REQ'D # 10 •X 1" SMS 15 15 SCREWS AS —REQ'D # 10 X 1 1/2 SMS 10 16 SW -30 AS —REQ'D APPLIED PERIMETER TRIM 6063 —T5 17 SCREWS AS —REQ'D # 8 X 1/2" SMS IMPACT GLASS. FOR INFO REFER 18 SW —H 1 SURFACE MOUNT HANDLE METAL TO NOTE 03 ON SHEET 1 OF 3 10 • 2 • ■ O STRUCTURAL SILICONE DOW CORNING OR SIMILAR m ~ V 15 e$ 5.00 " 4.00" I 4.375 2 - S 14 6 1O FD HEAD (SW -38) O FD TOP & BOTTOM RAIL (SW -39) O FD VERTICAL STILE (SW -36) 0 a ao a .078" 2 9.4 o Q R 5:00' 3.50" I 1.908" � 9-16 -02 _ o : a �` ca `a •1 Scale: 1 2 " =1 " O FD JAMB (SW -37) 5O FD FLAT FILL COVER (SW- 409280) OFD HINGE (SW -57)' 0 RvAdon: ANCHORS 06" FROM CORNERS AND THE REST • ®12" O.C. MAX. FOR ANCHOR OPTIONS SEE � .687" NOTE 1 ON SHEET 1 j F 3 (TYP OR DOOR JAMBS Approved as complying With die " D INa 1 Florida Bu mate 05 ULC 0 NOS# - 5. 00 " ^ .062 Miauai Bade P uct Comwd (� - SHEET l: VERTICAL SECTIONS Divis6O° 6 FD SILL (SW -40) FD ADAPTER(SW -47) 3 01= 3 :, .. Shine ASS F 14 w.33m Pio :_. r. .. 1yy1 51619. ' • DESIGN PAZISSURB C M RT - PSF ' " "a ' sz t a11a SERIES -2000 ALUNMiUM 8lNM B HM(; WINDOW HURMCAMPROTEMON IS REQUIItBD H HEAD ANCHORS, SEE CHART ANCHOR LIG T DLR Y M®IUM DUTY p ' WINDOW SCEIBDiJI� (W/ STEBI• REINFOR IVlI I'1� 9 A 21 " MAX.. sm MAX. a; .` DIIVI MON 3/16' TAPOONS 3116'- ANNHAi� GLASS 3AW- ANNEAL cuss IN-ANN GLASS � � �`�• DMnAM GLASS GL 6' ANN AM SAW TAPOONS IW TAPOONS 3/16' TAPOONS 1M. TAPCDN3 1/4' TAPOONS UCTCO *SI PERJAm, i ii 1 .2 n WIDTH HEIGHT EXT. INT. EXT. INT. EXT. INT. EXT. INT. M. INT. EXT. INT. EM INT. j oNa to 1/6• 2 60.7 67.5 60.7 122.5 98.0 122.5 .98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8- _;;____�___;�_________ v - -- - - - - -- -- �j--- - - - - -- 26 1/2' 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 / ;, 2• 26• 3 � w .I /' c"nr� 37': 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 1225 98.0 184.8 to B x: 83 .1/e• ;:' 4 60.7 67.5 60.7 88.7 98.0 113.1 98.0 122.5 98.0 113.1 98.0. 1225 98.0 184.8 o W ' 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 1225 98.0 122.5 98.0 122.5 98.0 184.8 p v 2d t/2' : _ 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 1225 98.0 122.5 98.0 1225 98.0 184.8 3 _ `g. : 3 soa 67.5 60.7. 108.8 98.0 120.3 98.0 122.5 98.0 120.3 98.0. 122.5 98.0 184.8 s 1/6• . ; 4 60.7 64.8 60.7 64.8 90.6 • 90.6 97.1 97.1 90.6 9d.6 _98.0 122.5 98.0 144.3 " " � ii ii n it ' to.t/B' . :4 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98'.0 1225 98.0 1225 98.0 184.8 2s`a/2• 6 s' 2 4 60.7 67.5 60.7 119.1 98.0 119.1 98.0 122.5 R8.0 119.1 98.0 1225 98.0 184.8 24 MAX. • ' 37•. _° ` 3 60.7 67.5 60.7 94.7 98.0 99.2 98.0 122.5 98.0 99.2 98.0 122.5 98.0 184.8 { s3;.t/e' . 52.6 52.6 53.2 53.2 79.8. 79.8 79.8 79.8 83.8 83.8 95.5 95.5 98.0 118.5 , 0 I/W 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 WINDOW WIDTH 26 1/Y 2 5 60.7 67.5 60.7 111.9 98.0 111.9 98.0 122.5 98.0 111.9 98.0 122.5 98.0 184.8 SILL ANCHORS SEE CHART N 63 3T.. 3 60.7 61.5 60.7 89.5 89.6 89.6 98.0 111.6 89.6 89.6 98.0 111.6 98.0 168.3 >; si .1/6 8 4. 41.3 119 .2 98.0 1225 98.0 184.8 41.3 46.7 46.7 70.0 70.0 70.0 70.0 74.9 74.9 74.9 74.9 98.0 104 TYPICAL ELEVATION 1 OVER 1 _ 111,1/6 .; FALSE MUNTINS . (SURFACE APPLIED) 2 60.7 67.5 60.7 119.2 98.0 119.2 98.0 122.5 98.0 MAY BE USED 2id 1/2 7'4 t j4• 2 5 60.7 67.5 60.7 , 91.2 91.2 91.2 98.0 1225 91.2 91.2 98.0 1225 98.0 184.8 PRODUCT' RERENEWED i 3T 3 51.4-1.51.4 60.7 .71.5 71.5 71.5 93.3 93.3 71.5 71.5 93.3 93.3 98.0 140.8 _ r ACCEPTANCE NO. 0 Z= 6 L 1 Z+O ?+ OF A °PROVED AS WGIPLYING IYITN THE E7O'IRATlO> ATE h LO Drown Or J BASED ON UTL- -16143 DAM 7 -12-44 BASED ON HR- -16175 OMU6 -12 -Y4 BASED ON UTL -16176 DAM 7 -12 -84 SOUTH FLORIDA BUILDING CODE ?EST SIZE- 63 1/8" X 63 (1 OVER 1) 7EST SIZE- 63 1/6' X 63' (1 OVER 1) TEST SIZE- 53 1 /8• x 6Y (i Mo 1) Dots 3 -25 -99 TEST Lama- + -70.0 PSF TEST LAMS= +10053..0 1 EST 0 PSF T LOADS- +133.0 1 0 PsF DA 0 ° S�alx • ` DE51pi LARDS + 40.7 - 46.7 PSF LAMS +704 70.0 PSF DES1GLi LOADS +93.0 - 104.0 PSF PROD '� 1 ' WATER VOILTNUM TEST- 9.1 PSF WATER [NfILTRATION TEST- 14.7 PSF WATER lJf1LiRA710N TEST- 14.7 PSF BY• BUIL DIN<3 CODE COMP ly42VCE OFFICE TESIED CLASS- DSB ANNEALED TESTED GLASS- 3/16' ANNEALED TESTED GLASS- 3/16 AMALED PROD C IN1, DIVISION _ - - t t BUi DE COMPLIANCE OFFICE AccEprANcE no. 60 0403. Revteiau ,g 1x+rwrBrG No. ` • k.. ' SH98 04 S ZS R/W -mod FCi sco HERwwnEZ SHE �z ;. FL PE#'$1393 d Std lA *M DESIGN PRESSURE CHART -PSF 0 d 3 :;' ' ' 3S -2000 ALU aNLlM SINGLE HUNG' WRMW t 1/ TEMPERED ->ftt8 • w� �F .�. R � � HEAD ANCHORS SEE .CHART : r7 of t FOR UCW, IMIUM AND FIRAVY DUTY i tVii WOWS d WENDOW, ANCHOR A 14 MAX. ' DIlVIDNSION SCHEDULE $URRICANB PROTE�Cl'ION IS REQTJIIiBD 6' p o , STANDARD SILL 3" HICIH SILL wa PELMAD �IIfI1W ,•'NN WIDTH HEIGHT EXT. INT. EXT. INT. EXT. INT. EXT. INT. 1/4 * TE MPEREDI;GLASS �. 2 66.7 281 4 66.7 300.0 75.0 281 4 75.0 300.0 5R 2a;:i /s• 2 66.7 252.1 66.7 300.0 75.0 252.1 75.0 300.0 3T 3 66.7 141.8 66.7 246.6 75.0 141.8 75.0 246.6 in B a I' l a3 t /a• 4 66.7 113.1 66.7 154.0 75.0 113.1 75.0 154.0 # o It t9 t/a• 2 66.7 214.0 66.7 300.0 75.0 214.0 75.0 300.0 Z 1 4` MPERED"GLASS 2 66.7 177.2 66.7 300.0 75.0 177.2 75.0 300.0 / 3e 3/a 4 3T 3 66.7 129.3 66.7 188.9 75.0 129.3 75.0 188.9 ------ `----° `-- ------- - - - - -- - - - - - -- -3 f--- - - - - -- a3 1 /a• 4 1 66.7 90.6 66.7 112.4 75.0 90.6 75.0 112.4 11 I , t4 t ja' 2 66.7 187.7 66.7 300.0 75.0 187.7 75.0 300.0 2a ;1/2• d�a• 2 5 66.7 148.9 66.7 300.0 75.0 148.9 75.0 300.0 3 66.7 124.0 66.7 164.4 75.0 124.0 75.0 164.4 6' 4 MAX as t /a• 4 66.7 83.8 66.7 92.3 75.0 83.8 1 75.0 92.3 WINDOW WIDTH ;x F •r 19 _ t/a 2 , 66.7 173.2 66.7 300.0 75.0 173.2 75.0 300.0 se t /s' 2 66.7 134.2 66.7 300.0 75.0 134.2 75.0 300.0 SILL ANCHORS SEE CHART 3 66.7 107.5 66.7 155.4 75.0 107.5 75.0 155.4 TYPICAL EIMAnON 1 OVER 1 53,1/a 4. 4f 66.7 81.0 66.7 81.0 75.0 81.0 1 75.0 81.0 V► 1/a' ; 2;. 66.7 143.0 66.7 300.0 75.0 143.0 75.0 300.0 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED se 1 /20 2 66.7 tog. PRODUCT RENEWED • 5 66.7 251.6 75.0 109.5 75.0 251.6 rf 3T' 74 .1/4 3 � 6 66.7 85. 66.7 155.0 75.0 85.8 75.0 155 ACCEPTANCE Na 0 Z - Z a . bt _ ril , ', a3 t/a• 4 = 66.7 69.8 ei6.7 75.0 69.8 09.8 75.0 75.0 EXPIItATION DATE APPROVED AS COMPLYING WITH THE Dmwn g J N SOUTH FLORIDA BUILDING CODE BY rA BASED ON FTL -1837 DATED 11 -19 -97 D d2 0 o RODUCTCONTROLD ION Daly 3 '25 -99 ° 2 f TEST SIZE- 53 1/8 X 74 1/4 (1 OVER 1) BLM.DINO CODE COMPUANCE OFFICE �s TEST LOADS- +1112.5 -112.5 PSF BY Sooix 1 2 "= �3 ! DESIGN LOADS- +75.0 -75.0 PSF PRO T OL DIVISION 11.3 PSF WITH 3 HIGH SILL WATER INFILTRATION TEST= 10.0 PSF WITH STD. SILL BUI CODE COMPLIANCE OFFICE TESTED GLASS= 1/4 TEMPERED ACCEPTANCE NO. 00- 0403.0 DRAw9IG NO. SH98 -04 pis FRANCISCO HERNANDEZ y i e o I ; J PEA 01393 �Z SHE 5 t . gODUC'� REN�V�']CD . r srr ( =TlCA . Sl=0N) SUNS WINDOWS noa# Pe _e 0 2 It . o Z WOOD BUCKS NOT BY SU _ * .- ll a0 R. arr »A'rZw. r MUST SUSTAIN LOADS IMPOSED BY GLA..I:'�•. • SYSTEM AND TRANSFER THEM TO THE BUILDING ,� �• F,XgJRA710N DA ZZ 7 STRUCTURE 1 SW-014 1 FRAME . HEAD 6063-75 ' . t a,. TYPICAL. ANCHORS 2 SW -52101 1 FRAME SILJ. -- 6063 -T5 1 % 33W 319tZ SEE ELEVATION FOR SPACING PFina110 . 7. ON J ' " 81)lr1)1NCi CODE 00 CE OFFICE ANCHORS; 4 SW -01 1 MEETING RAIL 6063 -T3 g s . INTO 20Y WOOD BUCKS OR WOOD STUCTURE 5 SW -017 1 SASH TOP RAIL 6083 -T5 r . t 'I '• 3/16' OR 1/4' TAPCONS WITH 1 112' MIN. PENETRATION INTO WOOD A. VLj , 8 1 SASH BOTTOM RAIL 6063 -T5 �• °� .• :• INTO 19Y WOOD BUCKS OR INTO MASONRY r : y � • ..• 3/16 1/4' TAPCONS WITH 1 1/4 MIN. EMBED INTO MASONRY 7 SW -40771 1 3' RISER 6083 -75 .- j GLAZII�iG MBTSOD 9 SW AS 14 ASSEMBLY SCREWS 8X1' PH PHIWP CRS m ,*, ' • ..:..:.•• -:• USE - ADHESIVE BEDDING COMPOUND AND GLAZING FOAM TAPE ON EXTERIOR c EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR 1 SW -887 2/VENT LATCH ZINC •p eo 15 � 12 SW -1820 AS ROD SEAL PILE FELT �vP2 I �1E i 1 4 13 SW -3257 AS ROD WEATHER STRIP BULB VINYL. 17 14 SW -1520 AS RQD GLAZING TAPE FOAM v `� k k , 15 SW-018 AS ROD GLAZING BEAD 8083 -T5 } 3/4' X 3/8' STEEL BAR USED 12 17 SW -3082 AS ROD WEATHER STRIP BULB VINYL. 12 AT HEAVY DUTY WINDOW ONLY 18 SW -013 1 FRAME SILL/3 ' RISER 8083 -T5 ' T •a` LATCH OPTION -40770 -4077 1 BOTTOM RNL /3`RISER 8083 -T5 t 5 8 X 5 8 STEEL BAR USED ;E i t AT HEAVY DUTY WINDOW ONLY 1 20 -433 2/VENT 'LATCH BOTTOM RAIL 8083 -T5 •.f s�s{� ,r - a 9 5 B 9 � O 5 APPROVED AS COMPLYING VM THE I I C SOUTH FLORIDA BUILDING CODE t I BY t ' PR ODU( DIVISION I 8 20 2' SILL LATCH 19 ( 18 7 I BUILDING CODE COMPLIANCE ICE I I I oo 44o so AccEPraxcE No. — . � I I I - I 1/2' WEEP s 2' LATCH LOTS ` 1/2 WEEP SLOTS 20 aot"n (/� 6 I I AT EACH END AT EACH END 19 7 C 1 I I omwn Br JN ', WEEP -SLOTS 2 Uzi —25-99 I I I Dotes —25— 9 r A?" EACH END L_ — — — — seater 1 2' =1 e. 1/2 WEEP SLOTS — J .„ AT EACH END M - 1 BY OR2 BY BY OR 2 BY . j € • t : 4 \ , ` a • :»; �'+. WOOD BUCK 1 00D BUCK R ,» . x: : '' t " "� :"`` .. ` •' :.. -_; - . ' �_ ' .y LIGHT DUTY MEDIUM AND HEAVY DUTY TYPICAL ANCHORS = ` , :• • •'•- .: '! , v:••' S - -04 x SEE ELEVATION FOR SPACING •: ` • ° -25 -00 SHEET rt LIGHT DUl'Y MEDIUM AND HEAVY DUTY FRANCISCO HERNANDEZ 3 OF 5 }' r FL PE# 51393 w 3/8• MAX 0.812 1.820 .. a 1746 lid ; r 1 1 BY. OR 2 BY SHIMS a {r BUCK a 4 A t oYYn 0.050 a } " 2.062 —•� 1.750 1.875 r i ,• : 0.39 2125 1,250 (' _ = ' • 1.312 0.050 0.395 1 * 15 10 16 •' . .0.812 0.750 • pi 0.812!+• FRAME HEAD GLAZING STOP )IEEIING RAIL SASH TOP RAIL � • 4)•q. I �w' " ` :; ' • 6063 -75 6063 —T5 6063-75 SW -017 c f - 6063 —T5 •— y 1 . W .��. ' 0.937 L ;,' • 2127 2.314 WINDOW WIDTH •' —� •''` w 0.050 0.082 2AM 0.592 :HORIZONTAL SEGR'ION --� 1.043 �- _ t TYPICAL ANCHORS o.050 '• . '` SEE ELEVATION AND 0 l ' 1.000 T CHART FOR SPACING 1 rr &�L )LIST (HORIZONTAL SEMON) 2078 °" I 2375 0.810 — 4 FRAME SILL FRAME JAMB SASH SIDE RAIL LATCH BOTTON RAIL M 11w# PART# al D m �IION AlTSaIAL 51N -52101 SW -011 ' 6063 -75 6063 -75 8063 T 606 SW -43353 } ., 3 ` SW -011 2 FRAME JAMB 6063 —T5 - � ay • i8 • SW -012 :,2 SASH SIDE RAIL 6063 —T5 :10 v'f. -820 4/Wff FADE GUIDES NYLON r' 14'. SW -1820 AS; RQD ' GLAZING TAPE FOAM . M17 SW -018 AS RQD GJIZING BEAD 6063 —T5 SW -540 2 . SPIRAL BALMICE ALUMINUM SW —= AS RQD WEATHER MFtk BULB Y �-- -1.590 --••� Di um or J N PRODUCT RENEWED , r o 3 -25 - 'L�OZhi•O1. APPROVED AS COMPLYING WITH THE I 1.437 0.078 1 E , ACCEPTANCE Na SOUTH FLORIDA BUILDING CODE . L_ 8aalr. 1 2 'I EXPIRATIOND ZZ �� DA 02 G 2750 OA62 fi 3.250 3.062 a B1 2.077 ----� ° -, PROOU CO DIVISION 8 FRAME ' 1 ># ;.' . i OL M31FRAME SILL 1.5090 Z$ -00 Via+ a .,. gUiLDQi ©CODEQOUnlANCEOFFICE BULL CODE t21bIP1JANCE OFFLCE o 3 FREWgSCO HERNANDQ DRAW= No. r ; ACCEPTANCE NO 00 0403 -0 �• FL PEA .51393 " 1.000 1 coo SH98 --04 SASH BOTTOM m SASH BOTTOM RAIL SILL RISER SW- sw -�w771 SHEET 6o63 —r3 s s" o 77° 6063 75 4 O F' 5 } . MATERIAL. LIST HEAD ANCHORS SEE CHART TYPICAL ANCHORS rrZW# PAItT/ UQD. MA2Z IAL N A 4. `' Shine IIrmdm . , • , • . • . D r]cOPi 4 k�a •` • V � . .• %•• . i, ....r 1 SW --014 ' -1 FRAME HEAD 6063-75 QCfIUI[ �* I �, ` • ,� ' ., • . .. r 2 5210 1 FRAME SILL 6063 T5 f74D W. 33rd Place ;• • f , + i c ; =;° •• ; s '� 3 SW -011 2 FRAME JAMB "' 6083 -T8 II II , w 3e Fla ti a ,= " �� = y ` • • - s " 4 SW40111 1 MEETING RAIL 6063 -T5 IIJAACT GLASS ill _7 :k . ' 5 sw -017 1 SASH TOP RAIL 6063 -TS — s= •'� -- ° ' " _ _ :A '_ 15 II II ad 6 433 RAIL SASH BOTTOM L 6063 T5 , 1 14 L x 7 02 2 s .SASH CAM NYLON © to • -.- S s ✓ . i *. � tIV Ai. .. 8 SW -012 2 SASH SIDE RAIL 6063 -T5 3 c _ N 9 SW AS AS g ASSEMBLY SCREWS #8X1' PH PHIWP CRS Z V II 11 r . =F , t! W > - 10 20 4,/VENT FACE GUIDES NYLON IMPACT.:GLA§S a „► LATCH OPTION a C : 11 433 2/VENT LATCH 6063-T5 �q V 12 SW1820 J AS RQD SEAL. PILE FELT II II 2 C 13 SW3257 AS RQD WEATHER STRIP BULB VINYL I I I fn H a� LI s•.t.' {: -. g 5 Q '�� t= 14 - AS RQD SILICONE DC- 795/SM -5731 i5 SW -018 AS RQD GLAZING BEAD 6063 T5 4 °-*�14 MAX.+- -� 4' ••.,., iir FALSE MUNTINS 16 SW540 2 SPIRAL. BAIMCE ALUMINUM SURFACE APPROVED AS COMPLYING WITH THE MAY BE US ED ®) WINDOW WIDTH r SOUTH FLORIDA BUILDING CODE GLAZING: SILL ANCHORS SEE CHART ' DAT O ° GLASS OPTIONS: TYPICAL ELEVATION 1 OVER 1 ' BY A G1 ) 3/8' .OVERALL LAMINATED ASS USING TWO LIGHTS OF 1/8' HEAT STRENTHENED Rot DIVISION LASS WITH AN 0.010' INTERLAYER FILM, GLASSLAM SAFELY PLUS AND A 3/8 BASED ON FTL =19$1 DATED 8 -1 � 8 r t I WIDE CLOSED CELL FGAM. - FRANK LOWE RUBBER & GASKET S - 10 ON EACH SIDE TEST SIZE= 53 1/8 X 73 3/4 li OVER 1) s C0�lPLIm OFF F FILM AT PERIMETER EDGE. TEST LOADS= +135.0 - 135.0 PSF `� . ACCEPTANCE NO -�' 03.0 B 3/8' OVERALL LAMINATED GLASS USING TWO LIGHTS OF 1 8' HEAT STRENTHENED DESIGN LOADS= +70.0 - 90.0 I WIT AN 0.090 INMEAYER FILM, DUPONT W:TH BUT WATER INFlLTRATIO BEST= 10.5 PSF �. � ::'�? � ° ':�" � = ° ' :•�. ' .- ; '..• - GLAZING PENETRATION USING A CLEAR COLORED �CL�JC WIND S LOAD TESf� +9 090 0 PS ADHESIVE BEDDING COMPOUND. L AMINATED INTERN GLA zm WITH 3/8 � VI • a' ` . SCHNEE MOREHEAD 5731 OR DOW CORNING 795, - '�' �. '• -. • • d ; '' ; AND AN EXTRUDED ALUMINUM SNAP ON GUIZING BEAD FASTENED TO FRAME WITH HUBRICANR RESISTANT S ARE NOT REQUIItED TWO NO. 8 X 3/4 PHSMS PER BEAD. A 3/8 MAX. - a'. INTO 29Y W000 BUCKS OR WOOD STUCNRE 13 ) 1 BY OR 2 BY WOOD BUCK SHIMS ;; ; 3/16' TAPCONS WITH 1 1/2' MIN. PENETRATION INTO WOOD. INTO ISY WOOD BUCKS OR INTO MASONRY G3 `' :'.: fi .,, ` ; ` t — '• •'' 3/16' TAPCONS WITH 1 1/4' MIN. EMBEDMENT INTO MASONRY. � :SLV 1 a AT : EACH END I 7 12 15 10 18 ' ANCHORS ANCHORS t pi WINDOW PER WINDOW PER 4. •t . d 44 '. =•.`.. 6 a WIDTH HlF1�D HEIGHT JIWe A .:»::•� .• SILL ;w- r . .tf f; ,,• • . .. ,` ; ' • a''x'; "��.; �': a ` �.. 19 1/8 2 26 3 Drown ey�N :: a • • ' • *: •: n I • ' a 26 1/2' 3 38 3/8' 4 pots; 3 -25 -99 :> a kA w . ' ( - _ • • 37' 4 5/8' S soot,• 1/2 =l ' 7ERTICAL SECTION L ^- �� 53 1/8' 5 63' 6 - - • -� -'' .. [7.3 3/4' 8 Rwtsioe� SIGN PRESSURE RATING + 70.0 PSF 90.0 PSF 3 ' DRAWING ND. DE 44 . 4 SH98 -04 . r VR ALL � � ZQUAat �R �� MN 1ri7T v�tii O r 3 _ rA �, ' g ' y? • t, ? � WINDOW VPZ l ~ ` 8 26 tea: SHEET " ..� HORIZONTAL SECTION T1fPICAL ANCHORS FRANCISCO ,. c O FRANCISCO HERNANDEZ 5 OF :5 'IMPACT. v TA FL PEA 51383 ••• • . ••. • JOB N o. 06020310 S KAM WO ;SURVEY SCALE: 1 " 1910 PROP. ADO. 29 N.W. 96th S treet, Mid 9hiriss • ' • ' SURVEY GATE 06 -02 -2003 . • ••• • • • .. • • • .. • • . • LEGAL DEStMIPTION : I Lot 23 and the East z of Lot 22,.Blopk 130.of. "MIA4I SjiORES SECTION NO 6 according to • the Plat thereof, as recorded in-Plitt: Soak.1b,* llagS'3V :)f the Public Records of Miami -Dade • • • County, Florida. • • • • rte_ •" ' VrAL7 CE •• ••• •• • • • •• % Premier Title of South Florida. ... \ D'7 ` • • '�� ('1 ��• • • ` Attorneys' Title Insurance Fund, • • • • • • • • • t r ?�. Washington Mutual Bank, FA ' John B. and Gina F. Terry L am ST�� 7 4 V-C ► - C - ZS- � Z V kn N t iz.cfl' 2S Q 0 T >� i ST d �s 0 . %P 16"16 SURVEYOR'S NOTES: i P 2. o,zs' 1) PROPERTY SURVEYED ACCORDING TO LEGAL DESCRIPTION PROVIDED BY CLIENT; 2) EXAMINATION OF ABSTRACT OF I `� � TITLE AND A SEARCH OF THE PUBLIC RECORDS WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS AFFECTING THE PROPERTY; THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY x V BE FOUND IN THE COUNTY PUBLIC RECORDS; 4) UNDERGROUND STRUCTURES, IMPROVEMENTS & UTILITIES NOT LOCATED; Q .; N I �, 5) UNLESS NOTED PROPERTY CORNER MONUMENTS HAVE NO ID; 6) THIS SURVEY IS FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON; 7) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA Y, LICENSED SURVEYOR AND MAPPER 8) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 9) THIS SURVEY IS FOR THE SOLE PURPOSE OF OBTAINING TITLE INSURANCE. _ � A B B R E V I A T I O N S FtP`y �' '�S �Q' F�} ENC= ENCROACHMENT (BASED ON APPARENT PHYSICAL USE), SWK= SIDEWALK, CLF =CHAIN LINK FENCE, yP PL= PROPERTY LINE, N/D =NAIL & DISC, IP =IRON PIPE, F= FOUND, STY= STORY, A/C =AIR CONDITIONING UNIT, ' PC =POINT OF CURVATURE, PT =POINT OF TANGENCY, D/H =DRILL HOLE, WF =WOOD FENCE, RES= RESIDENCE, IR =IRON ROD, CONC= CONCRETE, R /W= RIGHT —OF —WAY, CL= CENTER LINE, (TYP)= TYPICAL, (F) =FIELD MEASURED, (C) =CALCULATED, (R) =RECORD, C /N =CUTNAIL, R/N =ROUND NAIL, N /TT =NAIL & TIN TAB, S =SET, FFE =FINISH FLOOR ELEVATION, PP =POWER POLE, LP =LIGHT POLE, WM =WATER METER, C/B =CATCH BASIN, PB =PLAT BOOK, � p PG. =PAGE, NTS=NOT TO SCALE, PRC =POINT OF REVERSE CURVE, PCC =POINT OFCOMPOUND CURVE, POC =POINT OF y� zzz) A �,� �L.S �� COMMENCE, POB =POINT OF BEGINNING, CB =CHORD BEARING I HERESY CERTIFY THAT THIS "BOUNDARY SURVEY" MEETS THE "MINIMUM TECHNICAL STANDARDS" AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT" TO SECTION 472 -027, FLORIDA STATUTES. p TH , ENF?IQUE POUSADA, PSM, CORP IJ, W. 1t�1 5 _ I REE T � �D � /L' �� 7575 WEST FLAGLE-R STREET,* 207 ENRIOUE POUSADA, LS5662 �Lr�®p ZC?rttE :X MIAMI, FLORIDA 33144 Professional Surveyor & Mapper BEARINGS HEREON REFER TO THE BEARING OF ON THE . 305.266.4451 FAX 305.262.5007 / L 37267 STATE OF FLORIDA • • ••• • • • • ••• • •••�� WN06 • • • • • • AM BY: -------------------- .... . .. ... .. •• • • • • • ••• •• STRUCTURAL CALCULATIONS RESIDENCE FOR: TERRY MIAMI SHORES, FL DATE: May 7, 2006 STRUCTURAL ENGINEER: FREDY TAIN, P.E. P.E. No.: 61011 13390 SW 66ST MIAMI FL, 33183 TEL: (305) 283 -9287 seal Q� �RE�Y TAIN + .. ..... • pROPE881C NAL ENQINEER . .....:: :.:. 13390 S.W. 66th ST. MIAMI, FLORIDA 33183 + • • • • • • • `' • Ptd ;10.:. . 305) 283 -9287 � � •• � + �• � � � •• - PROJECT: SUBJECT: JOB NO.: •• 4) ESI6NEA.BY:. • • • • • • • . • :': "OfEb BY: . • y . I I _� I -- -'t - - r -- r --- � --- I -- I - -- -- - '- - - r - — t - - t - - -� - - - - -- -- - - J- T TTT - � +-' T-1 II I a - -- — -- - - - - r .. .. . . . .. .. . �R�C�Y TAIN • " " " ' ' PROFE8810NAL ENGINEER • • • • • • 13390 S.W. 66th ST. MIAMI, FLORIDA 33183 • ,, • . ...� (305) 283 -9287 �•' . ; P;AGF • PROJECT: SUBJECT: JOB NO.: • QESM �NE9• BY i. . ,.. . . • . •• . • = : VgMW�D BY: f -4 1 + -- - i — 'j - I I , I I I I I , I MT i I I j e o r I I r I I j i i I i I I i 'r -I I - �--- f- -• - -i. --� --+ i � i - J t' 1 � - *' - �� I- I -.+' —� I -i --i — - �- --� --1' i - i � -- - ^T- - - -- - - -� - J I I i I i I � � I i -� � ill - -I- - 1_ T - -i-- I ' {- -1 - T-- �-- I--- j --i -- -' - ; -- r — —'— - _ - - ' 4 Al � -- - I i i I I fi vYS. , .... . ..... . • ... . ••f . •• i • . • • • • . • . . • ... .. . . . ... . • • . • . • . • . • Project Name: TERRY RESIDENCE, , „ ,•, ,• 0. 00 ........ Location: MIAMI SHORES, FL By: FT /DR Start Date: 5/07/2006 Comments: ..\DOUG -1. ENT\Desktop \Fredy \TERRYR -1 \winds.wis • • ••• • • TERRY RESIDENCE • • o• " •' • • •. •• ..... ... : :'. : QAay: 7, 002 0 000 ASCE7 -02 4pLocal Information ' "' • . • . . • . • *- *:::o. • • • • • . • • • . . • Wind Dir. Exposu 1 C • 2 C •• . . . . . ... .. 3 C 4 C Basic Wind Speed: 146 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 1 of 11 . . . . .. .. . . • MERRY RESIDENCE ' . ' . ' ' ' • • • : Ana 7, :2002 • . ... . . • ... ASCE7 -02 *Section - Main Section • . • • . . . . . :::*. . g Enclosure Classification: Enclosed .... . .. ... .. Building Category: II ••• • • • • •• • Wall Length(ft) Overhang(ft) 1 55.0 1.0 2 60.0 1.0 Top 3 55.0 1.0 W2 ------- - - - - -- ----- - - - - -- 4 60.0 1.0 W1'; A B !W3 Eave Height: 10 ft Parapet Height: 0 ft ;______________ ----- -------- Parapet Enclosure: Solid W4 Roof Shape: Gabled Front Right • Ro of Slope A &B 4.0 A B B ---------------------- W1 - W4 W4 W3 W2 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 2 of 11 TER R ESID E NCE ' • ' ' ' • • • • - : 0 ::Mal 7: 2002 ASCE7 -02 •'• ••• •'• '•• ••• ••- Composite Drawing ... ... . .... • • • • Y • • • • • • 2 •• i • • •, ••• •• • :0: • • • • • • • •• • • • • • ••• •• 3! i 4 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 3 of 11 TERRY RESIDENCE 10a�F, ?002 . 606 0 • ASCE7 -02 *Components and Cladding InpQ10 * • . • . • . • . • •• • Component Description iWalliRoof ISurface Label lZonel Span(Rk j kUdttkf4 Afeftsgfl•) 0 to 10 sf Wall (All) •• : 10 to 20 sf Wall (All) 011 20 to 30 sf Wall (All) 021 30 to 40 sf Wall (All) 031 40 to 50 sf Wall (All) 041 50 to 100 sf Wall (All) 051 100 to 500 sf Wall (All) 0101 0 to 10 sf Roof (All) 010 10 to 20 sf Roof (All) 011 20 to 30 sf Roof (All) 021 30 to 40 sf Roof (All) 031 40 to 50 sf Roof (All) 041 50 to 100 sf Roof (Ail) 051 100 to 500 sf Roof (All) 0101 • • Wind Loads on Structures Copyright 0 2000 SDG, Inc. Page 4 of 11 . . ... . . . ... TERRY RESIDENCE y ' ' 1 " - .'. �a� 7 ,� 002 ASCE7 -02 Com onents and Cladding O.• p .... ' O * Wirt VV Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(p stet' +6CpCWsfy Net w/ -GCpi (psf) 0 to 10 sf 4 15.0 39.4 1.00 0.18 39.4 • • :32.3.' 6.5 15.0 39.4 -1.10 43.3 -50.41 -36.2 5 15.0 39.4 1.00 39.4 32.3 ` 46.5 15.0 39.4 -1.40 -55.2 -62.3 48.1 10 to 20 sf 4 15.0 39.4 0.99 0.18 39.0 31.9 46.1 15.0 39.4 -1.09 .9 -50.0 -35.9 5 15.0 39.4 0.99 39. 31.9 46.1 15.0 39.4 -1.39 -54.8 1.9 Q s -47.7 20 to 30 sf 4 15.0 39.4 0.94 0.18 37.0 29.9 44.1 15.0 39.4 -1.04 - 41.0 48.1 -33.9 5 15.0 39.4 0.94 37.0 29.9 44.1 15.0 39.4 -1.29 -50.8 -57.9 -43.7 30 to 40 sf 4 15.0 39.4 0.91 0.18 35.9 28.8 42.9 • 15.0 39.4 -1.01 -39.8 -46.9 -32.7 5 15.0 39.4 0.91 35.9 28.8 42.9 15.0 39.4 -1.23 -48.5 -55.6 -41.4 40 to 50 sf 4 15.0 39.4 0.89 0.18 35.1 28.0 42.2 15.0 39.4 -0.99 -39.0 -46.1 -31.9 5 15.0 39.4 0.89 35.1 28.0 42.2 15.0 39.4 -1.18 -46.5 -53.6 -39.4 50 to 100 sf 4 15.0 39.4 0.88 0.18 34.7 27.6 41.8 15.0 39.4 -0.98 -38.6 45.7 -31.5 5 15.0 39.4 0.88 34.7 27.6 41.8 15.0 39.4 -1.15 45.3 -52.4 -38.2 100 to 500 sf 4 15.0 39.4 0.82 0.18 32.3 25.2 39.4 15.0 39.4 -0.92 -36.2 -43.3 -29.2 5 15.0 39.4 0.82 32.3 25.2 39.4 15.0 39.4 -1.05 - 41.4 -48.5 -34.3 n n n eo �rt r - a 6. I I 0 to 10 sf 1 15.0 39.4 v.5v. v. 1 v 9. r 2.v 2v o • Wind Loads on Structures Copyright 0 2000 SDG, Inc. Page 5 of 11 .. .. . . . .. .. . TERRY RESIDENCE ` • • M T 2002 ASCE7 -02 Components and Cladding O�tpt':� • •• . •• ! • • •• •t• •• 0 0 to 10 sf 1 15.0 39.4 0.50 0.18 19,7 •. �2r6; g ; • • J26.8 Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(A R4/ f ;6. ps4'Net w/ -GCpi (pso 0 to 10 sf 1 15.0 39.4 -0.90 0.18 -35.5 -42.6 -28.4 15.0 39.4 0 -35.5 2 15.0 39.4 0.50 0.18 19.7 12.6 26.8 15.0 39.4 -1.70 -67.0 -74.1 -59.9 15.0 39.4 2.20 0 -86.7 3 15.0 39.4 0.50 0.18 19.7 12.6 26.8 15.0 39.4 -2.60 -102.4 -109.5 -95.3 15.0 39.4 -3.70 0 -145.8 10 to 20 sf 1 15.0 39.4 0.49 0.18 19.3 12.2 26.4 15.0 39.4 -0.90 -35.5 -42.6 -28.4 15.0 39.4 0 -35.5 2 15.0 39.4 0.49 0.18 19.3 12.2 26.4 15.0 39.4 -1.68 -66.2 -73.3 -59.1 15.0 39.4 -2.20 0 -86.7 • 3 15.0 39.4 0.49 0.18 19.3 12.2 26.4 15.0 39.4 -2.58 -101.7 -108.7 -94.6 15.0 39.4 -3.65 0 -143.8 20 to 30 sf 1 15.0 39.4 0.44 0.18 17.3 10.2 24.4 15.0 39.4 -0.87 - 34.3 41.4 -27.2 15.0 39.4 0 -34.3 2 15.0 39.4 0.44 0.18 17.3 10.2 24.4 15.0 39.4 -1.54 - 60.7 -67.8 -53.6 15.0 39.4 -2.20 0 -86.7 3 15.0 39.4 0.44 0.18 17.3 10.2 24.4 15.0 39.4 -2.41 -95.0 -102.0 -87.9 15.0 39.4 -3.31 0 -130.4 30 to 40 sf 1 15.0 39.4 0.40 0.18 15.8 8.7 22.9 15.0 39.4 -0.85 -33.5 -40.6 -26.4 15.0 39.4 0 -33.5 2 15.0 39.4 0.40 0.18 15.8 8.7 22.9 15.0 39.4 -1.45 - 57.1 -64.2 -50.0 15.0 39.4 2.20 0 • Wind Loads on Structures Copyright 0 2000 SDG, Inc. Page 6 of 11 • • ••• • • • ••• TERRY RESIDENCE • " " ' ' " " �illaj 7, 2002 . .•••••. .... ASCE7 -02 a 00 *Components and Cladding Ou put• • • • • . 0 • •• . • • •• as& Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(tsfi • t wT +Mpi Wsff I Net w/ -GCpi (psf) 30 to 40 sf 3 15.0 39.4 0.40 0.18 15.8 •• :$7'•' : : :•• ••9-2• 15.0 39.4 -2.31 -91.0 -98.1 -83.9 15.0 39.4 -3.11 0 -122.5 40 to 50 sf 1 15.0 39.4 0.38 0.18 15.0 7.9 22.1 15.0 39.4 -0.84 -33.1 40.2 -26.0 15.0 39.4 0 -33.1 2 15.0 39.4 0.38 0.18 15.0 7.9 22.1 15.0 39.4 -1.39 - 54.8 - 61.9 47.7 15.0 39.4 -2.20 0 -86.7 3 15.0 39.4 0.38 0.18 15.0 7.9 22.1 15.0 39.4 -2.23 -87.9 -95.0 -80.8 15.0 39.4 -2.96 0 -116.6 50 to 100 sf 1 15.0 39.4 0.36 0.18 14.2 7.1 21.3 15.0 39.4 -0.83 -32.7 -39.8 -25.6 • 15.0 39.4 0 -32.7 2 15.0 39.4 0.36 0.18 14.2 7.1 21.3 15.0 39.4 -1.35 -53.2 - 60.3 46.1 15.0 39.4 -2.20 0 -86.7 3 15.0 39.4 0.36 0.18 14.2 7.1 21.3 15.0 39.4 -2.18 -85. -93.0 -78.8 ,�4! 15.0 39.4 -2.85 0 -112.3 �) T �`� °' 100 to 500 sf 1 15.0 39.4 0.30 0.18 11.8 4.7 18.9 15.0 39.4 -0.80 -31.5 -38.6 -24.4 15.0 39.4 0 -31.5 2 15.0 39.4 0.30 0.18 11.8 4.7 18.9 15.0 39.4 -1.20 47.3 -54.4 40.2 15.0 39.4 -2.20 0 -86.7 3 15.0 39.4 0.30 0.18 11.8 4.7 18.9 15.0 39.4 -2.00 -78.8 -85.9 -71.7 15.0 39.4 -2.50 0 -98.5 • Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 7 of 11 . . ... . . . ... TERRY RESIDENCE ' ' • 7, lUlay; �L002 . . ... . . • • 900 ASCE7 -02 . so: ••• . •• OMWFRS Net Pressures ::.•' • . •: • . . . • • • • • • • • . . This data was calculated using the building of all heights method. . ......... . 00 Wind Direction 1 ' ' ' • ' ' • • # Surface I z (ft) q (psf) IG I Cp I GCpi I Ext Pres (psf)l Net w/ +G pi (piol Net w/ -GCpi (pso 1 Windward Wall 10.0 39.4 0.88 0.80 0.18 27.7 20.6 34.8 Overhang Top 15.0 39.4 0.14 0 4.9 15.0 39.4 -0.36 -12.5 Overhang Bot 10.0 39.4 0.80 27.7 2 Side Wall 15.0 39.4 0.88 -0.700.18 -24.3 -31.4 -17.2 3 Leeward Wall 15.0 39.4 0.88 -0.480.18 -16.6 -23.7 -9.6 4 Side Wall 15.0 39.4 0.88 -0.70 0.18 -24.3 -31.4 -17.2 A Windward Roof 15.0 39A 0.88 0.14 0.18 4.9 -2.2 11.9 15.0 39.4 -0.36 -12.5 -19.6 -5.4 B Leeward Roof 15.0 39.4 0.88 -0.57 0.18 -19.8 -26.9 -12.7 This is load case 1 in ASCE 7 -02 Figure 6 -9. See Figure 6 -9 for other cases. • Wind Loads on Structures Copyright 0 2000 SDG, Inc. Page 8 of 11 . ... ... TERRY RESIDENCE : ": *ay -.7, 2002 ASCE7 -02 . ... . •0: •• SAWFRS Net Pressures • :: •: • 0:09 : . • • . • . • . • . • This data was calculated using the building of all heights method. .... . .. ... .. Wind Direction 2 ' ' ' ' ' • • • # Surface z (ft) q (psf) G Cp I GCpi Ext Pres (psfl Net w/ +GCpi (ps a w/ -GCpi (psf 1 Side Wall 15.0 39.4 0.88 -0.70 0.18 -24.3 -31.4 -17.2 2 Windward Wall 15.0 39.4 0.80 27.7 20.6 34.8 20.0 41.8 29.4 22.3 36.5 Overhang Top 15.0 39.4 -0.900 -31.2 Overhang Bot 15.0 39.4 0.80 27.7 3 Side Wall 15.0 39.4 0.88 -0.70 0.18 -24.3 -31.4 -17.2 4 Leeward Wall 15.0 39.4 0.88 -0.500.18 -17.3 -24.4 -10.2 A &B Roof 0 to 7.5 * 39.4 0.88 -0.900.18 -31.2 -38.3 -24.1 7.5 to 15.0 * 39.4 -31.2 -38.3 -24.1 15.0 to 30.0 * 39.4 -0.50 -17.3 -24.4 -10.2 30.0 to 55.0 * 39.4 -0.30 -10.4 -17.5 -3.3 0 to 55.0 * 39.4 -0.18 -6.2 -13.3 0.9 This is load case 1 in ASCE 7 -02 Figure 6 -9. See Figure 6 -9 for other cases. * Distance from windward edge. • Wind Loads on Structures Copyright 0 2000 SDG, Inc. Page 9 of 11 . . ... . . • •06 aAay:7, 2 TERRY RESIDENCE " " ' ' ' " " ' : ' : : :.: 002 ASCE7 -02 OMWFRS Net Pressures ' "` ' "' " goo . ... .. . .... o • . . • . • . • This data was calculated using the building of all heights method. . . . .. ... .. • .. ........ . . ......... . Wind Direction 3 ' ' ' ' " • # Surface 1z (ft) q (psf) I G Cp GCpi Ext Pres (psf) Net w/ +GCpi' (�M M6t w/ -GCpi (psf) 1 Leeward Wall 15.0 39.4 0.88 -0.48 0.18 -16.6 -23.7 -9.6 2 Side Wall 15.0 39.4 -0.70 -24.3 -31.4 -17.2 3 Windward Wall 10.0 39.4 0.88 0.80 0.18 27.7 20.6 34.8 Overhang Top 15.0 39.4 0.14 0 4.9 15.0 39.4 -0.36 -12.5 Overhang Bat 10.0 39.4 0.80 27.7 4 Side Wall 15.0 39.4 0.88 -0.700.18 -24.3 -31.4 -17.2 B Windward Roof 15.0 39.4 0.88 0.14 0.18 4.9 -2.2 11.9 15.0 39.4 -0.36 -12.5 -19.6 -5.4 A Leeward Roof 15.0 39.4 0.88 -0.570.18 -19.8 -26.9 -12.7 This is load case 1 in ASCE 7 -02 Figure 6 -9. See Figure 6 -9 for other cases. Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 10 of 11 TERRY RESIDENCE : " ' :.::Maf 72002 ASCE7 -02 4pMWFRS Net Pressures ' "' ' "' •• ... .. . .... 000: . ... . . • . • This data was calculated using the building of all heights method. •• • • f •• ••• •• • ••• • • • • •• • Wind Direction 4 ' ' ' • •• 0 • • # I Surface 1z (ft) I q (psf) I G I Cp I GCpi I Ext Pres (psf) a w/ -G p T Net w/ -GCpi (psf) 1 Side Wall 15.0 39.4 0.88 -0.70 0.18 -24.3 -31.4 -17.2 2 Leeward Wall 15.0 39.4 -0.50 -17.3 -24.4 -10.2 3 Side Wall 15.0 39.4 0.88 -0.70 0.18 -24.3 -31.4 -17.2 4 Windward Wall 15.0 39.4 0.88 0.80 0.18 27.7 20.6 34.8 20.0 41.8 29.4 22.3 36.5 Overhang Top 15.0 39.4 -0.900 -31.2 Overhang Bot 15.0 39.4 0.80 27.7 A &B Roof 0 to 7.5 * 39.4 0.88 -0.900.18 -31.2 -38.3 -24.1 7.5 to 15.0 * 39.4 -31.2 -38.3 -24.1 15.0 to 30.0 * 39.4 -0.50 -17.3 -24.4 -10.2 30.0 to 55.0 * 39.4 -0.30 -10.4 -17.5 -3.3 0 to 55.0 * 39.4 -0.18 -6.2 -13.3 0.9 This is load case 1 in ASCE 7 -02 Figure 6 -9. See Figure 6 -9 for other cases. * Distance from windward edge. Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 11 of 11 The following pages were originally attached to plans with the following permit # D r, .. AML ------- - - - - -- • Engineering Cover Sheet ••••• • *see 0000 ...... .... .... 60.06 This cover sheet is provided as per Florida Statute 61G15-31.003 in lieuof signing ancf • • • • • • • sealing each individual sheet. An index sheet of the truss designs is at€acAed which ig •, numbered and with the identification and date of each drawing •. 6666 • 0000 • :9009: . . •••••• .. . ••• A 1 +} p3 e g0� Engineer of Truss Design Package .30 3q5 g John A. Ilter, P.E. EL Reb. Eng. No 36205 Wav 3320 Paddock Road 7 C Fy 33 1x � �aKe Weston, Fl. 33331 nn`am (954)600-7123 Project Name: TERRY- RESIDENCE # 9 -17 -07 29 N.W. 96 STREET MIAMI SHORES,FLORIDA Building Authority: MIAMI SHORES,FLORIDA Design Load: 30 + 15 + 0 + 10 PSF Building Code: FBC2004 /TPI2002 /ASCE7 -02 Software Used: MiTek g20/20 2000 Ver. 6.4 !7EF'i' ROYAL TRUSS CORP. To: 9550 NW 79 AVE #5 Reaction Summ HULEAH, FL 33016 Job Number: Phone: 305-822-0020/21 Fax: 305-822-0029 Page: 1 Project: Block No: Date: 09 -22 -2007 - 6:57:06 AM Model: Lot No: Project ID: 9 -17 -07 • • • • • • fPh. site: Office: Deliver To: Accoun � o: • • •... . Designet. • • i mtm • • • • 0 Salesperson: • • •00000 0000 0000 • Quote Number: 000000 0 • 0 Tentative Deliv Date: 0000, • • Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: 0 0000 0 • 000 00 .0 • 000000 •0 • 000. • • • 1-11-9 Joint 1 Joint 5 • ' • 0000 2 CCA 6 ROOF TRUSS 2.83 211 lbs. 4331bs. • : •• • 23 lbs. each 0.00 - 1121bs. - 2841bs. • • h • • • • • • • • • 1-11-15 Joint 1 Joint 4 • • fv • • • • • 1 GR1 13-3-0 ROOF TRUSS 4.00 11151bs. 1115 Ibs. • • • • •gyp "" ' 491bs. each 0.00 - 7341bs. - 7341bs.p a^ 0 - 7-15 Joint 1 Joint 2 Joint 3 4^ U �� 4 JI 1-0-0 ROOF TRUSS 4.00 501bs. 41 lbs. 91bs.� 31bs. each 0.00 - 281bs. -41 lbs. 1-3-15 Joint 1 Joint 2 Jo 3J Gt 4 J3 3-0-0 ROOF TRUSS 4.00 1391bs. 1131bs. 2 -I4 U 91bs. each 0.00 -77 lbs. - 1121bs. "r �•� 1-11-15 Joint I Joint 2 Joint 3 3 J5 5-0-0 ROOF TRUSS 4.00 249 tbs. 203 lbs. 451bs. 151bs. each 0.00 - 1401bs. - 1961bs. 2-6-7 Joint 1 Joint 5 9 T1 13 COMMON 4.00 692 lbs. 6921bs. 521bs. each 0.00 -409 lbs. -4091bs. f AJ R0 U 0�TRUSs 9.17 -07 CJ6 2 1 Job Reference (optional Royal Truss Corp, Hialeah Gardens, Fl- 33016, Etldie Davies 6.500 s Mar 8 200 MTek Intlustrfes, Inc. Sat Sep 22 06:55:52 2007 Page 1 0- -1 3 -10 -10 6 -11 -6 0 -0-1 3 -10 -10 3-0-12 • • Scaile"*V*2 • • 2x411 • •• • 0000 • • • 3 • 0.0.00 006•2 0000•• • 000000 0 • • 2.83F12 • . 000 0000 0000 • • • • • ••• ••.• 0000 • • 0000•• •• • 0000 •• • •• 0000• • 0000•• • • • • 0000 0000• : 0000 • 0000• 1 • • 00 5 4 3x4 = 2x4 11 1 3 -10 -10 6 -11 -6 3-10-10 3 -0-12 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.87 Vert(LL) 0.00 1 '*** 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.19 Vert(TL) -0.12 '1 -5 >609 240 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2004lfP12002 (Matrix) Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc BOT CHORD 2 X 4 SYP No.2ND pudins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 1= 211/0 -11 -5, 5= 433 /Mechanical Max Horz 1= 120(LC 2) Max Upliftl= -96(LC 2), 5=- 259(LC 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1-2=-88/57,2-3=-6/0 BOT CHORD 1- 5 =0/0, 4 -5 =0/0 WEBS 2- 5=- 351/300 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 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 96 lb uplift at joint 1 and 259 lb uplift at joint 5. 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 =1.00 Trapezoidal Loads (plf) Vert: 1=- 7(F =41, B= 41)- to- 2 =- 150(F = -30, B = -30), 2 =- 90(F = -30, B=- 30)- to- 3 =- 96(F = -33, B = -33), 1=- 2(F =9, B= 9)- to- 4=- 35(F = -7, B = -7) John A. liter, PE # 36205 305- 823 -7303 SEP 2 5 2007 14337 Commerce Way Miami Lakes, FL 33016 JOD r ss uss y e 9 -17 -07 GR1 ROOF TRUSS 1 1 Job Reference o tional Royal Truss Corp, Hialeah Gardens, Fl. 33016, Eddie Davies 6.500 s Mar 8 2007 M; Industr es, Inc. Sat Sep 22 06:55:52 2007 Page 1 -0 - p -1 5 -0 -0 8 -3 -0 13 -3 -0 133 -1 0 -0 -1 5 -0-0 3 -3 -0 5 -0 -0 ••• i• 0 -0 -1 • • • Sc 1112W • •••••• 4x8= •••• •••• • • 5x6 = • • • • 4.00 12 •••• •••• ••••• 2 3 • • • • • •••• ••••• • • 4 ••••• Ln • • N Io 6 5 45 = 2x4 I I 3x4 = 45 = 5 -0 -0 8 -3 -0 13 -3 -0 5 -0 -0 3 -3 -0 5 -0 -0 Plate Offsets X 1:0-3-2 f4:0-3-2,0-0-2 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.48 Vert(LL) 0.12 5 -6 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.65 Vert(TL) -0.19 5 -6 >797 240 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) 0.06 4 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 49 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3 -4 -8 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4 -9 -3 oc bracing. REACTIONS (lb /size) 1=1115/0-8-0,4=1115/0-8-0 Max Uplift1=- 666(LC 2), 4=- 666(LC 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1-2=-2660/1610,2-3=-2475/1589,3-4=-2662/1610 BOT CHORD 1-6=-1440/2437,5-6=-1455/2474,4-5=-1440/2438 WEBS 2 -6 =- 175/439, 2 -5 =- 177/181, 3 -5 =- 175/497 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) 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 666 lb uplift at joint 1 and 666 lb uplift at joint 4. 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 209 lb up at 8-3 -0, and 321 lb down and 209 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). John A. Ilter, PE # 36205 LOAD CASE(S) Standard 30 5- 823 -7303 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) SEP 2 5 2007 Vert: 1- 2 = -90, 2- 3 =-143(17=-52), 3-4=90,1-6=20, 5- 6=- 32(F = -12), 4 -5 = -20 Concentrated Loads (lb) 14337 Commerc way Vert: 6=- 321(F) 5=- 321(F) Miami Lakes, FL J07 JOD - fru ss 9 -17 -07 A ROOF TRUSS 4 1 Job Reference o tional Royal Truss Corp, Hialeah Gardens, Fl- 33016, Eddie Davies 2.500 s Mar 8 200 MTek Industries, Inc. Sat Sep 22 06:55:53 2007 Page 1 0 - � -1 1 -0 -0 0 -0 -1 1 -0 -0 • • 0000•• 4.00 12 • • • SoeleF•1v4s6 • • • • •• • 0000 • 1 • • • 000000 0000 0000•• • 009.00 • • • 0000•• ••0• 0000 • • 4 • • • 06.6 660• • • 6•••66 4• 4 0000• • • • • • •• •• • •6 ••64•• • •0••09 • • • • 0000 6664•0 • • •600 • • • • • •4.466 •4 • 406 • • • •• X 1-0-0 2x4 � -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.02 Vert(LL) 0.00 1 * * ** 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC20041TP12002 (Matrix) Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 1 -0 -0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. REACTIONS (lb/size) 2=41 /Mechanical, 1=50/0-8-0,3=9/Mechanical BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. Max Horz 1 =30(LC 2) Max Uplift2= -40(LC 2), 1 =-24(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= -17/12 BOT CHORD 1 -3 =0 /0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category ll; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 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 40 lb uplift at joint 2 and 24 lb uplift at joint 1. LOAD CASE(S) Standard John A. liter, PE # 36205 305- 823 -7303 SEP 2 5 2007 14337 Commerce Way Miami Lakes, FL 3301i job I russ Iruss lype Fly 9 -17 -07 J3 ROOF TRUSS 4 1 Job Reference o tional Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 6.500 s Mar 8 2007 MTek In ustries, Inc. Sat Sep 22 06:55:53 2007 Page 1 -0 - P -1 3-0-0 9 0-0-1 3 -0-0 • • • •••• • • SoRIe"47.1 4.00 12 • • • ••r •• • •• •• •• •••••• 1 • • • s 3 -0-0 3 -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loo) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.14 Vert(LL) 0.00 1 * * ** 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1 -3 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2004JTP12002 (Matrix) Weight: 9 l LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3 -0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 2= 113 /Mechanical, 1= 139/0 -8 -0, 3 =25 /Mechanical Max Horz 1 =83(LC 2) Max Uplift2=- 111(LC 2), 1= -66(LC 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1- 2= -48/33 BOT CHORD 1 -3 =0 /0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category Il; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 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 111 lb uplift at joint 2 and 66 lb uplift at joint 1. LOAD CASE(S) Standard John A. liter, PE # 36205 30 823 -7303 SEP 2 5 2007 Miami Lakes FL 33016 o e 9 -17 -07 J5 ROOF TRUSS 3 1 Job Reference (optional Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 6.500 s Mar 8 2007 MTek Industries, Inc. Sat Sep 22 06:55:53 2007 Page 1 -0-P-1 5 -0 -0 0 -0 -1 5 -0 -0 • 2. • • i • • • • • Soelei+'f�7 •• • ••• • ••• 0000 0000•• 4.00 F12 • 0000•• • • 0000•• 0000 0000 • • •• ••• 0000• 4,000•• •• • 0000• • • • • •• •• • • 00000• • • • •••• 0.00.0 9 x4 = 5-0-0 5 -0 -0 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.44 Vert(LL) 0.00 1 * * ** 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.10 Vert(TL) -0.04 1 -3 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc BOT CHORD 2 X 4 SYP No.2ND pudins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 2= 203 /Mechanical, 1= 249/0 -8 -0, 3 =45 /Mechanical Max Horz 1= 140(LC 2) Max Uplift2=- 195(LC 2), 1=- 122(LC 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2= -81/56 BOT CHORD 1 -3 =0 /0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category ll; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 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 195 lb uplift at joint 2 and 122 lb uplift at joint 1. LOAD CASE(S) Standard John A. liter, PE # 36205 3 05- 823 -7303 SEP 2 5 2007 14337 Commerce Way Miami Lakes, FL 33016 job Truss Y e Y • . •• .. �• 9 -17 -07 T1 COMMON 9 1 • ' • • • • • • Job Refererlbe (o 4o • ' • • • Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 6.500 s Mar 8 2007 MITek Industries, Inc. Sat Se 22 06:95:59 V*7 Page 1 -0-p-1 3-8 -10 6 -7 -8 9-6 -6 • • X 13 -3 -0 13-,3 -1 0 -0 -1 3 -8 -10 2 -10-14 2 -10 -14 • • • •8 • ' Q rl -1 •i• �•� �'• • ;ca1eP=1:22.9 • 45= •'• i : ••� �• ••• •• g �• i � i• '• 4.00 12 ••• • • • • • 2x4 zz� 2x4 2 4 1 5 Ln to 6 3x4 = 3x8 = 3x4 = 6 -7 -8 13 -3 -0 6 -7 -8 6 -7 -8 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.21 Vert(LL) 0.06 6 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.12 5 -6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 53 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4 -8 -10 oc BOT CHORD 2 X 4 SYP No.2ND pudins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6 -10 -1 oc bracing. REACTIONS (Ib /size) 1= 692/0 -8 -0, 5= 69210 -8 -0 Max Uplift1=- 371(LC 2), 5=-371 (LC 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1-2=-1491/a36,2-3=-1141/619,3-4=-1141/619,4-5=-1491/836 BOT CHORD 1-6=-728/1362,5-6=-728/1362 WEBS 2- 6=- 3861298, 3- 6=- 155/394, 4 -6 =- 386/298 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf, Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 371 lb uplift at joint 1 and 371 lb uplift at joint 5. LOAD CASE(S) Standard John A. liter, PE # 36205 30 5- 823 -7303 SEP 2 5 2001 Miami L C omm e rce kes, L 33016 Iiter Engineering, Ltd. Co.: :. !i 3320 PADDOCK ROAD, WESTON, FL 33331 • • ••• PHONE (954) 600 -7123 FAX (305) 512 -9424 E -MAIL ILTER @FLLLSOU'I H.NF.T • December 20, 2006 •• • . �• ;• • Eddie Davies ..• ; ; ... i Royal Truss, Inc. ' ' ••• ••' '! Medley, FL �E Re: End Jack Connection Detail- Top chord to corner jack/Hip girder Dear Eddie, As you requested, I investigation the connection requirements for op en-ended p d hacks in a standard corner set based on the following parameters: . S acin : 2'- 0" o.c. } Gravity Load 30 + 15 + 0 + 10 PSF Wind Load 146 MPH, Components and Cladding loads, ASCE 7 -02 per FBC 2004 Occupancy category II, exposure C, p 25 ft. above ground, 10 PSF dead load. Lumber 2x4 No. 2 SYP minimum top and bottom chord (no webs) Pitch 2:12 to 6:12 16d Toe -Nail Capacity = 154 *.83 *37 * 1.33 = 130# Approved Hurricane Clip Min. capacity 400# each direction. I Mark S - pa n Top.Chord Reaction Bottom Chord Reaction Top Chord Bott. Ch. Gravity Uplift Connection Connection J1 45# 7 77# 10# (2), 16d J3 3' - 0" 135# 179# Toe- nails Toe -nails 30# (2), 16d (2); 16d J5 5' 50# Toe- nails Toe -nails ( 16d (2), 16d { J7 7 TOe -nails Toe -nails 70# Hurricane Cli Toy -nails If you have any Questions regarding this matter, please do not hesitate to call Sincerely, `'Oh ©ricer Pe 5 82 3'7 3 2 05 ?5j Mom ak a'L 3 ' 3 0 16 ay ' John A. Ilter, P.E. FL Reg Eng. No 36205 see Titer Engineering, Ltd. Co. • : ' .:: • i 1431 Ct ?M \4RRC.P. WAY, MIAMI LAKES, FL 33016 ••• • ' '•• PHONE (305) 323.7303 PAX (305) 823 -7304 L•MeL1L } il,' !'lwl��a�tl,'1'1.:)iFNC +.CC>il • • May 21, 2007 • Eddie navies Royal Truss Inc. Medley, F i he: Cozier ,Tack; Connection Detail- CJ5 Dear Eddie, As you requested, I investigation the conncetio.n requireinents for a 5' = 4 setback corner jack with a 2 panel top chord and end vertical, connected to a 5" — 0" setback hip girder based on the ;fclloMng parameters: Cxavi.t .nail 3Q + 15 + 0 + 10 PSF Wind Lgad: 146 MPH, Co mponents and Cladding 1t qd.*,, ASCF 7 -07 par FRC.: 1100.4 CccupanGy category II, exposure C, 25 ft above ground, 10 PSF dead load. Lug: 2x4 No. 2 SYP mai uimum trip and bottom chard Pit : 3:12 — 6:12 16d 'fop - �taTX Cariacity = 154 * •83 .77 * 1.33 130# i I Mark Span E R eaction Top Chord Bott. Ch. Total gravity Uplift Conneei on Connection 1 Nail � C a aci 05 I 7-0 -14 1 447# 562 (3). 1 Gd Toe- (3). 16d j 780# a nails Toe - nails N if you have any questions regarding this matter, please do not hesitate to call. JbhR A. lit 11C42C1'y - 23- 303 6205 E P 2 5 2007 John T1 . �.. JIA��T ^ ._P X337 Commerce W 5 'am1'I kes, FL 33016 FL Reg, Eng. N6 36`fl� 4 j i National Evaluation Service, Inc., 5203 Leesburg Pike, Suite 600, Falls Church, Virgjiia -'21il 3.4 Phone: 703/931 -2187 www.nateval.org Fax: 703/931 -6505 "' ERNbTIONIL C llECOUNCIL,. i i NATIONAL Tt REPORT Report ER -5 Re- Issued May 1, 2003 i DIVISION 06 — WOOD AND PLASTICS Section 06090 — Wood and Plastic Fastenings REPORT HOLDER: EVALUATION SUBJECT: UNITED STEEL PRODUCTS COMPANY USP LUMBER CONNECTORS E 703 ROGERS DRIVE MONTGOMERY, MN 56069 -1324 800- 328 -5934 info(cDUSPconnectors.com www.USPconnectors.com x Page 1 of 10 Copyright© 2003, National Evaluation Service, Inc. This report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report. No independent tests were per formed by the National Evaluation Service, Inc. (NES), and NES specifically does not make any warranty, either expressed or implied, as to any finding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. i Page 2 of 10 National Evalulat?"iZ;port b .jS R -510 ;;.. 1.0 SUBJECT .; • • NATIONAL EVALUATION ' USP Lumber Connectors: SERVICE, INC ' 1.1 Butterfly Hanger CLBF Series �� ' ••• :.. �•� opyright0 203„ 1.2 Rafter Clip and Stud Plate HCPRS Series 1.3 Hurricane Anchor HCPL Series .. , 1.4 Truss Tie Down Strap (True Tie) HDP% SEfi* ••. :'. ; •• .• 1.5 Girder Truss Strap /Hold -Down SGP SeQey • ;.• •• �. 1.6 Joist Hanger HUS Series •• '." �� ••; NES Producf Evaluat�prr Lrsfing,, 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Structural connection for wood construction 3.0 DESCRIPTION x 0 SUBJECT 3.1 Models 2,4�1'RUPERTY FORWHICH 3.1.1 Butterfly Hanger CLPBF Series: The Butterfly hanger is a U- shaped connector that supports structural lumber and is nailed to the face of the supporting h EVALUATION IS 3QUGHT ; wood member. It is die formed from No. 18 gauge galvanized steel. Refer to Table 1 for connector dimensions, fastener schedules and allowable loads. 3 0 �ESCRIPTI[ON -3.1.2 Rafter Clip and Stud Plate HCPRS Series: The rafter clip and stud plate, eA fabricated from No. 18 gauge galvanized steel, are irregular- shaped connectors that connect the top and bottom plates to stud members. Refer to Table 2 for ;INS`fALIATION y fastener schedules and allowable loads. 3.1.3 Hurricane Anchors HCPL Series: The Hurricane anchor is a framing ° anchor that connects rafter members to the double top plate or to stud members. a 00 ti3I= NTtF1CAT1flN The anchors are die formed from No. 20 gauge galvanized steel. Refer to Table 3 for anchor dimensions, fastener schedules and allowable loads. p. ; ` 64 1" EVIC3ENCE SUBMITTED 3.1.4 Truss Tie Down Strap (True Tie) HDPT Series: The truss tie down strap is a 1 3/4- inch -wide strap that is U- shaped with 19- inch -long twisted ends. The strap f straddles the top chord of a truss and connects to the double top plate. The strap 7 ,CONDITIONS OF !USE is die formed from No. 18 gauge galvanized steel. Refer to Tables 4 for connector dimensions, fastener schedules and allowable loads. 3.1.5 Girder Truss Strap /Hold -Down SGP Series: The girder truss strap is an L- F shaped connector that resists tension forces only. The connector is used with an ASTM A1011 steel washer, measuring 3 by 3 by 1/4 inches that has a long -slot g h Y hole, and a Y -inch- diameter bolt. The strap is manufactured from 14 gauge steel. Referto Table 5 for strap /hold -down dimensions, fastener schedules and allowable loads. 3.1.6 Joist hanger HUS Series: The HUS hangers are designed to support nominal 2x dimensional lumber and 1 -3/4 inch structural composite lumber. The joist hangers are fabricated from 16 gauge steel. The joist hangers are pre- punched for 16d common wire nails. Thejoist nails are driven at a 45° horizontally toward the header so as to penetrate through the joist end into the header, so that the joist is also toe - nailed to the header. Refer to Table 6 for joist hanger dimensions, fastener schedules and allowable loads. 3.2 Design P s The design of the connected wood members shall be submitted to and acceptable to the local code official. Tabulated design loads for the connectors are based on the lowest load obtained from comparing: Re- Issued May 1, 2003 • least test load that causes 1/8 inch (3.18 mm) deflection. • lowest ultimate test load with a safety factor of 3. • allowable fasteners and compression perpendicular -to -grain values in r accordance with the 1997 AFPA National Design Specification® for Wood back to the NES home page Construction, based on wood with a specific gravity of 0.55. i i i' t • • • • • • • • • • ,i Pag 3 of 10 National t A ation Qepoh IJo. NER -510 The connected wood member shall be designed for the design loads. Allowable NATIONAL values are for connections in wood seasoned to a moistureb conterSt of EVALUATION or less and used under continuously dj:ongit ". Fot cbrOeption$ in Aod that SERVICE, INC., is unseasoned or partially seasoned, tht aljo4able;lohd$•in thil rgpgrt shall be Co r1 "ht© 2003 multiplied by the moisture content factcro, C�,,,•specified irttlte appNcable building pY 9 , code. 3.3 Materials • NES 3.3.1 Steel: All devices listed in this repoq arl f • bncc��ated from ASTIR A653, SS Product Evaluation List Grade 33 steel, with galvanizing complying with ASTM 4914,•0900 Steel coated 9 or galvanized thicknesses are No. 10 gauge (0.1345 inch), No. 11 gauge (0.1196 inch), No. 12 gauge (0.1046 inch), No. 14 gauge (0.0747 inch), No. 16 gauge (0.0598 inch), No. 18 gauge (0.0478 inch), No. 20 gauge (0.0359 inch) and No. 22 gauge (0.0299 inch). The uncoated minimum steel thickness of the connectors shall not be less than 95 percent of these listed thicknesses. 'I 0 SUBJECT 3.3.2 Wood: Lumber shall be nominal dimension lumber having a minimum FOR specific gravity of 0.55, such as southern pine, with a moisture content of 19 0 PROPERTY WIiICFI percent or less. EVALUATION IS SOUGHT 3.3.3 Fasteners: Nails shall be common wire nails having a minimum bending yield strength, Fyb, of 90,000 psi. Common wire nails conform to the nominal sizes ! specified in Federal Specification FF- N- 1056 Bolts have a minimum bending yield D DESCRIPTION strength, Fyb, of 45,000 psi. r 4.0 INSTALLATION INSTALLATION 4.1 General s� y LISP Lumber Connectors shall be installed.in accordance with the manufacturer's �. _ S {t DENTIFIOATIOi published installation instructions. The manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the job site during installation. The instructions within this report.. govern : if. there are any, conflicts between the I i 1 111DENCE SUBMITTED: manufacturer's published installation: instructions and this report. 4.2 Design ,t 0 CONDITIONS O Tabular load capacities are based on wood with a minimum specific gravity of 0.55 j and a moisture content less than 19 percent.. Tabulated allowable design loads are s for loads of normal duration. Adjustments to these values shall be permitted for ,4 other durations of loading, i.e. plus 15 percent for two months duration (snow), or SKr. plus 33 percent for wind or seismic. Tabulated allowable design loads shall be s reduced 10 percent for design load durations longer than 10 years. The resulting 4 allowable design load after adjustment shall not exceed the maximum design load shown in the tables. 5.0 IDENTIFICATION Each of the USP Lumber Connectors covered by this report shall be labeled with the manufacturer's name /and or trademark, series designation and this National Evaluation Service evaluation report number, NER -510 for field identification. 6.0 EVIDENCE SUBMITTED .. ; 6.1 Calculations prepared and sealed by Dole J. Kelley, Jr., P.E. 6.2 Reports of Load Tests, prepared by ATEC Associates, Inc., for the following 0 ,> joist hangers and timber connector devices: CLPBF (Report No. 8555 dated November 19, 1992; and Report No. 33504 dated August 4, 1987 TPP4 (Report No. 4964 dated July 20, 1991); HCPR/L (Report No. 4955 dated July Re- Issued May 1, 2003 10, 1991); HCPLR/L (Report No. 4954 dated July 10, 1991); HCPLR/L (Report No. 9805 dated October 21, 1993); HCPEL (Report No. 4996 dated July 17, 1991); HCPTA (Report No. 4402 dated May 7, 1991); HDPT2 (Report No. 9803 dated October 18, 1993); HCPRS (Report No. 7503 dated June 17, 1992); HA5(HCPRS) (Report No. 0583 dated November 30, 1988; back to the NES home page and Report No. 7503 dated June 17, 1992). 6.3 Reports of Load Tests prepared by Product Testing, Inc., for the following joist hangers and timber connector devices: CPC44 (Report No. 94- 0036/6251 dated April 9, 1994); HDPT (Report No. 94- 0010/1349 dated i . . . i . +, Page 4 of 10 Nat nnal6a ep . or . t 4o. NER -510 January 17, 1994); HCPFA (Report No. 94- 0029/6251 dated • March 29, NATIONAL 1994). 0 ... EVALUATION 6.4 Engineering calculations for HU%2x;a4ds 1;7Zx'Jc9st.h0n0er.;bnnector SERVICE, INC Series, signed and sealed by ThoMas;A;Kol*rt P E., 9 -lp -:002. 6.5 Test reports on load testing of HE•6 Series Joist 6mgers tinder ASTM D Copyrights 2003 1761, Stork Twin City Testing Corporation, Project No. 3018 02- 50331, September 6, 2002, signed by Scott W. Britzius and Derrick J. Swanson, P.E. ' 7.0 CONDITIONS OF USE NES • • . . • . . ... • • Product Evaluation Listing The [CC-ES Legacy Evaluation Subcommittee forthe National Evaluation Service finds that USP Lumber Connectors described in this report complies with or are suitable alternates to that specified in the 2000 International Building Code© with 2002 Accumulative Supplement, the 2000 International Residential Code© with 9 0 SUBJEC' 2002Accumulative Supplement, the BOCA National Building Cade 11999, the 1999 Standard Building Code©, the 1997 Uniform Building CodeTm, and the 1998 International One and Two Family Dwelling Code subject to the following conditions: 2 0 PROPERTY 1=0R.WHICN EVALUATION 1S ,80UGHT i 7.1 This Evaluation Report and the manufacturer's published installation r instructions, when required by the code official, shall be submitted at the #ime of permit application. 3 0 ; ,DESCRIPTION .: `; y 7.2 Connector loads are determined in accordance with the applicable Code. The 4 allowable loads shall not exceed those shown in the tables of this report. y s Loads in the tables are predicated on the use of fasteners indicated in the R tables, wood with a minimum specific gravity of 0.55 and lumber moisture fl INSTALLATIO content less than 19 percent. The scope of this Evaluation Report is limited 4 to use of these connectors with lumber that has not been pressure treated with chemicals such as those for fire - retardant treatment and preservative 5 0 1DENTIFICATION treatment. E 7.3 Allowable loads in the attached tables are for connectors only. All framing members shall be designed in accordance with the requirements of their appropriate design specifications as referenced in the applicable Code 0 EVIDENCE SUBMITTED 7.4 Loads designated as "normal loads are permitted to be increased for duration of load in accordance with the 1997 AFPA National Design ! Specification® for Wood Construction up to the allowable tabulated for T 0 C ©h1DIT10NS {aF USE 115%,125%,133% and 160 %. 7.5 Calculations are to be submitted at time of permit application. The individual performing such calculations shall possess the necessary credentials regarding competency and qualifications as required by the applicable Code and the professional registration laws of the state where the construction is undertaken. a ry 7.6 This report is subject to periodic re- examination. For information on the current status of this report, consult the ICC -ES website. to Footnotes for Tables 1 through 6: (Refer to the bottom of each table for applicable footnotes.) 1. Design loads are based on calculations that assume a wood species having a minimum average specific gravity of 0.55, such as southern yellow pine. 2. Nails shall be common wire nails having a minimum bending yield strength, Fyb, of 90,000 psi. The nails shall also conform to the nominal sizes specified in Federal Specification FF- N -105B. Bolts shall have a minimum bending yield strength, Fyb, of 45,000 psi. 3. Header material shall be at least 3 inches thick. 4. Allowable loads are based on the lowest of the following: 4.1 Seat bearin of 460 psi. 4.2 Ultimate tes load divided by three. 4.3 Test load producing 118 -inch deflection. s. 5. Uplift loads include a 331/3 percent increase for compliance with the Uniform Building Code and Standard Building Code, and a 60 percent increase for compliance with the BOCA National Building Code for wind or seismic load conditions. When using products Re- Issued May 1, 2003 in jurisdictions which have adopted the International Building Code, uplift loads include 331/3 percent for wind and seismic conditions and require use of load combinations of Section 1605.3.1 or 1605.3.2 of the International Building Code. No further increase is permitted. 6. Allowable loads are beyond the scope of this report for conditions where permanent load back to the NES home page adjustment factor, 0.90, controls. i 7. Connector installation shall be restricted to concrete construction. Concrete shall be normal weight having a minimum compressive strength of 2,500 psi. 8. Lateral loads are perpendicular to the rafter or joist. 9. Allowable loads are for the number of fasteners specified in the table installed in each " end of the straps. s Page 5 of 10 National � dal u ani t tepo� Ifo NER -510 . • • .. • ••• • • ••• • • Table 1 — CLPBF Series Dimensions (in.) Fastener Schedule Allowable Leads (Lbs.) • 0 • :' • ; 0 0 • •' Joist Stock Steel • 4W :0 i' * 0 Size No. Ga. W H D Header Joist 100% 115% 12 3 1 % 0 ' ' ' ' 0 ' 2x4 CLPBF 18 1 -9116 2 -10 2 -1/2 (12)64 (3)6d goo 950 950 300 360 (12)6d (6) 6d 900 950 950 600 720 (12)8d (3)8d 950 950 950 380 460 (12j8d (fi)8d 950 950 950 710 B55 Notes: 1, 2, 3, 4, 5, 6 Values based on 1 -112" thickness. Figure 1 — CLPBF Butterfly Hanger i O 'ii 0 �= O I O O r m i, I° ® N W 2 1/2' . . . . . . . . . . Page 6 of 10 Natjo E •I •� • • e • rt • Y� N� R p4 �'f4• NER -510 • . • . • • Table 2 — HCPRS Series as Dimensions (in.) Fastener Schedule im s.) • • .. ... • • • • • .. Stock Steel uplift • • i i ;0 i • • • No. Ga. W1 W2 H Stud Plate Z6 i * 0 * i i i • • .0 HCPRS3 18 2 -9116 6 -114 5 -114 (6) ad (6) 8d (6)10d (6)10d HCPRS4 18 3.9116 7.114 5-1/4 (6) 8d (6) 6d 0 (S)10d (6)10d 0 Notes: 1, 2, 4, 5, 6 f f Figure 2 — HCPRS Hurricane/Seismic Anchors { i s E � � 0 m m � H m i i 0 Soo Page 7 of 10 National tvA uat-ioii 'kepo+t loo. NER -510 • . ... . . . . .. . .. . . . . • . . . - Table 3 — HCPL Series • • • • • • • Dimensions (in.) Fastener Schedule Allowable Load (M. 1 0 6 �' • �'' •' • Stock Steel F1 F2 6 It • • • • • • No, Ga. W H Ratter Plate Stud 133% 160% 133% 166% *33% 140 • • • HCPLL 20 1.112 6 (4 ) 6d (4)6d (4)6d' 145 145 95 95 400 480 • • :0& • • (4)8d (4)8d (4)8d 145 145 95 95 510 520 HCPLR 20 1.12 6 (4)6d (4)6d (4)6d' 145 145 95 95 400 480 (4) 8d (4)8d (4)8d' 145 145 95 95 510 520 Notes. 1, 2, 6, 8 'Applies to stud application. Figure 3 —HCPL Hurricane /Seismic Anchors i. ! o 0 H ' 0 r' 0 0 0 HCPL(L) shown (HCPL(R) opposite bend) ( .t Page 8 of 10 Nattona oEyflueltiln jRepvrt go. NER -510 i • . . . ••• . . . . . . . . . . ... . ... Table 4 —HDPT Truss Tie Down Strap Series • • .0. ; • • V • • • • . V: .. Allowable Loads •) • • • • • • • • • • Stock Steel Fastener F1 Size No. Ga. Description Schedule 133% 160% 2x HDPT2 18 Single True Tie (4)10d 450 450 (2) 2x HDPTD 1 18 Double True Tie (4)10d 450 450 j Alternate Fastening Schedule Allowable Uplift Loads Loads (Lbs.) Total Number of Fasteners Fastener 2 4 6 8 10 12 Size 133%1160%1133%1160% 133% 160% 133%1160% 133% 160% 133% 160% 8d 220 265 440 530 660 790 880 1055 1100 1320 1320 1585 10d 265 320 535 640 800 960 1065 1280 1335 1600 1600 f920 16d 320 1 385 1 640 770 7i280 1540 1600 1915 1915 230D Notes: 1, 2, 6, 9 i Figure 4 HDPT Truss Tie Down Straps (True Tie) f i � l 'o 0 y o of \o j F1 bi I t i e �°t t 5/8'+— o 0 0 3 1/8' for HDPTD o e 0 0 0 0 e o ` 0 0 0 0 e o e o 0 0 0 0 1 3/4' f i a i a j Page 9 of 10 Nat N naE • • i • . e • rt • 1 � . Y��N� � � P . NER -510 q .nS? • •• • • • • • • • • .• o .• ... 0 , 0 Table 5 — SGP Series • • • • • • • • • . • Steel augel Dimensions (in.) Fastener Schedule I Allowable di .) i : i 0 t • Stock Anchor ' • • • • No. Strap Plate W D L I CL Bolt Strap 133% 160% SGP2 14 114 1 -W 4 1 8-114 1 -12 (1)112 (14)10d 1455 1455 (14)164 1455 1455 Notes: 1, 2, 5, 6, 7 Figure 5 — SGP Tension Tie i i • o • • o • •• • • • • G D i E ' t . Page 10 of 10 NpatioAal EvaWation Report We -510 Table 6 — HUS Series • : •: : : :.' :' ' • 0 fee 60 Stock Steel Hanger Dimensions Fastener Schedule" Allowable Loads (lbs.) Number Ga. W H D Header Joist F = 460 psi F = 625 psi F = 675 psi Uplift' (in.) (in. (in.) Qty Type Qly Type 100% 115% 125% 100% 115% 125% 100%1115% 125% 133% 160% HUS26 16 1518 5 7/16 1 3 14 66d 6 16d 2590 2975 3080 2590 2975 3235 2590 2975 3235 1925 1925 HUS28 16 1 518 7 3/16 3 22 16d 8 16d 3145 3310 3415 3890 4050 4160 3900 4275 4345 2570 2570 HUS210 1 16 1 15/8 9 3/16 3 30 16d 10 16d 3415 3615 3750 4160 4360 4495 4385 4585 4720 3205 3205 HUS175 16 11 13116 511/321 3 14 16d 6 16d 2590 2975 3235 2590 2975 3235 2590 2975 3235 1925 1925 HUS177 16 113/16 7 31321 3 22 16d 8 .16d 3490 3655 3760 3900 4345 4345 3900 4345 4345 "2570 2570 ' HUS179 16 1 13116 9 3/32 3' 30 16d 10 16d 3760 3960 4095 4625 4830 4965 4890 5090 5 3205 3205 For Si: 1 inch = 25.4 mm, 1 Ibf = 4.45 N,1 psi - 6.89 kPa 1 A 16d nail is 31/2 Inches long and 0.162 inches in diameter. 2 The 16d nails driven Into the joist shall be installed at 30 to 45 degrees horizontally toward the header. 3 Uplift loads Include a 33 113% or 60% increase for wind or seismic load conditions. No further increase shall be permitted. Figure 6 i i 0 i 0 0 - 0 0 0 ® 0 I � o0 o 0 Z ® o , i fi i This safety alert symbol is used to attract ur - ' Yo_ DANCE. : A' i7QfdQER deslgnatss a condition attention) PERSONAL SAFETY ISINVOLVEDI When where failure to follow Instructions or heed warn you see this symbol • BECOME ALERT - HEED ITS king w�>; mQst likely `re$ult`in serious personal MESSAGE. Injury ¢r d h•oi d�rtla�e 00 uc�rres : CAUTION: A CAUTION identifies safe operating WARN G: a A WA'RNtNQ deer ides a condition practices or indicates unsafe conditions that could wherefall uretofollowinstructionscouIdresultin n .I result In personal injury or damage to. structures : - ' severepereonal In '6 ma a to,structure HIB -91 Summary Sheet • • COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL TRUSS PLATE INSTITUTE 583 O'Onofrio Dr., Suite 200 PLATE CONNECTED WOOD TRUSSES® Madison, Wisconsin 53719 (608) 833 -5900 It is the responsibility of the installer (builder, building contractor, licensed personnel inthewoodtruss Industry, butmust, duetothenatureofresponsibilities contractor, erector or erection contractor) to properly receive unload store involved, bP presented as a guide forthe use of a qualified building designer or handle, install and brace metal plate connected wood trusses to protect life and installer.Thus, theTruss Plate Institute, Inc, expressly disclaims any responsibility p ro p eily. The installer must exercise the same high degree of safety awareness as for damages arising fromthe use, application or reliance on the recommendations with any other structural material. TPI does not intend these recommendations to and information contained herein by building designers, installers, and others. be interpreted as superiorto the projectArchitect's or Engineer's design specification Copyright m by Truss Plate institute, Inc. All rights reserved. This document or forhandling, installing and bracing woodtrussesfora particularroof orfloor. These any partthereof must not be reproduced in any formw'ithout written permission recommendations are based upon the collective experience of leading technical, of the publisher. Printed in the United States of America. 3 CAUTION The builder, building contractor, Ilco sed4 X p l # tporary bracin should be no less contractor; erector or erection, co ltrastor °lsr`ad -, , , than 2x grade roes �lt�mber� "All connections :;. „ ;vised to obtain and read the'�entire bpoklelf mvm s of l�l ge` made Wtth ir>!inimt m �rf 2 1 sd site,' All v for.Handling IrY 'trusses ssum1 dA, on- center or ' less. Ail rnultl -pfy men #ary and Recommendations SIC & Bracing ;Metal plate .ConnectedW�od tl'tsresahutcl l3 cQnttetQ 10he>r tn. sccor- k Trusses, HIB -91 -" from:the runs Platem,instituts,r �; ctaa.tosigt�,clr.lf►}1gs pi'iotQ iristsi,latiati. TRUSS STORAGE CAUTION'S Trusses, should° o ' ��- ., Abe unloadscl ran <rugti tarrairt of uneveli surfacesyfhih eause damage tohe ttass k 8' -10' 8' -10' Trusses stored horizontally should be sup- ported on blocking to prevent excessive Trusses stored vertically should be lateral bending and lessen moisture gain. braced to prevent toppling or tipping. WARNING: Do not break banding until installa� >: . DANGER Do. riot store bundles upright unless tion begins or lift bundled trusses by the bands. properly braced PAN trusses which are lying A WARNING: Do not use damaged trusses''; F ;' "` flatis extreme ly dangerous and should bestrictly _ ....... ,. �.. prohibited. - Frame 1 }_ 1 - • ... L .'.'. , • • .. ., •a s WARNING: Do not attach cables, chains, or WARNING: Do not 0 si�igletr�t8ses with spans - hooks to the web members. gfeater than 30' by the peak , _. 60° MECHANICAL - I• a s or less o Jess hNSTAI1ktION ' "' • Tag Approximately Approximately Tag • • ' ;' Line '/z truss length Toe In '/ Toe In a truss length Line •. ' ' ' ••• Truss spans less than 30'. Lifting devices should be connected to ' ' • • • • ' the truss top chord with a closed -loop Strongback/ Spreader Bar attachment utilizing materials such as SpreaderBar slings, chains, cables, nylon strapping, 4+ 10 , -� -- etc. of sufficient strength to carry the _ weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with A the lifting device until the ends of the ( Approximately to Y3 truss len th truss are securely fastened and tempo- ?/3 to 3 /4 truss le ngth Less than or equal to 60' 1 rary bracing is installed. Greater than 60' J Tag Line T Line Spreader Bar Strongback/ 10 10' SpreaderBar Toe In Toe in -- At or above _ mid- height f Approximately Approximately '/z to 2 /3 truss len th � ins to V4 truss length Less than or equal to 60' Tag Tag Greater than 60' Line Line , h CAt1TIQN em r f � _ pQrar�r bracing aitvw�t � "th �su[rlr�ar � ttii a at frf t 1t� lil�tl� MP IM'; _rtrussesif striics?niglarat�las aCos 9 Y' LL } $. Po , '' " g0l; ng rrar�g inert is „desire The : ° � . erg�te� 1F1 O�AGt�t Ri Y , F?ej;ommend�t eel n S ecJtrc rlo t r P. .. Q =fie ors rair�n 'Y r �,, ,,Trusses, pS� *89; and t� same canes determinetha# ai* spagtla �pos'sJble F ti ' 9 GROUND BRACING:BUILDING INTERIOR GROUND BRACING,'BUILDING EXTERIOR GBD Top Chord Typical verticat Lz End Wall BT S% attachment Plan \ i �'✓ Blocking i O \ Ground brace /vertical (GBV) To Chord ��GBy ' .r �(�� \. Ground Brace Vertical*(GB ... Ground G diagonals BH ls 1 truss of brat” d group of truss" 1 Ground brace nd,br ee (£B) vertical (GBV) \ Grou brace 3 let'truss of s Ground brace ° lateral (LBG) lateral (18) 1 Ground brace group of true ' \._ d End b4- (EB) � iagonals (GBp) 2nd door system shall h adeq gr ound adequate capacity to support grpuPd braces. ; a Strut Backup (Sn \�— 2nd iloor ground stake t•t floor Driven / Typical horizontal tie member with ground stakes J multiple stakes (HT) Yt A CAUTION Ground bracing required for all ir►st�llations 1 Frame 2 • . ..0 0 goo • • . • , • • ... . ' YbP CHORD 12 TOP. CHORD DIAGONAL BRACE 4 or greater , NIM� W LA LA BRA �E SPACING'(DBS) SPAN o •PITEHa ;!. $P CTN LB • ; #busses • a a : Y • .. .. Up to 32' 12 a 8'0 • • • 20 15 l Over 32'- 48' 4/12 6' 10 7 Over 48' 60' 4/12 5' 6 4 Over 60' 6e a, Bred ofessipnaIApgineer �S D - Povil5sPr; fli •. SP. Southern Pine r :+j f� Clem -F H ir• • , , • SPF• Spruce -Pine -Fir y / ;f Continuous Top Chord 3r All lateral braces Lateral Brace 8� lapped at least 2 Required trusses. 10" or Greater e Attachment Required F �S `?O. r ss / off s Top chords that are laterally braced can buckle t e> { etherandcausecoll + " og collapse ie no diago- - ` naf bracing. Diagonal bracing should be nailed '`'• to the underside of the top chord when purling are attached to the topside of the top chord. PITCHED TRUSS SS .,. a - � ��'�� • `t�'4 �'wt�r��1'�7 ��T r �� j.l '��'��ii .� �� w ■ � r , � �� er� ��. ,,r/� * �f �. r< +. ,., :. '�' _ 3, �° .. i R-'i �ti � �y a� pp y� rarr�r�r' -4Lt a��E•�M�M� "it. r b M + � • is Mw .., - !'�•r ''Fx ,�.5g s 4� {-s' S ir F TOP CHORQ Y MINIMUM .' TOP CHORD! DIAGONAL6RACE` - PITCH LATERAL BRACE SPACING (1 12 SPAN . DIFFERENCE SPAClNG(LBS) (# trusses] 5 {lB SP /DF I SPF HF A Up to 28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 1 3.0 5' S 3 Over 60' See a registered professional engineer — DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir \ Continuous Top Chord Lateral Brace All lateral braces Required —� lapped at least 2 ` —� trusses. 10° or Greater Attachment�� Required ? { oP r rte, 2 5 ` lli 0 ti �y;C Top chords that are laterally braced can buckle togetherand cause collapse it there isnodiago- z ?e „ 4• yu� y net bracing. Diagonal bracing should be nailed p r/ to the underside of the to chord when urlins P P are attached to the topside of the lop chord. U. t hE r qr 2i �r SCISSORS TRUSS Frame 3 12 —� 4 or greater • • ' • �OTTOM CHORD BOTTOM CHORD DIAGONAL BRACE MiNIMIJM LATERAL BRACE SPACING (DBS) SPAN ttrcl3 '• 4AGIIQP(LB.%)•� ••.[ #trusses] • • •_r ; •_.;. • U to 32' • • 4/i • t5' • • 20 15 Over 32' 48' 4/12 • • 10 7 4 ,• Over 48'- 60' 4/12 15' 6 4 Over 60' 1 bee a•regipter professional en ineer ry ' DFt D s.FitL4rC • -Sou thern Pine ryN r HF y'FiP • •. ; • SI+F - Spruce- Pine -Fir • r, All lateral braces lapped at least 2 trusses. Il Bottom chord.diagonal bracing repeated A ... at each end of the building and at same spacing as top; chord diagonal bracing. BOTTOM CHORD. PLANE IIG-V Failurtoofli� #heseocomjtadatlQttsoidrsi�ti persi�nak4njurP004 00" 1 *ussev, r'. " Cross bracing repeated 'o at each end of the ° sS �o, ;= _ building and at 20' P s Intervals. .:.. . A o r - Permanent continuous lateral bracing •c ' "� as specified by the / �1. -45o truss engineering, ' WEB MEMBER PLANE F 7 Frame 4 fi TOP CHORD 2X4 /2x6 PARALLEL i .;. Continuots TOPCHORD DIAGONALBRACE CHORD TRUSS tooCholli ••• MINIMUM LATERAL BRACE SPACING (DBS) Lateral Brace SPAN DEPTH SPACING(LB) #trusses • • Required S Top chords that are laterally bred can b%ckle • • • • S P / D F SPF / H F togetherandcausecollapse ifliters!*noais • , :;:Or .I U to 32 ' 30 8' 16 10 naibracing. Diagonal bracing lboulbbeeailed • • • • Over 32 '- 48' 42" 6' to the underside of the lop ego rawheR purlins s j • • • • 6 4 are attached to the topside of the top chord. • • Over 48'- 60' 48" 1 5' 4 2 Over 60' See a registered professional engineer • • • • Attachment j DF - Douglas Fir -Larch SP - Southern Pine •• : •; • • • •Atiquireji • • • • •e HF - Hem -Fir SPF - Spruce- Pine -Fir • • (Dg rOTrusses S� S PF /yle 0 -0, gre or greater ty £i ek ioNzY ,. Ali ia'tera) y` I n i b[are'S iaped ` c ' The end ro 46' �r diagonal brace f for cantilevered End diagonals are ess+�titia! ,trusses must be stability and must be dupiicstt placed on vertical both ends of the truss system. webs in line with the support. � q , �seaF �. ersona ttt tar �apxdama � to #r se;y � � °� }� , x Y•� ...�. ,. ,....... _. .,. n: -;, .. rya ...w , ;... « ...... ..... ... .. .... .. -... 4X2 PARALLEL CHORD TRUSS -TOP CHORD w Continuous Top Chord \� Topchordst hat are laterally braced can buckle Lateral Brace togetherand cause collapse ifthereisnodia Aequlred "�— t nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 10' or Greater are attached to the topside of the top chord. �. Attachment Required —J 3 0 , (os � ) o.c. - - - 3 \ Trusses must have lum- ber oriented in the hori- zontal direction to use braces appei „ ' z�� this brace spacing. at (Bast tW0 rw 1 a s - a fi :i Y t trusses. e p # s X45 x End diagonals are essential tw h6 stability and must be duplicat on both ends of the truss system. i 2 1, Frame 5 TOP CHORD •- I�b* • e . • 006 greater TOP CHORD DIAGONAL BRACE / (fi MINIMUM LATERAL BRACE SPACING (DBS) s/ SPAN PITCH SPACING(LBS) [# trusses] • • e' • e ••• SP DF I SPF HF • • • • • • • • Up to 24' 3/12 $' 17 1 12 • • 0 • • • Over 24'- 42' 3/12 7' 10 1 6 e • ' • Over 42'- 3/12 6' 6 1 4 Over 54' See a registered professional engineer • I X ` DF - Douglas Fir -Larch SP - Southern Pine v HF - Hem -Fir SPF - Spruce- Pine -Fir o' • • • ' . �`«` L00 @r •• ' • • yr' i• All lateral braces lapped at least 2 trusses. Diagonal brace also required on \ \ end verticals, \ Continuous Top Chord Lateral Brace —� Required } \ • r Top chords that are laterally braced can buckle togethcing. Diagonal bracing shou ben e nal bracing. d a E 10' or Greater eing. Dgonal racing should be nailed s - to the underside of the top chord when purlins"' w are attached to the topside of the top chord. 3 Attachment MONO TRUSS - Required w �� a 1NARNING� Falluretogliow�# tteee +cb�mmenc�tr4nsc4uidtsultlri� c 3 sev {e `p�rsor>al nJurj o damia tR u,�s�s oi�wll+ INSTALLATIOR TOLERANCES BOW Length Lin) 4 _ PLUMB D(in) D /50 D(ft) 12" 1/4" 1 Lesser Of 24" 1/2" 2' L/200 or Z' N 36" 3/4" 3' 48" 1 4 , 60" 1-1/4" 5' {s L(in) L (In) I 72" 1-1/2" 6' 1 84" 1-3/4" 7' Truss 1 96" 2" 8' Depth 108" 2 " 9 1 D(in) I Lesser of 1 1-/200 or 2" i Lesser of D /50 or 2" L(in) L/200 L(ft) `' L(In) 0200 L(ft) Maximum Plumb 50" 1 4" 4.2' 200" 1" 16.7' Misplacement Line 00" 1 8.3' 250" 1 -1/4" 20.8' 150" 3/4" 12.5' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. ';DANGER:;' Under no `circumstances should 4` & , onunbraced ;`construction loads of anydescription be placed WARNING: Do not`cut trusses trusses Frame 6 'M MIAMI -DADS COUNTY, FLORIDA METRO -DADS BUILDING CODE COMPLIANCE OFFICE FLAGLER BUILDING PRODUCT CONTROL DIVISION (BCCO) LER STREET, SUITE 1603 ;,. IAMI, FLORIDA 33130.1563 NOTICE OF ACCEPTANC (3 75 -2901 FAX (3 05) 372 -6339 E OA •mi ov u in Sunshine Windows Manufacturing, Inc. 1745 West 33` Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and re` ing th se 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 revolve, 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 mat the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2000 Aluminum. Single Hung Window - N.I. APPROVAL DOCUMENT: Drawing No. SH0&02, titled "Series 2000 Aluminum Single Hung Window Non- Impact Resistant Glass". sheets 1 through 6 - of 6, dated 04/14/08, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,, P.E. NOA No. 08-0331.06 Expiration Date: May 8, 2013 Approval Date: May 8, 2008 Page 1 Sunshine Windows - MwufteturjU g , I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SH0 8-02, Sheets I through 6 of 6, titled "Series 2000 Aluminum Single Hung Window Non - Impact Resistant Glass ", dated 04/14/08, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked-up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5124, dated 08/27/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA #07-0119.07) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5127, dated 03/28/07, signed and sealed by Michael Wenzel, P.E. (Submitted under previous NOA #07- 0119.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, Prepared by-Manufacturer, dated 03/15/08, signed and sealed by Francisco Hernandez, P.E. Complies with AS TM E1300 -02 D. QUALITY ASSURANCE L Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. ManuetPerez, Product Control ftwat N ©A No. 08- .06 Expiration Date: May 8, 2013 Approval Date: May 8, 2008 E -1 Swi shine Windows Manufacturina. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB�D F. STATEMENTS 1. Statement letter of conformance, dated Mauch 18, 2008, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated March 18, 2008, signed and sealed by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report No. FTL -5124 issued by Fenestration Testing Laboratory, Inc., dated September 21, 2007, signed and sealed by Carlos S. Rionda, P.E. 4. Laboratory compliance letter for Test Report No. FTL-5127 issued by Fenestration Testing Laboratory, Inc., dated August 13, 2007, signed and sealed by Michael Wenzel, P.E. G. OTHER 1. None, I lanael P P.E. Prodact Control Fjoiner NOA No. 1.06 Expiration Date: May $, 2013 Approval Date: May 8, 2008 E -2 , MAX w r e , . T FALSE MUMiNS Sunehlno I ndowe (SURFACE APPLIED) DBStON PRHSSURB CHART-PEN (�O09fOtkIFI11l� --------- °- ° - -- --= MAY BE USED SBRIBS -2000 ALUMINUM SINQLB HtM WINDOW n+e tr. aaro + _ Mara► norm aaots B C 1 HURRICANB PROTtiC'fIQN IS RBQUBtBD na (aoo)3e*• -Does womw 1/4 "TAPCONS LIOHTDUTY roopos)"o -efts ANCHOR - DIMENSION SCHHWLILB DMON PRESSURE -PSP D80- ANN. GLASS 911E ANN. MASS U4' ANK M A89 ff4" TMW. OLAW -- �a .c:cc - -- - -- _ - -- --- cx_c�_c WII)177 �SIM FMIAMO I � EXT. INT. EXT. MIT. EXT. INT. EXT. INT. t C 1 C C C4 101/0- 3 75.3 204.0 75.3 210.0 70.3 2 75.3 _210.0 1e 1/s" 3 75.3 148.0 75.3 200.2 75.3 210.0 70.J 210.0 3r se" 4 3 75.3 121.81 76.3 121,8 75.3 171.7 75.3 171.7 A 75.3 78.0 75.3 76.0 75.3 184.0 75.3 154.0 (� 4" 10" MAX 4 tY I/e' 3 75.3 130.0 78.5 1 194A 75.3 194.4 75.3 194.4 NNNDOW WIDTH se t/s 3 75.3 88.0 75.3 1160.9 70.3 160.9 75.3 180.9 30 AW ar 4 58.2 58.2 75.3 93,3 75.3 145.7 75.3 140.7 TYPICAL, ELEVATION 1 OVER 1 u t/e 6 42.8 42.5 55.5 68.5 75.3 112.4 75.3 112.4 II t/w 3 75.3 93.2 75.3 200.0 75.3 204.8 75.3_ 204.6 se Iff so ate" 3 6 74.0 74.0 75.3 130.0 75.3 162.2 75.3 162.2 3r 4 50.6 50.6 75.3 81.2 75.3 124.0 75.3 135.2 d OSNBRAL NOTES' e, I/e' 6 30.7 30.7 46.8 46.8 75.3 87.1 75.3 92.3 1.- FOR NUMBER OF ANOHORS FOR EACH UNIT SIZE REFER TO a t/e' 3 73.0 73.0 75.3 163.0 75.3 183.5 75.3 1&3.6 y DESIGN PRESSURE CHART. se t/A" 3 58.8 65.8 75.3 102.0 75.3 141.0 75.3 142.2 t 2.- REFERENCES: TESTS REPORTS M - 5127 AND FTL - 5124. 4r' 3; THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 ar 4 7 45.8 46 5 73.8 73.8 75.3 96.8 75.3 113.9 Q FLORIDA BUILDING CODE 53 I/e' 6 30.2 30.2 400 40.0 62.8 82.6 75.3 98.9 4.- FASTENERS MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE is I/W 3 60.8 1 808 75.3 143.0 75.3 1_7 75.3 173.2 F - 1 PROTECTION AOMNST CORROSION AS PER DIN 50018. ALUMINUM % f/s' 3 48.8 48.8 75.3 84.2 75.3 120.0 70.3 132.6 CONTACTING METALS SMALL BE PROPERLY PROTE)MD. sa t /4" 4 8 40.0 40.0 63.5 63.5 75.3 82.1 75 3 103.8 sa t /e" 6 - - - - 55.8 56.8 75.0 75.0 MIAMI -AADE IMPACT RESISTANT sHurrERs R RF oft Approvataeae8tyM4a4M 6ro RwMlon FNrtds 0 Ce' Wtt Omwm Na m SH08 -02 SHEET ` FLORIDA % 55113993 t OF 6 I TYPICAL ANCHORS 2 1/2" MIN. 2 1/2" MIN. TYPICAL ANCHORS 1/4" SMS 1 11Y MIN. PENETRATION INTO WOOD. �. EMBEDMENT OF MAX. ANCHOR SPACING AND NUMBER 1/4" TAPCONS 1 1/4" MIN. E OD BUCK of ANCHORS REFER TO SHEET 1 OF S) INTO MASONRY THROWN 1" BY WO •44 • • {FOR MAX. ANCHOR SPACINO AND NUMBER o : �' a'' • OF ANCHORS REFER TO SHEET 1 OF B) " , 1 ::��, ' { Z" BY W000 BUCK SUII�11118 8 �911UfGCfWIRQ, �iC. ' n46 w• Pad Foe. �� Mot,eA RmMo ]J01f PH" (JOD)304 -9061 Faa(ig0)848 -6116 RUMAI DETAIL A2 p UI AT AT CHN= TO MASC)NgY ATTACHMENT TO WOOD TYPICAL ANCHORS 1/4' SMS THROUGH METAL. SPACINO OAF ANCHORS R TO SHEET OF 6 GLAZING DETAIL 1 /8 ", 3/16 1/4" ANNEALED OR 1/4 TEMP. GLASS z z GLAZING TAPE GLAZING BEAD DETAIL A3 ATTACHMENT TO METAL STRUCTURE DETAIL {S1EEL OR ALUM8IUM 1 S MIN, THICKNESS) 3/8 "GLASS BITE (TYPICAL) Drown w. RF loan t -1 A�..cen6�WIwSAHHa , � TYPICAL HEAD SECTIONS WUMN4 No. SH08 -02 SHE LF6 FRAN PE at 3 93 2 Q i I I I I IW I I I I I Sutshine yhdows � �� I�amfadurilg klc. 1 745 ti s31i Pro (aos1 • r b .. '' Fe�:(aoe)ass -ere -� y _ �' t — M ' :•: • ! � �,:s +w+ 3/4' MAIL NOW-SHRINK *ROUT .r ••'�. .-'�, N d. •�..:s ; T + °.., ' < OR 1" By WOOD DUCK • .. 6• a � � • � , � r , a s �' P \ �. .. :, , . 2 1/2" MIN. 2 1/2" MIN, 2 I /2" MIN. 2 1/2" MIN. TYPICAL AN TYPICAL ANCHORS ANCHORS I I O CRY TMRO T BY WOOD BUCK I NTO INTO MASO RY SHRINK TAPCON3 1 1/4" MIN. EMBEDMENT N I OR NON SHK NON MEIAWC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER I OF (FOR MAX. ANCHOR SPACWO AND NW � OF ANCHORS REFER TO SHEET 1 OF B) I ANCHORS REFER TO SHEET UMB I OF e) V W I DETAIL C1 I DETAIL C2 I ATTACHMENT TO PRE•CABT SILL i ATTACHMENT TO MASONRY z TYPICAL ANCHORS Z 1/4" SMS THROUGH METAL. 2" BY WOOD BUCK DETAIk04 ATTACH TYPICAL ANCHORS (STEEL OR ALUMINUM 1 /B" MM. THICKNESS 1/4' SMS 1 1/2" MIN. PENETRATION INTO WOOD. ON" M RF (FOR MAX. ANCHOR SPACING AN O NUMBER Dew OF ANCHORS REFER TO SHEET t OF 8) to"lm Approralacsra bMBwDAMa R6.— Ybeit�B W DETAIL C3 m' EOF'�6 ATTACHMENT TO WOOD TYPICAL SILL. SECTIONS FRANCISCO HERNANDEZ NON- IMPACT RESISTANT WINDOW F1.�aA PE / 61393 i 2" BY MOOD BUCK n sowine was TYPICAL ANCHORS �nUfGC(I11nq, (TIC 1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD. 1716 It 33rd Pbo (FOR MAX. ANCHOR SPACING AND NUMBER HIM ak AwWo 33012 1/4" MAX. OF ANCHORS REFER TO SHEET 1 OF S) PIN O -611 SHIM '� f /4" MAX• •.i i r' S HIM SPACE a � "r DETAIN. W MACHMENT IQ WQQD_ TYPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT TYPICAL ANCHORS INTO MASONRY THROUGH Y BY MOOD BUCK 1/4" SMS THROUGH METAL. y (FOR MAX. ANCHOR SPACING AND NUMBER (FOR MAX. RS REFER TO SHEET i OF 6) ANCHOR SPACING AND NUMBER OF ANCHO . , •, i '. � OF ANCHORS REFER TO SHEET 1 OF 6) TYPICAL ANCHORS N 1/4" SMS THROUGH METAL ro i ' (FOR MAX. ANCHOR SPACING AND NUMBER g OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL W L FOR JAMBS NO �e•• OW IS VALID HEAD ANS SILL. ATTACHMENT TO METAL STRUCTURE [..I C+'J Ig' a '•'• (UM OR ALUMINUM 1/8" MIN. THKRNESS) V DETAIL EN M M COUNTY PROVED ASTAOMT TO MASONRY ULLIO 0 z Iw�m RF . aw 6oabe i 2 .1 ATTACHMENT TO MULLIONS DETAIL I 1 °`rd'� a1m bwxo� R N0 � 1Xe16m6 K6. nW AI. JAMISECTIONS SMO8 -02 oft 4 -14 -06 FRANCISCO H DEZ SHEET NON - IMPACT RESISTANT WINDOW FLORIDA PE 51393 4 OF 6 1s 10 1s 6 17 SunWne Wmdm Ywlufadurirp, Inc. 1746 W. 33rd Pisa. 1 Nta ( NaAda x1012 18 Pk (306)96M -0062 ---- Part(306 )a26 -6116 (SEE DETAILS 14 17 Al, A2 AND A3 ON SHEET 2 OF 6) 14 3 12 O (SEE DETAILS 01, 02 AND 03 ON SHEET 4 OF 6) 4 WINDOW WIDTH O s HORIZONTAL SECTION I 1 12 ro ZTH OPTION 6 20 p 8 Q O 13 ( I WE DETAILS 2 } Cl. C2, C3 AND 04 ON SHEET 3 OF 6) 1 2" WEEP SLOTS A EACH END omm RF VERTICAL SECTION VERTICAL SECTION scow WITH TOP LOCK lo D� 0Rl1NIN0 N0. SH08 --02 k� SHEET FPANOISCO NON- IMPACT RESISTANT WINDOWS 5 OF 6 r I MATERIAL LW MATERIAL L= 2729Mi PAiT1 now DI8CBII7tON MATSIaAL U090 YAVO RBW DamaPtl" MATER" 1 0 1 FRAME HEAD 8083 —TS 11 SW43353 2/VENT LATCH BOTTOM RAIL PLASTIC 2 SW--52101 1 FRAME SILL 6063 —TS 12 SW -1820 AS RGO SEA. PILE FELT 3 SW -011 2 FRAME JAMB 8083 -75 13 SW -3257 AS ROD WEATHER STRIP BULB YIHYL 4 SW -40111 1 MEETING RAIL 8083 —TS 14 SW -1520 AS RM OWING TAPE FOAM RSmsMnelUndm 5 SW -017 1 SASH TOP RAIL 8083 -T5 16 SW-018 AS GLAZING BEAD 6063 —T5 1746 W 3kd Pleor 8 355 I 1 SASH BOTTOM RAIL 8083 -75 18 8W -540_ 2 SPIRAL BALANCE ALUMINUM MaMah ibAde 33012 7 SW82028 2 SASH CAM NYLON 17 SW -887 2/VENT LATCH 2210 (a�etfe 8 SW -012 2 SASH SIDE PAL 6083 —T5 18 SW -3OB2 s RGD WFATNER mo BULB VINYL. 9 SW —AS 14 ASSEMBLY SOROS 8X1" SMS 10 SW -82O2A 41VENT F—AM OUICES I NYLON OAl2 1.625 I 2A62 ---I Tlrfr L a�4 Faro 2 t i 0850 —7 0.326 f 41. 0, 12 •�•— i 2.}28 i ,.878 1 0.062 I FR AME HEAD OWING STOP _!_. 1 0.88 SW -018 L_ 0.8112 8083_m 6063 —T8 2,078 --� MEE11N0 1 SASH TOP RAIL 8063 5 —T55 SW -017 SW-821 01 6083 —TS 8083—TB H i (] 0.037 t.sio •---^� e 0.1970 G 0.602 �^•' •• • .IFrf ago 1 �^ om 20� T 11324 (� 1 11 0. 050 2.750 0.71• t •. ; ...... F� 2.375 SASH SIDE RAIL LATCH BOTTOM RAIL PLASTIC KOCETAL K300 t: FRAME JAMB M EW 1.000 SW -43353 � SW -011 SASH BOTTOM RAIL 8063 —T8 SW -43355 8063 -TS RF 0�1« 2eeln 1 -1 Rnbbm Amovow em was@ Rwttlom N i SH08- 02 A' 14 -O8 SHEET FRANCISCO H OEZ 6 OF 6 NON- IMPACT RESISTANT WINDOW FLORIDA PE 5'393 1 C' FURNISH AS CORRECTED ❑ REVISE AND RRMhff ITEM 6 This review for general conformance with the design concept of the Yr --- . - -al compliance with the information given in the Contract Dc 7 --- 7 ` _.. ications or comments made on the Shop Drawings duri ^1 " not relieve Contractor from complying with the requirement; A .A specifications. Approval of a specific item does not inclvd.^ -'e assembly of which the item is a component. Co. -onsible for dimensions to be confirmed and correlated at t. j„ . _- ormation that pertains solely to the fabrication processes or to th -- n.:.. , methods, technique, sequences, and procedures of construction; coordination of the k of all trades; and for performing all work in a safe and satisfactory m n r. J. ANT NI RODRIGM 10 vg . MIA MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (RCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) wwwmaimidade.goythudd Traco Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 16066 SCOPE: This NOA is being issued under the applicable Hiles and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "2100" Aluminum Single Hung Window — N. I. APPROVAL DOCUMENT: Drawing No. 04- 113 -0002, titled "Series 2100 Aluminum Single - Hung Window Non - Impact Resistant", sheets 1 through 4 of 4, dated 04/21/2004 with latest revision 05/15/2008, prepared by Engineer Express, dated 07/17/2008, signed and sealed by Frank L. Bennardo, P.E., 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. LIMITATIONS: Miami -Dade County Product Control Approved Shutters Are Required. LABELING: Each unit shall bear a permanent label with the manufacturer's name: TRACO TRACO Security ( TRACO) 71 Progress Avenue 2304 Silverdale Road 5100 N.W. 7e Avenue Cranberry Township, PA 16066 Johnson City, TN 37601 Miami, FL 33166 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 revises and renews NOA # 07- 0521.06 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. GasVon, P.E. NOA No. 08-0527.15 � Expiration Date: July 11, 2012 �`v \d% Approval Date: August 21, 2008 Page 1 Traco Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 04- 11341002, titled "Series 2100 Aluminum Single - Hung Window Non- Impact Resistant ", sheets 1 through 4 of 4, dated 04/21 /2004 with latest revision 05115 12008, prepared by Engineer Express, dated 07/17/2008, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 Along with marked -up drawings and installation diagram of Series 2100 Aluminum Single Hung Window, prepared by Farabaugh Engineering and Testing, Inc., Test Report No. FET T150 -08, dated 04/09/08, signed and sealed by Daniel G. Farabaugh, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 Along with marked -up drawings and installation diagram of Series 2100 Aluminum Single Hung Window, prepared by Farabaugh Engineering and Testing, Inc., Test Report No. FET - 04002, dated 03/15/04, signed and sealed by Daniel G. Farabaugh, P.E. "Submitted under NOA# 05- 0729.03" 3. Test report on: 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 Along with marked -up drawings and installation diagram of Series 2100 Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1616, dated 04/02/97, signed and sealed by Gilbert Diamond, P.E. "Submitted under NOA# 99 -0712.05" 4. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 Along with marked -up drawings and installation diagram of Series 2100 Aluminum Single Hung Window, prepared by Fenestration Testing, Inc., Test Report No. FTL- 1305, dated 10/09/95, signed and sealed by Gilbert Diamond, P.E. "Submitted under NOA# 97- 0924.03" Jaime D. Gasgon, PE. Chief, Product Control Division NOA No. 094527.15 Expiration Date: July 11, 2012 E-1 Approval Date: August 2l, 2008 Turco Security Windows & Doors_ Inc. NOTICE OF ACCEPTANCE• EVIDENCE SUBMITTED B. TESTS (CONTiNVED) 5. Test reports on: I) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 Along with marked -up drawings and installation diagram of Series 2100 Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -1274, dated 09/27/95, signed and sealed by Yamil Gerardo Kuri, P.E. "Submitted under NOA# 97- 0924.03" C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Engineer Express, dated 05/15/08 with latest revision 07/24108, signed and sealed by Frank L. Bennardo, P. E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated May 16, 2008, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest, dated May 22, 2008, signed and sealed by Frank L. Bennardo, P.E. 3. Laboratory compliance letter for Test Report no. FET T150-08, issued by Farabaugh Engineering and Testing, Inc., dated 04 /09/08, signed and sealed by Daniel G. Farabaugh, P.E. 4. Testing agreement letter, dated 10/08/2007 between Farabaugh Engineering and Testing, Inc. (FET) and Traco Security Windows & Doors, Inc., issued by FET. "Submitted under NOA# 07- 0521.06" 5. Laboratory compliance letter for Test Report no. FET 04002, issued by Farabaugh Engineering and Testing, Inc., dated 03/15/04, signed and sealed by Daniel G. Farabaugh, P.E. "Submitted under NOA# 05 -0 729.03" R Jaime D, Gasvon, .E. Chief, Product Control Division NOA No. 08- 0527.15 Expiration Date: July 11, 2012 E -2 Approval Date: August 21, 2008 Tyco Security Windows & Doors, Inc NOTICE OF ACCEPTANCE EVIDENCE SUBMITTED G. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Report no. F17L -1616, issued by Fenestration Testing Laboratory, Inc., dated 04 /02/97, signed and sealed by Gilbert Diamond, P.E. "Submitted under NOA# 99- 0712.05" 7. Laboratory compliance letter for Test Report no. FTL -1305, issued by Fenestration Testing Laboratory, Inc., dated 10/09/95, signed and sealed by Gilbert Diamond, P.E. "Submitted under NOA# 97- 0924.03" 8. Laboratory compliance letter for Test Report no. FTL -1274, issued by Fenestration Testing Laboratory, Inc., dated 09/27/95, signed and sealed by Yamil Gerardo Kuri, P.E. '"Submitted under NOA# 97- 0924.03" G. OTHERS 1. Notice of Acceptance No. 07- 0521.06, issued to Traco Security Windows & Doors, Inc. for their Series "2100" Aluminum Single Hung Window — N. I. ", approved on 06/28/07 and expiring on 07/11/08. 2• One year conditional approval dated 06/28/07, subjected to successful verification test, the final approval will be balanced of total s years. "Submitted under NOA# 07- 0521.06" c Jaime D. Gasgon, P.E. Chief, Product Control Division NOA No. 08-0527.15 Expiration Date: July 11, 2012 E -3 Approval Date: August 21, 2008 SERIES 2100 SINGLE -HUNG WINDOW (NON - IMPACT RESISTANT) P! THRII -FRAME ANCHORAGE NAIL FIN ANCHORAGE JI� 1/8" OSB Aim 3116. Ann 3/16° Temp 1/8" OSS Ann 1 • Ann 3/16' TemD m wM w Who 3/16" TAPCONS 3/16" TAPCONS 3/16' TAPCONS 3/16" TAPCONS 3/16' TAPCONS 3/16" TAPCONS W MAX 5 00 1/8' (b w6TM "11W c� t Pos Neg Pos Neg Pos Meg Pos Neg Poe Ne9 Pos Nag D.L.O (FIXED) 6 Anchors / Jamb 6 Anchors / lamb 6 Anchors /Jamb 5 Anchors t Jamb 5 Anchors / Jamb 5 Anchors / lamb 6" MAX 19.125 63.33 209.90 80.00 209.00 80.00 209.00 45.00 115.08 45.00 115.08 45.00 209.00 -{"'� TYP > u 26.50 26,00 63.33 150.10 80.00 209.00 80.00 - 209.00 4S.00 72.65 4100 72.65 45.00 190.24 I d 2 37.00 63.33 98.43 80.00 161.61 80.00 161.81 45.00 47.64 45.00 47.64 45.00 124.75 A L m W 8 53.125 _ 35.06 35.06 80.00 105.85 80.00 105.85 31.16 31.16 31.16 31.16 45.00 81.63 `a 3/ TEMP, D ^� W Yt 6 Anchors /Jamb 6 Anchors/ lamb 6 Anchors /Jamb 7 Anchors / Jamb 7 Anchors (Jamb 7 Anchors /Jamb n DR 3 G 1 10.45 / N CCL ST'EROR OF (4) N 8s } 19.124 63.33 178.00 _60.00 183.43 80.00 283.43 45.00 103. 45.00 103.29 45.00 204.00 Q %��% MEETING RAIL, q 26.50 6 3.33 120.51 60.00 184,62 80.00 184.62 45.00 56.23 45.00 58.23 45.00 152.49 36.975 - r V, B 2`1/2" a 37.00 63.33 74.21 80.00 122.00 80.00 122.00 35.92 35.92 35.92 35.92 45_00 94.06 � L: z 53.125 24.45 24.45 76.61 76.81 76.81 76,81 22.61 22.61 22.61 22.61 45.00 59.22 4" 8 Anchors ( Jamb 8 Anchors / Jamb 8 Anchors / Jamb 7 Anchors / Jamb 7 Anchors / Jamb 7 Ancnors / Jamb � 19.125 63.33 127.00 80.00 162.00 80.00 162,00 45.00 103.26 45.00 103.28 45.00 x51.02 50.625 g 2 -" 26.50 63.39 94.81) 80.00 175.00 80.00 183.09 45.00 53.90 45.00 53.90 45.00 141.16 < Fo JAMB B 37.00 63.53 83.33 80,00 104.12 80.00 104.12 30.65 30.66 30.65 30.65 41 ANCHORS 00 80.27 _ / SEE CHART) F 53.125 19.2 19.29 62.63 62.63 62.63 62.63 18.44 18.44 18.44 18.44 45.00 48.29 6 Anchor / Jamb 8 Anchors / Jamb 8 Anc / Jamb 7 Anchors! Jamb 7 Anchors/ Jamb 7 Anchors / Jamb j e 14,125 63.33 107.00 80,00 12152 80,00 125.52 4100 103.28 45.00 103.28 45.00 (17.01 I I ry 26.50 5700 63.33 87.00 80.00 148.69 80.00 148.69 4100 53.79 45.00 53.79 45.00 138.61 37.00 59.18 59.18 80.00 98.95 80.00 98.95 29.13 29.13 29.13 29.13 45.00 76.29 S 53.125 17.56 17.50 57.91 57.91 57.91 57.91 17.OS 17.05 17.05 _- I7.05 44.65 44.65 12' O.C. <F £�$ MAX MP) 6TYP �rGy 8 Anchors! Jsm4 8 Andnors /Jamb 8 Anchors J Jamb 4 Anchors /Jamb 9 AndMrs / lam6 9 Anchors /lamb 19.124 63.33 91.00 80.00 103.57 80.00 103.57 45.00 91.00 45.00 103.28 45.00 144.63 L -D.L.O. 48 1/16' �$ (VENT) n 26.50 6300 63.33 80.50 80500 310.32 80.00 110.32 45.00_ _ ,33_79 45.00 $9.79 45.00 140.88 MAX. 501/4• 37.00 56.61 $6.64 00.00 91.50 80.00 95.85 2S,22_ 28.22 28.22 28.22 ,45.00 73.90 VENT WIDTH N 53,125 16.34 16.34 54.49 54.49 $4,49 54.49 18.04 16.04 1644 16.04 4201 42.01 TYPICAL ELEVATION 10 An chors /lamb 10 Anchors /Jamb 10 Anchors Jamb 9 Anchors, /Jamb 9Anchors /Jamb 9Anchors /Iamb 1 WITH THRU -FRAME ANCHORAGE 8 19.126 63.33 79.30 90.0 117.00 60.00 x17.00 4s.00 79.30 45.00 109.28 45.00 1 109.07 26.50 63.33 66.50 80.0 111.00 80.00 111.51 45.00 53.79 45.00 53.79 459.0_ 103.95 1 1/2' = 1' -0" EXTERIOR ELEV 74.25 37.00 53.00 53.00 80.0 84.90 80.00 93.73 27.59 27,59 27'.59 27.59 45.00 _ 72.26 53.125 14.72 14,72 50.0 50.00 50.00 50,00 14.72 14.72 14.72 14.72 98.55 38.55 a GENERAL NOTES 1) THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN COMPLIANCE WITH THE 2004 AND 2007 ® Q ROLL - FORMED 1/6' DSB. ANNEALED FLORIDA BUILDING CODES (HIGH VELOCITY HURRICANE ZONE) AND HVHZ TEST PROTOCOL TAS 202. d A d d 8 k1 ALUM GLAZING GLASS ROLL- FORMED AWN 3/16' ANN OR 2) NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OFTHIS SYSTEM. WIND LOAD BEAD BEDDING GLAZING BEAD 3/16 TEMP GLASS DURATION FA(:70R Cd -1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3/4" MIN (S� POUND 3/4" MIDI j 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. BITE G 5555 D (TYPICA '! BEDDING 4} MULTIPLE WINDOW UNITS MUST BE INSTALLED USING MIAMI -DA17E COUNTY BCCO- APPROVED STRUCTURAL RGS7700, ! COMPOUND MULLIONS. OR DOW I (0 H 5) THE WINDOW SYSTEM DETAILED HEREIN IS GENERIC AND DO NO T PROVIDE coRNtNG 5555, GE INFORM TIIONS DETAILED HEREIN, SITE. LICENSED ENGINEER OR REGISTERED 04- 113 -0002 1198) RGS7700, OR DOW SHALL PREP ARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS 01 CORNING 606) PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE y�ln8 Mernib Plan 1199) TO WITHSTAND SUPERIMPOSED LOADS. Boadin8Code z GLAZ OPTIONS VERT SECT10N5 .T1 ALL WINDOWS SHALL PROTECTED WITH MIAMI -DADE COUNTY APPROVED 1 IMPACT RESISTANT SHUTTERS FOR ALL INSTALLATIONS. 8) ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED IN M ACCORDANCE WITH THE BUILDING CODES SPECIFIED ABOVE. S Uivbioa �, MATERIALS LIST F �° 6 N P .L {—EDGE DISTANCE ��-ANaim, ITEM No. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF. /SUPLIERWMARKS ( R ATI S 1 S -1104 1 HEAD 6063-7'5 PROFILE EXTRUSIONS a ` -j�.+ • 2 S -1105 I SILL 6083 -73 PROFILE EXTRUSIONS • lx OR 2x WOOD BUCK 3 S -1103 2 JAMB 6063 -TS PROFILE EXTRUSIONS a �• a' *• 4 S -1113 1 VENTTOP 6063 -TS PROFILE EXTRUSIONS b N ma .t WOOD BUCKS, NOT BY TWO, S 54101 1 VENT BOTTOM 6063 -T5 PROFILE EXTRUSIONS �® � MUST SUSTAIN LOADS IMPOSED M 0 BY GLAZING SYSTEM AND 6 S -1112 2 VENT SIDE 6063 -TS PROFILE EXTRUSIONS •' - � j jj - Ua Qg ., 1/4" MAX SHIM TRANSFER THEM TO THE 7 S -1110 1 MEETING RAIL 6063-TS PROFILE EXTRUSIONS ��JJJj w S .. X lg O t BUILDING STRUCTURE. 8 - - _ • 4 V, 2 s 9 012 -00 -030 AS READ- FRAME/VENT ASSEMBLY SCREW - # 8 X 3/4° SMS III�JJJ w 3 73 TYPICAL ANCHORS : 10 012.00 -83S AS REQD. VENT ASSEMBLY SCREW # B X 1" SMS W W '� W dd 3/16" ITW TAPCONS W/ 3116" HEAD OR EQUIV it 047.40 -012 4 WOOLPILE VENT SIDE - AMESBURY N U CONC J O O ACCEPTANCE ANCHO HOLDING CURRENT NOTICE OF 12 • INTO Zx WOOD BRICKS OR WOOD 13 02400 -018 AS REQD. ACRYLIC BASED GLAZING COMPOUND - SCHNEE MOREHEAD 5555 a e STRUCTURE H i!2° MIN EDGE DISTANCE ill° MIN INTO 14 007.10.017 2 SWEEP LOCK 0 7 FROM ENDS (WHITS) ZAMAK MARBOLLO INTL. D W000), WITH • THRU lx WOOD BUCKS INTO MASONRY OR 1 DIRECTLY INTO MASONRY (1 -1/4" MIN EMBED S 30 -2979 AS READ. ROLL FORMED SCREEN FRAME (WHITE) - OPTIONAL ' INTO CONCRETE OR MASONRY), WITH 2 -5/8" 16 30 -067X AS REQD• FIBERGLASS SCREEN MESH - MIN EDGE DISTANCE. 17 046-16-005 AS READ. SCREEN SPLINE - 9 14 SEALANT 18 .046 -16 -010 AS READ. BULB WEATHERSTRIPPING VINYL TEAM PLASTICS 7 70 19 ALL FRAME AND VENT CORNERS, - ` AND HEADS OF INSTALLATION 20 04618 -016 1 FLAP SILL VINYL TEAM PLASTICS SCREWS AT SILL TO BE SEALED $ 21 004- 00 -XXX-X i! JAMB BLOCK AND TACKLE BALANCE - AMESBURY $ 'g n '� WITH WH[TE/ALUM COLORED 3 � = 18 SEALANT, FIXED MEETING RAIL AT 22 00540 -041 2 CLOSED CELL FOAM PAD - 1•X2 /4" AT EACH CORNER < ^ an ENDS SEALED WITH GE SILICONE, 23 00610 -009 AS READ. ROLL FORMED GLAZING BEAU - ALUMINUM S a i t 3 24 _ 2S 26 27 S -1125 OPTIONAL 3 -T5 PROFILE APPLIED NAIL FIN 608E EXTRUSIONS p m p S J = 28 5-4740 AS READ. JAMB PLATE 6063 -T5 PROFILE EXTRUSIONS N F o 29 S -4931 AS READ. HEAD AND SILL PLATE 6063 -TS PROFILE EXTRUSIONS 5 TYPICAL ANCHORS, 114" MAX SHIM REF ELEVATIONS VENT WIDTH 1/4° MAX SHIM 1/2° DRAIN (Sl) FOR SPACING. NOTCH AT EACH ANCHOR NOTES " - D.L.o. (v ENT) TYPICAL ANCHORS, END OF RETAINING LEG 0 1) ANCHORS SHALL BE INSTALLED IN a ,' ... INTERIOR 3 9 REP ELEVATIONS 9 3 ACCORDANCE WITH MANUFACTURERS' 2t tt ECO ,. (SL) FOR SPACING 2 v. �::+ 73 6 �+ RMMENDATIONS. a •' a d1did g � g 2) WOOD BUCKS (NOT BY THIS — d 118" SHIM AT MANUFACTURER) SHALL BE ANCHORED 0 0 EACH CORNER 7 B I/4" MAX SHH4 PROPERLY TO TRANSFER LOADS TO THE . - I EXISTING STRUCTURE. tt�, OF SCRtFN - " 3) WOOD BUCKS AND/OR HOST ..,.�:,:...., 29 . STRUCTURE SHALL BE "SOUTHERN PINE" — — — rr C' ;!:. G -0.55 OR GREATER DENSITY. I 4) ANCHORS SHALL BE AS LISTED, 3 �n 04-113 -0002 TYPICAL ANCHORS, SPACED AS SHOWN HEREIN. MINIMUM. 314' RSN 23 k ix OR 2x REF ELEVATIONS EDGE DISTANCE AND EMBEDMENT TO BASE GLASS BITE EXTERIOR uuuu'�7 .`; D BUCK , „ ..•(Sl) FOR SPACING STRUCTURE EXCUJDES STUCCO, FOAM, (TYPICAL) O 01 f 8f7JCJC, AND OTHER WALL FINISHES. —FRAME WIDTH ---;'ti soomplyiog } --EDGE D ANCE —} 5) WHERE EXISTING STRUCTURE IS WOOD, � -: ' 1 r SINGL GLAZED SECTION VII "� ERIFYT,AT FAS 2 HORIZONTAL SECTION DETAIL 6" s 1'-0° VERT. SECT. INTO ADEQUATE WOOD FRAMING MEMBERS. 6' m 1' -0 HORIZ. SECT. 5 I FP�/. BENNM00. P.E. ANCHORS TO WOOD ONLY (SEE EDGE Yi MIN ' MIN EDGE OD ELEVATION ON THIS PAGE FOR EXIST. WO DISTANCE SHIM SHIM OISTANCE SPACING/LOCATIONS) STRUCTURE VENT WIDTH EXIST. WOOD D.L. . (VENT) M FM EOGE DISTANCE �ST 3 9 u INTER70R STRUCTURE z cn«, ( � q � - -_�_�' MIN SHIM,`} (�(� m '^ 0 27 i LL r a J . i .. ......... — '- 17 ......... Q U W 13 ANCHORS TO WOOD ONLY (SEE MINI;. - .. ' .. - .. " .. .. _ ..— . — .. 27 ul," MIIJ, r..:.. ANCHORS TO WOOD ONLY {SEE ELEVATION ON THIS PAGE FOR m wo � S$ ELEVATION ON THIS PAGE FOR n SPACING/LOCATIONS) SPACING /LOCATIONS) 3/4" MIN 2J IO p GLASS BITE EXTERIOR D 0 W e! (TYPICAL) O 0 O € FRAME WIDTH SINGLE GLAZED HORIZONTAL 2 2 S ECTION WITH NAIL FIN rl 14 9 g � 7 10 F © 15 4 n MAX. 531/3" x t 1 3 WINDOW WIDTH 495/8' D.L.O. (FIXEO) q n v, 6* MAX 13 I h h TYP n Y DS5 p L y` yI ANN., . 2 3 /16 )18"TEN G rz m 0 i N D CLUSTER OF (3) Pj ASS !!!' ANCHORSAT MEETING RAIL. H _ I � NOTCH AT EACH T it ENO OF SCREEN RETAINING LEG O JAMB 2 2 �' �/�? ANCHORS a 4 ¢� ¢ d SEE CHART) I N kT EACH SHIM ORN E ER G ALH CER 2 18 Y4" MAX SHIM C OF SCREEN �— u MIN EN D EDGE DISTANCE MAX (TYP) 6" p .�: .... / 46 111 04- 113 -0002 ANCHORS TO WOOD ONLY (SEE EXIST. WOOD O.L.O. . (VENT) ELEVATION ON THIS PAGE FOR STRUCTURE MAX. SO 1/4' PRMUCT REVVED 01 SPACING/LOCATIONS) VENT WIDTH o „ Fla�ds SINGLE GLAZED VERTICAL TYPICAL ELEVATION 3'`� WITH NAIL FIN ANCHORAGE 4 1 SECTION WITH NAI FIN 1/z' a V-0 EXTERIOR ar W • 1'-O" AIleo ' ^P,:,dax%COnVd " . A PE0048542 7NMDO1 P.E. {--2.177" — � I 0.0 372" 0.062• 6 1 .J. S �'- 1.989 "--'4 r HEAD AND i FRAME HEAD g SILL PLATE ® W ® �y�� y{ J�J W o WW WLL�X �� 0.062" m z W g i� 0.063" th �L7� 0.439" }}-2- .443 -: Ul 1.012 0.469 {- 1. s 96� VENT TOP CORNER MEETING RAIL 8 IAMB PLATE 4 �1.2s0 "1 � rxoauctnav+sso `1 0.O-r, � '�(' 17 �" FRAME TOP CORNER VENT BOTTOM CORNER N � e AT Z ~ t L N 0.247 T 0.050" ConitP - � 1 $ 1 G NAIL FIN FRAME JAMB (OPTIONAL) RP 3• EACH ANCHOR z•6zr_ { LOCATION x 1.109.1 a 0.06r o.93s" 2!9 S i :i�s VENT ga- Nei VENT TOP RAIL BOTTOM RAIL � }- -2.3zr � r 1.075 0.062• ' 7�C � 04- 113 -0002 mcma po6—* FRAME BOTTOM CORNE of "0.62s• /SILL CLIP 3" } — 2.12s^ LANG AT EACH ANCHOR L4 2)SI SASH SIDE RAIL L=TION I 0 FURNISH AS CORRECTED 0 REVISE AND RESUBMIT This review w.s L __- _ . n'y for general conformance with the design concept of the f .r; a ^awl compliance with the information given in tho. Contract D : ' ::;rations or comments made on the Shop Drawings du.; n ot relieve Contractor from complying with the requires-_ 3 specifications. Approval of a specific item doe:, not is ^° assembly of which the item is a com ionc :, - nsible for dimensions to be confirmed and corretcw4 -ntion that pertains solely to the fabrication grow gar ; rods, technique, sequences, and procedures of ,e work of all trades; and for performing all rr.., n r. J. ANT RO CiUBZ C Vate - Byy MIAMMD� WE MIAMI -DADS COUNTY, FLORIDA mi I� METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.maimidadeffov/lmi1dj3SLede Andersen Corporation 100 Fourth Avenue North Bayport, MN 55003 -10% SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Perma- Shield" Vinyl Clad Wood Casement Window - N.I. APPROVAL DOCUMENT: Drawing No. W03 -72, titled "Penma- Shield Vinyl Clad Wd. Casement Wdw. ", sheets I through 8 of 8, dated August 22, 2003, with revision "D ", dated October 22, 2007, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LIMITATION: Miami -Dade County Approved Shutters Or External Protection Devices Are Required. LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION 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 shalt 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 # 07- 0206.02 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08-0516.03 f Expiration Date: June 22, 2013 Approval Date: July 17, 2008 Page 1 Andersen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -72, titled "Perma- Shield Vinyl Clad Wd. Casement Wdw.", sheets 1 through 8 of 8, dated August 22, 2003, with revision "D ", dated October 22, 2007, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test Loading per FBC, TAS 202 -94 3) Water Resistance Test per FBC, TAS 202 -94 4) Forced Entry Test per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of vinyl clad casement windows, prepared and issued by Architectural Testing, Inc., Test Report No. ATI -02- 50075.01 dated April 28, 2004, signed and sealed by Steven M. Urich, P.E. (Subndded under previous NOA #04- 0930.02) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of Model C15 single panel vinyl clad wood casement windows marked -up by Architectural Testing Inc., Test Report No. ATI- 02- 46995.01, dated 11/26/03, signed and sealed by Joseph A. Reed, P. E. (Submitted under NOA#04- 0504.06) 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of Model C 15 single panel vinyl clad wood casement windows marked -up by Architectural Testing, Inc., Test Report No. ATI -02- 33003.01, dated 02/08/01, signed and sealed by Allen N. Reeves, P. E. (Submitted under NOA # 03- 0110.01) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of Model CXW 16 single panel vinyl clad wood casement windows (3' x 6') marked -up by Architectural Testing, Inc., Test Report No. ATI -02- 31165.01, dated 01 /28/99, signed and sealed by Allen N. Reeves, P.E. (Submitted under NOA #03-0415.14) Manuel P P.E. Product Con E finer NOA No. 516.03 Expiration Date: June 22, 2013 Approval Date: July 17, 2008 E -1 Andersen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of Model C15 single panel vinyl clad wood casement windows (2' x 6') marked -up by Architectural Testing Inc., Test Report No. ATI -02- 31166.01, dated 01/28/99, signed and sealed by Allen N. Reeves, P. E. (Submitted under NOA #03 -041 5.14) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated July 06, 2006, signed and sealed by Dr. Humayoun Farooq, P.E. Complies with ASTM E1300 -98102 (Submitted under previous NOA #07 -0206 02) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no changes, dated June 18, 20086, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of conformance, dated July 6, 2006, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous NOA #07 -020602) 3. Statement letter of no financial interest, dated July 6, 2006, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous NOA #07- 0206.02) 4. Laboratory compliance letter for Test Report no. ATI -02- 31166.01, issued by Architectural Testing Inc., dated January 28, 1999, signed and sealed by Allen N. Reeves, P.E. (Submitted under NOA #03 -0415.14) G. OTHERS 1. Notice of Acceptance No. 07 -0206.02, issued to Andersen Corporation for their Series "Perma Shield Vinyl Clad Wood Casement Window", approved on 11129/07 and expiring on 06/22/08. Manuel P .E. Product ContrqrEz3Ainer NOA No. 16.03 Expiration Date: June 22, 2013 Approval Date: July 17, 2008 E -2 33 16/19' MAX. 6 6 1/2' MAIL 64 6/8' MAX, WWOOW Wlm WINDOW 9ADTH WINDOW WIDTH 34 711V MAX. 27 7/32' MAX. 27 7/32 MAIL 27 7/32 MAX. 27 7/32' MAX. SASH WVTH SASH WIDTH SASH NroTtl _ 71 6/6' M ax. O DOW WIDTH L SASIi WIDTH SA1 WIDTH 0 Jt 9/16' MAX. . MAX. GPO. O.L. O24' Opa. 34 7/16' MAX. 34 7/16' MAX. FALSE MUNIIIN D. GPO. .L O.L. 24' MAX. 24' IMx. 24' MAIL A A SASH M10TH SASH MOTH DL OP6. DL OHO, D.L GPO. g 31 9/16' MAX. 31 9/19' MAX. g C RL. OPO. D.L. On I _ A Al C /i i C Q ii h d 6f / \ \1 1 I ii f \ u I tl I - /JL -__ - -JL,_- -_ ___ i! ii - --- -j------ I -- --- / r H \ u/ u u ♦ u - C \ d n � � ,G, \ h a t. a== x== == = = =A = 3j 1: ._ 4 - -__- ;z R la o I \ rl F _ �_ _JL -__ -_ .I Jl___ _--J n n \ II 11 II U f n JL_ -_- ___JL__ ^_ ____JL__�,._ =��u - -- -- -n�� - = A = = =a === = =A �- _ as =�� a -- - -- - °- �� - - - -- -- - -�� -/ u n u li •i IA AI u \ ❑ rl / U I `II = -- Jr-- - ^J n- =_ u \ u \ / B II B LOOKING POIWS SEE CHART STAXI NARY SASH CLIPS . FOR QUANTMES O JAMBS SEE CHART ir TYPMJIL_ ELEVATIONS WDW N0. OF HOW SLAT. CLIPS 'P Rat - . ' VINYL CLAD WOOD CA$�MEN7 WINDOW TES TED � S EE LYUwT LO Ar AT. JAMB APPROVAL APPLIES TO SINGLE, DOUBLE OR TRIPLE WINDOWS ml� jSrATttQlK 26^3 t i IN ANY COMBINATION OF VENTLNG OR STATIONARY UNITS. 16' ALSO COMBI ATIONS OF CASMT /CASMT OR CASEMENT Wmt SEE SHEET 4 FOR ANCHOR SPACING 64-1 7 te' OTHER WINDOW TYPES USING MIAMI -DADE COUNTY APPROVED SEE SHEETS FOR ANCHOR DESCRIPTION 71 -7 6 MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULpN APPROVAL SASH CUPS WILL APPLY TO ENTIRE SYSTEM. INST'RUCMINS: UANTRES O HFAD/STLL USE C44ARM AS FOLLOWS. � SE CHART WON. WONT AT. 5 of m ` • : p t DETERMINE DE IGN YAW S Lm RMUNWAC R Sam UPro �S`fAT Ag1 ' `` % ON WHO VELCIM. BLAO. NOW. WIND ZONE 26-1 2- 1 US APPLICABLE ASCE 7 STANWIRD. i • STEP 2 SEE CARTS ON SHEETS 2 As 3 FOR OESION LOAD PROEXXT RNtiW CAPAC 38 -1. t6' 2 �/ ITY OF NAND OE6RFL.`WH00W SIZE BASED ON eoply:og wim the FAxkla APPU ITY O pUWATKH. s com CcAo STEP 3 USE OW ON THIS 9tRET 4 FOR MOM �� THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ANCHORS CAPACITY. I s REQUIREMENTS OF THE FLORIDA BUIDtNC CODE 2004 EDITION INCLUDING T CAPAGiv s11ouL9 EXCEED THE DESIGN LOAD. +Ir INSULATED GLASS HIGH VG"TY WRWCANE ZONE (HNHZj STEP 4 INC LOWEST V&M ACSWTM FROM STEPS 2 NON- IMPACT . tRODUCI'RLSVI9LO WOOD BUCKS BY OTHERS, MUST B AND 3 SHALL APPLY M ENTIRE SYSTEM E ANCHORED PROPERLY TO TRANSFER wBMMe1TMtEN LOADS TO THE STRUCTURE, STFWC�YUFES 1 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS �CJLN. 1111157 >4 EMBEDMENT 70 ELSE MATERIAL SHALL BE BEYOND WALL DRETSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS INSTALLATION OF TINS PRODUCT IN THE HVHZ AIIEA REAIRRES THE lo ARE NOT PART OF THIS APPROVAL USE OF APPROVED SHUTTERS OR EX1ERl4N. PROTECTION DEVICES A LOAD DM70N I CRE43E IN ALLOWABLE STRESS IS USED IN DESIGN OF % WtTh4 HiHZ OUMtDIENITS. drawklg Ro. ANCHORS INTO WOOD ONLY. DV4TALLATION OF THIS SYSTEM OUTSIDE THE NVH2 AREA SHAD. MEET WO.3 -7Z THE APPLICABLE RWIREMDWTS FOR WIND BORNE DEBRIS PROTECTION. shat 1 oN DESIGN WAD CAPACITY - PSF (SINGLE UNITS) DESIGN LOAD CAPACITY - PSF (DOUDLE UNIT'S) DESIGN TOAD CAPACITY - PSP (TRIPLE UNITS) �4 V VENTING (Y), STATIONARY (0) IX, OE, XO OR 00 XO& GOY, 2000, 000 OR xxx 1 � ` SILICONE 0 CR26 33 -3/4' 00.6 80.6 65.0 760 0.5,0 7810 SILICONE GLASS TTP66 Oa.,r 0LA89 TYPE C1A93 741113 GlAS3 ftPEB O(ABa TYPE CIM "M "M CG95 TIM MAIN TIM _ c E5 7bA ✓ " 1 # WINDOW NIT WOM Wr TIT, t' ! 'AI' C' W"m Nor WM LW HT. A' k Al' TY ! '91 'C WOIppW IR11r WIDTW { M A ! Al' 'W ! 'SI' . 0 11EB�afmN n01aW 81cR28 kM(+ IMd- -) 00.( +) W4-) ammonom omm - oR +) 1104-) and +) 6rr.(-) and *3 xlyd-) Sl6c WMM MCM MOM DOd+ MIA-) 00 + W4 -) d +) �•t � t C812 17' X0 A 710 75,0 75.0 75.0 75.0 -- C; W3 33 -3/4" 6310 no 65A 73.0 66.0 75.0 C33 71 -7/6' 35-tS 16' DO.O no 50.0 no 30.0 Mo d ( CH12 20 -1/2' 2L -1/8• 75,0 76.0 750 76.0 710 7510 CN23 40 -3/4' 6610 7" 85.0 75.0 m5o 76.0 C3ffi 71 -7/6' 40- 13/18' 60.0 71.4 5" 710 00.0 751 g C12 24-1/0' 75.0 710 75.0 754 7a.0 750 C23 45• 35- 15/16' 63.0 75,0 05.0 75A 0.5.0 15.0 C34 71 -7/8' 46• Sap 55.0 50.0 72.4 501 72.9 CWI2 26 -3/6' 7610 7510 76.0 710 710 75.0 CWA 56^•1/2" 86.0 75A 06.0 75.0 85.0 75.0 0345 71 -7/8' 52- 13/16' 47.5 473 504 402 60.0 60:2 CR12S 17' 75.0 7" M0 76.0 75.0 710 CX23 02 -3/4' 65.0 70.3 65A 73A 810 76.0 C3$ 71 -7/YI" 511-7141' 39.3 30.3. 18.9 444 419 46.0 CNI25 20 -1/2• 28-3/6* 75.0 7510 75.0 75.0 7510 CM3 7/ -S/0" 81.2 61.2 MIA 7" 6510 75.0 CW33 84 -8/5' 36-13/ 5010 7510 SOA 7510 D0.0 710 C125 21 -1 /8" 760 75.0 7510 X0 760 7610 171438 33-3/4' 15.0 7510 VIA M0 669 710 CW3J8 64 -5/0' 40 -13 16' 60.0 6710 SO.O 7310 5010 75.0 V CN125 a6 -3/6" 760 7510 76.0 236 78.0 MO 75,0 CN 40 -3/4 65.0 722 65.0' 73.0 6510 710 C04 4 64 -5 /a' 48" SDA 610 80.p 82.0 50.0 62.0 CX12S 3t -1/* 76.0 75.0 7S.0 760 75.0 TEA .0235 46• 40- 13116 860 71.1 65.0 754 05.0 7" CW345 54-3X 62 -13/1M 47.3 Na 50.0 51.2 50.0 51.2 � A 0913 17• 75.0 75.0 760 75.0 75.0 760 CW275 56 -11* BSA 87.9 6510 75.0 66.0 no CW35 a4 -S/6' 59 -7/6• 39-1 30.3 39.8 30.8 � 6 . 39s CN13 20-11* 75.0 76.0 M0 no 734 MO ON= 62 -3/4' 61.I 81.4 85.0 75.0 4510 75.0 sA C13 Y24-1/11' 35- 13/18" 73.0 75.0 75.0 75.0 75.0 75.0 COO 71 -8/6" 53.7 53.7 65.0 MO 65.0 73.0 3/32' ANN. CLASS 3/32" HEAT STREN'D CLASS CW13 23 -3/8" 75.0 7 3.0 70 760 760 760 73.0 CR24 33 -3/4' 85.0 73.0. 65.0 75.0 6 5.0 710 NR SPACE AIR SPACE E CK13 31 -111' 3 70.3 710 75.0 710 .75.0 CN24 16^7/4' $7.7 57.7 85,0 75.0 ��.0 7310 3/32" HEAT S7BEN'D CLASS 3/32' ANN. O1A55 CXWI3 33- 13/16' 61.2 6114 75,0 760 760 710 C24 46• 49' 56.0 65.0 6510 75.0 66.0 710 OR135 17' 760 73.0 75.0 754 75.0 710 CW24 50-1/* 55.0 5510 65.0 715 46.0 710 W CNI� 10 76 20 -i/2' ]12 722 78 7610 76.0 CX24 82 -3/4' SiJ lil.7 BSO 7110 66.0 710 SILICO C135 24 -1,W 40- 13/18" 71.4 71.4 75.0 75,0 75.0 710 8 46.1 46.1 CXW24 71-5 65.0 67.4 610 8 74.0 CW136 28 -3/8' 117,5 6715 75.0 760 73.0 7510 CR245 33 -3/4' 06.0 760 _45.0 710 0" 7810 g M Q CX135 31 -1/2' 612 41.2 73.0 75.0 no 7$10 CH245 41 -7 /4• 64.0 5210 6510 751 CAO 710 K CXWI35 35- 15/16' 53,7 53.7 MO no 754 760 0245 45 52- 13/10' 47.5 47.6 654 06.4 63.0 78.0 CRI4 17• 7" 73.0 75.0 no 7" 7" CW248 56 -t /2• 47.3 47.3 612 612 05.0 760 CM14 20 -1/2' 57.7 57.7 7510 754 7611 no CX245 62 -3/4' 47.0 47.0 00.2 .9 6 605.0 760 �j Tc 014 24 -1/6' 40' 55.0 510 7510 71 75.0 0 7510 OXW245 7 1 -S/8' 41.7 41.7 892 692 65.0 86.0 CW14 28 -3/8' 5510 M.0 73A 73.5 7810 734 OR23 33 -3/4' OS.O TE 74.3 65.0 A 0S.0 760 CX 14 31-1/* 51.7 81.7 713 71.9 75.0 7510 CN25 46 -314• 47.7 47.7 65.0 7310 00.0 7" C=LASS TYP • F_A' GLA5S TYPE 'Al' Z g 0014 35- 15/18 60.1 46.1 67.4 67A 74S 74A C25 46' W -7/8' 396 30,3 60.1 eat 0510 7510 ac ,676• QIFR�„ 610R Ma'r �,l OVERALL NM 1HICR. < CR145 17 760 760 7S4 7510 73.0 75.0 CW25 86 - 1/* 30.3 30.3 52.0 32.0 �A N.5 CM45 20 -1 /2' 62.0 $24 73.0 MC 760 710 Cm 62 -3µ' 39.3 39.3 61.9 519 a.6 62.5 1/0" ANN. CLASS 1/0' HEAT STREN'D GLASS 0116 24 -1/8' 52- 13/16• 473 47.5 664 06.4 7510 M0 CXW20 71 -8/8' 37.4 37A 51.9 514 6010 60.0 cwi* 28 -3/a' 47.3 47.3 812 012 75.0 75.0 OR255 33 -3/4" 45.0 72.0 65.0 75.0 615.0 78 • 0 0 AIR SPACE NR SPACE 15(143 31 -1/2' 47.0 4710 609 0010 MO 7010 OM 40 -3/4' 45.5 45.6 65.0 X0 650 764 64-13/18' 1/8' HEAT STREN'0 CLAW C)W145 35- t6/18' NJ 41.7 60.2 09.4 8610 0110 C21S 46 $.7 J67 58.5 568 6610 N4 1/8 At81. GLASS CA18 17' 74.3 7410 75,0 76.0 734 7pA CIY256 66-1 35.4 J14 4710 qA 69.3 69.3 CRIS 26 -1/2' 47.7 47.7 75.0 75.0 no 75, (� R CE-2512 GE-2512 W 24-1/8' 39 -7/8" 30.3 39.3 60.1 mat 73A 710 CN2S 40 -3/4" 4101 43,1 65.0 66.4 66.0 66.8 i( g CN18 28 -W 363 3913 52.0 52.0 74.7 74.7 CIS 4r 71 -7/6' 3110 31.6 42,4 42.9 58.6 68.4 dd ^ aa��J33 CX16 31 -1/2' 39.3 39.3 St9 519 16 64 63 CN26 56 -1 16 2" 26.9 41.4 4110 .3 48.3 I CMI5 35 -1514• 37.4 37.4 51.9 519 QOA 004 ' CRISS 17• 72.5 M3 75,o 7610 75,0 7810 C1 20-11* 466 465 789 75.0 764 M0 1/8" TEMP. CLASS C155 24-VW 84-13/18' 35.7 35.7 SU 504 7810 MO - CWlaS 3/6' m - 314 35.4 47.0 47A 67.4 67A AIR SPACE r�VD E , � CXr86 31 -1/2` 362 362 66 4 1610 62.7 �.7 1/8' TEMP. Gi.A9S GLAD 8 AC MISS 35- 15/18" - - 46.8 464 66.4 564 9N1M.ONE 3/4.. L _ Tt 578 OYERAIL NOY• 1= < m u o ams 17' 60.6 60.6 7810 7610 7" 760 CE -2512 ft omCE REV482V CN16 20-11* X43.1 411 >5, M41.4.2 GU ZING C78 24 -1/8' SIA - 31.5 54,9 PRODUCT RENBV/EU SIMICTURIS p I 1° �v � CWIS 2a -3/8` 29A 29.9 41.4 a wwolyWS wi8190 Flows RA pa 1606'/ Buf&; CW 3f -1/2" 30.6 304 39.7 CAx. CIIWtb 35- 15/16• 406 X0 ] S drllwln4 m GLASS CAPACITIES ON THIS SHEET ARE BASED ON GLASS_ TYPE 'C' W03 -72 ASTM E1300 -98 (60 SEC_ WIND) air ammm Rom THiCIL sM1set 6f DESIGN LOAD CAPACITY - PSF (MNGLS UNITE) DESIGN LOAD CAPACITY - PST (DOUBLE UNITS) DESIGN LOAD CAPACITY - PSF (T%Pia UNITS) VENTING (X). STATIONARY (0) XX. OX, XO OR 00 XOX, 00X, X00. 000 OR 3= GLASS TIM Cuss nets cues ripe Cuss Tym Guts TIM CUSS TIM OIYR TIME WAN TIM OM Tret "wow uwr iROTN uw W. A' a 'at' 'B' a 1 9I' 1 'r um" uw 160tH uNR M. a' a 'At' 's' a '81' 'C' W9WOW utaT 11R11I utdr W. A' a 'At' B' a '81' v $. bEftsom Imm" OfCNBa WOIDS WQ+ art.(-) 7XT. +) WT.(-) EXT.(+ M.( -) DCl061P11m SO*" Wmn EXL( +) art.( -) IXTd +) aN:( -) fJR.( +) art.( -) aAraoAPTIaN a40.q INCIE9 cxrd +) FW4 m + W.(-) W4-) o 0112 17' mA 73.0 780 m.0 75 7" CR23 35 -3/4' 65.0 MO 68.0 74.0 63 0335 71-W 40- 0 7310 C33 71 -7/8' 38 -15/18 50.0 75A 5010 no 50.0 7510 /Y ON12 20-1 Q1µ 75A 73A 75.0 75.0 754 A 760 CN23 40 -3/4 050 7510 65.0 m. _ 0 Wi 751 13/16' 50.0 7510 m 504 .0 510 7" a C42 24 -1/6" 784 7810 no 760 75.0 7410 C23 45" 38- 15/16' 65.0 7" 6810 75.0 a" 7810 C34 71 -7/8' 48" 400 157.6 6010 72.9 MA 72.9 00"2 2a Y4r. CW-3/6' 7610 MO no 76 /Y 0 7" M CW23 56 -i 0" 760 6610 75A OM 7310 0345 71 -7 52- 13/16' WA 50.4 MO 80.2 50.0 00.2 CR125 17". 7510 75.0 78.0 75.0 VU 75A CX23 62 -3/4' b.0 75.0 0" 78.0 05.0 no 035 71 -7 ' 86-7 4as 46.9 4" 4610 4610 46.0 CN125 20 -1/2• 28 -318• 760 51. 760 na 7510 75A 7510 C%W23 71 -8/6' 6310 75.0 a" no 0" no COW 04 -S/8" 34-1 16" 5010 7810 5010 7310 0.0 5 760 C125 24 -1/6' no 760 75.0 74A 73,0 760 aUSS 33 -3/4' 4310 7SA B" 760 45.0 75A CM1334 84^3 a' 40- 13/18' S0A 760 40.0 75A BU 73a V Q CW12S 20 -3/d' 760 75.0 760 73.0 730 760 CN234 40 -3/4' 65.0 75.0 060 760 0&0 75.0 CW34 84 -5/8' b 8010 � 6210 SDA a" 5010 GLO CX125 11 -1/I' MO 75.0 ?U 760 75.0 75.0 C235 b' 40- 13/18' 08.0 mA 660 75.0 08.0 760 CW345 84-6 52- 13/16' a0A DiR 5010 51.2 SILO 51.2 CRU 17' 760 700 7810 730 74.4 7510 CW233 56 - Ilr 68.0 75.0 0" 760 [05Al ma CW$ 84 - /d' 80 - 39.6 �.8 30.d 30.8 �.d JBA Qi13 20 -1/2' 7610 760 7510 760 7510 760 005 82 -3/4" GSA ?U 69.0 7310 7510 j C13 24 -1/8 35- 16/16 M0 7510 76.0 79.0 760 76 " 0 Cori 71 -5 6610 bA 6DA 7510 no 3/32' ANN. GLASS 3/32' HEAT STREN'D GLASS CW13 26-3/6' no 75.0 73.0 760 78.0 7310 CR24 33 -3/4' b.0 760 660 79.0 760 AR SPACE AIR SPACE CX13 31 -1/2' 76.0 7910 73A 760 760 760 CN24 40 -3/4' 65.0 73.5 6510 75A 75.0 JI32 HEAT SiRENb 011055 J/32" ANN. GLASS e8l'13 15/16' 760 760 7310 75,0 76.0 7510 C24 b' b' 660 879 &'LO mA 760 CR135 17' 79.0 75.0 .0 7610 760 7510 CW24 56 -1/2" 6t%0 8710 65.0 7410 75 7510 CN135 20 -1/2' 75.0 751 n o 760 75.0 7U CM b -3/4' 64A 644 00.0 760 75.0 2 CiJS I4 -1/a' 40-1311W 760 7910 76.0 760 76.0 7510 CXW94 71 -8/8' 89.1 89.1 8510 7410 T4.9 C g I v MISS 28 -3/a' 750 no MO 7310 760 75.0 CR24O 33 -314' 85.0 7310 1 660 760 GSA 734 CX135 31 -i/2' 75.0 no 760 760 - no - 1 CN245 40-3µ 68.0 "A 030 73A 85.0 1 74.0 a CXW135 36- 14/16' 693 4R.5 no 760 734 754 0248 b' 32- 13/18' 59.4 59A 65.0 75.0 650 MO �e U CRI4 tr 73A 760 mA 760 mA 754 CW24S 56 -t/2' 868 566 bA no 6510 760 +� ON14 20 -1/2" 73.5 73A 75.0 760 75.0 760 CX243 82-0/4" 57.6 579 63.0 73.0 a50 760 •i C14 94 -1/0' 48' K-5-90, 679 75.0 73.0 no 75,0 Q 245 71 -W 53.7 53.7 06.0 66.0 650 060 0014 28 -J/6" 07.0 754 75.0 75.0 73.0 CR25 33 -3/4' 0S0 76 SA 0 O 75,0 65.0 73.0 CXi4 31 -1/Y 649 7510 7610 7510 75.0 CN2S 4o-3µ 023 82.8 BS.O 76.0 600 75.0 GI PE 'A' �LAS5 'TYPE 'Al' CXWI4 35- 15/10' 50.1 74,9 74.9 7410 74.9 C26 4Y 80 -7/8' 6110 5110 MO 7'J�.O� 060 7010 Q ,sa Kai A4 tXrtiu� NOW_ 1uC!1_ CR145 17" 7" 7SA _75.0 75.0 -01- 1 Cm 68-1/2 49.2 40.2 BSA 06.3 0&0 09.5 CN143 20 -1/2' 57A 879 no 760 760 1 76O C= 62 -3/4' 49.0 40.0 92.6 82.d 62.0 62.6 � 1/8' AIpJ. GLASS t /B' Mt STRENb GLASS � R C145 24 -1/3 52- 13118 59.4 BOA 78.0 760 750 7610 CXWIS 71 -5/e' 463 469 00.0 00.0 ODA 660 6.6 ON145 28 -3/0 366 5 7510 760 7" 7" CR255 33 -3/4' 660 7510 "A Mo 65.0 7SA AR ' SPACE CX146 31 -1/2' $7.6 57A 760 no 75A me CHM 40 -3/4 89.1 56t GOA 734 OSA 7510 84- 13/16' 1/8' NFJi7 STREN'D MAW MR SPACE CXwtb 35 - 53.7 67.7 40.0 aao 660 666 C255 b' 466 4610 68.0 1109 04A e9.e 1 f0" ANN. GLASS CRIB 17• 7" 760 760 7610 760 760 CW255 34 1 468 1 43.8 4.9J 406 39J 0.3 SLKMK t 9 CRIS 20-11Y 623 OIJ 7610 760 760 7SA cm 33 -514' 05.0 75.0 GM 754 630 75A x GE -2512 52 GE -2512 CIO 24-IJW 00 -7/d' 51.0 81.0 75A M0 760 7610 CN20 40 -3/4' 5610 T 3L4 1 05.0 OO9 OSA 069 g CWIS 26 -3/3' 49.2 49.2 663 815.6 74.7 747 CIS b. 71 -7/8' 4L3 423 86.8 1 869 BO9 5aA � � 1 C i efts 31 -1/2' 460 4910 WA MA 664 b.5 CW2a 1 37.6 37.6 463 1 48J 1 493 463 CIBr15 15 116' 409 4W 60.0 I OOA W.0 604 1 _ 8 CR1aS it no 75.0 m.o 75.0 7" 764 0 CN1SS 20-11r 50.1 09.1 754 MO 760 7510 Ile TEMP. GLASS 0135 24-1 /6' 64- 13113" 465 463 72.2 722 75.0 75.0 67.4 07.4 CW188 28 -3/6 4310 4&6 Oo.t 4U 67.4 SPACE . CX145 311/2' 4+10 44A 561 661 62.7 627 i/3" TEMP. am GLASS TYPE � �L WS TYPE ' B V 8 CXW135 7R -15116 - - 57.9 51.9 85.4 564 � SLICONE Slur amulI MOIL Timm file" MEMO NOW. THICIL < m u m CRIS 1r 760 73.0 75.0 75.0 mA 760 GE - 2512 CN1a 20 -1/I' 35.4 03.4 734 760 78.0 7510 � � , '��,71NG OPTIQNS yl CIO 2-1/6 71 -7/6" 42.3 423 ' 67.1 07.1 87.1 67.1 gig PR ODUCT RVAM 1 T L CWtO 2B - 3/6" 37.8 37A 84.0 MA 393 59.2 r, I' 71A. R / tb67 O, yjy a We S1 -i/2' $74 379 50.7 50.7 549 54A 6e4mmmyfnd utm ar "wwa . 36.66 I" ftwi4O b0& cmis 35- 15/16' - - 483 499 601 50.0 GLASS CAPACITIES ON THIS SHEET ARE D draw* no. BASED ON ASTM E1300 -02 (3 SEC. GUSTS) a s TYPE 'c' '" e�oaaa W03 -72 AND FLORIDA BULDMIG COMMISSION D1 Of DECLARATORY STATEMENT DOA05- DEC -219 SAr tLARAL "W. IVArX. sh4Ml ANCHOR LOAD CAPACITY - PEP (SINGLE UNITS) ANCHOR LOAD CAPACITY - PEP (DOUBLE UNITS) ANCHOR LOAD CAPACITY - PSF (TRIPLE UNITS) V VENTING (X). STATIONARY (0) ix ox XO OR 00 XOX, OOX, X00, 000 OR XXX A6� MOM ANA Atnogs mom MOORS MOM ANMM AID WINDOW t eY LIMIT Or='I' OPBON'2' dNl W107N IRBT M. OP17p1 '0' WWOOW UNIT W1D7H UNIT M. OPIfON '1' OP110N 'e' OFIPoN b' WW W tMT VAMN UNIT M. op= OPRON '11' MIWH '3' 112e0I1P110N ux.+IM tNONlB .( +)/W1L(- j +)/INT.( -) . f +y/IMd- tteEg Ott GOWwq w vim" ";kM d +)/IMd -) .(+)IW (-) •( +)/61r f-) C912 1Y 7610 7810 750 CR23 33 -3/4' 78.0 75.0 75 .0 C33 71 -7/11• 35- 15116 7610 7510 75.0 �m CN12 20 -1/2' � 75.0 7510 76.0 CN23 40 -3/4' 75.0 7&0 7510 C335 71 -7 310 40- /3376' 7 7510 7510 C12 24 -1/6' 76.0 750 75.0 C23 48• 35- 18116' 76.0 7810 75.0 C34 71 -7/8' 40" N.1 MA 750 CW12 20 Too 7 8.0 _ 752 CW23 50 -1/a' 78.0 75.0 750 C31S 71 -710' 82- 13/10• 024 NSA TSA +� 1x0125 17 7810 _ 7310 752 Caa3 62 -3/4• 7810 78.0 76.0 C35 71 -7/6' 50 -7(8' 557 750 7&0 l'M12b 20-1 /Y 78.0 7610 78.0 CXW23 71 -6/8' 75.0 73.0 70.0 75.0 78.0 75.0 CW3J 64 -8/11' 64 -5 M- 1ti /16' 7510 7510 750 � 1 C125 24- 26 -J /6• 1wbl / 750 7510 78.0 CR235 33 -3/4' 011311 /11" 40- 13/16" 72.0 750 75.0 CW125 28 -3/6' 7510 76,0 75.0 at2Jb 40 -3/4' 750 750 754 CWM 04-6/0' 48' 02.6 75.0 750 CX725 31 -1/2" 760 4-0 75.0 0135 /6' 4D- 13/00' 75A 7510 MA (78345 64-5/6• 62-13 fe' 00.0 76.0 76.0 1V i CR1J 17' 7510 7510 75.0 tl82JS 00 -1/2' 7bA rnA 76.0 CW35 64 -5/0' 80 -7 6110 7810 75.0 +� CN1J ao -1/z 7810 7510 7310 CX235 62 -3/4' 74.6 7610 754 C13 24 -1/8" 33- 19/10' 75.0 7510 no 0xam 71 -6/8' 70.3 76.0 75,0 CLUSTER OF ANCHORS W3 28 -3/8' 750 750 75.0 CR24 33 -3/4' 76.0 1 754 750 AT IMPOST LOCATION e X t f CX13 31 -t/2' 7640 7610 7610 CR24 40 -3/4' 76.0 7510 7610 -p SEE CHART BELOW CXW13 ]S- 1tl /16' 750 76A 750 C24 48" 46• 76.0 75.0 75 .0 750 7610 Z CR135 tY 750 76.0 750 L"M24 56 -1/2' 70.0 7510 7510 J So 1 \ Or I CN135 20 -1 /z• 750 76.0 SSA CX24 82 -3/4" - 0812 764 7810 / C135 24 -1/0^ 40- 13/16" 7510 76.0 7" 03024 71 -5/6" 62.0 750 7&0 / cwt35 28-3/8' 754 75.0 78.0 CR246 33 -3/4' 75.0 750 75.0 CX135 31 -t/2" 78.0 754 7" CM245 40 -3/4• 75.0 754 _ 750 \ CXWI35 35 -1516' 75.0 78.0 7510 C245 48' 52- 13/18• 75A 75.0 _ 73.0 \ a 20 -1/2• 0114 tY 750 7810 7510 0511245 bs-I/Y 86. .0 750 756 75.0 7810 . \ \ taH14 750 •� 7SA no 41245 62 -3/4" 61.5 78.0 75A C14 24 -1 /0' 48' 75.0 75A 7010 00245 71 -5/6• 553 750 750 CN14 20 -3)8 724 MO 750 CR28 33 -J /4• 7510 750 76.0 2' MAX. C MAIL . Qt14 31 -I / 11610 7510 78.0 CN25 40 -J /4" 750 S FSAD ILL C•USI R OF ff ANCHI CCCjjj Z 8 CXW14 35- 15/16" 04.8 75.0 754 C25 46' 50 -7/8• 870 750 750 AT IMPOST tAGTON� < F CR145 17' 750 _ 75.0 7510 6525 58 -1/2" 50.5 750 MA SEE BELOW CN145 20 -1/2' 700 75 M 02 0 A CX2S -3/0 an 71A T5.0 C145 24-1/0' 52- 13/10 754 72.0 7510 0x n 71 -3/0 53.0 7810 7610 � � NO. OF ANCNDRS C14 26 -3/6" 750 CR'205 33 -J /4• 75.0 7010 75.0 0%1114I4 5 / CX 31 -1/2' 7810 750 01265 40-3/4• 64-1311C 71.2 7510 7U /J 5 JS -Ib le' 05S 62.1 75.0 75.0 0255 46" 63.3 1 70 75.0 at16 111- 1 - 73.0 750 75A CVM 50••1/2' 53,6 7810 701,0 r, ' • USE 3 CUPS WHEN CNt3 20 -1/2' 754 750 750 OR" 33 -3/4' 050 7" 750 \\ WINDOW WOO 2 82 -3/4" C15 24 -1/B' 80 -7/11 743 7310 4-.0 C126 40 -3/4" 051 7610 754 \ TW 71 -7 /B• 021115 26 -3/0 O0.0 7" 7310 020 48' 67.0 7610 750 \ 3 C(1S 31 -1/2' 613 70.0 764) CW26 58-1 51.2 7610 75A -T 7" C 30- 15/18 50.8 750 cR15 0" MAIL 12" MAX pR�UCTRi:�W6D BID � 2 6 Ir 4-,o 7510 '4-.o CM153 24-1/2' 75.0 '• 7510 75.0 CORNERS HEAD/SRL �u46t m4 Pblida ',. CISS 24 -1/b' 64- 13/10" 7310 75.0 75.0 _ AeeoptOq�e tdo ,02 CW156 22"3/6• 116-0 750 750 WINS CAS! NF INSTALLED NTH ANY tilt: L(I.�rIWt�,. OPTION r mtiu CI155 31-1/2' BOA 750 76A OPTION 1: RY USING FASTENERS THRU INSTAUAPON FLANGE / J • m u m CXWtss 1 35_ 1511'r 55.4 4-0 75.0 AT 2" FROM CORNERS AND 6" O.C. MAX. Iladuct Tor nW agile fY 75.0 4-.o 7" OPTION 2: BY USING FASTENERS THRU NONDOW FRAME INTO / cNle 20 -1/2• 750 750 7610 STRUCTURE AT 6" FROM CORNERS AND 12' O.C. MAX. %' b c 1 \ 7910 DUCT RBVIOeO 0016 CIO 24 -1/0' 71 -7/6' 70.0 4-,0 75.0 OPTION 3: BY USING FASTENERS THRU INSTALLATION CUPS \ 81WUDR61E0 rswly wYi BtsPWMW ,L M PE 16657 1 n6 2 "/v 6010 750 75,0 107 8' FROM CORNERS AND 18" O.C. MAX. � \ � CAN. � R.taywr 2S Cxte 31 - 1 /2" 57.2 750 7510 SEE SHEETS 5 THRU 7 FOR DETAILS. \ of CXWIO 15/16• 52.2 7510 75.0 6' MAIL 16'AMx. tlrowklp Ao. coRNEas I� 2 1103 - 6n..t of s ,�, ro ` ft !OT • SEE ELEY�FOR ENO TYPICAL ANCHORS SEE EIEV. FOR FOR SPA1X,10 ,`pfd .. < • d � B . . r . • •.'• • a WOOQ IICd(d . ed • A e A <�'t .. a• A • V d a • d ,1 y d • V FO FIM:XNO a Y' • ..... V H>¢ TM. R $ FOR ANCHORS F i,.:.. a 8 1 1 f TOKAL ANCHORS SEE ELEV. FOR SPACINO g A p TYPICAL ANCHORS d e FORS THAU INSTALA7fON_ilAUfiF RooFINC HAILS. ,tGA. x 1 - 3/4" tONO f 18 S 1/ X 3/4" X 1 I OA. b SCRBUS WITH 1 -1/2' MIN, EMBED 11. T ( PER OW O FRAME INTO 28Y WOOD BUCKS OR WOOD STRUCTURE + i d WINDOW FRAM � 2` K 3/4" 7( 18 CA itv cus A PER O ST. INTO 20Y WOOD BUCKS OR WOOD STRUCTURE eSR�S I 1 -112" MIN, PENETRATION INTO WOOD 1/4' MA. TAPCONS 7( INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -1/2" MIN. PENETRATION INTO WOE Rr' O THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY y ANCHORS THRU INSITALLAWN CUP& A: �e sus r! INTO 28Y WOOD BUCKS OR WOOD STRUCTURE pg 1 -1/2' MAN. PENETROM INTO WOOD i OIL OI ' 11 4 INTO 20Y WOO BUCKS OR WOOD STRUCTURE 1 -1/2' MIN. PENETRATION INTO WOOD THRU WOW BUCKS WM MASONRY OR DIRECTLY IMO MASONRY 10 12 1 -1/4' MIN. BASED INTO CONO. ON MASONRY 11 1 i 1 n2A L �i'✓ ,.EDGE a T s INTO CONCRETE AND MASONRY - 1 -1/2' MIN, INTO WOW STRUCTURE . 3/4" MIN. (UNLESS SPECIF'IEO) 1 C ANCHORS OL TO INTO ONCRETE AND AND MASONRY . 3" MIN. $ g INTO WOOD STRUCTURE . 3/4" MIN. (UNLESS SPECIFIED) 3 LOCKTNO OPTIONS: B SURFACE MOUNTED LOCAL WITH KEEPERS ON SASH . m u e d PRObUCT R1iNL'P: FiU (1) POINT LOCK FOR WINDOWS UFTO 28 -3/8' HEIGHTS. nidurcvtnrida(2) POINT LOCK FOR ALL BIGGER HEIGHTS. O _ ».r � y[ ; • • • e ,? r r , Aot'{•fa!Ke No M ti TGODCT • R vmo A y / . �• + .., . •, d: sj TY1AW OLb CIKC�M��lTR9►Mq !al i f.l u �.1 T g L, r gg • ' .. �� .. a .',.... n �� • � rmicAL ANCHORS ag p V SEE 8". FOR SPACING CWT .v �• •, • '. • • o .' WOOD BUCKS NOT BY ANDERSEN. MUST SUSTAIN droWklg no. TYPICX ANCHOWq LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER W03 -72 SEE aft FOR - THEM To THE BUILDING STRUCTURE. aI+•et or TY TYPPICAL ANCHORS EMV. FOR BPACNIC i/4' MAX UNf. 3 © O _ 1 t 1 SICM WO 1/4' MAX. � r W000 &1CK r SHW OAP x A NCHORS i ELLV. FOR SPAtYNO a . :. -- - -- OPT_ — - - - - -- - - - - -- •' �� Z t4 J ..... _. JPO. � q V ENT WITH .. %off MOTH 2�r WMIDOW WITH ri e l l EXTERIOR S 8 iv t /4' IJAX 7YPTCAL ANCHORS SASH SIZES RNUGG BRA4YfETS 1xI8A SEE ELEV. FOR SPACING AT HANGS JAMB (F I' UPTO 2r H 0 MY 'li : 1/4" MAX. �.:.•� 34-3 8" TO 611 -1 t TALL i. Y WOOD &f 9 SHIM 47 -7/32' 70 34- 4.8/32' WIDE 9Y 1 AT Wwom 3 1 TO 30 -1 4' TALL 18- TO 2 4171% T " 16 2 > 32�TQ 34- MtlbE BY 2�ATT 10-5 fir 4t{7 18 10 61 -t f' TALL p 27 -7 r 9 U-5/1- 30 - WIDE BY I AT MISPAN ' 68-6 f6 1Al�l. SAN !• YT -T 3Y TO 34- 1YIDE OY 2 O 1 16" • ISM 1 4" TD TO-S 18" TALL Vitt I v $ FMBDIICT REV#& , TYP44 ANCHORS D.L. OPG. O.L OPO. 8T�ICIIAtE4 s rrNY Mm l+4rvuu SEE RV. FOR SPACING 4 um 363657 �� V VENT Woo VENT WITH PRODUCT RENHWNd7 emwi�g coae ma r•TOrSd. � � i �' A Dak - 4 dmwkV n0. a W03 -72 CNvh.' UPPING S WOOD 2 PER BUCK 2' t9Y TAPPING SCR DIET. 2" MIN. 2 PER CUP � °- EDGE D.W. CLK+, WOOD SUC K ON. w a * yj w :. •YIN. ° _ :4 .. y�� \ 3, ii S JUL z-___ �Wkll 1 I y � rmm ANCHORS 'B' / T"WX ANCHORS 'S' 1 PER CLIP 1 PER CUP y ANCHOR " SEE SHEET 4 FOR SPACING 1 l�%2 X -.3/6" X .02e STEEL ANCHOR CLIP ANCHOR CLIP 5£E SHEET 4 R SPACING + d SEE SHEET 4 FOR SPAGRHC 1 -I /Y X 8 -J/B' X .024' S(EFL �9 SEE SHEET 4 FOR SPACING 0� X 1" . , . OOD SUCK SE1F TAPPNG+6 % 1' . 0 BUCK _ SEIi'7APpIN , 2.P� 2. + ae d A TYPICAL iF2PER" ANCHORS A, \— TYMCAL PE •A, ANCHORS O g ANCHOR CLIP SUCK ANCHOR CL� SEE SHEET 4 FOR SPACING jyp ANCHORS A' 1 -1/2' X 6 -3/8" X .024' .$HEEL +a•� +' +' 2 PER CUP ..SEE.SHEET iFOR S RK 3.t�� a. q O e a Q Q o �0 00 - TAPPING SCREWS •024 8.37 CUT IENGTH AS RECD. 2 PER CLIP Q $ $ ANCHOR CUP /8 X 1' 0 0 304 Sr. STEEL SEIP TAPPIl21G It PER � LS00 O 2�PERTtC SCREWS v 00 °00 0 O0 00 S- ANCHOR CUP 42 4-- < m u o 304 ST. STEEL PRODUCT REVISED 4 . a 26 x.. PRODUCT HCNL'WGD R/a 1 EDGE DCT., ll C'odo 4ih8u fTatida CAM, CAM, 3675 drowinq no. AIM ANCHOR CUP r ANC 'Ir a W03 - 72 6H 4 FOR SPA CLIP INSTALLATION DETAILS sAs4d 701 � r s IR77 -� 4d25 Is30 MW 0 MAIM Q UA11YT'TY DUCR1790N WT.TAON. ATAN►./BOPP(�WRBMABEB �� ER50 —+{ �. %9 1 30035 AS FM FMME HFAD/SA.I_ wow ANDERSEN L400 I .391 2 30035 AS REOD. FR" Aft II WOOD ANDERSEN .0% ._. A 369 3 OPRONN. EXTB1810N JAMBS WOOD ANDERSEN 449 T L359 1.313 4 30039 1 POST MUUjOm WOOD ANDUGEH .. {I _l 5 30056 1 CASINO MUUJON Qx 1+ -1.344 .7 703 •�S 7 30013 - SASH RNL/STIE WOOD ANDERSEN —1.746 .941 2.900 0 - 2/ wow. TRW STOP JAMB WOOD ANDatsm � 0 30840/41 1/ WOW. TRW STOP HEAD WOOD ANDERSEN Q t VNtT1 CEAp00VG FRAME HEAD/SILL TOM STOP SILL 10 30843/45 1/ WOW. TRW STOP SAl WOOD ANDERSEN Q A. ptT 30031/32 AS 11000. WA2M BEAD PC - 4 ' 12 30010/12 1/ SASH OPERATgt SiEII, 2.250 909 � �., 13 30241 AS REQO. SNUGGER BR%CW POLYUNWHATE SEE SHEET 4 FOR OUAMrtIES '� 1 � 14 00 X 1/2 AS RECD. SNUOOEA Sf71FMS 7 15 30053 - StA110NARI' SASH CUP OALV. woo - ' LIM 10 2/ SA$N HINGE ASEMBLY AT TOP h 901TOM OF SA94H STEEL T7 As REao. LOCK w/ WPM oN SASH Sam 1B 30213/14 - AS REDD. WEOIIOWRIP .941 •044 2.344 {-,985 10 30021. -AS READ.. WATERNM WEATHERSTRIP 20 30140 AS REDO. SNUGGER PIN Mtn CLAODM FRAME JAMB TRIM STOP HEAD Y1 _ $ L900 .546 22 - AS REMO. BRW NAILS. 1 -112' LONG CALY. SIEtS - 310 L09i 23 30172 - FOAM INWHERSTRWPINO - ' ALL WOOD TO BE PONDEROSA PINE OR EQUAL - WELDED ALL AROUND g U41 LOt7 8400 COPED CORNEAS WTM y � 1496 L 1410 9ir7 3 StAPUS PER CORNER ' (1 -1/2' X 2' X 16 OA.) COPED CORNERS wrtH L881 1.129 491 � 3 STW= PER CORNER X 2" 10 6"t) 484 ) VINYL CLADDING SASH RML /STILE TRW TO SP JAMB 2470 em 2431 —^-�j 1 g .941 8141 , ry•-- .. { `.. '-1 A .944 7 CENTER POST CASING i I y 4125 .844 LSB3 I I .704 C 6 i � I1 <mum ® 3400 VG4YL CLADDING CENTER POST ERAME CENTER POST, ORNER L %9 d6B ® 6 a lb SIAICIII 19 YO Wle llrWl � , Mm V"omowwm)cT L .026 OFOoo*btogwN191T!'a"& , fl CAM UAW W9fR10CYd9 fbft see .307 — ._..... ` t•^ � ( $ i 8 +680 .WSJ '� 4 C1wrilq ra. 1.719 PmxwdMe W03 -�2 EXTENSION JAMB (HEM /JAAIB/SRL) GLAZING I., st"mw SASH CUP e9E of APPROVED PEA$ Q�itOC'18D ❑ REJECTED ❑ REV L4B AND R8801�ffiT ❑ SUBMIT SPECIFIC ITEM This review was performed only for general conformance with the design coIIMt of the project and general compliance with the information given In the Contract Documents. Modifications or comments made on the Shop Drawings during this r�n vizzw do not relieve Contractor from complying with 1 the requirements of t' 7, r': L ^d specifications. Approval of a specific item does not include 7 t' °_e assembly of which the item is a component. Con p onsible for dimensions to be confirmed and correlated at the j 4 - ration that pertains solely to the fabrication processes or to c' ; r `,ocs technique, segnences, and procedures of construction; co .--" NGo k of all trades; and for performing all work in a safe and Y r ann r. J. ANTONIO ROD UEZ C C ;o 11 • MAW MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX(305)372-6339 NOTICE OF ACCEPTANCE (NOA) www.maimidacle.gov/buildinscode Andersen Corporation 100 Fourth Avenue North Bayport, MN 55003 -1096 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Frenchwood" Outswing Fiberglass Clad Wood French Patio Door — L.M.I. APPROVAL DOCUMENT: Drawing No. W08 -45, titled "Frenehwood Outswing Wood Patio Door (L.M.I.) ", sheets I through. 7 of 7, dated 05/09/08 with revision A dated 07/26/08, prepared by Al- Farooq Corporation, 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 03- 0625.02 and NOA#08- 0516.02, combines them into one, and consists of this page 1 and evidence pages E -1, E-2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08 4821.09 MADE COUNTY Expiration Date: October 05, 2013 Approval Date: October23, 2008 Page I r r Andersen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W0845, Sheets 1 through 7 of 7, titled "Frenchwood Outswing Wood Patio Door (L.M.I.) ", dated 05/09/08 with revision A dated 07/26/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of outswing French door, prepared by Architectural Testing Inc., Test Report No. ATI- 0244378.01, dated 5/1/03, along with revised marked -up drawings, signed and sealed by Steven Urich, P.E. (Submitted under NOA #03- 0415.16) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of outswing wood patio door, prepared by Architectural Testing, Inc., Test Report No. ATI 0244377.01, dated 5/1/03, signed and sealed by Steven Urich, P.E. (Submitted under NOA#03- 0415.1 S) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of outswing French door, prepared by Architectural Testing Inc., Test Report No. ATI -02- 44379.01, dated 3/18/03, along with revised marked -up drawings, signed and sealed by Steven Urich, P.E. (Submitted under NOA #03- 0415.16 Manuel IPerez, P. . Product Control Exami NOA No. 08- 0821.09 Expiration Date: October 05, 2013 Approval Date: October 23, 2008 E -1 r Andersen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of outswing wood patio door, prepared by Architectural Testing, Inc., Test Report No. ATI 02- 44376.01, dated 5/1/03, signed and sealed by Steven Urich, P.E. (Submitted under NOA #03- 0415.15) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with installation diagram of outswing French door, prepared by Architectural Testing Inc., Test Report No. ATI- 02- 32062.01, dated 05/05/00, along with revised marked -up drawings, signed and sealed by Allen N. Reeves, P.E. (Submitted under NOA#00 -1OIL 01) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of outswing French door prepared by Architectural Testing Inc., Test Report No. ATI -02- 31994.01, dated 01/25/00, signed and sealed by Allen Reeves, P.E. (Submitted under NOA #00- 0605.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al- Farooq Corporation, dated 05/14/08 and 08/01/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02104 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). Manuel PeryzAE. Product Control ami er NOA No. 08 .09 Expiration Date: October 05, 2013 Approval Date: October 23, 2008 E -2 Andersen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01105106, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Satlex JUG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated August 1, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated August 1, 2008, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 08- 0516.02, issued to Andersen Corporation, Series "Frenchwood" Outswing and Fixed Fiberglass Clad Wood French Door — L.M.I., approved on 06126108 and expiring on 05/19/09. 2. Notice of Acceptance No. 03- 0625.02, issued to Andersen Corporation for their Series Frenchwood Double "AP/PA' Outswing Fiberglass Clad Wood French Patio Door, approved on 09/11/03 and expiring on 10/05/08. Manuel Perez, Product Control Exodnely NOA No 08 -0 Expiration Date: October 05, 2013 Approval Date: October 23, 2008 E -3 UNIT MD UNIT WIDTH I D L OPG D.L. FALSE MUNTINS FALSE MUNTINS z II (SURFACE APPLIED)- I APPLIED) MAY BE USED I I 10" MAX. MAY BE USED A HEAD HUD--- ILI CORNERS CORNERS Q 21 ll 0 F 01 CL I i 7 'D 10 1 r L 4 z LOCKING POINTS Al J j z 7 ii s 0z F= o g 3: 0 VI THESE DOORS ARE RATED FOR LARGE MISSILE IMPACT. Ir a 8 SHUTTERS ARE NOT REQUIRED. SERIES TRNW ' FIBERGLASS C WOO ECHOOD FIB CLAD D $INGLE/DOUBLE OUTSWING AND FIXED PATIO DOQE 0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING 6B F HIGH VELOCITY HURRICANE ZONE (WHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. TYPIC ELEVAT[ONS ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. NOTE: ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS GLASS CAPACITIES ON THIS SHEET ARE ARE NOT PART OF THIS APPROVAL. BASED ON ASTM E1300-02/04 (3 SEC. OUSTS) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF AND FLORIDA BUILDING COMMISSION ANCHORS INTO WOOD ONLY. DECLARATORY STATEMENT DCA05-DEC-219 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS DESIGN LOAD CAPACITY PSF OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4, ul OPERATING UNITS (X) STATIONARY UNITS (0) ALL WOOD N CONTACT WITH MASONRY AND CONCRETE ETC. WILL BE TREATED 'I USING * WODDUFE IT WATER REPELLENT WOOD PRESERVATIVE AS MANUFACTURED I GLASS TYPE GLASS TYPE B (b BY 'KOP-COAT. INC.' DOOR UNIT WIDTH I UNIT HT. LEAF W. LEAF HT. 1 D.LO, WD. D.L.O. HT� L tNT. EXT. (+) INT. H DESCRIPTION INCHES I INCHES INCHES INCHES I INCHES INCHES EX Im FWD-2768 24-1/2 22-7/8 13-1/4 65.0 50.0 62.0 77.0 62.0 77 FWO-2768 30-18 79-7/16 26-1/2 18-7/8 65.0 80.0 62.0 77'0 62.0 77,0 FWO-2968 32 ^1 /8 30-1/2 78 -i /16" 20-7/8 63-1/2 _ 65,0 , 50.0 62.0 77.0 62.0 77.0 FWO-3168 36-1/8 24-7/8 fiso � 62.0 77,o 02.0 77,0 FWO-216111 24-1/2 22-7/8 13-1/4 650 77,0 -- 7 - .0 FWO-27611 30- 1 30 7 62.0 /8 82-5/16 ze-1 80 18-7/0 1320 7-0 'L'L PE SIRLICTUR-05; O.A.N. FWO-29611 32-1/8 /2 20 - 7/8 _85.0 80.0 $2.0 1 77.0 620 770 3638 TM' S FWO-3161 1 36-1/8 34 1 24-7/8 65.0 80.0 62.0 77.-0 13 FWO-21 80 24-1/2 22 - 7 /8 13-1/4 65.0 62.0 71.0 62.0 77.0 drawing no. 1 95 -7/16 94-1 -1/2 FWO-2780 30-1/8 261/2 /is 18-7/8 1 1 65.0 62.0 .0 62.0 774 FWO-2980 32-1/8 311-1/2 20-7/8 9 65.0 80. .0 71.o 62.0 77.0 1 W08- . 5 -1,0 FWk0SO - W /e 34-1/2 24-7/0 65,0 80.0 62.0 7 82.0 T= r;h.Et 1 Of 7 _ UNIT WIDTH ANCHORS AT MTG. STILE ENDS �,. -(4) REDD. FOR 1/4" ULTRACONS D.L,_OPG_. ^ _ D_i._OPC /' (7) REDD. FOR #12 SMS TWO PART SILICONE TWO PART SILICONE _- DOW CORNING 983 DOW CORNING 983 W FALSE MUNRNS i TWO PART SILICONE ` TWO PART SILICONE Q w (SURF MAY BE USED A ___% / 1 HEM %. ,..DOW CORNING 983 �ODW CORNING 983 CORNERS _ 7/32" ANN, GLASS 5/32' HEAT STREN'D GLASS .__ INTERLAYER INTERLAYER 090' DUPONT BUTACRE PVS \ !!! 090' DUPONT BUTACITE PVB OR le 0 III II / \ II \ LUTIA SAFLEX PVS .090" SOLUTIA SAFLEX PIS Q ' ANN. CLASS ��+ 5/32" HEAT STREN'0 GLASS 0 cr p \ s O I I 11 \ 7S5 GLASS TYPE 'A' ef�'�? 1RTE GLAZING OPTIONS �s l i e B OPERATING UNIT TYPICAL ELEVATION NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION c DECLARATORY STATEMENT DCA05 -DEC -219 0 - c DESIGN LOAD CAPACITY - PSF OPERATING UNITS (X%) GLASS TYPE 'A' Gun TYPE 'B' DOOR UNIT WIDTH UNIT HT. LEAF W. LFAF HT. D.L.O. WD. D.L.O, HT. EXT. EXT. ( +) MT. DESCRIPTION INCHES INCHES INCITES INCHES INCHES INCHES C V ro FWO- 4168 48 22 -1/8 13 -1/4 654 80,0 60.0 6 n ° FWO- 3068 59 -1/4 27 -3/4 '18 -7/8 65.0 80.0 GOO 64.0 79 -7/16 78- 1/18" 63-1/2 ---_ _.._, -� ................. - __ ,. .... FWO -5468 63 -1/4 29 -3/4 20 -7/8 65,0 80.0 60.0 84. E FWQ -8088 71 -1/4 33-3/4 24 -7/8 S5,0 80.4 89.G 61.0 FWO -41611 48 22 -t /8 13 -1/4 65.0 80.0 60.0 64.0 nqr. PRL'cDUC}'I =PIy15S FWD-50611 59 -1/4 27 -3/i 18 -7/8 65.0 80,0 60.0 84.0 FlA� /�t�57 a'sac��;?m:�4= 3t4 ":m 8 82 -5/16 80 -15/18 66 -3/8 CAN. X 538 FWO- 54611 63 -t /4 Z9 -3/4 20 -7/8 65.0 80.0 solo 64.0 0 9 FWO -60611 71 -1/4 33 -3/4 24 -7/6 65.0 80,0 60.0 84.0 FWO -4180 48 22 -1/8 13 -1/4 6S0 80.0 60.0 640 FVIO- 5080 59-1/4 27 -3/4 18 -7/8 65.0 78.0 60.0 "r- 5 -7/18 9h7/18 79 -1/1 - ryry J. +!n-5' , FWO -54W 63 -1/4 29 -3/4 20 -7/8 65.0 65A 60.0 64.0 OCT ©� 4Q(y5� Oti 8.4 FWO -8080 71 -7/4 33-3J4 24-7/8 ^ 85.0 85.0 B0.0 04.0 I TYPICAL ANCHORS \ / STRUCTURE ICK O SEE ELEV. METAL TYPICAL ANCHORS W000 BUCKS I FOR SPACING 2 . ® � 'S SEE Im OR STRUCT r FOR SPACING + i 2 22 I �N 00 eP1 ��A � \f \ d "A TYPICAL I I 2 \ I AL MIC.RAS ' ( TYPICAL ANCHORS 15 18 19 25 SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING 14 BUCKS AND METAL STRUCTURES NOT BY ANDERSEN SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 2B ; e AND TRANSFER THEM TO THE BUILDING STRUCTURE. 21 2t TYPICAL ANCHORS: SEE ELEV. FOR SPACING q � 9_� p (� INTO 2BBY WOOD BUCKS OR WOOD STRUCTURES R q M O j O WITH 1 -3/8" MIN. PENETRATION INTO WOOD S /4' CIA ULTRACON BY. c W - ._... - -..._ _ o W THRU 1BY WOOD BUCKS INTO CONCRETE OR MASONRY E ii + CC ,hC WITH 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONCRETE OR MASONRY g 21 27 WITH 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY C 81 '�'a. S OR SELF I ea�o ScacWC e T� $ z 28 I 28 INTO METAL STRUCTURES ~` STEEL 12 MIN. 36 KSI MIN \ , I ALUMINUM 7 / 1/ 8" THK. M MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) AMC" EDGE D13TANCES INTO CONCRETE AND MASONRY - 1 -1/2" MIN. INTO WOOD STRUCTURE 1" MIN. 1 I INTO METAL STRUCTURE 1/2" MIN. W 1 1 13 `1" 13 SEA TS: c $ ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND ` ` \ HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH 80 } , , �\ \ ` 'SCHNEE MOREHEAD 5504' SEALANT. \ ^ w Y 7 1 15 ' 9 10 0 o c= " � SmuOtutRS i-'i:2:il!4 iY:VI'r ?v..S1 •I v - o x S CAN. 3538 a u*v '� • iS . n "'?au;a °.�.�y�A yy$ ° ° IYPICAI ANCHORS I I SILICONE BED v ° - SILICONE RED !i AT DOUBLE DOE ONLY SE 67 Qrowing no. SEE ELEV. iS4Ls: 'c: 4�rm!w.t Gav OPERATING TiNITS (X 8e XX) STATIONARY UNITS (0) OCT Q WOB -45 sheet 3 of � I 1/4' MAX. SHIM 4 r r , 4 � SHIM SHIM SPACE O ! METAL 20Y WOOD BUCK a � \ ` STRUCTURE {000 STRucru - op — _ TYPIC A NCHORS IL = N - SEE ELEV, ANCHORS FOR SPACING � 2 tax GI i i 76 18 11 - SEE <. I { FOR SPACING �._._.._..._�x' 8 15 s 2 o 3 EXTERIOR F ` D.L. OPG. a v TYPICAL ANCHORS LEAF WIDTH _.� ._....._ � 0 Ui $ SEE ELEV. _ FOR SPACING LUT WIDTH O,RERATING UNITS (X1 55 ° 1/4" MAX. LUCKS SHIM O SIN{i'6E. LEAF DOORS 3 POINT LOCKING SYSTEM WITH KEEPERS ON FRAME —� LOCKING POINTS AT 5" AND 37 -1/2" FROM BOTTOM RAIL WOOD SUCK 5" FROM TOP RAIL ACTUATING HANDLE AT 36 -1/2" FROM BOTTOM. DEAD BOLT LOCK AT 39" FROM BOTTOM. 2 i ; q � TYPICAL ANCHOR ' S, SEE ELEV. FOR SPACING .__ _......._� EXTERIOR 9r. HUVAYOUN A t � STRNCCTURE5 PTr 3tSU 5 {7P 6'3t.'u,.TJ' FUL PE 1"57 aw eu r• evrd�a i't:'rV'.' +ekBt d L°. D.L. OPG. CAN. #...... " � 9 LEAF WIDTH UNIT WIDTH .daxurw �t>CvwRRal drawing rm. OCT 0 g ZpC1b W08 -45 TATIONARY UNITS (0) sheet 4 aT 7 j I a 2;1 a In a 1 /a• Mnx._ ` �!";\ ._.__ LW WIDT � � i/4' M AX. SHIM 4 0#10 X 2 -1/2' SCREWS SHIM ,�tt /�0 6" FROM ENDS k I0" O.C. + u . __.. ....-__._...,.- ,..._.__..-___'� l- _._. —.___ _ _..___` 215Y WOOD SUCK � 0 h R ACTIVE INACTIVE ? V I � � DD srn �y � G7 d \ 31 3 I 0 0 0 ¢ q 4 I d _ s Y ' TYPICAL HORS J O SEE F 16 15 FOR SPACING g 7 6 15 17 F Ix o 3 36 35 ii O U z o.L. oPC. EXTERIOR __.__o.� aaG. �,__ w TYPICAL ANCHORS SIR o FOR SPAACINC LEAF WIDTH UWT WIDTH OPERATING UNITS (XXl m gg S LOCKS: DOUBLE LA' DOORS ACTIVE LEAF: e 8 3 POINT LOCKING SYSTEM WITH KEEPERS ON ASTRAGAL R LOCKING POINTS AT 5" AND 37 -1/2" FROM BOTTOM RAIL c S. FROM TOP RAIL ACTUATING HANDLE AT 36 -1/2" FROM BOTTOM. DEAD BOLT LOCK IN- ACTIVE AT 39" FROM BOTTOM. 4 Engr. )R. SiRU U GRIRES il AR F: t'FLA. F. F£ i A � THROUGH BOLT PINS AT TOP & BOTTOM OF ASTRAGAL WITH KEEPERS ON FRAME ACTUATING HANDLE AT 36 -1/2" FROM BOTTOM. no. UCT t? 9 2UU� 45 attest 5 of 7 I ^ -- 4.193 - --°{ rum NUMBER REQD. DESCRIMON MATERIAL NAND. /SUPPLIER /REMARKS 2.655 1,117 HEAD COVER FIBERGLASS 2 57018 I FRAME HEAD W066 ANDERSEN � 1.016 2 Jkm 9 COVER FIBERGLASS ii -, 56 3 i7 031 J. 3 T- 65 .664 --167 4 9 2 FRAME JAMB 5 _1 SILL ASSEMBLY VINYL/AWM 6 57049/57050 4/ LEAF HINGE ASSEMBLY ZINC STEEL 7 57028 1/ HINGE HINGE SUPPORT PLATE STEEL 3-1/4 X 3.9 FRAME HEAD/JAMB -0- LOCK STILE FILLER 818 HfNGE/LOCK STILE 9 570% 1 A 1117 LJ6 2.087 _ O87 1 TO 57005 1 STATIONARY PANEL SILL STOP WOOD .683- 11 !17W I/ LEAF LOCK -LE WOOD ANDERSEN o .567 12 57022 1/ LEAF HINGE STILE WOOD ANDERSEN 9 f T--- - .062 1.197 •451- 13 7 1/ LEAF BOTTOM RAIL WOOD ANDERSEN , .085 2, - " TOP RAIL WOOD ANDERSEN 3.550 15 52t72 AS REGO, WEATHERSTRIP CASKET SANTOPRENE 1 .643 16 j ami 1.,349 .760 3,798 HINGE iia FILLER 17 57010 - LOCK STILE FILLER FIBERGLASS COVER HEAD/JAMB is 57011 - BOTTOM RAIL FILLER FIBERGLASS 2, is 57012 - TOP RAIL FILLER FIBUtCLASS . .. ... :111 1/2' X 3/4' X 18 GO!, STAPLES STEEL - - 1.494 6 20 4220220 AS REQU. 21 20093 AS REDO. NAILS AT 4' FROM ENDS & W D.C. MAX. GALV. STEEI. 18 GA. X 1-1/2' LONG 57046 POLYPROPYLENE - oo .397 .387 01. TOP RAIL FILLER RAIL 23 .466 -7 24 57041 LEAF STOP SIDE wow - ;W6MEN 0 ggg - .1188 L 25 57050/57081 LEAF STOP HEAD WOOD ANDERSEN 26 57075 AS REDD. STATIONARY PANEL CLIP G �VSTEE -" ki 7 FROM ENDS & 13 O.r- LEAF STOP .756 HEAD/SIDE 27 - I/ CUP CUP SCREW STEEL #8 x I- OW a ( k* 28 51080 2/ LEAF RAIL GLAZING STOP WOOD ANDERSEN 29 51081 2/ LEAF STILE GLAZING STOP WOOD ANDERSEN 30 - - 31 52104 - LOCK MECHANISM ACTIVE STEEL - 32 52451 - I= MECHANISM PASSIVE STEEL - .898 7t7 35 57074 1 ASTRAGAL PASSIVE FIBERGLASS FRP - T --T 7.996 30 57004 1 ASTRAGAL ACTIVE FIBERGLASS FRP - 7JI4 2a 29 GLASS STOP 0 .760 1.644 F-T 664 .522 1,200 1.602 J L1.715-� - t .9 .219 STATIONARY LEAF SILL STOP BOTTOM RAIL FILLER BOTTOM PAIL . .1. 3.605 ,1151 124 1 .2 678 . L 1.18156 1155 &*r. DR, S = FARM WAM11 RMla aloe ;1.2 N - i& T .058 1.268 .8, FLA. PE r r-A.N. 995 1.232 1.310 F F7 -24 1.945- drawing 4 2.316 . j 1.334 Z93--� -2.667- OCT 9 Nob WOB-45 SILL ASSEMBLY (36) ACTIVE AF INACTIVE LEAF ASTRAGAL i. z P k m 010 x 2 -1/2" APPLY SEALANT AND INSERT DOWEL. END � -WOOD SCREWS OF DOWEL SHOULD BE FLUSN TO 0.031 f N I 4 AT HEAD _.. DOWEL CTSK Wm1 SURFACE OF STILE. USE 5.000" FOR TOP RAILS AND 6.500' FOR BOTTOM RAILS. f � ` _... APPLY 0.125 Dik 1.031 BEAD SILICONE SEALANT TO STILE -RAIL INTERFACE, BEAD MUST BE lz O u J7N CONTINUOUS AND RE ST COMPLETE LENGTH OF 5 THE SURFACE WHERE STILE AND RAILS MEET. G o /10x5 W006 SCREWS �i" 2 J10 x J C o s < � I� cn Qw�g� !J I Diu I WOOD SCREWS — .. 0 z A 1 O Z II Dl I T W - IIf t f II 8 > vY r l I � I ? Ilj I I 1 C LEAF TOP CORN 0 — DOWEL o h � Ia C 6 I I LEAF BOT TOM CORNER i _ I� Eng•t • STRUM-11.1 T_� x f CPI ¢SFt.'i3 f ° w 1 00D SCREWS FttIGN. .t. ,a.d �.T `Sz r^.rrr #m I a ^ 1 Li , 4 AT SILL id A I FJ I r:+ 't8'§ItM I drawing no. ' W 08 - 451 FRAME C NERS UCT Q 9 200b Lhaet 7 of 7 i APP: O `� 13 FUMSH AS CORRECTET) C) T'EJEC-TED 0 REVISE AND RESUBhOT ❑ SUB111T , sa 1C ITEM This review wzz3 - -1y for general conformance with the design concept of the pz , ~ <r l compliance with the information given in the Contract Docs _: - a is :tions or comments made on the Shop Drawings durix '- t" not relieve Contractor from complying with the requirements , r,d specifications. Approval of a specific item does not includ- E.� _�_c assembly of which the item is a component. cc, - )onsible for dimensions to be confirmed and correlated —nation that pertains solely to the fabrication processes or to th r , nxzthods, technique, sequences, and procedures of construction; coordi dw�b n of the work of all trades; and for performing all work in a safe and satisfactory m ner. J. ANT , ROD t�Uffi 20 e 9 �� 1I � FE 13 2 � MIAM ® MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) wwwma1mJ_da de.gov/baildi Jeld — Wen, Ire. (OR) 32M Lakeport Blvd. Klamath Falls, OR 97601 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 unmediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 6`48" W/E Oatswing Glazed Steel French Door - WCL APPROVAL DOCUMENT: Drawing No. JW05094"1, titled "Wood Edge Impact Glazed Steel Door 6 %9" Outswing Single or Doublets, sheets 1 through 6, of 6 prepared by O. M. Engineering Services, Inc., dated 12/17/04 with revision "C" dated 02/05/08, signed, sealed and dated 06107/08 by Nimesh Bhaysar, P.E., 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 1215.01 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gasgon, P.E. NOA No. 08- 0312.09 M 4 - q .6A� Expiration Date: May 25, 2011 a to$ Approval Date: July 24, 2008 Page 1 Jeld — Wen. Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No JW0509 -03-01, titled "Wood Edge Impact Glazed Steel Door 6' -8" Outswing Single or Double ", sheets 1 through 6, of 6 prepared by O. M. Engineering Services, Inc., dated 12/17/04 with revision "C" dated 02/05/08, signed, sealed and dated 06/07/08 by Nimesh Bhaysar, P.E. B. TESTS 1. Test reports on: 1) Standard Test Methods for Tension Testing of Metallic Materials, per ASTM E 8 -01 Along with marked -up drawings and installation diagram of the tensile properties of a steel door skin, prepared by Architectural Testing, Inc., Test Report No. ATI 61782.01- 106-31, dated January 30, 2006, signed and sealed by Joseph A. Reed, P. E. (Submitted under previous NOA # 05-1215.01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistant Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of outswing steel door, prepared by National Certified Testing Laboratories, Test Report No. NCTL 210 -3195- 1 dated 09 /28/05, signed and sealed by Gerard John Ferrara, P.E. (Submitted under previous NOA # 05- 1215.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by O. M. Engineering Services, Inc., dated 03/07/08, signed and sealed by Nimesh Bhaysar, P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 03 -0827.08 issued to Solutia Inc. for "Clear or Colored Interlayer" dated 03/04/04, and expiring dated 03/04/09. 2. Notice of Acceptance No. 07 -0214.07, issued to ODL Inc. for "ODL/Western Reflection Series Aluminum Glazed Lite Kit Assembly - Impact" approved dated 03/22/07, expiring dated 07/28/10. ,r Jaime D. Gasgon, P.E. Chief, Product Control Division NOA No. 08-0312.09 Expiration Date: May 25, 2011 Approval Date: July 24, 2008 E -1 f t Jeld — W,en, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SMUTTED F. STATEMENTS 1. Statement letter of no financial interest and conformance, dated February 22, 2008, signed and sealed by Nimesh Bhaysar, P.E. 2. Statement Letter of conformance and letter of "No financial interest" issued Jeld -Wen, dated February 27, 2008, signed by Steve Saffell. 3. Laboratory compliance letter for Test Report no. ATI 61782.01 - 106 -31, issued by Architectural Testing, Inc., dated February 06, 2006, signed and sealed by Joseph A. Reed, P. E. (Submitted under previous NOA # 0121 5.01) 4. Laboratory compliance letter for Test Report no. NCTL 210 - 3195 -1, issued by National Certified Testing Laboratories, dated October 07, 2005, signed and sealed by Gerard John Ferrara, P.E. (Submitted under previous NOA # 05-1215.01) G. OTHERS 1. Notice of Acceptance No. 05- 1215.01, issued to Jeld — Wen, Inc. (OR) for their Series "6' -8" Outswing Glazed Steel Door — L.M.I. ", approved dated 05/25/06 and expiring dated 05/25/11. 4 Jaime D. Gasgoa, P.LE. Chief, Product Control Division NOA No. 08-0312.09 Expiration Date: May 25, 2011 Approval Date: July 24,2M E -2 JEL.IVFN® Steel WOOD EDGE IMPACT GLAZED STEEL DOOR 0 6.8 OUTSWING SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODL INC. AND 74" MAX' OVERALL m O ENDURA PRODUCTS INC. FRAME WIDTH 37 1 /2" MAX. 1" Of— FRAME WIDTH 36 1/2" MAX. Z -t R 35 3/4 MAX. ((�� PANEL WIDTH ��II tc GENERAL NOTES PANEL WIDTH I W /AST I w X� ix- 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY MTN THECURRENT 1 4 1 4 FLORIDA BUILDING CODE (FBC) BASED ON THE SIGNEDAND SEALED DATE; INCLUDING HVHZAND HAS BEEN EVALUATED INACCORDANCE WITH THE ' 04 FOLLOWING, FOLLOWING: W201 -94 TAS202 -94 rAS203 -94 O !E 21 1/8" 21 1/8" o 2. WOOD BUCKS BYOTHERS, MUSTSE ANCHORED PROPERLY TO TRANSFER �2 fl21 -4 �C MAX MAX - p LOADS TO THESTRUCTURE. _ D.L.O O.L.O. 8 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. S I s � W z � p W ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING w 7 d y/ INACTIVE ACTIVE a co 4. ESIGNNEp PRESSURE RATING SEE TABLE 1, PAGE 1. t 5 g `? PP / O O ' \ V Q 5. THIS PRODUCT MEETS THE WA TER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONE (HVHZ) ro O to 6. PRODUCT DOES NOT REQUIRE SHUTTERS N N p RESIDENTIAL INSULATED STEEL DOOR (Common to a8 frame corldltbns) AV DOOR LEAFCOINSTRUCTION: 3 a J Face sheets: 24 GA (0. 021 "Infn) thickness. Galvanized ateel A-525 0 p)� commerciat quality AKDO per ASTM 620 with average minimum yield g strengtil Fy(ave) -30627 pal. i Core Desbn: Expanded polystyrene with 1.0 to 1.25lbs density, by Ja1d -Wan Inc. Panel Constnwtbm The aclve and inactive panels are constructed from 24 GA REF ASTRAGAL BOLT ITEM # 12 (0.021 min) galvanized steel. The face sheets at top and bottom are bent 90" over the top and bottom rams. The top rail measures 1.0" high x 1.688" wide. The steel r; p = bottom ram measures 121 h x 1. 688" wide. The sides of the face sheets are roil SlAr" OUTS�t 1� UNl! W DOUBLE OUT SIII U1VlT {XX1 p - formed into the latch and hinge sues which measure 1.00 "high x 1.686" wide. The SCALB:' 1/2 -1' -0" SCAL8 1/2' =1 -0" Interior cavity is Imed with expanded polystyrene. The face sheets are glued to the Z C w expanded polystyrene. The panels are cut out for Me hvo -place ODL Alumirwm Ne ALL DOOR MODELS ARE VIEWED V frame. Units are glazed with tempered and isminaled Impact 1 "/G. On double door FROM THE INTERIOR SIDE w Q applications the inactive door is tined with an extruded aluminum astragal of o in z 6063• T5 alloy, manufactured byEndum. a w TABLE I DESIGN PRESSURE RATING Flame Construction: The frames are constructed of NngerjoInted pine jambs APPROVED FOR 118E WHERE measuring 4. 9/16 "x 1 - 1/4 The head fiambs are mortlaed and but joined t0 PROTE01ION FOR WATER 0 the side lambs, and attached Will three (3) 160A 7116" crown x 2 long INFILTRATION IS REO xFiED staples on each aide. The threshhold is attached to the side jambs with POSITIVE . 60.0 PSF three (3) 16GA 7116 ' crown x 2" long staples on each skle. GfadW." ODL Insulated lite Is I "overall IfIkkmess, consisting of one (1) NEGATIVE eo.0 PsF 4 0 pane of 0.125" tempered gl ass; 0.5 "air space; two (2) panes oft). 125' TABL OF CON TENTS _ -_ U Z annealed with .090" PVB Intedayerby Solute. Aff rotes are sandwiched SHEET X DESCR ""AM 1SFVNSAR Te 5/08 g/azad into the panels. 1 TYPICAL ELEVATIONS -- PKODUCrRB1/188D FLORIDA P.E. NO. 56861 SCNCA$ NOTED 2 VERTICAL CROSS SECTION a 861 OF MATERIAL as hxmtPl Wwh* F10" 3 HORIZONTAL CROSS SECTIONS BE. flascode f� /1i��/ am an EAG 4 ANCHORING LOCATIONS _ di ?v Q6f. BP.$. SAFFEL 5 COMPONENT DETAILS DRANW0 No.: e UNIT COMPONENTS mI m11MM" BBMws, M JW0 -0 3 'r' CO ' PA. Bel "l M DhWw NBM64 R 32M ow 1 Of 6 � Item DESCRIPTION Material 4 2 5/8" MIN. " J 1 t 4 911 1 J INTE P 0 MIN. 19 w: Q H INGE 1 .0 MI STEEL 03 P PINT, ..? STEEL 1 T /2" 20 Q 19 5 8 PHILLIPS i LIPS t f SCREW O 1/4" MAX- 18 X 3 PHILLIPS FLATEWAD WOOD SCREW MIN. EMS. SHIM, T11K. 20 1 P 7 WOOD SCREW gALUAMIN V I 2 9 COMPRESSION TH STRIP - -850 2 Q Q 11 OUTSWING THRESHOLD ENDURA [A LC 1/4` MAX. SEE 2 2 ALUM T606 M LT ROD 5 16 x 8 SHIM THK. DETAIL G ASTRAGAL BOLT STRIKE PLATE LOCATED SHT. 6 26 SEE 13 Opt HEAD JAMB D TAIL 6 14 f 7 1 x 2 LONG 5T w n g= 28 26 15 KSET 7ITAN SERIES %%& K SERIF 400 16 KWIKSET TITAN SERIES DEADSOLT SERIES 780 5 9 28 i ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMNUM 21 34 9 ALUM 6063 - T6 j ir ".. AS IK PLATE 0 I 30 •• *`'•(!'.' 21 19 2x WOOD BUCK WOOD 30 - NO C ION SHIM Z 21 21 DOW 995 SILICONE SEALANT SILICON I ILY 04 03-6428-02 4, ti 21 i c� m a 2 f ° WTED AN I - O O LA o INTERIOR TERIOR 25 L W 12 L LIR a ro g w 26 TOP PAIL FlNGERJ01 P E N a I H 2 O INTERIOR RIOR M L 5GA MIN VAN STEEL S-(08 ` O Q 23 1" -I zo E7(PA®EOIMMI IN 0.0 10IjWw MISTY Ur 110 -IIFN w(e g SFEEL WW c 29 PANEL SIi61 MA STEEL IYL� 23 1" A�25 L ERCW. 02 f' MIN. TRIM. w > v 22 Z N , � 30 AL \ 24 22 31 GR to d � LATCH SW WU (FWGER LW-) \ 24 8 x 2 PHILLIPS EAD WOGO SCR STEEL 34 6 111, TAMXNI WITH 1. IMN. T STEEP. C 27 w i-4 Y1 30 tp 21 21 O Z � 28 21 30 21 o to 27 'K 29 28 mi w 5 27 `. tS .'i 29 O 11 Ozw JAI 11 � 34 N N i 1 1/2' MIN. EMS. U w d 1 19 kfMESFI BpIAVSAR ate V5 pp,ODUCTREMED FLORIDA P.E. NO. 56861 < Q hcL Ibe AS NDTED 2 5/8" MtN. - te owc ar EAG 1 1 4" / � � w ow. "s. SAFFEL MIN. owrrwmc N0.1 �1 VgRTICAL CROSS SAC7lON TYP. B ft ' aR gaeaw m xs we JW0509 -03 2 WOOD FRAJIBr INSTALLATION SCALr B" =1 2 CONCRErTE INSTALLATION SCALE. 6" =1 -0° Divbiw " aRAMM SAM my I sHmT 2� a 6 I SEE NOTE #3 1 MIN. 1/4" MAX. 1 1/4" MAX. } MINI" f SHIM DET AIL G 75 SEE DETAIL G SHIM ''II 5 SHEET T �- i 1/4" SHEET 8 7 1/4" G MIN. 9 MIN. g 28 29 ED p 30 21 � 21 30 ro � 31 . .. � ? SE NO 3 :,foi'i •�,, y': ,,, .� i•'• ;;fie . , � �{ 33 r :'c `. ; i.,T F>CTERIOR Y 7 4 25 21 24 21 29 u 19 32 4 20 28 1 I Al XORtZOATAL. CROSS SAM" TYP.. B 3 20 19 � Z 1 1/4" 3 WOOD INSTALLATION (SCAL' 6" a1' - 0 "J 3 WOOD INSTALLATION (SCALE.- 6" m1' - 0 ") 1 1/4" �m o MIN. EMB. MIN. EMB. ti p v 1/4" MAX. 1 /4" MAX. a m 0 0 1 2 r SHIM SEE DETAIL G 1 SHIM 2 5/8 MIN, N' SHEET 6 15 28 29 SEE DETAIL G MIN. W rx 34 SHEET 6 U 9 m + 30 Y OW y w g SEE. NOTE 4 30 21 22 21 M w 31 34 3 1 N INTERI a SEE NOTE 4 I 2 33 4 f XTERIQ # _ in in 19 32 25 21 24 21 20 P9 4 28 3 20 c � 1 L C ffOBL L CROSS SECTION TYP. D HORMVTAL CB= Z w 8 COAVP" ' 1NSTALLATION (SCALE.- 6" =1' -0 ") 3 ICOAVRVTZ INSTALLATION (SCALE• 6" =1' -0 ") NOTES: a SEE NOTE #2 1. ASTAOAL FASTOER SPACMO DETAIL F OT PAGE /0. M CF 14 SCREM9). INTERIOR SEE NOTE g 1 17 I LATCH AND DEADOOLTT ST}� PLATES MOUN TO ASTRkGA. WITH A ABLE Mg PunS. A 3�FOR HJCNOR SPACMk 4 OF Br NEW WOOD SCREWS 8 4. 2x BUCK TO SUBSTRATE FASTENMO MAY UTLIZE OPTI . 3110' OM TAPCON 0444 N Y i 102- 0003.07) .. Q t`y }: 2... i, v;o , •'� :1 •:,:': .5... _ ;,. _ t: NIMESH BHAJSAR OME 2 508 -'' '•.} .:i`•!•:'i'',." it, .��° ® .: :' FLORIDA P.E. PX1. 56881 PRUDUCTRBNISBD ,,�,•: f'( r '.: ..: j'{ �': :, ';: . C� T scA�:AS NOTED Buffftco& i" Gwa Br: EAG A� pbmgNo N ; aK. Br.S. SAFFEL 6� auwMa : EXTERI ' 28 29 32 25 28 [ �s _lA STRAOAL CROSS SAi^Y'LON TYP. o y l �p� P JW0509 -03 3 (SCALE• 6" =1' -O") Dhidon M Wa R 30654 SEE DETAIL 8 2 2 SHEET 5 E= ELD n SEE DETAIL B O SHEET 4 g SEE DETAIL A �`� 1 SEE DETAIL 8 m _ to J 6" [— -16 " SHEET 5 m 6" �{ I 1 12 2/ �T (P' 3" TYP. 6 "1 SHEET 4 2 O o� - I I 1 111 11 I 1YQ w x 5 ro ao 5 ZyP SEE DETAIL D M �� Y d TYP. n SHEET 5 n M iV A N to C D n O! n 3 3� co m n M 5 NP. a M 5 TYP. 1 - M Wm� Z O 6. AIL A SHEET 4 6" 12 27! TYPe 6 "- SEE DETAIL A 3 74" SHEET 4 a 11 ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE _ iii 03 SEE DETAIL E SHEET 5 II 00 SAM U K K ANCBORINL" LOCATIONS ANCHORGVC LOCAT 0 DOUBLE Z z OVYWINC SINGLE UNIT LX) OUTSIIIA 7 UNIT � J SCALE: //Z =f SCALE. f/2 =1' -0" o w Ln w 2 1 co n a 1 _ 1 om< 1 f NHAESH BK4VSM2 CAM 2/5/ PZZODiJC1,R£V15&b FLORIDA P.E. N0. 56861 SAS NOTED Buil6tffgCadc gy ri dmFkddd „ /if^� owo. er. EAG /" Awei»m m No /! 9 d�,yf' ax erS. SAFFEL 14 " awnwa No.: DETAIL A DETAIL B w Bowman m JW0509 -03 OW OF r I I 4 9/18" -j ANCHOR 0 EXTERIOR SIDE - 3/4 "L I —14. Z 13 7 34 2 t� �a a 1/a 2 0 0 m 1/2 t F- •- 4 0 0 3 3 34 ZO 0 ZW INTERIOR 13 g 1/2° , 5 1/2" 17 3 g o0 0 DRILL 3/8" ASTRAGAL t CS n 0 4 RETAINER BOLT HOLE 3 W THRU FRAME /MASONRY 3 34 Y 4 6 x 1 -318" DEEP DETAIL B DETAIL C DETAIL D DETAIL A -HINGE AQUA TING DETAIL TXR06BOLT STRIKE PLATE FOR HEAD STRIKE PLATES JA STRIKE PLATES AGAL o 0 SCALE. 3" = 1' -0" SCAL1f 3" =>' -0" SCALE. 3 " =f -0" SCALE: 3 B" f' -0" w a M aao ° o 3 DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE v THRU THRESHOLD /MASONRY x 1 -3/8" DEEP ° 1/2" x 1/4" ALUM SPACER �) g � ]L ° c 30 21 & °� r n ° INTERIOR 1/8" TEMPERED GLASS O 1/2" AIR SPACE a n y) g 7 34 a TYP. ot ix 0.090" PVB Z 18 ^ INTERRLAA� BY 11 1" — T 3/4" GLASS BITE 21 118" ANNEALED y m M o � to 00 4 a A L RETAINER STRIKE PLATE FOR SILL FASTRX R SPACI�h r 11S GLAZING DETAIL• ISUf CL•& * SCALE: =1' -0" SCALE ACTS SCALE.• 6" =f' -0" v m a °z NBfESH "VSAR CAM 2/5/08 FLORMA P.E. NO. 58.61 PRODUCTRBVI6� SAS NOTED BmFlaWs _ /ice arc. BY: EAG A No o r s 17,9V arc ens. sAFFE BRAWNq NO.: Cannot w our ono sum=. On JW0509 -03 pig omm" a sir 5� a• mw 9116" m N O O 4 9116" ,-- 2 3116" 4-1111 � �6�" (Min) I 3 g 1 I �l/YT HINCA 4s4sfp CA / �� \OUTSJiINC dLflYIMIY THRdSHOLD (ENDURA) T SCALE. 6" =1' -0" `� SCALE. 6" =f` -0" 9 QDS -BS0 ' SCALE. 6" =1' -0" �� SCALE 6" =1' -0" �'� a 2 MATERIAL 6068 -715 2 112 "� 1 13/16" 1 1/4" 10 n °wz ® ® 3 1/8" 1 3/16 "-}-� 1 11/16" o eo 1 11/16" r 1 a ao o r ssu mnr I 1 J 1 1 _J 11JI ro o 1 BLOCK N 2s 1 11116" Fes 11e" o 5/16 " -- 47 z v 3� TOP RAIL (PINS) ° w A z HINCE STILE (LVL) Y . r SIX GA 13 ASTRAC �6 PIa 1q �L scaL ssTRACOL 25 SCCAL�E -6V — ,''- -F ` SC n vo 27 SCALE.• 6" W 0 0 MATERIAL 6068 -T6 - JJ '` 'I 1 3/4" � 2 1/2 " in N S_ 7 . : r � U 18 ;� aw.� o AST G AL BOLT MAT. - % STEEL ROD ASTRAGAL SILL ODL LIP -LITZ FRAYS' v 1/ 1zINC a rE cHROaTE 18 Tom— 30' � 6oes Ts o 0 SCALE: 6" =f SCALE. 6" =1' -0" SCALS.• 6" =1' -0" 0 I'll 5 3/16" C - SINK. 07E HuAESH BNAVSAR We 2/5/ z 1 -USE EN INSTA #10 WOOD INSTALLA TION SCREW W/ 1 1/2" MIN. EMBEDMENT FROD�Rgylgm FLO6{DA PE, NO 56881 WHLLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. wromplyWS with dmFlalds sc AS NOTED 2 -USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. 1BOding Co =Ac copmr-No - //`-� w. EAG 3 -USE 3/16" ITW TAPCON ANCHO W/ 7 1/4' MIN. EMBED. I / Z �� cm. wS. SAFFEL WHEN INSTALLING INTO CONCRETE MASONRY SUBSTRATE AT SIDELITE SILLS. / oxAWM N04 DETAIL C - L77UNTERSINA DETAIL • nc. JW0509 - 03 FM SCALE.' 1/4" =1' -D" DWbwu raa°woo°aMa sir 6 of f� i /APP T] FURXMR AS COI M-- CTBE ' 0 RBJBCTZ;D 0 REYTSB AND PJ3= TT 0 SUBMIT S2 2 ~ iC CAM This review was per" r n l- y for general conformance with the design concept of the proj-,-t -.1 compliance with the information given in the Contract Docur �.' A; -tions or comments made on the Shop Drawings during t-11 not relieve Contractor from complying with the requirements cf - A specifications. Approval of a specific item does not incluC assembly of which the item is a component. Co::'- nsible for dimensions to be confirmed and correlated at t' .taon that pertains solely to the fabrication processes or to i, " , ,v s, technique, sequences, and procedures of construction; cc r;. : c: t% work of all trades; and for performing all work in a safe and _ rn r. J. ANT O ODRIGUEZ G lay