The URL can be used to link to this page

RC-07-2524 b Inspection Worksheet P o -�� Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F I X4 Phone: (305)795 -2204 Fax: (305)756 -8972 ; c. Scheduled Inspection Date: June 01, 2009 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Shutter Attachment Owner: SALNAVE, FERTILISE Work Classification: Shutters Job Address: 318 NW 111 Terrace Miami Shores, FL 33168 -3340 Phone Number Parcel Number 112136001057 Project: <NONE> Contractor: HOME OWNER Building Department Comments e Inspector Comments Passed CREATED AS REINSPECTION FOR INSPA 13536. Wrong anchors used. N B 5 -21 -09 Failed ��c �RO A.It S, Correction Needed Re- Inspection a Fee No Additional Inspections can be scheduled until re- inspection fee is paid. ... -� n• nAnn nom-.- AA -9— >, Miami Shores Villager a i 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 y -.... E Expiration: 111412009 Project Address Parcel Number Applicant 1 318 111 Terrace 1121360010570 L!Miamijftores, FL 33168 -3340 Block: Lot: FERTILISE SALNAVE f Owner Information Address Phone Cell FERTILISE SALNAVE 318 NW 111 TERR t MIAMI SHORES FL 33168 -3340 µ Contractor(s) Phone Cell Phone Valuation $ 1,000.00 HOME OWNER Total Sq Feet: 0 Type of Work: SHUTTERS Available Inspections: No of Openings: 4 Inspection Type: Additional Info: PANELS Shutter Final Classification: Residential Shutter Attachment Fees Due Amount Invoice # Total Amt Paid Amt Due Education $0.60 WS.5 -09 -34749 $ 155.30 $ 105.30 7 Education Surcharge $0.20 = ............— , - - , a , .. ,` Notary Fee $5 WS-5-09 -34749 $ 155.30 $ 155.30 $ 0.00 Permit Fee $140.00 Check #: 1146 Scanning Fee $6.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $3.50 Total: $155.30 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 stria 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. May 20, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Mav 20, 2009 1 Inspection Worksheet Miami Shores Village � Z 01 • Z*24 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP 113537 Permit Number: WS -5 -09 -778 Scheduled Inspection Date: July 13, 2009 Permit Type: WindowslShutters Inspector: Bruhn, Norman Inspection Type: Shutter Final Owner: SALNAVE, FERTILISE Work Classification: Shutters Job Address: 318 NW 111 Terrace Miami Shores, FL 33168 -3340 Phone Number Parcel Number 112136001057 Project: <NONE> Contractor: HOME OWNER Building Department Comments INSTALLATION OF 4 STORM PANEL SHUTTERS TO COVER NEW CONSTRUCTION WINDOWS i 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 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, Phone: (305)795 -2204 Fax: (305)756 -897 Scheduled Inspection Date: May 21, 2009 Permit Type: Windows/Shutters Inspector: Bruhn, Norman Inspection Type: Shutter Attachment Owner: SALNAVE, FERTILISE Work Classification: Shutters Job Address: 318 NW 111 Terrace Miami Shores, FL 33168 -3340 Phone Number Parcel Number 1121360010570 Project: <NONE> Contractor: HOME OWNER Building Department Comments Inspector Comments Passed t� ,�G - ��' l az o eo" �•�c - fe .4 C x eew Failed r Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. AA _t HA Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami o s, R a Phone: (305)795 -2204 Fax: (305)7 2 Inspection Number: I'NSFr 115 43 Permit Number: WS-5- OS-7 1 78 Scheduled Inspection Date: June 08, 2009 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Shutter Attachment Owner: SALNAVE, FERTILISE Work Classification: Shutters Job Address: 318 NW 111 Terrace Miami Shores, FL 33168 -3340 Phone Number Parcel Number 112136001057 Project: <NONE> Contractor: HOME OWNER Building Department Comments � Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 114949. CREATED AS REINSPECTION FOR INSP- 113536. Wrong anchors used. NB 5 -21 -09 END SCREWS MORE THAN 2" FROM ENDS. JR 06/01/09 Failed El Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Miami Shores Village MAY o oo� � � Building Department 10050 N.E.2nd Avenue, Miami Shores,.�lorida 33138 ° ° ° ° °° ° ° ° ®o® Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No.- Jwn - TK PERMIT APPLICATION Master Permit NoS �?-S ' FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder [��s Phone # Owner's Address IV • , � / [ ° � City zip r vas State Tenant/Lessee 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 d6 0na Phone # Contractor's Address City State Zip Qualifier Name 7 Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # h&j) m aw y "kelps Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: []Addition QAlteration New ❑ Repair/Replace El Demolition I 11 A Describe Work: e t MAY 0 � PAG mittal Fee $ Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double. Fee $ s Structural Review. $ Total'Yee Now Due $ See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State -_ Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC...,. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO, RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The fo ing nally instrument was acknow ed bef m this The foregoing instrument was acknowledged before me this day 0 20( by! day of , 20 by who is perso own to me or who has produced who is personally known to me or who has produced )3s identification and who did take an oath. as identification and who did take an oath. NOTAR LIC: 11A NOTARY PUBLIC: 6 j ge Sign: '�� '' e,�� Sign: Print: ��; �•s �o Print: r My Commission Expires: e BYa„a`a a My Commission Expires: APPLICATION APPROVED BY: J /� Plans Examiner Engineer Zoning (Revised 07/10/07) VILLA GE OF MIA W SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: "� I`S t � � DATE: AADDRES& AJ- �,,t • {�i' o C 1 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family reiidance. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use atld occupancy. It may not be built for sale -or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sate or lease, which is a violation of this exemption. You may not hire an unlicensed person as it contractor. It is your responsibility to make sure the people employed by you have* licenses required by state law -and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.LC.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, -buildings codes and zoning regulations. Please read and initial each paragraph. 1: I hold title to the above property and I am planning on doing this construction Myself. -� Initial 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required. to be issued for reinstatement of the permit. Initial Y 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. !� Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial 5. l understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are requited to hive a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. P Ivutial j 7. I understand that if any person ,gets injured on my construction project hey are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical,' Plumbing, Heating, Air & Roof work on my property without first obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this day of , 20 . d By 1 [ who was personally known to me or who has Produced there License or T1 VU % d s identification. all P OWNER NOTARY NOTAU PUBLIC -STATE OF FLORIDA �.�•"' % Cl &udla V Ctabillos Comm ission #DD717923 ° 4 f 's .. .Ono Expires: SEP. 23, 2011 BMMTM AMWnCWN Co., INC e + MIAKM 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) 375 -2908 NOTICE OF ACCEPTANCE OA www.miamidade.eov WeatherGuard Building Products, be. 9040 Belvedere Road West Palm Beach, Florida 33411 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 tkeeight to revoke this. acceptance, if it is determined by Miami -Dade County Product Control Division that this pi@duot 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 Ht pa T ilWit, . • • • �, Zone of the Florida Building Code. • • • • • DESCRIPTION: 0.063" (min.) Aluminum Storm Panels Shutter "• • • • • • • .....r . • •.i•• P APPROVAL DOCUMENT: Drawing No. 07 -309, titled" 0.063" Aluminum Storm „ • • " of 5, prepared by Thornton Tomasetti, dated April 10, 2007, signed and sealed by J. W. K� .' the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance n v�.da .. " .:" by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact " • ' • " • to • 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. ��ag RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA #02- 0417.06 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by IHelmy A. Makar, P.E., M.S. jJ ��'�� NOA No 06-0706.17 . " //� Expiration Date: 04/18/2012 Approval Date: 05/10/2007 O S 11 c Avo7 Page 1 WeatherGuard Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 95- 0717.06 A. TESTS 1. Test report on: 1) Large Missile Impact Test, 2) Cyclic Wind Pressure Test, 3) Uniform Static Air Pressure Test of 0. 063 " aluminum storm panels x 104" high, prepared by Construction Testing Corp., Report No. CTC -96 -008, dated 02116196, signed and sealed by Christopher G. Tyson, P. E. B. DRAWINGS 1. Drawing No. 96 -47, Poma Corporation, . 063 "Aluminum Storm Panel Drawing, Sheet I through 3 of 3, prepared by Knezevich & Associates, Inc., dated 02115196, Revision No. 2, dated 03125196, signed and sealed by V.J. Knezevich, P. E. C. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report, dated 11127195, for Aluminum Alloy 5052 -H36 by Precision Coil Incorporated, with chemical composition and physical properties. • 6 •. 2. Tensile Test Reports from QC Metallurgical, .Inc., QCMJob No. 6$M41-0, dated"' February 16, 1996 for Aluminum sample. 00 "' 900.69 90 0 ...... D. CALCULATIONS ' .... .... . . 1. Storm panel anchor calculations, pages 1 through 10 of 10, dated10631ZB796, 4 • • 6. 99 • • • prepared by Knezevich & Associates, signed and sealed by V J. KW4f ft P. F • 0 . 0 0 • • 0 • .. .. .. . ...000 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 99-0119.01: 0009 9 : 600 0 : A. DRAWINGS • • • 6 1. None. (Drawings originally in file 95- 0717.06.) • • 6 • • •9996 • • a . : . B. TESTS L None. (Tests originally infle 95- 0717.06.) C. CALCULATIONS L None. (Calculations originally in file 95- 0717.06.) D. MATERIAL CERTIFICATIONS L None. (Material certifications originally in file No. 95- 0717.06.) E. OTHER L Letter issued by AI Purino stating that all documents are unchanged copies of 0.063 " Aluminum Storm Panel submittals, Acceptance No. 95- 0717.06. yd 'innl . 9 /-'� Hqoiry A. Makar, P. E., M.S. Product Control Examiner NOA No 06- 0706.17 Expiration Date: 04/18/2012 Approval Date: 05/10/2007 E -1 . . ... . . . ... .• .. . . . .. •• . • • . . . • . • . . GENERAL NO7�: w m g C NT E LABEL • • • • 1.87 • 'LSW • �., i. PRO U SYSTEM ANA A L R G E M S SIL IMPACT LOCATI • : • '�: • • • •'�. i : LABEL 1'�'� ISSUANCE OR A NOTICE OR ACtEPTANCE (t�OA1 BY MIAMI -BADE COUNTY PRODUCT 1'369" s • • • • • • • • y 1.3a9" N N ' � \ CONTROL DIVISION FOR THE HIGH VELOCITY HURRIC& ZONE 1HVHZ1 OF THE • N • • • �. • • • • N FLORIDA B 1LDING CODE 2004 WITH 2005 & 2006 SUPPLEMENTS. SEE NOTE SEE NOTE cc 2. $ PROD( INCR WIND LOAD DURA710N FACTOR Cd6 WAS USED SCREW ,5 8" 1.8 No. 10 i No. 10 5 8" y DESIGN. 6" PANEL �y 1 11 3. DETERMINE THE POSITIVE AN p NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING 12.00' P COY ggg o THESE DOCUMENTS IN ACCORDAN E WITH THE GOVERNING CODE AND GOVERNING COVERAGE �• WIND y��pCITY. FOR WIND LOAD, W ACCORDANCE WITH ASCE 7 -02, • • ; • • • 1 7 • • • 9.282 ". •y o A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. 4. THESE PRODUCT EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE • � �utZanJ�urN Pia- O HALF ALUMINUM STORM PANEL N INFORMATION FOR SITE- SPECIFC APPLICATION OF THIS SHUTTER SYSTEM. .. • �•��Y::::!/// C1� �q1 -•0" • • • • • Z 3 - 0` 5. USE OF THESE PRODUCT EVALUATION DOCUMENTS SHALL COMPLY WITH CHAPTER 611315 -23 OF THE FLORIDA ADMINISTRATIVE CODE. - �� 2251" 2.251" 35° 6. I PR C gg O L N L �T ACTOR PROFE [ E p NG S IN� A E R C R E T OR REQ AR TECTCBANO .158" R.25 •� R.25 R.25 z F u D N ADEVIATO BE OM T� B Y THE S DE CTO HEREIN EED T CO m m .172" 063 4 2.251" 2.251" FR C .063" o� .09" .° .09' VERIFIES 7•�AT EX7��S5TW STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR s a a :- R.25 R.25 MAT�pIAL FROM THE STRU RAL SUBSTRATES 0 %LED HEREIN, CONTRACTOR TYP TYP. TYP. TYP. TYP. t SHALL RERIFY EXISTING STRUCTURE CAN WITHSTAND SUPERIMPOSED LOAD OF m t m 7. ANY MODIFICATI 5 OR ADDITIONS TO THESE PRODUCT EVALUATION DOCUMENTS m m o°•� N Q2.O1' N N QO- N '�•+ A QN ^ : WILL VOID THE PRODUCT EVALUATION DOCUMENTS. E gg gg ?�?g MM 2.01" 2.01" 2.Ot" & Q B D OFFICIAL EE I? THESE PRODUCT EVALUATION S ffi ONE OF THE FOLLOWING OPTIONS, 2.24" 7-216 2.24' A) UQU�pE THAT SITTEE SPEppC DOCUMENTS g� PREPpR�p 51 NED DATEp AND c SCALED BY A LICENSED ENGINEER OR R S %EE F RED ARCHITECT, MIHICH DETAIL W HEADER HEAW `HEADER BUILD -OUT'M HEADER 'U` HEADER HEAVY P "U' HEAD AN�D��J��UCCSTIEFNY�TWHE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE O - . 1' - ®C" ER = Y _ 0 QSIAL - © L3 0�' YQsC z RAMI•ING HIS/t ERRAPPRQVAIIEW AS A CONDITION TO THE BUILpING OFFICIAL g .668. .093" 3 G BI REQUIRE THAT A ONE -TIM StTE SPECIFIC APPROVAL BE APPLIED FOR AND ..275 •37� 8 TYP• `• SECURED FROM THE MIAMI- AD COUNTY PRODUCT CONTROL DIVISION .44" ,313" •164" .275" 1/4 -20 MACHINE G EN THE SITE CONDITION VIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE .25" STUD @ 6" OR g ZONE AREAS ONLY OPTION SHALL BE ACCEPTED BY THE BUILDING OFFICIAL WH L. ,05" in 12" O.C. N O ! F 9. PRODUCT ARKWQS SHALL BE WITHIN 12" pF ONE END OF THg PANEL WITH A °p� 't25" p , �$ MINIMUM OP tM � ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED j TYP. As FOLLOWS, ITYP.8 wEllatimmuAtmM10AINGPRODUCT INC. .07" .093° J38" M JAIM -0 P COUnnrP5 0 5J RO �APISmYEp J.w. _TcneZeelcn S 10. SRM PANELS SHALL BE 0.063" THICK 3004 -H34 ALUMINUM ALLOY WITH A MIN. 1/4 -20 MACHINE SCREW T 2• 2" MIN. Fy KSI OR 5052 - 32 ALUMINUM ALLOY WITH A M. Rya23.0 KSL WITH 7/16 HEX HEAD 5" MAX. g MAIERW: ZAM AC 3 ALLOY tt. ALL EXTRUSIONS SHALL BE 6063 - T6 ALUMINUM ALLOY U.Q.N. WAS ERED WING NUT (� KEYHOLE WASHER `P TRACK STUD ANGLE BUILD -OUT ANGLE j 12. ALLL BOL gqPIO WASHEpS SHALL BE GALVANIZED OR STAINLESS STEEL WITH ®k� „ ALr s�2� \./Sf� 10 5 AL S �� SCA F SI 7 z SCALE, 3" a A MIRARA NSILE STRENGTH OF 60 K.S.L, U.Q.N. a 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. d 0 2 r B •E WIDTH UNLIMITED WIDTH UNt.1hOTE0 8 6 (PERPENDICULAR TO PANEL SPAN) APPROVED HEADER (PERPENDICULAR TO PANEL S PANELS MAY i BE MOUNTED HORIZONTALLY ,1 tu I b � I.. Z � I �...- rJ'�wGMMP •a` o O W l'MO - 0706.17 i U~i t~n c �j o/L a d: m= m S� 13 Inv wu y " N • N �,. 04/10/2007 n E ®® y N MV c APPROVED SILL 10 N1 lull N11 TYP. ELEVATION TYP. ELEVATION 07 S CALE, 1 /2 0 AL ,1/ -o sheet 1 of S •• •• • • • •• •• • • • ••• • • • • ••• EMBED. CSCONNECOONTYPE EMBED. �•y ^ C4CONNECIIONTYPE �Hp 10 CONNECTION TYPE gM REFERENCE ANCHOR • • RE FV FOR &IAR • • • REFERENCE ANCHOR ./ "m SCHEDULE E FOR MAX. • P • • • • • SCHEDU FOR MA • • SEDX. �^n ed o EXISTING CONCRETE, 3 4 .25" 3 4 EXISTING C C T •• EXISTING CONCRETE, EO. HOLLOW BLOCK OR WOOD HOLLOW BL�ROIID GE D • HOLLOW BLOCK OR WOOD S o FRAMING. SEE ANCHOR MAX. FRAMING. SEE ANCHOR Irl SCHED. BASED ON TYPE FRAMING. SE D N YP • • • SCHED. BASED ON TYPE E SCHED. BASED ON YPE w O O• w O. OF STRUC. (TYP. TOP & .25" OF STRUC. ITYP. TOP & g BOTTOM) �' B OT T IU ) C. (TYP. TOP & MAX, BOTTOM) H iy c W O ' ••• • • ••• •• 7 • • p IE Ix SEE j' � • • • • • • • E SEE F W *W. N TABLE 2 E t- J •• •• • • •• N tc p TABLE 2 FOR MIN. = p E W FOR MIN. X jy s EXISTING SEP. N y w j m!n EXISTWG� SEP. E m x 6LAZWG FROM w u m qz GLAZING FROM w u � GLASS y m m 3 a GLASS y <z m'n •>.j z S B • p t3 Z t3 1 �a EaIL m J 6 JQ st aq cl REFERE ANCHOR m 11 8 O. O N v SCHEDULE FOR MAX. - 1 1 W MAX. c j j-, E SPACING m a w IS ED. � 11 MAX. C5comcnON7YPE CICDNNECRONTYPE EMB v CRRENCE FOUR ANCHOR S FOR M SPACING . g SPACING �� 3„ N WALL MOUNT SECTION TRAP MOUNT SECT WALL MOUNT SEC ION TION O CA c8 ©�3 - .1 -0" © AL =1' -0 C s� EMBED. EXISTING CONCRETE, EMBED. ' s C4CONNFCIIONTYPE HOLLOW BLOCK OR WOOD REFERENCE ANCHOR PR SCHEDULE SEE ANCHOR REFERENCE ANCHOR E. SCHEDULE FOR MAX. SCHED. B S EO N TYPE SCHEDULE FOR MAX. _ - - - -J f EXISTNG CONOCCRETE, 8 SPACING OF STRUC. ITYP. TOP & SPACING j.—W. KneZ�ch o HOLLOW BLK OR WOOD .2S" BOTTOM) O. Pre�wF,qu.� FRAMING. SEE ANCHOR MAX. 1 1 L 0µ PE0p61981 SCHED. BASED ON TYPE OF STRUC. ITYP. TOP & c BOTTOM) MAX ct _ _ t / W tll d REFERENCE 0 7 OiOR I SCHEDULE FOR MAX. SPACING /o OPTIONAL 6 TABLE 2 E j LEG OIRECTIO g EXISTING- FCSR�MIN. y= EXISTING GLAZING FROM w W u GLAZING GLASS a Ito ;a a v OIL 1t • J 8 JrA(N1t1C1'YCY� d4 . q 1 aaglyigwid lM lbN� ft g ct coIIacwI171TE a CONNEi710NTYPE A r�N.o -a 66.17 REFERENCE ANCHOR p 8 REFERENCE ANCHOR Dat �Z ,g SCHEDULE FOR MAX. 1 SCHEDULE FOR MAX. w SPACING BED. SPACING AV g 12 814eJ °i° 04!70/2007 E ED. Blvkde. .25" ns nnTEO m,.m a 12 MAX. W NW 5 an. BUILD -OUT MOUNT SECTION O ALT. BUILD OUT MOUNT SECTION 07 - 5 AL a nt' -0 sheet • • • • • • • • • • //}},,,, �.• n lJ" 1 FASTENER 0 12' O.C. FOR • • • FASTENER @ 7A" Q.C. FOR • • Z DESIGN LOADS LESS THAN • • • DESIGN L61ADS LOSS THAN • • w OR EQUAL TO 110 P.S.F. & (rD • • • • ON ERUA. TO MO P.MF.0 QIP w • ^ MA 8" D.C. FOR DESIGN LOADS • • 8" 0.86 FOR MS18N LOADS • • • c GREATER THAN 110 P.S.F. A . EXISTING CONCRETE, • • • • ANCHOR T 710 PS.*. • • (SEE ANCHOR SCHED. FOR HOLLOW BLOCK OR • (SEE MED. FOR • • • MAX. MA X. g ALUMINUM ALLOY ANGLE ANY ACCEPTABLE ANCHOR) WOOD FRAMING. TYP. ANY ACCEPTABLE ANCHOR)" CLOSURE PIECE T• x 2" x MAX. � c 0.125" MIN. TO 2' x 5' x QED. OPTIONAL LEG DIRECTION VR 0 6` F. 0.125" MAX. M 3' si b b Fc z " • • • • • EXISTING CONCRETE, • ALUMINUM ACLOI� AI}Ite • • EXISTING CONCRETE, HOLLOW HOLLOW BLOCK OR EMBED. CLOSURE PIECE 1' x 2' x BLOCK OR WOOD FRAMING. TYP. 0 2! WOOD FRAMING TYP. 0.125' MIN. TO 2" x S' x O$ A tLD -0Ui MOU U %OSURE O ©TRAP MOUNT " CLOSURE SECTION O WALL MOUNT QOS SECTION F ' EXISTING WINDOW i" 4 EXISTING BAY WINDOW 2 1 20 GAGE STEEL BENT U PLATE OR 2" x 2" x 1/8" 20 GAGE STEEL BENT a do �n 6068 -T6 ALUM. ALLOY PLATE OR 2" x 2" x 1/8' p 1 EXISTING BENT PLATE 6063 -T6 ALUM. ALLOY p N WINDOW BENT PLATE F" J a �C �, , �A 1/4 -20 STAINLESS ;3 v = STEEL BOLT 8 WING- 1/4 -20 STAINLESS 4` NUT (A 24" O.C. (TYP.) ,« ,« 1/4 -20 STAINLESS STEEL BOLT & WING - STEEL BOLT & WING- OVERLAP NUT 24" D.C. (TYP.1 "MAX OVERLAP NUT @ 24" D.C. (TYP.I p TYPICAL CORNERR�LCISURE PLAN OTYPICAL CORNER CLOSURE PLAN OTYPICAL CORNER CLOSURE PLAN a 5LAt� lfZ- . T - 6' K 1_ / . T'-a- L E - o ' J.W. Kn ezevich � �.ucxxoxe.:r�oaivai 2 1 ^ 0 a A 8 Mvbi 11.de ueaC.alyd , °°` oanonoo� 07 309 sh et 3 of ANCHOR SCHEDULE ANCHOR SCHEDULE ' m FASTWERMA)OWN SPACING (INDIES) BE= FOB VAMJ$ DESIGN WADS • • • • • • FASTENER MAXIMUM SPACING (INDIES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. r EDGE DISTANCE • IMIN �EDGR DWANCE s • • • • LOAD MIN. 314' EDGE DISTANCE (W) SPANS UP TO SPANS UP TO SPANS UP TO SPAN V V S T P SUP 0 SAN UP TO • • C o • ! • • (W) SPANS UP TO SPANS UP TO SPANS UP TO pp P.S.F. 5' -0" 8' -8" 10'-0" 5' -0' ! ! B' -8•• • i9' -0'• P.S.F. S• -0•• 8•_8•• 10' -0 " ANCHOR TYPE MAX. an NOTE 1) (SEE NOTE 1) (SEE NOTE 1 ) tm NOTE 1) NOTE 1 ND7E 1 ANCHOR TYPE MAX. NOTE 1 (SEE NOTE t) (SEE NOTE 1 F CONNECTION TYPE COM6CTON TYPE CONNECTION TYPE CONNECTION TYPE LONNECTIM TYPE CONNECTION TYPE (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (ME NOTE 3) mm NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) NOTE (SEE NDTE B) (SEE NOTE 3) (SEE NOTE 3) O 1) C1 C2 C3 C4 CS C1 C2 C3 C4 CS Ci C2 C3 C4 CS C7 C2 C3 C4 !CA 4 Ci 2 1) C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 C5 ry 62.0 12112112111 12 12 12 5 7 12 12 4 6 12 12 12 12 i2 2 10 13MI 5 8 72 2 42 • 7 • 2" MIN. 62.0 12 12 12 12 9 12 12 12 7 5 12 12 12 5141 sx S 2 2 � 72.0 1211211219 11 12 1212 4 6 12 12 8 3 5 12 12 12 9 1 4 7 2 6 • 72.0 12 12 12 12 8 12 12 12 5 4 12 12 11 4 4 OGib °o ITW APCp� � 83.0 12112 12 7 9 12 2 8 3 S 12 12 B 3 5 12 12 12 7 11 9. 3 6 12 6 83.0 2 12 12 10 7 12 12 11 4 4 12 12 10 4 3 1 -4" NOi 120.0 12 12 12 4 B 12 12 8 3 5 12 12 8 3 5 12 12 2 4 1 12 is 3 • 2 b 1 V • • �j "m j� 120.0 12 12 12 6 5 12 12 10 4 3 12 12 10 4 3 200.0 12 2 6 3 5 2 12 8 3 S 2 12 8 3 5 12 2 8 3 6 12 2 8 3 6 12 12 8 3 6 200.0 12 12 1014 3 12 12 10 4 3 12 12 10 4 3 _ # 62.0 2 12 12 ]1 12 12 12 12 5 8 12 12 12 L 7 Q f 62.0 12 12 12 4 9 9 7 7 7 4 # 72.0 12 12 12 9 12 12 12 12 4 7 12 12 8 3 6 0 72.0 2 12 12 3 7 7 4 6 5 3 83.0 72 12 12 7 11 12 12 8 3 6 12 12 7 3 6 O s 83.0 tt 11 11 B 5 3 6 4 g i 4- 20.0 12 12 2 4 7 12 12 7 3 6 12 12. 7 3 6 120.0 8 8 5 6 4 6 4 M 200.0 12 12 7 3 6 12 12 7 3 6 12 12 7 3 6 200.0 6 L 6 4 6 4 a 62.0 12 12 12 8 2 12112 12 3 7 12 72 B 3 6 12 12 12 70 12 12 1211214 8 12 12 11 3 7 # 62.0 12.12 12 7 9 12 12 it 3 5 12 12 7 4 72.0 12 12 12 6 10 12 12 B 3 6 2 10 6 5 12 12 72 8 2 2 12111 3 7 12 12 ? 3 6 # 72.0 12 12 12 5 8 12 12 7 4 10 8 5 4 ..t 'ZS - (� V4" O CON 83.0 12 12 12 5 9 12 10 6 S 12 8 5 4 12 iZ 12 6 M 12 2 7 3 6 12 71 7 3 6 83.0 2 12 tt 4 7 10 8 5 4 10 7 4 4 711 L. V X= E Z ' 120.0 .12 12 9 3 6 12 8 5 4 2 8 5 4 12 12 12 4 7 2 11 7 3 6 12 11 7 3 6 4 �- / 120.0 12 12 B 5 70 7 4 4 10 7 a 4 a r .�� V 200.0 12 8 5 4 2 8 5 4 t2 8 5 4 12 11 7 3 6 12 77 7 9 6 12 11 7 9 6 200.0 10 7 4 4 10 7 4 4 10 7 4 4 Vl O "• 62.0 12 12112 3 5 7 7 5 3 6 6 3 tt 12 12 5 7 10 10 8 4 8 9 15 3 ANCHOR NOTES: D a m nS 72.0 10 10 t0 L 6 6 $ 5 4 2 12 12 4 6 9 9 5 3 7 6 3 3 �„ 1. SPANS AND LOADS SHOWN HERE ARE FOg DETERMINING ANC HO SPACMG ONLY. .uL. 83.0 9 9 9 3 5 4 4 3 12 12 12 3 5 7 6 3 3 7 5 3 3 A{upryAg� ypgNS OB SpEDFK LOADS MUST' BE LIMITED TO THOSE AIOYNN M s 120.0 6 6 4 4 3 4 3 9 9 6 4 7 5 3 3 7 5 3 3 IN TABL 1. 7 L IN S T ANCE. ` �TpR �� 3 G P 6 2 2 12 9 2 12 2 12 4 7 12 2 9 3 6 2 2 2 11 2 2 2 2 5 0 2 2 2 4 8 2 GREATER THAN 0 E IVE E SHUTTER N NUT ER ANGREATER THAN 'q i # 72.0 12 12 12 7 fl 12 12 9 3 6 12 11 6 5 12 2 12 9 12 12 12 12 4 8 12 12 8 3 T 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. T 83.0 2 i2 12 5 10 12 it 6 5 12 9 6 5 12 12 2 7 2 12 IZ 8 3 T tt t2 7 9 7 4. fiXIFgET(R1EG STRUCTURE MAY BE CONCRETE HOLLOW BLOC OR WOOD FRAMING. 4 E S 120.0 12 T2 10 3 7 72 9 6 5 2 9 8 5 12 2 12 4 9 2 12 7 3 7112112 7 3 7 TYPE OP &STING STR FOR ROPER ANC R TYPE BASED ON E f O 200.0 12 9 8 5 2 9 6 5 2 9 6 S 12 12 7 3 7 2 2 7 7 3 72 12 7 3 7 S. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS* 62.0 12 12112 3 5 7 7 6 3 6 6 3 2 12 12 4 6 8 8 7 3 7 7 4 3 RECOMMENDATIONS. 72.0 11 71 11 4 6 6 3 S 4 12 12 12 3 S ? T 4 3 6 S 3 6. MtN MUM EMBEDMENT AND EDGE DISTANCE EXtLUDES WALL FINISH OR J. Vi. Kne2e9)ch STUCtO. $ 7/ 4Y T Ii 83.0 9 9 9 4 5 4 5 3 11 it 74 5 6 5 3 6 4 7. WHEEff EYIISTgg�CgSgT�,REUgCTURgq IS POST - TENSION D CONCRETE CON ACTOR t-V4' MOD. �T 120.0 6 6 4 5 3 5 3 7 7 4 3 6 4 6 4 S THAT At S NOT TO ANCHORING A COORDINATE AN�ORAGE 200.0 5 3 5 3 5 3 6 4 B 4 8 4 EX�S R� AM I" # 62.0 2 12 12 S B 11 11 9 4 10 10 B L 8 ' V FIELD VERIFY THAT FA5TENE FRA ADEnUATE�y00D FRAMING 0 # 72.0 12 12 12 4 6 10110 5 4 8 7 4 3 FOR SIRS, NOT PLYWOOD. E FASTENING TO P�YWOOD IS ACCEPTABLE ONLY d m W - 20 0 10 10 6 3 4 8 6 3 3 8 6 3 3 9 WHERE E R E BE SaE F AST EN RO NARRO ACE x STU FR EVER G U U 200.0 6 6 3 3 6 6 3 3 8 6 3 3 HASP L IPS P N t �i D OR HEX H O R DENSITY LAG SCREWS SHALL 72.0 ]7 11 11 3 5 6 6 3 3 5 4 4 3 2 12 2 3 7 8 8 L 4 7 5 3 3 10. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGA MEN) OF THREADS 7 ' 83.0 10 10 10 5 5 4 S L 2 12 12 3 6 7 5 3 3 6 5 3 3 WAFER HEAD tSIIDEEW S U.O.NHER A PAN HEA�, TRUSS HEAD, OR $ Z V4' 9 G 120.0 6 6 4 3 5 4 5 4 8 8 5 4 6 5 3 3 6 5 3 3 11. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. („� 200.0 5 4 5 4 5 4 6 5 3 3 6 5 3 3 6 5 3 3 12. # ESIGN TES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE 0 #11r 720 2 12 2 S T 12 12 7 3 4 10 8 5 3 13. (�(�µ(MUM EDGE DLSTp OR POWERS ZAMAC NAIL-IN EMBEDDED � IN HOLLOW CONCRETE BLOCK IS 3-3/4% 83.0 12112 12 G P T 1200 2 12 8 4 4 9 7 4 3 9 7 4 3 = 200.0 9 7 4 3 9 7 4 3 9 7 L 3 MIN, 2x ANCHOR 012pMETEER utltiw&N8tlTn16t 62.0 72 2 12 7 9 12 12 12 3 5 2 12 8 4 12 12 12 8 2 12 2 12 3 7 12 12 9 3 6 MAX. 1/2 ANCHOR SPACING f 72.0 12 12 12 6 8 12 12 6 4 71 9 S 4 12 12 12 6 10 12 12 9 3 6 1211016 5 1. SPACING PER SPACING PER 6 - 7 83.0 12 t2 12 L T it 9 5 4 11 8 5 3 12 2 1 2 5 9 12 10 6 5 12 9 5 S ANCHOR SCHEDULE ANCHOR SCHEDULE T 204 12 12 9 3 4 11 B 5 3 7] 8 5 3 2 tt 10 3 6 12 9 5 5 12 9 5 5 •)' A7 taOtEO MCit 200.0 11 8 5 3 it 8 5 3 11 8 S 3 t2 9 5 S 12 9 5 5 12 9 5 5 DIvWaO Nw .fi ALUMINUM ANCHOR FROM 07 -309 a EXTRUSIO ACHED., TYP. S eet 4 of 5 • • •. • • • . • • • • • o • •.• • • • • •• . o • • • . • • . • e T MINIMUM STORM PANEL SEPARATION FROM GLASS T 0 _ NOTES STORM PANEL MAXIMUM A �+ o MIN87UM S EP. MINIMUM sEP. TABU 1 A SPAN SCHEDULE S POSITIVE INSTA�I.LA ONS N57 FOR t TABLE 1 IS APPLICABLE FOR BOTH POSITIVE L DESIGN LOAD STORM PANEL LESS THAN 30' GREATER THAN AND NEGATIVE LOADS. E IM3 IP.sF.I SPAN (PT-IN) ABOVE GRADE 30' ABOVE E ALL MOUNTING ONCNES) GRADE CINCHES 2. FOR DESIGN LOADS BETWEEN TABULATED DESIGN LOAD CONDITIONS r 2 30.00 S. - 0•• 3" 1" W tP VALUES. USE NEXT HIGHER LOAD OR LINEAR 1 . INTERPOLATION MAY BE USED TO DETERMINE ••! 30.00 7• - 0" 3•' 1 -1/4" ALLOWABLE SPANS. L MAX. CPT-IN) 30.00 9' -01. 3" 1 -7/2'• 73.00 B' - 8•' d 30.00 t0' - 0'• 3'• 1 -7/8'• 75.00 6' - 6" 0 W TAKE2NDSE p 80.00 8' - 0'• 50.00 5' - 0.. 3" 1 - 1/8" w di 50.00 T - 01. . 3'• t - 3/8" 85.00 T - 6'• 1 - l ENT ° 1 �TQRMINIMUM TIVE OESIGN LOAD 90.00 7• - 1•• �� 50.00 9' - 0" 3'• 1 -7/8" 'rION H POSITIVE D SHUTTER 95.00 6' - 8•• 36 50.00 10' - 0" 3" 2 -3/8" ;�. n 70.00 S . -0.. 3" 1 -1 /B'• 100.00 6• - 4" ej M _ •t 70.00 7' - 0'• 3" 1 -1/2'• 105.00 6' - 1'• Q 710.00 5' - V. 70.00 9' - 0'• 3" 2 -1/4" m 70.00 10 3•' 3" 115.00 5 - 6" o 90.00 5 3" 1 -1/8" 120.00 5' - 4" O 90.00 6' - 0" 3'• 125.00 S.-I.. 1 -3/8'• 90.00 7• - 0•• 3 1 -1/2" 730.00 S.-I. 735.00 J.W. Knezevkh 140.00 S. - 0" FL c No: I '$ 120.00 5' - 0" 3" t -1/4" rrotacbna Gg 120.00 5' - 6" X. 1 -1/4" 745.00 S.-C. 150.00 S . -0 .. 0 a 760.00 4'-9 d 170.00 4• _ s" 220 7 190.00 4,.- 2" 190.00 200.00 3' - 9'• MDUCTsman g a a pllr�. bW7 /fwi& 06 -070 6.1) °"' oanolZOO� 07 309 ° sheet 5 of 0 �!d Inspection Worksheet „ Miami Shores Village y 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 :..r,. Inspection Date: December 16, 2008 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Fina Owner: SALNAVE, FERTILISE Work Classification: Alteration Job Address: 318111 Terrace NW Miami Shores, FL 33168 -3340 Phone Number Parcel Number 1121360010570 Project: <NONE> Block: Lot: Contractor: SCIENTIFIC CONSTRUCTION GROUP I NC Phone: (786)587 -9728 Building Department Comments Inspector Comments Passed cc Mr—_aa�� Failed to 4 _ Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, December 15, 2008 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 r > Inspection Date: December 11 2008 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: SALNAVE, FERTILISE Work Classification: Addition /Alteration Job Address: 318111 Terrace NW Miami Shores, FL 33168 -3340 Phone Number Parcel Number 1121360010570 Project: <NONE> Block: Lot: Contractor: BULLARD ELECTRICAL INC Phone: (786)487 -9505 Buliding Department Comments Inspector Comments Passed cc Failed E] Correction L cn 6' � q y Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, December 10, 2008 Page 1 of 1 o0 I nspection Worksheet { Miami Shores Village � � YtM OPM 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 LEM Inspection Date: 10/29/2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Drywall Screw Owner: SALNAVE, FERTILISE Work Classification: Alteration Job Address: 318111 Terrace NW Miami Shores, FL 33168 -3340 Phone Number Parcel Number 1121360010570 Project: <NONE> Block: Lot: Contractor: SCIENTIFIC CONSTRUCTION GROUP I NC Phone: (786)587 -9728 Building Department Comments ENCLOSURE OF EXISTING COVERED TERRACE Inspector Comments Passed CREATED AS REINSPECTION FOR INSP 70640. CC CEILING SHEETS MUST BE STAGERED. JR 10/22/08 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, October 28, 2008 Page 1 of 2 � Inspection Worksheet (. ;..a um Miami Shores Village \�" R 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 1� • Vii. � �> . • .. � . • • • : :::::::::::::::::::::::::::::::::::::::..::::::::::::.;:<.::<.::::::::::::>:::::::>::::::::::: �: ::::::::::::::::::::::::::::::: ITS`::•::: >:.�::: ;::� . ............ Inspection Date: 10/15/2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Windows and Doors Owner: SALNAVE, FERTILISE Work Classification: Alteration Job Address: 318 111 Terrace NW Miami Shores, FL 33168 -3340 Phone Number Parcel Number 1121360010570 Project: <NONE> Block: Lot: Contractor: SCIENTIFIC CONSTRUCTION GROUP IN C Phone: (786)587 -9728 Building Department Comments ENCLOSURE OF EXISTING COVERED TERRACE Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 94432. DOOR/WINDOW NEED 1/4 TAP CONS MINUMUM 1 1/2 INTO BLOCK ❑ 9/11/08 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, October 14, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village .... ,K 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 d� f 5 f Inspection Date: 1011612008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Framing Owner: SALNAVE, FERTILISE Work Classification: Alteration Job Address: 318111 Terrace NW Miami Shores, FL 33168 -3340 Phone Number Parcel Number 1121360010570 Project: <NONE> Block: Lot: Contractor: SCIENTIFIC CONSTRUCTION GROUP I NC Phone: (786)587 -9728 Building Department Comments ENCLOSURE OF EXISTING COVERED TERRACE Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 90117. CREATED AS REINSPECTION FOR INSP- 70638. Not ready. All hole in exterior walls shall be filled with cement. ` Pending electrical inspection. CG 7/17/08 Failed NEED WINDOWS/DOOR JR 9/03/08 cc Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, October 15, 2008 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 e ' a f - 5 Inspection Date: 1011612008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Insulation Owner: SALNAVE, FERTILISE Work Classification: Alteration Job Address: 318111 Terrace NW Miami Shores, FL 33168 -3340 Phone Number Parcel Number 1121360010570 Project: <NONE> Block: Lot: Contractor: SCIENTIFIC CONSTRUCTION GROUP IN C Phone: (786)587 -9728 Building Department Comments ENCLOSURE OF EXISTING COVERED TERRACE Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 90115. CREATED AS gy REINSPECTION FOR INSP - 70643. Pending framing inspection. not ready 7117/08 CG Failed NEED TO PASS WINDOWS/FRAMING 09/03/08 JR cc Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, October 15, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Pi 3 Inspection Date: 10/22/2008 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Drywall Screw Owner: SALNAVE, FERTILISE Work Classification: Alteration Job Address: 318111 Terrace NW Miami Shores, FL 331684340 Phone Number Parcel Number 1121360010570 Project: <NONE> Block: Lot: Contractor: SCIENTIFIC CONSTRUCTION GROUP I NC Phone: (786)587 -9728 BuIlding Department Comments ENCLOSURE OF EXISTING COVERED TERRACE OCT 2 3 2000 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 22, 2008 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 NOW b . Inspection Date: 0912312008 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Windows and Doors Owner: SALNAVE, FERTILISE Work Classification: Alteration Job Address: 318111 Terrace NW Miami Shores, FL 33168 -3340 Phone Number Parcel Number 1121360010570 Project: <NONE> Block: Lot: Contractor: SCIENTIFIC CONSTRUCTION GROUP I NC Phone: (786)587 -9728 Building Department Comments ENCLOSURE OF EXISTING COVERED TERRACE ® � va Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 94997. CREATED AS REINSPECTION FOR INSP - 94753. WRONG SCREWS NEEDS 1/4" THICK Failed cc /24/08 Beds minimum 1 1/2 intyo block Correction Needed Pl�as� Pl a �+� " lip tA Ae'p,:�f'°A ,4.e ca.�� Re- Inspection Fee �� ®� �s 4 A_,e_ dk_AA_ �t4-W 4 � 1 4V No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, September 29, 2008 Page 1 of 2 I nvoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: 305 795 -2204 Fax: 305 756 -8972 Bill To FERTILISE SALNAVE Invoice Number: RC -9-08 -32930 318 NW 111 TERR Invoice Date: September 25, 2008 MIAMI SHORES, FL 33168 -3340 Permit Number: RC -12 -07 -2524 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name Fee Type Fee Amount 09/25/2008 Reinspection Fee Fixed $75.00 Total Fees Due: $75.00 Payments Date Pay Type Check Number Amount Paid Change 10/14/2008 Credit Card $75.00 $0.00 Total Paid: $75.00 Total Due: $0.00 1 J 7 E'. n7 R: .E T �;�: _ Uli Tuesday, October 14, 2008 t@ Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL R °$ Phone: (305)795 -2204 Fax: (305)756 -8972 ...:::..:::... ................ ......... Inspection Date: 09/2412008 Inspector: Rodriguez, Jorge Permit Type: Residential Construction Inspection Type: Windows and Doors Owner: SALNAVE, FERTILISE Work Classification: Alteration Job Address: 318111 Terrace NW Miami Shores, FL 33168 -3340 Phone Number Parcel.Number 1121360010570 Project: <NONE> Block: Lot: Contractor: SCIENTIFIC CONSTRUCTION GROUP I NC Phone: (786)587 -9728 Building Department Comments ENCLOSURE OF EXISTING COVERED TERRACE OCT 0 20Q� Inspector Comments Passed a CREATED AS REINSPECTION FOR INSP- 94753. WRONG SCREWS NEEDS 1/4" THICK t � Failed �1,� �'/�, r` �1,U Z N`� Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, September 23, 2008 Page 1 of 2 e Inspection Worksheet ft Miami Shores Village :.k.' 10050 N.E. 2nd Avenue Miami Shares, FL Phone: (305)795 -2204 Fax: (305)756 -8972 # I I &l� •: «: Inspection Date: 10/09/2008 Permit Type: Residential Construction Inspector: Bruhn, Harman Inspection Type: Windows and Doors Owner: SALNAVE, FERTILISE Work Classification: Alteration Job Address: 318111 Terrace NW Miami Shores, FL 33168 -3340 Phone Number Parcel Number 1121360010570 Project: <NONE> Block: Lot: Contractor: SCIENTIFIC CONSTRUCTION GROUP I NC Phone: (786)587 -9728 Building Department Comments ENCLOSURE OF EXISTING COVERED TERRACE Inspector Comments Passed DOOR/WINDOW NEED 1/4 TAP CONS MINUMUM 1 1/2 INTO BLOCK 9111 /08 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, October 8, 2008 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: 07117/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Insulation Owner: SALNAVE, FERTILISE Work Classification: Alteration Job Address: 318111 Terrace NW Miami Shores, FL 33168 -3340 Phone Number Parcel Number 1121360010570 Project: <NONE> Block: Lot: Contractor: SCIENTIFIC CONSTRUCTION GROUP I NC Phone: (786)587 -9728 Building Department Comments ENCLOSURE OF EXISTING COVERED TERRACE Inspector Comments Passed cc Palled ed;:L.W Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, July 16, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village b 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/1712008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Framing Owner: SALNAVE, FERTILISE Work Classification: Alteration Job Address: 318111 Terrace NW Miami Shores, FL 33168 -3340 Phone Number Parcel Number 1121360010570 Project: <NONE> Block: Lot: Contractor: SCIENTIFIC CONSTRUCTION GROUP I NC Phone: (786)587 -9728 Building Department Comments ENCLOSURE OF EXISTING COVERED TERRACE '0 �� ®® Inspector Comments Passed cc I V Failed FV1 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, July 16, 2008 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 _ E Inspection Date: 07/17/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Window and Door Buck Owner: SALNAVE, FERTILISE Work Classification: Alteration Job Address: 318111 Terrace NW Miami Shores, FL 331684340 Phone Number Parcel Number 1121360010570 Project: <NONE> Block: Lot: Contractor: SCIENTIFIC CONSTRUCTION GROUP I NC Phone: (786)587 -9728 Building Department Comments ENCLOSURE OF EXISTING COVERED TERRACE Inspector Comments Passed cc Jf Failed -Z'� ,,�. Z�-� -- Correction ,�,� � �-� � rAP uu g r Needed L AAOW c�ti '� Re- Inspection � �ae �- I s u Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, July 16, 2008 Page 1 of 2 RECORDED 44121/2008 09 :26 :13 This Instrurpentp 'r v: Y RLl t�T{da CLERK. 4 CQURTr �tIAI'fI— T)A€kE Ct)UiTYrLflRIaA Name. t r' � , 4 pE `PAGE Address Permit No. Tax Folio No. STATE OF NOTICE OF COMMENCEMENT O S'7C COUNTY OF THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with -- Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) , a I V " VV 111 44% `q V. rya LL_ M i a a,n', S)n opt mss) FL 3 31( 2. General description of improvement — r-8 V vC0. CAL W Gk10S6%>-_ *_ 3. Owner Information ! � 0-ve a. Name and address: i 15 q Q' b. Interest in property: a M .ice > (� 11� t ��✓ ' � &W ) } !� O 4O VRtS y�� c. Name and address of fee simple titleholder (if other than owner): 1 4. Contractor a. Name and address: O b. Phone number oZ 15 f fj 19 i QOq T-e rrace. N1i a rni 3 W �' g ? y G ! a o � p 5. Surety 1� e+ a. Name and address: r { ��jc�IJtt� b. Amount. of bond $ c. Phone number. 6. Lender U a. Name and address: o ® b. Phone number 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as q ° provided by Section 713.13(1)(x)7., Florida Statutes: 4- a. Name and address: m b. Phone number. Z y w `D 8. In addition to himself, Owner designates the following persons) to receive a copy of the Lienoes Notice as provided In 0 " o o Section 713.13(1)(b), Florida Statutes: a. Name and address: „ v b. Phone number: iz c r 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is U. W b E specified) O m of m WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF Z a COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAP R/ PART I, SECTION 713.13, n FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT NTH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. s. . . gnature of Owner or Owns s Authorized Offh eNDirector Partner/Manager ,.i, y7 7 a d ry' 1.1��{ 1 /` 1 Y Cs u� Signatory' Title/Office I L I The foregoing instrument was acknowledged before me this �Y,Z day of Miall"Ck (year) by (name of person) as (type of authority, ...e.g. officer, trustee, attorney in fact) for _- Sc;aE+lt5�" at�ir►CVC (name of party on r r behalf of whom instrument was executed). ° _ �® LEW ANN VOHWtNKEL Signature of Notary Public – State of Florida l it MY COMMISSION # OD612851 Print, Type, or Stamp Commissioned Name of Notary Public Commission Number EXPIRES: November 07, 2010 (eo7) o�s3 FWdftNoW ySwvk*. rn Personally Known _ or Produced Identification Verification Pursuant to Section 92.525, Florida Statutes Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. VU & w4gA., �) Signature o aturai Person Signing Above J �e Inspection Worksheet Miami Shores Village ' reps 4PP w PP'. I 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ....................................................................... ............................... ....,::::::.. Inspection Date: 07/18/2008 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Rough Owner: SALNAVE, FERTILISE Work Classification: Addition /Alteration Job Address: 318111 Terrace NW Miami Shores, FL 33168 -3340 Phone Number Parcel Number 1121360010570 Project: <NONE> Block: Lot: Contractor: BULLARD ELECTRICAL INC Phone: (786)487 -9505 Building Department Comments ENCLOSURE OF TERRACE TO INCLUDE RECEPT(8) do AA-1111- z° lwy_ �w SWITCHES (3) LIGHTS (3) �,.. -� W,-,o Inspector Comments Passed (tee- alt & Zv Failed 0 Correction ✓�� Needed Re- Inspection Fee ($75) 17 �l No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, July 17, 2008 l�c'�"C� °fi.� W A4 4�� tf e47 Page 1 of 2 Inspection Worksheet bae } Miami Shores Village e L�tf9r'� 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ..: ad :.:.:. ... Inspection Date: 07/0212008 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Fill Cells Columns Owner: SALNAVE, FERTILISE Work Classification: Alteration Job Address: 318 111 Terrace NW Miami Shores, FL 33168 -3340 Phone Number Parcel Number 1121360010570 Project: <NONE> Block: Lot: Contractor: SCIENTIFIC CONSTRUCTION GROUP IN C Phone: (786)587 -9728 Building Department Comments ENCLOSURE OF EXISTING COVERED TERRACE NZ Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, July 1, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ..:::....:...:.... Inspection Date: 07/02/2008 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Tie Beam Owner: SALNAVE, FERTILISE Work Classification: Alteration Job Address: 318 111 Terrace NW Miami Shores, FL 33168 -3340 Phone Number Parcel Number 1121360010570 Project: <NONE> Block: Lot: Contractor: SCIENTIFIC CONSTRUCTION GROUP IN C Phone: (786)587 -9728 Building Department Comments ENCLOSURE OF EXISTING COVERED TERRACE C9 1401 10- Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, July 1, 2008 Page 2 of 2 r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL .......... Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 07/02/2008 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Slab Owner: SALNAVE, FERTILISE Work Classification: Alteration Job Address: 31811I Terrace NW Miami Shores, FL 33168-3340 Phone Number Parcel Number 1121360010570 Project: <NONE> Block: Lot: Contractor: SCIENTIFIC CONSTRUCTION GROUP INC Phone: (786)687-9728 Building Department Comments ENCLOSURE OF EXISTING COVERED TERRACE Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-70632. need vapor barrier and expansion joint. JMR. Failed Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid Tuesday, July 1, 2008 Page 2 of 2 `I r' e•:t =�� Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 :....:.. .:.:, ..::..:.:...Y:.YYYYY:.::.:Y•.: YY•::.Y.:.: :::.Y:.Y::.: •.:.:::::::. Y:.::.::.: :. >:: :::::.,:•::.::.Y:.::.::.:: •.: • :.::.::.::.:::.YYY:<: YYY:,.:.:.::.::. Y:.::.::. Y:. Y:::.,.. Y..::.::: Y:::..:::::..::,.;...::. >:::... ::.:.:: . :: :.... :.:...:.. :.....:.....,, . , :..::.:..:. Y: Y::: Y:<.: Y:.::.: Y>::..<:;..::>.::.::.Y:.:•YY:•:. :.:;.:::::Y:Y:::::.:Y:::.:: �••<.:<.> YY:. Y:.::. Y :: ::.:::.::.::.::.::.::.Y:.Y:.... ..:...... : ::.::...:....... I •: »: �': ' � i J�..x : : ::: ......................... :. .Y:}i•.•.: { ;::.•.wx : : : :x : :: rnY.rrrnY:.•i.•:: ..v :. y n::v. ., �. Inspection Date: 07/01/2008 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Slab Owner: SALNAVE, FERTILISE Q 1 Work Classification: Alteration Job Address: 318 111 Terrace NW Miami Shores, FL 33168 -3340 Phone Number Parcel Number 1121360010570 Project: <NONE> Block: Lot: Contractor: SCIENTIFIC CONSTRUCTION GROUP I NC Phone: (786)587 -9728 Building Department Comments ENCLOSURE OF EXISTING COVERED TERRACE Inspector Comments Passed 1A .� j r �� Failed < OA' T_60J ' ® -D? Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, June 30, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (306)766-8972 . ........... Inspection Date: 06/17/2008 Permit Type: Residential Construction Inspector: Rodriguez, Jorge JUN 19 UD Inspection Type: Insulation Owner: SALNAVE, FERTILISE Work Classification: Alteration Job Address: 31811I Terrace NW Miami Shores, FL 33168-3340 Phone Number Parcel Number 1121360010670 Project: <NONE> Block: Lot: Contractor: SCIENTIFIC CONSTRUCTION GROUP INC Phone: (786)687-9728 Building Department Comments ENCLOSURE OF EXISTING COVERED TERRACE Inspector Comments Passed Failed �._ �— Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Monday, June 16, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village :co . 4c3f +m _ :: 10050 N.E. 2nd Avenue Miami Shores, FL ��'rRK' . �f ?, Phone: (305)795 -2204 Fax: (305)756 -8972 :.;.::.:: :::::...;•:.: •::::::::.:.::.;,: : : :::::.:::.:. : .:...:..:...:... Inspection Date: 09/09/2008 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Windows and Doors Owner: SALNAVE, FERTILISE Work Classification: Alteration Job Address: 318 111 Terrace NW Miami Shores, FL 33168 -3340' Phone Number Aq ? ® ®® Parcel Number 1121360010570 Project: <NONE> Block: Lot: Contractor: SCIENTIFIC CONSTRUCTION GROUP IN C Phone: (786)587 -9728 Building Department Comments ENCLOSURE OF EXISTING COVERED TERRACE Inspector Comments Passed b V4 Failed r J 1 b, * / - V" obloalk Correction Needed Re- Inspection Fee _ -am o_m ($75) �_ v No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, September 9, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL a' Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 09/11/2008 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Windows and Doors Owner: SALNAVE, FERTILISE Work Classification: Alteration Job Address: 318111 Terrace NW Miami Shores, FL 33168 -3340 ?�� Phone Number Parcel Number 1121360010570 Project: <NONE> Block: Lot: Contractor: SCIENTIFIC CONSTRUCTION GROUP I NC Phone: (786)587 -9728 Building Department Comments ENCLOSURE OF EXISTING COVERED TERRACE Inspector Comments Passed <: E �; - C? (Z J Failed Correction Needed Re- Inspection Fee FY_Z ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, September 11, 2008 Page 1 of 2 e ` Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FIL �� Phone: (305)795 -2204 Fax: (305)756 -8972 ..: ................. .....;::::.:... ..' ti.:•: i;.• yv:.•.•.•. vvv.•..}:.}:.}:.}:.:•:•: R:•: Krfi:•:.: 4:•}:.' r.•: v:::•.:::::•: isY: isv:•:: 4::{: tiw:::::: 4:?.:::• :..i::.:::::::4:•.�:4:::::.: Inspection Date: 08/28/2008 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Rough Owner: SALNAVE, FERTILISE Work Classification: Addition /Alteration Job Address: 318 111 Terrace NW Miami Shores, FL 33168 -3340 Phone Number Parcel Number 1121360010570 Project: <NONE> Block: Lot: Contractor: BULLARD ELECTRICAL INC Phone: (786)487 -9505 Building Department Comments ENCLOSURE OF TERRACE TO INCLUDE RECEPT(8) SWITCHES (3) LIGHTS (3) Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-90097. SECURE CABLE WITHIN 5" OF BOX & EVERY 30 ". PROTECT CABLE PASSING THRU WOOD. RUN CABLES VERTICAL 4" FROM WOOD. CELING BOXES TO BE FAN RATED. PVC CANNOT BE RUN ON TOP OF GROUND Failed El PUT IN 12" UNDER OR MINIMUM OF 6" UP. MD 07/18/08 Correction Needed Re- Inspection Fee ($75) No Additional inspections can be scheduled until re- inspection fee is paid . Wednesday, August 27, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL Phone: (306)796-2204 Fax: (306)766-8972 Inspection Date: 09/03/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Insulation Owner: SALNAVE, FERTILISE Work Classification: Alteration Job Address: 318 Ill Terrace NW Miami Shores, FL 33168-3340 Phone Number Parcel Number 1121360010670 Project: <NONE> Block: Lot: Contractor: SCIENTIFIC CONSTRUCTION GROUP INC Phone: (786)687-9728 Building Department Comments ENCLOSURE OF EXISTING COVERED TERRACE Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-70643. Pending framing inspection. not ready 7/17/08 CG Failed Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Tuesday, September 2, 2008 Page 1 of 2 Inspection Worksheet ( f .... Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ....:::.:.;.:. ICI . h ma yy(. : . ij: :• i:•: : i:• i:•: i:: •ii:•:i:�i:•i$i:•: %::•:•: $:•i:•: iii:::•$$:• i::;: : :. �i::$: : %: { {:•i::::;:$;::y:•i:•i:•i:•i . .•ice Inspection Date: 09/03/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Framing Owner: SALNAVE, FERTILISE Work Classification: Alteration Job Address: 318111 Terrace NW Miami Shores, FL 33168 -3340 Phone Number Parcel Number 1121360010570 Project: <NONE> Block: Lot: Contractor: SCIENTIFIC CONSTRUCTION GROUP IN C Phone: (786)587 -9728 Building Department Comments ENCLOSURE OF EXISTING COVERED TERRACE Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-70638. Not ready. All hole in exterior walls shall be filled with cement. Pending electrical inspection. CG 7/17/08 Failed l Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, September 2, 2008 Page 2 of 2 L- - Miami Shores V illag e , Building Department 10050 N.E.2nd Avenue, Miami Shores,Vlorida 33138 Tel: (305) 795.2204 Fax: (305) 7$6.8972 BUILDING Permit No. ' Z52Z PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): uil ' g Roofing Owner's Name (Fee Simple Titleholder) 1✓tr 5G (n Gil e,' Phone # Owner's Address 312 N W t 1 "'1"ex r 1m C_ City M1 M S UY-96 State T"L_ Zip TenanbUssee Name Phone # Job Address (where the work is being done) 11S N 1r �1 11 '4 /¢ Y / r ° _ City Miami Shores Vill a County Miami -Dade j Zip 3 �$ FOLIO / PARCEL # 11.- -- a 1 3 464 bb 1-- b 5"7 0 Is Building Historically Designated YES NO Contractor's Company Name S C i t nA ; e- 1, CM s U 4 i ti 1 I. Phone # (7940 9V ""9 7 g Contractor's Address 12 5 1 N 2- — P t y r o - c.e 1 � City M_ i to m`1 State o i .dam Zip 3- ! - 7 1 3 Qualifier Name R PrP 44 - 'qeN ?_ l Phone # tZ ` Q . ° 4 - 7 Z S State Certificate or Registration No. _ -6 GrC.1 43 Certificate of Competenc No. ArchitectlEngineer's Name (if applicable) 5 a rnaVi G[yo u j� Phone # ' d 3 a 3 Value of Work For this Permit $ 00 Square / Lineatr Footage Of Work: 432 SA ET Type of Work: Addition ❑Alteration ❑New ❑ Repair/Replace El Demolition Describe Work: Submittal Fee $ Permit Fee $ �"'�` CCF $ y CO/CC Notary $ Training/Education Fee $ 0 ° Technology Fee $ I Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Ex Double Fee $ Structural Review. $ ®` Totabl Fee Now Due $ See Reverse side -4 AAY 2 T l L5 MIAMI SH VILLAGE T r 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged ` Signature - Signature k.W Owner or Agent „ Contractor The foregoing instrument was acknowledged before me this M The foregoing instrument was acknowledged before me this day of M50 .2008. by ► III Seal ne-ye day of - by , who is per n ly knownJJ me or who has produced who is rsonally known to me r who has produced As identification and who did take "an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: p +s RAHEMA GOLDING Sign: 0/ C7 Si > ®` Print: tee i Ann N&Ag i n l Print : Expires: MA.Y 24, 2019 ° 'ornuo' ° WWW�ON ARiLCO211 My Commissian Expires: [1/7 My Commission Expires: - ,k�ksk3l�k+k'k? bask+ k+ k�, kkk$ askds, k�. �. �£. �. �. sk35ska�ik>.* 3e, �. �. �# .a,.'�sta.'�s.+'��s�.t•A.�eue' akrns+ �- *M- .�.i.� -a �:�mz= APPLICATION APPIOVED, Plans Examiner Engineer Zoning (Revised 7 ` LESLI ANN VOHWINKEL = *: ;RAY COMMISSION # OD612851 EXPIRES: ,November 07, 2010 {407)398 015a FWdeNotaryService.tom PERMIT # M -;024 CONTRACTOR: kme, QI�It✓� SUBMITTAL DATE:'G RESUBMITAL DATES: ( ' "rl S ltl PROJECT TYPE: J I ��\\ /� jo/K6 ZONING FIRE X Ixt 1E,t. ! 2 j2 G fp? OK STRUCTURAL IMPACT FEES ELECTRICAL HRS /DERM PLUMBING NOC L� MECHANICAL BLDG'}- Miami Shores Village D Mama ' DEC I� X 11 / cxd Z ��`� • Buildin De Department z ool c1nTt 1 00 50 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y f __ Tel- (305) 795.2204 Fax: (305) 756.8972 o�l�l BUILDING *4 Permit NJ M — =4 PERMIT APPLICATIO Master Permit No. FBC 2004 Permit Type (circle) Building Roofing Owner's Name (Fee Simple Titleholder) FS' y_Tt l SZ GAJL E-+ Phone # 9-,Q Owner's. Address 7315a, _ US-9i 41� Mkce� City { 61t-Wi 154C9JT5 _ State E zip Tenant/Lessee Name Phone # Job Address (where the work is being done) - 3 18 N W U1 04 City Miami Shores Village County Miami -Dade Zip :F, FOLIO / PARCEL # Is Building Historically Designated YES NO _ Contractor's Company Name Phon Contractor's Address city State z Y, Qualifier Name hone State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) -j �tN I F Pho ne # Z � " q Value of Work For this Permit $ Square / Linear Footage Of Work: 5L Type of Work: Xddition fAAlteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: tit ��c So_ Bonding Company's Name (if applicable) Bonding Company's Address ` City State Zip Mortgage Lender's Name (if applicable) e 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 roust 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 Signatur e Signature Owner or Agent Contractor The fore oing i stru ent was ackno 1 ged before this � The foregoing instrument was acknowledged before me this day of 20 ()2, by ffi 1z S , me J day of .20 by ho 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 VOSM as identification and who did take an oath. OTARY PUBLIC: � 1q NOTARY PUBLIC: Sign: v o�' Sign: Print: • '�s Print: My Commission Expires: � � , My Commission Expires: teekek�. smm' a. mmss ��. s�r... o-t- ��t, t- 3- a. ��.. saa.• nd. s.o-mm.oml.m...s-m.nn.-- ---- -- sm.�.o.z.r..r..o Miami Shores Village Building Department J �� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 G Y-- - --.v- ft . _ Tel: (305) 795.2204 .Fax: (305) 756.8972 13UILDING Permit No. -- �(% . PERMIT APPLICATION Master Permit No. j e�� -7 -21 Z4- FBC 2004 Permit Type: Ele Owner's Name (Fee Simple Titleholder) / ' tf `� s,�J—,rt AAA Ph one # Owner's Address 31&- 2 p� City � State _ - / Zip c�c� l 3 f� Tenant/Lessee Name Phone # E -MALL: 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 B9k6vd C(e t [CcA T Uc Phone # _ _ i(- 'C z S® Contractor's�ddress 7 Z !9 � 1 1:e I r rce e City State fi L Zip [ Q 7 ^ Qualifier Name Vt,j� tee( � R"—• ft rcf Phone # - r (-* 4- e T State Certificate or Registration No. Certificate of Competency No. `t q4 C:. ®d QC:� t 3 E-MAIL: Arch itect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ _ ze 6o 0 Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ``❑ Repair /Replace Demolition Describe Work: ° 1-t 3 x�ex9:aFb: oYfe vY Ye it ie tY 9r xjka oY oYoYxieoY Yx x:uYd:d: 3e aY eYxYxY l`'8('$''.x otxxx�e'k�eFeY s: &xxx4c�dc a; nYaew '-YxxoYxxnYxeY *e4�nYY * &oY Seu &� Submittal Fee $ Permit Fee $ � CCF $ o CO /CC Notary $ Training /Education Fee $ 0 • Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Cod ree $ Double Fee $ Structural Review. $ Total Fee Now Due $ 1 &2 4 5 See Reverse side > �A MAY 0 8 200 � G5 CKAA- -1 8 71 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 Stale 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, FURNACE$, 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 � LL Owner or Agent Cont toe The foregoing instrument was acknowledged before me this The foregoing instrument was acknowle&ed before me this day of , 20 _, by- day of ►� , 20 IT , by —ifile who is personally known to me or who has produced who i ersonally known e or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: - E BROWN My Commission Expires: My Commission E pir s c nncobu�nsstox #DD375t48 dcx EXPMES:Marah2t.20� is eYxde dz eY dz tk �rxxtkx4e Y a4xuY 4zY atr�xx9t &fr dt aYeYsYftd:xo49tuaY 9:A.Yxda aexxde etxstxeY *iF�oYxrea x4r isxx xeYx4exnY at r'¢xeYxxnY ekx �AItY '49r /4�f1Po APPLICATION APPROVED BY: l� ,��°� �� Plans Examiner Engineer Zoning (Revised 02 /08/06) ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. PLEASE CIRCLE 0 DISCIPLINE APPLIED FOR: PERMIT # PLUMBING ELECTRICAL MECHANICAL ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TUB SWITCH OUTLETS L SPACE HEATERS RA DISHWASHER LIGHT OUTLETS �- CENTL HEATING DISPOSAL RECEPTACLES �' A/C (WIND) FLOOR DRAIN SERVICE TEMPORARY A/C (CENTRAL) GREASE TRAP SERVICE SIZE IN AMPS DUCT WORK INTERCEPTOR SERVICE REPAIR/METER CHANGE REFRIGERATION LAVATORY APPLIANCE OUTLETS PROCESS AND PRESS PIPING LAUNDRY TRAY RANGE TOP UNDERGROUND TANKS CLOTHES WASHER OVEN ABOVE GROUND TANKS SHOWER WATER HEATER U.F. PRESSURE VESSELS SINK. POT /3 COMP. MOTORS 0 -1 HP STEAM BOILERS SINK, RESIDENCE. MOTORS OVER 1 -3 HP HOT WATER BOILERS SINK, SLOP. MOTORS OVER 3 -5 HR MECHANICAL VENTILATION TEMPORARY WATER CLOSET MOTORS OVER 5-8 HP TRANSPORTING ASSEMBLIES URINAL MOTORS OVER 8 -10 HP ELEVATORS/ESCALATORS WATER CLOSET MOTORS OVER 10 -25 HP FIRE SPRINKLER.SYSTEMS INDIRECT WASTES MOTORS OVER 25 -100 HP COOLING TOWERS WATER SUPPLY TO: I I MOTORS OVER 100 HP VIOLATION A/C UNIT A/C WINDOW REINSPECT-ION FIRE SPRINKLER AIR CONDITIONERS HEATER -NEW INST. STRIP HEATER . HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPR(NKL.ER -WELL GENERATORS TRANSFORMERS SWIMMING POOL GENERATORS TRANSFORMERS WATER SERVICE SPECIAL PURPOSE SEWER CONNECTIONS OUTLETS COMMERCIAL UTILITY -SEWER ISIGN TUBES UTILITY -WATER SIGN TRANSFORMERS SEPTIC TANK SIGN TIME CLOCK RELAY FIXTURES FAINFIELD, 4" TILE /RES. ANTENNA PUMP & ABANDON SEPTIC TANK TELEVISION OUTLETS SOAKAGE PIT CU. FT. IVIOLATION CATCH BASIN REINSPECTION DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL R Phone: (306)796-2204 Fax: (306)766-8972 e*75 20A_ 0" .................. .. Inspection Date: 06/20/2008 AIN 2 5 PC Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Underground Rough Owner: SALNAVE, FERTILISE Work Classification: Addition/Alteration Job Address: 318 1 Terrace NW Miami Shores, FL 33168-3340 Phone Number Parcel Number 1121360010570 Project: <NONE> Block: Lot: Contractor: BULLARD ELECTRICAL INC Phone: (786)487-9605 Building Department Comments ENCLOSURE OF TERRACE TO INCLUDE RECEPT(8) SWITCHES (3) LIGHTS (3) Inspector Comments' Passed ®� �'�' Failed Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Thursday, June 19, 2008 Page 1 of 2 1i r s ►,�' Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000' Phone: (305)795 -2204 Expiration: 1012712 Project Address Parcel Number Applicant 318 NW 111 Terrace 1121360010570 FERTILISE SALNAVE Miami Shores, FL 33168 -3340 Block: Lot: Owner Information Address Phone Ceti FERTILISE SALNAVE 318 NW 111 TERR MIAMI SHORES FL 33168 -3340 Contractor(s) Phone Cell Phone Valuation: $ 1,0 00.00 BULLARD ELECTRICAL INC (786)487-9605 Total Sq Feet: 0 Type of Work: ELECTRICAL Available Inspections: Additional Info: TERRACE ENCLOSURE Inspection Type: Classification: Residential Meter Box Underground Rough Service Change Relocation Fire Alarm Final Alteration W. W. Fees Due Amount Total Amt Paid Amt Due CCF $0.60 Education Surcharge $0.20 $ 0.00 $ 0.00 Permit Fee - Additions/Alterations $145.00 Scanning Fee $3.00 Payment Type: Technology Fee $3.63 Total: $152.43 MAX 0 8 2008 MIAMI SHORES VILLAGE 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 April 30, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Wednesday, April 30, 2008 1 JAN 2008 Miami Shores Village Ins - ....... Building Department ` 10050 N.E. 2n Avenue, Miami Shores, Fl 33138 Tel: 305- 795 -2204 * Fax: 305- 756 -8972 ITY NOTICE TO MIAMI SHORES VILLAGE BUILDING DEPAR OF EMPLOYMENT AS SPECIAL INSPECTOR UNDE THE FLORIDA BUILDING CODE , 11 _ F Y [(We) have been retained by (name of owner /agent) 1Zrt 11,1,"" ��. �. � to perform Special Inspector services under the Florida Building Code at the project (address) Miami Shores, as of — — OP (date). I am a registered Architect or Professional Engineer licensed in the State of Florida. PERMIT NUMBER: __fD !1, — 57 Ll. Special Inspector for Reinforced Unit Masonry, FBC 2122.4 t ❑ Special Inspector for Trusses over 35 Ft. Long or 6 Ft. High, FBC 2319.17.2.4.2 ❑ Special Inspector for Steel Connections, FBC 2218.2 0 Special Inspector for Soil Compaction, FBC 1820.3.1 ❑ Special Inspector for Precast Units & Attachments, FBC 1927.12.2 ❑ Special Inspector for Pilings, FBC 1822.1.20 ❑ Special Inspector for NOTE: Please mark boxes that annly The following individuals(s) employed by this firm or me are authorized to perform inspections. 2. 3. 4. I, (we) understand that a Special Inspector Inspection log for each building must be displayed in a convenient locatiop on the site for reference by the Miami Shores Building Department Inspector. All mandatory Inspections, as required by the Florida Building Code, must be performed by Miami Shores. The building inspections must be called for all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in adrlitt°n to the mandatory Inspections performed by the Building Department. Further, upon completion of the work under each Building Permit, I will submit to the Miami Shores Building Department at the time before the final inspection the completed inspection log form and a sealed statement Indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Engineer /Architect Name Signed and Sealed Address r6 t, the m Date: `Zs� C6 Phone No. —9 ? — QL itS Florida License No: a ey2, DEPARTMENT OF HOMELAND SECURITY ELEVATION CE I� OMB No. 1660 -0008 .:deral Emergency Management Agency /� �? Expires February 28, 2009 F National Flood Insurance Program t. _,,qad the instructs OIJUA 9- logo L 4- 0007952 -4 u S ON A - PROPERTY I MATION U�, Fox )tlsuina Cvmpilray Al. Building Owner's Name � -_ -- f�kill�pi�tamber FERTILISE SALNAVE A2. Building Street Address (includi t., ',S ' d VBI N o.) or P.O. Route and Box No. Corn any A1C Number 318 NW 111 TERR City State ZIP Code MIAMI SHORES FL 33168 A3. Property Description (Lot and B c u Parcel ` tuber, Legal Description, etc.) Folio#: 1121360010570 Lot 9, Block 3, of NEW MIAMI SHORES ESTATES, according to the plat thereof as recorded in Plat Book 51, Page 80, of the public records of MIAMI -DADE county, Florida. A4. Building Use (e.g. Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude /Longitude: Lat. 25 52' 38.84" Long. 80 12 13.60 Horizontal Datum: nNAD 1927 ONAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) N/A sq ft a) Square footage of attached garage 22 0.00 sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade N/A walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State MIAMI SHORES 120652 1 MIAMI - DADE PI!•• B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood 99. Flood E evation(s) ( oqe' Date Effective /Revised Date Zone(s) • • O A 0, us,p141tood depth) • • 1202500090 J 07/17/1995 03/02/1994 X ••i•• • N/A •••••• 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. • • • • • • • �..,.; nFIS Profile QFIRM Community Determined nOther (Describe): • • • • • Bl l . Indicate the elevation datum used for BFE in Item 139: QX NGVD 1929 E]NAVD 1988 Other (Desc" • • • • B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? • •n4s 60 OW10 00000* Designation Date: E] CBRS EI OPA • • • • • • • • SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIREDl • W.W 060 • Cl. Building elevations are based on: Construction Drawings* Building Under Construction* • ©F ;shed VMb thiction � • • • •: *A new Elevation Certificate will be required when construction of the building is complete. • • • C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item AT Benchmark Utilized BM 3110 Vertical Datum NGVD 1929 Conversion/Comments N/A Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 11.93 0feet nmeters (Puerto Rico only) b) Top of the next higher floor N/A ❑X feet nmeters (Puerto Rica only) c) Bottom of the lowest horizontal structural member (V zones only) N/A FX feet nmeters (Puerto Rico only) d) Attached garage (top of slab) 11.33 QX feet nmeters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 11.53 ❑X feet Mmeters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 11.18 ❑X feet n meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 11.30 ❑X feet Ometers (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. #643,77 01 J 4 7 / 2 0 0 8 %M Check here if comments are provided on back of form. >, Certifier's Name R IBARRA License Number 6437 Title PROFESSIONAL LAND SURVEYOR Company Name NOVA SURVEYORS, INC. oas� A Address City State ZIP Code r ,�' r aic 5582 N.W. 7TH STRE SUITE 202 MIAMI FL 33126 Signature 9 Date Telephone 01/07/2008 (305) 264 -2660 FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. 4- 0007952 -4 Pompany Building Street Address (including Apt., Unit, Suite and /or Bldg. No.) or P.O. Route and Box No. 7oiiCy- fifumber 318 NW 111 TERR City State ZIP Code tibinp>iy NAIL Cumtir MIAMI SHORES FL 33168. SECTION D - ,SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Section C 2(e) l o w est elevation machinery is the A/C pad. Signature Date 01/07/2008 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grate (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is feet n meters n above or Flbelow the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is feet meters Flabove or nbelow the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is Ofeet Flmeters F1 above or FIbelow the HAG. E3. Attached garage (top of slab) is feet meters above or below the HAG. E4. Top of platforrp pf wachinery and /or equipment servicing the building is feet meters naboveor below the HAG. E5.,FpY Zone AO Ono flood Ole pth cumber is available, is the top of the bottom floor elevated in accordance with the community's floodpiain management �oidinance? M9 [J4 Yes: [J Unknown. The local official must certify this information in Section G. • SEQ90M.F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION Thd S&pe owner.or owner's aujMh2 ftrepresentative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zgpg,%Q must Agri bwe. The stelefnents in Sections A, B, and E are correct to the best of my knowledge. Prop�r�y� nor s.or.Owner s Aut'hojiZRepresentative's Name 0 00 F I�7�ILISE SALNAVE A d a:: s •'318 W * 1`1% TERR • city MIAMI SHORES State FL ZIP Code 33168 ST1941 rg; • • • 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 floodpiain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. The following information (items G4 -G9) is provided for community floodpiain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: []New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: nfeet nmeters (PR) Datum: G9. BFE or (in ZONE AO) depth of flooding at the building site: feet EJmeters (PR) Datum: Local Official's Name Title Community Name Telephone Signature Date Comments E] Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions Building Photographs 4- 0007952 -4 See Instructions for Item A6. Building Street Address (including Apt., Unit, Suite and /or Bldg. No.) or P.O. Route and Box No. Policy Nymber 318 NW 111 TERR City State ZIP Code Cornoany NAIL Nurnber MIAMI SHORES FL 33168 r, '` sX w pt^ { ax 4 C Soso ••• •• •••• ••• • • T... •••• Front View Date of Photograph: 01 /D7/2008 • • • • • • • • •• • k Rear View Date of Photograph: 01/0712008 z Building Photographs 4- 0007952 -4 Continuation Page For Insuranc t ,f p t+y Use: Building Street Address (including Apt., Unit, Suite and /or Bldg. No.) or P.O. Route and Box No. Palicy Number 318 NW 111 TERR City State ZIP Code Company NAIC Number MIAMI SHORES FL 33168 • •• • ••• • d0112 11: • • ti$ • • Pp '` • 0000 0004 0* Left Side View Date of Photograph: 01/,07/2008 •. • • • • . . .. ••• .. 00 0 •. • v Right Side View Date of Photograph: 01/07/2008 •. � 57 �� `✓ .' o ° ' �� 1/1712008 WIND02 v2 -21 BYa Detailed Wind Load Design (Method 2) per ASCE 7 -02 Analysis by: S. FARDIN Company Name: SAMABI GROUP Description: SALNAVE ENCLOSURE User Input Data Calculated Parameters Structure Type Building Importance Factor 1 Basic Wind Speed (V) 146 mph Hurricane Prone Region (V >900 mph) Struc Category (1, II, III, or IV 11 Table 6 -2 Values Exposure (B, C, or D) C Alpha 1 9.500 Struc Nat Frequency (n1) 1 Hi zg 1 900.000 Slope of Roof 0.3 :12 Slope of Roof (Theta) 1.2 Deg Type of Roof Monoslope Kd (Diredonality Factor) 0.85 Eave Height (Eht) 10.00 ft Ridge Height (RHt) 10.50 ft Mean Roof Height (Ht) 10.25 ft W idth Perp. To Wind Dir (B) 24.00 ft At = 0.105 W idth Paral. To Wind Dir L 18.25 ft Bt = 1.000 Bm = 0.650 Calculated Parameters Cc= 0.200 Type of Structure I = 500.00 ft Height/Least Horizontal Dim 0.56 Epsilon = 0.200 Flexible Structure No min = 15.00 ft Gust Factor Cate o .1: Rigid Structures - S m ified Methad Gust1 I For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.85 Gust Factor Cate ory.11:. Rig Structures Complete Analysis m Zmin 15.00 ft I3(CLm Cc * (33lz) "0.167 0.2281 zm 1 *(zm/33) ^Epsilon 427.06 ft (1/(1 +0.63 *((B +Ht) /Lzm)"0.63))"0.5 0.9413 ust2 0.925* 1 +1.7 *lzm / 1 *3.4 *Q +1.7 *3.4 *Izm 0.8 941 1 Gust Factor Summary G ISince this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.85 Fin 6-5 Internal Pressure Coefficients for Bui ldinus , Gcpl Conditlon Gc 1 Max + Max- Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 •" "' ' CI d�uildin s 0.18 -0.18 • • • ` E c idin 0.18 -0.18 s Inc. Copfrright 2006 SAMABI GROUP Pang No. 1 of 4 1/17/2008 WIND02 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7-02 6.5.12.2.1 Deslan Wind Pressure - Buildings of All Hel ahts Elev Kz Kzt qz Pressure Ib/ft ^2 Windward Wall* Leeward Wall Total Shear gft-ft) ft ib/ft"2 +GC I -GCpi +GCpi -GCpl + /-Gcpl (Kip) 15 0.85 1.00 39.37 19.69 33.86 -23.82 -9.65 43.51 15.66 Note: 1) Positive forces act toward the face and Negative forces act away from the face. Figure 6-6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems Method 2) The B h Y .] z L L Variable Formula value Units Kh 2.01 *(15 /zg)"(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256*(V) "2 *1 *Kh *Kht*Kd 39.37 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256 VA2*l *KhceKhrKd 39.37 Wall Pressure Coefficients, C S urface C Windward Wall See Figure 6.5.12.2.1 for Pressures 0.8 Roof Pressure Coefficients, C Roof Areas . ft.) - Reduction Factor 1.00 alculations for Wind Normal to 24 ft F=ace ` Cp Pressure (psf) A dditional Runs may be regV for other wind directions +GCpi -GCpi Leeward Walls (Wind Dir Normal to 24 ft wall) -0.50 -23.82 -9.65 Leeward Walls (Wind Dir Normal to 18.25 ft wall) -0.44 -21.71 7.54 Side Walls -0.70 - 30„52. •11.8; ; ; ;" ' • • Overhang Bottom (Applicable on Windward only) 0.80 26.72 !2j.71 ;'.:• •• Roof - Wind Normal to Ride Theta <10 for Wind Normal to 24 # fa • ' :.' : • • • • • Dist from Windward Edge: 0 ft to 20.5 ft - Max Cp -0.18 -13.11 1.06 Dist from Windward Edge: 0 ft to 5.125 ft - Min Cp -0.95 -38.86 -24.68 • • Dist from Windward Edge: 5.125 ft to 10.25 ft - Min C -0.88 -a8';' -2& • • Dist from Windward Edge: 10.25 ft to 20.5 ft - Min C -0.52 34$5 : 40, : �: • � • Roof - Wind Parallel to Ride All Theta - for Wind Normal to 18-2Vft Ike ' . ....... ..... Devolved b Mom Enterprises, I nc. copyright 200 SAMABI GROUP • ; : :': : • ige �. 2 of 4 1/17/2008 WIND02 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Dist from Windward Edge: 0 ft to 20.5 ft - Max Cp -0.18 -13.11 1.06 Dist from Windward Edge: 0 ft to 5.125 ft - Min Cp -0.84 -35.26 -21.08 Dist from Windward Edge: 5.125 ft to 10.25 ft - Min C -0.90 -37.21 -23.03 Dist from Windward Edge: 10.25 ft to 20.5 ft - Min Cp -0.50 -23.82 -9.65 Dist from Windward Edge: > 20.5 ft -0.30 -17.13 -2.95 * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft Kh = 2.01 *(15 /zg)^(2/Alpha) = 0.85 Kht = Topographic factor (Fig 6 -2) = 1.00 Oh = 0.00256 *(1 /) "2 *lmpFaeKh *Kht *Kd - 39.37 Theta = Angle of Roof = 1.2 Deg e 8 4 8 r� 3 / 3 \� 11) a c (D cow QM= Transverse Direcfion Longitudinal Direct TorsfiqmigR Load Owes Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpi qh Min P Max P s s 1 0.40 0.18 -0.18 39.37 8.66 22.84 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 [E 3 -0.37 0.18 -0.18 39.37 -21.66 -7.48 4 -0.29 0.18 -0.18 39.37 -18.51 -4.33 5 -0.45 0.18 -0.18 39.37 -24.81 -10.63 WE _ -0.45 0.18 -0.18 39.37 -24.81 -10.63 0.61 0.18 -0.18 39.37 16.93 31.11 1)T • I . (># 8 -0.18 39.37 -49.22 -35.04 .0 T • 8 -0.18 39.37 -27.96 -13.78 -8.4 8 -0.18 39.37 -24.02 -9.84 * p = qh * (GCpf - GCpi) •� • Fiq�ure:64 � External Pressure Coefficients, GCD • • '•' • �QadS oi•Com$onents and Cladding for Buildings w/ Ht <= 60 ft Deveio&d I* Nje j E*9erpr is!, fro. Cop right 2006 SAMABI GROUP Page No. 3 of 4 1/17/2008 WIND02 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7-02 I. 2 ► k-N r 2' 3 T 2a 4a; ---- - - - - -- 3 r r r r r ' 2 r r r r 2. Thetas r r � r r � ' r Ht r � r r r 3 "---- - - - - -- � 2 ' 3 � -bl I a W Note: The image shows a Gabled roof, but Fi 6 -11 also applies to some monos lope cases a = 1.825 = => 3.00 ft Doubl Cli on ny d ata a t fy line to receive a help Screen Component Width span Area Zone GCP Nind Press (ib /ft" (ft) (ft) (ft" 2) Max Min Max Min -A 3 4.2 12.60 4 0.88 7.97 41.90 -45.44 W -B 3 4.2 12.60 4 0.88 -0.97 41.90 -45.44 W -C 3 4.2 12.60 4 0.88 -0.97 41.90 -45.44 -D 3 4.2 12.60 4 0.88 -0.97 41.90 -45.44 D -1 3 6.7 20.10 4 0.85 -0.94 40.63 -44.17 0.00 0.00 0.00 1 1 j Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 SAMABI GROUP • ; : `� i • P.Ve Ito. 4 of 4 FORM 60OA -2004R EnergyGaugeO 4.6.2 FLORIDA ENERGY EFFICIENCY CO B AVM LhI FOR BUILDING CONSTRUCTION mr� . Florid munity Affairs e I tial ui in rformance Method A Project I I�0 1 ce Enc r Builder. JjN Address ( rrace Permitting Office: Miami City, St te, i li,` °L Permit Number. 6q - Z Owner :' al : ave � Jurisdiction Number 232600 / :.C,Uxnate o • LLJ • .1. New construction or 4*;V * Addition — 12. Cooling systems a • • Single�am er multi �nij�' • Single family _ a. Central Unit/Split Cap: 9.8 kBtu/hr — 3 • • Numbemf units, if mtlhi- fft'fy 1 _ SEER: 13.00, Unducted — • .4 • •Numbertyf Peomms • • • • • • 0 _ b. N/A — • 5. :Is this a tvorstt Lase? • • • • No — • •. — • 6. •Condition1d floor areal"* • • 438 ftz — c. N/A — • 0 1 0 • *Glass 40 4 ana area: (JI&I • read. by 13- 104.4.5 if not default) _ • • a. U- factor • * * • : Description Area 13. Heating systems • • (or Singleordaouble DEFAULT) 7a(Sngle Default) 50.0 ftz _ a. Electric Strip Cap: 9.8 kBtu/hr — b. SHGC: • • COP: 1.00, Unducted T , (or Clear or Tint DEFAULT) 7b. (Tint) 50.0 ftz b. NIA — 8. Floor types .— a. Slab -On -Grade Edge Insulation R=0.0, 85.0(p) ft — c. N/A — b. N/A — — c. N/A — 14. Hot water systems 9. Wall types a. N/A _ a. Concrete, Int Insul, Adjacent R=5.0,338.0 ftz b. Concrete, Int Insul, Exterior R=5.0,268.0 ftz _ b. N/A _ c. N/A d. N/A _ c. Conservation credits — e. N/A — (HR -Heat recovery, Solar 10. Ceiling types — DHP- Dedicated heat pump) a. Under Attic R=19.0,438.0 ftz 15. HVAC credits b. N/A — (CF- Ceiling fan, CV -Cross ventilation, c. N/A _ BF-Whole house fan, 11. Ducts — PT- Programmable Thermostat, a. N/A MZ- C- Multizone doling, b. N/A — MZ- H- Multizone heating) Glass /Floor Area: 0.11 Total as -built points: 3565 �� Total base points: 3961 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 Code. calculation indicates compliance PREPARED BY: with the Florida Energy Code. m a Before construction is completed DATE 1 >2 - 55OL this building will be inspected for I hereby certify that this building, as designed, is in compliance compliance with Section 553.908* with the Florida Energy Code. Florida Statutes. OWNER/AGENT: �-� .�—� BUILDING OFFICIALV DATE: 12 -2 t -c7n DATE: O 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 4. EnergyGauge® (Version: FLRCPB v4.5.2) FORM 60OA -2004R EnergyGauge® 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 318 NW 111 Terrace, Miami, FL, PERMIT #: .. BASE AS -BUILT �IQ X Cooditibned X BSPM = Points Overhang • Floor Area 0 0 •: • • 0 Type /SC Omt Len Hgt Area X SPM X SOF =Points Oka so • ; •1440 :..:.V.63 2407.0 1.Single, Tint S 2.0 6.0 25.0 55.34 0.79 1099.0 • • 2.Single, Tint E 2.0 6.0 25.0 65.40 0.86 1401.0 • ... • .. . • • AS -Built Total: 50.0 2500.0 . ..•• L Tf PEe3 • Aroa�X• $SPM Points Type R -Value Area X SPM Points .WAL % = = Adjacent ' : 0 0 : 338.0 1.00 338.0 1. Concrete, Int Insul, Adjacent 5.0 338.0 1.10 371.8 Exterior 268.0 2.70 723.6 2. Concrete, Int Insul, Exterior 5.0 268.0 2.00 536.0 Base Total: 606.0 1061.6 As -Built Total: 606.0 907.8 DOOR TYPES Area X BSPM = Paints Type Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Insulated 20.0 6.40 128.0 Exterior 20.0 6.40 128.0 Base Total: 20.0 128.0 As -Built Total: 20.0 128.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 438.0 2.80 1226.4 1. Under Attic 19.0 438.0 3.72 X 1.00 1629.4 Base Total: 438.0 1226.4 As -Built Total: 438.0 1629.4 FLOOR TYPES Area X BSPM = Points Type R - Value Area X SPM = Points Slab 85.0(p) -20.0 - 1700.0 1. Slab -On -Grade Edge Insulation 0.0 85.0(p) -20.00 - 1700.0 Raised 0.0 0.00 0.0 Base Total: - 1700.0 As -Built Total: 85.0 - 1700.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 438.0 18.79 8230.0 438.0 18.79 8230.0 Summer Base Points: 11353.0 Summer As -Built Points: 11695.2 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 9800btuh ,SEERIEFF(13.0) Ducts: None 11695 1.00 (1.00 x 1.000 x 1.00) 0.260 1.000 3040.7 11353.0 0.3250 3689.7 11695.2 1.00 1.000 0.260 1.000 3040.7 EnergyGauge"m DCA Form 60OA -2004R EnergyGauge®tFiaRES'2004R FLRCPB v4.5.2 FORM 60OA -2004R EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 318 NW 111 Terrace, Miami, FL, PERMIT #: BASE AS -BUILT GLASS TYPES • ... .° •: .18 X Conditioned X BWPM = Points Overhang "" "• •• Floor Area Type/SC Omt Len Hgt Ares, K.%PM X VElOF = Poi . n .18 438.0 3.60 284.0 1.Single, Tint S 2.0 6.0 2 .0�' • 4.79' 1.05 V6. . .d. • 2.Single, Tint E 2.0 6.0 X . 5.05• .1.03, irm:. .... .. . .a 90M4s. s. . As -Built Total: 5P.a; • . X55.0 ' WALL TYPES Area X BWPM = Points Type R -Value :Are%•X WPM Points' Adjacent 338.0 0.50 169.0 1. Concrete, Int Insul, Adjacent 5.0 338.0 010 • 135.2 Exterior 268. 0.60 160.8 2. Concrete, Int Insul, Exterior 5.0 268.0 0.90 241.2 Base Total: 606.0 329.8 As -Built Total: 606.0 376.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Insulated 20.0 1.80 36.0 Exterior 20.0 1.80 36.0 Base Total: 20.0 36.0 As -Bul t Total: 20.0 36.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 438.0 0.10 43.8 1. Under Attic 19.0 438.0 0.14 X 1.00 61.3 Base Total: 438.0 43.8 As - Built Total: 438.0 61.3 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 85.0(p) -2.1 -178.5 1. Slab -On -Grade Edge Insulation 0.0 85.0(p) -2.10 -178.5 Raised 0.0 0.00 0.0 Base Total: -178.6 As-Buitt Total: 85.0 - 178.5 INFILTRATION Area XBWPM = Points Area X WPM = Points 438. -0.06 -26.3 438.0 -0.06 -26.3 Winter Base Points: 488.8 Winter As -Built Points: 523.9 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 9800 btuh ,EFF(1.0) Ducts: (done 523.9 1.000 (1.00 x 1.000 x 1.00) 1.000 1.000 523.9 488.8 0.5540 270.8 523.9 1.00 1.000 1.000 1.000 523.9 EnergyGauge'M DCA Form 60OA -2004R EnergyGauge®/FlaRES'2004R FLRCPB v4.5.2 FORM 60OA -2004R EnergyOauge® 4.5.2 WATER HEATING & CODE COMPLIANCE. STATUS Residential Whole Building Performance Method A - Details ADDRESS: 318 NW 111 Terrace, Miami, FL, PERMIT #: •• BASE AS -BUILT %i`fATER WEMING • •; •Ntamber 8f" ILlu� X Rrvr = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedroomg • • • • Volume Bedrooms Ratio Multiplier • • • • 0 • • "f/3 b 2o 0.0 0 1.00 2273.00 1.00 6819.0 • •••• • • '• '•� 0000• AS - Built Total: 0 . 0 • • • •i�..w •• . ••••s• • 0"' • • CODE COMPLIANCE STATUS • • BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 3690 271 0 3961 3041 524 0 3565 PAoo 1 !1 la s a WE EnergyGaugeTm DCA Form 60OA -2004R EnergyGauge@/F1aRES'2004R FLRCPB v4.5.2 FORM 60OA -2004R EnergyGauge® 4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 318 NW 111 Terrace, Miami, FL, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /s .ft. window area .5 cfmt .ft. door area •+ • • «« 41 • •e•n•y• Exterior &Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors &'framds, surroudulingwV II; • • foundation & wall sole or sill plate; joints between exterior wall:pangls %t comer%'ff +ty • •+� • • penetrations; between wail * � panels & top/bottom plates; betwe� � w a ds and floor. ' • EXCEPTION: Frame walls where a continuous infiltration barr�ei • i talied 4 ds • ••• • from, and is sealed to, the foundation to the top plate. 0 • Floors 606.1.ABC.1.2.2 Penetrationstopenings >1 18" sealed unless backed by truss o1'jpjr{tg%mbers,',,, • e • ` EXCEPTION: Frame floors where a continuous infiltration basieGiaAstalled that is sealed 4 ✓ +� to the perimeter, penetrations and seams. • • •:. • • Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top Near, around shafts, chases, r � soffits, chimneys, cabinets sealed to continuous air barrier; glkps ingyp boartl &,t.V ' Rlate;,�, • attic access. EXCEPTION: Frame ceilings where a continuous infiltration bathier is+ installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space tested. �c Multi-stoy Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, J have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK 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. µ A 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 efficient of 78 %. Rik Shower heads 612.1 Water flow must be restricted to no more than 2.5 allons r minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, seated, insulated, and installed in accordance with the criteria of Section 610. / Ducts in unconditioned attics: R-6 min. insulation. V WAC 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 EnergyGauget/FlaRES`2004R FLRCPB v4.5.2 BUILDING INPUT SUMMARY REPORT Title: Sainave Terrace Enclosure Family Type: Single Address Type: Street Address �— Owner: Fertilise Sainave New/Existing: Addition Lot #: N/A V # of Units: 1 Bedrooms: 0 Subdivision: N/A W O 0 Builder Name: (blank) Conditioned Area: 438 Piatbook: N/A Climate: South Total Stories: 1 Street: 318 NW 111 Terrace lz n, Permit Office: Miami Worst Case: No County: 33168 Jurisdiction #- (blank) Rotate Angle: (blank) City, St, Zip: Miami, FL, (/� # loow4ype • • • R Val AreaMertmeter Units # Door Type Orientation Area Units •(�(�] 1 SI �ts•(lrt3r�da Edge Ihsu 0.0 85.0(p) ft 1 IZ 1 Insulated Exterior 20.0 fta 1 • .fit►••• • • 0 VV •• ` 0 flu • • �• # C�tOng R Val Area Base Area Units 0 # System Type Efficiency Capacity ' 1 Und we « • 18.0 438.0 fta 438.0 fta 1 Z 1 Central Unit/Spiit,Unducted SEER: 13.00 8.8 kBtulhr • J • •'II•••• J ' • 0 • �.. .. ...... 0 V Credit Muitipite Non@ •' ; "6.0338.0 V Credit (Multipliers: None • # Walt Type • Area Units # System Type Efficiency Capacity N 1 Concrete Block - int insut 1 Z 1 Electric Strip,Unducted COP:.1.00 8.8 kBtuthr .1 2 Concrete Black - knt Insul 1 H J Q Credit Multipliers: rnNone p,� a wtp " Le g # Panes Tint Ornt Area OH Length OH Hght Un # L�at Lecatl °n Locatt R Gn 1 Single Tint S 12.5 ft' 2.0 ft 8.0 ft 2 2 Single Tint E 12.5 f? 2.0 ft 8.0 ft 2 V 0 Credit Multipliers: None # System Type EF Cap. Conservation Type Con. EF W N # Use Default? Annual Operating Cost Electric Rate 3 1 Yes WA N/A 0 LL 0 Z Rater Name: CodeOnlyPro Class #: 3 Pool Size: 0 I v- Rater Certification #: CodeOnlyPro Duct Leakage Type: N/A Pump Size: 0.00 hp Area Under Fluorescent: 0.0 Visible Duct Disconnects: NIA Dryer Type: Electric Area Under Incandescent: 438.0 Leak Free Duct System Proposed: No Stove Type: Electric NOTE: Not all Rating Into shown 14RVIERV System Present ?: No Avg Cell Hgt: EnergyGauge® (Version: FLRCPB v4.5.2) Residential System Sizing Calculation . Summary Fertilise Salnave Project Title: Code Only 318 NW 111 Terrace Salnave Terrace Enclosure Professional Version Miami, FL Climate: South 12/18/2007 Locatigig for weather data: Miami - Defaults: Latitude(25) Altitude(11 ft.) Temp Range(L) • umi • data: InieftsRH 50% Outdoor wet bulb 77F Humidity difference 58 r. • •' ' a"S temperature 50 F Summer design temperature 90 F 0000 Winter wtpoint ; . : 70 F Summer setpoint 75 F • • Winter tern eraturc dfferbnce - 20 F Summer temperature difference 15 F •: • otal hut load, caic lation 6023 Btuh Total coolina load calculation 6168 Btuh • • '3ubmitt�d heating c.�g pity % of talc Btuh Submitted cooling capacity % of Cale Btuh • •' • Total (lai�ecsgg Stripj,, 162.7 9800 Sensible (SHR = 0.75) 139.7 7350 :...: Latent 270.3 2450 • 0:0 • 0000.. Total 158.9 9800 . 0 0 . .. • . 00 . 0000.. •00000 0 • • • WINTER CALCULATIONS Winter Heating Load for 438 Load component Load D"r) bromauwsea,�> Window total 50 sqft 1270 Btuh Wall total 606 sqft 1551 Btuh Door total 20 sqft 140 Btuh Ceiling total 438 sqft 429 Btuh cefflng%7%) Floor total 85 sqft 2006 Btuh Infiltration 24 cfm 527 Btuh Duct loss 0 Btuh Subtotal 6023 Btuh Ventilation 0 cfm 0 Btuh eveeaars�a TOTAL HEAT LOSS - 6023 Stuh SUMMER CALCULATIONS Summer Cooling Load for 438 sqft Load comDonent Load Window total 50 sqft 2039 Btuh Wail total 606 sqft 1396 Btuh Door total 20 sqft 210 Btuh Uftnt mce:„eu� Ceiling total 438 sqft 945 Btuh mtGemaM, Floor total 0 Btuh Infiltration 13 cfm 212 Btuh WhWo s`33%' Internal gain 460 Btuh I,f "25'' Duct gain 0 Btuh Sens. Ventilation 0 cfrn 0 Btuh Dmr'0%) Total sensible gain 5261 Btuh Latent gain(ducts) 0 Btuh Latent gain(infiltration) 507 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemaVoccupants/other) 400 Btuh Total latent gain 807 Btuh TOTAL HEAT GAIN 6168 Stuh EnergyGauge® Syste ' Sizing Version 8 PREPARED BY: �; For Florida residences only DATE: 2r t--on nM&J%,ft F -O&O04 t EISE3 EnergyGauge® FLRCPB v4.5.2 System Sizing Calculations - Winter Residential Load - Whole House Component Details Fertilise Salnave Project Title: Code Only 318 NW 111 Terrace Salnave Terrace Enclosure Professional Version Miami, FL Climate: South Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F 12/18/2007 • • • ompo tk koads for Wtwle House 000000 a ,. • . • • Wind6w Pa' NMN GC /Frame /U Orientation Areas X HTM= Load • : 00 a.... 1, �no, 1.27 S 25.0 25.4 635 Btuh • • 2� • • 1, finj,�Metal, 1.27 E 25.0 25.4 635 Btuh W ' Total 50 s ft 1270 Btuh .. : Wallf Type.... R -Value Area X HTM= Load • • • • • 1.. Coa&te•Blk, - Adj(0.14) 5.0 338 2.7 921 Btuh •• 2. '.: Comcrete Blk, - Ext(0.14) 5.0 268 2.7 730 Btuh • Walhfotgl 606 1651 Btuh Doors Type Area X HTM= Load 1 Insulated - Exterior 20 7.0 140 Btuh Door Total 20 14013tuh Ceilings Type /Color /Surface R -Value Area X HTM= Load 1 Vented Attic/L/Memb 19.0 438 1.0 429 Btuh Cellinq Total 438 42913tuh Floors Type R -Value Size X HTM= Load 1 Slab On Grade 0 85.0 ft(p) 23.6 2006 Btuh Floor Total 85 2006 Btuh Envelope Subtotal: 5497 Btuh Infiltration Type ACH X Volume(cuft) walls(sgft) CFM= Natural 0.41 3504 606 23.9 527 Btuh Ductload (DLM of 0.000) 0 Btuh All Zones Sensible Subtotal All Zones 6023 Btuh HOLE HOUSE TOTALS Subtotal Sensible 6023 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 6023 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Fertilise Sainave Project Title: Code Only 318 NW 111 Terrace Sainave Terrace Enclosure Professional Version Miami, FL Climate: South 12/18/2007 .r EgUIPMEN7 �rsr «� •. � e+...� r • • r • ••�• •rrrr• • • 1. Electric Strip •• .9800 BtWh • •i'• r• • : Window g g « { *« • * r Key: • y types (SHGC - Shadin efficient of lass as SHGC numerical value or as clear or tint) � • • • • • r (Frame types - metal, wood or insulated metal) • • • •`" r • (U - Window U- Factor or'DEF' for default) •+ + • r . r . • (HTM - ManualJ Heat Transfer Multiplier) , Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types) A • 0,0 • « version 8 + For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 2 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Fertilise Salnave Project Title: Code Only 318 NW I11 Terrace Salnave Terrace Enclosure Professional Version Miami, FL Climate: South Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F 12118/2007 • • • ompcjil+ent -.cads tar Z'bne #1: Family Room Wind6w Pa es GC /Frame /U Orientation Area s ft X HTM= Load 6:06 ' .1. • • • • 1, • ill, Metal, 1.27 S 25.0 25.4 635 Btuh .•'. ' 2` 1, QptPetal, 1.27 E 25.0 25.4 635 Btuh "' ' • • a Wih&gTotal 50 s ft 1270 Btuh • • • • Wailg Type.... R -Value Area X HTM = Load • �, 1.. CoRdste•Blk, - Adj(0.14) 5.0 338 2.7 921 Btuh •. 2. '.: "crpte.Bik, - Ext(0.14) 5.0 268 2.7 730 Btuh 6:04 .. WalleTotal 606 1651 Btuh Doors Type Area X HTM= Load 1 Insulated - Exterior 20 7.0 140 Btuh Door Total 20 1406tuh Ceilings Type /Color /Surface R -Value Area X HTM= Load 1 Vented Attic /L/Memb 19.0 438 1.0 429 Btuh Ceiling Total 438 429Btuh Floors Type R -Value Size X HTM= Load 1 Slab On Grade 0 85.0 ft(p) 23.6 2006 Btuh Floor Total 85 2006 Btuh Zone Envelope Subtotal: 5497 Btuh Infiltration Type ACH X Volume(cuft) walls(sgft) CFM= Natural 0.41 3504 606 23.9 527 Btuh Ductload Supply(R7.3596E20 -), Retum(R6.1678E22 -) (DLM of 0.000) 0 Btuh Zone #1 Sensible Zone Subtotal 6023 Btuh �H OILE HOUSE TOTALS _71 Subtotal Sensible 6023 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 6023 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Fertilise Salnave Project Title: Code Only 318 NW 111 Terrace Salnave Terrace Enclosure Professional Version Miami, FL Climate: South 12/18/2007 EQUIPMENT ••• ••.� �••••• • 1. Electric Strip •. 11 11h •• Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) "' • .' • • • (Frame types - metal, wood or Insulated metal) • • • • • • • • • • • (U - Window U- Factor or'DEF' for default) �+ • * W �� • • • • • • (HTM - ManualJ Heat Transfer Multiplier) • • • • Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types) • M Version 8 • For Florida residences only EnergyGauge® FLRCPS v4.5.2 Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details Fertilise Salnave Project Title: Code Only 318 NW 111 Terrace Salnave Terrace Enclosure Professional Version Miami, FL Climate: South Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F 12/18/2007 Fomifodent, Loads fopyihole House .... • • • ; 1�/pe* Overhang Window Area(sqft) HTM Load • Window Pn1SHGM/1`hM/ExSh/IS Omt Len HM Gross Shaded Unshaded Shaded Unshaded •:... • 1 'M Tint, 1,V, JAM, N.N S 2ft. 6ft. 25.0 25.0 0.0 25 27 626 Btuh ..... 2 . lit Tint, 1#", 9", N,N E 2ft. 6ft. 25.0 0.0 25.0 25 57 1413 Btuh •• Windo •l"ML 50 (sqft) 2039 Btuh . Walls 'Pype "" R- Value /U -Value Area(sqft) HTM Load • • 1 ' Concrete t;llc�'A 5.0/0.14 338.0 2.0 691 Stuh • • • • 2 • • • CpncreteoM9 5.0/0.14 268.0 2.6 705 Btuh Wall TdIaV o o 606 (sqft) 1396 Btuh • :• ••Door$.. 4pe 0 Area (sqft) HTM Load 1 ' Insulated - Exterior 20.0 10.5 210 Btuh Door Total 20 (sqft) 210 Btuh Ceilings Type /Color /Surface R -Value Area(sqft) HTM Load 1 Vented Attic/Light/Membrane 19.0 438.0 2.2 945 Btuh Ceiling Total 438 (sqft) 945 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 85 NO) 0.0 0 Btuh Floor Total 85.0 (sqft) 0 Stuh Envelope Subtotal: 4589 Btuh Infiltration Type ACH Volume(cuft) wall area(sqft) CFM= Load SensibleNatural 0.22 3504 606 23.9 212 Btuh Internal Occupants Btuh/occupant Appliance Load g ain 2 X 230 + 0 460 Btuh Sensible Envelope Load: 5261 Btuh Duct load (DGM of 0.000) 0 Btuh Sensible Load All Zones 6261 Btuh i EnergyGauge® FLRCPB v4.5.2 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Fertilise Salnave Project Title: Code Only 318 NW 111 Terrace Salnave Terrace Enclosure Professional Version Miami, FL Climate: South 1211812007 go WHOLE HOUSE TOTALS ...... • ...« ., • Sensible Envelope Load All Zones *•:• 5284•Ptuh . «•.• Sensible Duct Load •,,, • : « A' $tuh • • Total Sensible Zone Loads "'; 5261 • Btuh Sensible ventilation «..« y ; «G Pttuh • Blower « �. a« atuh • • «• • Whole House Total sensible gain 5261 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 507 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain (2 people @ 200 Btuh per person) 400 Btuh Latent other gain 0 Btuh Latent total gain 907 Btuh TOTAL GAIN 6168 Btuh EQU[PMENT 1. Central UnittSplit LG #L,SN090HE(Outside)LG #LSU090HE(Inside) 9800 Btuh *Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHCC numerical value or as clear or tint) (U - Window U- Factor or'DEF for default) (Irish - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) .,. (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Haif(H))' (Omt - compass orientation) Version 8 For Florida residences only EnergyGaugeO FLRCPB v4.5.2 Page 2 System Sizing Calculations. - Summer Residential Load - Room by Room Component Details Fertilise Salnave Project Title: Code Only 318 NW 111 Terrace Salnave Terrace Enclosure Professional Version Miami, FL Climate: South i Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F 12/18/2007 'I • Comilblient tor•Zone #1: family Room .... • • • • ; l jpe* Overhang Window Area(sqft) HTM Load • • Window Pn1SHGVd /fnVYExSh/IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded .:0•.. 1 ,, Tint, $- , N,N S 2ft. 6ft. 25.0 25.0 0.0 25 27 626 Btuh .... • 2 'i' 4 1, Jnt, 1!tT, r-M, N,N E 2ft. 6ft. 25.0 0.0 25.0 25 57 .1413 Stuh • • indo *1'd L 50 (sqft) 2039 Btuh • Walls* qlype "" R- Value /U -Value Area(sqft) HTM Load • • 1 ' Concrete dI � • Adj 5.0/0.14 338.0 2.0 691 Btuh • • • • 2 * • • Concrete )d 5.0/0.14 268.0 2.6 705 Btuh • Wall TolaL". 606 (sq ft) 1396 Btuh • 4, ••Doom, 11pe Area (sqft) HTM Load 1 ' Insulated - Exterior 20.0. 10.5 210 Btuh Door Total 20 (sqft) 210 Btuh Ceilings Type /Color /Surface R -Value Area(sqft) HTM Load 1 Vented Attic UghttMembrane 19.0 438.0 2.2 945 Btuh Ceiling Total 438 (sqft) 945 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 85 (ft(p)) 0.0 0 Btuh Floor Total 85.0 (sqft) 0 Btuh Zone Envelope Subtotal: 4589 Btuh Infiltration Type ACH Volume(cuft) wall area(sqft) CFM= Load SensibleNatural 0.22 3504 606 12.8 212 Btuh Internal Occupants Btuh /occupant Appliance Load g ain 2 X 230 + 0 460 Btuh Sensible Envelope Load: 5261 Btuh Duct load Suppl (R7.3596E20 -), Retum (R6.1678E22 -) (DGM of 0.000 ) 0 Btuh Sensible Zone Load 5261 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Fertilise Salnave Project Title: Code Only 318 NW 111 Terrace Sainave Terrace Enclosure Professional Version Miami, FL Climate: South 12/18/2007 WHOLE HOUSE TOTALS •' • } " "` • �A • • Sensible Envelope Load All Zones • • 5 I'' Htuh .. Sensible Duct Load •,,, NG * ttuh + " "• Total Sensible Zone Loads "'; 5261 • Btuh : • "': •••• • • •• •••••• Sensible ventilation • • **0 �ittlh • • Blower : *O& tuh "'••• Whole House Total sensible gain 5261 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 507 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain (2 people @ 200 Btuh per person) 400 Btuh Latent other gain 0 Btuh Latent total gain 907 Btuh TOTAL GAIN 6168 Btuh EQUIPMENT 1. Central Unit/Split LG #LSN090HE(Outside)LG #LSU090HE(Inside) 9800 Btuh "Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) _ (U - Window 1.1-Factor or'DEF' for default) (InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 2 Residential Window Diversity MidSummer Fertilise Salnave Project Title: Cade Only 318 NW 111 Terrace Salnave Terrace Enclosure Professional Version Miami, FL Climate: South 12/18/2007 • 'We'aPier data #nr. • Miami - Defaul '. Summer design"Mperature 90 F Average window load for July 2033 Btuh • • • • • Svawr4 setpo.IR •" 75 F Peak window load for July 3162 Btuh s ee : ** Supneg • tem • wature difference 15 F Excusion limit 130% of Ave. 2642 Btuh Latitude: • • • • • 25 North Window excursion Jul 520 Btuh •w•••w • •r•••• • "' WINDOW Average and Peak Loads ao�l>;.aa Limit for excursion 25Qt�.QO 12 Hour Average g 2000.[60 ti 15110.00 `, 7 k L c00.00 0.00 5 a.m 10 12 20 4p . m. 5 P m. B p.m. a.m. Total July Window Load(Radiation and conduction) This application has glass areas that produce large heat gains for part of the day. Variable air volume devices are required to overcome spikes in solar gain for one or more rooms. Install a zoned system or provide zone control for problem rooms. Single speed equipment may not be suitable for the application. EnergyGauge® System Sizing for Florida residences only PREPARED BY: �' DATE: 2 -'dill -C, N Lr 44 3 EnergyGauge® FLRCPB v4.5.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 88.9 The higher the score, the more efficient the home. •••••• .... '.� Fertilise Sainave, 318 NW 111 Terrace, Miami, FL, • ...... ..•. : • : .1. New construction or e*fs#V • Addition _ 12. Cooling systems *: e1 • • Single hi, multi.pw • Single family a. Central Unit/Split Cap: 9.8 kBtu/hr _ •.3. • • NumbeMf units, if millil --'I ?y } _ SEER: 13.00, Unducted _ ' • «lt • - Numbq" • • • • • • 0 _ b. N/A • 5 •Is this a %,orsl Lase? •' • • No • 6. •Conditionld floor areal" 438 W — c. N/A _ 0 :7! • 'Glass 46c area: (.abel read. by 13- 104.4.5 if not default) — • • a. U- factor 0 0 • • Description Area 13. Heating systems 00000 (or Singimor+ble DEFAULT) 7a(Sngle Default) 50.0 ftz _ a. Electric Strip Cap: 9.8 kBtu/hr b. SHGC: COP: 1.00,Unducted _ (or Clear or Tint DEFAULT) 7b. (Tint) 50.0 ftz _... b. N/A _ 8. Floor types -- a. Slab -On -Grade Edge Insulation R=0.0, 85.0(p) ft _ c. N/A b. N/A c. N/A _ 14. Hot water systems 9. Wall types a. N/A a. Concrete, Int Insul, Adjacent R =5.0, 338.0 fig , — b. Concrete, Int Insul, Exterior R=5.0,268.0 W _ b. N/A — c. N/A _ d. N/A _ c. Conservation credits e. N/A _ (HR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R=19.0,438.0 ft _ 15. HVAC credits _ b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts PT- Programmable Thermostat, a. N/A 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 s 1"��,, Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise,. a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: 'cob M�'S *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is no t a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPADOE EnerVStar your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638 -1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487 -1824. 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Cllass ou of ages 2&4. EnergyGauge® (Version: }iTMPI v4.5.2) a T1l kmi SAM" 1 y'. 10050 NE 2 ^d Ave Miami Shores, FI 33138 Phone 305 - 795.2204; Fax 305. 756.8972 www.miamishoresvillage.com AFFIDAVIT STATE OF FLORIDA) COUNTY OF DADE) The undersigned Affiant, !F - CLLLW 50<L AAA/ ' , does hereby attest that (property owner) The attached survey, performed by t, ® -q-p, (name of surveyor's company) for address: 3 2> w --7 , k T performed on date of survey) is an accurate representation of the existing conditions and 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. Property Owner Signature Property Owner Print Name SWORN TO AND SUBSCRIBED before me this J1 day of �Affiant is _p ersonally known to me, p roduced identification. )� I t STATE OF FLORIDA •. a V Cubillos `Commission #DD717923 Notar o........oF Expires: SEE 23, 2011 30MIMMMMV ATL AlVTiCsopnnvQCa, QtC MMML rFAX Cf�,13 SWIE SURVEY No ' IELEPH -3171 08 28 4 -02� Or AA SURVEYORS SlilEE'T No. y� OF °�- BOUNDARY SURVEY scam = ip . 2®' AD epo. art AWV y,go if,t7� v tm.e �z s! A6 r � �► Alp, • .. /vr. • t i✓ 1Q� A5 J DEC 0 1 2007 BY: -------------------- Mami ' A: ,APPR P DATE '` SURVEYOR'S NOTE: DEPT There may be Easements in the LQ PJ I ^J G D E P T Public Records not shown on u BLD D E °T V EJECT TO COMPLIAN WI H ALL D RAL 4" TATE AND COUNTY PULES AND RFCOULATIONS 3582 n.L 7th STREET SUITE 202 MIAMI. (° SURVE-4 � N D799Z TELEPHONE: ( 305) 1 220 -3171 A 4i ;.�c/ b4 b N a6 A b f✓ .R✓ ab 6 m► • FAX (305): 264 -0229 • r DRAW BY: ,q�{ . LAND SURVEYORS SHEET NC.— . _OF 2 Survey of Lot: 9 Block: 3 Subdivision: NEW MIAMI SHORES ESTATES According to the Plat thereof as recorded in the P1at,Book No. 51 at-Page No. 80 of the public records of MIAMI -DADE County, Florida. Property Address: 318 NW 111 TERR, MIAMI SHORES, FL 33168 For: FERTILISE SALNAVE Date: 06/29/2004 LOCATION SKETCH Scale 1 "= NT .S. ¢ j S & 7 8 9 JO I J/ 12 1 13 j J•F /5 /6 �1 29 ?B 27 26 25 ZQ 2.3 22 I 21 20 /9 I J8 /7 p JV. l�f! !I /?'� + TAR. �$ �' • . � • s• Roe' V 4 5 6 7 8 / /O 29 28 27 ?6 2S ?¢ 73 22 2! W 19 18 17 375 75' is 4140 1 s °ror� s°u ( � o H V !NO - - - - - -- was �c -:— _.&.._..fl_..i;.. -_1_ oar7e �.ity!"' � ,.s<a,. t . ^�: -I -- izs:• _"`�. ABBREVIATION AND MEANING LE9EN TXPICAL A- ARC F.F.E. - FINISHED FLOOR ELEVATION. P.R.C.= POINT OF REVERSE A /C- AIR CONDITIONER PAD. F.N.D.- FOUND NAIL & DISK . CURVE ac -�6 CL F- LINK FENCE A.E.- ANCHOR EASEMENT. FR- FRAME. P.B.- PLAT BOON. ZZZZ C.S.S. WALL (COW) A/R= ALUMINIUM ROOF. FT- FEET PG.- PAGE. -O-D- IF -IRON FENCE ALUMINIUM SHED. FNIP.- FEDERAL NATIONAL PWY= PARKWAY. -ON- OVERHEAD UTILITY LINES ASPH.- ASPHALT. INSURANCE PRM- PERMANENT REFERENCE T. 70 B.C. BLOCK CORNER. F.N.= FOUND NAIL. MONUMENT. WF -W000 FENCE BLDG.= BUILDING. H.- HIGH (HEIGHT) P.L.S.- PROFESSIONAL LAND X0.00 „ EXISTING ELEVATIONS. S.M. BENCH MARK IN.&FA- INGRESS AND EGRESS SURVEYOR. B.O.S.- : BASIS OF BEARINGS. EASEMENT. R = RECORDED DISTANOF_ - PROPOSED ELEVATIONS. C- CALCULATED LP= LIGHT POLE. RR.- RAIL ROAD. C4- CATCH BASIN. LF.E.- LOWEST FLOOR ELEVATION. RES.- RESIDENCE C.B.S- CONCRETE BLOCK STRUC7URELM.E- LAKE MAINTENANCE EASEMENT R/W- RIGHT OF WAY. CBW- CONCRETE BLOCK WALL '- MINUTES. RAD - RADIUS OF RADIAL S U R V E v n R S' S N 0 T ; S • CH- CHORD. M.- MEASURED DISTANCE. R.P.- RADIUS POINT. • • • • • • CH.S.- CHORD BEARING. M/H= MANHOLE RGE.- RANG AR M/L t IF SHOWN, BEARINGS ARE RFFERROD TO AN ASSUMED • • • • • • CL- CLE- MONUMENT LINE. SEC - SECTION. BY SAID PLATiiN THi Di>TION OF THE PROPERTY 6r NOT • C.L.F.- CHAIN LINK FENCE. N.A.P.- NOT A PART OF. STY:- STORY. THEN BEARINGS ARE REFIBiRED 14 COUN 1 � �T�WNSH�P MAPS • C.M.E- CANAL MAINTENANCE NGVD- NATIONAL GEODETIC SW. SIDEWALK • • EASEMENTS. VERTICAL DATUM. sip.: SET IRON PIPE LB. 2I IF SHOWN . ELEVAT}Ikll TO D9?J� ��sdY� CONC.- CONCRETE. N.- NORTH. #6044. BMA �!- SGIa ELltl! • • •%� 9D ! i • • • • i C.P. - CONC. PORCH, N.T.S.- NOT 70 SCALE. S.- SOUTH C.S.- CONCRETE SLAB. # -•NO .= NUMBER "= SECONDS OF N G KD OF 1828. • • • • • • � • • • • • • D.E. DRAINAGE EASEMENT . 0 /S- OFFSET. T- TANGENT. 3}, THIS IS A SPECIFIC P914PIM SURVEY. • • • • • : • • • D.M.E.= DRAINAGE MAINTENANCE O.H.- OVERHEAD #6044 TWP- TOWNSHIP. EASEMENTS O.H.L- OVERHEAD U71UTY LINES UTI. = UTILITY. • • • • • • • • • • • • • DRIVER DRIVEWAY OVH- OVERHANG U.P.- UTILITY POLE 4). THE CLOSURE UN - DEGREES - ABOVE 1:7500 FT. • • • • 0 • PV1PT.- PAVEMENT. W.M WATER METER E= EAST. 1 HEREBY CERTIFY: g�7'�TTjjHHIS "BOUNDARY SURVEY • E.T.P.- ELECTRIC TRANSFORMER PAD PL- PLANTER �•- WOOD FEND OF THE PROPERTY:D TSED HEREON. AS • ELEV.: ELEVATION. P/L= PROPERLY LINE WS "' WOOD RECENTLY SURVEYED AND ORAWN UM�MY • • • • • • P. C.C.= POINT OF COMPOUND CURVE W/R- WOOD ROOF. SUPERVISION. COMPUES WITH THE 1NINIMUbM ENCR.- ENCROACHMENT. • • F.H.= FIRE HYDRANT. P.C. - POINT OF CURVE. Q - CEN7RA1. ANGLE TECFINICAL STANDARDS A! SET FORTR bY• FOUND IRON PIPE PT.- POINT OF TANGENCY. It - CENTER LINE THE FLORIDA BOARI F.T.P.- ! ��FF' �PRQFESIONA� D • • • • • F.I.R.- FOUND IRON ROD. POC.- POINT OF COMMENCEMENT. •4. ANGLE. SURVEYORS IN CHAPj;it, t Is FLORID[ • • POB.- POINT OF BEGINNING. ADMINISTRATIVE OWE PURSUANT • • TO 472.027, FLORIDA STATUTES. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY}: THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOMM ON THIS SURVEY 9KAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETEINK RECORDED . INSTRUMENTS. IF ANY. AFFECTING THE PROPERTY. THIS SURVEY S IS SUSXCT TO DEDI BY E UWTATICN% RESTRICTIONS RESERVATIONS OR EASEMENTS OF RECORD. LEGAL IPTIONS & 4V45 ISARRA (DATE OF FIELD W1tK PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. � (� BOUNDARY SURVEY MEANS A DRAEL WING AND/ OR A GRAPHIC REPRESENTAMON OF THE SURVEY WORK PROFESSIONAL LAND SURVEYOR NO..2r/c. PERFORMED IN THE FD. COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE. STATE OF FLORIDA (VAUD COPIES OF THIS VEY WILT. BEAAR EASEMENTS AS SHOWN ARE PER PLAT BOOK. UNLESS O7HEBMtSE SHM THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). THE TERM "ENCROACHMENT' MEANS VISIBF AND ABOVE GROUND ENCROACHMENTS. ) A RE E RESP SIB SHALL VERIFY OF SJBMifrn � �i ORECTT AND SETBACKS INF FOR Tt � WILL REVISED ON: O8 i 19'flN l)� �/�SE W tE tk APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTIONS. UNLESS 01 "WISE NOTED. THIS FIRM HAS NOT ATIWTED 70 LOCATE FOOTING AND /Ot FOUNI ANONS. FENCE OWNERSHIP NOT DETERMINED. REVISED ON: THIS PLAN OF SURVEY HAS SEEM PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO HE H Situated in Zone: X Community /Panel /Suffix: 120652 - 0090 -J Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: FERTILISE SALNAVE GOMEZ & ASSOCIATES, P.A. ATTORNEYS TITLE INSURANCE FUND, INC. .y ARGENT MORTGAGE C/O AN ".IQUEST MORTGAGE CO, ITS SUCCESSORS AND /OR ASSIGNS ATIKA° s SEAL I M to M � », NIIAMI41)ADE COUNTY, FLORIDA 6 A49MO -DADS FLAGLER BUILDING BUILDING CO DE c OR4PL]ANCE ONCE cBCCO "y 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION bOA?A FLORIDA 33130 -1563 B Y --/ -- - - - ® -e (305) 375-2901 FAX (305) 375 -2408 FQTIG�E OF ACCEPTANCE MOA) . o Thy A . •. Vii•• ' • • • • • '' under the applicable rules and regulations governing the use of construction materials. ' • • • • t has been reviewed by Miami Dade County Product Control Division and accepted b eats (BORA) to be used in Miami Dade County and other areas where allowed by • e •won (AEU), •' • ' ' O `` `' '' of two 'd after the expiration date stated below. The Miami Dade County Product Control • • • • • D" idii IIn 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 mamifaoturer will incur the ewe 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 pro&ct is approved as described heroin, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESaGPT10N. Series I-deld Wen® Steel" WE Ouutswing opaque Intsulated Sim Door w & w/a SideNtes APPROVAL DOCUMENT: Drawing No. DC2005, titled "O/S Opaque Steel Door Double & Single Units w & w/o Sidelites", sheets 1 through 8 of 8, prepared by R.W. Building Consultants Inc, dated 9/25/00 with revision #1 dated. 12/11/02, bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and SmA Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturers 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. 171UtM]NATION 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 distnUtors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 00-1003.03 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02- 1211.12 m ZR ration Date: April 14, 2008 Approval Date: January 16, 2003 Page i ,Teld -Wen, Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS • ° ° « 1. Manufacturer's die drawings and sections. ' �v « . .. • • • • • 2. Drawing No. DC2005, titled "O /S Opaque Steel Door Double & si4L Jnits e • • • • & w/o Sidelites", sheets 1 through 8 of 8, prepared by R.W. Buildi"&C insultuits .. ; • Inc, dated 9/25/00 with revision on #1 dated 12/11/02. •' "' • • • •: • B. TESTS ...... Submitted under NOA Na. 991121111 1. 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) Large Missile Impact Test per SFBC, PA 201 -94, 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of pairs of outswing residential insular steel doors with sidelites; prepared by Certified Testing Laboratories, Test Report No. CTLA456W, dated. October 19, 1999, signed and sealed. by Ramesh Patel, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with marked -up drawings and installation diagram of residential insulated steel sidelites, prepared by Certified Testing Laboratories, Test Report No. CTLA -%IW, dated October 23, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Calculations, dated October 2, 1999, with addendum dated March 20, 2000, prepared, signed and sealed by Mark Fetherman, P.E. Submitted under NOA No. 99- 1122.41 2. Anchor calculations for fixed lite mounting hardware loads dated 12/02/02, prepared, signed and sealed by Lyndon F. Schmidt, P.E. ne P.E. Product Contra NOA No 02-1211.12 Expiration-Date: April 14, 2008 Approval Date: dauuw716, 2003 E -1 Jeld -Wei, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMrMD (For File ONLY. Not part of NOA) I), • WTMAL CERTIFICATIONS • • • • • 000 1. ' tensile Test prepared by Certified Testing Laboratories, Test Report No. ..... • ' • • • • • &LA456W, dated September 30,1999, for steel saanples,.tested. per ASTM E8- .. 03a, signed and sealed by signed and sealed by Ramesh Patel, P.E. • • • • • • • • • 2.: • • 41st Report No. ITS499006660 -001, prepared by Intertek Testing Services NA, • .. ; .. •.. • • • •1w., issued to Jeld VV•en Research and Development, dated April 8, 1999, for • • • • 'sam ples of foano, tested per ASTM E 8494 "Standard Test Methods for Surface • • • • • • • • • • • Characterisfirs of Building Materials" and ASTM D 1929 -91A • • • • • • • • • • ' Standard Test Method for Ignition Properties of Plastics"; signed and sealed by ' •' Daugla"s Keith Tucker, PY jeld Wen, Inc. • • • • • • 0 :*"**- 3. Notice of Acceptance No. 02- 0429.11 issued to Trinity Glass International for "Trinity Lite Fraane" dated 07 /03/02, expiring on 07/03/07. 4. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTI.A- 1078H, dated October 24, 2002, for lite frame material samples, tested for straight pull out, signed and sealed by signed and sealed by Ramesh Patel, P.E. E. STATEMENTS 1. Statement letter of product name change, dated 12/4 /02, signed by Steve Strawn. 2. Statement letter of lite ft me revision, dated 12/22/02, signed by RW Building Consultants, Inc. signed by Rick Wrigbt. 3. Statement letter of conformance to Code and no financial interest, dated December 2, 2002, signed and sealed. by Lyndon F. Schmidt, P.E. 4. Statement letter of no financial interest, dated October 10, 2002, signed and sealed by Steve Frey. 5. Statement letter marring Rick Wright as the contact person, dated October 10, 2002, signed by Steve Frey. F. OTHER 1. Notice of Acceptance No. 00- 1003.03 issued to Jeld -Wen, Inc., for their Series "Dwrcrafte Steel" Outsvv Opaque W/E Residential Insulated Steel Door w /Sidelites - Impact, approved on 01/11/01 and expiring on 04/14/03. AA I Produet Co I E NOA No 2- 1211.12 Expiration Date: AprU 14, 2008 Approval Date: January 16, 2003 E -2 74.5' MAX. OVERALL WIDTH 58.5" MAX. OVERALL WIDTH JELD -WEN® Steel WOOD EWE OPAQUE INSULATED STEEL DOOR ® ® El ® ® / oursWW ss UNITS WiAND w A7tR sroELITES D u 01 c GE NERAL � 1. In PR=v S ID D TO COW Y WITH Tw FLORI✓b4 OVIU G O 1 0 y com �, z 2 WOOD DICKS BY OTHERS, 067 VE ANCHORED PROPERLY TO TRANSFER O � O � LU x 1 10 THE L US TO THE STRUCTURE N ; M I $ T 3. PROA CT ANCHORS S MU. SE AS LJSTED MD . SPAM AS SHON OV � ` J DETAILS. ANCHOR EMI#DAm TO LiA51:' MATERIAL SIMU. BE =3 0 0 R p 1{4itt. A4FSSM OR STlKxO. 4. THS SYSTEM REOI W WOMW EXI DM ERf01L PROTECTION AS c d , u SOfIi S OAU.Y.162a I OF TW P 010 MUM MIX � o °o gz 41 71 MR X 5. VMS PMW IMIM SIMLL K AS I MLONS: -SE 01301 V✓7E W R4Tfl1G TARE SHEET OlE DOUG f,L,�/ATION 8. SIOEUTEB ARE AN OPLTON AND CAN LE IN A SaE OR DOLLS£ oil C007S ATON SINGLE DOOR �SIDE4ITES ELEVATION 7. TITS SYSTEM MEETS M WATER REODRL M FOR L VQ.00ITY Ra. " WON 105.25" MAX. OVERALL WIDTH '''� $�Av IRmm Zow SIX NOTE L3ELOW DESIGNED PRESSURE CHART �— G) -'$ F ommon o alt fra Conditions R Doo Leaf, Construction * 4 Fate sheets: 24 go. (0.020' minimum thickness Galva�ad st I A 525 Comm al uaR A : 4 o a per fit it wrth yield siren; Fj�min 24, f70'psi. u1 .3 Core design: Expanded polystyrene with 1.0 to o '{ o 1.25 lbs. de face sheets glued to ex nded 0 t/ 0 y ne EPS) face rags ynd n�afed 0 0 a reinforcem nt. s�ii� grad a ward lockNCtc " s Frame _Construction: The head jams and si Jamb are n o m and joined using three 7" x 2 n of wire stogies. ro IQ p Ar co TABLE OF CONTENTS SHEET DESCRIPTION • • e+o 1 COMMON GEN NOTES, TYPICAL ELEVATION SINGLE DOOR EI_EVATTON • • •♦ •e °� • 813.869.8187 2 VERTICAL CROSS SECTIONS & BILL OF MATERIALS COLONIAL 6 PANEL DIM I GE WAY p 3 HOIZONTAL CROSS SECTIONS 9 • • • s • mac .9/25/00 4 HOIZONTAL CROSS SECTIONS DESIGN PRESSURE RATING • • • + • • • * a •UbiDe sma N.T.S. 5 ANCHORING LOCATIONS & DETAILS WHERE WATER INFILTRATION osa TJH 6 ANCHORING LOCATIONS &DETAILS REQUIREMENT IS NEEDED �n am sn RW GLAZING DETAILS 8 COMPONENTS POSITIVE + 53.0 PSF LAZI • • ! • • • > • 2p05 NEGATIVE — 57.0 PSF • • • • • • • • • • • • SHM of • • ••• • ... :' : .•• • ... 0 . 0 • • • . •.• . ... • • • ' a s • • tt•r» DESCRHi me 000 • Mutetic! 22 1 WNGE f * 1,(4 - 4 1 W OOD Q 1 4 deg �ma .p 4... D • g�',. s •. .q ° '4b <! • .,' q ' SIVELTIE BLANK JAMB x p..sa pa • 'dn_ i4...n x4 1 4 x I Pa e} p 5 x f N N 23 23 6 f0 X P. HAIGE y o. n. ^gym 25 25 7 BUMPER 4 HO STEEL •1 1 4x4' 5 ALUMINUM ry 2 PR ON IP -L N O S -6 10 EXTRUDED — ALUMINUM Ui n I #9 x 1° PHI PS FLATH R STEEL 2p r FACE SHEET 4GA .0 MIN VANIZ L 13 TOP RAIL 1.67 x 1.042 x X 13 14 DOOR P 80TTOM RAIL 1.73 xf 21 2.021 gcov 15 R IN E W ID f.67 x 1.065 w ow Y 6 f 5A WLACII SIDE STI 1 6 7 x 7.065 24 ;w . 9 z 5 :a. 38 18 L 6 31 x 1 STEEL 17 P H SMS .L'y iS4,ok.�3. •', 12 „• ,ebb :a SERIES I= 0 KWIKSET TITAN SERI D 7 z ri • � 2f T SC L K u WO o .020° MIN. o: SKIN 27 2 2 WOO W : ; ; ,: • Ix 4 PAN AOL D 1. TO 1 5 O� 30 25 4 MAX. SHI p 6 WOOD LOCK REINFORCEMENT D 7 FRAM DDL POLYPROPYLE Q a, a': y, W 55 6j 28 1 1NSULA M ER S GLASS "• 1.75 MAX. + 29 T J 7 1/4 x 4 1 f WOOD y ^ � t ,; PANEL THK. � a 28 30 8 x 1 i 2 TEK SCREW ( LITE FRAME STEEL N + % :F • -- 5 MfN. 1 BY TRINITY FOR 1 2 ao 2 1 LA P. TRINITY as'i N GLASS THK. 3 EXTERI FRAME m 34 1 IN LA P. GLASS SY TRIN X f i i.'K''' ^yx• 2 n c », •. g - 36 SILICONE CAULK CR 33C SI ON :�• {:• 7 OWING CQMPOUNQ SI 24 s: t ^ LA TEX W N� r4 . ' e,•�1 t £: .020 MIN. n z SKIN THK. 38 • ° � �BUILDiNO q °t •4 . ° ... ... a " a : .. a ° .Q .. ° N 7� C�i8Ul7ANi5. INC N r a. , . > R '• P � ° ; 4 ' q � •4 a a � 813.659.9197 ° .r WtE: 9 25 00 swtE N.T.S. �- 22 7 5 Approre8aace�tytalya9p6W mbc ar 7JH � , i 1 VERTICAL CROSS — SECTION g W V 2 DC2 s 2 oF $ DDB z x 36 9 2B h 22 s 4 4 ' INACTIVE ACTIVE 3 O n 24 a5 6 ° e 23 3 Mi • }..y • f t fit• a'•r. ""•r� "°.. % ° .•r.�v ya` .: ^ya'•i �.J P � (�, ..J� . SEE NOTE i 1 SHT. 3 12 9 ° a. 5 " n 15" MIN. gfg ASTRAGAL RETAINER BOLTS (2) COUNTERSINK : d TOTAL, (1) 9.0" L. x ALUM, RETAINING SLIDE 19 25 9.0" L x 3t2DLL 80TTOM (3) 1.0" x 4.5" x 0.565 HORIZONTAL CROSS SECTION ° HINGE JAMB TO BUCK r W o Nei Qf HORIZONTAL CROSS SECTION I 'a C� AT ASTRAGAL { ;, •3 .25" MAX. SHIM ----11 1.15" MIN, EMS. EMS. NOTES: ; • 25" MAX. SHIM t9 I. SPACING FOR ITEM 18 #10 x f" PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL ` SEE NOTE Ei;IE81flB TO THE INACTNE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; ° ° 3 SHT. 3 26 a2 1.0 ", 2.5 4.0 , 5.5 , 13.0: 18.0" & 26.0 . 2. SPACNG FOR #8 x 1 1%2" PLASCREW ATTACHING THE ODL LITE FRAME IS AS FOLLOWS; TOP & BOTTOM; (2)SCREWS 3.0" IN FROM EACH HORIZONTAL D '• ° ' ,� =;qw :; -i CORNER. FROM THE TOP OF 714E FRAME DOWN ON THE SIDES: 3.0`, 13.0 °, • • ,:;,: :,,,.i,�..•� „�.. o 28.0", 39.0 ", 52.0" & 630. 3. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE J8 x 2 112" , ,- .r,.;••.. ,., ; PFW WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE 18 x 2" PFH WOOD SCREW. ^° 4. SPACING FOR #8 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 6.0" FROM EACH VERTICAL CORNER WITH (5) MORE SCREWS EQUALLY SPACED, A TOTAL OF (7) SCREWS PER EACH VERTICAL MULLION. v" 5. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM t0 x 2" PFH > • • ° E31T WOOD SCREW . WHEN ATTACHING THE HINGE TO THE JAMB AND STE JAMB AT 197 THE MULLION USE #10 x 1 314" PFH WOOD SCREW. 23 0. ° 9 • • • • • • • • • • 6. THE SPACING FOR ITEM J35 THE J6 X 1 -112" PANHEAD SCREW SPACING IN THE v • • • TRIN77Y LITE FRAME IS AS FOLLOWS: FROM THE TOP DOWN ON THE SIDES ., ; • • • • • • • • cue: 9 N. 00 15" RSI • • N. 00 7 \ 7 (9) AT 5.625, 14,5 ; 23.25 ; 32.0625 ° , 41.0 ", 49.75 ", 58.5625: 67.375° AND • • � COUNTERSINK ffi 76.3125 ". THE TOP AND BOTTOM FROM RIGHT TO LEFT (2) SCREWS AT 3.125" 5 a... : • Hare'>s �* 7JH AND 6.875" ° • • • • • • • • • • • NOA• Dmk nra NO-, RW aaw HORIZONT CROSS SECTION • • • • DC2005 3 LATCH JAMB TO BUCK • • • • • • a i • • • a sr�r � � 8 •• •t •t•. ••• :••00 i • ••• 6 � 12 I • • • ' • • • • N Z 4 cc N ui N SEE NOTE o !!(AAAAAA 4 SHT, 3 28 .15' MIN. 7 COUNTERSINK 9 y 9N l.15 MIN. 1 ORIZONTAL CROSS SECTION -V EMS. H A� T SIDELITE ` In� 3 a .15 MIN. COUNTERSINK 24 15 g rf < a, EXTEBLQB ° 5 SEE NOTE °•;'•' �:;�� ^•k °:`a ;r:" ..9•r ": 2 FOR ODL LITE OR 2A 8 FOR TRINITY LtTE ' "3'+ .....` `L. <:-?•;».• •Si 27 Z . t4 ON SH'T. 3 sr -... `:. ^_ :i& :'a :c- .mow:'`'•; ": to a `aP'i'' i'r' NMI •-q. .•;•k N ed ° °' :ytp :F t SEE NOTE 5 0 •„ 4 SHT. 3 � z 24 28 .15° MIN. °• 27 COUNTERSINK 1 ,Jg • T� ° 38 813.859.9787 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 9/25/00 25 � MAX SIDEIJTE TO BUCK HINGE TO BUCK Aypmredaaaaukeha N.T.S. SHIM THK. Da aB wrs. BY.. TJH RW tone cwc ar v 75 PA PraAact arawma No. 8y DC2005 sxt�r 4 of a SEE DETAIL f' SHEET 5 SEE DETAIL . t\ G SHEt7 5 Qr, SEE DETAIL y. � r� 3^ 3 ar G SHEEP 5 Z O to 3" Uj 1 _ 1 0 1 I h62 TtP IT -L l y ll _ —I Ll I JTYP. SEE — M j e"� SW EE NOTE TM SEE DETAIL o i SH ^ p ,-'-' �— 6 vt x a T?P. ai 5 SHT. 3 — A A q ri a Ni _ — n TYP. — C D'• CC 7 7 tn3 Y� 3 . Ty � T P. t t 1 1' i� B E C (•( 3" 7 t 6" - " 3" 6" E" 3^ g• 3 SEE DETAR. 4.5" 3" 3" 4.5" • r-- K S HT. 5 MUBL DOOR A^lCHORIN "Tt SINGLE DOOR WZWMITES ANCHORING LOCATIONG a _ 5 � 7 4 � • 4 • • • � • • • • • • • � • 9unowa • • • • • • • • LTAHB, tlV 4 • ••• s i �•• : � 813.858.8197 4 •* • • • •• i•• ••• m g 25 00 DETAI K SILL WAX' N.T.S. DETAt�F HEe!�ER DETAIL HIN ROZ. ' IMPERIAL ASTRAGAL IMPERIAL ASTRAGAL Floekle ealdlagC g -° TJH RETAINER BOLT HEAOER RETAINER BOLT THRESHOLD TO JAMBS & DOOR • • • • • • • • • • • RW STRIKE PLATE STRIKE PLATE SEE NOTE 5 SHT, 3 xo> •' • • • � auraie • • • • • DC2005 4 • :• • srt>fr OF 8 • • • • • • • ••• • ••• 0 000 ••• �m� ( . TJ.. T iq n SEE DEfAtL 'F' SHEET 5 �t't 6•p IrNs — 7 I •1 •,�. rea. _ . 7[3.1. SEE DETAIL G SHEET 5 -I M M K A h M SEE DETAIL 6 SHT s ni 1n ^ 1 TYP. T _ O TYP 5' SINGLE DOOR ANCHORING LOCATIOtdy cc ^tl� ^7MU4 a lit i tv 3 t l S TYP. 3' -- O I I I T YP. S J 7YP. 0 3 SK. to SEE DETAIL n SEE NOTE 5 SHT. 3 H SHEET S _ CQ • • • i • • ... • • • • • WE DETAIL SHEET S • • • • : : 6 . i • • • (r 0 1 3.SS9.97 M. 92501 sorts: N.T.S. - t 5 1 Om a Br TJH DETAIL J STRIKE PLATES TO JAMBS Dift tom. W. RW TYP. SEE NOTE 5 SHT. 4 DC2005 sm, _A- - 8 — � M yp TYP. T _ O TYP 5' SINGLE DOOR ANCHORING LOCATIOtdy cc ^tl� ^7MU4 a lit i tv 3 t l S TYP. 3' -- O I I I T YP. S J 7YP. 0 3 SK. to SEE DETAIL n SEE NOTE 5 SHT. 3 H SHEET S _ CQ T Z SEE NOTE 3 Stir. 3 L SEE DETAIL TYR t -al 19 1 � r 7 •I K S 7 — t 7 0 1 3.SS9.97 M. 92501 sorts: N.T.S. eor ApptltaA x1Polk Om a Br TJH DETAIL J STRIKE PLATES TO JAMBS Dift tom. W. RW DRUM No: SEE NOTE 5 SHT. 4 DC2005 sm, _A- - 8 r U S t l S TYP. 3' -- O I I I T YP. S J 7YP. TYP to SEE DETAIL _ SEE NOTE 5 SHT. 3 H SHEET S _ CQ T TYR L M L SEE DETAIL TYR � r 7 •I K S 7 — t 7 3 37 38 '" y 37 O s 3 in 28 8 h W TUTU � GLAZING DE7AiL 1/8 TEMPERED GLASS .1/.��FMPERED l31dSC 1/4 AIR SPACE O 4 �1 ODL LITE FRAME 36 1/8' TEMPERED GLASS 112" GLASS.UTE FRduE W ODL Z E N0•7E NP POLYPROPYLENE r .uS 24 38 1 8 2 - x HT. 3 (•MERMOFX— P6- 3"0391) U a 0.5' GLASS 15825' BITE 36 n n JAS ^ 36 31 Ni Ie' ;ii' } fit 36 q 32 31 i•••• 112° GLASS IJ7E FRAME u� di z U COD t TEMPERED GLASS TRINITY C4 o GLAZWG TE6tPEHEO GLASS - / 4' AIR SPACE (tl/POY EU 5007) O TmNT7Y LITE FRAME .. °' 1 /B" TEMPERED GLASS 4 36 38 a SSFM 3 0.5' GLASS 877E 75" STEEL INTERCEPT O N in 36 SPACER GL A SS rrF d8t a f.ffiIE8tQ8 ^ a 36 TRtNIlY 1 18' TEMPERED GLASS (LIJPOY EU 5007) "F j GLe?!NG DETAIL 1/2' AIR SPACE • • • • • • • f -'' :0* Z• Wsi d7ED TEMPERED dcs • • • • 813.859.9187 TRWITY UTE FRAME • • • • • • • • se T/8 TEMPERED GLASS • • • • ♦ • • • • • • • scn E 9/25 JNIE8�6 AppmvMa com*bewH8 tat 24 36 NOTE PATI" M EM TJH BITE &SM. 3 0 • • . • : • • • • • onnwm NO.: 0.5" CLASS • i DC2005 • • • • ! as • y. � �r 7 a • ••• a �• •s i i i is � _ • • . t 2.375" e i.• i.. ••• '• • f a 1.6 0 •.• • n �+P ASTRAGAL HAS 4.041' l _ t • • i a . • • ?�- m (1) 9.0" L x 312" DA n . • • • • . 9OLT 0 TOP & • • • • • • • Z n 1} 9.0 ". L x .312" DIA • • • • BOLT 0 BOTTOM m • • • • • �, 2y. T _ T r0 OUTSW!NG BUMPFACE THRESHOLD d IMPERIAL ASTRAGAL O LOW P[{OFlLE t�Y1 TOP dt( &SIDE StrLE � � V Q EXTRUDED ALUMINUM .075" WALL •050" EXTRUDED ALUMINUM U r.57" r Nil a a � 1 N 4 140" 1 O O ® WL LATCH ST11E I I 0 9 .525" — � - lh^ •097 COMPRESSK)N WEATHERSRTIP f'1 4 4 STEEL DOOR HINGE 5CHLEGEL O —LON ODS 650 �j .097 THK. STEEL BY HAGER .25" L --I }-- N 11.$75" � � 4.5525 C \ D \ VARIES W /LACK USED R a J Rh `P � euu onac ` 1 DOOR STEEL EDGE CAP. BOTTOM °� �.�•— 613.$58.9197 �J WOOD LOCK BLOCK. 1.71" INK WOOD FRAME � mrt 9 2S 00 3 29 aexomPlYleSuthe stqm NTS �8 y gym. er. TJH NtlAq CML fff RW NO-- DC2005 SiEE CF . -S V2,19- V(:)"7 MIAM ��' C� ADEFI � FLORIDA s� �1 BURRING CODE COMPLIANCE OFFICE (BCCO) r- r NEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION . MIAMI, FI. MA 33130 -1563 • • �jt --_® ___ -__ (305) 375 -2901 FAX (309) 375 -2908 • ANCE (NOA) � �� www.da� ...... • • • . na ••00 1 . 1 e •0,0• 00.09 • } 000,0 :0 000 : ;J under the applicable rules and regulations governing the use of construction materials. . e 0 6 0 4 fled has been reviewed by Miami Dade County Product Control Division and accepted by tha *ard at RQq s and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by 0:0 0 0 . the Authority I�inglurisdiction (AID. .,0000 This NO shall not be valid after the expiration date stated blow. The Miami- -Dade County Product Control - Division (In Miami Dade County) and/or the AM (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 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 product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Cale. DESCRIPTION: 0.039 ' (min.) Gnlvanizetl Stet Storm Panels mmtter APPROVAL DOCUMENT: Drawing No. 05 -287, titled " 0.0395" Galvanized Steel Storm Panel ", sheets 1 through 5 of 5, and 1A of 5, prepared by Triteco, Inc., dated September 15, 2005, last revision #1 dated. September 15, 2005, signed and sealed by Walter A. Tillit Jr., 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 Appr'aved ", 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 Mews NOA # 05-OMM and consists of this page 1, evidence submitted pages E-1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. /�� /"�-� NOA No. 07-87U.04 l radon Days: 1V 1 a�t l j Zo a 7 Approval Dote: 1W11t2M Page 1 Nu -Vue Industris. Inc NOTICE OF ACCEPTANCES EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 99-OU toi • .. ,.. • , • • • • A. DRAWINGS s .: .... ,...:. I. Drawing prepared by Tilteco, Inc., titled "20 Gage Galvanized Steffsfdit Panel'', • • Drawing No. 98 -109, dated May 12,1998, sheets I through 5 of S, s' 4 Fnd seraletd� . .... • by Walter A. Tillit, Jr., P.E. • ..... •gee• .. •' , . B. TESTS ..�i.. •••••• I. Test report on: uniform ,Static Air Pressure Test prepared by Hurric&mtiWineerinna . • • & Testing Inc., Report No. HET7 --98 -760, dated November 5, 1998, si W 4nd setded • • •' by Hector M. Medina, P.E. „�••• ••••�• 2. Test report on: Large Missile Impact Test and Cyclic Wind Pressure Test prepared by' Hurricane Engineering & Testing Inc., Report No. HET7 --98 -761, dated October 28, 1998, signed and sealed by Hector M. Medina, P.E. 3. Test report on Large Missile Impact Test prepared by Hurricane Engineering & Testing Inc., Report No HET F 98 -762, dated November 3, 1998, signed and sealed by Hector M. Medina, P.E. C. CALCULATIONS 1. Anchor Calculations, 13 pages, dated 08102199, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. D. MATERIAL CERTIFICATIONS I. Mill Certified Inspection Report. 2. Certif ed Tensile Test Report issued by Hurricane. Engineering & Testing Inc., Report Number HE77- 98 -T120, dated November 13, 1998, signed and sealed by Hector M. Medina, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02- 1009.04 A. DRAWINGS 1. Drawing No 02 -450, titled " 20 gage Galvanized Steel Storm Panel ", sheets I through 5 of S, prepared by Tilteco, Inc., dated September 17, 2002 signed and sealed by Walter A. Tillit, Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. A. Maker, P.E, M.S. Product Control Examiner NOA No. 97- 071L04 Expiration Date: 11104/2008 Approval Date: 101111M E -1 e Nu -Vue Industries,, Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ' • 3 CE SUBMITTED UNDER PREVIOUS APPROVAL #05- 0927`.02 0 E'er W • • 1.. ., eQAwing No. 05 -287, titled " 0.0395" Galvanized Steel Storm Panel ", sheets I 000000 • 0 • •ttwwugh 5 of S, and 1A of 5, prepared by 7 ilteco, Inc., dated September 15, 2005, last . 0 0 0 0 ' : � * lileUsion #1 dated September 15, 2005, signed and sealed by Walter A. Tillit Jr., P.E. • 0000 0B. TF 0.0000 • .i s 1• ,, es • 0 C. M« CACULATIONS 0000.. 00000. • • 1. Anchor Calculations, 44 pages, dated September 22, 2005, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTMCATIONS 1. None. 4. NEW EVIDENCE SUBNIIT MD A. DRAWINGS I. 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. A. Makar, P.E., M.S. Product Control Ebner NOA No. 07-0721.04 Expiration Date: ItMaM Approval Date: 20!1112047 E -2 GENERAL NOTES. 1. STORM PANEL SHOWN DN • THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR Z PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTAt1A77ON DETAILS SHOWN ON COMPUANCE IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE. SE077ONS 4, 5 & 6 (SHEET 2 & 3). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. IN 8. ff SHALL 8E 774E RESPON51BR17Y OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE ORDER TO VERIFY THAT COMPONENTS' AND ANCHORS ON THIS P.A.D. AS TESTED WERE NOT OVER STRESSED, A STRUCTURE WHERE SHUTTER /S TO BE ATTACHED TO INSURE PROPER ANCHORAGE MX INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS � USED IN THEIR ANALYSIS A DURA770N FACTOR CD- 1.60 WAS USED FOR VERIFK A71ON OF FASTENERS IN WOOD. 9. THE /NSTALLA77ON CONTR4CTOR IS TO SEAVCAULK ALL. SHUTTER COMPONENT EDGES WHICH REMAIN . STORM PANEL'S ADEWACY FOR IMPACT AND FA77GUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE W17H IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINDJRAIN INTRUSION. CAULK AND SEAL SECTION 1609. 1.4 OF THE ABOVE MENT70NED CODE AS PER H.E.T:L TEST REPORTS !f 98 -760, f 98 -781, 1 SHUTTER TRACKS ALL AROUND FULL LENGTH. 98 -762 & rf 98 —T120, AS PROTOCOLS TAS -201, TA$ -202 AND TAS -203 10. STORM PANEL INSTALUA77ON SHALL COMPLY WITH SPECS MOICA7ED IN THIS DRAWING PLUS ANY 2. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY ASTM A653 S4 GRADE 50 WITH G -60 BUILDING AND ZONING REGULATIONS PROWIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. GALVANIZED ST M-L DESIGM770M AND Fym 57.46 k s 4 (AFTER ROLLED). 11. (a) THIS PRODUCT APPROVAL DOCUMENT (PAD.) PREPARED BY THIS ENGINEER IS GENERIC AND 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -76 ALLOY UNLESS OTHERWISE NOTED, DOES NOT PROVIDE • lNFORMA77ON FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W1 50 ksl YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018. (b) CONTMCTOR 70 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.A.D. PROVIDED HE/SHE DOES NOT DEV14TE FROM 5. BOLTS TO BE A.S.TM. A -307, GALVANIZED OR A.IS.1 304 SERIES STAINLESS STEEL, WITH 36 ksi MINIMUM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S YIELD STRENGTH. RESPONSIBILITY. 6. ANCHORS 70 WALL SHALL BE AS FOLLOWS: (UNLESS 07HERMSE NOTED) (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (A) TO EXISTING POURED CONCRETE. — 114" 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX OR ELCO TEXTRON, INC. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR — 114" 9 ELCO male /female PANaHATE, AS MANUFACTURED BY ELCO TEXTRON, INC. ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE• PROJECT AND WHO WILL — 114 6 x 718" CALK —IN ANCHORS AS.MANUFACTURED BY THE POWERS FASTENERS, INC. BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, AC77NO AS A DELEGATED ENGINEER TO 774E P.A.D. DVGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC N07E& DRAWINGS FOR REVIEW. A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS SHALL BE 1 314" & 1 718" (s) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL FOR ELCO mate /female PANEL947E ENGINEER OF RECORD THAT PREPARED f.. A2) 718" CALK —IN ANCHORS SHALL BE EN71RELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 12. SHUTTER MANUFAC7URER S !ABEL SHALL BE PLACED ON A READILY AND W/S ISLE LOCATION AT 114 0 -20 SCREWS USED SHALL BE 1 112" LONG MINIMUM SHOULD STUCCO EXIST. PANEL. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. A.3) IN CASE THAT PRECAST STONE; PRECAST CONCRETE PANELS, OR PAYERS BE FOUND ON THE LABEL SHALL READ AS FOLLOWS. EX/S7TNG WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH NU —VUE INDUSTRIES INC. PANELS, ANCHORAGE SHALL BE AS /NDIC47ED ON NOTES A.1) & A.2) ABOVE. HIALEAIH, FL. M" —DAOE COUNTY PRODUCT CONTROL APPROVED. (B) TO EXISTING CONCRETE BLOCK WALL. — 114 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER OR ELCO TEXTRON, INC. — 114" 0 ELCO mole /female PANELM47E AS MANUFACTURED BY ELCO TEXTRON, INC. — 114 x 71 8 - CALK —IN ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC. �QUC7'eEV� NOTES.• ax emwIft-ab ore 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND ELCO mole /female PANELMATE, INTO THE CONCRETE oe paepmccerts Z .02 BLOCK UNIT SHALL BE 1 114 ". 8.2) 718" CALK —IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO 774E CONCRETE BLOCK UMf. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 114" 0 -20 SCREWS USED SHALL BE 1 112" LONG MINIMUM SHOULD STUCCO EXIST, AND I" MINIMUM FOR c�0oeit� • . • • WALLS WITH NO STUCCO. • • • • • • • « 9.3) IN GASE TdAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, • V e • i ANCHORS SHALL BE LONG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE «• • SNAIL BE 1 114" MINIMUM FOR ANCHORS MEN77ONED IN B. 1). & 71 8 - FOR ANCHORS MENTONED IN 8.2). • • • s , + s ` • Opwoh velocity,Hurricane Zone via m (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFIGATONS OF THE O.D395 GALVANIZED STEEL STORM PANEL CA ANCHORS MANUFACTURER. lL E • Ntr -srta� raauyrnta�� rNC. �„� ^--- -- , 05 -287 °fQ c `i �dj 'r' a T�9j ws aua A 7dRfr . E '• ° • • • • • • • • • • • • . ....... .... 14soa• w • • a or 1.123 8 AS APPLICAMX 1.128° Ad789' feA. 8 S PP r.12a' X11?) A AGCA l.! � • !� ` . F _ .1 ! �. • �, 3airr 1r wv «. aexr t(J PANEL @ HALF PANEL , SCALE : 3/� - ,' SCALE : a /e e r • 8098 .i88' t � .tae• Rf86 tto• arse ' fie �• T ow e � arse oeo• a I Rrav 3 .L.. N !• -- aab' ® "F" TRAC -L I - { rze• mu. :/? . m r Q REVERSED "F " aa> R,"7 TRACK ANGLE "U" HEADE �x SCU 112' 1• SCALE: 1 12 f ® "h" HEADER SGV.E : 112'- P f s'or -Z�s VA e WACVW ArIQW0 (5'FE' ✓itoY.r. ,�, a NAWW SHOW �{ ox I �. -- fib -�r L ry o e e a ra r -r° --rrY-r^ - -1 ^- - - — r- r-r•z --r-r T � �j t o SW r � ,pel •,•,� I f '�s. T' 4 ` Q � 0 • .� J oo lam Q ICUMMEATPANEL © STUDDED ANGLE DETAIL � 571tD W/ wNG NUT $CAM r /2° = r• T8 ANs:. ALLOY SakE : 1/2• - ,• PROM= MW - 73 SG 1/2' f• assomelv�sw9991&eenon$aa Caft >�trmo ��o6'• -Q •02 •� �•• -.12a• Nm .J! A_ APL IGq 6DWS D Q'j . -- — - O MOM AMON (SW — •{—� -- I � F.B.C. (HO Hundcane Zone ( STORM PANEL TYPICAL ELEVATION 0.0395 GALVANIZED STEEL STORE! PANEL Y " ,.., f 1/4 Aft 121P 1/6 maz aam' --; WE INDUSTRIES, INC. a � `�-°� IL E C O �N.. PAN SECTION A —A U7 2" x 5" (Max.) x .125 ANGL �,$' /� - 18 , � P �° aw"m 05 -287 x T. & SfrF' LE z 1/? - J• WKrEN A J 5 d1. 7z G z a 81851 to WS .• ANCHO O E D. ACO 0 / f OR CUAVM F !/4 0-20 x 1 2 P I M4Ye AIMM g caxcRerF \\ l DG 1 7 com r `� t 7 _` ---1 m m m $0 POOM 4 Cone COAVRE7r =41"E Pouvo POLM • 4 M ci p S cone 3 ova � ;�, I B ate• j ► I I f ono„ i I SM 1 . 0 I! I I � r rs�s� 1 I I I I i � I '� • � � I I ,�/ � � �� T � �� /4'h�t 4• I rz o a a6 rP• O& 1yi�Sg•wY 718 0 I I � ► /P" D. w a y I I ► ! I POUAW J y DOO PcOt7£6 I CONCRETE NdCNORS OWRED / i 7 Cow / y 4 C t OR r�EE $C fED!/LE) J f /4' 0-M x t/P m R III= Rm / RECUT E D. � / NUr • fP�a E, b �P�/ m . WAAWM " 7 0.4 CEILING & FLOOR MOUNTING BUILD -OUT MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SEOWN 0 ANVOR INSTALLATION — SECTION 3 SECTION $ SC4LE : dre• - : SECTION 4 : ,�• - +° ' sOUE: sre• d :• I I 9/9' x J/12• -o7J • 4Q A-pt. oo NQo .o 02 oft a NU/ ova ? w 12 0. a iad 1 SRELI 4 Df 8 ON . . . $. . y � �• .. • POORm I M • • • i i • • • OR fAYCRErf • • . • f • • ♦ • • & __ • • . • • • • F.aC. V.locf ilurncone Zon. MUM e c-. WM MR COUD+ WN OF SWIM 0.0395' OALVAAI z 57EEL SPORM PANEL I" sromm BE sECrtox. ®stun """";"` ; - Y�tt�'tNDtISTRIES.. INC ° mom WALL MOUNTING INSTALLArION "' rsu r_ _ - - E •' SECrION r SM: 3 / 9• _ ,• 7P/.!J .� P E • a OA' 2 DF B • • ••• • • • • ••• J/Jy 8 � �� b � • s • R ! s•• t f An-VMM ra a a • + palm — I so• i•a •• ••• • r as I 4 I SLOW xcett I I t t t a t I c Iow •••• s R • 1 1 1 • ••• • • w • •• • 1 I I !� 1 lush 1 I a • c.� • • • •!• •• AN I� OWt A SAa M ra 14 I I t I I I — y Q aR $ } I + I 1 I J10 5-H14 � �\ffi� oRt4)DR Jr t L 7 JJOB�71t4 qP ' 2' Alms �� Abn. GJE kma soam.v. amaaama , OR V I M Jt� -Nf6 � BOBJ -78 AHOY I } 1 CASE A (Plan) own ' I $ CASE B (Plan) 1 i t scxla: r /a° - ,` ..� scae J /e• - ,• I I 1 • i' E t ! I I VIP �\ 6e• ftxm J m 1 rarxcaEre i ! i I i wit asoo' yg a°, J• X .00 , Jim U-14 OR ! I ! I A !6M wa�rCt ®J a° m" 0 rvx av OR A tJlJ�c¢F3 8 tat secrroa ®AW°R WALL MOUNTING INSTALLATION a•, a•, .asa• ro ALJtrJAU re t tocArtnrt pomp a 5', . =• fad (DIRECT MOUNT) — SECTION 6 A W A T a M -NSa 0w CCONCRM AJ 1 r I WM t 9W MAN 1 BLOCK WALL i I sane : J/s• - r' REOtllRfD 11 t I I i 1 CASE C (Plan ' CASE D (Plan) 1Db1 w I I la^ a m a- gnu W,4M-• 114• - J• SC"' J /a° - r• a ece��oS�. Z .02 ON 7 1 END CLOSURES DETAILS • AM FOR PMOW OF SOMM ` F.B.C. Ni h VelocF Nurrlcane Zoaa sitiam ow BE 6 ca r. W10 r m ANY OOMMIM 0.0398 GALVANIZED STEfL 570RA9 PANSI. 0 ' Swmw • STUD MAX WALL MOUNTING INSTALLATION ' !,! { �� . ..` . `�" . NU —VUE' INDUM= INC. �aor� SECTION 5 S E : J/B - t • NC. J0'' _ a=: a nav trtm's vl / ` m wa mom Ab t arse► J ar 8 MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK WALL STRUCTURES '* MAa•nAr MAMM AAVMM SPAM FOR E R a 3 1/2' « APPUCA E TO amm LOAD MOW PANEfMMS MOMS $ & ifAXl" & a m &W DISTANCE' ty ( ANY CA9eAQ WN LENM 4' (R.) 70 CaVOWW TO MOMY 70 COMOW TO MASONRY TO CONCRETE To MASZP W OF THEN 12' N/A !2' N/A r r ° N /A I {ron) ra• 6. 6. 8" ft t0 r /a 5 r N M 10 WA S. . N/A 7 t/2' N/A 2 (W) MAXIMUM DESIGN PRESSURE RATING " W " (p.s. f.) AN 8 N/A 7 112 — N/A 6' N/A 2 ( 80TTOM) CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE +60.6 -72.0 8 -2 OR LESS 12' MIA 12' N/A rr` N/A 3 (top) 12' 6 r2° 8` !f 10 112 3 (8077710M) RA= Mm P L M mm" 5VAIM 0H APP MAKE TO S Y N/A N/A 1 6 6 5° 6 (TOP/80t m) w G+•e•G1 [SEE SECRDNS) TO � ANY COAWNA V OF Tt•v 12' 61 12 9 rt 10 112 4 (WAOTTOM) +80.0, -72.0 8' -9" OR LE55 2 112~ r to 1/2' N/A it N/A 10 112 N/A t [7v) +460.0, -720 8' -9' OR LESS 3 318 2 12' g 0' 12 8` 10 112 rp° 5 t � M 400. -72.0 >8' -9 OR LESS. 3 t /4' 3 9' N/A 8• N/A 7' N/A 2 (TOP) +60.o, -72.0 8' -9 OR LZ55 J. 4,5 & 6 +60.0, — 720 8° N/A 7' N/A 5 112 N/A 2 (80770M) >8 -2 TO 8 =9' +50.0 —55.0 >8 =9' TO rr' -2 3 3/8' 4, 5 & 8 12' N/A t2' N/A 10 112° N/A 3 [roP) 12` 5 r/2' 12 a' 10 112' 10 3 (90770M) N/A N/A 12' 6 6' 6• 6 (YOP/807710M) r 2' 5 f/2' 12' 8 10 112' to 4 (WIBOMOM) 12' 6' r2 8 1/2 10 112' r0 5 (70P /8o7'm) O, -55.0 N/A N/A t2 6' 6 S' 6 (TOP18071ob4) >8 =9' to If '-2` 12 6 112° 12' 6 112° ro 112° to' 4 (roP/807110M) * SEE SHEET 8 OF 5 FOR ANCHORS nPE & SPAOING FOR PRUrB1JS:P8E19SEfD IWNMnM 7NTD WOOD FRAME 6uILDINYi'5. ** "4wuM ANCHOR SPACINGS ARE YALID FOR 3 t 12' ori- DISTANCE • ��• g� � FOR E D. LESS THAN 3 112' REDUCE ANCHOR SPACING BY FAcry s NsPA o a AIRS ticoOQ x _071 •oIf$ Ac: -0 2 .0 7 PANELMATE IS 2 1/ ?9. FOR 7lRS OPERATION in eE PoSSlBLE RmucE SPAClNC ,ANCHOR W LEGEND 'A0 ED USING FACTOR SHALE. NOT 8E LESS rtA HE LE • • • i • SPACING iNOK'A7ED FOR EACH ANCHOR ME AT ANCHOR LEGEND. • .• • • • • f • • a i 'i• • • • • • • • A0nW E D. FACTOR ANCI,OR. 11?E . SPASNNO i i • • • • • • • i i avmma / aax ae TAPCON/ PANELMaTES 3' • • • • . • • c • VhOwe Hurricane Zone 3' .86 .75 CA1K —tN 2 t /2• 0. 0395' GALVANIZED STEEL STORM Ma DRAwN af" 71 sa *u-" IMMO CS, INC. mar ranva xn & M a t�l s0e tare 05 -287 Tale 0. Ta1JT A: P, l ° bW6a7 4 0f' 8 ` i• � i i i• ' i . • ••• ' / a•° a a a4•rc• 114• r ua 1 r " a ° : r /a• r aco ,,, •a lo o. e7 � � • � 0za'� saw o e• a a w vE�ttonar rb aasrnAT PAAwtaurE w/ 7/6" r x t A� •l •: 1 f • � waoo ArEnaF¢ a/aa• wart NUr a MOERY m fivswe • • • • re mm AS= vZgfafa 7 ftit / a s A�4aE>t i t• f t 91 4 - x3le Is Eo V f x 4 x 1/a' W2 2 ca t �, a I ! I vs i i i . 'vim t soot I r I r •, •• 3 c« a a 'r rom I Lmir aCAW AT AMUM RaMm MR vow mm pop km I I i ro I s ro �� a sEraaaox 1 1 MAW I EMS= moss I 1 I f 2* Uh MWAW MR fift To I f TO SWI Mi MASS I , I I I I psenum ' mAS T RN 1 I I ! r /4 °, tst+ I 1 t /4 r-2o x PVMMMN TO Dow - �r MMOM OF RAW "a SMAMIM 10 y p�DEQw'/ 3 w/ 4 7 0 x l 1 I I I 1 WSYM CIAO I s ra• a s 1 i 1 I 1 I I • rra/a2 ° 1 I rmy fa• a 0 ® 8 f' 7 C-L j i I r wrr s o nm b o 1 I 7 x J lo I I s' •. I I a 8 I w/ wr & w a 8 I $ I I o ova ROLOW 7 Cont i r /a' r am male 1 14° r e caH. SCWENS O a 0. a w / p• x p ,a�A/r�E AM w7/�t7 r r r SQPBVS o e• a s w/ a con W riAT° fN ; °` 6 a . � ®) Ar eaIX4mn! auTS ?• rJ_ s' P41ir ED � g• x _ P1A REGUTAE'D ALT£RNATIV£ 7' a'w E ALTERNATIVE I ALTERNATIVE 3 ALTERNATI 4 "4 ALTERNATIVEE' S CEILING & FLOOR MOUNTING iNSTALLA770H — SECTIONS 8 4�Et I WALL MOUNTING INSTALLA170AM — l t SWE a 4 1 1 I 1 14• 0-0 x�a• a *�abo€e S£CflON A srus : 1p• a r^ / • I s q u a � w aasttaee 02 u a• - aEt tee _ 'wE FM O E M ' rrnrE►a'� a Z AEW 2"x 6' A T. m ee 1+ Pb{6•? " s, �PM,ED m»• ON ° INSTALLATION DETAILS ON .1� MV Na a w/ matwTr o7 a� swot : 4 _ EXISTING WOOD BUILDINGS MM MR COMMM OF F.B.C. (High Vokd + F.rrkone Zone) r 1 a• r LM A � 0.0395 GALVANIZED STEEL. STORM PANEL m " smw o a• a a W/ M 11 L. El C O sbe NU —V11E /NL £S, INC. °' °B PAM OF P= P,+m 5cw�j ras cwa 05-287 ALTERNgT�V£ 2 a l� 4te •� 'r' - fir . �. aAWM b fsur.a. P 1^ x simr a aw a M p il� MMiI DARE CUUNTY, FLORIDA ButLDnvG CO DE coMPLL3NCE 0MC"E tBCCO) ® E-C Fe > Py WES FLA STRUT, SUITE 1603 W0DUC i' CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 BY. -�/-- --- (31141375�24E}I FAX (34x' 1375- .,, o e_amm_ ®.mo_emmme F PTANCE (NOA1 • d • X15 No • • • • • �; , ,� PS under the applicable rules and regulations governing the use of construction materials. ' • • : • • b g teed has been reviewed by Miami Dade County Product Control Division and accepted �.... and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by Ha&gdurisdiction (AM). • Th1'� NSA sha % t Be valid after the expiration date stated below. The Miami Dade County Product Control • • • • • • DiWszea (1n Miami Dade County) and/or the AM (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 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 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 ' -~ Aivardaum Site Hung Wbndaw APPROVAL DOCUMENT: Drawing No. 2736, titled "Alum Single Hung window w/ STD. MTG. Rail", sheets 1 through 7 of 7, prepared, signed and sealed by Robert L.Clark, P.E., dated 12/15 /04 with revision "F", on 09!20/06, 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 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 Wxmination 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 b 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 # 054104.05 and, consists of this page I and evidence page E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaune D. Gascon, P.E. NOA No 06. 0706.04 Explratlon Date: September 30, 2011 1Q Approval Date: October 19, 2006 Page I e PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBM MI) A. DRAWINGS • • 1. Manufacturer's die drawings and sections. .... • • • • • • 2. Drawing No 2736, titled "Series "Alum. Sin Window • • • • • . Sheets 1 throu 9 of 9, � a Hung �j�. �� l ' gh prepared by the manufacture dated 12l15104aith rev sion i '. on 12115104, signed and sealed by Robert L. Clark, P.E. • •: •.: : • • • .....' B. TESTS • • 1. Test reports on 1) Uniform Static Air Pressure Test, loading " " g per ��. �AS 202- along with marked -up drawings and installation diagram of alumiaumsingl4jftrLg • • • • • • window, prepared by Fenestration Testing Laboratory, Inc., Test Report No: FTL- ....:. 3654 signed and sealed by Joseph C. Chan, P.E. : : • "Submitted under NOA # 0590104.05" 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 2411.3.2.1(b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2959, 2901, 29611 2%212963 and 2964 dated various, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 058-0104.05" 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) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4179 dated. April 07, 2004, signed and sealed by Edmundo J. Iargaespada, P.E. "Submitted under NOA # 058 - 0104.05" 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) Forced Entry Test, per F13C 2411.3.2.1(b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared, by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4379 dated 11/04/04, signed and sealed by Edmundo J. Largaespada, P.E. �� a dais D. P L :duct Control Division NOA No 06-0706 .04 Expiration Date: September 30, 2011 E -1 Approval Dates October 19, 2006 I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SLJBNHTTED .. C. CALCULATIONS :.... 0 0 00 1. • r "Revised Anchor Calculations, ASTM - E 1300 - 02, and structural analysis, prepared by "" r $GT Industries, dated 09/20/06, signed and sealed by Robert L.. Clark, P.E. s • • wrrwww • rwrw r r • • wrrrwr b.. QtT�1rI��TY ASSURANCE • • ' :' 1. • • • • Maori Dade Building Code Compliance Office (BCCO). ..... • • wr . wwrr • -E• • 0 M4MIAL CERTIiH'ICATIONS • `Xone. •wwwrr • w w • .:.... F.. STATEMENTS • • • • I. Statement letter of conformance and no financial, dated May 11, 2001, signed by Robert L. Clark, P.E. "Submitted under NOA # 04- 0714.06" 2. Laboratory compliance statement as part of test reports for Test Report no. FTL -2959, 2960, 2961, 2%2, 2953 and 2964, issued by Fenestration Testing Laboratory, Inc., signed and sealed by signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 0440714.06" G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). 2. Notice of Acceptance No. 05- 0104.05, issued to PGT Industries, Series SH-4000 Aluminum Single Hung Window, approved on 03/24/05, and expiring on 09/30/06. — Ame D. Gascon, .E. Product Control Division NOA No 06-07KO4 Expiration Date: September 30, 2011 Approval Date: October 19, 2006 E -2 i GENERAL NOTES: NON - IMPACT WINDOW 1. GLAZING OPTIONS: A 118° ANNEALED GLASS B. IV TEMPERED GLASS C. 3110' ANNEALED GLASS 118' MAX WID 0.19* ANNEALED GLASS F- 3H8' TEMPERED GLASS F. V4' TEMPERED GLASS 48118° MAX FIXED G.10 I.G. GLASS CONSISTING OF (2) LITE$ OF 118° ANNEALED GLASS LITE DAYLIGHT OPENING WITH A 114° AIR SPACE BETWEEN. H. 112° I.G. GLASS CONSISTING OF (1) LITE OF 3118° ANNEALED GLASS AND (1) LITE OF 11W ANNEALED GLASS WITH A 3118' AIR SPACE BETWEEN. ® I. ire I.G. GLASS CONSISTING OF (2) LITES OF 118° TEMPERED GLASS NOA DRAWING MAP WITH A 1!4' AIR SPACE BETWEEN.. J. Ire I.G. GLASS CONSISTING OF (1) LITE OF 311W TENDERED GLASS SHEET AND (1) LITE OF 118' TEMPERED GLASS WITH A 3flW AIR SPACE BETWEEN. GENERAL NOTES ............. I 2 CONFIGURATION IM OX ELEVATIONS .....................1 q14 GLAZING DETAILS ......... 2 MAX DESIGN PRESSURES....... 3 3. DESIGN PRESSURES:' (SEE TABLE 1, SHEET 3) FOtED VERT. SECTIONS.... ........ 4 A E DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS O LITE HORIZ. SECTIONS.......... 4 TABLES ABLES AM E 1300-02. _ DAYLIGHT PARTS LIST ....................... S B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS ]NG EXTRUSIONS .................... 6 TABLES ASTM E 1300-02 ANCHORAGE .................. &7 C. DESIGN PRESSURES LESS THAN 40 PSF ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 AND 7. THE 33 V3 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 6. SHUTTERS ARE REQUIRED WHERE IMPACT RESISTANCE IS REQUIRED. 7 SHUTTERS MUST BE MIAMI -DADS COUNTY APPROVED FOR INSTALLATION MAX IN MIAMWADE COUNTY. HE[ HT 6. SEALANTS: FRAME CORNERS, FIXED MEETING RAIL SEAMS AND VENT CORNED SEALED WITH CLEAR COLORED SEALANT. 34 7. REFERENCES: TEST REPORTS FTL 2868, FTL , FTL 2961, FTL -3 X MAX FTL -3864, FTL-4179, AND FTL•4379. —' -072 DA VENT ELCO TEXTRON NOA: 041.01, 03-0226.08 O INtl ANSVAFBPA NOS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR n RHYrAdYYflli THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 481(8' MAX VENT • DAYLIGHT OPENING OUTSIDE ELEL/A�IOaI • • • • • • • • • • •• • • • •• i•• ••• F f ADDAIRSPACEDU TO tQ GLASS iECIPM � � C?EMd EL!&L�4TlON . ,070TECNNOLOOYDRIVE ' a� J.J. OBN6/06 E CHANQED AWES 9, 4, 7& MAGPACiES. ADD NOTE 8. NOKOA61& FL 31278 rm: • �"'' • • t - FK i?J18A'D6 D REDRAWN &ADDEDALT. EXM. AM CL4W TYPE841 MAP. Pa 80X Im ALU 'SIN 7-L HWG Vvyva7 , S ✓7. mss. KAJL L P.E F.K ia/i5m4 J.J. S NOI(QkBB, FL 34274 Vlsibdy $attar a w.T.s, s 1 •' 7 • F PE #3TM2 • • ••• • • • • • • . :.. " TEMPERED MAN 23 : • � OR T&AP� GLASS • • • • • f ► • • • • • TEMPERED GLASS 51 244, 53 .. . • • • • 0 • 22 a IN. 25 �a° aa. s : • • 3s° MIN. •• • • STE 19 19 19 118" GLAZING DETAIL 3116" GLAZING DETAIL 1/4" GLAZING DETAIL (ORIGINAL DESIGN) (ORIGINAL DESIGN) (ORIGINAL DESIGN) 1tY NOM. 11Y NOM lAr ANNEALED OR TEMPERED GLASS 3118° ANNEALED OR TEMPERED GLASS 04 IW AIR SPAN A O wir AIR SPACE A 55 IN ANNEALED OR TEMPERED GLASS 1l8" ANNEALED OR TEMPERED GLASS 30 30 ar s en7 �i.dlM'liepiq/s Q 31 � 31 19 � 19 112" I.G. GLAZING DETAIL 112" I.G. GLAZING DETAIL �f ORIGINAL DESIGN (ORIGINAL DESIGN) a t F a aaonn Mr rAU& ssOV assssm. GLAZtNGDE7RILS J - 4 semis Ka Oi raas� Acr. OAM. Nac � saM *� F.K 1T/isof D RWM14WnMG.AWAWWALr.GtAZWG0FrAM& P.O.am150 ALUA+1. SING LEHUIVG WINDOW STD, MTG. RAIL_ L P.E. F.K. NW04 J.J. NcacOasis. F7.3arra Vktbty Behar 8tao�o FUp 2 T � 2736 F Sutural COMPARATIVE ANALYSIS: TABLE 1. GLASS TYPES: WINDOW GLASS WINDOW HEIGHT A. 118" ANNEALED FTL 2961, 2883 WIDTH TYPE 28" 36 318" 60 618- or 76" * S. 118" TEMPERED FTL -2961, 2963 A +56.7 1 -80.0 +56.7 -90.0 +58.7 -90.0 +56.7 71.0 +43.8 -43.8 C. 3116" ANNEALED FTL -2960 19 1!8" B,AF +58.7 -90.0 +56,7 -90.0 +56.7 - 80.0 +56.7 -90.0 +58.7 -73.0 * D. 114" ANNEALED FTL -2980 C,D,G,H,I, +56.7 -90.0 +58.7 90.0 +56.7 -90.0 +56.7 -86.0 +56.7 -W.4 E. 3H6" TEMPERED FTL 2969, 4179, 4379 A +56.7 90.0 +58.7 90.0 +56,7 -90.0 +56.7 -63.6 +38.2 -38.2 * F. 114" TEMPERED FTL -20K 4179, 4379 24" B,E,F +56.7 -90.0 +68.7 -no +56.7 -90.0 +56.7 -84.9 +56.7 -83.6 G. 112 I.G. (1/8 AIR SPACE, 110 - A) FTt C,D,G,%I,J +58.7 -90.0 +58.7 -80.0 +56.7 -90.0 +58.7 -77.1 +56,7 -57.9 * H. 112" I.G. (3118 A, 3116 - AIR SPACE,118"A) FTL -3664 A +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -81.6 +36.3 -38.3 * I. 112 - I.G. (1/8"T,114" AIR SPACE, 118"Tj FT1 26112" B,E,F +58.7 -90.0 +56.7 -90.0 +58.7 -90.0 +56.7 -82.1 +56.7 E-W.4 * J 112- I.G. (3116"T, 3118 - AIR SPACE, 118"T') FTL C,D,G,H,I,J +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -74.6 +55.0 " UPGRADE FROM GLASS TYPE TESTED A +56.7 -90.0 +56.7 -0.5 +56.7 -77.8 +58,7 -60.0 +33.8 32" B,E,F +56.7 -90.0. +56.7 -90.0 +56.7 90.0 +56.7 -80.0 +56.4 C,D,G,H,I,J +56.7 9 0.0 +56.7 -90.0 +56.7 -9010 +56.7 72.8 +51.3 51.3 A +58.7 -90.0 +56.7 -73.5 +86.7 -65.9 +56.7 -58.2 +33.0 33.0 37- B,E,F +58.7 -90.0 +58.7 - 90.0 +56.7 -W.0 +56.7 -80.0 +55.0 -55.0 C,D,G,H,I,J +56.7 -90.0 +56.7 1 -90.0 +56.7 90.0 +58.7 -72.8 +50.0 -50.0 A +56.7 -90.0 +56.7 36.5 +56.7 59.3 +48.0 -48.0 +33.0 33.0 40" B,E,F +56.7 -90.0 +58.7 -90.0 +56.7 90.0 +58.7 -80.0 +55.0 55.0 C,D,G,H,I,J +58.7 -90.0 +56.7 90.0 +58.7 -90.0 +56.7 -72.8 +50.0 -50.0 A +56.7 -87.8 +58.7 -80.3 +51.7 -51.7 +48.0 -48.0 +33.0 -33.0 44" B,E,F +5117 -90.0 +56.7 -90.0 +56.7 -89.9 +56.7 -80.0 +55.0 -55.0 C,D,G,H,I,J +56.7 -90.0 +56.7 -80.0 +56.7 - 81.7 +58.7 72.6 +50.0 -50.0 A +58.7 78.3 +56,7 -58.7 +46.3 - 46.3 +42.1 -42-1 +33.0 33.0 48" B,E,F +56.7 -90.0 +66.7 90.0 +56.7 -79.7 +58.7 -70.2 +55.0 -56.0 iM4�• C,D,G,H,I,J +56.7 90.0 +56.7 -86.0 +56.7 -72.5 +56.7 -83.8 +50.0 -50.0 A +56.7 -70.6 +51.2 51.2 +39.9 39.9 +36.3 .36.3 +33.0 e 4r y+ • • • • • • 63118" B,E,F +58.7 1 -87.0 +56.7 -80.0 +58.7 -69.6 +56.7 -60.6 +5*yQ . • i i • s ♦ • • • C,%G,H,I,J +56.7 1 -87.0 +56.7 -77.6 +56.7 -83.3 +55.1 55.1 +50.0 -5U.0 • • • • • * • t FJC 48!10108 F UPGRADE T ABLE dAi'�PRESSl1RES PERASTME f ESI k 4MUR S • • • • • e�� F.K OBnS�09 E REMULMMAXALMATNE' -if TO-W NOKOW%FL 34276 a }�� • FJC f1lf4�4 D F &H(A- GRADES P.O. BOX t&� AL({ S /AI'L I'J�IYG VWND(fVY, D RA1L F. 7?/iS/D4 J.J. 6!28/449 NOKOMA FL 34274 V.A* Better 1 ° �7 , 5 3 •d 7 aw a F SwoLtre! • • ••• • • • • • ••• • • • • ••• • • 1 I MM •• • • • • • •• • • • •• NOTE 8 '-- •—MPK. VENT V%YMGHT OA NM NOTE ••• ••• 09* 00 13 NOTE f 15 3 •.• • • • •• •• F �+1� o FIXED LITE DAYLIGHT O nuo 13 NOTE f r FD(ED LIFE DAYLIGHT OPENIN ESTER 4R q SECTION A-1 ax 6 NOTE 2 HE HT EXTEMOR wTERIOR NOTES: u x 1. WINDOWS ARE EQUIPPED WITH ITEM 13, SWEEP LATCH DA YLIG LOCATED ON THE VENT TOP RAIL OR ITEM 41, BOTTOM T LOCK LOCATED ON THE VENT BOTTOM RAIL. 42 2. WINDOWS ARE GLAZED WITH ONE OF THE FOLLOWING GLASS ITEMS 21, 23, 24, 29, 51,52, 53, 54, 55, OR 56. eospYirl+MlRtrtlrlM 28 41 NOTE f t ci 0 � ` M e � 2 OR 32 12 SECTION B-B R.wft FA F AWITEM988ANOWTONOTE2. E TWONS tJ' aG I iEVxavnM ,iWR8WOVeO.lLnmK*mfxxnwmc s. 'E re sal FX 12MS/Q4 D REORAWNAWADDEDALTOWTHEXTRt13ao F.O.BQxlm ALUM SINGLE HUNG WWNDOW, STD. MTG. RAIL cI•x. RE F. F.K 7Zf31D4 'J.J. fi/QB raDKwaIS.FLSaxTa Visibty SH4000 12 4 a 7 " 2738 F i ITEM DESCRIPTION PGT # VENDOR /MAT - L DWG. 1.138 1 FLAN 82703 OWN 2708 3 2 8�3 2704 2.000 FLANGED 08i . 4 8088- 2706 5 x1 P 781 OR= 2.100 2.000 8 TOP RAIL 2707 2.�7(t 7 VENT BOTTOM RAIL 1 S VENTSIDERAll 4 W � .082 .800 YENTSi 2770 ' 1.160 1 CAM H. d H. 2748 1.389 1 x.780 5 OR 1 ' 878 � 12 CS OR= 13 TCH 71088 * 1.462 1 x. l 6 R m lam— 205p 4.983 18 .1 x N 062 OR = 2.129 17 1 x OR= �a BALAN #2705. TAKE -OUITC P 7 1 E o /, #2703. HEAD i g I #27704, SILL S JAMIB DSB 1 a 0 6063•T6 ` 6063 -T8 6063-76 22 86200 ASCREENOR= 271 23 3l18° G 2T 18' GLASS 083 —� Ir — 28 3H8° tab OR e 27 x 1 QU P 781PQ e 27 1° x 111P OPEN CELL FOAM PAD 28 Y .780 I+— I. G. IW t 1 1 A 30 I.G. GLAZING 2.1 1 G 581 TB 2781 1 Sgt 4 OM L TO 2740 �_— M LO IQ 1.023 VENT BOTTOM ° x 8' FOMGA$W .676 51 1 1J4° 082 At' [I re I.aGLASS M 3M 1.010 55 ig: La i 1 A82 U8 58 112" I.G. GLASS 3H AIR SP a #2751. ALT. SILL 4 #2708, MEETING W63.TO FLAIL, 6063 -T6 (ALTERNATE EXTRUSION) 876 1.882 —►{ .928 If .864 � 1.817 562 .062 1.898 .062 1.157 �- 1.174 Ofi0 s • .928 •' • � w • • ••• •• G) #2707, VENT TOP O #2708, VENT BOTTOM #2709, VENT SIDE #2170 v 4 N 40 Wft70M RAIL, 6083 T8 FLAIL, 6063 T6 FiA1L, 8063 -T6 3T0P, r�663 -TA • • s K T8 I FJC VA2M F AiR8 PACEDalyT0l.G.Gassaec�esrrFn�as ase. m�orECxn�oorowv� P �'L fAN f RLJ6pVS L#W41,2 J.J. a a m La Gx4W 1 NaccMPLUm • • • • DELErED e At SING 1$!NG N W, S7D•M . A!L P.E F.K. tW"4 D UPDATED PARTSUST WID" No$. & = P.0.8Q u „� • • P: Wagari � NOKOMiB, PL 39274 VISO y Bomr SH4 •Nr3/f 5 • 7• o l73s F 8truohttai F.K 72/95/04 J.J. aMW • w •w• • •s ♦ w I CONCRETE CONCRETE • 0 • • • • " ' • • ® 13 M . • • • • • • • •1 CMU CT • • ' ® •Mitt 1 114° MIN. 1 Iw MIN. • • i • • • • • • • 1/4' MAX 8H 114• MAX 8H1 1r4' MAX. SHIM ----►I I • M CONCRETEANCHOR OO SEEE ENCHOR NCREfEANCHOR WOO SEE NOTE 1 , . • • e ® SEE NOTE 1 ® NOTE 1 A MIN. 3IW CONCRETE 1X WOOD BUCK (SEE NOTE 2)—] L. 3kal CONCRETE ,& 2X WOOD BUCK (SEE NOTE 2) OR MII.1.SW CMU OR MIN. 1." CMU (EXTERIOR) (EXTERIOR) (EXTERIOR) DETAIL 1 DETAIL 2 DETAIL 3 KCAL JAMB ANCHORAGE NOTES: I. MbM"ADE COUNTY APPROVED ANCHOR TYPES: 1. ELCO 1/4' TAPOON 2. ELCO 114' SS4 CRETE -FLEX MASONRY SCREWS 3.#12 SCREW AFOR CONCRETE APPLICATIONS IN MIA MI -DADE COUNTY, USE ONLY ABOVE APPROVED 114° TAPOONS OR SS4 Cl;WM -FLEX MINIMUM DISTANCE FROM ANCHORTO CONCRETE EDGE IS 1.75'. FOR WOOD APPLICATIONS USE #12 STEEL, 08 SCREWS OR 114° ELOO SS4 CRETE-FI.EX ANCHORS. Z WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112'. WOOD BUCKS DEPICTED AS 2x ARE 110 THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. WOOD BUCKS LESS THAN 1 1@' THICK ARE OPTIONAL (PRODUCT MAY BE INSTALLED DRE ;TLY TO CONCRETE) mloolliallowillso �qy�y NaMN1111i1 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL. SHALL BE A MINIMUM STRENGTH OF 6I63 -TS AND A MINIMUM OF 1118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF Y11dM{iLi A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW JAMB SIMILAR TO THAT SHOWN IN DETAIL 3 ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHOR QUAIMMS SHOWN IN TABLE 2 SHEET 7 FOR ANCHOR TYPES 1 AND 2 IN CONCRETE MAY BE USED. !L ANCHORS ARE NOT REQUIRED IN THE HEAD OR SLL ( REF. TEST REPORTS FTL -4283 AND FTL4m7 101111Y• a. 831Ar WIDE x 78' HIGH UNITS TESTED TO FULL DESIGN PRESSURE AT THE FOLLOWING SPACING: A JAMBS : S' MAX. FROM COMERS. 8112' BELOW MEETING RAIL AND 17' ABOVE THE LOWER MEETING RAIL ANCHOR 3' MIN. ANCHOR SPACING. 7. FOR INSTALLATION IN MIAMI -DADE COUNTY REFER TO DIMENSIONS OF NOTE 8 AND ANCHOR QUANTIES PER JAMB IN TABLE $ SHEET 7. ADDITIONAL ANCHORS, WHEN REQUIRED, TO BE EQUALLY SPACED ABOVE AND BELOW THE MEETING RAIL BETWEEN THE CORNER AND MEETING RAIL ANCHORS. 8. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME 11470 CONTACT WITH OTHER DISSIMILAR MATERAIS SHALL MEET THE REQUIREMENTS OF FBC 2004, f SECTION 2 � 0X13.8.4 (SUPPLEMENT 21XIS . R!C F W RIE EIXr06t2Ki. ✓9 -0 A Ol`TAQS amtafao �j/ 9�2 t�l ANC HORAQE (?ETAILS .0 oar r:seaNCtwRSHTS ar aNCH094GENOTES I= MOKO .F:L34275 F 12H6M4 REDWIYM'l, tlDATE7J NOTE3a R6NDVED HFAOa 9(LL sEOnoxs P.G. BOX aszs ALUM. SINGLE HUNG WINDOW STD. MTG. RAIL awz�ea• a '�v 3B%12 7K 12n"4 J.J. 8 e1r� aoxawB.Plaana vcutyBeae. SH40M NTS s d 7 2798 F aaret QUANTITY OF ANCHORS REQUIRED EACH JAMB TABLE 2. ® ANCHOR rYPEtsuasTRATE KEY ANCHOWSUBSTRATE WINDOW HEIGHT 30 = #12SCREWINWOOD WINDOW GLASS 28" 38 318" Io 58" or 76" 2M! =1/4 SS4 CRETE - FLEX IN WOOD WIDTH TYPE 3iw 2rw 1,2/C 31W 21W 1,210 3M1 2/W 1,21C 31W 2!W 1,2/C 31W 21W 1,21C 1,210 =114 TAPCON OR IW SS4 CRETE -FLEX IN CONCRETE A 4 4 4 4 4 4 4 4 6 4 4 6 4 4 4 (SEE APPLICATION NOTES AND DETAILS ON SHEET 8) 19118" B,E,F 4 4 4 4 4 4 4 4 6 6 8 6 6 6 6 NOTE. ANCHORS NOT REQUIRED IN HEAD OR SILL C,D,G,H,I,J 4 4 4 4 4 4 4 4 6 8 8 8 6 8 6 GLASS TYPE KEY A 4 4 4 4 4 4 6 4 6 4 4 6 4 4 4 A, V ANNEALED S.118°TEMPERED ?A" OAF 4 4 4 4 4 4 8 4 8 8 8 8 8 8 8 D. C•3H8°ANNEALED 1W ANNEALED C,D,G,H,I,J 4 4 4 4 4 4 6 4 6 6 8 6 6 8 6 E. TEMPERED F. 114 TEMPERED A 4 4 4 4 4 4 6 6 8 B 4 6 4 4 4 G.1lY I.G. (11WA, IW AIRSPACE 1lrA) H. 11T I.G. (3118'A, 3118° AIRSPACE, IAM 26112" %KF 4 4 4 4 4 4 6 6 6 $ 8 6 8 6 6 1. lir I.G. (118"7,114' AIR SPADE, IB"F) J. NY I.G. (3H8"T, 3118" AIR SPACE,1/frO C,D,G,Kl,j 4 4 4 4 4 4 6 6 8 6 8 6 8 6 6 A 4 4 4 4 4 8 6 6 6 6 6 6 4 4 4 32" %MF 4 4 4 4 4 8 6 6 6 6 6 6 6 6 6 CI),G,HI 4 4 4 4 4 6 6} 8 6 6 6 6 6 6 6 A 4 4 4 4 4 4 8= 4 6 6 6 6 4 4 8 37" %KF 4 4 4 8 4 6 6` 6 6 8 8 8 8 6 8 C,D,G,H,I,J 4 4 4 8 4 6 8! 6 6 8 8 6 $ 6 $ A 4 4 4 4 4 4 6 4 S 6 6 6 4 4 8 40" B,E,F 4 4 4 6 6 8 8 6 6 8 8 8 6 6 6 C,D,G,H,I 4 4 4 8 6 6 6 6 8 6 6 6 6 6 8 A 4 4 4 4 4 4 4 4 8• 8 8 8 8 4 8 44" %E,F 4 4 4 8 6 .6 6 8 8 6 6 10 6 6 8 C,D,G,H,I,J 4 4 4 8 1 $ 1 6 6 6 6 6 8 8 6 6 6 MrpeNOe A 4 4 4 4 4 4 4 4 8 6 6 6 6 6 6 48" %KF 4 4 4 6 6 6 6 6 8 6 8 10 6 6 8 C,D,G,H,1 4 4 4 6 8 8 6 6 6 6 8 6 8 8 8 �i1r • • ••• •• A 4 4 4 4 4 4 4 4 4 4 4 6 8 �• ••• • 6318" %FF 1 4 4 4 6 6 8 6 6 8 8 8 8 �• �•• MO• i i• 4 4 4 4 B 8 6 6 $ 6 8 8 6 6 • 9� •• ••• ••• F.K. 1070 022" F 14EVIWrAME OLMNTnEPERAMANCHORMC9. ANGlV 1'tl SPA @b *400NDO TECHNOLOGY Dame IVL FK E REVlBE'ANb UPOA7EANCHORAOEF(MMA7 NOKO?AI9. Ft -34276 l�� At SIN LG HNNG �I 1 _ _ _ Sll i . �, CWK P.E. x f • AK f7/fQ4'M 0 NEWSHEE!'FOR ANCHOR SPACWti. P.O 9.FL34 xx PE #W12 NOICOOS, FL 34274 vt4tt,( �«+' sH4oao r A1rS 7. b 7 • 6 F svucuw FK WSM J.J. • • • • • • • • • • • ••• • • • • • #•• • • •• ••• FORM 60OA -2004R Energy Gall e® 4.5 2 FLORIDA ENERGY EFFICIENCY CO G9 �. I °BUILDING GtJNSTRUGTION �� Florida Department of Community Affairs BY: � - - -- e i ential Whole Building Performance Method A Project ce Enclosure Builder: Address 9 errace Permitting Office: Miami City, Sta i , FL Permit Number. i, Owner: a Ise t ave Jurisdiction Number: 32 J Climate Zone: South 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi- family Single family — a. Central Unit/Split Cap: 9.8 kBtu/hr — 3. Number. of units, if multi- family 1 — SEER: 13.00, Unducted — 4. J4umbe$ot'l�ooms • • • 0 _, b. N/A — ' 3 • • Zs this a uictcase? ' •' : No — — • Ce • Conditionad� Ar area ff) • 438 ft — c. N/A — 0 8. Glass typel and area: (I•abeiregd. by 13- 104.4.5 if not default) — i • �_� • • • • i • • • • •' Description Area 13. Heating systems • • • • •(or Sing1L or Dbuble D}�'E't'U' LwD 7a(Sngle Default) 50.0 ftz — a. Electric Strip Cap: 9.8 kBtulhr • •'tf. SHGC: . • " • i • • • • • • COP: 1.00, Unducted • (or Cleat or 'flt DEFAtt" 7b. (Tint) 50.0 ft- b. N/A 8. I loor typd — • "a' flab- Oo-ti';adetdge Insulation R=0.0, 85.0(p) ft — c. N/A _ •' b. N/A • •• �••� C N/A • • 14. Hot water systems 9. Wall types a. N/A — a. Concrete, Int Insul, Adjacent R =5.0, 338.0 ft' — — b. Concrete, Int Insul, Exterior R =5.0, 268.0 ft' — b. NIA — c. NIA d. N/A _ c. Conservation credits — e. N/A — (HR -Heat recovery, Solar 10. Ceiling types — DHP- Dedicated heat pump) a. Under Attic R=19.0,438.0 ft? 15. HVAC credits _ b. N/A — (CF- Ceiling fan, CV -Cross ventilation, c. N/A _ HF -Whole house fan, 11. Ducts — PT- Programmable Thermostat, a. N/A MZ- C- Multizone cooling, b. NIA — MZ- H- Multizone heating) Glass /Floor Area: 0.11 Total as -built points: 3565 PASS Total base points: 3961 l-� Sc �.7 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 o4 $o Code. calculation indicates compliance PREPARED BY: I�`, o`"�" ®� with the Florida Energy Code. -u ; ° °• `a — I — Before construction is completed DATE 12 - t4y V,90) 9t -5 -t= 3 this building will be inspected for I hereby certify that this building, as designed, is in compliance compliance with Section 553.908 with the Florida Energy Code. Florida Statutes. fi' op We OWNER/AGENT: = _ 2 BUILDING OFFIC DATE: (2 >d -®9 DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pagfis &4. EnergyGauge® (Version: FLRCPB v4.5.2) FORM 60OA -2004R EnergyGauge@ 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 318 NW 111 Terrace, Miami, FL, 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 • • 438.0 30.53 2407.0 1.Single, Tint S 2.0 6.0 25.0 55.34 0.79 1099.0 : V. • 2.Single, Tint E 2.0 6.0 25.0 65.40 0.86 1401.0 • • • • • ' • • • • • • As -Built Total: 50.0 2500.0 .WALL TYPES � Area.X. i3SPM = Points Type R -Value Area X SPM = Points 0.4 wove 9111 • JrWnt • • 3381. • 1.00 338.0 1. Concrete, Int Insul, Adjacent 5.0 338.0 1.10 371.8 E)dejior '. '.: 26810...,' 2.70 723.6 2. Concrete, Int Insul, Exterior 5.0 268.0 2.00 536.0 • •••• • .Bass Total: • • • 806.0 • • • 1061.6 As -Built Total 506.0 907.8 • • A o # • • TOR TY Area &SPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Insulated 20.0 6.40 128.0 Exterior 20.0 6.40 128.0 Base Total: 20.0 128.0 As -Built Total: 20.0 128.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 438.0 2.80 1226.4 1. Under Attic 19.0 438.0 3.72 X 1.00 1629.4 Base Total: 438.0 1226.4 As -Built Total: 438.0 1629.4 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 85.0(p) -20.0 - 1700.0 1. Slab -On -Grade Edge Insulation 0.0 85.0(p) -20.00 - 1700.0 Raised 0.0 0.00 0.0 Base Total: - 1700.0 As - Built Total: 85.0 - 1700.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 438.0 18.79 8230.0 438.0 18.79 8230.0 Summer Base Points: 11353.0 Summer As -Built Points: 11695.2 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 9800btuh ,SEERIEFF(13.0) Ducts: None 11695 1.00 (1.00 x 1.000 x 1.00) 0.260 1.000 3040.7 11353.-0 0.3250 3689.7 11695.2 1.00 1.000 0.260 1.000 3040.7. EnergyGaugen" DCA Form 60OA -2004R EnergyGauge®/FlaRES'2004R FLRCPB v4.5.2 FORM 50OA -20048 EnergyGaugeS 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 318 NW 111 Terrace, Miami, FL, PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point .18 438.0 3.60 284.0 1.Singie, Tint S 2.0 6.0 25.0 4.79 X 46 125.0 2.Single, Tint E 2.0 6.0 4 25.9 5.09 • • 1.08 1 30.0 a • • 00 • • A s- BulltTotal: ;.0. WALL TYPES Area X BWPM = Points Type R -Value °A94.X VMM..r, PdlAV ' 0000.. ma Adjacent 338.0 0.50 169.0 1. Concrete, Int lnsul, Adjacent 5.0 38'.0 • • 0,%0,-- 0 1951 Exterior 268.0 0.60 160.8 2. Concrete, Int Insul, Exterior 5.0 269.6``' o'9b ' Na *000 IN Base Total: 606.0 328.8 As -Built Total: 606.5 DOOR TYPES Area X BWPM = Points Type Area • X V1.P* S Poing Adjacent 0.0 0.00 0.0 1.Exterior Insulated 20.0 1.80 36.0 Exterior 20.0 1.80 36.0 Base Total: 20.0 36.0 As -Built Total: 20.0 36.0 CEILING TYPES Area X BWPM Points Type R -Value Area X WPM X WCM = Points Under Attic 438.0 0.10 43.8 1. Under Attic 19.0 438.0 0.14 X 1.00 61.3 Base Total: 438.0 43.8 As -Built Total: 438.0 61.3 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 85.0(p) -2.1 -178.5 1. Slab -On -Grade Edge Insulation 0.0 85.0(p) -2.10 -178.5 Raised 0.0 0.00 0.0 Base Total: 478.5 As - Built Total: 85.0 -178.5 INFILTRATION Area X BWPM = Points Area X WPM = Points 438.0 -0.06 -26.3 438.0 -0.06 -26.3 Winter Base Points: 488.8 Winter As -Built Points: 523.9 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 9800 btuh ,EFF(1.0) Ducts: None 523.9 1.000 (1.00 x 1.000 x 1.00) 1.000 1.000 523.9 488.8 0.5540 270.8 523.9 1.00 1.000 1.000 1.000 523.9 EnergyGaugeTTM DCA Form 600A -2004R EnergyGauge®/FlaRES'2004R FLRCPB v4.5.2 FORM 60OA -2004R EnergyGauge® 4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 318 NW 111 Terrace, Miami, FL, 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 0 2273.00 0.0 0 1.00 2273.00 1.00 6819.0 • . • •.s • rs • • • • • • ' • As -Built Total: 0.0 • . 0000 • 0 0!0000 0 0 • • s ssssss "" •i•• CODE COMPLIANCE STATUS � s 0000•• 0000 0• 0 606. • • • •• �� •••; AS -BUILT 0 ••s. Cooling•. -P Heating..+ Hot Water = Total Cooling + Heating + Hot Water = Total . .,,.Points . Poirhts Points Points Points Points Points Points 3690 271 0 3961 1 3041 624 0 3566 PASS a'a EnergyGaugeT" DCA Form 60OA -2004R EnergyGauge® /FIaRES'2004R FLRCPB v4.6.2 FORM 60OA -2004R EnergyGaugeO 4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A Details ADDRESS: 318 NW 111 Terrace, Miami, FL, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cknisq.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 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss aa}oint 4mber?" . � «� EXCEPTION: Frame floors where a continuous infiltration barrier isinstalled 0al s aeafed to the perimeter penetrations and seams. • • • Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top Sgor, ground stpftss, chases, «e r Il • soffits, chimneys, cabinets sealed to continuous air barrier, g,g"Ipj' p boarb1 t$lVate; attic access. EXCEPTION: Frame ceilings where a continuous isfiltation barrier I% • � .�� installed that is sealed at the perimeter, at penetrations and seer • • « • Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or norRKAed, installed inside a • sealed box with 1/2" clearance & 3" from insulation; or Type 1CA" < 1.0 FAft from "*�• «• �« conditioned space, tested. . � � • � � � � Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. :.. • . • Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A - 22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or dearly marked cir breaker electric or cutoff s must be provided. External or built -in heat trap required. w0c Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. V 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. EnergyGauge'm DCA Form 60OA -2004R EnergyGauge®/FlaREV2004R FLRCPB x4.5.2 BUILDING INPUT SUMMARY REPORT Title: Salnave Terrace Enclosure Family Type: Single Address Type: Street Address E— Owner. Fertilise Salnave Now/Existing: Addition Lot #: N/A V # of Units: 1 Bedrooms: 0 Subdivision: NIA O Bulkier Name: (blank) Conditioned Area: 438 Platbook: N/A 0 Climate: South Total Stories: 1 Street: 318 NW 111 Terrace Q. Permit Office: Miami Worst Case: No County: 33188 Jurisdiction #: (blank) Rotate Angle: (blank) City, St, Zip: Miami, FL, Floor Type R Val Area/Perimeter Units N # Door Type Orientation Area Units O 1 Stab -On -Grade Edge Insulation 0.0 85.0(p) it 1 1 Insulate! Exterior 20.0 ft 1 0 J # 9ali�ng Type RVaI Area Base Area Units # System Type Efficiency Capacity �• 1 Under AilE' , • • • 19.0 438.0 ft' 438.0 f 2 1 z 1 Central Unit/Sptit,UnduCted SEER: 13.00 9.8 kBtuthr • Z •••• ♦ • J • •••v• 0 ' 4 h' Credit yljtiltjq'{ ipg: N • • • • • V Credit Multipliers: None • 0 0. wall h" a 4,0 L ocati on R Val Area Units # System Type Effici Capacity • 1 Co Mete glpck - int nst16 ♦ ♦ Adjacent 5.0 338.0 ftz 1 Z 1 Electric SNip,UnduCted COP: 1.00 9.8 kBtu /hr �2 ConCre Block - ktt • • • F�cterior 5.0 288.0 ft 1 j • Q • • W • • • • • • • • Credit Multipliers: None • • # Eden Location Lac Ier L # Panes Tint Omt Area OH Length OH Hght Un N 1 Single Tint S 12.5 fe 2.0 ft 6.0 ft 2 H 2 Single Tint E 12.5 ft 2.0 ft 6.0 ft 2 V M Credit Multipliers: None # System Type EF Cap. Conservation Type Con. EF W Q U) # Use Default? Annual Operating Cost Electric Rate 1 yes N/A N/A o �. zz z Rater Name: CodeOnlyPro Class #: 3 Pool Size: 0 V Rater Certification #: CodeOnlyPro Duct Leakage Type: N/A Pump Size: 0.00 hp N Area Under Fluorescent: 0.0 Visible Duct Disconnects: N/A Dryer Type: Electric Area Under Incandescent: 438.0 Leak Free Duct System Proposed: No Stove Type: Electric NOTE: Not all Rating info shown HRV/ERV System Present ?: No Avg Cell Hgt: EnergyGauge® (Version: FLRCPB v4.5.2) Residential System Sizing Calculation Summary Fertilise Sainave Project Title: Code Only 318 NW 111 Terrace Sainave Terrace Enclosure Professional Version Miami, FL Climate: South 12!1812007 Location for weather data: Miami - Defaults: Latitude(25) Altitude(11 ft.) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 5 r. Winter design temperature 50 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter tempe rature difference 20 F Summer tern rature difference 15 F Total heating load calculation 6023 Btuh Total cooling load calculation 6168 Stuh SubmitMheating capacity % of calc Btuh Submitted doling capacity % of talc Btuh :.. Total (E1ecffntrip} 162.7 9800 Sensible (SHR = 0.75) .139.7 7350 ." Latent 270.3 2450 ...... . . • .. . Total 158.9 9800 ...... . 0#090 .00. 0 0000 0 ..... . . ...... WINTER CALCULATIONS • nter Hdh in toad fdr" 4M • . • mta.e9v } • LBad comp§nent ": "' Load . ':' 1Nindow4otal► . 50 - sqft 1270 Btuh • Wail total • • • • • ; 606 sqft 1651 Btuh Door total; • • •; 20 sqft 140 Btuh Ceiling total 438 sqft 429 Btuh} Floor total 85 sqft 2006 Btuh Infiltration 24 cfm 527 Btuh �`"` Duct loss 0 Btuh Subtotal 6023 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 6023 Stuh SUMMER CALCULATIONS Summer Cooling Load for 438 Load cornDonent Load Window. total 50 sqft 2039 Btuh Wall total 606 sqft 1396 Btuh Door total 20. sqft 210 Btuh LetWt hdW, .rc6%} Ceiling total 438 sqft 945 Btuh Floor total 0 Btuh Infiltration 13 cfm 212 Btuh vft Internal gain 460 Btuh Duct gain 0 Btuh Sens. Ventilation 0 cfm 0 Btuh D"r®(3% Total sensible gain 5261 Stuh Latent gain(ducts) 0 Btuh Latent gain(infiltration) 507 Btuh Latent gain(ventilation) 0 Btuh LNar6(23°b} cerM9805%) Latent gain(intemaVoccupants/other) 400 Btuh Total latent gain 907 Btuh TOTAL HEAT GAIN 6168 Stuh EnergyGauge® Systs Sizing Version 8 PREPARED BY:� ` DATE: 5 For Florida residences only EnergyGauge® FLRCPB v4.5.2 System Sizing Calculations - Winter Residential Load - Whole House Component Details Fertilise Salnave Project Title: Code Only 318 NW 111 Terrace Salnave Terrace Enclosure Professional Version Miami, FL Climate: South Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F 12118/2007 � ornponent Loads for Whole House Window Panes /SHGC /Frame /U Orientation Area s ft X HTM= Load 1 1, Tint, Metal, 1.27 S 25.0 25.4 635 Btuh • 1, Tint, Metal, 1.27 E 25.0 25.4 635 Btuh • • • • Wi d *Dotal 50 s ft 1270 Btuh WoOl? ". Type' R -Value Area X HTM = Load "• ' • 1 "" Coicr+ete�lk, - Adj(0.14) 5.0 338 2.7 921 Btuh • 2 • Conq - Ext(0.14) 5.0 268 2.7 730 Btuh •••••• Wdam 606 1651 Btuh •„ D oog Type ... Area X HTM= Load T. '.: InAk"d' Exterior 20 7.0 140 Btuh 0 Door+TeW 20 14013tuh • • • Ceilings Type/EvW /Surface R -Value Area X HTM= Load • 1 • • • Verred•Atfic/L/Memb 19.0 438 1.0 429 Btuh • • • • • .. : Ceilft Total 438 4296tuh Floots ' Type R -Value Size X HTM= Load 1 Slab On Grade 0 85.0 ft(p) 23.6 2006 Btuh Floor Total 85 2006 Btuh Envelope Subtotal:_ 5497 Btuh Infiltration Type ACH X Volume(cuft) walls(sgft) CFM= Natural 0.41 3504 606 23.9 527 Btuh Ductioad (DLM of 0.000) 0 Btuh All Zones Sensible Subtotal All Zones 6023 Btuh HOLE HOUSE TOTALS Subtotal Sensible' 6023 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 6023 Btuh EnergyGauge® FLRCPB v4.5.2 Page Manual J Winter Calculations Residential Load - Component Details (continued) Fertilise Salnave Project Title: Code Only 318 NW 111 Terrace Salnave Terrace Enclosure Professional Version Miami, FL Climate: South 12/18/2007 EQU IPMENT 1. Electric Strip 9800 Btuh • s Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) `• _ ;" "; (Frame types - metal, wood or insulated metal) , . .,. . • M • • • (U - Window U- Factor or'DEF' for default) • , _� • (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types) ' • ' • • + • • • ••• Versign8�s •• ••• ' o ,�Sr,plodda rgsider p as only • �• s •• • s • V Y • EnergyGauge® FLRCPB v4.5.2 Page 2 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Fertilise Salnave Project Title: Code Only 318 NW 111 Terrace Salnave Terrace Enclosure Professional Version Miami, FL Climate: South Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F 12/18/2007 � ornponent - loads for Zone #1: Family Room Window Panes/SHGC /Frame /U Orientation Area s ft X HTM= Load 1 1, Tint, Metal, 1.27 S 25.0 25.4 635 Btuh 1 • • 1, Tint, Metal, 1.27 E 25.0 25.4 635 Btuh : 41`406.: . .•. Wi 50 s ft 1270 Btuh weir? 0 - Type' R -Value Area X HTM= Load '.' 00 1 6608 CoAcpete - Adj(0.14) 5.0 338 2.7 921 Btuh • • 2 Congretg Jilk, - Ext(0.14) 5.0 268 2.7 730 Btuh •••••• A-- Wd 606 1651 Btuh 0 00 •. Dooms Type,... Area X HTM= Load 1'0 '.* Insdlatsd' Exterior 20 7.0 140 Btuh Doc+r*T*W 20 14013tuh •.• IGO CeiJIM� : Typel &W /Surface R -Value Area X HTM= Load • 1 • • • Ver:eo *AWc/L/Memb 19.0 438 1.0 429 Btuh • • • • • ..: Ceilitlq Total 438 42913tuh Floots ' Type R -Value Size X HTM = Load 1 Slab On Grade 0 85.0 ft(p) 23.6 2006 Btuh Floor Total 85 2006 Btuh Zone Envelope Subtotal: 5497 Btuh Infiltration Type ACH X Volume(cuft) walls(sqft) CFM= Natural 0.41 3504 606 23.9 527 Btuh Ductload Supply(R7.3596E20 -), Retum(R6.1678E22 -) (DLM of 0.000) 0 Btuh Zone #1 Sensible Zone Subtotal 6023 Stuh HOLE HOUSE TOTALS Subtotal Sensible 6023 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 6023 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Fertilise Salnave Project Title: Code Only 318 NW 111 Terrace Salnave Terrace Enclosure Professional Version Miami, FL Climate: South 12/18/2007 EQUIPMENT 1. Electric Strip 9800 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) : ' • " "" (Frame types - metal wood or insulated metal) w • • • • • • • • • • (U - Window U- Factor or'DEF' for default) • ,�� • • (HTM - ManualJ Heat Transfer Multiplier) • • « • • • • • Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types) • • Off Versiqn S • • ' • fir morida r only. • «s�Ae1w • •••••• M +1 • w • • • • r r • • •. t iii••• EnergyGauge® FLRCPB v4.5.2 Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details Fertilise Sainave Project Title: Code Only 318 NW 111 Terrace Sainave Terrace Enclosure Professional Version Miami, FL Climate: South Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F 12/18/2007 Component Loads for Whole House Type* Overhang Window Area(sqft) HTM Load Window Pn/SHGC /U /InSh/ExSh/IS Omt Len Ho Gross Shaded Unshaded Shaded Unshaded 1 1, Tint, 1.27, B -M, N,N S 2ft. 6% 25.0 25.0 0.0 25 27 626 Btuh 2 1, Tint, 1.27, B -M, N,N E 2ft. 6ft. 25.0 0.0 25.0. 25 57 1413 Btuh • Yyindovi Tgg61 50 (sqft) 2039 Btuh • • *:Walls,,, Type 0 , 0 ; R- Value /U -Value Area(sqft) HTM Load ... . • 1 '.. d roncrete.Blk, - Adj 5.0/0.14 338.0 2.0 691 Btuh ' 2 . Concrete;.Qlg,. Ad 5.0/0.14 268.0 2.6 705 Btuh .:... Wall TotaL .. 606 (sqft) 1396 Btuh .... Doors. ype ...... Area (sqft) HTM Load • • • • 1 • • Insulated�AW Vr 20.0 10.5 210 Btuh • . 00 • Door Totat • • 20 (sqft) 210 Btuh • Ceilings• Type /C5kM0rface R -Value Area(sqft) HTM Load 1 . •' Vented AAiWg%lV1embrane 19.0 438.0 2.2 945 Btuh Veiling foidr 438 (sqft) 945 Btuh 00 0 "� F loowo • ype R -Value Size HTM Load 1 Slab On Grade 0.0 85 (ft(p)) 0.0 0 Btuh Floor Total 85.0 (sqft) 0 Btuh Envelope Subtotal: 4589 Btuh Infiltration Type ACH Volume(cuft) wall area(sqft) CFM= Load SensibleNatural 0.22 3504 606 23.9 212 Btuh Internal Occupants Btuh /occupant Appliance Load gain 2 X 230 + 0 460 Btuh Sensible Envelope Load: 5261 Btuh Duct load (DGM of 0.000) 0 Btuh Sensible Load All Zones 5261 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Fertilise Sainave Project Title: Code Only 318 NW 111 Terrace Sainave Terrace Enclosure. Professional Version Miami, FL Climate: South 12/18/2007 W HOUSE TOTALS Sensible Envelope Load All Zones 5261 Btuh Sensible Duct Load *, • "®. Btuh Total Sensible Zone Loads 5201.ptuh Sensible ventilation 0' Btuh 0 404 0 000000 0000. . .... Blower 4k «. 8 . tuh . !0♦ # 00 00000 Whole House Total sensible gain 0.. ' Stfi1 Ptuh : 0000.. Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) . "' " 507' Btuh ' 000000 0. •• 60.000 Latent ventilation gain 0 • e .M Lb Auh • i 0 0 00.00. Latent duct gain ; • 8• ftuh Latent occupant gain (2 people @ 200 Btuh per person) 400 Btuh Latent other gain 0 Btuh Latent total gain 997 Btuh TOTAL GAIN 6168 Btuh EQUIPMENT 1. Central Unit/Split LG #LSN090HE(Outside)LG #LSU090HE(Inside) F 9800 Btuh "Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF' for default) (1nSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) a (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 2 System Sizing Calculations - Summer Residential Load - Room by Room Component Details Fertilise Salnave Project Title: Code Only 318 NW 111 Terrace Salnave Terrace Enclosure Professional Version Miami, FL Climate: South Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F 12/18/2007 Component Loads for Zone #1: Family Room Type* Overhang Window Area(sqft) HTM Load Window Pn/SHGC/U /InSh/ExSh/IS Omt Len HM Gross Shaded Unshaded Shaded Unshaded 1 1, Tint, 1.27, B -M, N,N S 2ft. 6ft. 25.0 25.0 0.0 25 27 626 Btuh 2 • • 1, Tint, 1.27, B -M, N,N E 2ft. 6ft. 25.0 0.0 25.0 25 57 1413 Btuh • indo Tgj;gl 50 (sqft) 2039 Btuh • • *:Walls... aype '. • ; R- Value /U -Value Area(sqft) HTM Load 0 1 ... Ancrete.Bik, - Adj 5.0/0.14 338.0 2.0 691 Btuh . 2 . Concrete.QlQ, 5.0/0.14 268.0 2.6 705 Btuh Wall Tot;L .. 606 (sqft) 1396 Btuh .. .. Door pe ...... Area (sqft) HTM Load •.. .. 1 • • Insulated -prior 20.0 10.5 210 Btuh • • * • floor Tout • • • 20 (sqft) 210 Btuh • Ceilings* Type /Ce"arface R -Value Area(sqft) HTM Load '; • " 1 „*' V$nted AVc7Cg 19.0 438.0 2.2 945 Btuh • ' Coiling Totdr. 438 (sqft) 945 Btuh 'Floors►. pe R -Value Size HTM Load is 1 Stab On Grade 0.0 85 (ft(p)) 0.0 0 Btuh Floor Total 85.0 (sqft) 0 Btuh Zone Envelope Subtotal: 4589 Btuh Infiltration Type ACH Volume(cuft) wall area(sqft) CFM= Load SensibleNatural 0.22 3504 606 12.8 212 Btuh Internal Occupants Btuh /occupant Appliance Load g ain 2 X 230 + 0 460 Btuh Sensible Envelope Load: 5261 Btuh Duct load Sup 1 (R7.3596E20 -), Retum (R6.1678E22 -) (DGM of 0.000 ) 0 Btuh Sensible Zone Load 5261 Stuh EnergyGauge® FLRCPB v4.5.2 Page 1 Y Manual J Summer calculations Residential Load - Component Details (continued) Fertilise Salnave Project Title: Code Only 318 NW 111 Terrace Salnave Terrace Enclosure Professional Version Miami, FL Climate: South 12/18/2007 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 5261 Btuh Sensible Duct Load 0 00 0 • •8' Btuh • • &&#* • • Total Sensible Zone Loads . 52 §1.Ptuh , „•,• 4040 Sensible ventilation 0000 0 Btuh ' • . •• 4, . 4040.... Blower •rir r 0.00• 4040. . .. 00 4,4, Whole House Total sensible gain 0 40 0• 4 ' St$1 J3tuh , , ••0••• Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) `• `: ` 507” Btuh ' •••e • • •• •s••4,• Latent ventilation gain • 8 �tuh • Latent duct gain 0.6* ff Latent occupant gain (2 people @ 200 Btuh per person) 400 Btuh Latent other gain 0 Btuh Latent total gain 907 Stuh TOTAL GAIN 6168 Btuh EQUIPMENT - T 1. Central Unit/Split TLG #LSN090HE(Outside)LG #LSU090HE(inside) 9800 Btuh "Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) _ (U - Window 1.1-Factor or'DEF' for default) (inSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 2 Residential Window Diversity MidSummer Fertilise Salnave Project Title: Code Only 318 NW 111 Terrace Salnave Terrace Enclosure Professional Version Miami, FL Climate: South 12/18/2007 Weather data far: Miami -Defaults Summer design temperature 90 F Average window load for July 2033 Btuh Summer setpoint 75 F Peak window load for July 3162 Btuh S*%ner temperature difference 15 F Excusion limit(130% of Ave.) 2642 Btuh • • • • s Lai • • • • • • 25 North Window excursion Jul 520 Btuh ...... .... . . WINDOW Average and Peak Loads • • ` +• Lilt W cursion \ ti 2000.00. 12 Hour Average � � 1504.00 00.0.00 500.00 0.00 a'. M. 1[! 12 2 P.m. 4 P m. B p.m. 8 . M. a.m. Total July Window Load(Radiation and conduction) This application has glass areas that produce large heat gains for part of the day. Variable air volume devices are required to overcome spikes in solar gain for one or more rooms. install a zoned system or provide zone control for problem rooms. Single speed equipment may not be suitable for the application. EnergyGauge® System Sizing for Flori residences only PREPARED BY: -;::. -- 4 DATE: -Z EnergyGauge® FLRCPB v4.5.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 889 The higher the score, the more efficient the home. Ferfillse Salnave, 318 NW 111 Terrace, Miami, FL, 1. New construction or existing Addition 12. Cooling systems 2. Single family or multi- family Single family _ a. Central Unit/Split Cap: 9.8 kBtu/hr J 3. Numbgspf units, if multi- family 1 _ SEER: 13.00, Unducted . 4. • Numb4 of Rodirooms • • • 0 _ b. N/A _ • :Is this a worA case? • • • s No • 0 f» • •Condit*on"4or area%Wz 438 ft _ c. N/A • A. Glass type and area: (f 1111e1 idtld. by 13- 104.4.5 if not default) ._.... • • • hV-•U -facgo •. •: • • • • • • Description Area 13. Heating systems • • • • • (or Single or Muble D?,?A17LT) 7a(Sngle Default) 50.0 ft a. Electric Strip Cap: 9.8 kBtu/hr • • 00.'SHGC;. • • • i • *000 • COP: 1.00,Unducted �.. •.: (or Clear or "ht DEFAa 7b. (Tint) 50.0 ft _ b. N/A 8. 'Floor types • • i. • • 0 0 4 ' Slab- Or -�e dge I Aula� on R=0.0, 85.0(p) ft _ c. N/A o • _ b. NIA • • 0 *00000 /A • : • • • : • _ 14. Hot water systems 9. Wall types a. N/A _ a. Concrete, Int Insul, Adjacent R=5.0,338.0 fl? b. Concrete, Int Insul, Exterior R=5.0,268.0 ft _ b. N/A c. N/A _ d. N/A _ c. Conservation credits _ e. N/A _ (HR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R=19.0,438.0 ft' _ 15. HVAC credits _ b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts PT- Programmable Thermostat, a. N/A 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 Construction through the above energy saving features which will be installed (or exceeded) .yam s�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: Address of New Home: City/FL Zip: +fib WIL� *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is no t a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPAIDOE EnergyStar your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638 -1492 or see the Energy Gauge web site at www fsec. ucf edu for information and a list of cert ified 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 ou ttp� ut on ages 2&4. EnergyGauge® (Version: FR W.5.2) � a �s Miami Shores Village #t 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 B ' Phone: (305)795- 2204 1 Expiration 1012712008 Project Address Parcel Number Applicant 318 NW 111 Terrace 1121360010570 Miami Shores, FL 33168 -3340 Block: Lot: FERTILISE SALNAVE Owner Information Address . Phone Cell FERTILISE SALNAVE 318 NW 111 TERR MIAMI SHORES FL 33168 -3340 Contractor(s) Phone Cell Phone Valuation: $ 3, 000.00 SCIENTIFIC CONSTRUCTION GROUP (786)587 -9728 Total Sq Feet: 438 Approved: Yes Available Inspections: Comments: Inspection Typ Date Approved: 1/31/2008: Yes Insulation Date Denied: Drywall Screw Type of Construction: ADDITION Occupancy: Single Family Shutter Attachment Stories: ENCLOSURE Exterior. 2202 Slab Front Setback: 28.45 Rear Setback: 25.65 Window Door Attachment Termite Letter Left Setback: 12.18 Right Setback: 9.90 Bedrooms: 2 Bathrooms: 2 window cells column Window and Door Buck Plans Submitted: Yes Certificate Status: Framing Certificate Date: Additional Info: Shutter Final Bond Retum : Classification: Residential Ceiling Grid Final PE Certification Fees Due Amount Total Amt Paid Amt Due ra Bean, CCF $1.80 CO /CC Fee $50.00 $ 0.00 $ 0.00 $ 0.00 DBPR Surcharge $2.19 Education Surcharge $0.60 Payment Type: Permit Fee - Additions/Alterations $265.00 Plan Review Fee (Engineer) $60.00 Plan Review Fee (Engineer) $60.00 Radon Surcharge $2.19 Scanning Fee $24.00 Technology Fee $7.12 Total: $492.90 SAY 0 8 2008 CfC4! nVl' MIAMI SHORES VILLAGE 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. April 30, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Wednesday, April 30, 2008 1 s Scientific Construction Group Inc. Certified General Contractors Lic. # CGC 1505943 1251 NE 209 Terrace Miami, FLA 33179 Phone (786) 587 9728 Fax (305) 654 8779 TERRACE ENCLOSURE PROPOSAL 03118108 Mrs. FERTILISE SALNAVE 318 N.W. 111' TERRACE Miami Shores, Florida 33168 Phone: (305) Dear Madam: We propose to provide our services to furnish all the equipments, labor, and materials necessary to transform your terrace to a regular room as indicated on the floor plan. A) Level projected floor to match the existing one. B) Carpentry and concrete work. C) Install Windows and doors. D) Walls and Ceiling 1. Install wall and ceiling insulation 2. Install drywall 3. Finish and paint ceiling and walls. E) Flooring 1. Install ceramic tile 2. Baseboard F) Install light fixture and fan G) Clean up and Remove all construction debris All of the above work to be completed in a substantial and workmanlike manner for the sum of: NINE THOUSAND, FIVE HUNDRED DOLLARS ($9,500.00). Scientific Construction Group Inc. Certified General Contractors Lic. # CGC 1505943 1251 NE 209 Terrace Miami, FLA 33179 Phone (786) 587 9728 Fax (305) 654 8779 Florida Room PROPOSAL 1 03/18/08 • Any alteration or deviation from the above specification involving extra cost of material or labor will only be executed upon written order for same, and will become an extra charge over the sum mentioned in this contract. All arguments must be made in writing. • Due to unstable market trends these prices cannot be held indefinitely, therefore, in the event of changes they will be verified at signing. • The contractor agrees to carry workman's Compensation and Public Liability Insurance, as required by the U.S. Gov't. and the state of Florida. Terms & Conditions 35 % At signing of contract $3,325.00 25% When Permit is ready $2,375.00 40 % Upon completion $3,800.00 Total $ 9,500.00 Acceptance You are hereby authorized to furnish all material and labor required to complete the work in the above proposal, for which the undersigned agrees to pay the amount mentioned and according to the terms thereof. Signed ' Date (Owner). Signed Date 3 Z YAa ontractor) 02/05/2008 10:42 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES IM 001 ax�a TX REPORT �eaa TRANSMISSION OK TX /RX NO 1648 RECIPIENT ADDRESS 93052329435 DESTINATION ID ST. TIME 02/05 10:38 TIME USE 04'14 PAGES SENT 2 RESULT OK Miami Shores Village S-vv.,&vi I ftlAwt Duilding Depa rtment EC 2 2987 l# i `t ""` t 10050 N.E.2nd Ave nue, Miami Shares,.Flarida 33I38 »» SWAM Tel: (305) 795.2204 Fax: (305) 756.8972 o�Z � o� �,�^� ut -� BUILDING 4C4 19 No. �° PERMIT A,PPIIICA�TIC} Master Permit N o. FBC 2004 Permit Type (circle) Building Roofing Owner's Name (Fee Simple ttleholder) i�7_T11,�``'Z _ �1` "& ., Phone # � & W �I b Owner's Address City State _ ,�' L, Zip 4 j _ Tenant/Lessee Name Phone # Job Address (where the work is being done) :�5 ifs ttd y4/ Ili 7i ?.-F C�f1_ City Miami Shores Village County Miami -Dade Zip :K s / & FOLIO / PARCEL # "" �Z , -�?�� ^• " Is Building Historically Designated YES NO Contractor's Company Name A v i r, Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) _ Phone # 105; r j' '^�.d�,.ra'18�.'S�yt G^ttLc3u� ,tfi�rG. f Value of Work For this Permit $ Square / Linear Footage Of Work: c L Type of Work: Xddition 54AIteration ❑New ❑ Repair/Replace El Demolition Describe Work•, + 01 #22/2008 10:42 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES IM 001 TX REPORT s*:s TRANSMISSION OK T% /RX NO 1570 RECIPIENT ADDRESS 93052329435 DESTINATION ID ST. TIME 01/22 10:42 TINE USE 00'34 PAGES SENT 1 RESULT OK Miami Shores 'pillage Building Department I OfISn I�:la:2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0 7-2 °2Y/ Joie Name Date g p BUILDING CRITIQUE SKEET IL e L) �G 4 Y t r Planni"ng and Zon"ng Criterila -12 Miami Shores Village Permit NOR -07-2524 C 10050 N.E. 2nd Avenue ....... . . . . . . . . . . . . . 11.0 .......................... ... ........ Miami Shores ................... :....;:::: » :: ...................... .......................... ................................................ , FL 33138 ................ .... Phone: (305)795-2204 Fax: (305)756-8972 to Issue Date: Not Issued Expires:Not ISSUe Folio Number: 1121360010570 ................................................................................................................................................................................................................................................................................ I Owner's Name: FERTILISE SALNAVE Owner's Phone: I Job Address: 318 111 Terrace NW Total Square Feet: 438 Miami Shores, FL 33168-3340 Total Job Valuation: $3,000.00 . . ....... . ..... . . ................................... ......................................... ...... . ....... i Contractor(s) Phone Primary Contractor HOMEOWNER Yes ..... . . . . . . . Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 1/31/2008: Yes Comments: 02/05/2008 09:43 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES IM 001 �xe�k�kkkk8xe� &xc�kxesK�xexexe�&��S xexesk TX REPORT sk �c�e ��kkxe��k��kmxexexe�k�kk�kk��kxe TRANSMISSION OK T% /R% NO 1645 RECIPIENT ADDRESS 93052329435 DESTINATION ID ST. TIME 02/05 09:42 TIME USE 00'40 PAGES SENT 1 RESULT OK is pores Village DEC i vmwi QA0. mi lding D epartment "`ftle 10050 N.E.2nd Avenue, Miami Shores,. Florida 3313$ ,.m4... �� Tel: (305) 795.2204 Fax: (305) 756.8972 IJII.i)ING s Permit lvo. PERMIT APPLICATIO Master Permit No. FBC 2004 Permit Type (circle) Building Roofing Owner's Name (Fee Simple itleholder) � - Tt1 t SZ <,Ad � Phone # S &o° �3 220— Owner's Address City State Zip 1 6 Tenant/Lessee Name Phone # Job Address (where the work is being done) t City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # I — 2, 15 �, a- 000 ° Is Building Historically Designated YES NO X Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) D 1 c 7 _ Phone # Value of Work For this Permit $ Square / Linear Footage Of Work; c L Type of Work; Xddition RAlteration ❑New ❑ Repair/Replace ❑ Demolition noverihe. Work: t^6 C..l i D� ; roll -a v 4 ° M WI ll �i� #t2ctt��s �� IL Yi�� a z�d is ru ` ikctr $�� t�iCQft1i1atSaf[til�iitJ k - tom'* - k..� z. .`"� -�- 4�'`x`, •e." �titi¢ rs it�3 �� d ' fir=;. rya >'• t ' °v�+- x �� - ,, i } - s `" h Uhl ` W A ' NSO�� (y � � WN AT`i'QINLY ' BERE t No tce ter pl dint Ys ct nrtdtti n to the tsstr nc of a Stet c frig peM- 4- 1.1 dt� t n ted u - � 7 # t a tint prdtntse , , "W rt thct FPP oche q�rc ar trn�c me t tx t = r t trttc F whose prr erty r�„ jet °10 tzttu lint ntr.Also, rc- e4 cyiy Vthe ec�dedni t e e cinen t e asi ct t t r tte or the rst tns a `ttan a�litc i vccuxs seven (7 s t r tote ittt�ldan ° ermtx t ick to r a �n i % e f totl e the ' 8p tiyspeetton "wttl nat be approt� d and a rear r ecttora ee milt he charW , r d. 4 ignatur = = ignI4t, .. O i0�0T_ant g Ttie or o" i1g i ' st i t as Tc io 1 aged f rt e tt s Tf foi r iiig i ts# i�aenl has �1 � g � � e tie ii day Of : 2 y ho Is Per "s�na� y Ittovii to to gr;vlic Iran protceI w:ho is Persottaly P , W T xtc� iiie cr Etas p ©de�ti t2 �i on A ��s i eritr�itr�it ati� rho slid take an oath OTARY'[7BLIC: N C *y, Sign: ° 5 'sign: Print: ,mo Print: My,Comrnission Expires: My aiizm ssto' Expires: fix, xic �Y>k x, ,x r,.�$: ak a;+xsF aFxx x�x�r, a,.,xs,.xac �,c Xrxoesexxxxa�4tigdi�xxag rxx xr, �.; rxxx* x��xxxr .�ag��xx:;ex:��x_;��x}�� -mac =F �e�c�x:Fx�c>e;Fxx�d��„�x �xsr��: Q APPLICATION APPROVED BY: _ Plans Examiner N ; Engineer j +$ tF AA Z oning (Revised 07/1 0/07) lvllallll OHM CJ V 111agu Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 177- 7-S Z ¢ Job Name sq�Ayc Date N2 G/B7 /) 6le STRUCTURAL CRITIQUE SHEET r A UK f � Of 6XIV r�� ' ��rs, f�'�ol � ' rrs o ant . / llit O a� oa S G n' df v 12 o!' " ox u 2 a" f 1 c ttr — r fly t8' Li St4" 0 �t OH o eah, ,fm is�' e it 07� r �role mew �d� s are .�O he of sOnMc s trxr o�� of o rsf Su mrf Arr��ar'a a a�� n� W4& On Aocmd- 66r;y14h A Xb 0 Ai o r h ead , r 12 T l3 �/ , • = 'I..1.3 r�c 3 x % 4S (exiehd /b .idy ro. ea. eoof— , z#1 cveldcr4 fv A"S,) 0� 4 k Win Q/ fag Ca%Ce Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 Permit No. Job Name ELECTRICAL CRITIQUE SHEET X o� A 40 _ � C� t. i Miami Shores e Villa .t g Building e artmen g p t 10050 .NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT E PERMIT ##; -U�� DATE: O I, LAr!A 7 - IN ❑ Contractor ❑ Owner ❑ Architect is ced up 2 sets of plans and of �- 6 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: DEPARTMENT OF PLANNING AND ZONING IMPACT FEE RECEIPT PROCESS* BM1102624.0 BATCH: COLLECTION NO.: 95543 FOLIO* 11213 90570 SITE ADDRESS: 318 NW 111 TERR FEEPAYER: FARDIN, STANLEY DATE 02i12J 12934 SW 133 CT MIAMI FL 33186 FEE DIST. CAT. CATEGORY UNITS FEE EXTENDED TYPE ID CODE DESCRIPTION A t4f AMOUNT 50M •�rww• �rwrw�wwrw��w�ww�ww •�s�w �w��+•��rw�w�w�rwwwrw�lw�• ,a� •��r �. �fM�_�_w� AREA 1.0 00 UNIT SRE (SQ V.7, F) 430 80 40408 TOTAL AMOUNT DUE $40208 PAID CHECK: $40208 PA® CAM $0.00 IFSRP_0005T tr. I�ui s� V doge 10050 NE 2 nd Ave Miami Shores, FI 33138 OR1` Phone 305. 795 -2204; Fax 305.756.8972 www.miamishoresvillage.com FAX TRANSMITTAL COVER SHEET DATE: O TO: oTa-A I y FAX z3z - � FROM: MONICA DIAZ FAX (305) 756 -8972 Number of pages including cover: , 2 Importance: normal Y : urgent : please reply ; review ; recycle MESSAGE: W's vT' x 1nugu is Inc, Cod Of rr�f qu& wkic,4 wA 3 if 'L'�c�wwl Z.. IM(idti'I IUi� �[rl�ttcs.� j ,'�, �Nr�t�• of cA Regards, MONICA LISSETH DIAZ Bldg Dept Permit Clerk (DIAZM @MIAMISHORESVILLAGE.COM) Miami Shores V i l 1 age s - Building Department Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 7- ?-5 zq Job Name ' 4 itIA&U' Date g d , BUILDING CRITIQUE SHEET fe Av oo 1 0 1 Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 05/07/2008 14:58 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES [A001 xe�k��k��k�Kxe�k� &xc�kxexe�k��kxe�&�kxe >k ak TX REPORT xc TRANSMISSION OK TX /RX NO 2024 RECIPIENT ADDRESS 93052329435 DESTINATION ID ST. TIME 05/07 14:57 TIME USE 00'53 PAGES SENT 2 RESULT OK iM rim M4 14050 NE 2nd Ave Miami Shores, Fl 33138 Rhone 305. 795 -2204; Fax 305. 756.8972 www.miamishoresvillage.com FAX TRANSMITTAL COVER SHEET DATE: _N, 08 TO: �1aA1 q I FAX 23Z ~ q FROM: MONICA DIAZ FAX X305) 756 -8972 Number of pages including cover: Importance: normal ; urgent ; please reply ; review ; recycle MESSAGE: r `"C�o the fii�rc c +, QWA moo i 0 , uki ca( b 1 s (Mitt �r Regards, MONICA LISSETH DIAZ U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERT ° g OMB No. 1660 -0008 Expires February 28, 2009 'Federal Emergency Management Agency f National Flood Insurance Program Important: Read the instructions p 0 -8. 00 b i 4-0007952-4 . S N A - PROPERTY INFORMATION Fc Itunce Cvmprry to Al. Building Owner's Name Ntfmber FERTILISE SALNAVE m v A2. Building Street Address (inclu i g A g. No.) or P.O. Route and Box No. Godn►n)r NAFG Nurnlzer 318 NW 111 TERR City State ZIP Code MIAMI SHORES "' � FL 33168 A3. Property Description (Lot and c b ' , ' x Par umber, Legal Description, etc.) Falio#: 1121360010570 Lot 9, Block 3, of NEW!4q I E4 according to the plat thereof as recorded in Plat Book 51, Page 80, of the public records of MIAMI -DADE county, Florida. A4. Building Use (e.g. Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 250 52 38.84° Long. 80 12' 13.60 Horizontal Datum: E]NAD 1927 ❑X NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) N/A sq ft a) Square footage of attached garage 220.00 sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade N/A walls within 1.0 foot above adjacent grade N/A c) Total ne are of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bl. NFIP Community Name & Community Number B2. County Name B3. State MIAMI SHORES 120652 MIAMI -DADE AL•• B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood 89.43ase Flood evation(SMLaV Date Effective/Revised Date Zone(s) " 'AO, ust J b & ig J good depth)* � 12025CO090 J 07/17/1995 03/02/1994 X 0 N/A 0 *0000 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. •••• 0000 • • E]FIS Profile OX FIRM Community Determined Other (Describe): • • • • B11. Indicate the elevation datum used for BFE in Item B9: FX NGVD 1929 E] NAVD 1988 Other (Descy ilee4 �: • B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? a onwts • „ ®No 0 Designation Date: CBRS []OPA • • • • • • . , • SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) • • 0000 Cl. Building elevations are based on: 0construction Drawings* Building Under Construction* 00 64hishedDtAsnction • • *A new Elevation Certificate will be required when construction of the building is complete. 00 0 C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item AT Benchmark Utilizod 3 K, 3120 _, _ Vertical Datum NGVD 1929 Conversion /ComrYeq N/ 1 { T l „ } Check the measurement used. a) Top of bott ortl#lk3af(tncludut tsemerrt kir�wl,�pre ore ogure floor) 11.93 QX feet meters (Puerto Rico only) b) Top of the rtet Figher floc)i " , N/A X feet meters (Puerto Rico only) c) Bottom 0 1 on prF)a truct irak'! (1/ z ttcf nly) N/A nX feet meters (Puerto Rico only) d garage ( ara e Attached Y o€ a 9p * 11.33 0feet meters (Puerto Rico only) e) Lowest elevation of rnatr)iind il�%`me it ryiOr ' 1 a building 11.53 [E feet meters (Puerto Rico only) (Describe type of # quipmer in Cgmtnent j :`' { 2> <; f) Lowest adjacent (finished) grade (LAG) 11.18 ❑X feet R meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 11.30 ❑X feet meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and seated by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. #k6437 O1t07 2008 I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1009. XnCheck here if comments are provided on back of form. Certifler's Name License Number o�` c,s L ; R IB ARRA 6437 r • -wk` Title Company Name ° '' PR LA ND SUR NOVA S URVEYORS, INC. l„STATE LW- c :t Address City State ZIP Code , 5582 N.W. 7TH STRE SUITE 202 MIAMI FL 33126 Signature Date Telephone 01/07/2008 (305) 264 -2660 FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A 4- 0007952 -4 Fot liurantCompalty Use Building Street Address (including Apt., Unit, Suite and /or Bldg. No.) or P.O. Route and Box No. Po1i Ntirr�t�er 318 NW 111 TERR City State ZIP Code e yFy NufrttieT MIAMI SHORES FL 33168 SECTION D SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Section C 2(e) lowest elevation machinery is the A/C pad. Signature Date %.- 01/07/2008 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B. and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. in Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grate (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is feet n meters Flaboveor below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is feet meters Flabove or FIbelow the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is Ofeet Elmeters nabove or El below the HAG. E3. Attached garage (top of slab) is Ofeet Ometers Oabove or Obelow the HAG. E4. Top of platfnrrg pigiachinery and /or equipment servicing the building is Ofeet Ometers Oabove or Obelow the HAG. E5, �F�q gene ACrwgy; Ono flooddepth•number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management %rdinance? Me �s: O Nb Q Unknown. The local official must certify this information in Section G. SE); AQb4F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION Thi �fdpbily owner"ownees autlwked representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community issued BFE) or Z e must Si ' Q4 �/�Q gG p��'e. The stafeeOnts in Sections A, 8, and E are correct to the best of my knowledge. PrdR3Owners,or werersAuthorec�Representative 'sName AIMISE SALNAVE A : * 0 * * *318 V '1'1:6 TEj ' City State ZIP Code MIAMI SHORES FL 33168 "' • • • 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 items) and sign below. Check the measurement used in Items G8 and G9. G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMR issued or community- issued BFE) or Zone AO. G3. The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: F New Construction OSubstantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: Ofeet Ometers (PR) Datum: G9. BFE or (in ZONE AO) depth of flooding at the building site: Ofeet E] meters (PR) Datum: Local Official's Name Title Community Name Telephone Signature Date Comments O Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions Building Photographs 4- 0007952 -4 See Instructions for Item A6. Forls�arance ompanjt Building Street Address (including Apt., Unit, Suite and /or Bldg. No.) or P.O. Route and Box No. hNutf 318 NW 111 TERR City State ZIP Code CcrYr►jlC�y [+ittbe MIAMI SHORES FL 33168 6 / ,p w s, h 0000 f • ••• 0000 • 0000 0000 • 0000• . Front View Date of Photograph: 01107/20W* • • • • • • • • • • • 0000 • • • 0000. t r� Rear View Date of Photograph: 01/07/2008 Building Photographs 4-0007952-4 Continuation Page vr:tnsuranceompeYty $ Building Street Address (including Apt., Unit, Suite and /or Bldg. No.) or P.O. Route and Box No. Troy urrrbef -;, 318 NW 111 TERR m ' City State ZIP Code Crp11y N61C Number MIAMI SHORES FL 33168 r, s a ` chi a'. J k ' A_.. A • •••• 0000 • • • 0000• 0000 • q „ :<, 0000 • • • 0000 00.0 • • •• • 0000 • Date of Photograph: 01 /fl7 /200$ • • • • • • • • • Left Side View • N r ,ox Right Side View Date of Photograph: 01/07/2008 1/17/2008 ��i 77 7 °� WINDO2 v2 -21 f 5 7 &, Detailed Wind Load Design (Method 2) per ASCE 7-02 Analysis by: S. FARDIN Company Name: SAMABI GROUP Description: SALNAVE ENCLOSURE User Input Data Calculated P arameters Structure Type Building Importance Factor 1 1 Basic Wind Speed (V) 146 mph Hurricane Prone Region (V >100 mph) Struc Category (I, Ii, 111, or IV if Table 6-2 Values Exposure (B, C, or D) C Alpha = 9.500 true Nat Frequency (n1) 1 Hz g = 900.0001. Slope of Roof 0.3 :12 lope of Roof (Theta) 1.2 Deg T ype of Roof Monoslope Kd (Directonality Factor) 0.85 Eave Height (Eht) 10.00 ft Ridge Height (RHt) 10.50 it M ean Roof Height (Ht) 10.25 it W idth Perp. To Wind Dir (B) 24.00 it At = 0.105 W idth Paral. To Wind Dir L 18.25 it Bt = 1.000 Bm = 0.650 Calculated Parameters Cc = 0.200 Type of Structure I = 500.00 ft HeightlLeast Horizontal Dim 0.56. Epsilon = 0.200 Flexible Structure No min = 15.00 ft Gust Factor ;Category I: Rigid Structures - SltniTIMod Method ust1 I For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Gust Factor Category ll: Rigid Structures - Complete Analysis - m Zmin 15.00 ft Izm Cc * (33/z) "0.167 0.2281 Lzm 1 *(zm/33) "Epsilon 427.06 ft (1 /(1 +0.63 *((B +Ht) /Lzm) ^0.63)) "0.5 0.9413 Gust2 0.925%1 / 1 +1.7 *3.4 *Izm 0.8941 Gust Factor Summary: G ISince this is not a flexible structure the lessor of Gust1 or Gust2 are used I 85 Fig 6-5 Internal Pressure Coefficients for Buildinns, Gcai C ondition Gc i Max + Max - O pen Buildings 0.00 0.00 • • Partially Enclosed Buildings 0.55 -0.55 d Q uild' i ngs 0:18 -0.18 • • d din s 018 1 -0.18 ,iz lh h 41 ft IL U OTC F4 • +, Devel d M rs ,° u Co "fight 2006 SAIIAABI GROUP ' ,� ." ge No. 1 of 4 1/17/2008 WIND02 v2-21 Detailed Wind Load Design (Method 2) per ASCE 7-02 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev Kz Kzt qz Pressure Ib/ft °2 Windward Wall* Leeward Wall Total Shear Moment ft Ib/ft"2 +GCpI -GCpI +GCpI -GCpI + /-Gcpi (Kip) Kip ft) 15 0.85. 1.00 39.37 19.69 33.86 -23.82 -9.65 43.51 15.661 117.4 Note: 1) Positive forces act toward the face and Negative forces act away from the face. Figure 6-6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems Method 2) Theta B h YX Z L L L T Formula Value Units 2.01 *(15 /zg)^(2/Alpha) 0.85 Topographic factor (Fig 6-4) 1.00 .00256 - MA2" 1 *Kh *Kht*Kd 39.37 psf Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00266*VA2*1 *KhceKht*Kd 39.37 sf Wail Pressure Coefficients, Cp S urface C Windward Wall See Figure 6.5.12.2.1 for Pressures 0.8 Roof Pressure Coe cleats, Cp Roof Areas . ft.) - Reduction Factor 1.00 Calculations for Wind Normal to 24 ft Face Cp Pressure fpsf) Additional Runs maybe regV for other wind directions +GCpI -GCpi Leeward Walls (Wind Dir Normal to 24 ft wail) -0.50 -23.82 -9.65 Leeward Walls (Wind Dir Normal to 18.25 ft wall) -0.44 -21.71 7.54 Side Walls -0.70 -3Q.52 * -1 §. • ; ;" • Ov erhang Bottom (Applicable on Windward only) 0.80 26.7' :-!26. ' Roof -Wind Normal to Ride Theta <10 -for Wind Normal to 24tfaSp •.' : • • • • Dist from Windward Edge: 0 ft to 20.5 ft - Max Cp -0.18 -13.11 1.0 Dist from Windward Edge: 0 ft to 5.125 ft - Min Cp -0.95 -38.86 -24.68 • • • Dist from Windward Edge: 5.125 ft to 10.25 ft - Min C - 0.88 - $19,313 -2 AI • •' ' • • Dist from Windward Edge: 10.25 ft to 20.5 ft - Min C -0.52 -24335 : - 40 , 11 • • ; ' • • • Roof - Wind Parallel to Ride All Theta -for Wind Normal to 18. ft ace • Developed by Meca Enterprises, Ina copyright 2006 SAMABI GROUP ; , ; : : : • jtge Slo. 2 of 4 1/17/2008 WIND02 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Dist from Windward Edge: 0 ft to 20.5 ft - Max Cp -0.18 -13.11 1.06 Dist from Windward Edge: 0 ft to 5.125 ft - Min Cp -0.84 -35.26 -21.08 Dist from Windward Edge: 5.125 ft to 10.25 ft - Min C -0.90 -37.21 -23.03 Dist from Windward Edge: 10.25 ft to 20.5 ft - Min Cp , -0.50 -23.82 -9.65 Dist from Windward Edge: > 20.5 ft -0.30 -17.13 -2.95 Horizontal distance from windward edge Fi ure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems wl Ht <= 60 ft Kh = 2.01 *(15 /zg)"(2/Aipha) = 0.85 Kht = Topographic factor (Fig 6 -2) = 1.00 Oh = 0.00256 *(V) "2 *lmpFac *Kh *Kht *Kd = 39.37 Theta = Angle of Roof = 1.2 Deg 8 4 s 9 4 3 6 CM0 CAM Tramverse Direction Longitudinal Direction TersimaR Load Cases Wind Pressures on Main Wind Force Res sting System Surface GCpf +GCpf -GCPI qh Min P Max P s s 1 0.40 0.18 -0.18 39.37 8.66 22.84 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.37 0.18 -0.18 39.37 -21.66 -7.48 4 -0.29 6.18 -0.18 39.37 -18.51 -4.33 5 -0.45 0.18 -0.18 39.37 -24.81 -10.63 6 -0.45 0.18 -0.18 39.37 -24.81 -10.63 N2o 0.61 0.18 -0.18 39.37 16.93 31.11 ..07: DOM -0.18 39.37 -49.22 -35.04 -0. 3. U.18 -0.18 39.37 -27.96 -13.78 0.43• . 0.T8 -0.18 39.37 -24.02 -9.84 * p = qh * (GCpf - GCpi) 000 000 0*0 • • .: • mac yre $ -123 : External Pressure Coefficients, GCa • Leads orjEomponents and Cladding for Buildings w/ Ht <= 60 ft Developbd bj'MjcCE *dses, Inc: Co4ght 2006 SAMABI GROUP Page No. 3 of 4 1/17/2008 MND02 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 . I• � H-�I 3 2a 4al ------- ;-, ---Ll 3, ' 2 21 1 Theta Ht 3 "---- - - - - -- ' 2' 3 a , W Note: The image shows a Gabled roof, but F' 6-99 also applies to some monoslope cases a = 1.825 =_> F 3.00 ft Double Click on ny data entry line to receive a he! Screen Component VVM span Area Zone GCp Nind Press (Ibift" (ft) (ft) (ft "2) Max Min Max Min -A 3 4.2 12.60 4 0.88 -0.97 41.90 -45.44 W -B 3 4.2 12.60 4 0.88 -0.97 41.90 -45.44 Val -C 3 4.2 12.60 4 0.88 -0.97 41.90 -45.44 -D 3 4.2 12.60 4 0.88 -0.97 41.90 -45.44 D -1 3 6.7 20.10 4 0.85 -0.94 40.63 -44.17 0.00 0.00 0.00 Note: ° Enter Zone 1 through 5, or 1 H through 3H for overhangs. 06 + • . 000 00 *0 000 Developed by Alm Enterprum, Inc. Copyright 2006 SAMABI GROUP :•: + + P:3gejSto. 4 Of 4 MWA F , �3 � v u tt SUR VEY No � -0729 ` LAN SURVEYORS SiLET No. � OF 2 BOUNDARY SURVEY scALF. = 1- . 2o' '1 7, s� a `_ h> e kfl d h R IO � � w �rty 4 ; .. •• �-t �� x Ile �t� 1`I V_ 1�� • V /3�2�' A1•� Cm' 4 /A88 � t l , • . / _ tA 0 0 0 00 0 • • • • •••••• •••• ` ,ll /j' 1/0 407-9 • Li � M ama S'� o� e_? ✓i g 13Y ---------------- -- APP.ROV �BY DATE ZO N G — D EP T URVEYOR'S NO -� re may be Esaeme recce in the B ! . D G DEPT Iic Records not eh on hi SUBJECT TO COMPLIAN WITH ALL F ERAL Bak N.W. FL ORI DA 1 0 SURVEY N 0 th STREET SUITE 202 MIAMI. 7 9 S 2 TELEPHON (3 5)220-3171 u r V ,e is • - FAX (305): 264 -0229 CCC DRAW BY. LAND SURVEYORS SHEET No. _1 OF 2 1 Survey of Lot: 9 Block: 3 Subdivision: NEW MIAMI SHORES ESTATES According to the Plat thereof as recorded in the Plat Book No. 51 at-Page No. 80 of the public records of MIAMI -DADE County, Florida. Property Address: 318 NW 111 TERR, MIAMI SHORES, FL 33168 For: FERTILISE SALNAVE Date: 06/29/2004 LOCATION SKETCH Scale 1 "= NT.S. 7 8 ( 9 /D I // /2 /3 /� 15 /6 Z9 28 z7 ' ?6 ? 2s z3 zz z/ to N. !!Y /// rH Y TER. $ �' u .v w ♦ a ♦ w � 4 r w Y ♦ • f's •• IQP 4 5 6I • 7 Jr !p • ♦ • ♦ Y r ♦ ♦ ♦ Y w JI Zd Z7 Z6 Z.1 Z¢ /9 1406 A J/ / ?H STREET a RarF n 9 oso ry :,`x` M/A A// SHORC'S Y /LLA6C v WV � - - - - - -- - was 40 -: -- �iH ..4.t�I_ oo�a 2'o��ty'�•_� -,��y f "`7�z--I -- izs• _�`�. ABBREVIATION AND MEANINJ A - ARC RF.E•- FINISHED FLOOR ELEVATION. P.R.C.- POINT OF REVERSE M , CLFo CHAIN LINK FENCE A /C- AIR CONDITIONER PAD. F.N.D.= FOUND NAIL & DISK . CURVE A.E.- ANCHOR EASEMENT. FR- FRAME. P.B.= PLAT BOOK. Zzzz C.B.S. WALL (CBVV) A/R+= ALUMINIUM ROOF. FT FEET PG.- PAGE - 0-•r)- IF=IRON FENCE A /S• ALUMINIUM SHED. FNIP.- FEDERAL NATIONAL PWY= PARKWAY. •..OH•- OVERHEAD UTILITY LINES ASPH.- ASPHALT. INSURANCE PRM- PERMANENT REFERENCE -D.C.- BLOCK CORNER. F.N.= FOUND NAIL. MONUMENT. 70 VVF =WOCO FENCE BLDG.= BUILDING. H.- HIGH (NEIGH') P.L.S.= PROFESSIONAL LAND "0.00 = EXISTING ELEVATIONS. B.M.= BENCH MARK IN.&EG.- INGRESS AND EGRESS SURVEYOR. B.O.B.- BASIS OF BEARINGS. EASEMENT R.- RECORDED DISTANCE [ = PROPOSED ELEVATIONS. C= CALCULATED LP- LIGHT POLE RR.= RAIL ROAD. • • C.B- CATCH BASIN. L.F.E. = LOWEST FLOOR ELEVATION. RES.- RESIDENCE s • • • • • ".S- CONCRETE BLOCK STRUCTUREL.M.E- LAKE MAINTENANCE EASEMENT . * RIGHT -OF -WAY. • , • • • • • • . • ; • COW- CONCRETE BLOCK WALL. '- MINUTES. RAD - RADIUS OF RADIAL • • CH m CHORD. M.- MEASURED DISTANCE R.P.= RADIUS POINT. • • • • CH.B.= CHORD BEARING. M/H- MANHOLE RGE- RANGE 1). IF SHOWN, BEARINGS #AI0REIV= TO AN 1036UMED • • • • • • CL- CLEAR MA- MONUMENT LINE SEC.- SECTION. IL=VA BY SAE PLAT IN TIR DESCRPM4 OF W PROPERTY. NOT. • C.L.F.- CHAIN LINK FENCE N.A.P.- NOT A PART OF. STY- STORY. THEN BEARINGS ARE RD ''A COUNTY. TOWIStIP MAPS., • • • • • C.M.E- CANAL MAINTENANCE NGVD- NATIONAL GEODETIC SOUK.- SIDEWALK. 2) E1fA A '.A" • EASEMENTS. VERTICAL DATUM. S.LP.= SET IRON PIPE L.B. SHOWN , EL CONC = CONCRETE N.- NORTH. p6044. BMA /V- 34 /0 ' • • • /U, �� • FEES • • • • • a C.P.= CONC. PORCH. N.T.S.- NOT TO SCALE S.- SOUTH • • OFN.avD.aF1828. •••••• • • •• ••• D E DRAINAGE EASEMENT - CONCRETE SLAB. #• - NO.- NUMBER. 'm SECONDS • • • • • • • • . • • • • • • • 0 /S- OFFSET: T- TANGENT. 3� •fig 15 A SPECIFIC" SURVEY. • O.M.E- DRAINAGE MAINTENANCE O H.- OVERHEAD #6044 TWP- TOWNSHIP. EASEMENTS O.H.L.- OVERHEAD UTILITY LINES UTIL.- UTILITY. • • • • • • • • DRIVE= DRIVEWAY U.P.• UTILITY POI E 4). THE C OSURE IN %*DARY SIJOU IS • O le:* DEGREES. OVH- OVERHANG - ABOVE 1:50a FT PVMT.- PAVEMENT. WM.- WATER METER E: EAST. 1 HEREBY 7 CERTIFY:• THAT•THIS - B IfoMV • SURVEY • E.T.P.- ELECTRIC TRANSFORMER PAD PL.= PLANTER. W.F.- WOOD FENCE OF THE PROPERTY•DESRRI®FD HEREON. AS • • • • • • ELEV.= ELEVATION. PA. PROPERTY LINE W.S.- WOOD SHED. RECENTLY SURVEYED RAND 0RAWN its, • • P.C.C.- POINT OF COMPOUND CURVE W/R= WOOD ROOF. SUPERVISION. COMPLIES VATH THE MINI ENCR - ENCROACHMENT. P.C•- POINT OF CURVE. A - CENTRAL ANGLE F.H.= FIRE HYDRANT. PT.- POINT OF TANGENCY. It - CENTER LINE. T FLORI STAN AS SET FORTH B BOARD DA 0 F. ' P. FOUND IRON PIPE POC.- POINT OF COMMENCEMENT. -,]C = ANGLE SURVEYORS IN CHAPTER 6 1 0 1 7 - FLORIDA F.I.R.- FOUND IRON ROD. POB.- POINT OF BEGINNING. ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): THERE MAY IE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY EXAMINATIONS OF THE A567WT OF TITLE V" HAVE TO BE MADE TO DE7ERMDHE RECORDED BY INSTRUMEN ONS. RESTRICTIONS,RE SERVA771ONS OR TM ASOd�ENT SURVEY ! LEGAL M L TIDES ONNS 64 c98 iBARRA (DATE OF FIELD W�L< PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. �`,�``(� BOUNDARY SURVEY MEANS A DRAWING AND/ OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PROFESSIONAL LAND SURVEYOR LNG. 2 ci PERFORMED IN THE FIELD. COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE STATE OF FLORIDA (VALID COPIES OF THIS SU vEY WILL BEAR EASEMEIITS AS SHOWN ARE PER PLAT BOOK UNLESS 071IERVLSE SHOWtl THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR THE TOW "ENCROACNMENTr MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ) AR CHITECTS RESPONSIBLE OF VERIFY SUBLBTIIN PLO P�iANNS REGULA COCORRECT�INFO SETBACKS ON FOR THEIR REVISED USED ON t� I t9la t) �lN1a: U1�E� -�/A tl oN APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTIONS, UNLESS 01HERVASE NOTED. THIS FIRM HAS NOT AT7EMP7ED TO LOCATE FOOLING AND /OR FOUNDATIO" FENCE OWNERSHIP NOT DETERMINED. REVISED OUT THIS PLAN OF SURVEY. HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. THE CFRTtRCATE DOES NOT DaEND TO ANY UNNAMED PARTY. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE • N Situated in Zone: X Community /Panel /Suffix: 120652 - 0090 -J Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: FERTILISE SALNAVE GOMEZ & ASSOCIATES, P.A. W Q45E, ATTORNEYS TITLE INSURANCE FUND, INC. qr ARGENT MORTGAGE C/O AMSRIQUEST MORTGAGE CO, ITS SUCCESSORS AND /OR ASSIGNS ATIN'A s SEAL • Vz IZt 10� ,e67 gMT MIAM / M W DADS C "TY, FLORIDA METR04)AI7B RAG= BUILDING A1P..•, OFFICE (BCC - 1 M , FLAGM MUT, SUITE 1603 o � MIA)A FAA 33130.1563 (305) 375-2901 FAX (305) 375 -2M a w 3 This NOA is being issued and app cab rules and regulations governing the use of construction materials. ThltIpcumentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by1he Ord ofRuWand Appeals (BORA) to be used in Miami Dade County and other areas where allowed by • th4XNPotity 1%Ang Jurisdietion (AHJ). ...... .... . • This NOA shalhSf b; valid after the mWat on date stated below. The Miami Dadc County Product Control • • • • • • Di^;' ►i on MiaM W& County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to • • : • • MUM *he this " or material tested for quality assurance purposes. If Ibis product or material finds to perform in 0 0000: manufacturer will incur the expense of such testing and the AHJ may immediately • • • • revoh, modify, pi gW&end the use of such product or material within their jurisdiction. BORA reserves the right ...... to revoke this aoccotpue, if it is determined by Miami Dade County Product Control Division that this. product or ' • maffid tails to tiw requirements of the applicable building code. Thisproduct is 8Dp&v A as descried herein, and has been designed to comply with the High Velocity Hurricane 7W;3f No Florida Budding Code. DESCRIPTION: Series "dell - 'ex@ Steel" W/E Oatswiing Opaque bunided Sim Doan w & w/o SidelRes APPROVAL DOCUMENT: Drawing No. DC2005, titled `W S Opaque Steel Door Double & Single Units w & w10 Sidelites", sheets 1 through 8 of 8, prepared by R.W. Building Consultants Inc, dated 9125100 with revision; #1 dated 12111/02, bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Mum Dade County Product Control Division. MISSILE IMPACT RATING: Large and Smffl 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 nit 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 autumatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISCMENT: 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 Budding Official. This NOA revises and renews NOA # 00_1003.03 and consists of this page . 1 as well as approval document mentioned above. . The submitted documentation was reviewed by Manuel Pere 4 P.E. on NOANa 02- 1211.12 m % XVftiWnDate: AprH 14, 2808 Date. aanaary 16, 2883 JOB AT TIME U`F A" Page I so 'ION I N S P Etmx ,Tell Wen. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. DC2005, titled "O /S Opaque Steel Door Double & Single Units w & w/o Sidelites' ; sheets 1 through 8 of 8, prepared by R.W. Building Consultants Inc, dated 9/25/00 with revision on #1 dated 12111/02. B. TESTS • • • • • e • • • Submated under NOA No. 99- 1122+01 . . .... ...... 1. Test reports on 1) Aix Infiltration Test, per PA 202 -94 • 2) Uniform Static Air Pressure Test, Loading pereA.202 -94 . ....:. 3) Water Resistance Test, per PA 202 -94 • • % • : : • • • : • � .. 4) Large Missile Impact Test per SFBC, PA 201 -; A�*, • -. :.... ..... 5) Cyclic Wind Pressure Loading per SFBC, PA 20794 • • • 6) Forced Entry Test, per SFBC 3603.2 (b) and PA. 94 .. ...... along with marked -up drawings and installation diagram of pairs Df outswing •' .' . •_ residential insulated steel doors with sidelites, prepared by Certified'ldsting • ....:. Laboratories, Test Report No. CTLA456W, dated October 19, 1999, signed and sealed by Ramesh Patel, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with marked-up drawings and installation diagram of residential insulated steel sidelites, prepared by Certified Testing Laboratories, Test Report No. CTI.A 961W, dated October 23, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Calculations, dated October 2, 1999, with addebdmn dated March 20, 2000, prepared, signed and sealed by Mark Fetherman, P.E. SubmNed under NOA No. 99- 112201 2. Anchor calculations for fixed lite mounting hardware loads dated 12102/02, prepared, signed and sealed by Lyndon F. Schmidt, P.E. er P.L. Product Contr NOA No 02121112 Expiration-Date.- April 14, 2008 Approval Date: January 16, 2003 L -i Jeld -Wen Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITZ'ED (For File ONLY. Not part of NOA) D. MATERIAL CERTIFICATIONS 1. Tensile Test prepared by Certified. Testing Laboratories, Test Report No. CTLA4 -%V ; dated September 30, 1999, for steel samples,.tested per ASTM E8- 93a, signed and sealed by signed and sealed by Ramesh Patel, P.E. 2. Test Report No. TTS- jMW")0 -001, prepared by Intertek Testing Services NA, .. Inc., issued. to 7eld -Wen Research and Development, dated April 8, 1999, for • ' samples of foam, tested per ASTM E 8494 "Standard Test Methods for Surface • • • • • • • • • • ' • • Bugning Characteristics of Building Materials" and ASTM D 1929 -91A • • • • • • • • • :: `S&KIard Test Method for Ignition Properties of Plastics"; signed: and sealed by "MgW Keith Tucker, P.E. Wen, Inc. ...... • )j j C0 Acceptance ..... • � • • • � 3. ; • ee of fence No. 02- 0429.11 issued to Trinity Glass International for • .. ..`trinity Lite Frame" dated 07103/02, expiring on 07/03107. .... ' • ' • : 4, 0 %dsile Test preps by Certified Testing Laboratories, Test Report No CTLA • • • ""M dated October 24, 2002, for lite fraame material samples, tested for straight • • • • • . ". 0 " 4f out, signed and sealed by signed and sealed by Ramesh Patel, P.E. n o** : , STATEMENTS 1. Statement letter of product name change, dated 12/4/02, signed by Steve Strawn. 2. Statement letter of lite frame revision, dated 12122102, signed by RW Building Consultants, Inc. signed by Rick Wright. 3. Statement letter of conformance to Code and no financial interest, dated December 2, 2002, signed and sear by Lyndon F. Schmidt, P.E. 4. Statement letter of no financial interest, dated October 10, 2002, signed and sealed by Steve Frey. 5. Statement letter naming Rick Wright as the contact person, dazed October 10, 2002, signed by Steve Frey. F. OTHER 1. Notice of Acceptance No. 00- 1003.03 issued. to 7eld -Wen, Inc., for their Series `Voorcraft Steel" Outmng Opaque W/E Residential Insulated Steel Door w /Sidelites Impact, approved. on 01/11/01 and expiring on 04/14/03. n4lx Produ Qutro 1 FiNMer NOA No CU11.12 Expiration Dote: April 14, 2008 Approval Date: January 16, 2003 E -2 74.5" MAX. OVERALL WIDTH 6&5' MAX. OVERALL WIDTH d JELD -WEN® Steel I�I WOOD EDGE OPAQUE INSULATED WEEL DOOR OUTSWFNQ B-8 UNITS WIAND WA7UT SIDELJTES 8 1 a GEN ERAL S o `� o CC I. TIC PRODUCT s DtSKM1ED To Ct)MPI. WITH TIE' FLORIDA eunm o � / o to 05 CODE 2. WOW MM BY DFAMS. MUST BE ANCHDR D PROPERLY TO TRANSFER O ° n UQ THE LOADS TO THE S(RUCTIM 3. PRWUCT ANCHOR SFFAtL BE AS LISTED AM SPACED AS SHOIYM ON to j � S TO BASE MAiEM SHAFT ff BEYOND q p u� U 4 01 W�SW OR 4. 7M SYSTEM REOUl � DEBRIS FXTERNAL PROTECT= AS Co n PRWM IN TM IR .r OF Tic FF. BWLD CODE io ° FOR TNE S0111113 ONLY. � °P SM m m xg 5 DEW-40 PARE• P41M SNAU BE AS FOLf.OWS; -SEE DES)(81 PWWRE RATING TABLE SHEET 0N& �UBtE DOOR ELtVATWN � — a SIDELRES ARE AN OPMN AND CAN BE IN A SINGLE OR DOUBLE CaVrARATIfN'F. 3 . SIN= DOOR W-SOELTTES ELEVATION Z TIDS SYSTEM MEETS THE WATER REDUIRaIENTS FOR WM VELOCITY MAX. 01A RAF L WIDTH 105.25" MAX. OVERALL. WIDTH KIRRICAW ZOO'. SEE fM BELOW DMM PRESSURE CFVIRT. ommon o aN frarrre condFti R ® ® $ ® ® ® ® t Door Leaf Construction x t? Face sheets. 24 gga. (0.020' minimum thickness x GalvWr� F A-525 cammercia1 gguoli o n Per ASTM with yield strength Fytmin 24,800 pst. u� Gore design: Expanded polystyrene with 1.0 to 0 f.25 Ibs. density. d O O oppattudiftat Steel face sheets glued to ex d o /f O �o ene ), wFth w�od rails nd F m ted e tum styles an a wood a locM C. 4 reinforcement. qn � FrameCanstractFo . The head . jams and sF a Jgmbs are mo u and joined using three 7 �8" x 2 tl _ wire stogies. 4 n W6, l R' TABLE OF CONTENTS '--`- - `� SHEET # DESCRIPTION • • e • • ♦ ♦ * • • M . 1 COMMON GENERAL NOTES, TYPICAL ELEVATION SINGLE DOOR ELEVATION i • • i • • • MATERIALS D OOR N • 813 BS9 9197 2 VERTICAL CROSS SECTIONS & BILL OF MATERIALS 3 HOIZONTAL CROSS SECTIONS • • • e • • s• • •♦ oae 9 25 OD 4 HOIZONTAL CROSS SECTIONS DESIGN PRESSURE RATING N.T.S. 5 ANCHORING LOCATIONS & DETAILS WHERE WATER INFILTRATION sa• aers er TJH ° 6 ANCHORING LOCATIONS & DETAILS REQUIREMENT IS NEED" • o** • • • • • • • I� er: RW 7 GLAZING DETAILS • • • • • M4sd 8 COMPONENTS POSITIVE + 53.0 PSF • • • • • • OC2005 NEGATIVE - 57.0 NSF • • • i • • i • • i i • • 8Y • • It ESC Material 22 •• i•• i• GffNAMB t 4 ° !t 4 1112") W OOD H W1 1 4 2 4 1 2 :a :a .:s: 2A JAMB SMUTE BLANK 1 X 1 > '.. a° ; °° ° ' ee e, •._ 4 x 4 HiN M sy .. '� ° • • • ' 4 '�ZZ• 23 • 5 x 2 i FLATHEAD K 23 • • i 4 8 7 UCK } 25 • • 7. t • Olt • CUQ r 25 • • • $ UMPER 1 1/4 8 x ALUMINUM 2 9 C PR SSI wEA IP —LON — 10 EXTRUDED ASTRAGAL (IMPERIAL H ALUMINUM x K If #9 x 1° PHILLIPS FLATHEAD WOOD SCREW STEEL t� 12 FACE SHEET 0 0 M!N VANIZ II 13 TOP RAIL (1.67 x 1.04 . Z x 13 a 14 P BOTTOM RAJ t.73 xI.21 x.021 z U Q f N x T_ o t5 R HINGE 0 SIDE T. x 7.065 W Y ' H 1 OOR LA CH L SIDE STILE t.67 x 1.065 24 :•,:<+;• =. z z 5 t g+ :a 38 � i6 Tti 7 0.31 x i .. Q :ayt,= iy" 9 g n':,,�• 17 $ x i PAN SMS G �: •• "•t <�i `� F Z 1 — 1 P OW SC V t� 20 KWSEr TITAN ERI D OL7 c� •M »= '<?�'' OD 21 CH R EE LOCK INSTRUCTIONS) U O2O" MIN. q : 2 NR Y W ' %-^ ;, µ • SKIN 27 3 2x K WOOD 4 EXPANDED EN 0 1.0 TO 1. O ^� r. 30 25 t 4 SHIMS WOW m cd 7 p 6 WOOD LOCK REINFORCEMENT WOO 7 E ODL POLYPROPYLENE 28 1 IN LATED M G S GLASS m 1.75 MAX. a8 29 7CH t 1/4 x 4 1 12 WOOD PANEL THK. N 30 8 x 1 112 TEK SCREW L17E FRAME STEEL 1 LITE TRINITY FOR 1/2 s. ro .5 MIN. 2 1 LA TRINITY a.•s GLASS THK. . '^ ; •.a � �! 33 TRINITY FOR I' INTERIO GLASS w � i ^ p 34 INS 7 P. GLASS BY TRINITY z SCREW 35 LITE PAN_HM 36 SILICONE CAULK CR LAWRENCE 33 ! NE 37 GLAZING COMPOUN ¢.;,:t::<!s•'^ 24 •" �," i; 38 CAULK SILICONE 6 , N r .. .020 ° 'MIN. z v SKIN THK. o 0 4 N °O i i a' .. a •. � - � �BUILDIN6 vp ' °• 'e • • �, . • ° a " C ., a .O .. v N CONSULTANTS. N ° ... s. • .. e: �. ° o.' •, Q y :. °• i •' •a � � 813.859.9197 ° -9/2P/00 scatE N.T.S. 22 7 5 ptorLt mcoopifYlM1b�8A8xP m er: TJH ? V ERTICAL C/'Q SEC?'ION ® d° ` B '' Mi" 2 Y C — >ua a No. OC2005 2 SHM 2 of .F.XIEBLQB � Y 36 9 as 22 rn ar�i t. . Q 3 4 tNAGTrvE a CTIVE n 24 15 6 °• a 23 W ,i.y :• 1 t ' ° � ! :as .. °M.si'• ;3r %p�: s e.: ",; •L •� p W „,� .° r 26 SEE NOTE 1 SHT. 3 12 g > ° 5 CL lN7ERfOR 15” MIN. e s p Ln ASTRAGAL RETAINER BOLTS (2) COUNTERSINK TOTAL, (1) 9.0" L x ALUM. RETAINING SLIDE 19 25 .312" DIA. 0 TOP & (1) (3) 1.0" x 4.5" x 0.565" HORIZONTAL CROSS SECTION ° > 9.0" L. x .312" DA @ BOTTOM Nil HINGE JAMB TO BUCK. o G H A T ORIZONTAL CROSS SECTION ASTPAGAL .25" MAX. SHIM -� I la 1.15 MIN. 1.15" MIN. EMB. EMS. NOTES: .25" MAX. SHIM 19 1. SPACING FOR ITEM 18 #10 x 1" PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL SEE NOTE EZ�819B SHT. 3 12 TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; 26 1.0 ", 2.5 4.0 ", 5.5 13.0 , 18.0" & 2. SPACING FOR #8 x 1 112" PLASCREW ATTACHING THE ODL UM FRAME IS AS FOLLOWS; TOP & BOTTOM; (2)SCREWS 3.0" IN FROM EACH HORIZONTAL 9O• °''':.:R.'�,°w° CORNER. FROM THE 70P OF THE FRAME DOWN ON THE SIDES, 3.0 ", f 3.0 ° , .. ' • . • � ,� � �. .'• •'„ ,:,w o 26.0 ", 39.0 ", 52.0" & 63A ". ° P .• o N ?z >1 ,4 J. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE #8 x 2 112" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELR'E JAMB AT THE MULLION USE #8 x 2" PFH WOOD SCREW. 4. SPACING FOR #8 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 6.0" FROM EACH VERTICAL CORNER WITH (5) MORE SCREWS 24 w EQUALLY SPACED, A TOTAL OF (7) SCREWS PER EACH VERTICAL MULLION. {•�' • • • • • • S. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM Jf0 x 2" PFH + + + • wx WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT °• + • • • +• • • o en THE MULLION USE X10 x 1 314" PFH W000 SCREW.+ s • • • St3.6S9.8197 6. THE SPACING FOR ITEM #35 THE #6 X 1 -112" PANHEAD SCREW SPACING IN THE 23 v • • • • •• OaIE 9 25 00 TRINITY LITE FRAME IS AS FOLLOWS: FROM THE TOP DOWN ON THE SIDES (9) AT 5.625 , 14,5, 23.25 , 32.0625 , 41.0 , 49.75 58.5625 67.375 ", AND COUNTERSINK FabPi ffi tdyi>i�atdttka spa, °• M.T.S. _ 76.3125 ". THE TOP AND BOTTOM FROM RIGHT TO LEFT (2) SCREWS AT 3.125" 5 m m- TJH AND 6.875 ". "> ° — w #** • •r • • • • • • • xOna OK ft RW • • • • • • • p ('3'\ HORg405 L Ck_ 1 SEC�LON tATCFi •tAMB•T0•'g LL CK • • • i • i i • • a 8s DCa005 : : a s ♦ rrs saw.. 3 8 • • • • • • • • • • •• • ••• ••• • • 2 d, v o *so 6 c� 1a - W � .alb?; ��.;, • • • • t•, 5 SEE NOTE - 4 SHT. 3 in 28 .15" MIN. tttyyy 27 38 COUNTERSINK 29 o R 1.15" MIN. rj1 HORIZONTAL CROSS SECTION EMS AT SIOEUTE 22 0 • 15" MIN. 4 COUNTERSINK 24 15 g n c EXTERIOR a 5 SEE NOTE >': ',." .v =;r # *` : w•, 2 FOR ODL In OR rro``" ::.xrk .. :":•+ °::�ti &c ' a • ' a 2A 6 FOR TRINITY LIFE :�.,; is:, : p_: ti s^ : `?;_. ^•,::'. o -'',F 2A 4 ON SHT. 3 d r .••ts^ �.�e h er: ; •, 'i s. .. »� - »ct•�.; EXTERIOR INTERIOR tlQe •°fY.'..rx�l INTER7QR n �d :.a'�s,a�A D S NOTE 7E 5 4 SHT. 3 15" MIN. ° a 17 COUNTERSINK 1 38 T ° 38 813.889.9187 HORIZONTAL CROSS SECTION HO TO BUCK RIZONTAL CROSS SECTION t�►yypp DATA 9125100 .25" 4 SIDEUTE TO SUCK HINCE N. SHIM THK. N cw BY: RW DRAYM l 8 DC2005 SHMgOF 8 g SEE DETAIL f" 2 f SHEEP 5 n L. -- SEE DETAIL SEE DETAIL } n � 3" G St -IEET 5 G SHEEP 5 CJ 5C � � Z 3 ° N 3` 3 "--{" 3 6" z z T j 1 s` �- - 3` c7 3 YP. TYP. 3° 0 e DiAI Typ. u) H kEET�6 _ n ��^� vS 6 S in NOTE qq co h HT 3 m 8 A _ A A_ "� 7YP. — C D �� '� r. •• p dd 7 7 �3 —► O. 11 I I' O i S E C 3a l /T i 1 o 3` 3" 3° 3» SEE DETAIL 4.5` 4.5` . K SHT. 5 .. DOUBLE • DOOR ANCHORING a �+(�c SINGLE DOOR /StDELf?ES ANCHORING LOfx NS q 5 7 I fu 4 • •" • Zo ♦ • ••• •e • 4 [AIL E HEADER DETAIL K CIL I IMPERIAT. ASTRAGAL IMPERIAL ASTRAGAL RETAINER 80LT THRESHOLD TO JAMBS & OR,: • s • • • • • • R£JASNE pl�T DEADER STRIKE PLATE SEE NOTE 5 • • i i i i •• • • • • •• • • s • • ••• • • s • ••• avc er TJH cwc t+n RW oaawme NO- DC2005 m 5 of B • • • • • • • • • • 813.859.9197 SME N.T.S. '"' •18 avc er TJH cwc t+n RW oaawme NO- DC2005 m 5 of B • ••• .. . • . • •• . • . SEE DETAIL 'P" ♦at ••• ••• ••M ••• • !_ SHEET 5 SEE DETAIL G SHAT 5 • • •, • • • • eta a• rn y ♦ • • • • • • o > " ♦ • • • • • • • • • • SEE DETAIL Z O • • • • • • • • • G SHEET 5 ♦ i • • • • • • 4 3" 3 " •� • • • 6 "+1 o • • �- 6" a� SEE r �TYP a LyA w 2 x rj in Mi 'o DETAIL M M J SHT. S _ I M 6 ©n R 1 ^ N ^-E- q M _ o � ° n P vi ^V� ro N N L I I (:.J TYP. 1 O I T1P. a 3" 3" 6' - I t� 6" 3' 3' 5" 4.5 4. • SEE DETAIL K SHT. 5 � .Z DOOR W,/SIDELITES ANCHORING LOCATIONS SWGLE DOOR ANCHORING LOCATIONS D: SEE NOTE 5 3 SHT. 3 Z SEE NOTE 3 SK. 3 CONSUL eutt.anm g rants. txc 813.BS9.9197 tom: s a5 oT a+e�pytaygbttq N.T.S. OPTIONAL OETA2 H STRKE DETAIL J STRIKE om BY. TJH PLATES TO IMPERIAL PLATES TO JAMBS y aat. BY" RW ASTRAGAL SEE NOTE 5 SHT. 4 MtAWM NO.: 1x2005 94M 6 Or 8 � 3 I 1 I NPO. TYP � SEE DETAIL H SHEET $ - `St� NOTE 5 SHT. 3 TYP. t � L 7YP. M SEE DETAI - L K SHT. 5 7 7 t T1'P• I I 3' 3" 6 �'- r a r C 7 n 6 7 EXTERIOR a 37 2 36 eT 28 ' Z N ° 1/8 TEMPERED GLASS GLn DFra�L 1/2' TEMPERED 1/4 AIR SPACE a C) Q a COL LfiE FRAME Q cr O cm 1/8" TEMPERED GLASS t/ CL LITE FRAME 2' (} IlL4l? ODL ! x .- 4 36 30 SEE NOTE HP POLYPROPYLENE a N Jan 2 SHT. 3 (THERMORL- P6- 3"V391) W K x 0.5° GLASS '� M U 4. BITE 15625' d M 3 38 ro '. } Ed7EB14B 36 3iEi S�v Cl c� 11..2` GLASS LnE FRawt� m GLAZW OE7AIL 1 /8 ° TEMPERED GLASS TRINITY 1/2° t1d5UATED TEMPERED GLec_c 1/4' A!R SPACE (LUPOY EU 5007) .. TRLNM LITE FRAME a 1/8' TEMPERED GLASS 4 38 36 SEE NOTE 8 SH1: 3 0.5' GLASS BITE 75' STEEL INTERCEPT O in 36 r SPACER F.X�BLQB n 38 1 ° GA T S R S t UT 1/8' TEMPERED GLASS (L.UPOY EU 5007) o / s • ! . . • • • • • • • au3catra fl E71NG DETAIL � • • ♦ • • • • • aMS. t° INSULATED TEMPER�•D GLASS 1/2' AIR SPACE • ! • • • • • • • f is a a • • • • • 813839.9197 TRINITY LITE FRAd1E • • s • • • • • • • e • • • • • • • • • sate 9/25/00 36 1/8° TEMPERED GLASS A � � Smm N.T.S. r 4 38 SEE NOTE � W. 7JH 6 SHT. 3 c •s• ••• ••• •• • • CW .o n RW 0.5° GLASS • • • • • • • baud gram No.: BITE FFF�� • • • • • • • • • • • • • • • • DC2005 f • ••• • • • 000 , too . . . . • . . . . . • . t o . • . . • 2.375 "� • • • • •• • • M • • • • s ••• •• •• • t- 1.67" ( {-- 4.041° •• • • • •• �� t! ro (J 1 x .312" OW. M 1 • • • • • • • • `� (�9.0 L. x .312" DW • i i i i i • i `� 0 BOLT ® BOTTOM • +A • • • • • • • •z �e ' I T T .912" O of n SWING BUMPEACE THRESHOLD 10 IMPERIAL ASTTRAGAL LOW PROFILE STOP &SIDE STILE V CL �G1kf? ALUMINUM .075" WA! C .050" EXTRUDED ALUMINUM 1.67" � o A R 12 o o - LYL O O ETCH STILE O 525" I°- -4—.097- - CO6APRESSIOt� WE4TIJERSRTIP O . - 0 4 9 - 7 4 4 T STEEL DOOR HINGE SCHLEGEL O- LON,ODS 650 ° HK. STEEL BY HAGER .25 "� 11.875" 4.5625" DW. VARIES W /LOCK USED k T I a e h T N T �7&DMG DOOR STEEL EDGE CAP. BO's T arc 873.889.8197 2�6 WOOD FRAME 9 25/00 WOOD LOCK BLOCK. 1.71" TFt[( 2A 4 s NTS 3 29 Nx3wsa�4t6e . TJH rtoAo Doe cm ft RW p�q DWmS16 x0.: DC2005 MlAM M V �� MIAMI DARE COUNTY FLORIDA j O- DADEFLAGLM BURDING sunDnvG CODE coMrLaANCr, oI�ICE (scco) DET (2 1 2 0 ��o I`LAGLER ST$EET, 5'UITE 1603 1?RUD[)CT C O MIAMI, FLORIDA 33130.1563 BY __ ............. (305) 375 -2901 PAX (3n 375 -2908 (NOA) www�es<ov 1 Sc °� Ws A ` the applicable rules and regulations governing the use of construction materials. Il dtacument�t}wr sonuttl has been reviewed by Miami Dade County Product Control Division and accepted ...... by t6j �ard of Rules. and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by • the 4Luthority lUtR:rmsdiction (AHI). NA ...... T�N�A s .. .. Miami-Dade ha� js; valid after the expiration date stated below. The ami Dade County Product Control • .. .. Digiionl.lTn Mid Jude County} and/or the AHI (in areas other than Miami Dade County) reserve the right to �.arr�aterial tested for quality assurance purposes. If this product or material fails to perform in • • • •' the accepted ter,• the manufacturer will incur the expense of such testing and the AHT may immediately revoke, modifyt tar aaslend the use of such product or material within their jurisdiction. DORA reserves the right • to�revol this ice, if it is determined by Miami -Dade County Product Control Division that this product or ® • • • • • n W fails to ttaret tie requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0 MW (mm.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 05-287, titled " 0 .0395" Galvanize Steel Storm Panel ", sheets 1 through 5 of 5, and 1A of 5, prepared by Tillte m Inc., dated September 15, 2005, last revision #1 dated September 15, 2005, signed and sealed by Walter A. Tillit Jr., P.E., nearing 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 Numne 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 NUA. 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 # 0540927.02 and consists of this page 1, evidence submitted pages E-1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Heimy A. Mahar, PY., M.S. NOA No 07- 4711.04 �� I�✓L� -•.. Eviratton Dare: n 1 d�t ► �Zo o Approval Date: 10/1 Page I i Nu -Vue Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 99 -W1.02 A. DRAWINGS I. Drawing prepared by Tilteco, Inc., titled "20 Gage Galvanized Steel Storrs Panel", Drawing No. 98 -109, dated May 12, 1998, sheets I through 5 of S, signed and sealed by Walter A. Tillit, Jr., P.E. B. TESTS I. Test re ort on: Uniform Static Air Pressure Test r • • • • • • P p epared by Hurric�'ne'�Sa$gmneerive� . & Testing Inc., Report No. HE7I -98 -760, dated November 5, 1998, s ind seed • � • • • • • . by Hector M. Medina, P.E. " r •• 2. Test report on: Large Missile Impact Test and Cyclic Wind Pressure'L'ert kvparid bp • " "" Hurricane Engineering & Testing Inc., Report No. HETI -98 -761, daQ. Ftober 18, � • � �; • � • 1998, signed and sealed by Hector M. Medina, AE. .... • ' • .. .. . . 3. Test report on: Large Missile Impact Test prepared by Hurricane EnIft1mv & Testing Inc., Report No. HEH --98 -762, dated November 3, 1998, sigiWMfl sealed by . • • • • ; • Hector M. Medina, P.E. • • • • srrvsr C. CALCULATIONS ' L Anchor Calculations, 13 pages, dated 08102/99, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. D. MATERIAL CERTIFICATIONS L Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Hurricane Engineering & Testing Inc., Report Number HE77 98 -T120, dated November 13, 1998, signed and sealed by Hector M. Medina, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02-1009.04 A. DRAWINGS L Drawing No. 02 -450, titled " 20 gage Galvanized Steel Storm Panel ", sheets I through 5 of S, prepared by Tilteco, Inc., dated September 17, 2002 signed and sealed by WalterA. Tillit, Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. Helmy A. Maker, P.E., M.& Product Control Examiner NOA No. 07- 0711.04 Expiration Date: 111OV2008 Approval Date: 10/11aW E -1 I Nu -Vue Industries, Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBNaTTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #OS- 0927.02 A. DRAWINGS 1. Drawing No. 05 -287, titled " 0.0395" Galvanized Steel Storm Panel ", sheets 1 through 5 of 5, and 1A of 5, prepared by Tilteco, Inc., dated September 15, 2005, last revision #1 dated September 15, 2005, signed and sealed by Walter A. Tillit Jr., P.E. : * B. TAT §. 1. + ' . G. CA C(4ATIONS • • • • • • •,,�, * 1. • 2hor Calculations, 44 pages, dated September 22, 2005, prepared by Tilteco, • "Ir�c ; signed and sealed by Walter A. Tillit, Jr., P.E. ••••• •• • •s•• • • • • • • ASSURANCE ...... •. . 1. . • urmi -Dade County Building Code Compliance Office. so 0 so • % • • • • MATERIAL CERTIFICATIONS 1. None. 4. NEW EVIDENCE SUBMTTED 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. 4ARM A.Makar,PMbl-S. Product Control Examiner NOA No. 07. 0711.04 Expiration Date: 11104/2008 . Approval Date: 10/11/2007 E -2 GENERAL. AAMES. 1. STORM PANEL SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VE7RIFIED FOR Z PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON COMPLIANCE IN ACCORDANCE WITH THE 2004 EDI77ON OF THE FLORIDA BUILDING CODE. SECTIONS 4, 5 & 6 (SHEET 2 & 3). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. IN TY OF THE CONT 81LJ RACTOR TO VERIFY 7NE SOUNDNESS OF THE ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON 7741S P.A.D. AS TESTED WERE NOT OVER STRESSED, A STRUCTURE WHERE SHUTTER 8. IT SHALL BE THE RESPONSIBILITY BE ATTACHED R INSURE PROPER ANCHORAGE. 333' INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS A DURA770N FACTOR CO -1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. 9. THE INSTALLATION CONTRACTOR 6 TO SSAG/CAULK ALL SHUTTER COMPONENT WOES WHICH REMAIN STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERfRED IN ACCORDANCE Wf7H IN CONTINUOUS CONTACT waH THE BUILDING TO PREwNr W/NDIRA1N INTRUSION. CAULK AND SEAL SEC770M 1609.1.4 OF THE ABOVE MENTIONED CODE AS PER H.E.T.I. TEST REPORTS j f 98 -760, f 98 -761, 1 SHUTTER TRACKS ALL AROUND FULL LENGTH. 98 -762 & 1 98 —T120, AS PROTOCOLS TAS -201, TAS -202 AND TAS -203. 10. STORM PANEL MTAUA77ON SHALL COMPLY WITH SPECS INDICATED IN 7741S DRAWING PLUS ANY 2. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY ASTM A653 SO, GRACE 50, WITH G -60 BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO GALVANIZED STEEL DESOM77ON AND Fy- 57.46 ks.i. (AFTER ROLLED). 11. (a) THIS PRODUCT APPROVAL DOCUMENT (PAD.) PREPARED BY THIS ENGINEER IS GENERIC AND J. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 —T8 ALLOY UNLESS OTHERWISE NOTED. DOES NOT PROVIDE• INFORM07ON FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/ 50 ksl YIELD STRENGTH AND 90 ksL (g) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCFIASE AND INSJALL4770N INCLUDING TENSILE S7REIVGTFf OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018. LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.A.D. PROVIDED HEISHE DOES NOT DEV14TE FROM S. BOLTS TO BE A.STM. A -307, GALVANIZED OR A.I.SI 304 SERIES STAINLESS STEEL, WAH 36 ksf MINIMUM THE CONDITIONS DETALED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE is THE CONTRACTORS VELD STRENGTH. RESPONSIBILITY. 6. ANCHORS 70 WALL SHN1. BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (A) TO ENS77NG POURED CONCRETE} — 114" 0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. SUILDEX OR ELCO TEXTRON, INC. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED EAWNEER OR — 114" 0 ELCO motelf mole PANELMA7E; AS MANUFACTURED BY ELCO TEXTRON INC. ARCHffECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL — 114" 0 x 718" G4LK -1N ANCHORS AS MANUFACTURED BY THE POWERS FASTENERS, INC. BE RESPONSIBLE FOR THE PROPER USE OF 7NE P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO 771E PAD. ENGINEM SHALL. SUBMIT TO THIS LATTER THE SITE SPECIFIC A/D7ES: DRAWINGS FOR REVIEW A.1) MINIMUM EMBEDMENT` INTO POURED CONCRETE OF TAPCON ANCHORS SHALL BE 1 3/4" & 1 718" (e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL FOR ELCO mole /female PANEudATE. ENGINEER OF RECORD THAT PREPARED fr. A.2) 718" CALK -1N' ANCHORS SHALL BE EN77RELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 12. SHUTTER MANUFACTURERS LABEL SHALL BE PLACED ON A READILY AND VISIBLE LOCA77ON AT 114" 0 -20 SCREWS USED SHALL BE 1 112" LONG MINIMUM SHOULD STUCCO EXIST. PANEL. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE LABEL SHALL READ AS FOLLOWS' EXIS77NG WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAN STRUCTURE BEHIND SUCH NU —VUE INDUSTRIES, INC. PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A.2) ABOVE: HIALEAH, FL. MIAMI —DARE COUNTY PRODUCT CONTROL APPROVED. (B) TO EXISTING CONCRETE BLOCK WALL: — 114" 0 TAPCON ANCHORS, AS MANUFACTURED BY I.TW, BUILDEX OR ELOO TEXTRON, INC. — 114" 0 ELCO mate /famole P4NELM47F_ AS MANUFACTURED BY ELCO TEXTRON, INC.' — 114" 0 x 718" CALK —IN ANCHORS AS MANUFACTURED BY POWERS FASTENERS INC. NOTES: as4o �e"9 B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND ELCO male /female PANELMATE, INTO THE CONCRETE 7 '716t BLOCK UNIT' SHALL BE 1 114 ". v n 7 8.2) 718" CALK -1N ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT NO � EUSOMENT INTO STUCCO SHALL BE PERMITTED. �•- i 114" 0 -20 SCREWS USED SHALL BE 1 112" LONG MINIMUM SHOULD STUCCO EXIST, AND I MINIMUM FOR' • • • � � • • • � b e.�a� txvaem WALLS WITH NO STUCCO. B.3) iN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL • • i s i i i i •. i • • ANCHORS SHALL BE LONG ENOUGH TO REACH 7HE MNN STRUCTURE BEHIND SUCH PANELS ANCHORAGE • • • • • • • • • SHALL BE 1 1/4" MINIMUM FOR ANCHORS MENTIONED IN B. 1). & 718" FOR ANCHORS MENTONED IN 8.2). • • • • • • • • • • �� F.v . (HIgh Velocl Hurrtcone Zone (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENLIA770NS AND SPECIf7CA770NS OF THE 0.0395" GALVANIZED STEEL STORM PANEL ��• ANCHORS MANUFACTURER • • • • NU -VUE INDLamlES, INC. 9 / 4-to ,y /� • i • • ts�) tnx i Baoxe 05-28 w + Mot r me • • • 7EW� r + 9. P. E ' • + d SHBCf f w a • • ••• • • • ••• . . •f• • . . •ii )4.8�" • . • • i • Mt I. i28' 8 AS A?PMABIE l.i20' t.ta8' • • • .�, ._ ._i4. - .l am, t o Y '6 00 ly � p . f • • • • • • • 1Q PANEL • • • • • • s 29.9w, HALF PANEL srauF : a/s a 1" scatE : r/a = 1• a2sr• .JT4• axis• rro° Rree wo It 150 Awl .034• � � 1 " " TRACK �.--- 1.880' --� �• Li. F - _ SME : 112 t• (�) REVERSED "F " 8047 R.067 "U" HEADE TRACK ANGLE T" 48• SOU, 112' - I • - SCALE.. 112'. t • ® "h" HEADER SCALE : 1/2' a I' r/4T 20 �-• -ow S L 1 xM r 40n ro - a - - r1^ 7 - ••7 CAM W� 1.. 1 -T • eye• �- - -a°o°' ---I caa• .�'� tox.) &Q (EYHOLEATt�AA�I I 1 11 11 If 1 1111 11M fill d STUDDED ANGLE DETAIL 1: sru w/ w/NG Nur 1 /z "" 1" 0_,5. 524a: 112• - 1* p$Q$}aK,T RE'NI8£D SME: t/T m r as +rkbtMr etaooL —o 02 71_ OWN MUM "'I�'.tae° t�tamta paB i F.O.C. Omgoh Nelocf Hurriccone Zone STORM PANEL TYPICAL ELEVATION sn ao385' GALVANIZED STEEL STORM PANE! war. 1/4 tto+t (aiP �. r�4• rsw acs• NU -VIE INDUSTRIES, NC. '� VAX SECTION A -A t 2" x 5 ( x.) x . 125" ANGL - � at giffiffirmw -�, � z t w K x s sets : r/2° � r• a wr x � e � ra or a Sm4 DcW E a Qco tmklmmafa COA'G4ETE AWYORS \ CONCRETE ANGICRS 1 4 r x t /2 PM42YA7E ANOMDRS ($EE SPIED" � RE OW \ IsEB scNEDCa.q � c� u�eocr w/ R a (SEE SCHo" \ NUT. 12 a C. — ED 4- - 1 4 Cont. POURED CaNDAVE PWRED t RWU Q aR RE0 RE �, W +17RE -1 { w i 2 3 oont 3 I W con 1 S Nur ! I I toR lri�s AaA1mN I I I I g t I SEE Sc++ I I J ( 1 � ! I 7/9 x J � � I I I ta' 0.C. + ! I ,yJ��'NUr � � 1 4" hip � S 7f4 • I jI a i t2' R G ,�/��Sg f2° a B ASR' b Con S { f I I I Cont. I ppUpED J ' Q ! COMM CaNcam l oarE) REOUAPED 1 1• 7 Gn4 / 4 c4nt / / o. t r a" r a• a // _ i �REDUlRED C IE•' 1El�r. R G 4'GMfWEIEA (SEE CEILING & FLOOR MOUNTING BUILD —OUT MOUNTING 1NSTALLATIOK WALL MOUNTING INSTALLATION SECWe ANCHOR INSTALLATIOK — SECTION 2 SECTION 5 sate: J/9 " . 1 SECTION 4 SouE J19 1- sm I ! .im ft r � � x �/� y aa�vemrtwle —off/ . 4Q Acacrurloa Nlfi ®+ Aso a 7 a�8 I ° �`Po. c. K _/ --_.1. : xE� ♦� i • - y► • • x:B.C. Hi h Vakc! Hurrtcone Zone coot NOT 1W OOA(M V a• sEcrim : o.Q395 aLVAmzw E+7m sroRM PANEL t er � 00p/CF1UN0 MO MM SEC110N8 Clay M ACV. 54 ANY WAY 101d sECr/oN ®s7un TO Wff ANY RM&U • • • ""7. • NU -VtlE INDUSTRlE5, INC a lt WALL MOUNTING INSTALLATIOK "�" • • ` O :N 4 SECTION 1 swiE : J/d . r• ¢��/� • • P • • ' RIM a' °i'8 MOM N. eN�r a or e . . ... . . . ••• . .. . • B coot ' CAfx -du pn � 8 , ` s x .lj/J2' • e. • rs aa ai • e .i s teas ? E i - l l B wmtc � Orr ro .. tSEE I trt�'> I • . eo � c..•b 1 t I I I fmw rwt' i f GMW C i f I a° x 4• x .raa' ? `� jl OR 4 OR C5 f I f I araa - ore f a^ uox.� m� 603-M Act AME __ OR Cd1t MM AAICi�' f I I f I mm ( ___ 4' f Bar s 4' f 1 I ® ® rOWU �COA Atom. �Yd OR �� W a r lPJ 7' ra tam SW $11M M= f I I I f I I eULmat f CASE A (Plan) ° S ASE B (Plan) I I 1 1 =UZ' 114 e ' • SUMP ! /4' • ' ^ 2M cohomw lull PouPEO W I ' I oamw 1 I OA1 7E' a w,¢t is aaw I f COMM W 1 FEEU asao' ern I 1 I s - M ,actor cat AM AA M A j � aeg ; 1 m "' Y Aroa+ ° vm+r nwOroes o ra° a s ora as A 6 Cold. .9aO , i14' GaP r< SEMOV ® ANCHOR WALL MOUNTING INSTALLATION a x 2 x . rC M.rE7WA7E LW toanrtOe a • x a" x .0�' lkod. t I {DIRECT MOUNT) — SECTION 6 a j BL�� t SME t X18• n 1• REOrrREO i I � I I CASE C (Plan t CASE D (Plan) a I I ia a s ®• z a e anv 114• < r r/4 a r• 2 .o ON W �l4Dc END CLOSURES DETAILS OR CaWRM SL= WAU -� MM mR crorrea li m.OF t F.B.C. h velocI&Y Hurr/con• zone) 8 coat CO. r 0.0395 GALUANlZEO STEFL STORM PANEL yOY. 5EMN ® SMD WALL MOUNTING INSTALLATION 11L1fCCO'lMa. NU —YUr INDUMIES, Ma al cnrt 'os' SECTION 3 scue : s1e° - r• ,� t r x t.+� g owe b `�) r�-a� 287 = t WAL 0 fir— 'F AMM s etrrr�U • P C i x r r ar a MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK WALL STRUCTURES MAkW A MANU A ANZYM SPACM FOR E 0. 0 3 1/2' +• APPLOARE 1a DEM LWD WOW avx-6A PAAELM47W sow" $ A APAM A PAVEL E A m EDGE DWANCE N (plaj ANY COMM( MN LOAM 2' (a) TO CONCRM m MA SOW 70 cavau E to MASONRY TO W1X,'Rm ro L04 mw or rm . 12' N/ A r2' N/A 11' N/A 1 (MP) 12 6 12 9+ 11` 10 1 12° 5 r — oymm to' x/a 9° N/A 7 r /a' N/A 2 (top) MAXIMUM DESIGN PRESSURE RATING "W" (p.s,f.) AN 8' N/A 71/2° At/A 8' N/A z (eorroMJ CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE +W-0, -72.0 8' ° LOS S • 12' 1v /A 12 N/A 11' N/A 3 (7-0p) 8t-2' OR i l 6° 12 9 it 10 t /2 3 (8OMW) DE Mm PAVE LENGTH �� PRE�DRE RAmAO L (10 ro NAY CQ�RLi1WAl OF n�LA NIA N/A ta 8 B" 6 6 (ToP/807rom) • &&f.) (SEE sE NSl 12' 6 12' 9 r1' 10 112 4 (TOP /BOTTOM) +80.0, -72.0 8' -9 OR LESS a 112" r 10 112' N/A 1t N/A 10 112 N/A 1 (TOP) +460.0, -72A 8' -9° OR LESS i 3/8 2 12" s 112" 12 8" 10 112 to* J BOTTOM]] 5 7Y0M +80.8, -72.0 >8' -9 OR LE55. 3 1/4 3 8' NIA 8' N/A 7 NIA 2 (TOP) +60.0, -72.0 8 -9' OR LESS J. 4, 5 & 6 8° N/A 7 N/A 5 112 N/A 2 (80770M) +60.0, -72.0 >8' -2' to 8' -9 +50.0 -5S.o >8' -9' 7b rt' -2" j3/e. 4,5 & 6 12 N/A !2" N/A 10 112 N/A i (top) 12" 5 r 12 12' 8° 10 1 12' ro 3 (BOTTOM) N/A N/A 12' 6' 8' 6 6 (TOP /&mom) 12' 5 t/2' 12' 8 10 r /2" r0 4 (TOP 180770M) 12' 6 12° 8 112° 10 r/a to" 5 (rop /Hamm) +5aQ, -55.0 N/A N/A 12' 6° 8' 6 8 (TOP /BOTTOM) >8• -9° to r1 -2' ra° s 112'. 12' 8 r /2' ro 112° 10 • 4 (roP /BOTroM) * SEE SHEET s of 5 FOR ANGHORs TYPE & SPACING FOR IWAILIATOVS GATO AWD FRNAE BDRDM= MW * • AOXAW A ANL"HOR SPACINGS ARE VAUD FOR J 112 EDGE aWrAACE •8 •1dD me P&P" FORE D. LESS THAN 3 1/a ; ROWE ANCHOR SPACING BY > CaLe ANCHORS & E MuLnPLxNC� SPACINGS SOM ON SWEWa BY 7W FUUOMVG 1gp6 -07/ •o,I�� Astcl�ncs -0 7•o Doft FACTORS Mln, E D. FOR CALK -IN E= 8gyy FOR RE 7IRS IS a 1 FOR OPER47f0ti ON r p B£ POSSJBLE REDUCE SPACING OBTADiED USING FACTOR SHALL NOt BE LESS THAN MINDAUM _ANCHOR LEGEND rl SPACING IND/CATED FOR EACH ANCHOR T1PE At ANCHOR LEGEND. • • i i ♦ • •, • ice• FACTOR ANCWR. TYPE AM A NCK O R • + ♦ i • ! • • + ACRGR. E A SPACING • + • • i •- • • M f • WPM / FAMtares cvx TAPL'ON/ PANEL8IATES 3• • i • f M ,• • i ♦ ++ + + • F.S.C. (High vM-fityy Hurrfcone Zone s' 88 .75 CALK-AY z 1 /a° 0.0395 GALVANIZED STEEL er STORM PANQ MILK a r/a° n 60 • f • • • • NU —VUE INDUSTRIES INC. a #Afr 2' .80 — � •�, +• Qt .♦ t (W$ oar tCR�16l ase-.aaAe 05 -287 7/ - • f • eA a • • ax � mn r as A•6M9A• No now? Jr. P E i a SAiRdY 4 t8' 8 0 00 00 0 • • if+ i f • i •f• - • • •00 • • • +i• T /4' d 1 K7 P 8 B. a W/ T /4 i F1� mdWe// P • IA' O. a•1'' WOOM2 B' a a W/ ! J Aft rHRFADID PM¢LXg1E W/ T/8' P .. • t !!D m &V57 ? J/3z' WAND NUT O EYt Y ! 1 • lPt. mEx/snNe 10ROSR ♦ t s7z0 a a W O • 8 SSW Wron 1♦eDER • 114 0-M x • 5. S. U6, m E7 Q W !Pi#� • • • At Barrs W Q$ O !A!!' Pr a a I • I $ AR T"' s t x 4' x t/8' ABn. 2 cow 3 t c - " I cbnt •• t - • •• uxs /a'I 0 mar - I r t I ( I (aNxm NPAOER u ° . s I 3 mx Lair scFEW Ar I I I RE ! I { • a o. a I a mvmm or 1 I I I i � a. srvAa+rmA I I m � I i I { I 1 / PIN Aft ( m Ersro am I 1 I ! I I reNrraaanrm I I r --A- LT R T I I 114' 0� 1 t /4' 0-20 x 1 I I I MAL MR ( I j am/ I w% s x 1 1 I I FdsEr sasmRF7 I 1 0 . I I AT A OP Purr I '/� ( I I 1 I s m s I . c I I I I t 1 E70SRANT MASS 1 { I 1 I I I I I I ( ' sAOWIa Nu I I P sw P ,• I I ! I`' I I t I rp a c 8 � 7 � c ,A r I 1 1 1 0 c I 1 7 //0' Yap. S 875 0 - 209 'a a G $ 1 g I tY a a P p' x B ( / NUr tr Wl610R I I xzsD 1 REDUwrD 7 cat ; 1/4 d 114' 0 rtW mob t 4, d B Cad. Sf. /r O 0 d a W/ p• x 4 lgA7E PAMM W/ 7 P t 9 8' a W/ 8 i p' neap A0DWO7tl ' Gpld�D o t8" ' a W �P AONM ift r r PuTs AT AMOM OF RATE ' R 7E E0 pW /4' 0 w somw O L RNArlVE ♦ 4 a a W t T ALTERNATIVE f ALTERNATIVE ALTERNATIVE S CEILING & FLOOR MOUNTING ALTERNATIVE 3 INSTALLATION — SECTIONS B WAU MOUNTING INSTALLATIONS — fQR !Wx SME : 114'- 1' PftDM=RE'VMW sib aw•4° SECTION A m7ur: /4 1• � and Aloymb I WA S A M�f05 N AS NO7>a'� -o O 7 A I x NEW p x 8 P. r. m HE sMMM PW No. 2. AWA= DRY WIN INSTALLATION DETAILS ON .1 MR MW BE , 8 PAT r• a W/ m a oR anac 4 GOA Harr FOR COM19001 6F ; EXISTING WOOD BUILDINGS Fs.c. (Hi VPIooI 'Hurricane Z one AA Comm 0.0595' GALVANIZED S7EEL SWRM PANG PAM n ' • ' se a a W/ WAY TO AV ANY #WN4VM e'm r NU -WE INDUSTRIES, INC. Y • x4�PUTF +... 7,x__,7 I �✓�° TkW O R (.fdd) �M�Yt IJOO/ . 05-2E7 ALTERiNAT. _ a '�` "" xxme. � e 8 �,'• .n. �. ESam a Amur . a e snare Dr s MU p V a1 n MiANII DADE COUNTX, FLORIDA BUILDING con.. cE OMCE (BCCO) , �� `� �� " wEsT >�G� �, surrE 1 OL ON MIAMI, FLORIDA 33130 -1563 - - -- - -- (305) 375 -2901 FAX (305) 375 -2908 • • • • • • iss l ` under the applicable rules and . $ PP regulations governing the use of construction materials. • The doc "6itted has been reviewed by Miami Dade County Product Control Division and accepted ..... b3%dwA$ard of.R*A hnd Appeals (BORA) to be used in Miami Dade County and other areas where allowed by • •.;.. the Authority lb!X Imisdiction (AHI). • • • • This NUA shail*tdtbe valid after the expiration date stated below. The Miami -Dade County Product Control .. • ... Division (In MW T?ade County) and/or the AM (in areas other than Miami Dade County) reserve the right to • hgeve thi3 product oi'material tested for assurance prod perform in • quality purposes If this product or material fails to .:.... the accepted, ater the manufacturer will incur the expense of such testing and the AlU may immediately 116"74111 , 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 faits 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 `SH -4000" Alutninurn Single Hung NVhndow APPROVAL DOCUMENT: Drawing No 2736, tided "Alum. Single Hung Window W/ STD. MTG. Rail' sheets 1 through 7 of 7, prepared, signed and sealed by Robert L.Clark, P.E., dated 12/15/04 with revision "F", on 09/20106, bearing the Mnmi -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MMILE 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 na 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 NO& 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 b 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 # 054104.05 and, consists of this page 1 and evidence page E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jahn D. Gaseon, P.E. NOA No 06470&04 t� Expn Bate: September 30, 2811 to �'" Approval Date: Ober 19, 2006 Page 1 PGT Inds NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 2736, titled "Series "Alum. Single Hung Window W /STD. MTG.Wl" Sheets 1 through 9 of 9, prepared by the manufacture dated 12t.1� • • • • • � 'with i�ii��on " D", on 12115/04, signed and sealed by Robert L. Clark, P.E. • ' 0 0 .0.0 . 0000 B. TEST'S * 0000.. «. .. . 0000.0 1. Test reports onl) Uniform Static Air Pressure Test, Loading per•1,•TAS 2002 - -94 • • • • along with marked -up drawings and installation diagram of alu4ftf ih single hrlig • • •� . window, prepared 0000. • by Fenestration Testing Laboratory, Inc., Test ?!Skit No. �L- • 3654 signed and sealed by Joseph C. Chan, P.E. • • • • 000:0. � �..� ...��• "Submitted under NOA # 058 - 0104.05' 1 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 r ' •' • • • • • • 0000.. 2) Uniform Static Air Pressure Test, Loading per FBC, TAS '102-04 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 aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT'L- 2959, 2960, 2961 2962, 2963 and 2964 dated various, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 058 - 0104.05" 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) Fore Entry Test, per FBC 2411.3.2.1(b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4179 dated. April (7, 2004, signed and sealed by Edmundo J. Largaespada, PX. `Submitted under NOA # 058 - 0104.05" 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) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4379 dated 11/04/04, signed and sealed by Edmundo J. Largaespada, P.E. Jaime D. P.E. Cbid, Product Control Division NOA No 06- 0706.04 Expiration Date: September 30, 2011 E -1 Approval Date: October 19, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Revised Anchor Calculations, ASTM -E 1300-02, and structural analysis, prepared by PGT Industries, dated 09/20/06, signed and sealed by Robert L. Clark, P.E. • • • •: :.. • QUALM ASSURANCE • • • • • '....' 1. , • Miami Dade Building Code Compliance Office (BCCO). • � "•' j .. ; MA qM AFL CERTIFICATIONS • • 1 ... Moue. .... :..... F ST &C�� • • • • • • • • • : 1...: Statement letter of conformance and no financial, dated May 11, 2001, signed by • • • -Robert L. Clark, P.E. • • • • "4ubmitted under NOA # 04- 0714.06" • 2. Laboratory compliance statement as part of test reports for Test Report no. FT1 2960, 2%1, 2962, 2%3 and 2964, issued by Fenestration Testing Laboratory, Inc., signed and sealed by signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0714.06" G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). 2. Notice of Acceptance No. 05 -0104.05, issued to PGT Industries, Series SHE Aluminum Single Hung Window, approved on 03/24/05, and expiring on 09 /30/06. J D. Gamon, .E. Product Control DivM= NOA No 06. 0706.04 Esphmdou Date: September 30, 2011 Approval Date: October 19, 2006 E -2 GENERAL NOTES: NON- IMPACT WINDOW 1. GLAZING OPTIONS: A 118" ANNEALED GLASS S. VB° TEMPERED GLASS C. 3f1S" ANNEALED GLASS D. 14" ANNEALED GLASS 63 11W MAX. WI 1 E. 3KW TEMPERED GLASS F. 1W TEMPERED GLASS 49118° MAX. FIXED G. 12" I.G. GLASS CONSISTING OF (2) LITES OF 1AT" ANNEALED GLASS LATE DAYLIGHT OPENING WITH A 1/4" AIR SPACE BETWEEN. H. IW I.G. GLASS CONSISTING OF (1) LITE OF 3118° ANNEALED GLASS +rl AND (1) LITE OF IV ANNEALED GLASS WITH A3/15' AIR SPACE BETWEEN. I. 12" m GLASS CONSISTING OF (2) LITES OF 118" TEMPERED GLASS NOA DRAWING MAP WITH A IW AIR SPACE BETWEEN. SHEET J. 112" LG. GLASS CONSISTING OF (1) LITE OF 3118° TEMPERED GLASS AND (1) LITE OF IV TEMPERED GLASS WITH A 3/18"AIR SPACE BETWEEN. GENERAL NOTES ............. I 2 CONFKiURATION 111 OX 34 .....................1 34 GLAZING DETAILS............ 2 ....... 3. DESIGN PRESSURES: (SEE TABLE 1, SHEET 3) MAX DESIGN PRESSURES 3 FOXED VERT. SECTIONS ............. 4 A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS O 4 LITE HORIZ. SECTIONS .......... . 4 ® TABLES ASTM E 1300-02. — DAYLIGHT PARTS UST ....................... 5 S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS OPE OING EXTRUSIONS ................... 5 TABLES ASLM E 13W-02. C. DESIGN PRESSURES LESS THAN 40 PSF ARE NOT APPLICABLE IN MIAMI ANCHORAGE .................... 5.7 -DADE COUNTY. 4. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 AND 7. THE 331/3 STRESS INCREASE HAS NOT SEEN USED IN THE DESIGN OF THIS PRODUCT. F 5. SHUTTERS ARE REQUIRED WHERE IMPACT RESISTANCE IS REQUIRED. MAX SHUTTERS MUST BE MIAMI -OADE COUNTY APPROVED FOR INSTALLATION IN MIAMI -DADE COUNTY, HE] 8. SEALANTS: FRAME CORNERS, FOXED MEETING RAIL SEAMS AND VENT CORNERS SEALED WITH CLEAR COLORED SEALANT. MAX 7. REFERENCES: TEST REPORTS FT L-M% FTL -nW, FT L -2981. FT7. 2953, X / VENT FTL -3884, FTL -0179, AND FT L -4375. DAYLIGHT ELCO TEXTRON NOA: 040721.01 03-03-C228.05 DAYLIGHT NDS -2W1 FOR WOOD CONSTRUCTION 0 ING ADM -2= ALUMINUM DESIGN MANUAL S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR ig6AtAfUht THE HIGH VELOCITY HURRICANE ZONE (HVHZk Ale* - 48118' MAX VENT AI�iIII• DAYLIGHT OPENING • buT Qt E169)0 7104 • • e • • s CHANW AUM 3 TOASM E • • FK r•r e F "SPACEM MLa til483REC1PES.. JVE R1bT9lANDE EFYAW -ON % #W J.J. 08/UBbB E CHANDED NQTES 9.4, 7d MAPPAOEB. ADp NOTEB. NOKOMI &Fi -3G275 • REDRAWNAADDEDALT. EXTR., AOOT.l�tA93 TYPES &MAP. P.0.80X lBZB "' AL�IW1 aslNGL H G YM STjI•MTG. RAID PE o to daxcx�s, F1. 34274 Vut61y Berarr • &ftw �TS � b t 7 •�„• • 2738 F s e2 F:K 1?/13/dR J.� 528toe IV ANNEALED OR !22 TEMPERED GLASS 23 � D � S 52 114 rE 4PERE D GLASS - 3f8° N. , 318° IN. 25 3!8 °MIN. 19 19 19 118" GLAZING DETAIL 3116" GLAZING DETAIL 114" GLAZING DETAIL (ORIGINAL DESIGN) (ORIGINAL DESIGN) (ORIGINAL DESIGN) 112° NOAH 112' NOM. 29 1♦8°ANNEALEDOR TEMPERED GLASS A an(r ANNEALED OR TEMPERED GLASS OR 114° AIRSPACE A OR 3118° AIR SPACE A 55 1a° ANNEALED OR TEMPERED GLASS 56 118" ANNEALED OR 7EAA�PERED C3LAS3 30 B ' "• 30 B "' r rrr s,Nrnr�. 31 31 19 19 > • , , • , • • "' ••' 1 /f' I.b.:GkAZING DETAIL 112" I.G. GLAZING DETAIL ORIGINAL DESIGN (ORIGINAL DESIGN) • g o9d9 F AR GussDErAUSStr�fssae GLAZING DETAILS folorECNnwLOOrDwve OPM • E Kd 88 RE818VED T. NOK00.98, R 3bT7b TO s' ALUM. SINGLE HUNG WINDOW, STD. MTG. R41L L. P.E. ••• 1211#104• D• /FORA .AND ED ALT. GLAZING DETAILS NO .O.aq 1 94274 Visibly Better 8ee1e° °aitic °M 1°i 80 ' PE #39712 F.K a48RY/ JJ. • SN4fk70 Fuil 2 a 7 2738 F BtruuWra I • • •00 • • COMPARATIVE ANALYSIS: •.. • • .'. : • TABLE 1. GLASS TYPES: WINDOW GLASS s s • • •. wTNcbwHBoHT A. 118" ANNEALED FTL- 2961, 2893 • WIDTH TYPE 26" • • 39 31d • • • allift• •' Sr 79" * IL 118" TEMPERED FTL -2981, 2883 A +56.7 -90.0 +56.7 -90.0 +56.7 - 90.0 +55.7 71.0 +43.8 -43.8 C. 3118" ANNEALED FTL -2980 19118" B,AF +58.7 - 90.0. +50470 0. +ti8.7r "W,0 +56.7 -90.0 +56.7 -73.0 * D. 114" ANNEALED FTL4980 C,D,G,H.I,J +56.7 -90.0 +56.1: • 44.0: * +58.7• a .90.0 +58,7 -88.0 +56.7 -W.4 E. 3119" TEMPERED FTL 2988, 4179, 4379 A +66.7 -90.0 ns. �.."'o +5t.7 *0 +58.7 -63.6 +38.2 -38.2 * F. 1!4" TEMPERED F7L -2888, 4178, 4379 . 24" B,E,F +56.7 -90.0 +56.7 -90.0 +58,7 -90.0 +56.7 -84.9 +56.7 -83.6 G. 1/2" I.G. (119"A, 11C AIR SPACE, 1 /8 "A) FTL C,%G,H,I,J +56.7 -90.0 +56,7 -90.0 +56.7 - 90.0 +56.7 77.1 +56.7 -57.9 * H. 112" I.G. (3f19"A, 3118" AIR SPAM Il8 "A) FTL -3984 A +56.7 -90.0 +58.7 -90.0 +56.7 - 90.0 +56.7 -81.8 +36.3 -38.3 * 1. 112" I.Q. (118 - T, 114" AIR SPAM Il8"T) FTL -3664 28112" B,E,F +56.7 -90.0 +56.7 -90.0 +58.7 -90.0 +56.7 -62.1 +56.7 -60,5 * J. 1M" I.G. (3l19"T, Sir AIRSPACE, It" FTL -3884 C,D,%H,I,J +56.7 -90.0 1 +56.7 -90.0 +58.7 -9010 +58.7 -74.6 +55.0 -55,0 * UPGRADE FROM GLASS TYPE TESTED A +56.7 -90.0 +56.7 -85.5 +56.7 -77.8 +56.7 -60.0 +33.8 -33.8 32" B,E,F +58.7 -W.0 +56.7 -90.0 +58.7 -90.0 +56.7 -80.0 +58.4 -56.4 C,D,G,H,I,J +56.7 -90.0 +56.7 -90.0 +56.7 - 90.0 +56.7 72.8 +51.3 -51.3 A +58,7 -90.0 +56.7 -73.5 +56.7 -65.9 +58.7 -58.2 +33.0 33.0 37" B,E,F +56.7 -90.0 +58.7 -90.0 +56.7 - 90.0 +58.7 -80.0 +55.0 55.0 C,D,Q,H,I,J +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 72.8 +50.0 50.0 A +56.7 -90.0 +58.7 -86.5 +66.7 -59.3 +48.0 48.0 +33.0 -33.0 40" B,E,F +56.7 -90.0 +56,7 -90.0 +58.7 -W.0 +56.7 -80.0 +55.0 -55.0 C.D,G.H,I,J +58.7 -90.0 +58.7 -90.0 +58.7 -90.0 +56.7' 72.8 +50.0 50.0 A +56.7 87.8 +58.7 �.3 +51.7 -51.7 +48.0 -48.0 +33.0 -33.0 44" B,E,F +58.7 -90.0 +88.7 90.0 +56.7 -89.9 +56.7 ' 80.0 +55.0 -5510 5i ft ttlltlh C,D,G.H,I,J +56.7 -90.0 +56.7 -90.0 +58.7 - 81.7 +56.7 72.8 +50.0 -50.0 A +56.7 -79.3 +56.7 - 58.7 +46.3 -48.3 +42.1 -42.1 +33.0 -33.0 4$" B,AF +56.7 -90.0 +56.7 -90.0 +58.7 79.7 +58.7 70.2 +55.0 55.0 Di+idea C,10,HJ, +58.7 -90.0 +56.7 -88.0 +58.7 72.5 +56.7 -63.8 +50.0 50.0 A +56.7 70.6 +51.2 51.2 +39.9 -39.9 +36.3 38.3 +33.0 -33.0 93118" B,E,F +56.7 -87.0 +56.7 -80.0 +58.7 - 69.6 +56.7 -60.6 +55.0 55.0 C,D,G,H,I,J +56.7 -87.0 +56.7 '-77.6 +56.7 -63.3 +55.1 -55.1 +50.0 50.0 ftK a80 P E13 UPGRADE TA8LEDEBIfYJf+li�3u URESPBiA9TAf0602. mem os ,omtacEwoE«arwwa DESIGN PRESSURES E R e�LCk FA 052M 108 EDUDEMAX 7�DPFROM -11 7.0 F.K. 12115M D F &HtlPOR Box 18� ALUM. SINGLE HUNG WINDOW, STD. MTt;. RA1L �a ww: NOKOMIB, Ft 34274 Visibly Better ewwierec ast er, w"¢ ,. r PE #39712 F. 17115104 J.J. 5178108 sr+an4D NTS 3 - 7 2738 F atruowrel i i • • 1 M7E81OR •� • • • : •• +•• ii: NOTE dEN'�bAYUGH7bP.1 e 8 • • iii +.+ :ii :• ' • NOTE 2 • • 13 NOTE t 15 9 3 •• • • +i iii FIXED Lfm DAYUGHT O NG 13 NOTE 1 IXE I FD LIFE DAYL wr OPEmN MAX WID,.! - -i WaFJUOFt 4 SECTION A A 6 NOTE 2 mx HEI MT Im F.)f7 EUWR NOTES: vEX 1. WINDOWS ARE EQUIPPED WITH ITEM 13, SWEEP LATCH DAYUGHT 7 LOCATED ON THE VENT TOP RAIL OR ITEM 41, BOTTOM ux� LOCK LOCATED ON THE VENT BOTTOM RAIL. 42 2. WINDOWS ARE GLAZED WITH ONE OF THE FOLLOWING GLASS ITEMS 21, 23, 24, 29, 51, 52, 53, 54, 55, OR 55 �lillM 28 41 NOTE 1 � • i i �etrr. 2 oR 32 12 SECTION B FJ F ADD+t>nwasANDWTnROrEa 1moTEOHNOLO6YDRiVE SECTIONS J.J. 08✓ 8 E ftWMVJMAWREMOVEDALTSWATEEX7RW0X8. NOKOMB.FL3; f F.K. 42l48R4 D ROMMAWADDEDALrEMMExrR MM. P.o.eoulsae ALUM SINGLE HUNG WINDOW, STD. MTG. RA!! t:1arf�. P.E v or yk p, NOKOMII8 FL 30274 Visibly Better PE 939712 F.K .112 4 r 7 max. 2738 F abuasaai ITEM DESCRIPTION PGT # VENDOR /MAT'L DWG. 1.139 1 FLA FRAME WAD s= NM 2 703 3 8 82704 8083 2704 2-ow 4 FlYED MEETIN3 FAIL EN2 2706 -m 9 VE STOP 5 VW x TO TOP P 1 2100 2.000 8 TO 88346771 27 7 2. 800 ! 8 VENT WE .500 j 88387 T8 REE 8 4 2748 1.369 1 x.780 7834 A Rs 1 ' B78 .Soo 12 BULB CS OR = .080 13 S LATCH 71 NA a 1.462J x. 18 OR= 2.03'0 1.983 18 P .1 x FIN 6 082 TICS OR= 1 SW CET 1 CLIP 7 21 GE OR= (q ) #2703, HEAD O #2704, SILL � #2705, JAMB 1 / 6063 -T6 6063 -T6 6083 -T6 22 &= FlORIDASCREEPIOR= 2718 23 3P18°ANNEALEDG II 8" .083 —► fl - 25 3M8° 114' 186 OR= 271 #8 x 1.000 QLAD P S PQ n 27 1" x 1 112° OPEN CELL AA 750 I�+- I. A 1 "A GLAZING OR = 2.100 7j -- f 3 ILL 1 81 # 41 BO7TOA4 40 2740 1.811 42 1° 2x 18" g76 1 ' 1 114' ANNEALED 53 t/4° GLABS 1 .082 112" I.G GLA88 8° 6° AIR SP 18°A 2.058 1.010 88 I.Q 1 9 SP 1 172'I.G. 18'AIRSP 1 a #2751. ALT. SILL 4 #2706. MEETING 6063 -T8 RAIL, 6063 -T6 (ALTERNATE EXTRUSION) 1.882 1.7' .978 .828 � - 884 o 1.817 5=02 .omw 1.898 1.187 .928 i • • • i i i s •• • #2707, VENT TOP #2708, VENT BOTTOM O #2709, VENT SIDE •8 + • 7P0 • i • i • • �1 #2740. BOTTOM RAIL, 6063 -T6 RAIL, 6063 -T6 RAIL, 6063 -T6 • 3 0P, 6063-T6 LOCK. 6063 -T6 ••s • G t� FX 08l2dlOB F AM AR �ACEDlM.70 LO. MAW RECIPES, 7TEA?328.84 888 �. TS L�7�ANI3 r>:'X7'R S ` JJ. 08. E 838 1.Ci OGA88 NOKWS, FL 54278 ii v Wo ,u,3ro4 o uaa4 P ' a Y P.o.eox,sm ALV Sl G G I!�!(i�Otpt S;�D7 MTG. RAtL L Fimt� P.E. T — M o.� TED ARTS usT W/OM NO. S =VENDORS. Noxaa,re. FL 34274 V"fy Betm7 • �^ PE OW12 F.K 17113/04 J.J. 8/18/!18 • 87f4000 H aff 5 d 7 2738 F BtruaWrel • • • • i i i• • • I • • • • • . • • • CONCRETE • • • • • • • • ® 13 M IN. 1 MIN • • • • • • • • • 1 Sr . M1N. 1N4 MIN. 1M4f9NN. •• • 0 a !!!��''' 114" MAX 1W MAX 114" MAX. SHIM - 0 410 '? :,� ; .. •: 1.780• � : ,.780° MM .WOOD ANCHOR CONCRETE ANCHO CONCRETE ANSEENOTEI SEE NOTE e . SIDE NOTE 1 M ® MIN 1X WOOD BUCK (SEE NOTE 2) MIN. 3W CONCRETE ® 2X WOOD BUCK (SEE NOTE 2) OR MIN. lAW CMU OR MIN. 1.81W CMU (EXTERIOR) (EXTERIOR) P(TERIOR) DETAIL 1 DETAIL 2 DETAIL 3 TYPICAL JAMB ANCHORAGE NOTES: 1. MIAMI -DADS COUNTY APPROVED ANCHOR TYPES: 1. ELCO 114" TAPCON 2. ELCO JW S84 CRETE -FLEX MASONRY SCREWS 3. #12 SCREW 6 FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY ABOVE APPROVED 114" TAPCONS OR SS4 C RErE- FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1.780". FOR WOOD APP UCATIONS USE #12 STEEL, 06 SCREWS OR 114" ELCO SS4 CRETE+%EX ANCHORS. 2. WOW BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 Mr. WOOD BUCKS DEPICTED AS 2x ARE 1111" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3, WOOD BUCK$ LESS THAN 1 ll2" THICK ARE OPTIaIAL (PRODUCT MAY BE INSTALLED DIREMY TO CONCRETE). >" N 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 806148 AND A MINIMUM OF 1118° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW JAMB SIMILAR TO THAT SHOWN IN DETAIL 3 ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHOR QUANT1TIIES SHOWN IN TABLE 2, SHEET 7 FOR ANCHOR TYPES 1 AND 2 IN CONCRETE MAY BE USED. S. ANCHOR ARE NOT REQUIRED IN THE HEAD OR SILL (REF. TEST REPORTS, FTL -4283 AND FTL -4378} 1 6.83 11W WIDE x 78" HIGH UNITS TESTED TO FULL DESIGN PRESSURE AT THE FOLLOWING SPACING JAMBS: 8" MAX. FROM CORNERS, 8 V2" MOW MEETING RAIL AND 1T ABOVE THE LOWER MEETING RAIL ABHOR. 7 MIN. ANCHOR SPACING. 7. FOR INSTALLATION IN MIAMI -DARE COUNTY REFER TO DIMENSIONS OF NOTES AND ANCHOR QUANTIES PER JAMB IN TABLE 2, SHEET 7. ADDITIONAL ANCHORS, WHEN REQUIRED, TO BE EQUALLY SPACED ABOVE AND BELOW THE MEE7INO RAIL BETWEEN THE CORNER AND MEETING RAIL ANCHORS. " /� /Jf S. MATERIALS, INCLUDING BUT NOT UMMEDTO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FSC 2004. Of ! SECTION 2003.8 .4 (SUPPLEMENT 2DDS]L FK =2= F raaREMOVE cars filwam. a arLSrororEC�avococ+v�ove ANCHOR DETAILS J.J. OFI050S E REVERSEANCHOR SPITS. A REVWANCHORAWNOTES NCKOMIS, F1 .33278 x + P aa4 a RS Raww UDATM wa7ES aREUavEaraEan asuc crr�rs .c .eosze 4 ALtlA9. SINGLE HUNG WINDOW, STD. MTG. RAIt c� Fx rme NQICO,MS,FL 3427 1/istbly 9ettar s am.: msnnra w.. PE839712 F.K rZrS+D4 J.J. 8 SH4t100 PITS 6 7 2736 F 8tru3tural QUANTITY OF ANCHORS REQUIRED EACH JAMB TABLE Z " ANCHOR TYPEJSUBST•RATE KEY ANCHOWSUBSTRATE WINDOW HEIGHT 3AW - #12 SCREW IN WOOD WINDOW GLASS 2 " 38 316" 6D 818" Sr 76" 2W = . 114° SS4 CRETE- FLEX#► WOOD WIDTH TYPE 31W 2fW 1,21C 31W 21W 1,110 31W 21W INC 31W 211 1,2fC 31W 2IW 1,21C 1210 =114° TAPCON OR 174• S84 CRETE +I.EX IN CONCRETE A 4 4 4 4 4 4 4 4 6 4 4 6 4 4 4 (SEE APPLICATION NOTES AND DETAILS ON SHEET 6) 161!8" B,E,F 4 4 4 4 4 4 4 4 8 6 6 8 6 6 6 NOTE: ANCHORS NOT REQUIRED IN HEAD OR SILL C,D,G,H,I,J 4 4 4 4 4 4 4 4 6 6 6 6 6 8 6 GLASS TYPE KEY A 4 4 4 4 4 4 6 4 6 4 4 6 4 4 4 A. 1t8"ANNEALEo 6.1i'TEMPERED 24" B,E,F 4 4 4 4 4 4 .6 4 6 6 6 B 1 6 6 6 C. va ANN NEALE C,D,G,H,I,J 4 4 4 4 4 4 6 4 6 6 6 6 6 8 6 E. 3118" TEMPERED F. 1W TEMPERED A 4 4 4 4 4 4 6 6 6 6 4 6 4 4 4 G. Ire I.G. (N8°A,1tV AIR SPACE, 10A) H.1/2° I.G. (3116°A, 311(' AIRSPACE, IVA) 26 V2" QE,F 4 4 4 4 4 4 6 8 6 6 6 6 6 8 6 1.1P2` I.G. (1,WT, IW AIR SPACE, im r) J.1YP I.G. (Miff, 3MW AIR SPAM 11" C,D,G,H,I 4 4 4 4 4 4 6 8 8 8 6 6 6 6 6 A 4 4 4 4 4 8 8 t' 6 6 6 8 6 4 4 4 32" %MF 4 4 4 4 4 8 6 6 6 6 6 6 6 6 6 C,D,G,H,I,J 4 4 4 4 4 6 6 6 6 6 6 6 6 6 6 A 4 4 4 4 4 4 6 } 4 6 6 8 8 4 4 6 37" B,E,F 4 4 4 6 4 6 6 6 6 8 8 6 6 6 6 C,D,G,H,I,J 4 4 4 6 4 6 6! 6 8 6 6 8 8 6 6 A 4 4 4 4 4 4 6 4 6 6 8 6 4 4 6 40" SAW 4 4 4 6 6 6 6 6 6 8 6 8 6 6 6 C,D,G,H,I,d 4 4 4 6 8 6 6 6 6 6 6 6 6 6 6 A 4 4 4 4 4 4 4 4 8 6 6 6 8 4 8 44" B,E,F 4 4 4 6 6 .8 6 6 8 8 8 10 6 6 6 C,D,G,H,I,J 4 4 4 6 8 6 6 6 6 6 6 8 6 6 6 •M �Mi A 4 4 4 4 4 4 4 4 6 6 8 6 6 6 8 46" B,E,F 4 4 4 6 6 6 6 6 8 6 8 10 6 6 8 r-,D.G,Ki 4 4 4 6 6 6 6 6 8 6 6 6 6 8 6 A 4 4 4 4 4 4 4 4 4 4 4 • 6• • 6. li 831!6" B,E,p 4 4 L 8 8 8 6 8' 8 6 6 8• • 8• •• C,D,G,H,I, 4 4 6 6 6 6 6 1 6 6 8 •8 • 8 6 8 F.K. 09cmw F REV /SE TAaLEANCHOR GIAMO fIE PER NEWANCHOR CALC�. (�Q rj�' LING I��NNIAIL)OWS Ion F1C. 0622 E RRMANDUPDATEANCHMWEfORMAT N w4H" .FL5a278 • —` UM.-GIA&£ff G MY D , S7'f"t,MTG. RAIL AA Y?1Y6Q4 0 NEW SHEETFORANCHOR SFACkVG. P.O 80%98% 1„Clartc P.E. , FYC Yb104 dr SIDS norccxaiB, r�.a vvtbty Baeur • • slWoao • NT3 �P m 7 • ��• 2736 F swm i• i i i i• i , o FLORIDA ENERGY C OT E EFFICIENCY T. Y BUILDING CONSTRUCTION ®�� Florida. Department of Community Affairs ential Whole Building Performance Method A BY ° : ...�.'ro1► Builder 1 Terrace Permitting Ufficg: w • Y. Permit Number. �..� nave Jurisdic0on Number: 1.. New Gaon • a a • • Addition 2 Cooling � • • •�' o Single smily or MAM010 • 1 — • -= site lbmity — a. Central Uni ftlit cad: 9.8 kBa>/hr • ; '?� • Num} 4>f rum, if � in l _ SEEW 13.00, Undueted 4. Nv nbd of NUmm; • • 0 b. N/A • �! • Is thi�>z1Yce? No — 6. Coadi4ned door axes ($- 438 fly — c. N/A — 7. Ohm typel and area: (Label xqd. by 13- 104.4.5 if not defindt) _ _ a. U- factor.. Description Area 13. Heating systevis _ (or Single or Double DEFAULT) 7a(Sn& Ddikut) 50.0 M — a. Electric Strip Cap. 9.8 kBtuifir _ b. SHGC. COP: 1.00, Und acted _ (or Clew or Tmt DEFAULT) 7b. (T 50.0m — b. N/A 8. Floor types — a. Slab -On -Grade Edge Insulation R=0.0, 85.0(p) ft _ c. N/A — b. N/A _ c, NIA — 14. Hot water systems — 9. wail types a. N/A a. Comae, ln�t Ind, Adjacent R=io, 338.0 W — b. Concrete, lit lnsul, Exterior R 268.0 ffl — b. NIA — c. N/A d. NIA c. Conservation credits _ e. N(A _ (HR41m recovery, Solar T 10. Ceiling types DHP- Dedicated! heat pump) a. Under Attic R =19.0, 438.0 fl 15. HVAC credits b N/A (CF-Ceiling fan, CV-Cn= ventil$aon, — c. NIA — HF -Whole house fan, 11. Duds _ PT-Programinable Thermostat, a. N/A MZ-C Multizone doling, b. NIA ha H- Maltizone heating) Glass/FloorArea: 0.91. Total as -built points: 3565 PASS base points: 3961 I hereby tiW the plans and speatkwdarts covered by Review of the plaits and this tiOn am in cxorrpliance with the Flo ide l=ttergy specilicaftis covered by this indicates compliance a PREPARED with the Florida Energy Code. DATE: k?,ZL ka g 49�3 Before axw1ru is c off this butt will be inspected fcv with that this building, as desisted, is in conoiance Sort 553-M8 + _ tact we tJVNN1BRtA+CI tIT: B1, IU ING O FID DATE' _�2- 21-c�� , DATA: 1 Ptedorrdrr n t gkw type For actual ghn t"aril ' .sum R wko r Glass outpu an peges . Enet�gyGau (VVersion: FLRCPB v4.5.2) SUMMER CALCULATIONS Residential Whole. Building Performance Method A - Details ATRESS: 311 NW 111 Twrace, Miami, FL, PERMIT#. ;• ' BASsr; As -BUILT fi rPES .. * 00 0.48 X • FtvijkMed X �66 _ Points Overman � Type /SC Omt Len Hgt Area X SPM X SOF = Points . • .A8 , • • , 4 8.0 ' .. 31383 24W-0 1.S ,'tint S 2 0 6.4 26.0 56.34 0.79 1� 0 • . .. . • • • 2Single, Tint E 2.0 6.0 25.0 65.40 0.86 1401.0 • • Total: 50.0 261.0 WALL TYPES Area X BSPM = Points Type R Valve Area X SPM Points Adjacent 330.0 1.00 338 0 1. Cie, k►t tttstd, 6.0 338A 9.14 371.$ Extertor 268.0 2.70 723.6 2. Concrete, krt Instil, Eaderior 5.0 268.0 2.00 536.0 Base Tom 608.0 1061.8 As4kdlt Total: 808,0 907.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points 0.0 . 0.00 0.0 1X)derlor Insulated 20.0 6.40 128.0 Exterior 20.0 6.40 128.0 pase Toni: 20.0 128.0 A943ulit - Tatal: 30.0 128.0 CEIUNG TYPES Area X BSPM = Points Type R Value Area X SPM X SCM = Points Under Attic 438.0 2.80 1226.4 1 1. Under Attic 18.0 438.0 3.72 X 1.00 1629.4 Bass Total: 438.0 1228.4 As43uttt Total: 438.0 1629A FLOOR TYPES Area X BSPM = Points Type R Value Area X SPM = Points Slab WOO) 20.0 -17W.0 1 1. SW> ri-Grade Edge try 0.0 86.0(p) 20.00 .1700.0 RBI 0.0 0.00 0.0 Basle Total: 1700!.0 As4kM Total: 85.0 4700.0 iNEiLTRATM Area X BSPM = Points Area X SPM Points 4380 18.79 8230.0 4380 18.79 8230.0 Summer Base Points: 11353.0 Summer As -Built Points: 11095.2 Toth Summer X System = Looting Tort X Cap X thlCt X System X Cred'i = Cooling Points Multipuff Points Component Ratio MuWwr Moist Mutt Points mystem - P* ft) (Dad x DSt4 x AM) (Sp 1: Ceftal LM =Wmh AEERMT(13 01 Nwe 11695 1.00 (1.00 x 1.000 x 1.00) 0.260 1.000 3040.7 11363.0. 0.3250 3689,7 11 695.2 1.00 1 .000 0.260 1.000 3040.7 ErwgyQuW'm DCA Form 60DA -200411 S`2004R RRCPB v4.52 FORM 600A 20048 EnergyGauge* 4.5.2 WIN TER CALCULAT Residential Whole Building Performance Method A - Details - ADDRESS: 318 NW 994 Terrace, Miami, FL, PERNJT #: , •�� • • • BASE AS -BUILT .... . ....• .• GLASS TYPES • .18 X X BWPM = Pants tverhwV • • Floor Area Type/SC Amt Len Hgt Am 0 M _ :0 .18 438.0 3.O 284.8 1.5 , Tiro S 2.0 6.0 25 0' 479 ; ,�. ,, 1 ►4 % 2,�, '� E 2.0 6.0 25.0 5.05 ' 1.03 130.0 Tot*. Ste 265,8 WALL TYPES Area X. BWPM = Points Type R- -Value Area X WPM = Pants A*Cwt 338.0 00 169.0 1. C et4, ird ir" 5.0 33" 0.40 135 2 Exterior 268.0 0.60 160.8 2 c4nerele, Int Insul, Exterior 5.0 268.0 0.90 241.2 SM0 70tal: 606.0 329.8 1, As4kdlt Total: GOILO 376.4 DOOR TYPES Area X BWPM = Pants Type Area X WPM = Pants � 0.0 0.00 0.0 1.Extedw 20.0 1.� 0 Exterfor 20.0 1.80 36.0 Base Total: 20.0 36.8 A943ufft Tian: 201 311 9 CBUNG TYPES Area X BWPM = Points Type R Value Area X WPM X WCM = P oints Under Attu 438.0 0.10 43.8 1. Uri Age 19 0 438.0 0.14 X 1.00 3 One Total: 438.0 43.8 AS43UHt Tatar: 4311.0 111 FLOOR TYPES Area X BWPM Points Type RNA* Area X WPM = Paints Stab 85.0(p) 2.1 -178.5 1. Sleb tJn -®rye Edge tnsrdsftn 0.0 85.0(p) -2.10 478.5 Rased 0.0 0.00 0.0 Base Total: 178.5 As4k t Total: 85.0 178.5 INFILTRATION Area X BWPM = Points Area X WPM Points 4W.0 -0.06 26.3 438.0 4LOS -26.3 Winter Base Points: 488.8 Winter As -Built Points: 523 Total Winter X System = Heating Total X Cap X Duct X . System X Credf = Heating Pants Multiplier Parts Component Ratio Multiplier Multiplier MuMplier Points (System - Pow) (DM x DSM x AMU) (sys 1: Eie Ltm strip tai btu5 ,EFF(1.0) Duct: NOW 523.9 1.000 (1.00 x 1.000 x 1.00) 1.000 1.000 523.9 488.8 0.5540 270.8 523.9 1.00 1.000 1.000 4.000 523.9 EnergyGauge- DCA Form 6MA-2004R S'2004R FMCM v4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details AQIDKSS: 398 NW 449 Terrace, t IMI, FL, PERMlT M • 0000.. 0000 • • 0000 �� • AS-BUILT 0000 .. -WAT N WEATINid 0 0 0 0. • • • 1VumtaeSr of X • A1c oilier a Total Tank El= Number of X Tank X Muft"er X Credit = Total .. • . .B84r iS * 00000 Volume ems Ratio Multiplier • • .. • U73.00 0.0 0 1.00 2$7$,00 1.00 6818.0 • i t •• • •. i • • As-Su Et Tot2d: 0.0 CODE COMPLIANCE STATUS BARE As -BUILT Cooling + Heaft + Hat Water Total Cooling + heating + Hot Water = Total Points Points Points Points Points Points Points Points 3990 279 0 3961 3941 924 0 3566 PAS S...mi r� * yr EnW9YGau90- DCA FOM WDA 2004R EneMQMQeWFWRES2004R FLRGPS v4.5.2 FORM 600A 2004R EnergyGaugeO 4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A Details .. ADDRESS: 318 NW 111 Tw me ^ Miami, FL, ' • ..6000 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST *0 . • 1. COIiAPANl =N1 S>rC't't�l Rt?Y,�IIRE `f'� txg2 EACfI bxiipCTl • • Ii. YWl W Van 000* « « • Exterior Wh�lows & Doors WSA ABC.1.1 xtum:.3 fi « Exterior & Adja t Wads M.1.ABC.1.2.1 Caubtc, gaska% rs�r or sea b9tvuw door's & ,` � « • wad pars urc omers; ut�y 0 000 0 foundattiors & wad . Pte: .�,� {�• � �� ,� persetratians; • • • • Excwnolt Frame waft where e a ca u boat bs iced vd *x d P • from . and Is semi to � fots►da�ian to the • Floors W6.1.AW.12.2 Penetratl HW ngs >11W seated. unless backed by orI&A members. « EXCEPT M Frame ftors where a aonfimMUS MWOM banes to lnshdW #0 is seatad to the and swms. � 606.1.ABC.1.2.3 Between wad & c~. Pence alt t Of top Real: arotrrtd stsafls, uses, s0WA, chimneM cabinals sealed t con ti nu ous ah ban , gaps in gyp board & top tie; attic access. EXCEPT'IOW Frame CeMn9s where a c Infiltration barrier' is Installed out Is sell at flee perimew at and seams. Recessed t.€ght V F bdures 6(16.1 j.? 4 Type iC rated with no Panetrations, sew or Type IC or non-1C rapt, installed IMS a sealed boss with 1J2" d eanweg & Sr trmn • or Type IC rated with < 2.0 chn lt=n � teed Moth .1.ABCAZ5 Air banter on perimeter of flow caft between floors. Add infiitration ►its 600A ABC.1.3 E� vmftl to orb, damps; n $Pave cxat * with NFPA, V / haw combustion air. SA-22 OTHER PRESCRIPTIVE MEASURES (Must lip met Or exceeded by all residences.) COMPONENTS SECTOR REGtUbREMEM CHECK Water Heaters 612.1 Comply with effidency M**WMxft in Table 612.1.ABC.32- Switch or cleaily marked cir breaker etec*tc or cutoff ff must be External or 1 -in hem /Ak Swimming Pools & Spas 612.1 Spas & heated pools must brava oonreers (except sow heate4 Non rommercISI pooh must have a pump tom. Gas spa & pool heaters must have a minimum thermal � of 78%. Surer heads 612.1 Water must be reed to no more than 2.5 mkscte at PStG. Air Distribution Systems 610.1 AN duds, #Rings, mechanical equipment and plenum chambers shall be m edwdCdY attached, seaW, irwiated, and installed in accordance with the crteft of Sewn 610: Ducts in unconditioned atoms: R-6 min. kssutaflors Vi/r HVAC Controls 607.1 a reaft accessible manual or automatic tharmostat for each lesul on 604.1, 6021 C -w. R 18. Common walls -F R -11 Or CBS R-3 both sue. / Common c & dams R -11. (/ Enwm GaugeTm DCA Form 60DA 20048 EnergyGau9e/F18RES2WR FLRCPB v4.52 OUILUINU INFU I bUMMAR►Y REPORT Tilt: Sainave Terrace Emloswe Family Type: Sloe Adds Type: St a st Aftess S? o t nm-. F Sainave ier� Adder l : Add Lot* WA ii: w of Units: 1 0 Subdivislon: NIA • vtww me"- ( ) Conditioned Ares: 438 Pledk: WA Total Stories: 1 Sheet 318 NW 111 Terror •.. . • �, • • M Worst Case: No County: 33168 Ju*dktton ii:: ) Rotate Angle: (td) City, St, Zip: Miami, FL, • • • �! 0 R4 AvsmW brA& r tkft 0 DowType OrlerMIM Area tires gl000 • 0.0 mow) ft 1 j 1 MOW '0000 1 .. O •• . 00.0.0 a ' �. "� 0 • . • • R VW Ate Base Area Unfts 0 System Type i±�y capacity • M 1 Undw AV$ • • 19.0 438.0 W 438.0 V 1 Z 1 Co" tkWSpRLtkuktftd SEED 13.00 9.8 kt Wr .• 0000•• w 8 t? tares - ftne crate mun4mw. Mm # t+1> Type MWOMMINOWANNimm LaaaHon R Arm WOO 0 "Mat CapeCfty 1 - k8 kaxd Add 5 .0 3980 W 1 Z 1 E Sa#,,t COP. IAD 9.8 kB ,.1 2 C t�dc- r Ex 50 288.0W 1 tQ _ cmm swilipffew. N uft # Pis Ttrd Omt Arm ' O&Kerio O t "m 0 rt 1 S Tk8 S 12.5 IF 20 ft 8.0 ft 2 2 S Tktt E 12.5 ff 20 ft 8.O ft 2 V tCre • Now # System Type EF Cap. CWONVROM Tyym Can. EF 7► # use AmmW {prating Cost ti eWIc Rd 1 Yes NIA WA D W a Rates' limns: CodetMiyPra Class ft 3 Pool Size: 0 (� Raley Certification #: CodsOnWm Duct leakage Type: WA Pump Ske: 0.00 hp M Area Under Fluorescent 0.0 Visitd Duct D N/A Dryer Type: Elecdria Area Under tnczandeseent 438.0 Leak Free Duct System Proposed: No Stove Type: Eleot NOTE: NO all Rating kft eM m HRVAE RV System Present?: No Avg Celt Hgt EraVyGaup@ (Versfan: FLRCPB v4.5.2) Residential System Sizing Calculation Summary Fertilise Salnave Project rme: Code Only 318 NW 411 Terrace Sainave Terrace Enclosure Professional Version • 'Mwd, h. - •" • Climate: South .6000. 0000 . . 66.6 12118!2007 666666 ' • Lin tor : Miami - Defaults: Laftxle(25) Altit We(11 ft.) Temp Range(L) . ;... HU • !n 0 • • RH 50% WdM wet bulb Hum' ' differ 6666 Wintei'desp temM*ne 50 F Summer design temperature 90 F 6666 WinW nt 0 70 F Summer setp dnt 75 F • • •. • 20 F Summer 12mpMre difference 15 F 833 _Stuh _ Total Rgoft load e968 Btuh • Subrrdt eC! !Ming: % of Talc Btuh Submitted cooling capacity % of talc Btuh �pD 162.7 9800 Senile (SHR = 0.75) .139.7 7350 • Latent 270.3 2450 Total 158.9 9800 WINTER CALCULATIONS WOW L0W w- comporwrt Load t.D DooreC.�°.�D ,4 +JYOdpvaac2t %} Wfndo�a teal 50 SO 1270 Btuh Waff total ON sgft 1651 Btuh Door total .20 sgft 140 Stuh Ceiling toil 438 sgft 429 Btuh ) Flom total 85 sgft 2008 Btuh Inf"rftredon 24 afro 527 Stuh D. Duct Koss 0 Btuh Subtotal 6023 S tah Ventifation 0 cfin 0 Btuh .eacarx) T WAT L X= On Muh SUMMER CALCULATIONS Load t Load Window total 50 sgft 2039 Btuh Wan total 606 sgf>t 1396 Stub Door total 20. so 210 Stuh ) . g total 438 sgft N5 Btuh Fkm)r total 0 Bit Infiltration 13 cfrn 212 Btuh cis) interval gain 4W Btuh mracrt} DtxA gain 0 Btuh Sens Ventlation 0 (;fm . 0 Stuh 000rac3g5D Total sensible gain 5269 stub Latent gain(ducts) 0 Btuh Latent (Infiltration) 507 Btuh Latent gain(ventilation) 0 Btuh�) c,s} Latent galroiternaVoc cupants/ogmn) 400 Btuh Toni Ott gain 907 Btuh TOTAL HEAT GAIN Stuh EnermpGa Syshm Sbft Vim, s PREPARED BY: -;r= 6'= For P"Ids only DATE I'L- -� , -�2 ...5 .43. _� 1 a3 F..nergyGauga® FLRCPB V4.52 System Sizing Calculations - Winter Residential Load - Whole House Component Details 318 b'iise Salnave Project Title: Code only 318 191 Terrace Sainave Terrace Enclosure Professional Version 0000 . • Climate: South ......Refefeno&i ty. Kat�ti �efaults) Winter Temperature Difference: 20.0 F 1211$!2007 0 0000. 0000 • •••• - •. • GC/Fiantelt) Area X HTM= Load • • • • � 0 0 - 1 Ometal,1.27 S 25.0 25.4. 635 Stuh . • • . 1P T Metal, 1.27 E 25.0 25.4 635 Stuh • clrna'To#ai 1270 Btuh Type R -Value Area X HTM= Load 1 Concrete Blk, - Adj(0.14) 5.0 338 2.7 821 S tuh 2- Concrete Bik, - EXt(0.14) 5.0 268 2.7 .730 Btuh Wall Total 606 1651 Btuh Doom Type Area X HTM= Lori 1 Insulated - Exterior 20 7.0 140 Btuh Qom Total 20 140Btuh Collings; Type/Color/surface R- Value Area X HTM= Load 1 Vented AtticAJMemb 19.0 438 1.0 429 Btuh Celft Total 438 42913tuh Floors Type R Value size X HTM= Load 1 Slab On Grade 0 85.0 ft(p) 23.6 2006 Btuh Floor Total 85 2006 Btuh Envelope Subtotal: 5497 Btuh k fPftraltlan Type ACH X Volume(ru>t) wadis(sgft) CFM= Natural 041 3504 606 23.9 527 Btuh Ductload (DLM of 0.000) 0 Btuh All Zones Sensible Subtotal All Zones 6023 Stuh Subtotal Sensible' 6023 Stuh Venation Sensible 0 Btuh Total Btuh Loss 6023 Btuh EnergpGeugeO Ft.RCPS v4.5.2 page q Manual J Winter calculations Residential Load- Component Details (continugO) . • �. M : � . Fertilise Sainave Project Title: Co onif 0 0 0 0 PrfesiowiMevion 348 NW 111 Terraces Sainave Terrace Enclosure :..e: Sdmtr • •• :. Miami, FL • 00 �F • Lf�v+"�`•1.. it 900000 iii.• � � a_ * • • sty► ..:...... .......... .. tits t .. •i ..t..:. .. 0000 1. Electric Strip . w � Key: Window tym (SHGC - Shades cmeffidot of glass as SHGC numerical value or as dear or tit) (Frame types - metal, wood or insulated metal) (U - Window U -Fade or SEP for default) (HTM - Manual,i Heat Transfer MultOISF) Key: Floor size (perkneter(p) for slab- on-9mce or area for all adr floor Was ) Version 8 For Florida residences WAY EnOWGauge® FLRCPB v4.52 Page 2 System Sizing Calculations od W Residential Load - Room by Room Component Details Fertilise Salnave %lect Tide: Code Qn 318 Mia i, Ft* 1 Ter :act Salnave Terrace Enclosure Professitx�ial Version • Miami, Ft* .. Climate: South o....RefererrM'City: t=. (Pefaults) Winter Temperature Difference: 20.0 F 12/18/2007 ..... « ylttn t�+c�esf3HGCIFrame/U Orientation 8MgqqftJ X HTM= Load �. 1,- 'Metal, 1.27 S 25.0 25.4 835 Btuh so •2 • • 1 irld M eta l. 9.27 E 25.0 25.4 835 Btuh 1270 Btuh ' Type R Value Area X HT M__ Load 1 Concrete Bik, - Adj (0.14) 5.0 338 2.7 921 Stub 2 Concrete Blk, - Ext(0.u) 5.0 268 2.7 730 Btuh Wan Total 606 1651 Btuh Doors Type . Area X HTM= - Load 1 Insulated - Exterior 20 7.0 140 Btuh Door Total 20 140Btuh Ceilings TjPe/ColodSurface R -Value Area X HTM= Load 1 Vented AtticJlAlemb 19.0 438 1.0 429 Btuh _ 9Wng Total 438. _ 4298tuh Floors Tyler R Value Size X HTM= Load 1 Slab On Grade 0 85.0 ft(p) 23.6 20M Btuh Floor Total 85 2008 Btuh Zone Envelope Subtotal: 5497 Btuh Irdiffration Tye ACM X V dume(tuft) wags(sgit) C FM¢ Naf vW 0.41 3504 606 23.9 527 Stuh Ductloa+d Supply(R7.35WE20 -), Retum(116.1678E22 -) (DI.M of 0.000) 0 Btuh Zone ff1 Sensible Zone Subtotal' am Btuh 7777771 Subtotal Sensible 6023 Btuh Ventilation Sensible 0 Btuh Total Stub Loss 6023 Stuh EnWWGmjgeO FURCPs v4.5.2 pne 1 i Manual J Winter Calculations Residential Load - Component Details (continu • ...•; • Fertilise Project Title: Ptn essiouffivei� ion ; • • • • 318 NW 111 Terraces Sainave Terrace Enclosure i#te: Sdttli't" + • • • Miami, FL • � smear • • s••y► i�•••i • 1. Electric Strip 4*1 *•+ '. Key: Window types (SHGC - Shaded c oe iclent of glass as SHGC numericai vatue or as dear or tint) (Frame types - metal, wood or insulated metal) (U.- Windmv U-Factor or'DEF far default) (HTM - MaMAOU Heat Transfer Multiplier) Key: Floor size (perknefer(p) for or area for all offw floor types } Version 8 For Florida residences Only EnergyGauga FLRCPB v4.5.2 Page 2 System Sizing Calculations Summer Residential Load - Whole House Component Details Ferfifise Salnave Project Title: Code Only 318 NN.111 Terrqc e.. Salnave Terrace Enclosure Professional Version •lamf FLT Climate: South • • • RefereAfttW. M &faults) Summer Temperature Difference: 15.0 F 12/18=7 ,. .... . • • • • We Overhang %Mndow Anaa(sgft) HTM Load •••• :ew , � Len GMS Shaded U Shaded Unshaded • ..• • 00 TkK PI,IV S 21L Eft. 25.0 25.0 0.0 25 27 626 Bbih •_ • 4 • 2r Ttnt, J 27,.�M, N,N E 2ft. Eft. 25.0 0.0 25.0 • 25 57 1413 Bhrh rndo4wTod 50 s 2039 Btuh 9 :00 wal: • • IYPe R- ValuelU Vale Area(so) HTM Load 1 Concrete Slk, - ACV 5.0/0.14 338.0 2.0 691 Btuh 2 Concrete BI. - Ext &0/0.14 268.0 2.6 705 Btuh Wan Tota 606 13M Btuh Dooms Type Area (sgft) HTM Load 1 Insulated - Exterior 20.0 10.5 210 Btuh Door Total 20 210 Btuh Cewis TypelCOkulSurfac.e R Value Area(sgft) HTM Load 1 Vented Attic/LigixtlMembrane 19.0 438.0 2.2 845 Btuh Ce!lbv Total 438 sgft 945 Btuh Floom Type R Value Size HTM Load 1 Stab On Grade 0.0 85 (fKp)) 0.0 0 Btuh Floor Total 85.0 ) 0 Btuh Envelope Subtotal: 4589 Btuh Infiftraffon Type ACH Volume(cuft) wag area(sgft) CFM= Load Sensb1eNa 0.22 3504 606 23.9 212 Stuh Fn al Occupants Btuh/occupant Appliance Load in 2 X 230 + 0 460 Btuh Sensible Envelope Load: 5261 Stuh Duct load ( ©GM of 0.000) 0 Stuh Sensible Load All Zones 6254 Stuh EneWGaty* FLRCPB v4.5.2 Page 1 Manual J Summer calculations Residential Load - Component Details (continuo) Ferh'Ifse Saktave Project Title: • • • Oode Ord • • 318 NW 111 Terrace Salnave Terrace Enclosure . Professiap;Velsion • • (ar, late: Soot **00 Miami, FL . • ,.�, • ••ii�1 • • 4 ►i� • • ............. ..:. ♦•• #• 00000• •i•INM• • 0 0 000•• •• • •• • • Sensible Envelope Load All Zones � • + � Stith • • •0•••1 000.09 Sensible Dud Load ' 0 Btuh Total Sensible Zone Loads 5261 Stuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 5261 Stuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference). 507 Btuh Latent ventilation gain 0 Btuh Latent dud gain 0 Btuh Latent occupant gain (2 people @ 200 BW per lei) 400 Btuh Latent other gain 0 Btuh Latent total gain 907 Btuh TOTAL GAIN 6168 Stuh EtttIFENT 1. Central thtit/Sprd LG #LSN090HE(OuWdeyLG ##LSt 090HE(Inside} 9= Btu "Key= Window t ( Pn - Numb of pages of 91888) (SHGG - Shading ooe fldest of glass as SHGC numerical value or as elm or tint) (U - Window U- Factor or'DEP for default) (inSh - Interior shading device: norte(Id}, Blinds(B), Draperies(D) or Roller Shadee(R)) (ExSh - Exterior shading devim none(N) or numerical value) (SS - Insect screen: none(N), Fu#(F) or Hatf(H)) (Ornt - compass orieritation) version a For Florida residences ordy EneWGaugeO FLRCPB v4.5.2 Pap 2 I System Sizing Calculations - Summer Residential Load - Room by Room Component Details Fertilise Sainave Project Title: Code O n ly 318 i�,W.111 Terrace Salnave Terrace Enclosure Professional Version rwff#., FL• • • :." • Climate: South �... Refe;mw� iiy: Mhmi wits) Summer Temperature DfflWence:15.0 F 12118/2007 • ryw Overhang Wmdawn+ Aree(sgft HTM Load ..... Wkndo P s ont Len HM Grcm Muded Unphaded sheared Upended Tom, J . ", NN S 28. 6fL 25.0 25.0 0.0 25 27 626 Stuh • • • • 2.: 1 int, 127.", N,N E 21L 6R 25.0 0.0 25.0 25 57 1413 Stuh • i�llindr�r'l OW 50 sgft) 2039 Btuh • • • • Waile0 • • l R Vaiue/U Value Area (sgft) HTM Load 1 CwW ete Buy, - ACV 5.010.14 338.0 1 0 691 Stuh 2 Concrete W - E)d 5.0/0.14 268.0 2.6 705 a" Wag Total 606 1396 Btuh Doors Type Area (sgft) KM toad . 1 kwilated - Exte►W 20.0 10.5 210 Btuh Door Total 20 (sqft) 210 CsNkn9s TypeiCal /Surface RV.alue Area(sgft HTM Load Btuh 1 Vented AWaVWMw&sne 19.0 438.0 2.2 945 Btuh Cei Total 438 ( sgft ) 945 Btuh Floors Type l- Value Size HTM Load I slab On Grade 0.0 65 (s(p)) 0,0 0 Btuh Floor Total 85.0 (sgft) 0 Btuh Zone Envelope Subtotal: 4589 Btuh Infift on Type ACH Volurne(cuft) wall area(sgft) CFM= Load 0.22 3504 606 12.8 212 Btuh Internal Occupants Btuh/occupant Appliance Load g ain 2 X 230 + 0 460 Stuh Sensible Envelope Load: 5261 Bkth Duct load (R7.3596E20- . R R6.1678E22 -) (DGM of 0.000) 0 Stuh Sensible Zone Load 5261 Stuh EnergyGaugeO FLRCPB v4.5.2 Page 1 Manual J Summer calculations Residential Load Component Details (continued). ••••; fe a • Fectifte Sainave Project Title: Professional Mwsian : • • • •: 318 NW 111 Terrace Sairme Terrace Enclosure Vie: Sly • f ...... Miami, FL • • • fit • • '7T • • w • • • • w � • Sensible Envelope Load Ali Zones S •Borth ....:. Sensible Duct Load • 0 AWh Total Sensible Zone Loads 5261 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 5251 Stuh Totals far Cooling latent infiltration gain (for 58 gr. htunidity difference) 507 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent ompant gain (2 People @ 200 Btuh per !gran) 400 Btuh Latent other gain 0 Btuh Latent total gain 907 Stuh TOTAL GAIN 611 Bttth 1. Central Unit/Split LG #LSN090HE(Outside)LG #LSUMHE(ins�) } Btuh *Key: Wind w types (Pn - Number of panes of gam) (SHGC - Shading coefficient of glass as SHGC numerical value or as deal' or tint) (U -Window U- Faclor or ` EP fcr deft A) QnSh - Warlor shading device: none(N). slImW), Draperles(D) or Roller Sha WR)) (E) Sh - E)derior shades device: none(N) or numerical value) (ss - insect screen: none(N Full(F) or Half(H)) (On t - compass orientation) Version F or Fbrida residences only EnergyGaugee FLRCP6 v4.5.2 Page 2 ` f Residential Window Diversity MidSummer Fertilise Salnave Project Title: Code Only 318 NrV j 11 Terrace Sainave Terrace Enclosure Professional Version • Miami,•FL • • i • • • , Climate: South .0900• 0000 • • . 0 0000.. . Ll9te�"��i� ��►� � �``�iu des j 90 F Average window load for July 2033 fth Suhmgr setp . •. 75 F Peak window load for July 3162 Btuh . Sts a" tenVegA8jw difference 15 F Excision limit(130% of Ave.) 2642 Btuh • • • • • • 25 North Window excursion Jul 520 Bath WINDOW Average and Peak Loads 300.00 Urd for w=n:r 200.01 12 Hour l�vera � 20QO.ilti j 1#li}.tif3 1 t1QQ.tt11 S�if.�tl g a m. 10 12 2 P rn. 4 P.m. B P.m. s P.m. a.m. Total July Window Load(Radiation and conduction) This application has gins areas that produce large hear gains far part of the day. Variable air volume devices are required to overcome spikes in soar gain far one or more rooms. instaff a zoned system or provide zone control for problem rooms. Single speed equipment may not be suitable for the application. EnergyGaugee System SW" for FWWa residermms only PREPARED BY DATE: 11 t to r- 3 EnwrgyGeugeS FLRCPB v4.5.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD EgTIMATED ENERGY PERFORMANCE SCORE* = 88.9 ..•..� 0000 • 0000•• • • • • ; • : The higher the score, the more efficient the home. • , 0000•• • 0 , 000000 ••0000 • • • 00000 • 0000•. 00 0.00 Fertilise Salnave, 318 NW 111 Terrace, Miami, FL, 00000 , • . . 0 • ,. 0000 ,1.•:New con"s4ruction or a "tom • Addition _ 12. Cooling systems � , Single family Qtr multifi)• • Single family _ a. Central Unit/Split Cap: 9.8 kBtulhr T • 3. Numb&pf Wt, if multi -f"e 1 _ SEER: 13.00, Unducted _ • 4 Number of Bedrooms ' •' • 0 b. N/A ••. +•• �. 0.000. 5. Is this Ittrsraase? No 6. Conditioned floor area (W) 438 ft _ c. N/A 7. Glass type I and area: (Label reqd. by 13- 104.4.5 if not default) _ a. U- factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a(Sngle Default) 50.0 ft _ a. Electric Strip Cap: 9.8 kBtu/hr b. SHGC: COP: I.00,Unducted _ (or Clear or Tint DEFAULT) 7b. (Tint) 50.0 ft _ b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 85.0(p) ft c. N/A b. N/A _ c. N/A _ 14. Hot water systems 9. Wall types a. N/A a. Concrete, Int Insul, Adjacent R=5.0,338.0 fe _ T b. Concrete, Int Insul, Exterior R=5.0,268.0 W b. N/A _ c. N/A d. N/A _ c. Conservation credits _ e. N/A _ (HR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R=19.0,438.0 ft _ 15. HVAC credits _ b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A _ BF-Whole house fan, 11. Ducts PT- Programmable Thermostat, a. N/A W -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 s Construction through the above energy saving features which will be installed (or exceeded) .y 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: s Address of New Home: City/FL Zip: oOD W *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is no t a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 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 Ctlass ou ttpp ut on es 2&4. EnergyGaugeg (Version: FLRCP W.5.2) - Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 102652 Permit Number: RC -12 -07 -2524 Scheduled Inspection Date: November 03, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Final Owner: SALNAVE, FERTILISE Work Classification: Alteration Job Address: 318 NW 111 Terrace Miami Shores, FL 33168 -3340 Phone Number Parcel Number 112136001057 Project: <NONE> Contractor: SCIENTIFIC CONSTRUCTION GROUP INC Phone: (786)587 -9728 Building Department Comments ENCLOSURE OF EXISTING COVERED TERRACE Inspector Comments Passed ///�� CREATED AS REINSPECTION FOR INSP - 70642. cc Provide final electric Need shutters permit/inspections Provide elevation Certificate Failed ❑ Provide final survey. JR Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 02, 2009 For Inspections please call: (305)7624949 Page 1 of 24 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: {305}756 -8972 I nspection Number: INSP- 126715 Permit Number: RC -12 -07 -2524 Inspection Date: October 08, 2009 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: SALNAVE, FERTILISE Work Classification: Alteration Job Address: 318 NW 111 Terrace Miami Shores, FL 33168 -3340 Phone Number Parcel Number 112136001057 Project: <NONE> Contractor: SCIENTIFIC CONSTRUCTION GROUP INC Phone: (786)687 -9728 Building Department Comments ENCLOSURE OF EXISTING COVERED TERRACE Id If "' 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 October 08, 2009 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660 -0008 Federal Emergency Management Agency I Expires February 28, 2009 National Flood Insurance Program Important: Read the instructions on pages 1 - 8. C.O.R. = 11.33 FT 4-0007952-5 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Policy Number FERTILISE SALNAVE A2. Building Street Address (includin�q Apt., Unit, Suite and /or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 318 NW 111 TERR City State ZIP Code MIAMI SHORES FL 33168 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Folio #: 1121360010570 Lot 9, Block 3, of NEW MIAMI SHORES ESTATES, according to the plat thereof as recorded in Plat Book 51, Page 80, of the public records of MIAMI -DADE county, Florida. A4. Building Use (e.g. Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude /Longitude: Lat. 25 52' 38.84" Long. 80 12' 13.60 Horizontal Datum: NAD 1927 ❑X NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) N. /A sq ft a) Square footage of attached garage 24 0 .00 sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade N/A walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State MIAMI SHORES 120652 MIAMI -DADE I FL B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 12025CO090 J 07/17/1995 03/02/1994 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. nFIS Profile nX FIRM Community Determined n Other (Describe): Bl 1. Indicate the elevation datum used for BFE in Item 139: ONGVD 1929 E]NAVD 1988 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? nYes ❑X No Designation Date: nCBRS E]OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: Construction Drawings* Building Under Construction* X❑Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized BM 3110 Vertical Datum NGVD 1929 Conversion /Comments N/A Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 12.29 MX feet nmeters (Puerto Rico only) b) Top of the next higher floor N/A 0feet Flmeters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V zones only) N/A 0feet EJ meters (Puerto Rico only) d) Attached garage (top of slab) 11. 0feet nmeters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 12.27 0feet n meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 11.76 rX feet meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 1 1. 9 0 M feet meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. i understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. #6437 0 9 / 2 9 / 2 0 0 9 E] Check here if comments are provided on back of form. Certifier's Name ROBERT IBARRA License Number 6437 Title PROFESSIONAL LAND SURVEYOR Company Name NOVA SURVEYORS, INC. Address City State ZIP Code 5582 N.W. 7TH STREET 202 MIAMI FL 33126 Signature Ly Date Telephone 09/ (305) 264 -2660 FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. 4-0007952-5 For Insurance Company Use: . Building Street Address (including Apt., Unit, Suite and /or Bldg. No.) or P.O. Route and Box No. Policy Number 318 NW 111 TERR r City State ZIP Code Company NAIC Number MIAMI SHORES FL 33168 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) buildin owner. Comments Section C 2 (e) lowest elevation machinery is the A/C pad. Crown of Road Elevation = 11.33 ft Signature , Date L 09/29/2009 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grate (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is Ofeet meters above or below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is feet n meters above or below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is feet nmeters above or FlbelowtheHAG. E3. Attached garage (top of slab) is feet meters naboveor FlbelowtheHAG. E4. Top of platform of machinery and /or equipment servicing the building is feet meters above or below the HAG. 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? E]Yes E]No []Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name FERTILISE SALNAVE Address 318 NW 111 TE City MIAMI SHORE State FL ZIP Code 33168 Signature Date Telephone Comments EJ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. M The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. F A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. M The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: New Construction nSubstantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: feet meters (PR) Datum: G9. BFE or (in ZONE AO) depth of flooding at the building site: feet EJ meters (PR) Datum: Local Official's Name Title Community Name Telephone Signature Date Comments E] Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions 5582 N.W. 7TH STREET, SUITE 202 4- 0007952 -5 TELE FL 33126 Nova. Surveyors Inc. SURVEY NO TELEPHONE: (305) 264 -2660 1 FAX: (306) 264-0229 DRAWN BY: LAND SURVEYORS SHEET NO of 2 SURVEY OF LOT 9, BLOCK 3, OF NEW MIAMI SHORES ESTATES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 51, PAGE 80, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 318 NW 111 TERR, MIAMI SHORES, FL 33168 FOR: FERTILISE SALNAVE LOCATION SKETCH Scale 1" = NT.S. 30 ? 9 ?8 27 26 ?5 24 2 3 Z2 i 2/ I 2G r n q u a q a a IV. W. / / / TN T &ASUBJECT ` PROPERTY 4 .5 G 7 /0 s I /V W. / / / H. .S TR&E T ABBREVIATION AND MEANING LEGEND TYPICAL A = ARC FNIP. = FEDERAL NATIONAL INSURANCE RAD. = RADIUS OF RADIAL --0H OVERHEAD UTILITY LINES A/C = AIR CONDITIONER PAD PROGRAM RGE. = RANGE AE. = ANCHOR EASEMENT IN. &EG. = INGRESS AND EGRESS R.P. = RADIUS POINT C.B.S. =WALL (CBW) A/R = ALUMINIUM ROOF EASEMENT R.O.E. = ROOF OVERHANG C.L.F. =CHAIN LINK FENCE A/S = ALUMINIUM SHED L.F.E. = LOWEST FLOOR ELEVATION EASEMENT ASPH. = ASPHALT L.M.E. = LAKE MAINTENANCE EASEMENT R/W = RIGHT -OF -WAY -0 -p- I.F. = IRON FENCE B.C. = BLOCK CORNER L.P. = LIGHT POLE SEC. = SECTION B.C.R. = BROWARD COUNTY RECORDS M. = MEASURED DISTANCE S.I.P. = SET IRON PIPE L.B. #6044 W.F. = WOOD FENCE B.M. = BENCH MARK M/H = MANHOLE SWK. = SIDEWALK B.O.B. = BASIS OF BEARINGS N.A.P. = NOT A PART OF T = TANGENT • 0.00 = EXISTING ELEVATIONS C= CALCULATED NGVD = NATIONAL GEODETIC VERTICAL TWP =TOWNSHIP C.B. = CATCH BASIN DATUM U.E. = UTILITY EASEMENT C.B.W. = CONCRETE BLOCK WALL N.T.S. = NOT TO SCALE U.P. = UTILITY POLE SURVEYOR'S NOTES CH = CHORD O.H.L. - OVERHEAD UTILITY LINES W.M. = WATER METER 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED CH.B. = CHORD BEARING O.R.B. = OFFICIAL RECORD BOOK W.R. - WOOD ROOF CL= CLEAR ERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE O/S = OFFSET WS WOOD SHED W.S. . C.L.F. = CHAIN LINK FENCE OVH. = OVERHANG PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO C.M.E. = CANAL MAINTENANCE P.B. = PLAT BOOK = ANGLE COUNTY, TOWNSHIP MAPS. EASEMENTS P.C. = POINT OF CURVE p = CENTRAL ANGLE 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3 THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE CONC. = CONCRETE P.C.C. =POINT OF COMPOUND CURVE 9 = CENTER LINE 1: 7500 FT. C.P = CONCRETE PORCH PL. - PLANTER 4) IF SHOWN, ELEVATIONS ARE REFERRED TO C.S. = CONCRETE SLAB P.L.S. - PROFESSIONAL LAND 4, = MONUMENT LINE MIAMI -DADE COUNTY. D.E. = DRAINAGE EASEMENT SURVEYOR ALL ELEVATIONS SHOWN ARE REFERRED TO D.M.E. = DRAINAGE MAINTENANCE P.O. B.. = POINT OF BEGINNING NATIONAL GEODETIC VERTICAL DATUM OF O EASEMENTS P.O.C.. = POINT OF COMMENCEMENT DANE = DRIVEWAY P.P. = POWER POLE MIAMI DADE COUNTYSENCH MARK NO. 0 -156 -1 ENCR. = ENCROACHMENT P.P.S.. = POOL PUMP SLAB LOCATOR NO. 21518 12.09 FEET OF.N.G.V.D. OF 1929 E.T.P. = ELECTRIC TRANSFORMER PAD P.R.C. =POINT OF REVERSE CURVE F.F.E. = FINISHED FLOOR ELEVATION PRM = PERMANENT REFERENCE F.H. = FIRE HYDRANT MONUMENT F.1 P. = FOUND IRON PIPE PT. = POINT OF TANGENCY SURVEYOR'S CERTIFICATION F.1 R. = FOUND IRON ROD PVMT. = PAVEMENT F.N. = FOUND NAIL PWY = PARKWAY I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF F.N.D. = FOUND NAIL & DISK R. = RECORD DISTANCE THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, LEGAL NOTES TO ACCOMPANY SKETCH OF S URVEY ( "SURVEY"): COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DE I tHMINt KFCORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. / J / J BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. BY: �. 29i D EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. Ig (DA OF FIELD ) THE TERM "ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE PROFESSIONAL LAND SURVEYOR NO. 6437 FOOTING AND /OR FOUNDATIONS. STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL FENCE OWNERSHIP NOT DETERMINED. BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED SURVEYOR). HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A. AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED REVISED ON: LAND TO BE SITUATED IN ZONE: X COMMUNITY /PANEL/SUFFIX: 120652 0090 J DATE OF FIRM: 07/1711995 BASE FLOOD ELEVATION: N /A. REVISED ON: CERTIFIED TO: FERTILISE SALNAVE N .. s ' NO. 6437 W E a ` STATE OF 4 Z �° ` � q ND SUQ�� SURVEYOR'S SEAL S 5582 N. W. 7th STREET SUITE 202 SURVEY No. 4- 0007952 -5 MIAMI, FLORIDA 33126 TELEPHONE. (305) 264 -2660 + �+ • ° " • ° FAX: (305) 264-0229 LAND SURVEYORS SHEET No 2 OF 2 DRAWN BY: LILY BOUNDARY SURVEY SCALE 1'= 20' a O 10' PWY N 11.11 11.01 s/CONC.•SWK '7 pr A. 5.52. L -2 F.I.P 112 90° 89 °52 '6" F.I.P 12" B.C. NO CAP 11.05 NO CAP F.LP 112" NO CAP 11.83 11.61 11.59 g g0• / — / -- 11.75 11.70 15.25' o .'•.GS; >�03' b 17.59' 0.25ENCR. ` 20.30' q 11 LOT-8 4' C.L.F. o x LOT -10 BLOCK - 3 LOT-9 p, ?5'GL BLOCK - 3 BLOCK - 3 a — ° o ONE STORY A/C. E 12.2 ti 2 ° RES. # 310 a It F.F.E= 12.29' 14.05' E GARAGE ELEV.= 11.88' — °o 11.54 11.8 "11.86 — 7 11.83 x p x M Co 11.67 4' C.L.F. `- 11.43 f#.24' 39.00' � x 4' C.L.F. 11.91 11.48 4 x 11.94 �i � � N 2 x 0.45'CL ONPL 11.69 _ 11.64 °7ewwr U.P. 89° 2' w. x� 4' C L.F. WI D uNV S�IIna AiNnoo ONV 3LViS - �a3J 7V HlIM 3oNdndINOG 01103r9ns ld9a OM9 - -- 1d3U JNINOZ F ,z I As 03AO8ddV ------------------ A C3 9 'b'°IIIA saaoyg IL:eIW gg a SURVEYOR'SNOTE: L_ M� (�'�-� r�� ` d l 6002 =' ® 13 There may be Easements recorded in the Public Records not shown on this Survey. ({ E:IADCAD1dwt81WXTe8t dwt 7/2912005 3:38:49 PM EST ,I J • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i nspection Number: INSP- 126715 Permit Number: RC -12 -07 -2524 Inspection Date: October 08, 2009 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: SALNAVE, FERTILISE Work Classification: Alteration Job Address: 318 NW 111 Terrace Miami Shores, FL 33168 -3340 Phone Number Parcel Number 112136001057 Project: <NONE> Contractor: SCIENTIFIC CONSTRUCTION GROUP INC Phone: (786)687 -9728 Building Department Comments ENCLOSURE OF EXISTING COVERED TERRACE I S O Agftk Inspector Comments Passed Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re4nspection fee is paid. For Inspections please call: (305)762 -4949 October 08, 2009 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB NO. 1660 -0008 Fedejal Emergency Management Agency I Expires February 28, 2009 National Flood Insurance Program Important: Read the instructions on pages 1 - 8. C.O.R. =11.33 FT 4-0007952-5 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Budding Owner's Name Policy Number FERTILISE SALNAVE A2. Building Street Address (including Apt., Unit, Suite and /or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 318 NW 111 TERR City State ZIP Code MIAMI SHORES FL 33168 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Folio#: 1121360010570 Lot 9, Block 3, of NEW MIAMI SHORES ESTATES, according to the plat thereof as' recorded in Plat Book 51, Page 80, of the public records of MIAMI -DADE county, Florida. A4. Building Use (e.g. Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude /Longitude: Lat. 25 52' 38.84" Long, 80 12' 13.60 Horizontal Datum: []NAD 1927 FX NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) N/A sq ft a) Square footage of attached garage 240.00 ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade N/A walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State MIAMI SHORES 120652 1 MIAMI -DADE I FL B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 12025CO090 J 07/17/1995 03/02/1994 X N/A 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. EIFIS Profile ❑X FIRM RCommunity Determined Other (Describe): 1311. Indicate the elevation datum used for BFE in Item 139: ❑X NGVD 1929 RNAVD 1988 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? DYes 0No Designation Date: RCBRS FIOPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* OFinished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item AT Benchmark Utilized BM 3110 Vertical Datum NGVD 1929 Conversion /Comments N/A Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 12.29 0feet r1meters (Puerto Rico only) b) Top of the next higher floor N /A 0feet R meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V zones only) N/A 0feet meters (Puerto Rico only) d) Attached garage (top of slab) 11 X feet Ometers (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 12.27 0feet F1 meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 11.76 0feet meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 11.90 O feet meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. #6437 0 9 / 2 9 / 2 0 0 9 XQCheck here if comments are provided on back of form. Certifiers Name ROBERT IBARRA License Number 6437 Title PROFESSIONAL LAND SURVEYOR Company Name NOVA SURVEYORS, INC. Address City State ZIP Code 5582 N.W. 7TH STREE UITE 02 MIAMI FL 33126 Signature Date Telephone 09/29/2009 (305) 264 -2660 FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A 4- 0007952 -5 For Insurance Company Use: Building Street Address (including Apt., Unit, Suite and /or Bldg. No.) or P.O. Route and Box No. Policy Number 318 NW 111 TERR City State ZIP Code Company NAIC Number MIAMI SHORES FL 33168 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenVcompany, and (3) bui o wner. Comments Section C 2(e) lowest elevation machinery i s the A/C pad. Crown of Road Elevation = 11.33 ft Signature Date l_ 09/29/2009 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grate (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is feet meters naboveor ElbelowtheHAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is feet meters naboveor nbelowtheLAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is feet meters n above or FIbelow the HAG. E3. Attached garage (top of slab) is feet meters above or Elbelow the HAG. E4. Top of platform of machinery and /or equipment servicing the building is feet meters Ejaboveor ElbelowtheHAG. 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? E]Yes E]No []Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name FERTILISE SALNAVE Address 318 N W 111 TERR City MIAMI SHOR State FL ZIP Code 33168 Signature Date Telephone Comments Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. M The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. E] A community official completed Section E for a building located in Zone A (without a FEMA- issued or community - issued BFE) or Zone AO. G3. n The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: n feet meters (PR) Datum: G9. BFE or (in ZONE AO) depth of flooding at the building site: Ofeet 0meters (PR) Datum: Local Official's Name Title Community Name Telephone Signature Date Comments EI Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions 5582 N.W. 7TH STREET, SUITE 202 4- 0007952 -5 TELEP FL E: (3 • 05)2 .nova Survey ors Inc• SURVEY NO TELEPt�4NE:(364 -2660 1 FAX'l(305) 264.0229 DRAWN BY: LAND SURVEYORS SHEET NO of 2 SURVEY OF LOT 9, BLOCK 3, OF NEW,MIAMI SHORES ESTATES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 51, PAGE 80, OF THE PUBLIC RECORDS OP MIAMI -DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 318 NW 111 TERR, MIAMI SHORES, FL 33168 FOR: FERTILISE SALNAVE LOCATION SKETCH Scale I"= NT.S. I I ( I 3a 2 ?8 27 26 25 24 2 3 ! 22 I 2/ 2G i ♦ ry N h iI 4 r/ U � III. W. Tel?r$uBJECT PROPERTY � Y� b � er • s i 3D 29 28 27 26 25 ? 23 22 i N.1iY /!I rH Srnmr ABBREVIATION AND MEANING LEGEND TYPICAL A = ARC FNIP. = FEDERAL NATIONAL INSURANCE RAD. = RADIUS OF RADIAL —OH- OVERHEAD UTILITY LINES A/C = AIR CONDITIONER PAD PROGRAM RGE. = RANGE AE. = ANCHOR EASEMENT IN. &EG. = INGRESS AND EGRESS R.P. = RADIUS POINT Zm C.B.S. =WALL (CBW) A/R = ALUMINIUM ROOF EASEMENT R.O.E. = ROOF OVERHANG S C.L.F. =CHAIN LINK FENCE AJS = ALUMINIUM SHED L.F.E. = LOWEST FLOOR ELEVATION EASEMENT ASPH. = ASPHALT L.M.E. = LAKE MAINTENANCE EASEMENT RiW = RIGHT -OF -WAY -0-¢ I.F. - IRON FENCE B.C. = BLOCK CORNER L.P. = LIGHT POLE SEC. = SECTION B.C.R. = BROWARD COUNTY RECORDS M. = MEASURED DISTANCE S.I.P. = SET IRON PIPE L.B. #6044 !i-!r W.F. = WOOD FENCE B.M. = BENCH MARK WH = MANHOLE SWK. = SIDEWALK B.O.B. = BASIS OF BEARINGS N.A.P. = NOT A PART OF T = TANGENT = 0.00 = EXISTING ELEVATIONS C =CALCULATED NGVD = NATIONAL GEODETIC VERTICAL TWP = TOWNSHIP C.B. = CATCH BASIN DATUM U.E. = UTILITY EASEMENT C.B.W. = CONCRETE BLOCK WALL N.T.S. = NOT TO SCALE U.P. = UTILITY POLE SURVEYOR'S NOTES CH = CHORD O.H.L. = OVERHEAD UTILITY LINES W.M. = WATER METER 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED CH.6. =CHORD BEARING O.R.B. = OFFICIAL RECORD BOOK W.R. = WOOD ROOF MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE CL = CLEAR O/S = OFFSET W.S. = WOOD SHED C.L.F. = CHAIN LINK FENCE OVH. = OVERHANG PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO C.M.E. = CANAL MAINTENANCE P.B. =PLAT BOOK = ANGLE COUNTY, TOWNSHIP MAPS. EASEMENTS P.C. = POINT OF CURVE L =CENTRAL ANGLE 2) THIS IS A SPECIFIC PURPOSE SURVEY. CONC. = CONCRETE P.C.C. = POINT OF COMPOUND CURVE : 1 THE CLOSURE 1N THE BOUNDARY SURVEY IS ABOVE C.P. = CONCRETE PORCH PL. - PLANTER =CENTER LINE 1:7500 FT. C.S. = CONCRETE SLAB P.L.S. - PROFESSIONAL LANG MIAMFDADE ELEVATIONS ARE REFERRED TO MONUMENT LINE 4) IF SHOWN, D.E. = DRAINAGE EASEMENT SURVEYOR ADE COUNTY. D.M.E. = DRAINAGE MAINTENANCE P.O. B.. = POINT OF BEGINNING ALL ELEVATIONS SHOWN ARE REFERRED TO EASEMENTS P.O. C.. = POINT OF COMMENCEMENT NATIONAL GEODETIC VERTICAL DATUM OF 1929 DRIVE = DRIVEWAY P.P. = POWER POLE MIAMI DADE COUNTY.BENCH MARK NO. 0 -156.1 ENCR. = ENCROACHMENT P.P.S.. = POOL PUMP SLAB LOCATOR NO. 2151 S E.T.P. = ELECTRIC TRANSFORMER PAD P.R.C. = POINT OF REVERSE CURVE ELEVATION 12.09 FEET OF N.G.V.D. OF 1929 F.F.E. = FINISHED FLOOR ELEVATION PRM = PERMANENT REFERENCE F.H. = FIRE HYDRANT MONUMENT F.1 P. = FOUND IRON PIPE PT. = POINT OF TANGENCY SURVEYOR'S CERTIFICATION F.I.R. =FOUND IRON ROD PVMT. = PAVEMENT F.N. = FOUND NAIL PWY = PARKWAY I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF F.N.D. = FOUND NAIL & DISK R. = RECORD DISTANCE THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ( "SURVEY"): COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. PROFESSIONAL LAND SURVEYORS IN CHAPTER 61617 -6, "- -° FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DE I ERMINt RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS / OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. BY `- •• (� 9- O EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. RT I (DATE OF FIELD WORK) THE TERM "ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS. RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE PROFESSIONAL LAND SURVEYOR NO. 6437 FOOTING AND /OR FOUNDATIONS. STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL FENCE OWNERSHIP NOT DETERMINED. BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED, SURVEYOR). HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A. AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED REVISED ON: LAND TO BE SITUATED IN ZONE: X COMMUNITY /PANEUSUFFIX: 120652 0090 J DATE OF FIRM: 0711711995 BASE FLOOD ELEVATION: N /A. REVISED ON: CERTIFIED TO: FERTILISE SALNAVE 0 �{tT G. I& *�OG�EiTiFIC,1T� Ry b NO. 6437 C W. E w STATE OF q Jg cti '• FIORiD 4` ND SJa�� SURVEYOR'S SEAL S 5582 N. W. 7th STREET SUITE 202 , � , 1 n r � SURVEY No. 4- 0007952 -5 MIAMI, FLORIDA 33126 3 TELEPHONE: (305) 264 .:! 2660 la 6.6 46 la •6 +�• •V •4 L FAX: (305) 264-0229 a LAND SURVEYORS SHEET No 2 OF 2 k DRAWN BY: LILY BOUNDARY SURVEY SCALE =1w = 20' ':� i3 ` �z�'.. ;: ,' �` �� '•yam � '�,� . - a �4 qp r� 10' PWY N 11.11 11.01 5• °C6NC.•SWK ' 7.5 00'' 552:00', .C. F.I.P 1/2" 90° 11.05 89 ° 52 1 6' F.LP 1/2" FIP 1/2" NO CAP NO CAP NO CAP 4 � 11.63 N 11.83 11.61 11.59 9.90' /— /— 11.75 11.70 15.25' 13 17.59' a25ENCR. _ 20.30' LOT-8 4' C.L.F. LOT - 9 LOT -10 BLOCK -3 BLOCK -3 r� a2=1 BLOCK -3 °o wO c ONE STORY N U A/C. ELEV =12.27' $ RES. # 390 V F.F.E =12.29 14.05' g GARAGE ELEV =11.88' 178 —x o 11.54 —7 : " 11.86 11.83 x o x M 11.67 4' C.L.F. 11.43 A924' 39.00' - x 4' C.L.F. 11.91 4' 11.48 x 11.94 ONPL 11. 2 "�— _ a45CL 11.69 11.64 O w1 U.P. 89 O 2 1 % L.F. 910 754 X35 g r SNoLLvi E)3LJ CINV S3lflti AlNf100 9NV 31d-LS LA IVU303A - nv H11M 30NVIldNOO 011031 ef1S /U I- id3G ONINOZ u � � a i � ia�'^ �7► 3ldQ AG 03AOhddV ---------- k 1 z SURVEYOR'SNOTE: +' Ce '��1� -� /° ar` y� .� �0�� O 130 There may be Easements recorded in the Public Records not shown on this Survey. EAADCADIdwtMes\Twtdwt 72972005 3:38:49 PM EST