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RC-05-1194Z/114 ppli. " Miami Shores Village Building Department 1 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 ilTRECIEII` ; E, FN Permit Type (circle . Buildin Roofing Owner's Name (Fee Simple Titleholder) Diiq ak. gi r0 a' Owner's Address 93 ( 2. City iltehuz + S/i f Tenant/Lessee Name 10.k t (tue State !, 1 Permit No. (� Master Permit No. II ?C — /19 `1 Phone # Zip a5 g Phone # 14/4* Job Address (where the work is being done) f / Z City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # oL3 pt r /IV Y Is Building Historically. Designated YES NO Contractor's Company Name /1-4, Contractor's Address 11 S / ° ; fr6 L Qualifier Name e'°`"- c 7 State Certificate or Registration No. Certificate of Competency No. City State k / ti Phone # 3& 3J 0 -29 7/ Zip ? t 7 2 3—" Phone # '� ° 2 i ® "7j Architect/Engineer's Name (if applicable) Value of Work For this Permit $ A T Phone # L'-/ Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: /. /' re f ,717-4„0 � / cam/ 4f ** ** :+x �x x+x�w* �x+x�x�x�x �x x�x xa� x *a �x* six* •x�x�x �x�x �x �x* a �x* * �x* �x * * *�x�x�x�x�x Submittal Fee $ Permit Fee $@! Notary $ Scanning $ Radon $ Bond $ Structural Review. $ Training/Education Fee $ DPBR $ CCF $ Technology Fee $ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side --3 COICC 4203 LLAGE 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. Signatur Owner or Agent The foregoing instrument was acknowledged before me this day of /e6 , 200k, by r who has produced 1 As identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: 05/ Co tractor The foregoing instrument was acknowledged before me this 1 Z- day of fa , 20 qt., by / tif- X jo+y1 , who has produced ersonall Notary Public State of Florida Jasmine Elaine Westbrook o►• Expires 09 /15/2009 att 4.#1 d wlo 't Jasmine Elaine Westbrook NOTARY PUBLIC:l '4 My Commission DD472584 n'of n Expires 09/15/2009 Sign: Print: BH4rc L ie lfg t t My Commission Expires: I/O ** * ** ****** :****** * ****** ***** :**** * ***** *** *** *:x**** :**** ** * **** * ** : ***** **** *** ***** ** ****a:•x*** ******* APPLICATION APPROVED BY: ! *AA (Revised 07/10/07) Plans Examiner Engineer Zoning po i'C v�ti lr lietv.s4 Attt Se„ atek ifieW 6u 62/,,,,p Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 TCCMIEVIC BUILDING A241101 PERMIT APPLICATION FBC 2004 BY: TILY Permit No. Master Permit No. 0 11c( Permit Type (circle): / Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee S' ple itleholder) Di4o0.. gliwact, Leo pzi Phone # Owner's Address (331) /U 11 t 11(�l l Mt City Ft i 01-44, *c S /1012--e r State Ft Zip 2,x3/, Tenant/Lessee Name A3/4;41 Phone # P Job Address (where the work is being done) q.:1 /2 /U /4M 1r 4V' City Miami Shores Village County Miami -Dade Zip ,33/? FOLIO / PARCEL # 1/ _ 3/0/ —0 / 6 o Is Building Historically Designated YES NO Contractor's Company Name A-) Phone # %/ Contractor's Addres ',3 3/ /312 f r v L City P/7101 P°( State %% Zip 3 33 Qualifier Name /Y- k.) c� �C /47/11,—; ' e Phone # ? — ��q' ` �� 7/ State Certificate or Registration No. � 703 %Certificate of Competency No. Amtitiftpt/Engineer's Name (if applicable) . C S e f°x G x/7 Phone # 313°- 3- 6/%/— // 7 Value of Work For this Permit $ /00'!-55.- Type of Work: DAddition Describe Work: 01 0 ['Alteration * ** Submittal Fee $ r Permit Fee $ Notary $ Training/Education Fee $ Scanning $ . 3— Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $'' Square / Linear Footage Of Work: DNew ❑ Repair/Replace ❑ Demolition * ** * ** Fee* ************* * * ** ** * * * *** * * * **** * * ** *** * *,** CCF $ CO /CC Technology Fee $ Zoning $ See Reverse sidis 0 pAl 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. The fore oing day of Owner or Agent ent was ackn wledged bef r% me thi . C The foreg ing instrument was acknowledged before me this by day of , s 202 by Sign Contractor r who has produced ho is personally known to me ho has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC -STATE OF FLORIDA Hector Estrada Commission #DD557873 mires: Bomunz:-=.I.°JLAMIC BONDING CO., INC. S Print: My Commission Expires: ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** APPLICATION APPROVED BY: (Revised 02/08/06)_ NOTARY PUBLIC -STATE OF FLORIDF Hector Estrada Commission #DD557873 .Xp res'_MAY Ten: ONDED T:IRU ATLANTIC BONDING CO., INC. My Commission Expires: ****************** * * * * *** ** * * * * * * * * * * * * ** * * * * * * ** Plans Examiner Engineer Zoning Nelson Walters Consultin • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• & Specialty EngIpeerj4g SegvIcess, Inc. ••, FBPE C.A. #9655 JUN 2 0 BY: _ • . • • • • • • • • • • •• • • • • • • • • •••• • • • • • • • • • • • • • • • • • • ••• • • • •• • • • • • •• ••• •• • • • • •• • • • • • ••• •• FOUNDATION DETAIL REVISION FOR MRS. SHINABERRY RESIDENCE REMODELING PREPARED BY: NELSON F. WALTERS FL, P.E. #58207 Design / Inspection / Investigation / Testing & Reports 493 N.W. 271h Ave., Miami. Fl 33125 Tel: 305.649.4049 Fax: 305.649.4149 Mobile: 305.244.4373 nelson@structuralpartners.com www.structuralpartners.com ti • • • ••• - .• • : `,„ • ••• ' •• •• • • •,•.,•• - •' CONSULTING SPE • • 4 ± 9. • • - `3I ING..;R F...Lt i ..• • Ili:C i1�. •. •._,_.. • !..• al, .1.'J s�gµ d886` W.'reitor`VE. 1 a - -, r ,:.I-_ECK 5'� Its. iFLORM. 244. :, < _,.• • • • • _•• • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • ••• • • • _ • • • • • �u. • • • Sas rrSis • SUSS rogsiirrs r Sir 941e . Fbeitisit a6v .01 It Aerr rrra SASS •,..w•. nv T pia ' St SaSsiirrri Pr 440.41 -LL: I -ilex Exterminators 4035 S.W. 98 Avenue, Miami Florida 33165 P.O. Box 650213 / Miami Florida 33165 -0213 Tel. (305)552 -0141 / 1 -800 782 -9284 FAX (305) 227 -1797 WEB PAGE: www.al- flex.com / E -Mail: al- flex @bellsouth.net Project Name: ADDITION Lot 0 Block 0 Model: Partial Treatment Notice Property Address:9312 N MIAMI AVE MIAMI SHORE FL Service order by: HOGAN CONSTRUCTION 849 N.E. . 92 ST MIAMI SHORE, FL. 33138- Permit #: Date: 6/ 8/2007 Time: 10:00 AM Applicator: ROBERTO Product Used: PROBUILD T.C. Chemical Used: CYPERMETHRIN (active ingredient) Number of Gallons applied : 80 Percent Concentration: 0.25 Area Treated : 800 Sq. Feet Tamp: N Linear feet Treated : 112 Stage of Treatment : Horizontal /Interior Vertical This is not valid without a company seal 1. The above noted structure has received the first of two or more required treatmets for the prevention of native subterranean termites. 2. Upon completion of this treatment and payment of any balance due under this contract, Al -Flex will provide purchaser with written confirmation that the treatment is completed and the associated limited warranty is in full force and effect. The limited warranty shall not be considered to be in effect until all required payment has been made. This form is for inspection or construction draw purposes only. The perimeter of the above structure must be treated at final grade accordance with pesticide label and Florida Statue. Warranty and treatment certification will be issued upon completion of final treatment. This form should not be accepted as proof of complete treatment for Certificate of Occupancy or Closing. NOTICE TO BUILDER: It is the responsibility of the builder to notify AL -Flex Exterminators should treatment be required for patios, driveways and entryways. Al -Flex Exterminators must be notified at final grade of structure so final treatment can be completed warranty issued, and required paperwork for closing submitted. THIS IS NOT A PROOF OF WARRANTY Nelson Walters Consultin & Specialty Engineering Services, Inc. FBPE C.A. #9655 FOUNDATION DETAIL REVISION FOR MRS. SHINABERRY RESIDENCE REMODELING Design / Inspection / Investigation / Testing & Reports 493 N.W. 27th Ave., Miami. Fl 33125 Tel: 305.649.4049 Fax: 305.649.4149 Mobile: 305.244.4373 nelson @structuralpartners.com www.structuralpartners.com CONSULTING .& SPECIALTY: RS Fv 6i ins, 'i 433 N M. t u AVE €,r DEMON •tN3PEC. N . TIOAATtON . .REPORTS 6k3 '?77th Aw.. Nhm& FLUB MAW, FixidmA PHONE: (3O - 4O49.PAIL ! j 4D. MCP-1E ( 5)244 -43rd 111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO .. TAX FOUO NO. #3/0/ '67 le>440 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that rents 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. CF-1-1 2007R0054692 OR ti: 25283 F's 4521; t1is) RECORDED 01/17/2007 14:03:46 HARVEY RUVIH CLERK OF COURT MIAMI -DADE COUNTY' FLORIDA LAST F'AGE IMOIEET7111 J. FEB 2 0 2007 aJ BY: 1. Legal description of property and street/address:44.3 eL 3 tee= 40 04, a phr Seer /vo 64 limo?. Sir --t Re, /? a ,1`y 93/z A l# Aye /1/01, "• p/• 33"r, 2. Description of improvement: / $2An A 'I O1 li lintrirslot dire eked c. /r'oto'r': , 3. Owner(s) name and address: D/N# & Sh /N 4 61e100d"/ . 93/ Z w • `JJ -iii li�v -C Interest in property: C7 CO A-) •K . Name and address of fee simple titleholder: 4. Contractor's.namo and address: / * A- 6 js, •'7 erect, L ,40 e #RfJ`e- q 33/zr"" 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ • AV/, fro. 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as Provided by Section 713.13(1)(a)7., Florida Statutes, Ge�� 90011641 �r-_I� • Name and address: �iit*M1 rr JO/A�► , ar 79 fl) . .SW414. frI /040/ Visvt -e r J TJ /.r•P- • 8. In addition to himself, Owners designates the following person(s) to receive a copy of the•Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: AVAe w /.r 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) Sig ature of Owner % Awe/ Print Owner's Namei)119 6 /6"'/ 1 . Prepared by " C Sworn to and subscribed before me this 1"7 • day o ctrl u 2 t� , 20 0_17 � Address: f £ 9.201 s77. Notary Public Print Notary's Name My commission expires: NOTARY PUBLIC - STATE OF FLORIDA Hector Estrada Commission # DD557873 Expires: MAY 30, 2010 BONDED THRU ATLANTIC BONDING CO., INC. 123.01-52 PAGE 4 8/02 Inspection Date: 07/03/2007 Inspector: Dacquisto, David Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: SHINABERRY, DIANA Job Address: 9312 MIAMI Avenue N Miami Shores Village, FL 33138- Project: <NONE> Contractor: JP HOGAN CONCRETE CUTTING INC Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition Block: Phone Number Parcel Number 1131010340160 Lot: Phone: 954/370 -6161 Building Department Comments 470 SQ FT FOR NEW ADDITION 110 7467 / 20 c Passed / Inspector Comments , '' AI Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, July 3, 2007 Page 1 of 2 COUNTY— WIDE LAND SURVEYORS INC. LAND SURVEYORS - PLANNERS 'P.O. BOX 823271 SOUTH FLORIDA, FL. 33082 -3271 (305) 772 -0766 QL SY z 175/ Rd` Ale i3 s T LOCATION SKETCH 'NOT- TO_ SCALE LEGAL DESCRIPTION Lot 3 and the South2 of Lot 2 in Block SECTION NO 6 -A MIAMI SHORES, according as recorded in Plat Book 12 at Page 54 of Miami -Dade County., Florida. is BY 168 of to the of the PLAT. OF plat thereof, Public Records SURVEYORS NOTES: 1). Legal description provided by client. 2). Right of way information obtained from record plat. 3). In Federal Flood Zone X, Panel 0093, last revised 3 -2 -94. 4). Benchamrk used- Dade County BM # N -568. 5). Elevations are referenced to National Geodetic Vertical Datum 1929 Adjsutment (NGVD29). Prr'E Fo. $Psofo. • El WAlgR Mg1i t 52.4 -' BOUNDARY, IMPROVEMENTS & ELEVATION SURVEY »($VEY FORz Diana Shinaberry 9312 N. Miami Ave. Miami CERTIFICATE NOTE: " NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYORS SEAL." I HEREBY C TIFY THAT THE SURVEY REPRESENTED HEREON COMPLIES WITH THE MINIMUM TE HNICAL STANDARDS ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 61G 17 -6, FLORIDA ADMINISTRATIVE CODE, PURSURANT TO SECTION 67 .027, Florida Statute.. JOSEPH L. MARTIN 'P ° EBSIONAL LANG SURVEYOR *4368 STATE OF FLORIDA Shores, F1. 33150 REVISIONS Aoo mevr c4as"1RJC7ronl DRAWN BY l SCALE 1 DATE 7-4-01 BY DATE )Lrt (17-2 -o7 q 0° Olts PIrE F . 24:46 0 °w— WAS /' 3- �.a0011, ' c •3i ti 532' A-4 mar &A ►wl= li -37' • • 1.0 • •N •r, 4ea['- 130' PI'S Fo • SUBJECT TO COMPU - WITH ALL D STATE AND COUNTY RULES AND REGULATIONS ▪ • • • • • • 4... • • .•. • :•0.• • • O : 0• • • • • • • • • •• • 0.410 • • 000• .0• • •. •• • •• • • • •00• • • • 74 • • 000. • • • •• .• • ••0• • • •0.• ... • •• •• • Miami Shores Village °,f Building Department '� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 E lV DEC 005 Permit No. RODS' 1 194 aster Permit No. Permit Type (circl Building Electrica ' ° lumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) D ! A N A S/1 / u3 6 ca ne # ,2, Cwt ° %Sy — OS 99 Owner's Address 93 12, EN a /4/ /� ,( City /L4 MP/ i 8-//6 f State F-%, Zip 3 ,313CP AYA Phone # /01M . Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Villa • e Is Building Historically Designated YES NO 1), 14I1J --4-l1 fa County Miami- de Zip ,? ,?/ 3cf-' Contractor's Company Name /- 0 M G0 Contractor's Address /33/ ®ea sr °L Phone =` � : a 370 .- /6 City D/ v l -e, State Qualifier )C /10 5 " Zip State Certificate or Registration No. C C-a C /S0 703 7 Certificate of Competency No. Architect/Engineer's Name (if applicable) C i /'V C c Dewo C9 o Phone # 3°5--; `076/ $ Value of Work For this Permit e_IV 0, 0 C) Square Footage Of Work: L../ ft:4 Type of Work: Addition ['Alteration DNew ❑ Repair/Replace ❑ Demolition Describe Work: Al 70 5-0 11( c{- d- -j cC c w a Submittal Fee $ 2CCI . CO Permit Fee $ 1 J /(. dam' CCF $ SI — Notary $ Training/Education Fee $ 11 -- Technology Fee $ 6) 3 • q s Scanning $ 15 — Radon $ 2 , -12. 55 Zoning rr,,rr�� Bond $ Code Enforcement $ Structural Plan Review $._S0 • lilt 'f'�CJ� . /164 DO Coicc 1 5c ) — Total Fee Now Due $ 5011.45 (Continued on opposite side) PERMIT# PC— 12 -O.4 I d 4- CONTRACTOR: J P. HO eA N SUBMITTAL DATE: EC.__t,.'E.R LZ R 20 CS 11111 PROJECT TYPE: NEN 'JIM WAHL & ASSOCIATES INC. 849 NE 92ND ST. MIAMI SHORES, FL 33138. ZONING 0 11-1410-5 a7 eEJ X 3/4/07 STRUCTU ELECTRICA Pay to the Order of 3674 631 Date /2-12- -Cr 63- 1322! X072 A • cc. 1.„v_ce Dollars 8 COLONIAL BANK` Miami Florida 24 Hr Colonial Connection 1- 877 -502 -2265 For 31a 1:063% L 3 2 21: 803 2438? vke fP MECHANICAL BLD - II.A rmit with an estimated value exceeding $2500, the applicant must pram: e in goon faun coat a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to attachment. Also a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged one in comp lance with all NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PERTY. IF YOU INTEND TO OBTAIN FINANCING, LNEY BEFORE RECORDING YOUR NOTICE OF Signature Tgiet,A _ Owner or Agent i% The foregoing instrument was acknowledged before me this day of D , 20f by D; WA 470vjj bp,itp/ who is personally known to me or who has produced (L DI- 45511,-172-0- b l ?identification and who did take an oath. NOT Sign: My Conunission Expires: LIC: Signature Co ctor The foregoing instrument was cknowledged before me this /Q--v day of ti6 , 20t by who is personally known to me or who has produced cation and who d take an oath. NOTARY PUBLIC: % )- If- Sign: ,;'/ %1►—�._MP) Print: l r vir Vii►:, * * ** . -"`N„ MARITZA ORMAZA MY COMMISSION # DD351663 P EXPIRES: Au 31, ® 1 rQe N vg, # K rny * Co. APPLICATION APPROVED BY: chc 05/13/03 31, My Commission E • es. P `, Rosemarie Jerez • • My Commission DD198114 * * * * ** * ** * * * ** *** * * * ** * ** sir* * **** * * * * * *** ** ** ** * * * * * ***44j6# w a ''645mwc'hg`",l1i;'tOW * * * * * * * * * * * * * * * * * * * * * * ** Rik+ k***********# ***+k+k************ **** * * * * * * * * * * * ** /jraC.4-. Plans Examiner Engineer Zoning • • • ••• •• •• • • • • • • • • • • • • • ••• • • • ••• • • •• •• • • • • • • • ••• • • • • • • • ••• •HOG I4{., ••• ••: GENER4.L 6ON1 t jNG 1331 BRISTOL AVE. DAVIE, FL 33325 License EGG 150703 • • • TEL (954) 370 -15t6 t• 10'54) 370;6181 ••••. .• Miami Shores Village 10030 NE 2nd Ave. Miami Shores, FL 33138 Attn: Claudio Grande, CBO Re: Reply to Building Critique Sheet for Shinaberry Residence 1. Comments from Planning and Zoning addressed. Comments from Mechanical addressed. Comments from Structural Engineer addressed. 2. Plans submitted to : DERM- approved HRS- approved Miami -Dade Impact- approved 3. Plans do not exceed 35% of house. le- i.CK. Pn.o%) 4 4. Signed and sealed letter approved. 5. Will submit sub- contractor permits. 6. Plans show window and door buck details, A -7. 7. Submitted 8. Correct code provided. 9. Provide product approval chart. 10. Design pressures changed. 11. Window, door buck, A -4. 12. Discrepancy provided, A-4. 13. Detail non-bearing walls, A-4. Mechanical Critique Sheet Energy forms, 2004 provided. Structural Comments 10 -19 -06 1. Section 1 -A 2. Starter column provided. 3. Pressures show, A -5. 4. Addition does not exceed 35 %. All windows Impact. t,e %.4••••,- 00.04 "EXCEEDING EXPECTATIONS -NOT JUST OUR MOTTO, BUT OUR GOAL" HOGAN GENERAL CONTRACTING 1331 BRISTOL AVE. DAVIE, FL 33325 License # -CGC 1507037 TEL (954) 370 -6161 FAX (954) 370 -6181 Miami Shores Village 10030 NE 2nd Ave. Miami Shores, FL 33138 Attn: Claudio Grande, CBO Re: Reply to Building Critique Sheet for Shinaberry Residence 1. Comments from Planning and Zoning addressed. Comments from Mechanical addressed. Comments from Structural Engineer addressed. 2. Plans submitted to : DERM- approved HRS- approved Miami -Dade Impact- approved 3. Plans do not exceed 35% of house. 4. Signed and sealed letter approved. 5. Will submit sub - contractor permits. to c.e a GI e 6. Plans show window and door buck details, A -7. 7. Submitted 8. Correct code provided. 9. Provide product approval chart. 10. Design pressures changed. 11. Window, door buck, A -4. 12. Discrepancy provided, A-4. 13. Detail non - bearing walls, A-4. Mechanical Critique Sheet Energy forms, 2004 provided. Structural Comments 1. Section 1 -A 2. Starter column provided. 3. Pressures show, A -5. 4. Addition does not exceed 35 %. All windows Impact. 10 -19 -06 "EXCEEDING EXPECTATIONS-NOT JUST OUR MOTTO, BUT OUR GOAL" MICHELE MELLGREN ASSOCIATES, INC. MEMORANDUM DATE: December 16, 2005 TO: Applicant file FROM: Travis Schenk RE: Permit Application RC05 -1194 Shinabeny, Addition • • ••• • •'•'• • • • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • ••• •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • ••• • • • • • • • • • • • • • • •• • • • •• ••• •• • • •• • • • • • •• • • • • • ••• •• Please note that the following conditions are outstanding and must be satisfied prior to permit approval: 1. Amend application to state "garage enclosure" and addition. n� 2. Demolition plan does not match what is shown on survey. North side of existing structure shows a portion of the house behind the garage approximately 10 feet from property line but floor plans show that the garage is the furthest existing encroaching point. Was this a permitted improvement? Please 3,. Dimension setbacks on all sides of structures. Side yards are required to be 10 feet deep, and no encroachment is permitted 4. Proposed addition encroaches into north side setback. 1) 6 lt-' 5. A 5 foot landscape strip will be required between building wall of enclosed garage and driveway ®I" — 6. These plans must be approved by the P&Z Board. An application must be submitted by 12/29/05 to be placed on the 1/26/05 Board meeting agenda. If you have any questions, please do not hesitate to call. Thank you. 6555 Nova Drive ' Suite 305 Fort Lauderdale, FL 33317 ° 954 -475 -3070 Fax: 954 -475 -9550 www.mmaplanning.com __ 3401.8.1.2 The requirements of this section shall not supersede specific requirements of the code for con- = struction in Fire Zones. 3401.8.2 Additions 3401.8.2.1 Any addition or alterations increasing the floor area of the building, shall rneet the requirements of this section. For purposes of this section, whether an addition falls within the stated percentages shall be cal- = culated based on the cumulative increase of the build- ing during the course of one calendar year. 3401.82.2 MI except Group P. occupancies shall comply with the following: 3401.8 23 Group R3 Occupancies shall comply with 3401.82..2_1 When additions, or alterations increas- ing floor area; are made to. an existing'buildiing; and the addition and - existing brir7dtt aae'3aparat4y a .. fire rat. the: addi- tion shall conform to all die requirements of the code applicable to a building of the area of the addition. 3401.82.22 Where the existing building and the addition are not separated by a fire rated wall and the area of the addition is25 percent or more of the area of the existing building, the existing building anti the a iriirinn chall he rnadr_ to cmmoly with all requirements of the code fora building of arca equal to the combined area for the addition and existing building. 3401.8.2.23 Where the existing building and the addition are not separated by a fire rated wall or where the addition is vertically superimposed on an existing building, and the area of the addition is less than 25 percent of the area of the existing building. the following requirements shall apply: 1. The addition shall conform to all requirements of the code applicable to a building having the combined area and height of the existing building and the addition. 2. The existing bulking shall conform to all requirements of tie means of egress for a building of the combined area and height of the addition and the existing building. 3. An approved detection. alarm and communi- cations system, detecting products of combus- tion. shall be required for all public areas and means of egress within the existing building. nuunnanumnt the following: 3401.8.2.3.1 When additions, or alterations increas- ing floor area, are made to an existing building and the addition constitutes 25 percent or more of the area of the existing building, the addition shall be made to comply with all the requirements of the code and the existing building shall comply with the following: FLORIDA. BUIL©QNC CODE — BUILDING Ai 3401.3.1.2 - 3401.8.31 1. Impact resistance devices having a valid NOA shall be installed at openings to provide pro. tection against storms. 2. Corners of buildings of masonry Construction shall be checked for tie downs. If tie downs are not found in corners, testing shall be per - fonned to locate tie downs in all walls. Proper installation of tic downs shall be done at 20 foot intervals and at each corner except that a interior tie downs may be provided in each side not less than 2 feet on each side of each 2. Tie down - refers to the anchorage from the foundation to the tie.beain and shall provide the equivalent strength of a• vertical #5 reinforcing F. bar properly attached to the founda - • tioa and ties beairiencced'in concrete or .mortar and.lapped•a miuiimurn of 30 inches or otherwise spliced in a manner which will develop the full strength of the bar. 2.2 Alternate methods of providing anchorage of equivalent strength to that described in 2.1 may be used =_ where design calculations which admit rational analysis are submitted by a Registered Engineer or Architect proficient in structural design. 3. Roof anchorage shall be checked at all walls F. where the addition connects to the existing building. If major deficiencies are found and 'e the anchorage is not in compliance with the minimum requirements of the code, the roof F. anchorage shall be checked for all the existing c roof. Minimum anchorage shall be provided to each member bearing on the exterior walls. 4. Permanent roof bracing shall be provided at F. all gable ends. 5. G.F.C.I. outlets shall be installed where E required by the code. 6. Smoke detectors shall be installed where required by the code. 3401.8.2.3.2 The design professional shall conduct a site visit to ascertain the necessary work to be per- formed to comply with the requirements of this Section. 3401.8.233 The design professional shall provide all an inspection report and indicate on the drawings remedial actions to be performed on the building submittal as a part of the permit plans. comer. 2.1 ONO 3401.8.3 Repairs and alterations 3401.83.1 Repairs and alterations not increasing the area of the building. made within any 12 month period. shall meet the requirements of this section. 34.3 MEMORANDUM, DATE: December 16, 2005 TO: Applicant file FROM: Travis Schenk RE: Permit Application RC05 -1194 Shinaberry, Addition Please note that the following conditions are outstanding and must be satisfied prior to permit approval: 1. Amend application to state "garage enclosure" and addition. 2. Demolition plan does not match what is shown on survey. North side of existing structure shows a portion of the house behind the garage approximately 10 feet from property line but floor plans show that the garage is the furthest existing encroaching point. Was this a permitted improvement? Please explain. 3. Dimension setbacks on all sides of structures. Side yards are required to be 10 feet deep, and no encroachment is permitted. 4. Proposed addition encroaches into north side setback. 5. A 5 foot landscape strip will be required between building wall of enclosed garage and driveway. 6. These plans must be approved by the P&Z Board. An application must be submitted by 12/29/05 to be placed on the 1/26/05 Board meeting agenda. If you have any questions, please do not hesitate to call. Thank you. 6555 Nova Drive Suite 305 Fort Lauderdale, FL 33317 954 -475 -3070 Fax: 954 -475 -9550 www.mmaplanning.com It! HELE MELLGREN SOCJATE% INC. MEMORANDUM DATE: December 16, 2005 TO: Applicant file FROM: Travis Schenk RE: Permit Application RC05 -1194 Shinaberry, Addition Please note that the following conditions are outstanding and must be satisfied prior to permit approval: . Amend application to state "garage enclosure" and addition. N//04' 1; Demolition plan does not match what is shown on survey. North side of existing structure shows a portion of the house behind the garage approximately 10 feet from property line but floor plans show that the garage is the furthest existing encroaching point. Was this a permitted improvement? Please explain. Dimension setbacks on all sides of structures. Side yards are required to be 10 feet deep, and no encroachment is permitted. Proposed addition encroaches into north side setback. :¢A 6 foot landscape strip will be required between building wall of enclosed garage and driveway. Ain / These- plans must be approved by the P&Z Board. An ap lication must be submitted by 12/29/05 to be placed on the 1/26/05 Board meeting agenda. A) A If you have any questions, please do not hesitate to call. Thank you. 6555 Nova Drive Suite 305 Fort Lauderdale, FL 33317 954 -475 -3070 Fax: 954 -475 -9550 www.mmaplanning.com Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/09/2008 Inspector: Grande, Claudio Owner: SHINABERRY, DIANA Job Address: 9312 MIAMI Avenue N Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: THOMPSON'S ROOFING / J &T INVESTMENTS GROUP INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1131010340160 Lot: Phone: (954)967 -1918 Building Department Comments Tuesday, April 8, 2008 Page 2of2 Icso 4 Passed 4 Inspector Comments omments GARBAGE AT BACK OF PROPERTY WILL BE PICKED WHEN THE INTERIOR RENOVATION IS COMPLETED. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, April 8, 2008 Page 2of2 GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS IIIl Aq ' �!`�►�llll st outri iiWII/ DYNATECH ENGINEERING CORP. TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO - DADE COUNTY PROTOCOL TAS -106 PERMIT No. MIAMI, March 24t 2008 CLIENT: THOMPSON ROOFING. 7021 Park Street Hollywood, FL. 33024. PROPERTY ADDRESS: Roof @ 9213 North Miami Avenue Miami, FL. 33150. 1'1LE TYPE/ATTACHMENT: Spanish S Roof Tile Polyfoam Set Testing Equipment Humboldt Scale Model H-4620 The test results presented here reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic. Test No. Test Location Field Uplift Pull Test Inspected By: PB 01 -34 Field See Sketch Below > Than 35 LBS 35-49 Comer See Sketch Below > Than 35 LBS 50 -74 Perimeter See Sketch Below > Than 35 LBS 75-95 Ridge Caps See Sketch Below > Than 35 LBS ROOF TILE UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS -106 ROOF SKETCH Test Result Passed Passed Passed Passed Sincerely yours, aamani, P.E. TECH ENGINEERING CORP. orida Reg. No. 39584 Special Inspector No. 757 48 71 70 69 ® TILES NEED TO NNE FIXED SEM MN.. INSPECTION O FADED TIES NEED TO SE rues WORE PI NN. INSPECTION / / / / / / /// MISSING IQ+TAR NEED TO DE MEI IMRE FINAL ANSPECTCON 750 West 84 Street, Hialeah, FL 33014 -3618 Phone (305) 828 -7499 o Fax (305) 828 -9598 BUILDING PERMIT APPLICATIO11 FBC 2004 . Miami Shores Village ink wgc. Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. pr 7-4 Master Permit No. gt / /9 Cf Permit Type (circle): Building ing Mechanical Owner's Name (Fee Simple Titleholder) a 1 rfvj S' 11 1 wa_ ✓ e 3 D,s - X75 E Owner's Address ' ca. 0 kit owl e /4 V L., City P (mkt , S' t tcJ-� c / State Ft Zip 3 f `r d' Tenant/Lessee Name Phone # Job Address (where the work is being done) '73 12_ City Miami Shores Village County FOLIO /PARCEL# /13 i c /6?6/C /60 Miami -Dade Zip Is Building Historically Designated YES NO Gr r_ 'q 9 7f Contractor's Company Name �,� .� � , _ � " "'°1� � Phone # � 9 ik Contractor's Address % ®2 ( ck(_ q City OD 1 Lt State Zip Qualifier Name S 0 'V \Phone# Ci ` 2979 7 State Certificate or Registration No. (C(( , 8 j Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: Describe Work :i irbo 0 :00 Square / Linear Footage Of Work: C 51 �csrii r fit ❑ Demolition ** ** *** * ** * * * * ** ** *** * * ** ,� /� �jFee ********* * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** Submittal Fee $ Permit Fee $ (i [i S � y CCF $ J (Q CO /CC lir Notary $ .� Training /Education Fee $ 1' to Technology Fee $ CQ Scanning $ 1 t Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ !2 '. air See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that,no work or installation has commenced prior to the issuance of a permit and that all work: will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction •lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent Signature Contractor The foregoing ' u 11 ent was ac .wledged befo e one thi 7 The f g Aument was acknowledged before me this dayof77A , 200 7byt. w7io is personally kalrintor who has produced day of Qom-; 20 (by b ) ..b who is pers ally known to me or who has produced As identification and who did take an oath. `V as identification and who did take an oath. NO J T .�Y !UB_I• ,/ w, ,Asir Print: My Commission Expires: NOTARY PUBLIC-STATE OF FLORIDA Hector Estrada Commission #DD557873 Tires: MAY 30, -2010 BONDED TRH II ATLANTIC BONDING CO., INC. NOTARY P Si P IC- M * * * * * * * * *t, rat** ** *, ******************** ** * * * *** *** **,r,r *,t******** APPLICATION APPROVED BY: (Revised 02/08/06) Li file ,iii G,. �w wV w * T� Commission E�tf� I 44' t% *COMMISSION #IDD 827483 My � 2 !LI a`s� iX�'IRES; qtly t2, 2010 Plans Examiner Engineer Zoning High Velocity Hurricane Zone Uniform Roofini •Pooinifpp)iicttiMR$rm • • • ••• • • • • • :.-S • • ,,.. .. • ! Master, efmlt No. • nformation) cess No. • •. • • ••• •• •• • • • • • • • • • • • r • • _. • • • ••• • • • • y • • • tress► •? ,/01. t. M' I A vc. Contractor's Name:. w Slope phallic Shingles escriptive BUR•RAS 150 •• • • • •• ••• •• • )Rp_'f Cate ry • • • '. • • _._Mechanically Fastened Tile • • • • • _ Mortar /Adhesive Set Tile .__Metal Panel /Shingles ..._.Wood Shingles /Shakes ._ Re- Roofing Roof Type ._,Recovering Repair Maintenance Are there Gas.Venl Stacks located on the roof? _Yes 4 If yes, what type ?.,,:. = rNatural _LPGX Roof.System Information Low slope roof area (11.1r; 50° Steep Sloped area (ft') 6�) �� Total (fl?) Section B (Roof Plan) Sketch I;.nof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width ,Corner Size (a' x i 0!I.1111ll��I .9�� ■■M■— _ ■1•�iMIII r1real 11C:-- ■1_..I.■ ■rmil■■.■.■m.f.:....■■.MPII■MIII:IIMMoI IMAM r%Ml. ■■■1111111111ffl11111 WIN sa•11111111■1•211111111111■ IIIIIIIIIIIIPM 11111111111111111111101111101111/73/10 VWOMrtiIiE■MEIMI ■ ANOMM11111■111111111ls/■■P�id WIMP/ %11111•11 1ME ►iMI ■ ■i1111111.1111111 /AI Mill ■>♦EGlti ■ /a,M11111111 MIN III �R�r tl ■H_. .• ■p' ■ ® ■td ■ ■1/%11■■�/i�11111t-III1 i / ■�� ■ ■ ■��_ ■tip ■�� ■��■ �1Mill1 �1111��1�1 ■_■■SG "■■1111111■11•1111=11■11111111111111111■ NINE= II !i■ ■ ■ ■ ■ ! ■■�■�� ■��■ ■�•�■ ■_ ■__ ■IIIIIIIIIII•■ I 11MI1m01 111 11■ ■E I 11111 01111 IIIII ■ IN NENENUN SIM IMI al/m1 AMINE 1 II 111 1111252ME1F-W1.111=11=- .11111M 111 IIwliLE . a• = _ _iii MASTER PERMIT NUMBER 9312 N Miami Ave 5 SQUARE FLAT DECK 6 SQUARE OF TILE TO E REPAIRED ra RC05 -1194 • • . . •• •• •••• • • • • • • • . • .. • • .... • • .... • ... • .. • • • • HIGH-VELOCITY HURRICANE ZONES • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Florida 0411{1.ing Oode.alittqn 20:04: .*. Righ.itetodify Htufiane-t4orieyeltonnVemiiticppitealforCForrn: •• , Sao • • pri.-C-ifLosiorsiopeAspoo. iivfivadtfic.RfaatA,ssasniblY ConVOnen# and ittinttifyl‘iatiiittiOturfir (tta‘totapotrent IS ritir.ueet .klarrtifyz'aeNg) SYStern'tVlanafgettirer: .013-'" 0 C. C9 ir C7T. Cosign, Wind Preseures; FrOrtgAS120or.CarculAilonet' PrOaXill'q S --‘4D MSX::15.0eign.Rresepre;#1011. ••••fiolkt.OA Stern: Etatit. Type; ?E.-4 v1/49,00 Gapgaffhteltriess: Stq.pe.: AndtreriBeee'Sheet.SeNe. Plyle): AtirboriEjaea;theiet Festreaer/SbrOk4 f1401010.1:-. IV itv.CiicAu insulation Base Layer:. • Date irisulatfori and Trkkness:. lasseqnzul on.F.astenetti3Ontitiv ivfatrottil: iv/A Topinsakararrloyer:. N. • 111 Tori. I PeOlatiOri .:Slie:;artirTrirokneee: --pcp Faetener/Boncling'Msterte4 Ali/4 .R.a.s.e.Sheet(e)4:1\16...itP1y.(e)':•. tiaseiroaffeetener/RentlinglVlarerief: • •• • ••• ••• • • Rastaiier $.006ffiti forAntlisoitBas.o 81.10.0i Atiradirrient .6; Ftelt:g: Perimeter bonier po 1.;.Ap; #•Flows,04,1! pc fj 11 Nurriberof Oostenew.Porinsulation f3t4t.0 Held Oornet IllYstratEr.:C. r./01140*.*Nriterkatti 1:41•Wfs.;gi:APOP0444P1:. Woc:01*Iiihg, &AW Ecige, iterreination, Slipping, • Plaeliffig, .tohtlhutitt Ott, CaM ?8.#11p, Bagel Eteishing, • coimr- Flashing, Eto. ihttloate: Mean Ktit5f Heig:ht Parapetfleight, •eIght of %ea -qashfng,. orrippkient Material, WOIPTial Thickness, ?leer Type i fastener 20g. or SithattlVtaherfadirohers.•.Detiis that gort40.101WRA8 111'stn-4.Chaprer 16. v■00% 4.er), claps n 9,0 t A5ptauLT A FT Parapet • Heioht wooa Deck pystmet(*&.No.:of • ?ty q plys:etiogtTetteriotBond-4117" y u 1-T To iorki-- 41/4/A 0 Fctr) IppTly.Feeterierlfiriiiiiiii601 • * `V`f sv it71'!ia,J)t tarfadng: FLORIDA BUILDING CODE — RESIDENTIAL Wan TOO Height yp.e Underlayment: Insulation: 13arrier: HIGH-VELOCITY HURRICANE ZONES • • ••• • • • S•0 •• •• • • • •• •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• Florida .Builditm Code Edition 2004. • •• • HluhValo.. HurricaneZonetiniform PerrnitA bn'Toonyu• • • Section 0 (SteeoSioped Roof SVdtilt)) :" • ••• • • •• • • • • • • • a N- F OOO OO • Roof System Manufcturer: 5 N" - O . : O O •: •• • • • • : ••• .11 .. • Product Approval Number: 0 C 0 /c9J g, 0? _ *zi coicu1ation0: .\. 6 1 ( aalk■ Minimum Design Wind Pressures, if Applicable . .17,Sigrr Pi: :2171. 11 P2:,241_ Ps& ,t,,14 . MaxiMum Design Pressure Product Approval Specific System: ° Method of tile attlebtrtent: / ?01--i .r-OPPN . - Roof Slope: :12, ,,SteqRSjop94 Rapf Svstem Desriptipq Deck FziwcnD •F s ner Type .84 Spacing: •Ad heSive I'Vpe; Mean Roof Height: Of CAI 1 cfNs 56k CAV 12:31--1 ype Cap Sheet; vim frookiefA CM of Dpyering: te . Type4:4ize Drip dge: HIGH-VELOCITY HURRICANE ZONES • • • • • • • • • • • •• •• • • • •• •• • se. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Florida SOililing CodasEdttiort 0346: ,* „ • •• ••: .141.9h VoloOlty-HureleanerZone-UntiOrm.Permit.-Appilliforlorm? .p p. .1 •: Section E (Tilw:Calculatiort. s) • • • • • • • • • • • ••• •• • For based:tile systentsi choose either Method 1 or 1. Coinpillot lite:valas :fp • for Mrwith.the values' from Mr. If. th e Mr valuta are greater dun oiriquel :o :hair : values., for eadluarea of-the, ro4stren the tile,attuehment metholtils.aceeptigle.. • Method 1 "Moment Based Tile Caleulatimi§.Per RAS 127" x • )– Mi Product Approval M, X = ran Product Approval M, (P4-; frKsif .x .2.0/7 = 21,1, )– MillE3:13 Product Approval M 73J Method Ciao la (ion sPer T. Mile .141m' Required:Norma ofResistance (Mr)tom Table OeioW b14 Product Approval • • • • mr 433° sEs :24:4 *Must bt used in conjunction with.a rof.raoment:.based: tile.systeutveudomed" by-the Broward Comr.ty Boards OfTtAlles aud For TJpft booed tile -systems uSelifethod .cantratled--therTalimpfor F' values for.Fr.lf fite:F; vanes ,are.greater.thum.or.-tquallo. the FT-values, for e.uell area of theroof,then -thelilwattaehmentroothod.isateeptable. Method :3•'"Up1ittflUsed'Tile Callmihttiotts:Pol )t 127"' I: x ) - NN't x cps stk Po: •.(r2 x ) cos Far. = tos 30.0 Product Approval F. Product Approval F. Product Approval F. 101b fir; Utak:: " tIrmition. - • Deset n SYVI.Y41 Whereto TIM" Design:Pressures' P.1 or 1?2, oat: W.137 Tittles•Utir Atengineering.analyiis preparedlay 'Pt hosed oti.ASCE 7 • • NtoartRoalleight • 14 •1611.$4 •IkOploye. •••10•31tc •AirottyttanaleNluitipl ler, 7.. . . • Product Approval . • ilestoringNlomenaltroto:OraYitSi- • § • prorte! APoraval , .. .., Aftitaltnutat Resistance. • .•1v1i• . • • Product Approval • ItcquirAd tyfOrtient Retiatenew • lilt • ,Caieulared It4irtinturry, Attar-inn* Resistance' • F Product Approval • • • getvir.000-tiftRiagiattinot L • •:CnicuIttted ... .. . . ......... , .. Avemiefilenrciett W. • Product Approval • Product Approyal ...... • TheoDintensIons • • 4,a- leagth vt=,..ividth th&Bui1tling0P40110:shetitA*Oi•ptratlitatiPiptiitt,_ . 4:11:0411 01qm:twat Vc•sulaniitt&I 4) FLORIDA BUILDING CODE — RESIDENTIAL 44.23 M I A M I�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Santafe Tile Corporation 8825 NW 95th Street Medley, FL 33178 ▪ • ••• • •• •• • • • • • • • • • • • • ••• • •• •• • • • • • .• • •• ••• • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • ••• • • ' M1AMI.DADE COUNTY, FLORIDA • • IMEIRODISADE FLAMER BUILDING • •. • •t10 WEST fl GLER snow, suns 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •••• • • •• ••• •••• • • •• • • • • • ••• •• • • •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building Bode. 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: Santafe Spanish '5' Clay Roof Tile s R F} Co y7 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 chall 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 chat/ 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 revises and renews NOA # 04- 0420.03 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigers. NOA No« 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub- Catcorv: • e l: Deck Tyne:. Roofing 07320 Roofing Tiles Clay Wood • • •• •• • • • • • • • • • • • •• • • • ••• • • ••• • • • • • • • • ••• • • • ••• • • • • • •• • • • • •• • • • • • • • • • • •• • •• ••• ••• • • • • •• •• • • • • • • • • • ••• • • • • ••• • ••• • • • •• • •• • •• • • • ••• • • • • • •• • • • ••• •• L SCOPE This revises a roofing system using Santa Fe " Santafe `S" Clay Roof Tile, as manufactured Santafe Tile Corporation and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured bv Test Applicant Scahions Santaff `S' Clay N/A Roof The Trim Pieces 1= varies w = varies varying thickness 21 SUBMITTED EVIDENCE: DANE= The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Product TAS 112 One piece high profile clay roof tile equipped with two nail holes. For nail -on, mortar set and adhesive set applications. TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier 94 -156 -8 94 -156 -9 25- 7205 -1 The Center for Applied Engineering, Inc. Project: 07- 07-00 -91 (307023) Redland Technologies Redland Technologies Redland Technologies 7161 -03 Appendix II 7161 -03 Appendix M P 0402 Tit Name/Reuort TAS 101 TAS 102 TAS 101 TAS TAS 108 (Nail -On) Uplift Testing TAS 102 & TAS 102(A) Withdrawal Resistance Testing of Screw vs smooth shank nails Aug. 1994 March 1995 Sept. 1994 Dec. 1991 Dec. 1991 Sept. 1993 NOA No.; 054921.02 Expiration Date: 02(01/11 Approval Date: 0202106 Page 2 of 5 Test Aaencv, Redland Techdologies Redland Technologies Celotex Corporation Testing Services IBA Consultants, Inc. PRI Asphalt Technologies, Inc. IBA Consultants, Inc. IBA Consultants, Inc. IBA Consultants, Inc. • • •• • • • • • • ••• • • • • ••• • • • • • ••• • • • • Test identifier . .• •. • • • • P ‘1647-3:11 . • •..•.. ... P 0631, -01 • • • ••. • •. • • • • • • • • • • • • • • • ..• Test Nsyne /Report Date . TASi0$ Aug.1994 • (Mar[ar Sex) .• •FA 1043 July.1994 • • afsrtarfigt) 5203054/1 thiu i!5 • 23534 SFrC - 003-02 -01 VA 102 June 1999 Restoring Moment Aug. 1999 TAS 101 12/06/02 2353 -70 TAS 101 09/22/03 2353 -71 TAS 101 09/22/03 2353 -93 ASTM C 1167 07/18/05 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30190 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shalt be in compliance with applicable building code. 4. INSTALLATION 4.1 Santafe 'S' and its components shall be installed in strict compliance . with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions Q x w ) Tile Profile Weight W (ibf) Length-I (ft) Width-w (ft) Santafe 'S' 6.7 1.5 0.958 NOA No.: 0S- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 3 of 5 Table 2: Aerodynamic( Mu plyers— .(fi Tile Profile Batten Application A { Direct Deck Santafe 'V 0.274 0.297 NOA No.: 0S- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 3 of 5 • • ... • • • ... .. .. • • • .. .. • • • • • • • • • • • • • • ... • • • • • • • • • • • • • ... • • • • .. • Table 4: Attachment Resistance Expressed as a Moment - Mf (ft Ibf) for Nall -On Systems Table 3: Restoring Moments cape to Lr tvItj - iVj3 -1k1' Tile Profile 2 °:12° 3 °:12" 4 1 . :. $;12:' '.6 °:1211 7°:12° or greater Battens 5.93 , Direct Deck 5.90 Battens 5.85 Direct Deck 5.82 Battens 5.73 Direct •OAcK 5$9; Battens : .'. ' 5.56: Direct 2 k:'' $r53 :' Battens .'• 5.3 ' • Direct Deck 5.29 Battens 5.03 Direct Deck NIA Santafe 'S' Table 4: Attachment Resistance Expressed as a Moment - Mf (ft Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck Battens Satiate 'S' 2 -10d Ring Shank Nails 21.8 N/A One #8 Screw 29.181 N/A Two #8 Screws 38.281 N/A One 418 Screw w/ Clip 57.31' N/A Two #8 Screws w/ Clip 57.60' 61.771 • .y+,...,.a.. a.avwa a� ��vuw rrwuuc fi�IlillaCiur� nv caters'. Table 5: Attachment Resistance Expressed as a Moment Mf (ft -ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application - Minimum Attachment Resistance Santafe 'S' Tile Bond 38.93 28.54 Polyfoam Polypro AH 16O17'' 2 See manufactures component approval for installation requirements. 3 Flexes Product, Inc. Average weight per patty 10.4 grams. 4 Polyfoam Product, Inc, Average weight per patty 9.4 prams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santafe 'S' Polyfoam Polypro AH 160' ' 63.83 Polyfoam Polypro All 16OT"c 61..93 5 Paddy placement of 63 grams of Potion) AH 160713. 6 Paddy placement of 24 grams of Polypro AH 160TM'. 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement "Miami -Dade County Product Control Approved ". NOA No. 05- 0921.02 Expiration Data 02/01 /11 Approval Date: 02 6 Page 4of5 Table 6: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Santafe 'S' Mortar Set 23.6 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement "Miami -Dade County Product Control Approved ". NOA No. 05- 0921.02 Expiration Data 02/01 /11 Approval Date: 02 6 Page 4of5 • • .. • • • • • • • • • • . ... • • • ... • • • • ... • • . • • • 6. BUILDING PERMIT REQUIREMENT'S • • • • . . 6.1 Application for building permit shall be aecInpanieeliry 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building order to properly evaluate the installafea o this • . ... • • • • • • • • • • • • • • • • • ... • . ... • • • • copies of the following: e »airl&cable building code in • .. • • • • • ... .. PROFILE DRAWING KSANTAFt S" CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 65- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 5 of 5 M1AMMA E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of-the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florid Building Code. DESCRIPTION: Polypro® AH160 • • •.. • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • 'MPAMl -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • • • • 140 WEST E•4GLER STREET, SUITE 1603 • • • • • • • • • • • • • • .'MIAMI, FLORIDA 33130 -1563 • • • • • • ' (100) 375 -2901 FAX (305) 375 -2908 • • • • • • ••• ••• ••• • • • •• • • • •• ••• •• • • •• • • • • • ••• •• • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. NOA No.: 06-0201.02 Expiration Date: 05/10 /11 Approval Date: 04113/06 Pagelof7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: • • ••• • • • ••• .. • • • • • • .. • • • • • • • • • • • • • • • • • • • • • ... • • • • ••• • • • • • ... .. • • .... .. • • • • • • • • • • • • • • • • • ...... ... • • • • .. • • • •. ..• .• • • • . • • • This approves Polypro® AH160 as manufactured by Poletroain h.:411cfe, tao .as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications Polypro® AH160 N/A TAS 101 Two component polyurethane foam adhesive Foatnpro® RTFI000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6lbs./ft 3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBM1'1'rED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. • • •. •• • • • • • • • • • ••• • • • • • • •• •• • • • • . • • ••• • • • • • • • ••• • • • • ••• • 1 • • ••• • . • • • • ••• •• •• • • • • • • • • • • • • Test Identifiel • #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB- 589 -631 9637 -92 01- 6743 -011 01- 6739 - 0621411 7050.02.96 -1 528454-2 -1 528454-9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 • • • • • • .:. Test Nalhateport TAS 101 •••• •TA$.101... :.: S4 -23 • • • •• • • • • • . . . . . . • • • . SSTi311 -0" • • SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 10I Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 03/02/99 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® A11160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. t i F W F= 2' MS NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 3 of 7 • • ••• • • • ••• •5 •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• INSTALLATION: • • ••• 1. Polypro® A11160 may be used with any roof t i e a• • b1 •141 51• •1411 • Y � y ��g� �� VIA that lists uplift resistance values with the use of Polypro®A) IyO.;, i • • ' •' • •' : 2. Polypro® A11160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile asse;nbl sadhe,ive attachment with the use of Polypro® A11160 shall provide sufficient aithhtrier gesistoce,Vpressed as an uplift based system, to meet or exceed the uplift resistan4e4fetrintiitect itt cc nplianc:e with Miami Dade County Roofing Application Standards RAS 127.' T1* at1hellive ttac11hfent $ate is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AHI60 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (13). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® A11160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polyproe AI1160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34/pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQIJJ EMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 • • ••• • • • •.• •• •• • • • •• •e • • • • • • • • • • • • . • • • .. • • • • • • • •s• • ADHESIVE PLACEMENT DEIRIL • • • • SINGLE •PA TTY 1 • • • • • • •• •• NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 MIAM2 •• •• • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCC64 • PRODUCT CONTROL DIVISION • • • • ••• ••• NOTICE OF ACCEPTANCE (NOA) ••• • • • • • • • • ••• • • • • ••• • • • • ••• .• •• • • • • • • • • • • • • • •.. • • • • •• • • • • • • • ••• ••• MIAMI-DADE COUNTY, FLORIDA METRO-DADB FLAGLER BUILDING • • 140•$ST FLAGLER STREET, SUTPE 1603 • • • • • • • MIAMI, FLORIDA 33130 -1563 • • (305) 375 -2901 FAX (305) 375 -2908 GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 •• • • • • • • •• ••• •. • • • • • •• • • • • • ••• •. • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (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 ART (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 AHT may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up Roof System for Wood Deck. cAb 42.; iA a A'i LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and �V` ®�S following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02-0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23103 Page 1 of 21 ROOFING SYSTEM APPROVAL Category: Sub- Category: Deck Type: Maximum Design Pressure The Classification: • •• Roofing BUR •• • • ••• •• •• • ••• • • • • • • • • • • • ••• • •• • • • ••• • • • • • ••• • • • • • •• • • • • ••• Wood • 7 • 5 psf • •• • • •See General firdi at4ot� #1 •• • • • •• •• • • • • • • • • ••• • • • • ••• • • • •• • • • •• • • • • • • • • • • • • • • • . ••• • • •• ••• •• • • •• •• • • • • • • ••• • • • •• TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimension GAF Asphalt Concrete Primer MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTAM Fibered 305 Fmrdsion) GAF Premium Fibered Aluminum Roof Coating. (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF 7etblack All Weather Plastic Cement (MatthTM Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement 7etblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex P1yTM 6 5, 55 gallons 601b. bags 5 gallons 1, 5 gallons Test SueciSication ASTMD41 ASTM D 1863 ASTM 1227 ASTM D 2824 Product Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flactiing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. 1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. 5 gallons 5 gallons 3937" (1 meter) wide 39,37" (1 titer) wide 39.37" (1 meter) wide ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement. ASTM D 4601 ASTM D4601 ASTM D 2178 Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 03. 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 2 of 21 Product GAFGLAS® Mineral Sheet ® Flashing GAFGLAS® STRATAVENT Eliminator Perforated Nailable RUBEROID® SBS Heat - We1dTM Smooth RUBEROID® SBS Heat We1dTu Granule RUBEROID® SBS Heat - We1dTm 170 FR RUBEROID® SBS Heat- Weld"( PLUS RUBEROID® SBS Heat- Weld PLUS FR RUBEROID® SBS Heat WeIdTM 25 RUBEROID Modified Base Sheet Ruberoid® 20 Ruberoid® Mop Granule Dimensions • • ••• • • • ••• *0 00 • • • •• *0 • • • • • • • • • • • • • • ••• • 0 • • • • • • • • • • • ••• • • • • 000 Test Product Suecfflcation Description • • • ••• •• •• • • •• • • • 39.37" (1 meter) :ASilVi D 2j48 3 e I4, amt impregnated glass felt with wide • • • • • • • • • tti5halt cbatiflg. 39.37" (1 meter) wide 39.37" (1 niter) wide Various 39.37" (1 meter) wide 1 meter (39.37') wide meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (39.37") wide 39.37" (1 otter) wide 39.37" (1 meter) wide 39.37" (l meter) wide ASTM D 3909 .. • • • • • .• • • • .6)4;1? 41917 D 3672 ASTM D 4897 D 3672 ASTM D -6164 ASTM D-6164 ASTM D -6164 ASTM D -6164 • ASTM D -6164 ASTM D -6164 ASTM D4601, Type 11, UL Type G2 BUR ASTMD6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 Asphalt coated, glass fiber mat cap sheet geffa e d wi* mineral granules. • • laklass• sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coaled on both sides with asphalt. urfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non Woven Polyester inat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Nina Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS- modified base sheet SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. NOA No: 03-0501.05 Expiration Date: 11104/08 Approval Date:10/23103 Page 3 of 21 Product Ruberoid® Mop Plus (Granule) RUBEROID MOP Smooth o • ••• • • • ••• •• •• .• • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Test Product Dimensions Specification Description • • • • • ••• •• •• • • •• • • • 39.37" (1 meter! A D.6122 l4oi 4piniolyester mat coated with wide • • • A.12/V1 D•/11476 tlymef mdtiifiied asphalt and surfaced with mineral granules. 39.37" (1 meter) • #*S D 6164 N o woven polyester mat coated with wide AS'1 D;5 fi47:: ri1 n�dified asphalt and nth • .. .. • • sedgy • 37" (1 meter) ASTM D 6164 Non -Woven polyester mat coated with fire wide ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 6164 Non -Woven polyester mat coated with fire ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen rembrane, smooth surface. RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID 170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS RUBEROID® Dual FR 39.37" (1 meter) wide 39.37' (1 meter) wide 39.3T' (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37' (1 meter) Wide 39.37" (1. meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37' (1 meter) Wide ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 6163 Nan woven fiberglass mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6163 Non woven fiberglass mat coated with fire ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 6298 Woven fiberglass mat coated. with Polymer ASTM D 5147 modified asphalt and surfaced with aluminum, copper or stainless steel foil. ASTM D 6164 Non -woven polyester and fiberglass mat ASTM D 5147 coated with file retardant, polymer modified asphalt and surfaced with mineral granules. NOA No: 03- 0501.05 Expiration Date: HAMS Approval Dats:10/23/03 Page 4 af 21 Product Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrix® System Pro Aluminum Roof Coating Fibered 302) GAF Built-Up Roofing Asphalt Test Product Dimensions Sgecification • . • • • • • Description • •• •• • • •• • • • PA 10OL4 pne w ,y,►a4ve vent used to relieve built -up •' AVM D'1929 t*essurd within the roof system GAF Vent ASTM D 635 Stacks are available in metal or plastic. 5 gallons • • • :pp%•. : Wirral ioifoidal bituminous emulsion with • • • • • • ' ItfleCtive alpminum flakes 5 gallons • ASD2824 ;15besad aluminum pigmented, asphalt Type I roof 100 lb. cartons, bulk RUBEROID MOD 60 lb. kegs Asphalt, Asphalt L & Asphalt P Tile: Mate Base Sheet Tile -Mate Cap Sheet Shingle- MateTm Underlayment TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB+(Matrix 715 MB Coating) TopCoat MB+(Matrix 715 MB Coating) WeatherCoterm (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Rubearoid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid®MB) Matrix 102 Select SBS Adhesive 39.37" (1 meter) wide ASTM D312, Innterply mopping and surfacing asphalt Types ] II, 11 and W ASTM D4601 39.37" (1 -,) ASTM D wide i 5 gallons 5 gallons 5 gall 5 gallons 5 gallons ASTM D3019 5 gallons ASTM D3019 5 gallons ASTM D3019 SEBS modified asphalt Asphalt impregnated and coated, fiberglass base sheet Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass reinforced. shin • e underlayment Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Glade. Cold Applied Modified SEBS Asphalt Adhesive. NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 5 of 21 Product (Ruberoid®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive • .••. • • • • •• • • • • • • • • • • • ••• . • • • • • • • • • • • Test Dimensions • Sficationt 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons APPROVED INSULATIONS: Product Name GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFFEMP® Composite A & N (BMCA)GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP GAFCANTTM GAFTEMP Permalite Recover Board GAFTEMP GAFEDGETM Tapered Edge Strip (BMCA) GAFTEMMiP® High Density Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line •• .• ••.• 4114 P45•86 • • ••• •. .. • • • • • • • • • • • Product . ...crintion • • • 0o114p li$d Modified SEB ••• ••• ••• ••Adhesile— flashing Grade. S Asphalt ASTM D4586 Standard Plastic Asphalt Roofing Cement •. • • • •• •■• •• • %/kSiltfi II52I6 Sta4dard Plastic Asphalt Roofing Cent • • .• • • •aulk+Grad6. ASTM D3019 Cold Applied Asphalt Adhesive. ASTM D 2824 Fibered aluminum coating. ASTM D2824, Non-fibered aluminum pigmented, asphalt Type I roof coating. ASTM D 3019 Fiber reinforced, rubberized Adhesive Type IlI TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board Cut partite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate/wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co.. . Apache Products Co. NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 6of21 EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. IRT of S. F1. IRTofS.FL • • •• •• • • • • • • • • • ••• • • • • ••• • • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• •• • • • • • • • • • • • Test idenli ier • • • FMRG 4996. • • • • • • • ••• • • LL 2B$04.44 • J.L 3B9Q1.AM J.L ODOA8.AM LL OD1A8.AM J.L 0Y9Q5.AM GAF -012-02 -02 GAF-020-02 -01 02-005 02 -014 • •• • • • ••• • .•. •• • ••• • • • • • •Description • Gutrentdnsulation • 4ettici meat •Requirements • • ••.WldUPS FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 Date 01.01.96 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 11.06.01 02.01.02 01.18.02 03.22.02 NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 9of21 Deck Type 1: Deck Description: .. • .•• • • • ••• .. .. • • . • •• •• • ... • ...... • • • •.• • • • • • • • • • • • ... • goo .. .. . . .. . . . 19/32" or greater pij wood or wood plaLk decks..' .0. ... ... ... . • System Type E (1): Base sheet mechanically fastened. All General and System Limitations shallppplis.. ..... • . . Base sheet GAFGLAS #80 UltisaaTd B'sse • kiRA1iA'�ENT® '� ,,,�� ;� Perforated Nailable, RUBEROID Modified Base ,r-_• .. *1,0 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechani y ' .-' to deck as described bed Ply Sheet: GAFGLAS Flex PIyng any o , • : ; sheets attached to deck with approv nails and tin caps at a fastener spacing of 9" o.c. at the lap Stagg ws 12" o.c. in the field. (Maximum GAFGLAS® Ply 4®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tex (GAF I1TE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. ( Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAIL 1TlE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psi See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tee (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. um Design Pressure - 60psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tce (GAFI'£I`E) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. um Design One or more plies #80 Ultima, RUB General Limitation #7) , GAFGLAS® PLY 6® ply sheet, or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs.sq. Cap Sheet: (Optional) One ply of GAFGLAS eral Surfaced Cap S adhered in a full mopping of approved asphalt applied w e range and at a rate of 20-40 lbssq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 18 of 21 Surfacing: • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• (Required if no caps heeds used install one of the following. 1. GAF Special Rpofieg Biiumett ap 4446 n rate of 20 lbsisq with an application rate of 1Z ga1J14.; orriAF W OTHER COAT® Emulsion (Matrix 305 F " tmuls?dn7 with an 4pli€ation rate of 3 gal./sq.; or GAF PremiumFibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fil12c'lydVQ1).vb{rhp.a ajioa rate of 1.5 gal./sq. 2. Asphalt flood coat at bd'dpfliaiivii rt of eq,,1bsJsq. ± 20%; plus gravel or slag with an appliaaticin lb'sdaq4e lbs.sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. Maximum Design Pressure: See Fastening Above NOA No: 03-0501.05 Expiration Date: 11/011108 Approval Date :10123/03 Page 19 of 21 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and 11e41y,6 wTarnotised.atrttmeiganically fastened base or anchor sheet. • • • • • • • 2. Minim 1 /a" Dens Deck or f2 Type X g isiWboar$` 1 ptable'to 8e installed directly over the wood deck. •• • • • • • •• ••• •• • ••••••• • GENERAL LIMITATIONS: • • • • • • • • 1. Fire classification is not of this • • • • •' • • •' part acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibsisq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is hilly mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbssq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing Anil utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is fly referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing motion designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11104/0* Approval Date:10/23/03 Page 21 of 21 SECTION R4402.13 HIGH VELOCITY HURRICANE ZOI •; I�� • � � . �Q�J]�t�D'dW�IERS NOTIFICATION FOR ROOFING CgNS)f�Der TIO:NS:• R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing coytwtor to provide the owner with the required roofing pemtit, and to explain toitte ogler thq,rtontontwf thls¢tioy'The provisions of Section R4402 govern the minimum requirements and stand rds atilt industi' fir roQfit;g $'stem installations. Additionally, the following items should be addres 4 aq,14rt of tke agitement fetween the owner ant the contractor. The owner's initial in the designated space indicates-that the item has been explained. •• • • • •• ••• •• • • • • • 1. Aesthetics - Workmanship: t 1cik�nanihip �avisidns of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed; open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the ro lcl/®r7 Owner /Agent's Sign . f re Date �� iI:4 fntractor d '� f ature ate Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 08/21/2008 Inspector: Devaney, Michael Owner: Job Address: SHINABERRY, DIANA 9312 MIAMI Avenue N Miami Shores Village, FL 33138- Project: <NONE> Contractor: JP HOGAN CONCRETE CUTTING INC s•-• 11cf4- -r3604"'"VV°. Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Repair Block: Phone Number Parcel Number 1131010340160 Lot: Phone: 954/370-6161 Building Department Comments REPAIR BLACK TOP ALLEY CUT 0 • # Passed Inspector Comments CC l7., JO /- gil- 0769 1. Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid. until Wednesday, August 20, 2008 Page 1 of 2 eiCr rn,_33 RECEIVED JUL 0‘e 2007 pY; 144/51/ Miami Shores Village Public Works Department 10050 N.E. 2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Public Works Permit Application FBC 2004 PermlT Type: Fabric Works MEM k— / _"it "1""( • Owners Name (Fee Simple Titleholder) Mal rev Y) efek Owners Address 73 / - /` 1 , ue f1 ! $ie- y J /T 3e,c- e ( stale Pi, Tenant/Lessee Name Pm* No L., 1, ( 13 ( P c I I ) . 3 /s P iI1 Phone is /01, Job Address (where the work is being done) 93/ 2 A') ` 114//#01 ! ,/'' fi City Miami Shores Village County Miami Dadee Zip .5 5/3 Is Bulidi ng Historically Designated: YES NO Contractors Company Name Qq /7e7!' A-) Contractors Address / 3 )/ /5" a / l4% Architect/Engineers Name (if applicable) $ Value of Wait For this Permit Type of Work: Describe Work Submittal Fee $ Notary $ Scanning $ See P/, Phone #: 3675 3/8.- zip ?of"- Phone #: �� Lineal Footage of Work /' 0 Addite QAlleration ❑ New epair/Replace ❑ Demotrron /0212, ,8%Ck7 P ///4-'el C&7 fe...1131.11111.611141111111.* Fees 1.111111.01M14.5.113,1*11. 3- Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Peredt Fee $ 4 c f ']° CCF $ ; 00 Ttainirg/E on Fee $ Technology Fee $ Radon $ Zoning Bond $ Shutheal Plan Review $ J0(0 50 Bonding Company's Name (if applicable) Bonding Coo ipany's Address City State /N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State ZIP p Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, ETC .... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant As a condition to this issuance of a Public Works permit with an estimated value exceeding $2500, the applicant anal promise in good faith that a copy of the notice of commencement and construction lien law brochure wiif be delivered b the person whose properly is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the frrst inspection which occurs seven (7) days after the bung permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature "t ALS1 Owner or Agent The forgoing instrument was acknowledged before me this day of \A IL ! 207byf c-i& LIT day of Sig The foregoing instrument was acknowledged before me this who is personally known to meswho has produced as identification and who did take an oath. NOTARY PUBLIC: "" Sign: Print: My Commission Expires: NOTARY PUBLIC STATE OF FLORIDA Hector Estrada Commission #DD557873 Expires: MAY 30, 2010 r..,i,.., ci•/i 4,11 ,21-Y' /L( is personally owkn t or has produced as identification and who did take an oath. Sign: Print My Commission Expi NOTARY PUBLIC-STATE OF FLORIDA Hector Estrada Commission #DD557873 Expires: MAY 30, 2010 BONDED TR' -I G CO, INC APPLICATION APPROVED BY: /�i`�� 11/17/2005 7(Cric ) -7/0 Public Works Director or his designee. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 s- l BUILDING IFECIEEVE Permit No ' p •••• .� PERMIT APPLICATION FEB ®�� Master Permit No. FBC 2001 .__o__ Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) p /%1 f- 3 Pwa- _ Phone # S - — Owner's Address 7312. N /1/ 190-7 /1- 0 L City /I /R0 / f k-b-ee State P1 Tenant/Lessee Name AJ/i4 Zip 3 3 /l' f Phone # /0/il • Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name 122).-f ( Phone # b 5-- % ) Contractor's Adderess " ,/ ! 5 City _ Qualifier t v ?. State Certificate or Registration No. L- -/ L_ /72' Certificate of Competency No. Architect/Engineer's Name (if applicable) Vi l /Av€ zcle at Phone # 0002 `lt - efe, $ Value of Work For this Permit 3C''`Y State Zip / LS Square Footage Of Work: '4/70 Type of Work: Addition ['Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: _SCOrT I�(1C� * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ / f, CCF $ 1 ■ 50 CO /CC. Notary $ Training/Education Fee $ Scanning $ ' Radon $ Zoning Bond $ Code Enforcement $ Technology Fee '$ 4.1 '234 Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Nam (if applicable) Mortgage Lender's Address City State Zip �r5 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 A1FFIDAVIT: 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 deliver -., .fie person whose property is subject to attachment Also a certified copy of the recorded notice of commence : Ust be , g at the job site for the first inspection which occurs seven (7) days after the building permit is issued In to absent of� h�posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument yeas acknowledged before me this of , 2004 , byD/ , r� who is personally know) o me or who has produced 1- L.— .s .,) tp— j �� _ L(j -j1 d As identification and who did take an oath. NOT C: Sign: Print: My Commission Expires: Contractor �° The foregoing instrument was acknowledged before me this /y day of0410(3677, 2CC by i al , who is rsonally known to me who has produced as identifica NOTARY PUBLIC: Sign: Print * ** 2_ tin My Commission Expires: A MY COMMISSION # D# D 1663 re P4 EXPIRES: August 31, 2008 7rgn: APPLICATION APPROVED BY: Cho 05113/03 * * * * * * * * * ** 1, 23 ?Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 09/18/2008 Inspector: Devaney, Michael Owner: SHINABERRY, DIANA Job Address: 9312 MIAMI Avenue N Miami Shores Village, FL 33138- Project: <NONE> Contractor: TOLE ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Block: Parcel Number 1131010340160 Lot: Phone: (754)987 -7424 Building Department Comments ELECTRICAL ADDITION Passed Inspector Comments CREATED AS REINSPECTION COVERS MISSING, RECEPTACLES ARC FAULT PROTECTED. FOR INSP- 45269. cc SMOKE DETECTORS MISSING, GARAGE TO BE G.F.I. PROTECTED. BEDROOM REC TO BE MD 08/27/08 IV Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, September 17, 2008 Page 1 of 2 Miami Shores Village IEE 'Vn g APR 0 6 2007 Building Department s Y: _. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) /4 Electrical Owner's Address Ito City 001, t 7 State c---( , Tenant/Lessee Name Job Address (where the work is being done) Plumbing Jc Permit No. Permit No. of /1 % Y Mechanical Roofing -e Phone # . 6,f' = 75– 611% Zip g f% cr--" Phone # ?3/ Z ,0 /UAW ,tc City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # l l 3 / ©1 C) 2e--/) / go Is Building Historically Designated YES NO Contractor's Company Name '� �� `� tee ° Phone # 4 `� -7404 Contractor's Address ‘1■1 . 5- `" -e. City ...,, ®— \C State ' Zip T3 \ Z Qualifier Name -\c -----7 :A _ Phone # c<4 S k State Certificate or Registration *o. e-- V3 CDC) .- '(Certificate of Competency No. Architect/Engineer's Name (if applicable) U g // A V eiz ci C Of 57 1L)Cf. Phone # 36 °g `( 4---° 0 50 5 Value of Work For this Permit $ �VC Square / Linear Footage Of Work: tto Type of Work: Addition ElAlteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: Submittal Fee $ Permit Fee $ , #e' Obi CCF $ (b_ 00 CO /CC Notary $ Training/Education Fee $ k . 20 Technology Fee $ 0,2 5. Scanning $ 5- Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ 2 `, C 5 Structural Review. $ Total Fee Now Due $ Z• Z5.0 See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foregoing day o dx Owner or Agent trument was ac owledged be 2007, by Signature Contractor The foregoing instrument was acknowledged before me this-5 day of ,"it 200 /, by or who has produced as identification and w o did take an oa NOTARY PUBLIC: r who has produced As identification and who did take an oath. NOT, Y 'lib I . u+ X6721r NOTARY PUBLIC -STATE OF FLORIDA Hector Estrada Commission #DD557873 ign: Fxpires: MAY 30, 2010 BONDED TI IRU ATLA NTIC BONDING CO., INC. Print: My Commission Expires: ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *fie* APPLICATION APPROVED BY (Revised 02!08/06) Sign: NOTARY PUBLIC -STATE OF FLORIDA S I Iector Estrada Print: ` ��;< "mr�� Commission #DD557873 My Commission Ex it Expires: MAY 30, 2010 3' P SNDED THRU ATLANTIC BONDING Co., INC. ‘,i7s5.- Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): APR 1 8 20 1 BY:___I - Permit No. Permit No. RC eJ 7-1 Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) D / Q gi EA / --} ` % Phone # ZZ OS-197 Owner's Address % 3 / /L) / (f1 `$ i 4 v - City /f%*l / ...5X62.1- State f Zip 3Tc' Tenant/Lessee Name / Phone # Job Address (where the work is being done) / 2, /o r City Miami Shores Village FOLIO / PARCEL # County Miami -Dade AVC Zip Is Building Historically Designated YES NO !0' Contractor's Company Name // ®,6 14). Phone # G%S '- �1 v 797/' Contractor's Address /33/ / f 7E) City j9� (�/ Z_ State E/ Zip 5? 2� Qualifier Name 2/1-w / r //J e.A Phone # 3f— ?/U 79 9 State Certificate or Registration No. C 6 66-40. 703 ?Certificate of Competency No. Architect/Engineer's Name (if a p p l i c a b l e ) (OA / , q V e0 6/T- Phone # 3P.f -2. ye- 090 9 Value of Work For this Permit $ p2s O Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration ['New ❑ Repair/Replace Describe Work: ooct..-■ t- f, /2a3.c ®"cc-6\ Demolition ***** * * * * * * * *•*** ** *** * * * **** * *** *** ****Tees** * * * * * **** * * * * ** ** * *�r,�0 CO r,r* ****** * * * * * * * *** Submittal Fee $ Permit Fee $ j v CCF $� V CEO /CC Z. Notary $ Training/Education Fee $ t 00 Technology Fee $ - S-0 Scanning $ e5 — Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State ' Zip 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. The foregoing ins day of ®3C who is ersonall Owner or Agent ument was ac . • wledged bef 1 ail , 2097, by known to me`+ re me 1. r who has produced As identification and who did take an oath. Signature ` r ontractor The foregoin ° day of mss II ent was acknowledged before me this / 8 2002 by J4A S r i &, . , 401 1. TIM/IA Irit"4-1 r who has produced as identification and who did take an oath. NOTARY PUBLIC -STATE OF FLORIDA Hector Estrada Commission #DD557873 Expires: MAY 30, 2010 B0.4DED LIAO. LAN 11C EONDING CO., INC. NOTARY PUBLIC -STATE OF FLORIDA NOTARY PUBLI Hector Estrada Commission #DD557873 BONDED TfupA11ANTIC ONDINOG CO., IN Sign: Print: My Commission Expires: **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) ** * * * * * * * * * * * * ** 01,4 �!r! Sign: Print: My Commission Expires: * * * * * ** ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (*? Plans Examiner V l Engineer Zoning spew Inspection Date: 06/25/2008 Inspector: Perez, JanPierre Owner: SHINABERRY, DIANA Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 9312 MIAMI AVE Miami Shores Village, FL Project: <NONE> Contractor: CLIMA CONTROL INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: New Block: hone Number Parcel Number 1131010340160 Lot: Phone: 305 - 266 -6721 Building Department Comments 8 SUPPLY W/ DUCT WORK N (--14 ) ..S tg Passed Inspector Comments 1 i / 0, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, June 23, 2008 Page 2of2 tv''s Miami Shores Village Building Department 1005.0 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) Owner's Address 731 a. . i3 . 14j b4"(e llt� G City MOW C crucke5 State pl FOrCEVIa La DEC 1 8 20111 BY. (IA- Permit No. MGM — /GO Master Permit No. I - 0-5-% 11 sr:1 ci 011111/4-0, SW/ to Tenant/Lessee Name �j E- MAIL: . % V� 3o- 7$e' —05?? ityn Zip FT' nk- Phone # Job Address (where the work is being done) 93/2 /U. 1r /tret P City Miami Shores Village County FOLIO / PARCEL # 1 /3 c» ®(3 4762/6 0 Is Building Historically Designated YES NO Miami -Dade Zip 3 5/3,- Contractor's Company Name. et.i.mhol C.. 6 »/?',e p C_ iA/C, Contractor's Address & 1g5 AJ4 tJ /6'7 sei 6-. /4 City 1-/ / Ac j'» State J n Zip 33 d 1 5 Qualifier Name 7 &7- L. o F;e,41-.7—f cvl-- Phone # % B 6 `fi /=-- 90 99 State Certificate or Registration No. (Arc 05 %fie Certificate of Competency No. E -MAIL: Phone # 156 L/ /c9- Gf Oc19' Architect/Engineer's Name (if applicable) O C 4 Value of Work For this Fern 'erD Type of Work: Describe Work: F /,yt9-Pci'2 -Se-Phone # Square / Linear Footage Of Work: Alteration ['New CU C ek.) A ,C, Repair /Replace ❑ Demolition * ** * * ** * * * * * * * * * * * * * ** * * * * * * * * * * ** Fees************** * * * *x * ** * * * * * * * * * * * * * * *'x * * ** ** Permit Fee $ VV Notary $ Training /Education Fee $ Scanning $ ' /S Radon $ Bond $ Code Enforceme Structural Review. $ CCF$ Technology Fee $ Zoning $ CO /CC MIAMI SHORES VILLAGE s3-c0 See Reverse side --* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip .. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: l 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 XSignature Owner or Agent The foregoing in trument was acknowledged before me th's o�u 01, by 1 algi �aMG! OPkn, , day of 20 who is personally known to me or who has produced x19-0 e�� s identification and who did tal NOTARY PUBLIC: Sign: Print: My Commission Expires: w°�G*�11 ti� $s, • ,�5 A • ,� ti�''„c,a �:!Yti,;` Sign:.. �relk Print: „ q49 My Commission Expires: "4,‹c V�® ************************************A************ *'u de tkxak ilrx4e 7kx$�k �irxot u'k x'k,1t'k atx4 *K'xakx�Yk�lr4at �k Signature Contractor The foregoing instrument was acknowledged before me this day of 1 , 2011,; by who is ,ersonally known to me or who has produced raw- 01•.1,,-_ 1 las identification and who did taken oath. 4.7 NOTARY, PUBLIC: APPLICATION APPROVED BY: (Revised•02 /08/06) VL-1 w,17 Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 •05) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 F� 2 0 2007 Y•_ _. mmmmmm Permit No. 4 Master Permit No. C O S-- / M Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) Owner's Address C/3 j 2 N D N c 54 e 602,, /is /go-1i sgUt Roofmg Phone # City /L%d 101 a r i%i2 �, State Tenant/Lessee Name E A Zip 33/11' Phone #�� Job Address (where the work is being done) 3 1 l""` t P4- filvt A City Miami Shores Villa a County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name C. M# ®!0 (M ( 1 Contractor's Address 61 4^` . tic) 1 7 s4-12 City /-1, 4 / �c / State Qualifier P- C.�d.. ,u Phone # 3 d.2 66 & 72 1 Zip State Certificate or Registration No ..G '5 7 3 y� Certificate of Competency No. Architect/Engineer's Name (if applicable) V11(, vek d Di ci� ru Cj , Phone # $ Val i'e ilfWork 'or this Permit TYP 43441394-!,z,-- Describe Work: dditip ., 8 teration 30X-- 24sF - ©J Dl Square Footage Of Work: [New ❑ Repair/Replace / LUX- 4e. ❑ Demolition Submittal Fee $ Notary $ Scanning $ Code Enforcement $ * ** ***** * *** * *** * *** * ** ** * * *F s********************* * * * ** Permit Fee $ CCF $ • (0° CO /CC. Training/Education Fee $ 1 • Z0 Technology Fee $ `,3 • 25 , Radon $ Zoning Bond $ Structural Plan Review. $ Total Fee Now Due $ 2.23.05. (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Mo e Let'er's' Tame (if applicable) Mortgaged rider's Address City 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 AlikIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this day of 1616, , 2011-.1 by who is personally known to me or who has produced )j® + 551( -11 - ,O— tp IAs id p tification and who did take an oath. NOT Sign: Print: Contractor The foregoing instrument was acknowledged before me this day of C.C:b°L0b Pt , 20 ®,6 , by who is personally known to me or who has rod(uced • ♦s �' 3Jration aIItl Wnk'i :4 2 o' °, �N1ota Pubt� = o mat C' t = • '_MyC�nissionExphesSep9,2008 OPS: Commission # DD 363782 NO - • ,•. a.• -0i k •11[•)1l• 1 91U ►. Assn My Commission Expires: Print My Commission Expires: - 1 a * *:- A *AA' MY ICoMr4fs3 #DB351663 ` c ' t tgES; A!>giz3t 31, 2008 -*W. TA •V jFL'. _��_.•. � ., Cg.,. ******* ***** *** *** * ***** • + k�ki��k+ k+ k�k�k�k# �k+ k�R�k# Ik�klRlk�k�k #i��k�k#i�+k�K�klk ****** 24/ APPLICATION APPROVED BY: chc 05/13/03 a Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ilk Inspection Date: 04/09/2008 Inspector: Grande, Claudio Owner: SHINABERRY, DIANA Job Address: 9312 MIAMI Avenue N Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: THOMPSON'S ROOFING / J&T INVESTMENTS GROUP INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1131010340160 Lot: Phone: (954)967 -1918 Building Department Comments Re roof existing roof Same color tile and type as the addition 6 D pQ� Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, April 8, 2008 Page 2 of 2 GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS gar iI111��P. 1\11\1111Mti DYNATECH ENGINEERING CORP. TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO - DADE COUNTY PROTOCOL TAS -106 PERMIT No. MIAMI, March 24t 2008 CLIENT: THOMPSON ROOFING. 7021 Park Street Hollywood, FL. 33024. PROPERTY ADDRESS: Roof @ 9213 North Miami Avenue Miami, FL. 33150. TILE TYPE/ATTACHMENT: Spanish S Roof Tile Polyfoam Set Inspected By: PB Testing Equipment Humboldt Scale Model H-4620 The test results presented here reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic. Test Location Field Uplift Pull Test Test Result Passed Passed Passed Passed Test No. 01 -34 Field See Sketch Below 35-49 Comer See Sketch Below 50 -74 Perimeter See Sketch Below 75 -95 Ridge Caps See Sketch Below ROOF TILE UPLIFT IN ACCORDANCE WITH MIAMI- > Than 35 LBS > Than 35 LBS > Than 35 LBS > Than 35 LBS DADE COUNTY TAS -106 ROOF SKETCH Sincerely yours, aamani, P.E. Ai k,CH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 0 DROWN TILES NEED NI DE FIXED WORE FINAL INSPECTION Omum TILES NEED in at rnml UMW fNAL INSPECTION / / / / / /// srsSn4C !WAR NEED TO SE FIXED DEfl E caul INSPECTION 750 West 84 Street, Hialeah, FL 33014 -3618 ® Phone (305) 828 -7499 Fax (305) 828 -9598 RE: Permit # F -2 Mold Vow Vetlage U Dena, 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305-756-8972 www.miamishoresvillage.com 1 757)19\ Iv cY5 o) (Print name and circle License Type) DATE: 2— t " d$ INSPECTION AFFIDAVIT License #: C S C 1 3 2 - 1 0 , licensed as FS 468 Building Inspector On or about °0-‘8 (Date & time) secondary water barrier work at 9311 . N ® fn / Engineer / Architect, , I did personally inspect the roof deck nailing and /or (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Ret,;fit M- eased on 553.844 F.S) State of Florida County of Dade: MANDY LYNN SEMUL S*s MY COMMISSION # DD733423 EXPIRES November 08, 2011 (401) 3060183 F addallotaryServiee.com The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large day of g I F613.0/414.1 *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection • • ••• • • • ••• •• • • • •• •• • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• Nelson Walters Consulting & Specia Ity Engln eerina Service!,• Inc. AC IZ-054/qt FBPE C.A. #9655 December 6, 2006 Miami Shores Village Building and Zoning Departmep • ••• •••• • • • • • • •••••• • • • • • • • • • • ••• • • • • •• • ••• ••• • • • •• • • • •• ••• •• • • • • • • • • • • • • • • ••• •• Attention: Mr. Claudio Grande, CBO Re: Statement of existing structure adequacy for the project under permit No. RC -05 -1194 ( "Residence Remodeling for Mr. & Mrs. Diana Shinaberry ") located at 9312 N. Miami Ave. Village of Miami Shores, FL 33150. Dear Mr. Grande: The present letter is to state that the existing structure of the above mentioned residence will not be altered due to the proposed addition and remodeling works. The only locations where the new addition will interact with the existing structure will be at the connecting points between the new and existing structure and the additional load imposed on the existing structure will not alter neither the existing CMU walls and their footings nor the header beams at the location of openings. Also, as the new addition is not higher than the existing residence there will not be an increment on the wind loads either. As a conclusion, based upon our structural design experience we can attest that to the best of our knowledge, belief and professional judgment the existing structure will remain adequate after the execution of the proposed works. Should you have any question or need additional information regarding the statement above, please do not hesitate to contact our office. Respectfully, Design / Inspection / Investigation / Testing & Reports 493 N.W. 27th Ave., Miami. Fl 33125 Tel: 305.649.4049 Fax: 305.649.4149 Mobile: 305.244.4373 nelson @structuralpartners.com www.structuralpartners.com J.P. HOGAN GENERAL. CONTRACTING 1331 BRISTOL AVE DAVIE, I`L 33325 TEL 954 370 -6161 FAX 954 3704181 Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 Attn: Building Official Re: 9312 N. Miami Avenue Septic Tank Permit 12 -12 -05 "REZEOVED DES. ? 2]05 a. Please be advised that we are going to construct an addition to the above home. P. N. # n C C2j _ // % 1. We will replace grass in the rear area after construction. Permit # PL 2005 -309 Lloyd North Dade Septic Tank Service V.P. Field Supervisor "EYC17)MNG EXPECTATIONS -- NOT JUST OUR MOTTO BUT OUR GOAL" • • • • • • • • • • gC l 20E- l 194 TRACE® Load 700 version 3.0 By DFG Consulting Engineers Protect Name: Dataset Name: Location: Building Owner: Program User: Company: Comments: Location: Latitude: Longitude: Time Zone: Elevation: Barometric Pressure: Air Density: Air Specific Heat: Density- Specific Heat Product: Latent Heat Factor: Enthalpy Factor: Mrs Shinaberry C: \CDS \LOAD322PROJECTS\MRS Shinaberry.LDS 9312 N. Miami Ave. Miami Shores, FL Mrs Shinaberry DANIEL F. GUTIERREZ, P.E. DFG CONSULTING ENGINEERS, INC. Miami, Florida 25.0 deg 80.0 deg 5 7 ft 29.9 in. Hg 0.0760 lb/cu ft 0.2444 Btu/Ib• °F 1.1151 Btu/h•cfm• °F 4,908.6 Btu•min/h•cu ft 4.5619 Ib•min/hrcu ft Summer Design Dry Bulb: Summer Design Wet Bulb: Winter Design Dry Bulb: Summer Clearness Number. Winter Clearness Number: Summer Ground Reflectance: Winter Ground Reflectance: Design Simulation Period: January through December Cooling Load Methodology: TETD -TAI Heating Load Methodology: UATD 90 °F 77 °F 47 °F 0.95 0.95 0.20 0.20 Project Name: Dataset Name: Mrs Shinaberry C :\CDS\LOAD32\PROJECTS\MRS Shlnaberry.LDS TRACE® Load 700 v3.0 calculated at 12:59 PM on 11/12/2005 • . • • • • • ••• • '••S• m ;NM% • •••• • •• • • • • • System Checksums By DFG Consulting Engineers •: • • - • • •• • • 0000 ••.• • • beletJNG COIL PEAK . PtlaJcelat Timed • • • • • Mo/Hr. • Ontslde Ake OADWWBA-IR: • •••• • • •• • •••• • Sens.• +.41.• . •EnvelopeLeads• • • Skytke Sotr • • • gRYIfte Caci • Roof Gond • • Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total ==a Internal Loads Lights People Mien Sub Total °O9 Ceiling Load Outside Air Sup. Fan Heat Ret Fan Heat Duct Heat Pkup OV/UNDR Sizing Exhaust Heat Terminal Bypass Grand Total ®a • • $• • 0 • Plenum Sensible Btu/h Plenum Latent Btu/h 9/15 89/76/114 CLG SPACE PEAK Mo/Hr. 9 / 15 OADB: 89 HEATING COIL PEAK Mo/Hr: 13 / 1 OADB: 47 Net Percent Space Percent Space Peak Coil Peak Percent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Btu/h (%) Btu/h (%) Btu/h Btu/h ( %) o 0 0.00 0 0.00 0 0 0.00 o 0 0.00 0 0.00 0 0 0.00 O 8.558 8,558 28.16 0 0.00 0 -2,254 17.13 9,654 0 9,654 31.77 9.654 47.50 0 0 0.00 1,932 0 1,932 6.36 1,932 9.50 -3,059 -3,059 23.24 2,928 812 3,740 12.31 2.928 14.41 -2.001 -2,567 19.51 3,504 3,504 11.53 3,504 1724 - 5,279 - 5279 40.12 0 0 0.00 0 0.00 0 0 0.0o O 0 0.00 0 0.00 0 0 0.00 18,018 9.370 27.388 90.13 18.018 88.65 - 10,339 - 13,159 100.00 O 0 0 0.00 0 0.00 0 0 0.00 3.000 3.000 9.87 1,500 7.38 0 0 0.00 O 0 0 0 0.00 0 0.00 0 0 0.00 3,000 0 0 3.000 9.87 1,500 7.38 0 0 0.00 1,279 -1279 0 0.00 807 3.97 -538 0 0.00 O 0 0 0 0.00 0 0.00 0 0 0.00 0 0.00 0.00 0 0.00 O 0 0.00 0.00 0 0.00 O 0 0.00 0.00 0 0.00 O 0 0.00 0 0.00 0 0 0.00 O 0 0 0.00 0.00 0 0.0o 0 0 0 . 0.00 0.00 0 0.00 22,297 8,091 0 30,388 100.00 20,325 100.00 - 10,877 - 13,159 100.00 Main Clg Aux Gig Opt Vent Total Total Capacity ton MBh 2.5 0.0 0.0 30.4 0.0 0.0 2.5 30.4 COOLING COIL SELECTION Sens Cap. Coil Aitfl MBh cfm 28.9 0.0 0.0 1,721 0 0 Enter DBANB/HR Leave DBANBIHR °F °F pr /b °F °F ar/Ib 77.8 0.0 0.0 63.5 0.0 0.0 64.9 0.0 0.0 60.2 57.8 67.7 0.0 0.0 0.0 0.0 0.0 0.0 • • Project Name: Mrs Shinaberry Dataset Name: C :\CDS1LOAD32\PROJECTSIMRS Shinaberry.LDS Floor Part ExFlr Roof Wall AREAS Gross Total Glass ft2 ( %) 1,427 648 0 1,427 0 0 1,060 141 13 Fan Coil TEMPERATURES Cig Htg SADB 60.2 73.7 Plenum 77.8 66.8 Return 77.8 66.8 Ret/OA 77.8 66.8 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 AIRFLOWS Cooling Heating Vent 0 0 tnflt 0 0 Supply 1,721 1.721 Mlncfm 0 0 Return 1,721 1,721 Exhaust 0 0 Rm Exh 0 0 Auxil 0 0 ENGINEERING CKS % cfndfP cfiniton f 2/ton Btu/hrft' No, People Cooling 0.0 1.21 679.44 563.52 21.29 6 Heating 0.0 1.21 -9.22 HEATING COIL SELECTION Main Htg Aux Htg Preheat Reheat Humidif Opt Vent Totes Capacity Coil Alrfl MBh cfm -13.2 1,721 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 -13.2 Ent °F 66.8 0.0 0.0 0.0 0.0 0.0 Lvg °F 73.7 0.0 0.0 0.0 0.0 0.0 TRACE® Load 700 v3.0 calculates at 12:59 PM on 11/12/2005 • • DISNtNG * R1TCHENIN AREA • •• • • • • •.• • • •• • Room Checksums By DFG Consulting Engineers • •1 • • •• • •• • • ••0• 0000 • •••. • ••0• • .... • 00.0• .. C.Oi,IjjNG COIL PEAK • teatttat Time: • Mo1Hr: Outside Air. OADB M{IB/HR: • •••• • • SAM • • cm..o 4 • • Oath* •• • •Envelope Loads• •: . •$Ignite Solr • Skylite Corn • • • • • Roof Cornet Glass Solar Glass Conti Wall Conti Partition Exposed Floor Infiltration Sub Total = => internal Loads Lights People Mist Sub Total = => Ceiling Load Outside Air Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup OV/UNOR Sizing Exhaust Heat Terminal Bypass Grand Total liffo • .• •.•0 Ret Air Sensible Btu/h Ret. Air Latent Btu/h 8/17 90/77/122 CLG SPACE PEAK Mohr. 8 / 17 OADB: 90 Net Percent Space Percent Total Of Total Sensible Of Totat Btu/h (%) Btu/h (%) : 0 0 0.00 0 0.00 O 0 0 0.00 0 0.00 O 1,943 1,943 24.91 0 0.00 4,480 0 4,480 57.43 4,480 79.13 317 0 317 4.08 317 5.60 440 120 580 7.18 440 7.77 O 0 0.00 0 0.00 O 0 0.00 0 0.00 O 0 0.00 0 0.00 5,238 2,063 7,301 93.59 5,238 92.51 O 0 0 0.00 0 0.00 500 500 6.41 250 4.42 O 0 0 0 0.00 0 0.00 500 0 0 500 6.41 250 4.42 276 -276 0 0.00 174 3.08 0 0 0 0 0.00 0 0.00 0 0.00 0.00 O 0 0.00 0.00 0 0 0.00 0.00 O 0 0.00 0 0.00 O 0 0 0.00 0.00 O 0 0 0.00 0.00 6,014 1,787 0 7,801 100.00 5,662 100.00 HEATING COIL PEAK Mo/Hr. 13 / 1 OADB: 47 Space Peak Space Sens Muth Coll Peak Percent Tot Sens Of Total Btu/h ( %) O 0 0.00 O 0 0.00 O - 487 34.86 O 0 0.00 - 485 - 485 34.77 -330 - 424 30.37 O 0 0.00 0 0 0.00 0 0 0.00 -815 -1,396 100.00 O 0 0.00 O 0 0.00 O 0 0.00 O 0 0.00 -116 0 0.00 O 0 0.00 0 0.00 O 0.00 O 0.00 0 0 0.00 O 0.00 0 0.00 -931 -1,396 100.00 Main CIg Aux CIg Opt Vent Total Total Capacity ton MBh 0.7 7.8 0.0 0.0 0.0 0.0 0.7 7.8 COOLING COIL SELECTION Sens Cap. Coil Airfl Enter DBIWB/HR MBh cfm °F °F gr/Ib 7.6 0.0 0.0 348 0 0 77.8 0.0 0.0 63.5 0.0 0.0 64.9 0.0 0.0 Leave DBIWBIHR °F °F gr/Ib 60.4 56.2 60.7 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Mrs Shinaberry Dataset Name: C ACDSILOAD32\PROJECTS\MRS Shtnaberry.LDS Floor Part ExFIr Roof Wall AREAS Gross Total Glass R' ( %) 308 0 0 308 0 0 160 22 14 TEMPERATURES CIg Htg SADB 60.4 70.4 Plenum 77.8 66.8 Return 77.8 86.8 RetlOA 77.8 66.8 Fn Mani 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 AIRFLOWS Cooling Heating Vent 0 0 Infll 0 0 Supply 348 348 Mincfm 0 0 Return 348 348 Exhaust 0 0 Rm Exh 0 0 Aux!! 0 0 ENGINEERING CKS Cooling Heating 0.0 0.0 1.13 1.13 535.23 473.79 25.33 -4.52 1 % cf nlft2 cfm/ton ft°/ton Btulttrft° No. People HEATING COIL SELECTION Main Htg Aux Htg Preheat Reheat Humidif Opt Vent Total Capacity Coll Mtn MBh -1.4 0.0 0.0 0.0 0.0 0.0 -1.4 cfm 348 0 0 0 0 0 Ent °F 66.8 0.0 0.0 0.0 0.0 0.0 Lvg °F 70.4 0.0 0.0 0.0 0.0 0.0 TRACE® Load 700 v3.0 calculated at 12:59 PM on 11/12/2005 • •• • • • • • ••• • LIVING Iidt* . • •• •. • • • • • • • • Room Checksums By DFG Consulting Engineers • • • • • • • • • .. . CQPLJJG COIL PEAK • Time.• • Mo/Hr. OADBJWB/HR: Ouside Air • • • • • • • • gp.. • Sens.4tie•• ettllt•• • •• •• • • • • • Envelope Loads • • • • • •Skkylite Sok • Skyf to Con?, Roof Cond °kiss Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total => Internal Loads Lights People Mac Sub Total = =a Ceiling Load Outside Air Sup. Fan Heat Ret Fan Heat Duct Heat Pkup OVIUNDR Sizing Exhaust Heat Terminal Bypass Grand Total ®a • Ret Air Sensible Btu/h Ret Air Latent Btuth 11 / 14 82/69/87 CLG SPACE PEAK Mo/Hr: 11 / 14 OADB: 82 Net Percent Space Percent Total Of Total Sensible Of Total Btuth (%) Btuth (%l 0 0 0.00 0 0.00 O 0 0 0.00 0 0.o O 1,137 1,137 17.63 0 0.00 3,488 0 3,488 54.06 3,488 68.59 121 0 121 1.88 121 2.39 574 149 723 11.21 574 11.29 482 482 7.47 482 9.48 O 0 0.00 0 0.00 O 0 0.00 0 0.00 4,665 1,286 5,951 92.25 4,665 91.75 O 0 0 0.00 0 0.00 500 500 7.75 250 4.92 O 0 0 0 0.00 0 0.00 500 0 0 500 7.75 250 4.92 269 -269 0 0.00 170 3.34 0 0 0 0 0.00 0 0.00 0 0.00 0.00 O 0 0.00 0.00 O 0 0.00 0.00 O 0 0.00 0 0.00 0 0 0 0.00 0.00 O 0 0 0.00 0.00 5,434 1,017 0 6,451 100.00 5,084 100.00 HEATING COIL PEAK Mo/FHr. 13/1 OADB: 47 Space Peak Space Sens Btu/h Coll Peak Percent Tot Sens Of Total Btu/h (%) O 0 0.00 O 0 0.00 O -474 15.18 O 0 0.00 -390 -390 12.49 -393 -499 15.99 -1,780 -1,760 56.35 O 0 0.00 O 0 0.00 -2,543 4,123 100.00 0 0 0.00 0 0 0.00 O 0 0.00 O 0 0.00 -113 0 0.00 O 0 0.00 O 0.00 0 0.00 O 0.00 O 0 0.00 O 0.00 O 0.00 - 2,656 4,123 100.00 Total Capacity ton MBh Main Clg 0.5 Aux Clg 0.0 Opt Vent 0.0 6.5 0.0 0.0 Total 0.5 6.5 COOLING COIL SELECTION Sens Cap. Coll Alrfl Enter DB/WBJHR MBh cfm °F °F gr/Ib 6.2 0.0 0.0 310 0 0 77.8 0.0 0.0 63.5 0.0 0.0 64.9 0.0 0.0 Leave DB/WWHR °F °F gr/lb 60.3 56.7 63.1 0.0 0.0 0.0 0.0 0.0 0.0 Protect Name: Mrs Shinaberry Dataset Name: C:ICDSILOAD32\PROJECTSWIRS Shtnaberry .LDS AREAS' Gross Total Glass ft• (%) Floor 300 Part 216 ExFIr 0 Roof 300 0 0 Wall 180 18 10 TEMPERATURES Ctg Htg SADB 60.3 75.7 Plenum 77.8 66.8 Return 77.8 68.8 RetIOA 77.8 86.8 Fn MtrTD 0.0 0.0 Fn BIdTO 0.0 0.0 Fn Frict 0.0 0.0 AIRFLOWS Cooling Heating Vent 0 0 htfll 0 0 Supply 310 310 Mincfm 0 0 Return 310 310 Exhaust 0 0 Rm Exh 0 0 Auxu 0 0 ENGINEERING CKS Cooling Heating 0.0 0.0 1.03 1.03 576.54 558.07 21.50 -10.22 1 % OA cfm/ton triton Btu/hrft• No. People HEATING COIL SELECTION Main Htg Aux Htg Preheat Reheat Humidif Opt Vent Total Capacity MBh -3.1 0.0 0.0 0.0 0.0 0.0 -3.1 Coil Airfl Ent cfm °F 310 .8 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 Lvg °F 75.7 0.0 0.0 0.0 0.0 0.0 TRACE® Load 700 v3.0 calculated at 12:59 PM on 11/12/2005 • •• • • • • • ••• • • •• • • • • • MA%TER■ pEaROOM • • • • • Room Checksums By DFG Consulting Engineers • • • • • • •4 •••• • • • .. • CQPUNG COIL PEAK • Iealt%dtt Time• • Mc1Hr: Outside Air: • • • • OADBMtBIHR: • • Spy • • Sens. +ftIK•• • Envelope Loads • • • • Sky Sok Sky lite••• Roof Cond Glass Solar Glass Cond Wall Cond Partin Exposed Floor infiltration Sub Total =_> Internal Loads Lights People Mac Sub Total = => Ceiling Load Outside Air Sup. Fan Heat Ret Fan Heat Duct Heat Pkup OVNNDR Sizing Exhaust Heat Terminal Bypass Grand Total ®• Ret Air Sensible • • I •• m1 • • • •• • • • • 0 • 0 0 0 0 482 6,163 0 469 0 419 101 669 0 0 7,720 582 Ret Air Latent Bttih 8/10 85/74/111 CLG SPACE PEAK Mo/Hr. 8/9 OADB: 83 Net Percent Space Percent Total Of Total Sensible Of Total Btu/h (%) Btu/h (%) O 0.00 0 0.00 O 0.00 0 0.00 482 5.18 0 0.00 6,163 66.25 6,694 77.28 469 5.04 388 4.48 520 5.59 311 3.59 7.19 563 6.50 0 0.00 0 0.00 O 0.00 0 0.00 8,302 89.25 7,956 91.85 0 0 0 0.00 0 0.00 1,000 1,000 10.75 500 5.77 0 0 0 0 0.00 0 0.00 1,000 0 0 1,000 10.75 500 5.77 326 -326 0 0.00 206 2.38 0 0 0 0 0.00 0 0.00 O 0.00 0.00 O 0 0.00 0.00 O 0 0.00 0.00 0 0 0.00 0 0.00 O 0 0 0.00 0.00 O 0 0 0.00 o.00 9,046 256 0 9,302 100.00 8,662 100.00 HEATING COIL PEAK Mo/Hr: 13 / 1 OADB: 47 Space Peak Space Sens Btu/h Colt Peak Percent Tot Sens Of Total Btu/h (%) O 0 0.00 O 0 0.00 O -575 13.51 O 0 0.00 -1 ,092 - 1,092 25.64 - 646 -831 19.51 -1,760 -1,760 41.34 O 0 0.00 0 0 0.00 -3,498 -4,257 100.00 O 0 0.00 0 0 0.00 O 0 0.00 O 0 0.00 -137 0 0.00 O 0 0.00 0 0.00 O 0.00 O 0.00 O 0 0.00 0 0.00 O 0.00 - 3,635 -4,257 100.00 Main Cig Aux Clg Opt Vent Total Total Capacity ton MBh 0.8 0.0 0.0 9.3 0.0 0.0 0.8 9.3 COOLING COIL SELECTION Sens Cap. Coil AIN1 Enter DBItfitBIHR MBh cfm °F °F grltb 8.8 0.0 0.0 521 77.8 O 0.0 O 0.0 63.5 0.0 0.0 64.9 0.0 0.0 Leave DWINBIHR °F °F gr/lb 60.1 57.7 67.6 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Mrs Shinaberry Dataset C:\CDS1LOAD321PROJECTS\MRS Shinaberry.LDS Moor Part ExFIr Roof Wall AREAS Gross Total Glass ft (%) 364 216 0 364 0 0 360 50 14 TEMPERATURES CIg Htg SADB 60.1 74.3 Plenum 77.8 66.8 Return 77.8 66.8 Ret/0A 77.8 66.8 Fn MtrTD 0.0 0.0 Fit BkdTD 0.0 0.0 Fn Frict 0.0 0.0 AIRFLOWS Cooling Heating Vent 0 0 Infll 0 0 Supply 521 521 Mlncfm 0 0 Retum 521 521 Exhaust 0 0 Rm Exh 0 0 AuxIt 0 0 ENGINEERING CKS Cooling Heating 0.0 0.0 1.43 1.43 671.87 469.56 25.56 -11.88 2 % cfrn/ft' cfrMon ft'/ton Btu/hMi' No. People HEATING COIL SELECTION Capacity Coll Aifl Ent MBh cfm °F -4.3 521 66.8 Main Htg Aux Htg Preheat Reheat Humidif Opt Vent Total 0.0 0.0 0.0 0.0 0.0 -4.3 O 0.0 0 0.0 0 0.0 O 0.0 0 0.0 Lvg °F 74.3 0.0 0.0 0.0 0.0 0.0 TRACE® Load 700 v3.0 calculated at 12:59 PM on 11/12/2005 • •• • • • • • ••• • • •• • fir, ,,,,,�� • • • • • • AIIDR0c'2I.1•& 3 • • • • • • • Room Checksums By DFG Consulting Engineers • • • • C0,0611■1G COIL PEAK *Ilea 24st Time" • Mo/Hr: • • • • OADBtWB/HR: • • • • • • Space • Ret Air • • • Sens. we • • Sensible .a.... •• ••• • • • •Envelope Loads • • • • • • • •. • •9loyllte Solr • Skylite Condo Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total ,==> Internal Loads Lights People Misc ��/ Sub Total ==> Ceifing Load Outside Air Sup. Fan Heat Ret Fan Heat Duct Heat Pkup OVIUNDR Sizing Exhaust Heat Terminal Bypass Grand Total ==> • • 0 • 0 0 0.00 0 0.00 0 0 0.00 O 0 0 0.00 0 0.00 0 0 0.00 O 2,500 2,500 24.88 0 0.0o 0 -719 16.40 3,494 0 3,494 34.78 6,935 77.21 0 0 0.00 675 0 675 6.72 397 4.42 -1,092 -1,092 24.91 1,015 282 1,297 12.91 345 3.84 -632 -813 18.55 1,082 1,082 10.76 547 6.09 -1,760 - 1,760 40.15 O 0 0.00 0 0.00 0 0 0.00 O 0 0.00 o 0.00 0 0 0.00 6,268 2,782 9,048 90.05 8,225 91.57 -3,484 -4,383 100.00 Ret Air Latent Btu/h Btu/h 9/14 89/76/112 CLG SPACE PEAK Mohr: 9/10 OADB: 83 HEATING COIL PEAK Mo!Hr. 13 / 1 OADB: 47 Net Percent Space Percent Space Peak Coil Peak Percent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Btu/h ( %) Btu/h ( %) BtWh Btu/h ( %) O 0 0 0.00 0 0.00 0 0 0.00 1,000 1,000 9.95 500 5.57 0 0 0.00 0 0 0 0 0.00 0 0.00 0 0 0.00 1,000 0 0 1,000 9.95 500 5.57 0 0 0.00 408 -408 0 0.00 257 2.86 -171 0 0.00 0 0 0 0 0.00 0 0.00 0 0 0.00 0 0.00 0.00 0 0.00 o 0 0.00 0.00 0 0.o0 O 0 0.0o o.o0 0 0.00 O 0 0.00 0 0.0o 0 0 0.00 0 0 0 000 0.00 0 0.00 O 0 0 0.00 0.00 0 0.00 7,874 2,374 0 10,048 100.00 8,982 100.00 -3,655 -4,383 100.00 Main CIg Aux Cig Opt Vent Total Total Capacity ton MBh 0.8 10.1 0.0 0.0 0.0 0.0 0.8 10.1 COOLING COIL SELECTION Sens Cap. Coll Airfl Enter DBIW8IHR MBh cfm °F °F gr/lb 9.6 0.0 0.0 542 0 0 77.8 0.0 0.0 63.5 0.0 0.0 64.9 0.0 0.0 Leave DBIIYBIHR °F °F gr/lb 60.1 57.5 66.6 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Mrs Shinaberry Dataset Name: C :iCDS\LOAD32\PROJECTS\MRS Shinaberry.LDS Floor Part ExFtr Roof Wail AREAS Gross Total Glass fta ( %) 455 216 0 455 0 0 360 50 14 TEMPERATURES Cig Htg SADB 60.1 74.1 Plenum 77.8 66.8 Return 77.8 66.8 Ret/OA 77.8 668 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frlct 0.0 0.0 AIRFLOWS Cooling Heating Vent 0 0 InfII 0 0 Supply 542 542 Mincfm 0 0 Return 542 542 Exhaust 0 0 Rm Exh 0 0 Auxll 0 0 ENGINEERING CKS Cooling Heating 0.0 0.0 1.19 1.19 647.12 543.40 22.08 -9.61 2 % OA cfrniton ft2/ton BtWhrtt2 No. People HEATING COIL SELECTION Capacity CoII Alit Ent Main Htg Aux Htg Preheat Reheat Humidif Opt Vent Total MBh cfm -4.4 542 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 -4.4 °F 66.8 0.0 0.0 0.0 0.0 0.0 Lvg °F 74.1 0.0 0.0 0.0 0.0 0.0 TRACE® Load 700 v3.0 calculated at 12:59 PM on 11/12/2005 FEB 5mcmrwm-im 2 0 2007 fig2Y- BY ° __ Miami Shores Building Departmelit • •; • • •• •• • • • • • • • • • ••• • • • • • • • • ••• • • • ••• • • Product Approval Schedule / Comparison c lj n O , nth Description of Window Product Ace tanee Product A, rovel nin • • ••• •• •• • • • • e • • • • • • • • ••• • • • • • ••• •• •• • • • • • • • • • • • • • ••• • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• • •• •• • ••• • • • • • • • •• • ••• ita s: 9 3 tZ #416/4i gC;cif*- tiI4 4 • O. ningD Required Mullion R •'aired Im . et _.�,�. tavammarhauwaf 111111111M11111111111111 mumsmana...„ ►�' AM fUAbE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA T M. Window & Door Co. 601 NW 12 Ave. Pompano Beach, FL 33069 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 Eoard 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 On 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 falls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the ATLI may iinniediately 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. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 •••• This product is approved as described herein, and has been designed to comply with the High Velocity Tunica ie•:° •' Zone of the Florida Building Code. . • • • • • • :DESCRIPTION: Series ‘130"Oatswing Door•with SMentes LMI APPROVAL DOCUMENT: Drawing No. W02 -77, titled " Series -230 Alum Out -Swing Door W/Sidelites ",° • • sheets 1 through 6 of 6, prepared, signed and sealed by Humayoun Farooq, P.R., dated 08/28102,"bea ping the • Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and a�,proaral date -••• the Miami.Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact • • • • LIBELING: Each unit shall bear a • •••• • • -folio permanent label with the manufa s name or logo, eityas t e4md . _ •• • • •' wing statement: "Muni-Dade Dadde County Product Control Approved ", unless otherwise noted Vora ... - RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no • •' change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been .a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shah 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: of this •••• ••.be provided to he wow UJ the manufacturer UL its distributor!. •r •• •• • • •••••• • .• • • • • • •• • • • • • • • • • • and shall be available for inspection at the job site at the request of the Building Official. • • • • • • • • • • • • •• The submitted) documentation was reviewed by Theodore Berman, P.E. •. •••• •• • •. • • • • • NOAjp,0,l;,�0I6.09 •••• . Expiration Date: Dece ujft 26,2007• • Approval Date: December 26, 2002 • • • • '.Page 1 • •• •••• • • • • • •••• • • • •• • ••• • r • • 4 •• • . • • • • • • • • • • T.M. Window & Door.'Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -77, titled "Series 230 Alum Out -Swing Door W/Sidelites ", sheets I through 6 of 6 prepared, signed and sealed by Humayoun Farooq, P.B., dated 08- 28/02. • TESTS , • 1. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 . along with marked -up drawings and installation diagram of aluminumh outswing door, prepared by Fenestration Testing Laboratory, •Iuc:, Test Report No. FTL- 3355, dated 01/29/02, signed and sealed by Luis Aritonion Figueredo, P.E. Test reps on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 • 2) Large andMissde Small Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • 4) Forced Entry Test, perFBC 36032 (b) and TAS 202-94 . . "• • along with marked -up drawings and installation diagram of alumin a� • � • • door, prepared by Fenestration Testing Laboratory, Inc., Test Repott•lhif fL- : • .. • 2648, -dated 06/26/00, signed and sealed by Aldo P. Gonzales, P.E. • . Test repots on 1)Unifonn Static Air Pressure Test, Loadingper• FBG 202 -94 • • : • . 2) Large and Missile Small impact Test per FBC, TA9261 -94 • • .3) Water Resistance Test, per FBC, TAS 202 -94 • • 3) Cyclic Wind Pressure Loading per FBC, TAS 2044• • • • _ . • 4) Forced Entry Test, pew FBC 3603.2 (b) and TAS Z02-94: .... ' along with marked -up drawings and installation diagmn. of aluminum outsar ng • • • • • _ -- door, prespared by Fenestration Testing Laboratory, Inc:, Test Repor NS. tTL- • • • - • : • • • • • • 3053, dated 06126/00, signed and sealed by Aldo P. Gonzales,.P.E ' • CALCULATIONS 1. • Anchor Calculations and structural analysis, prepared by AI Farroq . Corporation, dated 10/15/02, signed and sealed by Humayoun Farroq, P.E. D• MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01 -0205.02 issued to Solutia Inc. for "Saflex/Keepsafe Maximum" datcd 05/17/02, expiring on 05/21/06. • •. • • • .. •••• • • • Theodore Berman, Dopetty Director' • Prodact Gootsol Division .. • NM id�o.4t- 1016.08... ' Expiration Date: Def 26, 2d02...' Approval Date; Dale 26, 2002. • • E -1 • • • • ...• • • • • • •••• • • • • •• • ••• • • • • • c r • •• E• STATEMENTS .1. Statements letter of conformance, dated 10/15/02, signed and sealed by Humayoun Farroq, P.E. 2. Statement letter of no financial interest, dated 10/15/02, signed and sealed by Humayoun Farroq, P.E. F. 0 THER 1. Letter from Pistorino & Alain Consulting Engineers; Inc. E -2 • • • • •••• � • • • •.• • •• •• • • • • • • .•• • • • . • • • • •:•• • • • .• - • • •••• • . • .• •• ••' •••• • • • •• • • . . • •.••• • • .3_..__- -- • •••• • • • • • • • • •••• • • • • • •••• • • • •• • • • •• • •• • • ,• • • • •. •. •• • • Theodore Berman, DeputyDirealcr • . ProdaercootAl Divisiod .. • • NQA.110 92- 10160 • Expiration Date: •fir 26, 2191.. • Approval Date: 14easptigr 26, 2002 • • • • • • •••• • • • • • •••• • ' • • • • •• • ••• • • • • • • • SVRFACE APPUED• FALSE KNOWS MAY BE USED, 14 FRAME WION 8 11 g 11 z222=2122221ts .,� 222012 St 20* 22222 22222 •�j 212221122r2020. / 33 3 /e• D.L OPO. 37 we . SUE WIOtN •• ••• • • . • • •• . • • • ••• • • • • • •• • • .• • • • •• • • • • ••• • • • • Ss • .• • • • • •• ••• • • • •• 4 • • • ••• ••• • • • • • • • • • •• • • • • • • • • • • • •• •••• • • •• •••• • 1 • • • • • • 2e 1/2• • 28 1/2 ELL. GPO. 33 3/e L 34 1/2 PANCL MOTH 34 1/2• . PANEL MONN 71 1/e• D004 FRAME WIDtH ( OXXO ) 37 We SIDEUTE MO N CORNS ER 1 =(A l FVATI0 TES= was O g. cr O SERIES -230: ALUM OUT- STTTNTS DOOR W/ STDDT.TTFS DOORS /stotwtS ClAZEO wrtM LAMMAT=O bt.A s RATED rot: LANCE ANO Still TM�P�QOT 0 ftplitE flit :NUTTERS. SEE SHEET =-FOR �N awe Rt N . • • TN1S PROov M'' ors10tiEi TO•CANPInWRY moot p00Y NURRCANE •ZONE OF TNL 2041 FLOR e2* 0 •00111 • • • • ALSO FOR M1N0•I.OADL• *PER en 7 II2!NC COMESSOYDNO LOAOS. WOOD L s O WIT QL•ANOMOREO PROPERLY To TRANSRR • ANCHORS ALt.01 o USSSED WPC SMA pC VIVO WALL ANCHOR E €nN1iF • n P DRESSING R • tile • • ..•1,1 • • • • AREENN� Cirri %oATHtS AL. i iT !Hop :' T DETAIL! • T P... • neFnloafor DINH drawing no. W02 -77 .11:7 7.77 of 4� ••• • • • • ••• : • • • • • • • • •• • • • • ••• • .0 • • • • • O • • • • • • • •• • • • . • •• •• ••• • • • ••• • • 0•• • • • • • • • • •' • • • • • •• •• • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • •••• • • 4. • suir ifttektO 19.9211 11.41.04 'Wt MtMMUM KettfA91 MAI • MUNK VMM/MATt 909 17000 vie MO4LM.20 ova* 1901117t - DESCH 1.0f0 CAPACCIT -. PMEt. DimIIMIOMI VON MEMMT r•-0. 7*-0. 4/0' le-o• 3.-1 PO! 18-0* 01A11 W CST. (4) PM 49.0 49.0 IMO 4M.0 •11A •113.0 09.0, 0.450* OVERALL LAM. CLASS GLASS TYPE 'A: CIAZNO DETAIL AT SIDEUTE 0.45" OVERAU.. LAM. OLASS GLASS TYPE 'B' 01X1RII W111101.11 MOCUTE • IMMON LORO CARROT' - P118 wi=rirnrirrorrr. Imo ....1r7,..7T-711:2=1111111111=31M10271=11311111EMEME111 1111111111311111•1•11E:1111110201112111511M011==151201120/115VIIIMMIEBENCEE81:201 016713111:96=E5111(1231K111111111/31111=1111C£9111111:11311EMIKECIINIXIIIK=111110111EM EZIEZZECill5=MIEZENNECC1111113111111311111E9111112:1111E2311111ECIIIKIIIIMIIIIIIENNICII EZ5171CiEE012=3;1111EMIKT/C11111K111111111111•7•11123111/11111.2111111112111M11111111011111321 DOORS 88111 111M41)410 81U. OR 11118 011101. 11118R8 MAIM OffILIRA71011 Acowtorofrs mg oar mrucNsts, 00ORT RIM 1X1 A00-QM MU. RIM 3/1r Ammo= 01/33 .030 !MO BM pva tfltfuttR vir 0/0410KBO CUSS STLICONt 1141.03tAn 000 1110300 3/14* TtMK CLASS .040 SAFLXX 150 PY9 INTERLAYM Vie MAP. ettIn SILICONt MSEMOtAllt 000 TRINCO 1 MOOLD8.0 031101.41. 114 1/10* MAX. 1 4 1/14" MAX. 0 .••.= ..••■=101.1410•1., • (X). 872 . OW)) 71 am MM. • 109 10/19. wk. 0.4401 OVERALL LAM. CUSS GLASS TYPE 'C' 0.460' OVERALL LAM. CLASS GLASS TYPE 'DI • • • • • • • • • mat 'rim =RUM ICE OMR AROVE•FOR ODM.Mt contry On DOWN YALVB•03 00= OR DOOR • • • • • • • • • • • • • • • • . • • • • • • • • 1.0111.• blY .10116111Mil Imps OR. 4.10U /ARM ITRUC1VRES 914. 1995? • • • • • • • • • Vs,^0 • • • • •••••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 111 • • • • • • • 0 • • • • • • • • • ' • 4 • • • • • . (0xxo : • • 4. . •• : • so • • • • • • .• • • • • • • • • • '• • • • • • .• • • • Jae .oa AI • • •, • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • 0 • • • • • .• • • • •0.0• • ••• • • • OCT 15 2502 • drawing no. W02-77 ME REV YORL SPA PACING ME ELS FO'R t' P�Q WC D SUCK TYPICAL_ MYCI.CRS . SEE :OR 34CN0 W OD !NCR 1.E141 RUCRF.:! HR ALYM. 1!0• 104 Tl4.x) STEEL I !)• • J0 KEI MIN. ALUrtIm t 1002 -T$ MIN. '44CAL AN:D• ••1 �• SEE ELL.. FOR Sir 4.'44 ? 2 0Y WOOD SUCK • 1. • .: RECDFOR LLon* . ABOVE 00,0 PSF FLUSH • MM. VOLT PENETRASON P4 WO OR 1/4• DA. SEOF ORUINQ SCREWS WOOD OWNS NOT OY TM WINDOWS MUST •14STAN LOOS IMPOSED SY O(AZMO SYSTEM AND TRANSFER THEM TO THE OUILOND•STRUCTURE. AT 12 D.C. RECO. FOR DESIGN LOADS ABOVE +144 PEF • • •• • • • •• • • D LOA •''' f. t ABOVE •b.o PSF t�.P.i;: ••ii tr �� TRRORL *OHMRB • • to SEE BLLV•r001 OMENS • • • • • • •• • • • • ••• • ••• . • •• JOEL 7 • • ' • • • • O�n�D • • • • • MOOR AUK 403.3 P3F TYPICAL ANCHORS; SEE ELEY. tbR SPACING .12.4 jai TAPCaNS INTO WOOD BUCKS OR W000 STRUCTURES 1 -3/4' MIN. PENETRATION INTO WOOD TNRU IBY OR 2111' W000 SUCKS INTO MASONRY OR CONC. 1-1/4• MIN. EMSEo INTD MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONC. HRH. EMBED two MASONRY OR CONC. 3/1B" !fl? D 112 Se !Wt_ (T)RR1 Ir dR Ems) INTO METAL STRUCTURES (STEEL OR ALUMINUM 1 /0" 14114. TNICK.) • STEEL ; Fy . 38 KM MIN. ALUMINUM ; 0003 -T3 MM. SEALANTS; FRAME CORNERS AND CL.ZINO BEAD TO PANEL SEALED WIDI WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AHD JAMS! SEALED WITH SILICONE BINGES; 7 -6/5 '1.0440 ALUM BUTT NINQES, AT 11' FROM EACH ENO AND ONE AT MIDSPAN OF LEAF. STANDARD STEEL THROW SOLT LOCK, KEY OPERATED 014 • EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE 40" FROM BOTTOM CONVENTIONAL L00KSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN 014 1NTERtOR AT EACH ACTIVE LEAF LOCK STILE. 311 -1/2' FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP * BOTTOM OF EACH LEAF LOCK SOLE mon DOLTS AT TOP 4 00TT0N OF ACTNE IRO MACTNE LOTS 0E SN0M0E0 01414440 PD4000 Or KORRICANE WMNINO) • • • • • • ENom • • • • ••• • • • • • • • • • ••• • • • • • • • • • • ••• • • • • • • • • •• •• • • • •• •• • ••4 • • ••• • • ••• • • • • • • • • • • • •• • 0• •• ••• • • ..•. ;*tA 41 • ,• • TYPtCAL MOORS Ott £UV. O* $PACMO • • • .aPTiae Ht -RISE sR t • • ••• • • • ';; ,• • • • . -: • • • •` :; s • • • • -• • •• •• • ••• • • 4. 1/4' 41.411. Ste HUED. MR DESIGN LOADS MOVE 88.0 PIP AeOVt. eat **I ft4 X t -t /4" SUS AT 13* 0.0. MAX. RtoD. rQR ESION LOADS 48.0 ASP OR LESS • • M ANCNORS SEE FOR SPACIKQ Rt00. roR C' DESIGN LOADS Sao PSf OR Ltlt t, TfPICAL ANCHORS SEE ELEV. f'On SPACMO EXTERIOR eft naY roe SPASM ANCHORS 1/4 ". MAX. MICAL AttCKOR4 2 PER CUP • •- • • • •• • • • • • • • • • • .4. •• •• • • • • • ••' •• • • • • • • ,.• • • s, • • • ••r .0. • • •• • ;•• .• •'•• I • •• xEnyt . $UI1A Wt tAA000 !� '� �• nAx re s Del . 6 1009 1 •.- Sew • tallest 401 6 •••• • • • • • •e• • • • • • • • • • • •• • ••• • • • • • • • • • • • • • • ••• •• O. • • •• •• ••• • • • • ••• • • ••.• • • • • ••• •• • O. • • • • • • • • • • •0• • ••• • • • • • • • • • • • • •• •• -• • • •• •• ••• ••• . • • ••• • • ISM 00 PAST . 4tA.'MCITY DESCxtr•rWC tgAT:',W. MAR. /047r1. AK /S: AtAAKS rum.. N%MCLT - 1 TM -036 ' 1 'RANG AKAD '100.13 - + 2 OW 20010•. I 'RAKE 9U. 0013 -f6 ' - '92 -1/2' LONG 2A 00 37311 a 1 Alt P1 Mt lia 00'7 -13 ' - , 1013 -TS. ••• 03CR LOCK STILES 3 0'R 30472 2 'RAMC•JAM0 . 011' 30041 � I POW. LOL31 MU j e003-75 I- MULLION i. -1.#40 FRAME HEAD 701-030 0 I •M 3036 • 1 111 -001 '1 I off' 3002• MULLION 101 -054 1 . I0W 3701M ! OW 33000 10• 11 12 13 14 401 32222 1 4 2/014900 1$91 1/014900 ASSY. 1 10 • 11, 17 t• 1/ 20 21 22 23 24 20 20 01'!37090 0w3709• 403T Al 14E00: At Rt0'0. Mw 27044 1/91900 AQ .0000. *MO 400 SUMS 000 2(Mm0E ASST. ( 30 1 At Rt00, • Pelt MmOE STRt PkiEl 100 /0070001_ rill WtATMtRSTRlP ~Mk TM 01JTER MT 44490E 114 CCJR0R OLTR 14190' 0008 LOCK 195001 3/4 x 1.1/4 x 3/4 x 1/0' 1?+K. CAP TM MIN DOLT ASOCMDtr 90.0 RDN'000R40 OAR, 12' 4.090 411. ro e 0 045, 12' 1090 1V.170403t CCNTtRfm *00001St fW *49007 04000 7/32'0 40500 P1M /10 w 9/2' F.M. 119009004? US. 1/2 "I mftrA0E0 R00. WA$MCR It W KwIRSET 13108000K K!1I4$tT 00000007 44190E OUSNmO, 00497 PURI $00110)141) fI0.x 1' Pal 4101$.•(4$$7 SCRtw) 0003 -1I i -. 0003 -T5 - /013 -TS 0140 OF DOOR 370iS (TOP /BOTTOM) 0013-T4 DOOR PAMO./fMAME ?Met 2100 1003 •16 00044 PAMEL/RNME 444440E SIDE 0003 -13 SOCK 8TICE ALVMmVM 3' 60440 • ALUMINUM 0009 LOOK 2Tlt03 0043 -T5 AT MID SP N4 0043 -76 AT MID *PAM MOOT LOCK 3114.05. . JAM00. MEAD, 8RL 0093 -TS LOCK STR[S trios (70P /5OTT00) rm. AT 044141 Mm00 A54EMOU' ray At MOH DOLTS 51t0L TOP /001109 0410 fall2 ACM LL1f ACTIVE LEA' PLASM MINK A51tMeLY 04.4$440 DOOR JAMB INSTALL SCREW 904.02 STEEL 0004 f7NME MEMBERS /MULL CLIPS 20 , - - .v.un.....a. ■ rnm....- r) llIG - rum.. N%MCLT - 20 1 SILL ADAPTLR (1' x 1" x 1 /1a' TVOq AWM - 30• 11•.i002A - 40MOE RC1Mf91030MENT 0100 -TI '92 -1/2' LONG 31 TM -001A 1 ASTRAGAL ROIdORCD N? '0003 —T5 03CR LOCK STILES 33 - - -. - • - 34 . TM -004 2 ' MULLION 0063-T5 OC7WEQ1 DO0R /SIDC t$T JAMOS 30 .QW 311104 4 OW' 0 0105 0003 -10 SIDE UTE CtA250o P !METER 30 - 2/MALL 2'x 4'x 2 7/Vx 1/0' CUP • ALUM. TOP 4 00TTO1A Of MULL 37 001' 20737 '- 05t10N1. 0.0. DCOORA1TY ROVI2000 _ 0•407.0 000R PA94. PERIMLTtn , Apt.!!. •>rlrNrSaL 'P' • •• ••• • • • •. •. .,11! ••• • • • • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • ••• • • • • • • • • • • ••• 0rowing no. '' W02 -77 • • • • • •_• •• •• •0• • • •• • • • 411' • • • • • • • • •• •• •• -• • • • • •0 ••• •• ••• ••• • • • • • • • • • • • • • • •• • •• •• ••• • • 4. • • • •• ••• • • • • • •• • • __. _.. ..� __ ^� • •._...�i Esi TDP Annur—tmattat ISICaLLEAL221ttat • • • • ▪ • • • •• ••• •• '• 1 • • • • ••• ••• • • • • .• • • . • • • • • • • .• • • • • FRAME BOT O ORNER C • • • • • • • • • • • • • • - • • it • • • • • • • • • • •• ••• • • • • • • •• • • • •• • • • .• • •; • • • •• • ••• • •• • • • •• • • • • • • • • •R •• • ••• • • ••q ••• • • •. • • • • R • • • • • • • •• • • • .• • • •• • • • • •,• • • • 4, ••• • • e • • • ••• • • • • • • • ••• •• • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • •• •• • • •'•♦ • • • • ••• • • •; • • • • • • • • • • • • • • • • • • •• • • • • • • • . • • •• •• • • • •• •• •'•• • • • ••• • • fi Wail EDADE • .•... • .•. 12- I I `� 4 • •••• • • • ••.•••• • . • • • • • • • • • • •••••••• • • • • • ••• • • • • • ••• • • • • ••• MIAMI -DADE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE (RICO METRO DARE FLAG[ ER BUILDING PRODUCT CO • • • • • • • • • • • • • 140'Y$T OGLER STREET, SUITE 1603 CONTROL DIVISION ) • • • • • • • • • • • XIAMI, FLORIDA 33130 -1563 • • • • • • • • • • • • • • �(305a3+15- -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE {NOA) T.M. Window & Door Co. • • • • • • • ••• • • • 601 NW 12 Ave. • Pompano Beach, FL 33069 •• • ••• ••• SCOPE: Tbis The documentation NOA is being issued under the applicable rules and regulations governing the use of I:1x submitted has been reviewed by Miami Dade County Product Control Di 1 by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas the Authority Having Jurisdiction (AHI). pS �NOA shall not be valid after the expiration date stated below. The Miami-Dade County (In Mianii Dade County) and/or the AHT (in areas other than Miami Dade County). have this product or material tested for quality assurance purposes. If this product or material the accepted manner, the manufacturer will incur the expense of such testing and the AHJ revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA to revoke this acceptance, if it is determined by Miami -Dade 'material fails to meet the County Product Control Division requirements of the applicable. building code. • This product is approved as described herein, and has been desigried-to complywitfr the High Velocity Hurricane • Zone of the Florida Building Code. :.DISCRIPTION: Series "230"Oa Door•wiih Sideliies L1VII APPROVAL DOCUMENT: Drawing streets 1 through 6 of 6, � � No' W9Z -77, titled "Series 230 Alum Out -Swing Door W/Sidelites ",. Pry, signed and sealed by Huanayoun Farooq, P.E., dated 08(28(02, bearing the Miami -Dade Cotmty Product Control Approval stamp with the Notice of Acceptance number and approval date by • the Ivfiami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the man ufactuu ex" s name or logo, city, state end following statement: "l ari-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 perfounance-of this product. TERMINATION of this NOA will occur after the expiration date or if thexe•bas been.a revision or change in the materials, use, and/or manufactureof theproduet or process. Misuse otitis 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 dome in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the riser by the manufacturer or its distributors and shall be available for inspection. at the job site at the request of the Building Official. The submitted documentation was reviewed by Theodore Berman, P.E. . • NOA No 021016.09 • Expiration Date: December 26, 2007 Approval Date: December 26, 2002 Page 1 •r T.M.Window & Door Co. NOTICE OF ACCEPT NC • $F ICFrSTTED (For File Q1 l of pro :NWA) • • • • • '. • ••• • • • ••• • •• • • • • •. •• • • • • • • • • • • • • • • • • • • •• ••• • • • • • • • • • • • • • ••• • • • ' • ••• • A. DRAWINGS 1. Manufacturer's die and • • • • • • • • • • 2. Drawing No. W02-77, titled SeZ'tian�.:::. ' • le :'a.2S0. 1flptitAwidDooi W/Sidelites ", sheets 1 through 6 of 6 prepared, signed and sealed by Humayoun Farooq, P.B., dated 08- 28/02. • TESTS . • 1. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 • 2) Large Missile ImpactTest per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, lac., Test Report No. FTG- 3355, dated 01/29/02, signed and sealed by Luis Antonion Figueredo, P.E.. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 • 2) Iarge and-Missile Sniall Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, perFBC 3603.2 (b) and TAS 202-94. along with marked -up drawings and installation diagram of aluminum outs*ing -door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2648, -dated 06/26/00, 'signed and sealed by Aldo P. Gonzales, P.E. • 3. Test reports on 1)Uniform Static Air Pressure Test, Loading-per FBC TAS 202 -94 2) Large and Missile Small impact Test per FBC, TAS 201 -94 .3) Water Resistance Test, per FBC, TAS 202 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, perFBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation . . diagram aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc:, Test Report No. FTL- 3053, dated 06/26100, signed and sealed by Aldo P. Gonzales,:P.E CALCULATIONS 1. . Anchor Calculations and structural analysis, prepared by AI Farroq . Corporation, dated 10/15/02, signed and sealed by Humayoun Farroci, P.E. D. MATERIAL CERI'i.P1CATIONS 1. Notice of Acceptance No. 01 -0205.02 issued to Solutia Inc. for "Saflex/Keepsafe . Maximum" dated 05/17/02, expiring on 05/21/06. E -1 4 Theodore Berman, Deputy Director Product Control Division NOA No 02-1016.09 Ezplratiou Date: December 26, 2007 Approval Date: December 26, 2002 E. • STATEMENTS .1. Statements letter of conformance, dated Humayoun Farroq, P.E. •; ; • •; 2. Statement letter of no finaicia4 uiterest; Humayoun Farroq, P.E. • • • • • • • • • ••• .• •• • • • • • • • • • • • • • ••• F. OTHER • • • r ••• • • •• • • • •• •• •• • • • • • • • • • • • • • ••• 10/15/02, slgneei a nd sealed by da;:d 10 /1 1t 2,•sJgned and sealed by •• • • • •• ••• •• • •••••••• • • 1. Letter from Pistorino & Alain Idnsliif�ni ne Ind_ E -2 Theodore Berman, Deputy Director Product Control, Division NOA.No 02- 1016.09 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 FRAME WIDTH PAw w Or.. • Q' J' MAX SURFACE APPLIED P*SC MUM(INS MAY QC USED S• MAX. UO%Stt„ CORNERS • • • • • Se Q /e• • ,,wv a~ t /s• • • • ANLWI•H S4.1 e. • •• • • • • • •• (OXXO) -A1 ELI y oN TESTED wins ,SERIES -230 Aunt QUIT m notz T1'/ SiDELIT$$ • DOORS /StDCLITtS CtAZCD WITH IMITATED CNA S RATED FOR LARGE AND SMALL MISSILE IMPACT AND REQUIRE NO *RATERS. SEE SHEET 2 FOR DEVON LOAD 'WINOS.. THIS PR60UCT IS DES10NtD TO COMPLY t7RN re MOH V0.00RY mouton .20NE OF TIC 2001 FLORIDA DUILDINO COOL ALSO MR WPM LOAOS AS PER ASCE 7 USING CORRLSPONORIO LOADS. W000 ems* SY.OTHERS, MUST SE'ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. • ANCHORS SHALL BE 'AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEOMENT 70 BASE MATERIAL SMALL BC BEYOND WALL DRESSING OR ; STUCCO. ANCHORING CR LOADING CONDITIONS NOT SHOM'N IN mot DLTARA ARE NOT PART OP THIS APPROVAL. (XX)• • • • • • • • • • •• • •APp.a.a Poo Engel OP. NUUATRODUSN FMOOQ STRUCIV AA. M if 1••07 • •••• • • •••• • 44 • • f • SIDEUTE DERICM LOAD CAPAPXY Pit PANEL 000:16101.61 9110711 MOM' X-0* 7'-0. (RMI TYPE W ccr. (4) 017. (-) 95.0 05.0 3'-1 5/6' 7•••40 *0.0 05,0 0.-0! s'-ce • 400 -01.0 34-1 0/0! 00.9 _ 00.0, 00099 91111100? Mt= - ocrott Loa CAPACITY - P591 37 7/1r --* DOORS WITH DTANDMO SILL 75 WW1. / ■ / 0 114 1116* MAX. G .e21111.1•Elb....0011•1•1.211. 40X0)(Z (OXO) 109 15/19* mAx. 0 -FOR 0005* IVOR Mo-ON 915171 OR POR, 011665. 9114690 IvAnangri1.7R471011 R0OVIRM14711 MC ROT APP1.10.01X, 114 1/111* MAX. /.1 (XOX) 0) • (oxxo) AftessikaLettestUamota .3/10' ~PLED .010 WI= Irt0•102/1ift /44.61001 PPR 1XDOWAYER 3/10* MR91&10 CRAM MOORE 7MM/a 900 MEW= 3/11r AeseCeito eves .001 SAP-61.03 POIXDARDOWE tPsereAlt 3/16' APC9E91.0 CLASS 3fUt01IE 7R0004.420 SOO TR0,100 0.460" OVERALL tAK CLASS PUSS TYPE 'A' CLAM° DETAIL AT WOE= 0.455" OVERALL LAM. CLASS GLASS TYPE 'B1 3/15' TEMP. GLASS • • .090 SAFLEX 910 P119. Dipi:RLAYER • VI* Tom.. mop • „ stucont:xekle500 • g • • • • • • • • • • • • • 0.440" *MAU. LAM. CLASS GLASS TYPE DOORS MN 1117CU7E6 SEC CHART MOVE FOR VOEIJIT COMM! • USE LOWER •VMVE OF SISELfrE OR 0009 •••• 0.460" OYtRALL IM. CLASS ,„ • GLASS hirriltAinros 1ptucTuites. flA. ft 4 10065 OCT • • • • • • • • • • AperrAsteo ea. te/hibe MeV* Poo 5 2.002 • • • • at 6 crowing ". W02-77 sheet 4 1101466. DOOR MENTORS ' OAS'S TYPE t* trims flit .4. ' 01/66 TYPE 'EP MDR Trim '9. MASI Mt '0' OVER TIM X xx EXr. (+) sr. (-) CIT. (+) I11r. (-) Ct, (+) uvr. (-) EXT. (4) mr. (-) CC. (+) st7. (-) EA (+) rml. (-) , 3'-1 7/10! rs'-a! 0'-0* x W-s• 534 90.0 0.3 ' 00.0 MS 90.0 . 500!' 99.0 90.0 00.0 00.0 10.0 3'-i 7/16' x 7'-0! e'-.)! X r-o• Oa 90.0 X x .53.s 65.0 au 90.0 I X 000 05.0 3'-1 7/16' X s'-o* 0E-0. x e-a•_ 0.3 • _10.0 x x . 534 OA 90.0 90.0 , X: X 05.0 MO 37 7/1r --* DOORS WITH DTANDMO SILL 75 WW1. / ■ / 0 114 1116* MAX. G .e21111.1•Elb....0011•1•1.211. 40X0)(Z (OXO) 109 15/19* mAx. 0 -FOR 0005* IVOR Mo-ON 915171 OR POR, 011665. 9114690 IvAnangri1.7R471011 R0OVIRM14711 MC ROT APP1.10.01X, 114 1/111* MAX. /.1 (XOX) 0) • (oxxo) AftessikaLettestUamota .3/10' ~PLED .010 WI= Irt0•102/1ift /44.61001 PPR 1XDOWAYER 3/10* MR91&10 CRAM MOORE 7MM/a 900 MEW= 3/11r AeseCeito eves .001 SAP-61.03 POIXDARDOWE tPsereAlt 3/16' APC9E91.0 CLASS 3fUt01IE 7R0004.420 SOO TR0,100 0.460" OVERALL tAK CLASS PUSS TYPE 'A' CLAM° DETAIL AT WOE= 0.455" OVERALL LAM. CLASS GLASS TYPE 'B1 3/15' TEMP. GLASS • • .090 SAFLEX 910 P119. Dipi:RLAYER • VI* Tom.. mop • „ stucont:xekle500 • g • • • • • • • • • • • • • 0.440" *MAU. LAM. CLASS GLASS TYPE DOORS MN 1117CU7E6 SEC CHART MOVE FOR VOEIJIT COMM! • USE LOWER •VMVE OF SISELfrE OR 0009 •••• 0.460" OYtRALL IM. CLASS ,„ • GLASS hirriltAinros 1ptucTuites. flA. ft 4 10065 OCT • • • • • • • • • • AperrAsteo ea. te/hibe MeV* Poo 5 2.002 • • • • at 6 crowing ". W02-77 sheet 4 TTMCAL ANCHORS Mt atm. FOR SPACIMO • • • 11'000 BUCK SCE ELEV. R ,PACBM •4• 11 OD SUCK 4 M CM � . MOVE 05.0 P5$ t/2• Inf. usti you rocrotcre Pt T 12• 0.0. REM FOR DEMON LOADS ASCP1 +11.2 RIF I.ETN KNIVES LA'EL.. 7R ALUM. Ile' mot T.Nt) STlil t - 21 Km MtN. AWMMIM t 0013.411 Mm. >Tt4 SMS OR 1/4" DIA Mr DRILLING SCREW'S WOOD 8UOK4 NOT BY TM WINDOW$ MUST 51/STAN LOADS IMPOSED BY CLAZR O SY!1EI4 ANO TRANSFER THEM TO THE @fRAINO.STRUCTURE. 3/8" KX 3 8'. 1/2' FENDS SILL 0 ALT. `• V , 3t�r� SEE ELLV foR ANCHORS ACO 116: a MO. ONA re. ESTON ABOVE 83.0 PSF ROM rort cam LOADS ABOVE 413.3 PSF . M1 MCAL AN" • .y ,• .. '" SEC CU*. MR SP/ 4.?■11 ? ! n' I T t' •. 2 BY 1 MD00 DUCK TYPICAL ANCKORS• SEE Ewe. FOR SPACtNO INTO WOOD BUCKS OR W000 STRUCTURES I -3/4" MIN. PENETRATION INTO WOOD 'MU 1ILY OR 2!Y W000 BUCKS INTO MASONRY OR CONC. t -1/4' MIN. EMB£0 INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONC. • 1 -1/4• MIN. EMBED tNTO MASONRY OR COW. • 211. Ir stto DRKJND SAtI INTO 3 • RRRIflIY METAL SRVCTURES • • (STU. OAWMINUM /BM our • I THICK) • • • • STEEL r Fy :. 3S All Mi�t. • • •• . ALUMINUM t 11013 -T3 MAY. • • 221.1&1121 •••• • • FRAME CORNERS AND CLAW, !MD TO PAM. SEALED WITH WHITE COLORED SEALANT. SEAMS !ETWEEN MULWON•ANq BOIS SEALE?, RIr IftiCONE j{1NG8SI • • • • • • • 7 -5/5" •LOCO ALUM !Uri 1/1•TI ! ST 11" FROM E•CM END AND ORE AT MIDSPAN OFl EAF. • •••• • • • • •••• STANDARD STEEL THROW BOLT !OCR; KEY OPERATED ON • EXTERIOR M0 THUMB TURM CH IMRRtOR • • • • AT EACH ACTIVE LEAF LOCK 5711£. 40' FROM• •BO�TBM • CONVENTIONAL LOCKSET WITH KNOB, KEY °PEP:TED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE. 34 -1/2* FROM BOTTOM MANUAU.Y OPERATED CONCEALED FLUSH BOLTS AT TOP . BOTTOM OF EACH LEAF LOCK STILE muss DOLTS Al 1OP It 00TT0M or ACTH MD NAME LEAFS OC vows OVRNO MOM Of MVIVOONot WMMNO) At rowel wee•Nyt.>ti 6.• TYPMAI ANCHOR'S ME ELEA FOR *MONO QP7if1 a Hf -RI,E jn 1 1 throwing no. l W02 -77 Ceheet,j of • b F2i c� mit I �/4• MX• Stt+ Reaci. sort DN LOADS ,MOVE ILO PS' gDLT.CV ..•':t AlOvt GS.0 �9P RtOt>. POR N LOAM 08.0 P!P OR Lt:S$ • C eOCSION LOADS . • M ArtCx03CCELLV. roR SPACING ... -..�. r o-ly.•.. . {t4 X 1 -1/4• SMS AT 15• 0.C. MAX. • :- TYPICAL ANCHORS SCC ELtY. l SPACIIO EXTERIOR • .•• • •••• • • • • me& roe •••• •••• • •• • TYPICAL ANOPORS • 2 PER COM • • A ►l•lra tar Of .b riot 4 o f 6 1 new FRAM£ HEAD n4 ■036 I' PAM' f 'X-016 2 Ow 10010 • 2A jW 373121 3 SW 30872 4 I cM 30041 P l Ow 31130 4 I 111-001 " 7 I ow 31221 e IoW 370124 FLUSH BOLT OtlOE Ow -27e40 10. ow 33006 ow 32222 ' 'AS 12 13 14 01437000 0,837006. 52201•4r1VA pow 8. 'moo 011.1. ALT MAIM 211.1. PAMAC.Y4w0 . PA/10. 1001 972* PAMEL HIM Sell 1 j PNitl TOP /60ft0M_R41L 4 ( wtAystR31211 40447tR 2/n1not Agar. 1 714 Ou1FR wR !RIM 1/X2102 MST. 174 C9DRt0 $VITjI908 2 1 0008 LOOK 21SERt . 2003 -75 8003 -ri f - 4003 -7S -. CM0 OF 00011 0111ts (7084 /OOnaw) 0013 -ib 1 1013 -1'6 2003 -76 0003 -T5 • 2/ LGP 3/4 5 1.1/4 K 3/4 9 1/0' 144. 0AP *IMAM 2 /uuP 1 114 nu3M 808.1' M12MOlr At RiQ0. I MGM IAMrQR00p Mfr. 12' Lose M 9000. s2/, ROMwo9an0 DAA 12' 10840 AWMMI04 0003 -11 0043 -12 DOOR TOP It BOTTOM PMti rake ra7t oOt/YERe**MC 12. 17 I6 12 20 21 22 23 24 23 20 4037 ow. 27046 AS RL9'0. 1'ULTWAle commit WQOtru 2/LPM 1 fw2M00lt Ot000 1/111800 1 7/32'0 MM02 MK WOOL 0003 -73 44.0000. 1 Ito * 1/3." F.M. 19102908/7 3715. 2/8.081' 11/2'1 TM9C10to R00, w nc9 • OE91ES 400 429024 000 2.000 - FCW- 128113 1- -9.122 DOOR H3N t Sit • CW -36930 43'II9 3/4• M:M. sMs mina 104OBLOCK KM4f8tT OCA090L1' • 2/091498 Mtr. )_149X02 00884180 • 34 ( 4)008. 51213. 67028. 1 1 DVS/ 840 5084010848.) • ) AS Roao, 1 410. K t" PAL BYS..(ASST. 2098.84) • P1AL1'81C • STEEL 0008 PAMEL/FMMt f0n0t Stet 0009 PANEL/MK HIHCE 510E LOCK 87th 3' L0840• 0009 1.0018 SALES At X10 584188 At M0 BPAn 100)4 BTILE4 .UMB$ MAO. *ILL LOCK 811.04 01108 (TOP /BOTTOM) At 04084 MMOE ASSEMBI1 At 01.8/214 501.11 7084/801101* Eno MU A011140. UM ACT9't LEA' • • Melt A98CM/LY 0001`JAA60 IXSTALL.•SCAE17 MOLES *M 01414E MEM201413fMULL *UPS • • • 20 - - •,.m,. •••'• - . .,t.,.t..,.- -. t r1,..u.. Il4r•114if•..ou • • • - • 29 t ' i SILL ADM= (1' X 1' x t /to" WM) ALUM • !V' =e ■ - 30• 114-402A - MMOt M1109R0E0tiN1 180842 '12.11/80 1080 • • 31 T71■00.1A I ASTISAOA6 RtIMr09CtMEMt '2023 -7111 O-C•Ot%I.04 ( 021224 - 34 .114 -084 2 • 8013/O84 0063 -1'14 OLAtdi :1009 /0202 33 .QIW 30Q6• 4 COA82 $100 ! _.144X143 •o03 -to }1j0[ j� 09429X0 PI MEfEi • • 30 - 2/1AM. 2'2 4'X 2 7 /0 "2 1/0' WA ALUM. tOOP * 0017014 Or MUU. 37 ow 30737 OP/10104. 0.0. OCOORAT ec MOV80IM0 _ •067.41 . t , "i.P 1. PERIMRER - - _- IrtniER -sTRrP AOAPTER • Ow -38026 PX. PX- •>P ) rgKwOL•_ MINOE ASSEMBLY "241 !lido *twin n0. W02 -77 4 H8P(0 moo= CEMENT • • °• • • • • =°° • °°°° °° • • • • °° °°°° • • • ~ °°°° • • • °° °° • °° • • °° • • • • °° ° "°°° • • • • °°= • °°° • • • Erwin OA. ouwATOWI•FAA000 � � • • ? • • • drawing no. M I1�IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Kisco Limited P.O. Box 6429 Jacksonville, FL 32254 SCOPE: • • .•• • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • •• • • •• •. • • • • • • • • • ••• ••• ••• •• • • • •• • • • ••• •• •• • • • • • • • • • • • • • ••• MIAMI -DADE COUNTY, FLORIDA • • 14 O -DADE FLAGLER BUILDING • : a44,tst.FLAGLER STREET, SUITE 1603 • • : ; . •, MIAMI, FLORIDA 33130 -1563 • • • • (305) 375 -2901 FAX (305) 375 -2908 • •• • • • • • ••• •• •. • • • • • ••• •• This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) 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 BCCO (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. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Series "MPSH4l lurninum -Sift g Q act_g APPROVAL DOCUMENT: Drawing No. W01 -81, titled: Series "MPSH -41" Aluminum Single Hung Window, sheets 1 through 6, prepared by AI- Farooq Corporation, dated 12/26/01, with revision A dated 02/12/42, signed and sealed by Humayoun Farooq, P.E. bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This 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- 0128.06 Expiration Date: March 14, 2007 Approval Date: March 14, 2002 Page 1 1/8' ANN. GLASS SEA9TORM TYPE e 1 /8' ANN. GLASS ONE PART SIUCONE 'P CORD e98' OR 1W0 PART =CONE PECORA 985' Il* I CAN GLASS TYPE 'A' 3/8" OVERALL TM. LAMINATED BY 'CARDINAL' 1/8' ANN. GLASS 1/4' AIR SPACE 1/8' HEAT SIREN. GLASS .090' PM IN1'ERLAYER 1/8' ANN. CLASS ONE PART SILICONE PECORA 895' OR TWO PART SLICONE 'PECORA 900' MILAN GLASS TYPE 'C' 3/4' OVERALL 11111. LAMINATED ST 'CARDINAL' 1 /0' ANN. ROSS .090' MTERLAYER SAFLEX KEEPSAFE 1/8' ANN. GLASS ONE PMT SILICONE 58 PECOM 595' OR TWO PAW t33S ,�COM 908' I wir.P.J101, � CLASS TYPE 'E' / LAAMINATED SYL'NGP' 1 1 /8" HEAT SIREN. GLASS .090' PYB 9JTERUAYER 1/8* ANNEALED GLASS ONE PART SILICONE 'PECOM 898' OR TWO PART SILICONE PEORA 985' Aga 111!IV GLASS TYPE 'B' 3/0' OVERALL 1141C. LAMINATED 8Y CARDINAL' 1 1/8' ANNEALED GLASS 1/4' AIR SPACE 1/8' ANNEALED CLASS .097' NTERLAYER SEtSTORM TYPE 8 1 /e' ANNEALED GLASS ONE PART SILICONE 'PECORA 095' OR I} I.�,.I ECOPA 011E 4 GLASS TYPE '0' 3/4' OVERALL THK. LAMINATED 8Y 'CARDINAL' 1/8' ANNEALED OLA55 1/4' AIR SPACE 1/8' ANNEALED GLASS .090' 94TERlAYFR DUPONT MITACITE 1/8' ANNEALED GLASS g ONE PART SIUOONE 1 PECORA 095' OR TNO PART SIUC0N2 At to 'PECOPA sea' 1611.1 kir GLASS TYPE 'P' 3 4' OVERALL INK. LAMINATE° BY 'CARDINAL' 4 3/4" MAX. AT HEAD/SILL CORNERS 47 3/8' D.LA. (FIX. LRE) 14 1/2' MAX. O HERO /SILL 1 k O O 47 3/8' a' MAX. HEAD /SILL CORNER 0.10. (AX. LITE) 13 1/2' MAX. HEAD /SILL • %/ 47 1/2' 0.L0. (MT) 50' 53 1/8' WINOS,' WIDTH FI t GE FRA►AE 1/8' ANNEALED CRASS .001" 000 -2000 AIR SPACE 1/e" POIYCARMONATE MR SPACE .009" nut re-2000 1/8' ANNEALED CLASS ONE PART SILICONE �,• PEOORA 098. OR TWO PART SILICONE minalta 986' CLASS TYPE '0' 3/4 OVERALL MK. LAMINATED 8Y PROTECTIVE CUSS 1140.' TYPICAL. ELEVATION TESTED MRS • • •47 1•2 • D.LD.'CVEN1'f ••1G••• 1 MACK NOV •••• •• •• • • •1 • • • • • • • •• • • • • • •• • • • • • • •••• • • • • •••• • • • NOTES: •• • • ••• 1. THIS PRODUCT 15 0 2 11015 O AS PER 154E SOUTH FLORIDA EURA • 1994 20121014 FOR MIAMI -DADE COUNTY OR FLORIDA BUILDING CODE • ALSO FOR ,'910 LOADS AS Mt ASCE 7 USING CORRESPONOIH0 LOADS. 8. 0000 BUCKS EY OTHERS, MUST BE AIMED) PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO EASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO. En9rc OA EIS FARCCq FLA. 02 { 11851 FE9 1 3 2002 APPROVED AS COMPLYING WRITHE 80LRH FLORIDA BUILDING 0008 • a ∎ 1 1 +•1•. eY nrfllflf'2� . PR• ',KTROLDMSION SU 000ECOMPUANCBOFPICE ACCEPTANCE i •O. • 4 1 drawing no. WO1 -81 FLANGE FRAME WINDOWS FLANGE DIMS. DESIGN LOAD CAPACITY - PSF SKITTERS NOT REOtRRED CLASS TYPES 'A' 'B' OR $' CUSS TYPES C 'D' OR CUSS TYPE 'C' 730111 NE/011 DR.( +) 1NT.(-) 19 -1/0' 26 -1/2' 37' 53 -1/6' 20' (3) 70,0 70.0 ExT.( +) 70.0 1NT.( -) EXT.( +) 70.0 70.0 1N'( -) 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 700 70.0 70.0 70.0 70.0 70.0 19 •1/6' 26 -1/2' 37' 63 -1/0" 38 -3/6' (3) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 79.0 70,0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 19 -1/8' 26 -1/2' 37' 53 -1/8' 70 -6/8' (4) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 60.0 60.0 18 -1/6' 26 -1/2' 3Y 63 -1/5' j 19 -1/8' 28 -1/2' 37" 63 -1/0' 50" (5) 70.0 70.0 70.0 70.0 70.0 79.0 70.0 70.0 70.0 70.0 70.0 7,0.0 70.0 70.0 70.0 70.0 70.0 70.0 62.2 62.2 67.2 67.2 61.9 61.9 (3) 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 79.0 70.0 70.0 70.0 70.0 70.0 70.0 50.5 50.5 60.9 00.9 59.6 69.6 19 -1/6' 26 -1/2' 37" 53 -1/8' 72' (6) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 44.4 493 , 63.6 03.6 55.5 , 55.64 • NO. M PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. FIN FRAME WINDOWS DESIGN LOAD CAPACITY - 79F SHVTTVS 007 0E0003E0 BUCK DIM3. CLASS TYPES 'A' 'E' OR '8' CLASS TYPES 'C' '0' OR 'P' GLASS TYPE '0' M1DTH RETORT EXT.( +) 1NT.( -) EXT.( +) 1117.( ■) EXT.( +) 11N( -) 24' 20' 32' 36' 40' 44' 46' 52' 20' (3) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0. 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 • 70.0 70.0 70.0 70.0 70.0 70.0 70.0 24" 25" 32' 38' 40' 44' 46' 52" 35" (3) 70.0 70.0 70.0 70.0 70.0 79.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 24' 26" 32' 36" 40' 44' 46' 62' 44" (4) 70.0 70.0 70.0 70.0 70.0 70.0 70,0 _ 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 05.6 65.5 24' 25' 32' 36' 40' 44' 46' 52' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 52' 70.0 70.0 70.0 70.0 70.0 70.0 (4) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 ' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 59.6 59.6 24' 26' 32' 36' 40' 44' 48' 52' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 50' 70.0 70.0 70.0 70.0 70.0 70.0 (5) 70.0 70.0 70.0 70.0 70.0 70.0 624 69.6 70.0 '70.0 70.0 70.0 03.9 63.8 09.0 59.0 06.1 66.1 50.5 55..5 63.1 63.1 00.6 60.5 24' 20' 32' 36' 40' 44' 48' 52' , 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 72' 700 70.0 70.0 70.0 70.0 70.0 (8) 03.5 63.5 68.6 66.6 70.0 70.0 57.4 37.4 61,9 01.0 65.0 56.0 53.1 53.t 57,3 57.3 59,0 59.0 49.2 49.2 63.1 53.1 55.1 05.1 • NO. IN PARENTHESIS INDICATE NO OF ANCHORS PER JAMB. -s-- BUCK 700.01 Inv, OR HUM YOUM P7R000 Fu PE 14807 FEB 13 2002 • • • • • • • • •• • •• • • • 6 • •• • • •••• • • • • •••• • • • •• •• • • • • • e • • • • •• • 6 •• • • • 4 • •• • •••• • 6 •••• • ••M • • Ii •• APPROVED AS COMPLIVO WTH THE E 2F71775 7 0•01010 BUIL CODE COMPUANOE0 E ACCEPTANCENo(n.- Q{2,1i Si< 0 c3 Vq Ffia.LT 1• a a •4 •0 •• • •• •• g 4 1 1 drawing no. W01 -81 sheet 2 of 6 •• 9. •• • • • TYPICAL. ANCMORB SEE REV. FOR SPACING ILL{J5IR�1TlYi OILS. ONLY • EXT. OQ R(T. ROVES, NOT ST !rm. • " ‘• g x 1et OR ley 1F000 SUCK Miff. —2111117 O 0 j0 FH 3Ms (2) PER WOE TYPICAL ANCHORS SEE MLA' FOR SPACING fit METAL STRUCTURES (STEEL OR ALUM. 1 /3" MN. NICK) STEEL Fy- 3EKSImix ALUMINUM i 0003 -Te MIN. TYPICAL ANCHORS; see am ram sPAa*G 1112 SM$ INTO 28Y W000 BUCKS OR WOOD STRUCTURE 1 -1/2" MIN. PENETRATION INTO WOOD TIPICALL ANCHORS ��w W_ SEE SIAM FOR SPACING ..1L T =13 INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO W000 THRU 1 BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY x11.9 TEKC eR sFi oR IIi(t er*EWs Igrommilmfirel �AA SEE ELE ANCHORS SPACING 1St OR 29Y WOOD eUOK W000 BUCKS NOT BY KINCO. MUST SUSTAIN LOADS IMPOSED BY GLAZING blzTLM AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (t /4" MAX. SHIM SPACE) 1104MS aR 1Eir DRILWN0 S REWS INTO'DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) WEEPHOLES; Wt . 1" X I/4" WEEP HOLE WITH PLASTIC BAFFLE AT 5" FROM EACH END AND AT MID SPAN 1ST OR 2ST 9'000 SUCK 115 R OU! PENT rim I/4" SHIM MAX. TAMIL ANCHORS SEE ELEY. FOR SPACING O.L OPp. • • ••• • ;.z,;• • Ji •• i'• •'• • • • • • 7 • • • erv _Am p4 0 •f • • EXTERIOR Q.t. OPO. WIKOOR MOTH • • • • • • • QADE COUNTY Ai muwat WINOC•WIOTH TYPICM. ANCHORS SEE EIMY. FOR sPACiNO wit MOW MOTH • ••• • • 1,..aft�u.�u: • • • • • -• • • •• • • •• FLANGE FRAME WINDOW OR !U1•AYOUN FMOO4 srnuctuRts FtA. Pt MO APPROVED AS COMPLYING YOTHTHE FEB 1 3 2002 SOUTH Ft OA Dt0 • i' • CODE COMPUANOR AcGS•TANCEMoAt - n12.$•Oto f I 4 g a A • g hest of 6 • • • • • • ILLUS RMIE ORS. ONLY ENT. OR INT. FINISHES NOT BY NINOO TYPICAL SCE V. ANCHORS SIX TYPICAL ANCHORS: SEE n.EY: FOR BPAemo LULUS SMS INTO WOOD STRUCTURES 1 -1/4• MIN. PENETRATION INTO WOOD 1.10 S .S _ OR SEL r DR!I L INO SCRRW INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) STEEPHOLE% W000 STRUCTURE NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED 8Y GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. W1 - 1" X 1/4" WEEP HOLE WITH PLASTIC BAFFLE AT 8" FROM EACH END AND AT MID SPAN TYPICAL ANCHORS SEE ELEV. MR SPACING 1/4 MAX. le X ve sws (2) PER OUIOE VENT WIDTH 0. OK. 1/4. MO. OAP • m O ,,, 4 Ak • ••• •• mat cowry APPROVED MULLION EXTERIOR D.L. OPO. BUCK WIDTH SEE ELEV. FOR ANCHORS ACM* • Nrr ••• •• • • • • • •• • • • •• • • • •• • • • ••• • • • •••• • • •••• • • • • • •• • • • • •• • •• • •• • • FIN FRAME WINDOW Env: ORS FAMOO= MA. PEI 10881 TYPICM. ANCHaRS SCE ELEY. FOR SPACING FEB 1 3 2002 APPROVED AS COMPLYING WITH THE SOWN NTROLDMSION CODE COMPUANCE Cf ACCEPTANCE NO2. 1.126 .120 1.683 FRAME HEAD (FLANGE) 1.321 —+1 1.126 FRAME JAMS (FLANGE) 1.124-- 1.300-J 113 FRAME JAMB (FIN) 1.128 ETU NO. PART N0. QUANTITY DISCEIPTION MATERIAL NAND. /$UPPIUER /RIEMARXS 1 KCO -2041 1 FRAME HEAD (FLAME) 0083 -18 - IA NCO -2081 1 FRAME HEAD (FIN) 6083 -15 — 2 KC0 -2042 1 FRAME SILL (FLANGE) 8083—T8 — 2A KC0+2062 1 FRAME SILL. (FIN) 8063 —T8 — 3 KC0+2043 2 FRAME JAMB (RANGE) 8063 -18 — 3A K00 -2063 2 FRANC JAMB (FIN) 8063 —T6 — 4 KCO -2048 1 VENT TOP RAIL 8083 -18 — 6 1400 -2046 1 VENT 8011011 RAIL 6063 -15 — 6 1(00 -2047 2 VEAT SIDE RAIL 6083 -18 — 7 100 -2044 1 FlXEO MEETING PATS. 6063 -16 — 0 RP --800 4/ UTE 0LA21N0 BEAD -7 /S" GLASS R1010 PVC — BA RP -601 4/ UTE OIAZ1N0 BEAD-3/8" GLASS ROD PVC ^ 9 100 -242 BASH STOP 6063 -16 — 10 — AS RECD. FRAME ASSEMBLY SCREW — f5 X 1' PHPH SMS 11 — AS RE00, VENT ASSEMBLY SCREW — (6 X 1' PHPH EMS 12 YTP -2008 AS REDO. CLASS SPACER SEE DTL. DUAL OUROMETER 13 W23161N0 AS RECD. FIN SEAL WEATHERSTRIPPING — ULTRAFAS .130X.187 OR MUM. 14 W23171140 AS REQO. FIN SEAL WEATHERSTRIPPING — ULTRAFAB .170X.187 OR =IV. 15 — 2 we SPIRAL BALANCE — CALDWELL ULTRAUFT /SPIRE% 18 1-049 2/ VENT SNAP LATCH 3' 4ONO W/ SPRING NYLON 9' FROM EACH ENO (HUGHES SUPPLY) 17 u -4333 AS RECO, BULB WEATHERSTRIPPING O —TON .300X.190 • ••••••-•1 18 13130/13031 2 VENT TOP GUIDE NYLON ASNIAND•PRODUCIIS • 19 13129 2 VENT BOTTOM 044(02 NYLON 119HtANp PapLjCTS: • • 20 1(00- 2088 -4 2 BALANCE BRACKQ 6063 —T8 — • • • 1 •••• • • ••• • • • •• .• • •••• • •• • • • • Q FRAME SILL (FLANGE) 2691 FRAME SILL (FIN) • 711 (81010) • • • • • • • • • • •• • • • •• •••� • •O • • •• 1.167 VENT SIDE FAIL 026 .827 Epp OR. S (44000 4A. PC >f 14867 1.208 .867 1,100 1.100 .062 � to .648 LATCH 0Q IN0 SEA0 -7/8' MASS OLAZINO BEAD -3/e CLASS FEB 13 2002 APPROVED AS COMPLYING WITH THE A De NTROLDIV em CODE COMPLIANCE OFFICE ACCEPTANCE NO 6 drawing no. W01 -81 sheet Set 8 FRAME CORNERS (FLANGE) !R ME ODERS C (FINI • • • • • •. • VENT CORNER OETAIL SrRUCTUAC1 nA Pt l Ism • • •• •• • • • ••• • ••••_ • 4 I 4 •.•••• • • • • •• •• • • • • • • • • ••• • • • •• • • • • •• • • • •. • cn L I�..r•• • • .„,.�a • • • •• APPROVED AS COMPLYING 'ASININE- 40 SOUTH Pt q•DE eY ATYMflri. PRO DIVISION FEB 1 3 ZU02 SUED EOOMPLIANCE AOCEP774 coNo02't 6 Crio drawing no. W01 -81 shot 6 of 6 • • • • • •• • • •• • • •.• *4 •• • • • ..•••••• • • • •••• • • ••••••:.,• • •••..:••..: -•.. • • ::••• •• it ep.. • e t • • 16ti51 N.B`2"Avetue, Mi.atiii Shores, F133138 1e1305- 95 -2204 * Fax: 305- 756 -8972 •• • • • a* ••• a•: NOTICE TO MVM101:M2 SiISlilk;;ZitiGEJIIDILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE C6‘(.. 11---o I'194 e i :Village:: .. 1 en retained by (name of owner /agent) pedal Inspector Services under the Florida Building Code at the project (address) ,Miami Shores, as of a registered ArchiteitorProfeSsiortal Engineer licensed in the State of Florida. PERT NUMBER: ;. (1.4 r Special Inspector for Reinforced Unit Masonry, FBC 2122.4 Special Inspector for Trusses over ,35 Ft. Long or 6 Ft High, FBC 2319.17.2.41 32, Special Inspector for Steel Connections, FBC 2218.2. :: Special Inspector for Soil Compaction, FBC 1820,3.1::;;;; fl Special Inspector for Precast Units & Attachments, FBC 192712.2 © Special Inspector for Pilings, FBC 1822.1.20 Special Inspector for 4: s =NOTE: Please mark boxes that apply The folio ling individuals(s) loyed by this firm tr me are authorized to perform inspections.. 1./V Ce."7/ K/g/ 4. (date). I ;:(we):understand:tbat a Special:Inspector inspection tog for each building must be displayed in a convenient location :on the site for ..reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, • • must he performed by Miami Shores. The bi ildinginspections mustbecalled for all mandatory inspections lfypeetions performed by the Special Inspector hired by the Owner are in addition to the mandatory inspeciioosperformed by. the Building Department. • Further, upon completion of the work under each Building Permit, 1 will submit to the Miami Shores Building Department atthe time before the final inspection the completed inspection tog form and a sealed: statement indicating:that, to the best of my knowledge, belief.and professional judgment those portions of the project outlined above Med the intentr of the Florida Building Code and are in. substantial accordance with the approved plans. EngineerlAyeehltect Nartie sec t.: er `` /(Print) Address Ifs f�W z,C *' /ey Phone No d / 4i "" > Florida License No: 0407 Date: FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner: Climate Zone: Mr & Mrs Diana Shinaberry 9312 N. Miami Ave Miami Shores, FL 33150 - MR & Mrs Shinaberry South Builder: Permitting Office: 0000 Permit Number: 0000 Jurisdiction Number: 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ftz) 7. Glass area & type a. Clear glass, default U- factor b. Default tint c. Labeled U or SHGC 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Concrete, Int Insul, Exterior c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior b. N/A Single Pane 270.0 ftz 0.0 ft2 0.0 112 Addition Single family 1 3 No 1412112 Double Pane 0.0 ftz 0.0 ftz 0.0 f12 R.0, 185.0(p) ft _ R=4.1, 720.0 ftz R=4.1, 970.0 ftz R =30.0, 1412.0 112 - Sup. R =6.0, 35.0 ft _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance F riVEDL: DE g'a5 44.0 kBtu/hr _ EER: 13.00 Ra-�� I Cap: 25.5 kBtu/hr , �J� I ` 94 COP: 1.00 b. N/A c. Conservation credits (HR -Heat recovery; Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) gallons _ 0.90 Glass /Floor Area: 0.19 Total as -built points: 24751 Total base points: 25051 PASS I hereby certify that the plans and specifications covered by this calculation are in compli. �__�:�� ;:_ rida Energy Code. PREPARED BY: D niel F. Gutierrez DATE: �� \V°5 I hereby certify that this building, as designed, is in - compliance with - the - Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFIC DATE: EnergyGauge® (Version: FLRCPB v3.30) FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 9312 N. Miami Ave, Miami Shores, FL, 33150- PERMIT #: 0000 EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 1412.0 32.50 8260.2 Single, Clear N 0.0 0.0 45.0 36.46 1.00 1640.8 Single, Clear E 0.0 0.0 90.0 78.71 1.00 7084.1 Single, Clear S 0.0 0.0 60.0 66.93 1.00 4015.6 Single, Clear W 0.0 0.0 75.0 70.53 1.00 5289.5 As -Built Total: 270.0 18029.9 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 4.1 720.0 2.32 1666.8 Exterior 1690.0 2.70 4563.0 Concrete, Int Insul, Exterior 4.1 970.0 2.32 2245.6 Base Total: 1690.0 4563.0 As -Built Total: 1680.0 3912.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 63.0 9.40 592.2 Exterior 63.0 6.40 403.2 Base Total: 83.0 403.2 As -Built Total: 83.0 592.2 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1412.0 2.80 3953.6 Under Attic 30.0 1412.0 2.77 X 1.00 3911.2 Base Total: 1412.0 3953.6 As -Built Total: 1412.0 3911.2 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 185.0(p) -20.0 - 3700.0 Slab -On -Grade Edge Insulation 0.0 185.0(p - 20.00 - 3700.0 Raised 0.0 0.00 0.0 Base Total: -3700.0 As -Built Total: 185.0 4700.0 INFILTRATION Area X BSPM = Points Area X SPM = Points r 1412.0 18.79 26531.5 1412.0 18.79 26531.5 EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 9312 N. Miami Ave, Miami Shores, FL, 33150- PERMIT #: 0000 BASE AS -BUILT Summer Base Points: 40011.5 Summer As -Built Points: 49277.2 Total Summer X System = Points Multiplier Cooling Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 40011.5 0.4266 17068.9 492772 1.000 (1.067 x 1.165 x 0.90) 0.262 1.000 14460.7 49277.2 1.00 1.119 0.262 1.000 14460.7 EnergyGaugeT" DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 1 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 9312 N. Miami Ave, Miami Shores, FL, 33150- PERMIT* 0000 EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X WPM X WOF = Point& .18 1412.0 2.36 699.8 Single, Clear N 0.0 0.0 45.0 6.03 1.00 271.5 Single, Clear E 0.0 0.0 90.0 4.77 1.00 429.4 Single, Clear S 0.0 0.0 60.0 4.49 1.00 269.7 Single, Clear W 0.0 0.0 75.0 5.49 1.00 411.9 As -Built Total: 270.0 1382.4 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 4.1 720.0 1.03 745.2 Exterior 1690.0 0.60 1014.0 Concrete, Int Insul, Exterior 4.1 970.0 1.03 1003.9 Base Total: 1690.0 1014.0 As -Built Total: 1690. 1749.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 63.0 2.80 176.4 Exterior 63.0 1.80 113.4 Base Total: 63.0 113.4 As -Built Total: 63.0 176.4 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1412.0 0.10 141.2 Under Attic 30.0 1412.0 0.10 X 1.00 141.2 Base Total: 1412.0 141.2 As -Built Total: 1412.0 141.2 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 185.0(p) -2.1 -388.5 Slab -On -Grade Edge Insulation 0.0 185.0(p -2.10 -388.5 Raised 0.0 0.00 0.0 Base Total: -388.5 As -Built Total: 185.0 488.5 INFILTRATION Area X BWPM = Points k Area X WPM = Points 1412.0 -0.06 -84.7 1412.0 -0.06 -84.7 EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 9312 N. Miami Ave, Miami Shores, FL, 33150- PERMIT #: 0000 BASE AS -BUILT Winter Base Points: 1395.2 Winter As -Built Points: 2976.0 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 1395.2 0.6274 875.3 2976.0 1.000 (1.085 x 1.137 x 0.91) 1.000 1.000 2976.0 1.00 1.123 1.000 1.000 3340.9 3340.9 EnergyGauge'TM DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 9312 N. Miami Ave, Miami Shores, FL, 33150- PERMIT #: 0000 BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2369.00 7107.0 60.0 0.90 As -Built Total: 3 1.00 2316.36 1.00 6949.1 6949.1 PASS EnergyGaugeN DCA Form 600A -2001 EnergyGauge® /FIaRES2001 FLRCPB v3.30 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 17069 875 7107 25051 14461 3341 6949 24751 PASS EnergyGaugeN DCA Form 600A -2001 EnergyGauge® /FIaRES2001 FLRCPB v3.30 PERMIT #: 0000 I FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 9312 N. Miami Ave, Miami Shores, FL, 33150- 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/ •.ft. window area' .5 c •.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 corners; 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 to. • ate. 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 %. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the • -rimeter ••- netrations and seams. Air Distribution Systems Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the . = rimeter at • >netrations and seams. SG 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. Insulation Multi -sto Houses 606.1.ABC.1.2.5 Air barrier on • - rimeter of floor ca ' 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. s. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. .W)i Shower heads 612.1 Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. \, A \A- 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. EnergyGaugeT"' DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.6 The higher the score, the more efficient the home. MR & Mrs Shinaberry, 9312 N. Miami Ave, Miami Shores, FL, 33150- 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 185.0(p) ft b. N/A c. N/A 9. Wall types _ a. Concrete, Int Insul, Exterior R=4.1, 720.0 ft2 b. Concrete, Int Insul, Exterior R=4.1, 970.0 ft2 c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R =30.0, 1412.0 ft2 b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AR Interior Sup. R=6.0, 35.0 ft b. N/A Single Pane 270.0 ft2 0.0 ft 0.0ft2 Addition 12. Cooling systems Single family a. Central Unit Cap: 44.0 kBtu/hr 1 SEER: 13.00 _ 3 b. N/A No 1412 ft2 c. N/A Double Pane 0.011 0.0112 0.0 ft2 13. Heating systems a. Electric Strip Cap: 25.5 kBtu/hr _ COP: 1.00 b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 60.0 gallons EF: 0.90 *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStci' designation), your home may qualify for energy efficiency mortgage (EEE incentives if you obtain a Florida Energy- -Gauge Rating Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www, fsec. ucf. edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommunityAffai1SArsion: FLRCPB v3.30) FORM 600A -2004 • ••• EnergyGauge® 4.0 FLORIDA ENERGY t CODE FOR BUILDING ONSTRUCTIO Florida Department of,Cot imunitr ftalrs; : •• Residential Whole Buildirig :P2rforla�� rice iV� id A FFIR 2 0 2007 Project Name: Address: City, State: Owner: Climate Zone: Mr & Mrs Diana Shinaberry 9312 N. Miami Ave Miami Shores, FL 33150 - MR & Mrs Shinaberry South Builder: BY: .. • • Pern in$Offife? 0000 • • • • • ae Nu •r- 0 • otiil u✓ tier: 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass type l and area: (Label read. a. U factor. (or Single or Double DEFAULT) b. SHGC: (or Clear or Tint DEFAULT) 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Concrete, Int Insul, Exterior c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret Con. AH: Interior b. N/A Addition Single family 1 3 No 1412 ft2 by 13- 104.4.5 if not default) Description Area 7a. (Sngle Default) 58.0 ft2 7b. (Clear) 58.0 ft2 R=0.0, 185.0(p) ft 720.0 ft2 R=4.1, 970.0 ft2 R =30.0, 1412.0 ft2 Sup. R=6.0, 35.0 ft 12. Cooling systems a. Central Unit ! b. N/A c. N/A 13. Heating systems a. Electric Strip Cap: 25.5 kBtu/hr _ COP: 1.00 p: 44.0 kBtu/hr _ SEER 13.00 b. N/A c. N/A 14. Hot water systems a. Electric Resistance Cap: 60.0 gallons _ EF: 0.90 b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Glass /Floor Area: 0.15 Total as -built points: 23014 Total base points: 24763 PASS I hereby certify that the plans and specifications covered by this calculation are in compliant i Code. PREPARED BY: 0 DATE: O b` sko La I hereby certify that this building, as designed, is in Energy compliance with the Flo• - Energy Code. OWNER/AG DATE: 7494 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be insPected for compliance with Section 5.53.908 Florida Statutes. BUILDING OFFLCI DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages EnergyGauge® (Version: FLRCSB v4.0) FORM 600A -2004 • • .• • . • • • • •• • •• •• • • • • • • • SUMMER CALICEJLIATIORS. Residential Whole Building Performance, Method A - Details •••• •• • • • • • • • • • • • • • • • • • • • • • • • • IADDRESS: 9312 N. Miami Ave, Miami Shores, FL, 336140-:• • EnergyGauge® 4.0 •▪ •• • PERMIT #: 0000 •• • • •• ••• 00 EnergyGauge® DCA Form 600A -2004 EnergyGauge®YFIaRES'2004 FLRCSB v4.0 BASE ' -' -• _ *SS3UILf • ••••••.• GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 1412.0 32.50 8260.2 Single, Clear N 0.0 0.0 60.0 36.46 1.00 2187.7 Single, Clear E 0.0 0.0 32.0 78.71 1.00 2518.8 Single, Clear S 0.0 0.0 45.0 66.93 1.00 3011.7 Single, Clear W 0.0 0.0 75.0 70.53 1.00 5289.5 As -Built Total: 212.0 13007.7 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 4.1 720.0 2.32 1666.8 Exterior 1690.0 2.70 4563.0 Concrete, Int Insul, Exterior 4.1 970.0 2.32 2245.6 Base Total: 1690.0 4563.0 As -Built Total: 1690.0 3912.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 63.0 9.40 592.2 Exterior 63.0 6.40 403.2 Base Total: 63:0 403.2 As -Built Total: 63.0 592.2 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1412.0 2.80 3953.6 Under Attic 30.0 1412.0 2.77 X 1.00 3911.2 Base Total: 1412.0 3953.6 As -Built Total: 1412.0 3911.2 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 185.0(p) -20.0 - 3700.0 Slab -On -Grade Edge Insulation 0.0 185.0(p -20.00 - 3700.0 Raised 0.0 0.00 0.0 Base Total: -3700.0 As -Built Total: 185.0 - 3700.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1412.0 18.79 26531.5 1412.0 18.79 26531.5 EnergyGauge® DCA Form 600A -2004 EnergyGauge®YFIaRES'2004 FLRCSB v4.0 FORM 600A -2004 • ••.• • • • ••.• .• •. • • • •• •• • • . • • • • • • • -. SUMMER CALC UL/010I'4S• Residential Whole Building Performance, MetJlQd A - Details • • •• • •... •••••• • • ••• • EnergyGauge® 4.0 ADDRESS: 9312 N. Miami Ave, Miami Shores, FL, 33155-:01 • ••• • I5ERMIT #: 0000 •. • BASE -. .... • , S. uILr - - - . • ••• •• Summer Base Points: 40011.5 Summer As -Built Points: 44255.0 Total Summer X System = Cooling Points Multiplier Points Total X Cap X Duct X System X Credit = Cooling .Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) 40011.5 0.4266 17068.9 (sys 1: Central Unit 44000 btuh ,SEER/EFF(13.0) Ducts :Unc(S),Con(R),Int(AH),R6.0(INS) 44255 1.00 (1.07 x 1.165 x 0.90) 0.262 1.000 12986.9 44255.0 1.00 1.119 0.262 1.000 12986.9 EnergyGaugenA DCA Form 600A -2004 EnergyGauge® /FIaRES'2004 FLRCSB v4.0 FORM 600A -2004 . • •.. • .. • •.• .. .. • • • ... .: • WINTER CALCULiA iON i. Residential Whole Building Performarice.Methad A - Details •• • • • . . • . . . . . . • . • • ••• • - . • . EnergyGauge® 4:0 IADDRESS: 9312 N. Miami Ave, Miami Shores, FL, 33150 - "' • • PERMIT #: 0000 •. • • • ... .. EnergyGauge® DCA Form 600A -2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 BASE I -_; • • • • �cS -UILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X WPM X WOF = Point .18 1412.0 2.36 599.8 Single, Clear N 0.0 0.0 60.0 6.03 1.00 362.0 Single, Clear E 0.0 0.0 32.0 4.77 1.00 152.7 Single, Clear S 0.0 0.0 45.0 4.49 1.00 202.2 Single, Clear W 0.0 0.0 75.0 5.49 1.00 411.9 As -Built Total: 212.0 1128.8 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 4.1 720.0 1.03 7452 Exterior 1690.0 0.60 1014.0 Concrete, Int Insul, Exterior 4.1 970.0 1.03 1003.9 Base Total: 1690.0 1014.0 As -Built Total: 1890.0 1749.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 63.0 2.80 176.4 Exterior 63.0 1.80 113.4 Base Total: 63.0 113.4 As -Built Total: 63.0 176.4 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1412.0 0.10 141.2 Under Attic 30.0 1412.0 0.10 X 1.00 1412 Base Total: 1412.0 141.2 As -Built Total: 1412.0 141.2 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 185.0(p) -2.1 -388.5 Slab -On -Grade Edge Insulation 0.0 185.0(p -2.10 -388.5 Raised 0.0 0.00 0.0 Base Total: - 388.5 As Built Total: 185.0 -388.5 INFILTRATION Area X BWPM = Points Area X WPM = Points 1412.0 -0.06 -84.7 1412.0 -0.06 -84.7 EnergyGauge® DCA Form 600A -2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 600A -2004 • • ••. •..• • • WINTER CALCOliAnONSI• Residential Whole Building Perfoj maoce Method A - Details •• •• •• • • :• • • .. • • • • EnergyGauge® 4.0 I ADDRESS: 9312 N. Miami Ave, Miami Shores, FL, 33450- " • PERMIT #: 0000 •• • • • • ••• •• •• • • EnergyGaug&M DCA Form 600A -2004 EnergyGauge® /FIaRES'2004 FLRCSB v4.0 BASE ww ••• ,AS.BUI �T .. .. . ......�- Winter Base Points: 1395.2 Winter As -Built Points: 2722.3 Total Winter X Points System = Multiplier Heating Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) 1395.2 0.6274 875.3 (sys 1: Electric Strip 25500 btuh ,EFF(1.0) Ducts :Unc(S),Con(R),Int(AH),R6.0 2722.3 1.000 (1.085 x 1.137 x 0.91) 1.000 1.000 3056.1 2722.3 1.00 1.123 1.000 1.000 3056.1 EnergyGaug&M DCA Form 600A -2004 EnergyGauge® /FIaRES'2004 FLRCSB v4.0 FORM 600A -2004 :..: ••• .•.:..: ••• EnergyGauge® 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Methot A - Details •. •..... • • • -- - ... IADDRESS: 9312 N. Miami Ave, Miami Shores, FL, 33''90- %• • •• • • •' • • • PERMIT* 0000 • • •• .. BASE CODE COMPLIANCE STATUS . ' "' ' • AI$- pUIL'y WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2273.00 6819.0 60.0 0.90 As -Built Total: 3 . 1.00 2323.51 1.00 6970.5 6970.5 PASS EnergyGauge'"' DCA Form 600A -2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 17069 875 6819 24763 12987 3056 6971 23014 PASS EnergyGauge'"' DCA Form 600A -2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 • ••• • • • • ••• •• •• • • • ••• • • •• • ENERGY PERFOR1Viiii L t`OEL (EPL) DISPLA•Y.CA1 ••: • • • • • • • • • • • • • • • • • • • • • • ESTIMATED ENERGY PERFORMANCE SCORE* = 84.9 The higher the score, the ItilltreWacteig t ie ihoime. • •' •• • • • • •••• •• MR & Mrs Shinabeny, 9312 N. Miami Ave, Miami Shores, FL, 33150- 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass type' and area: (Label reqd. a. U- factor. (or Single or Double DEFAULT) b: SHGC: (or Clear or Tint DEFAULT) 8. Floor types a. Slab-On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Concrete, Int Insul, Exterior c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret Con. AH: Interior b. N/A Addition 12. Cooling systems Single family a. Central Unit Cap: 44.0 kBtu/hr _ 1 SEER 13.00 3 b. N/A No 1412 ft2 c. N/A by 13- 104.4.5 if not default) Description Area 7a. (Sngle Default) 58.0 112 7b. (Clear) 58.0 ft2 13. Heating systems a. Electric Strip b. N/A R4).0, 185.0(p) ft c. N/A R=4.1, 720.0 ft2 _ R=4.1, 970.0 ft2 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP-Dedicated heat pump) R =30.0, 1412.0 ft2 _ 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, Sup. R=6.0, 35.0 ft MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 25.5 kBtu/hr _ COP: 1.00 Cap: 60.0 gallons EF: 0.90 *NOTE.. The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStdV designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on es 2 &4. EnergyGauge® (Version: FLRCSB v4.0) FORM 600A -2004 • .•. • • • ••• •• .• • • • • •. •• • • Code CompiiancelOIfdcRRI(st Residential Whole Building P9rfQrma,nce Methyl A - Details • • • • •. •••••• • • ••• •• ••• • I ADDRESS: 9312 N. Miami Ave, Miami Shores, FL, 33f5e -.. ••• • • PERMIT #: 0000 EnergyGauge® 4.0 . 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST. • •• ••• •• COMPONENTS SECTION REQUIREMENTS FOR F'IITICC+ • • • • • • Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. windowaree; 5tfm/Sq R. d6Varti. Exterior & Adjacent Walls 606.1.ABC.1.21 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; 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 or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier Is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and warns. 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. 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. CHECK 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS Water Heaters SECTION REQUIREMENTS 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required: Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal 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. 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. CHECK EnergyGaugeTM DCA Form 600A -2004 EnergyGauge® /FIaRES'2004 FLRCSB v4.0 FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner. Climate Zone: Mr & Mrs Diana Shinabeny 9312 N. Miami Ave Miami Shores, FL 33150 - MR & Mrs Shinaberry South Builder: Permitting Office: 0000 Permit Number 0000 Jurisdiction Number. 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear glad, default U- factor b. Default tint c. Labeled U or SHGC 8. Floor types a. Slab -On -Grade Edge Insulation R41.0, 185.0(p) ft b. N/A c. N/A 9. Wall types - a. Concrete, Int Insul, Exterior R=4.1, 720.0 fie _ b. Concrete, Int Insul, Exterior R=4.1, 970.0 ft2 _ c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R =30.0, 1412.0 if - b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret Con. AH: Interior Sup. R=6.0, 35.0 ft - b. N/A Single Pane 270.0 112 0.0112 0.0ft2 Addition Single family 1 3 No 1412112 Double Pane 0.0 ft2 0.0 ft2 0.0112 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating a. Electric Strip R CE VE DEC 1 5 Cap: 44.0 kBtu/hr - SEER 13.00 b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 25.5 kBtu/hr - COP: 1.00 Cap: 60.0 gallons - EF: 0.90 Glass /Floor Area: 0.19 Total as -built points: 24751 Total base points: 25051 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: D niel F. Gutierrez DATE: iA N\ OS I hereby certify that this building, as designed, is in compliance with the Flog, > Energy C OWNER/AGEf�y. DATE: c5C / -2'3 -u Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCPB v3.30) 1 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 9312 N. Miami Ave, Miami Shores, FL, 33150- PERMIT* 0000 EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM Floor Area = Points Overhang Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 1412.0 32.50 8260.2 Single, Clear N 0.0 0.0 45.0 36.48 1.00 1640.8 Single, Clear E 0.0 0.0 90.0 78.71 1.00 7084.1 Single, Clear S 0.0 0.0 60.0 66.93 1.00 4015.6 Single, Clear W 0.0 0.0 75.0 70.53 1.00 5289.5 As -Built Total: 270.0 18029.9 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 4.1 720.0 2.32 1666.8 Exterior 1690.0 2.70 4563.0 Concrete, Int Insul, Exterior 4.1 970.0 2.32 2245.6 Base Total: 1690.0 4563.0 As -Built Total: 1690.0 3912.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 63.0 9.40 592.2 Exterior 63.0 6.40 403.2 Base Total: 63.0 403.2 As -Built Total: 63.0 592.2 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1412.0 2.80 3953.6 Under Attic 30.0 1412.0 2.77 X 1.00 39112 Base Total: 1412.0 3953.6 As -Built Total: 1412.0 3911.2 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 185.0(p) -20.0 - 3700.0 Slab -On -Grade Edge Insulation 0.0 185.0(p -20,00 - 3700.0 Raised 0.0 0.00 0.0 Base Total: - 3700.0 As - Built Total: 185.0 -3700.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1412.0 18.79 26531.5 1412.0 18.79 26531.5 EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 9312 N. Miami Ave, Miami Shores, FL, 33150- PERMIT#: 0000 I BASE AS -BUILT Summer Base Points: 40011.5 Summer As -Built Points: 49277.2 Total Summer X System = Points Multiplier Cooling Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 40011.5 0.4266 17068.9 49277.2 1.000 (1.067 x 1.165 x 0.90) 0.262 1.000 14460.7 49277.2 1.00 1.119 0.262 1.000 14460.7 EnergyGaugeml DCA Form 600A -2001 EnergyGauge®IFIaRES'2001 FLRCPB v3.30 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 9312 N. Miami Ave, Miami Shores, FL, 33150- PERMIT #: 0000 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type /SC Overhang Omt Len Hgt Area X WPM X WOF = Point: .18 1412.0 2.36 599.8 Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: N E S W 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 45.0 90.0 60.0 75.0 270.0 6.03 4.77 4.49 5.49 1.00 1.00 1.00 1.00 271.5 429.4 269.7 411.9 1382.4 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent Exterior 0.0 0.00 1690.0 Base Total: 1690.0 0.0 0.60 1014.0 1014.0 Concrete, Int Insul, Exterior Concrete, Int Insul, Exterior As -Built Total: 4.1 720.0 4.1 970.0 1690.0 1.03 1.03 7452 1003.9 1749.1 DOOR TYPES Area X BWPM = Points Type Adjacent Exterior 0.0 0.00 0.0 63.0 1.80 113.4 Base Total: 63.0 113.4 Exterior Wood As -Built Total: Area X WPM = Points 63.0 2.80 63.0 176.4 176.4 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1412.0 Base Total: 1412.0 0.10 1412 141.2 FLOOR TYPES Area X BWPM = Points Under Attic As -Built Total: Type 30.0 1412.0 0.10 X 1.00 1412.0 1412 1492 R -Value Area X WPM = Points Slab Raised Base Total: 185.0(p) -2.1 -388.5 0.0 0.00 0.0 -388.5 Slab -On -Grade Edge Insulation As Built Total: 0.0 185.0(p -2.10 185.0 -388.5 -388.5 INFILTRATION Area X BWPM = Points Area X WPM = Points 1412.0 -0.06 -84.7 1412.0 -0.06 -84.7 EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details LADDRESS: 9312 N. Miami Ave, Miami Shores, FL, 33150- PERMIT #: 0000 i BASE AS -BUILT Winter Base Points: 1395.2 Winter As -Built Points: 2976.0 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 1395.2 0.6274 875.3 2976.0 1.000 (1.085x 1.137 x 0.91) 1.000 1.000 3340.9 2976.0 1.00 1.123 1.000 1.000 3340.9 EnergyGauge'' DCA Form 600A -2001 EnergyGauge6HFlaRES2001 FLRCPB v3.30 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 9312 N. Miami Ave, Miami Shores, FL, 33130- PERMIT #: 0000 i BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2369.00 7107.0 60.0 0.90 As -Built Total: 3 1.00 2316.36 1.00 6949.1 6949.1 PASS EnergyGaugelm DCA Form 600A -2001 EnergyGauge®/FIaRES2001 FLRCPB v3.30 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 17069 875 7107 25051 14461 3341 6949 24751 PASS EnergyGaugelm DCA Form 600A -2001 EnergyGauge®/FIaRES2001 FLRCPB v3.30 FORM 6O0A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details IADDRESS: 9312 N. Miami Ave, Miami Shores, FL, 33150- PERMIT #: 0000 1 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1 ABC.1.1 Max imum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. %° Exterior & Adjacent Walls 606.1 ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utilty 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. 110)0' Floors 606.1 ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. 610.1 Ceilings 606.1 ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. )G Recessed Lighting Fbctures 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. 604.1, 602.1 Multi-, •. Houses 606.1 ABC.125 Air barrier on . - 'meter of floor • between floors. Additional Infiltration resits 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. 110)0' Shower heads 612.1 Air Distribution Systems 610.1 M ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. ' 7°— 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 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.6 The higher the score, the more efficient the home. MR & Mrs Shinaberry, 9312 N. Miami Ave, Miami Shores, FL, 33150- 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation R./.0, 185.0(p) ft b. N/A c. N/A 9. Wall types - a. Concrete, Int Insul, Exterior R=4.1, 720.0 if - b. Concrete, Int Insul, Exterior R=4.1, 970.0 112 - c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Rot Con. AH: Interior b. N/A Single Pane 270.0 ft2 0.0ft2 0.0 ft2 Addition _ 12. Cooling systems Single family - a. Central Unit Cap: 44.0 kBtu/hr - 1 SEER 13.00 3 b. N/A No 1412 ft2 c. N/A Double Pane - 0.0 112 0.0 ft2 0.0 ft2 13. Heating systems a. Electric Strip Cap: 25.5 kBtu/hr COP: 1.00 b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (BR-Heat recovery, Solar DHP-Dedicated heat pump) R=30.0, 1412.0 112 - 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, _ PT- Programmable Thermostat, Sup. R.0, 35.0 ft _ MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 60.0 gallons - EF: 0.90 *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar designation), your home may qualify for energy efficiency mortgage (EEAI) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Aff f a 8€ ision: FLRCPB v3.30) STRUCTURAL CALCULATIONS FOR SHINABERRY'S RESIDENCE REMODELING MIAMI, FLORIDA PREPARED BY JAIME H. JARAMILLO P.E. 7910 NW 25 St Suite 205 MIAMI, FL. 33122 SUBMITTED TO MIAMI BUILDING DEPARTMENT TABLE OF CONTENTS DATE: NOVIEMBRE 8, 2005 RC/20S- I 1'14 rA EOvIEr DEC 1 A Q5 A(/65 1. DESIGN CRITERIA INDEX 3 2. WIND LOAD CALCULATIONS (FBC -01, ASCE 7 -98) 5 2.1 JOIST 2.2 TRUSSES i3 3. TRUSSES REACTIONS 20 4. MANSONRY WALL DESIGN 2,1 5. CONCRETE RECTANGULAR & TEE BEAM DESIGN G 2 6. GENERAL TIMBER BEAM DESIGN 2. 7. TIMBER LEDGER DESIGN 7.1 JOIST LEDGER 2 7.2 TRUSS LEDGER S. FOUNDATION CHECK C 9. N.O.A `s C. 9.1 N.O.A. No 03- 0606.05 PRECAST AND PRESTRESSED LINTELS 2 g 9.2 N.O.A. No 01 -0327.04 FACE MOUNT JOIST HANGERS 9.3 N.O.A. No 03-0606.05 USP LUMBER CONECTORS 3� c„....2 //OA 2 DESIGN CRITERIA 3 DESIGN CRITERIA CODE: 2001 FLORIDA BUILDING CODE ACI 318 -99, ASCE, ACI -530 LOAD: Roof ( DL) ROOFING (TILES) = 16 PSF (SDL) WATHERPROF. = 4 PSF (SDL) ( LL) = 40 PSF & 60 PSF on terraces First and Second floor: DL = 20 PSF (SDL) LL = 40 PSF LL = 60 PSF on terraces WIND LOAD: 146 MPH; Building Type II; Exposure "C ";I =1.0; Kd =1.0 (See calculations) WALLS: 55 PSF (8" CMU WALL) 20 PSF (STUD WALL) MATERIALS: CONCRETE: f'c =5000 psi at 28 days MASONRY: ASTM C -90; GRADE "N "; NORMAL WEIGHT; MORTAR TYPE "S "; 3000 psi GROUT; f'm =1500 psi REINFORCING STEEL: ASTM A615, GRADE 60 STRUCTURAL STEEL: ASTM A36 (Sections and plates) ASTM A500 -B (TUBES) ASTM A307 (ANCHOR BOLTS) WIND LOAD CALCULATIONS c Joist 6 WIND ASCE 7 -02 Wind Load Design per ASCE 7 -02 Description: SHINABERRY Analysis by: JAIME Structure Type Building Basic Wind Speed (V) 146 mph Structural Category II Exposure C Struc Nat Frequency (n1) Hz Slope of Roof (Theta) 0 Deg Type of Roof Gabled Kd (Directonal"rty Factor) Eave Height (Eht) 0.00 ft Ridge Height (RHt) 16,50 ft Mean Roof Height (Ht) 13.15 ft Width Perp. To Wind Dir (B) 50.00 ft Width Paral. To Wind Dir (L) 47.00 ft Damping Ratio (beta) 0.02 Red values should be changed only through "Main Menu" Type of Structure Height/Least Horizontal Dim 0.28 Flexible Structure No Importance Factor 1 Hurricane Prone Region (V >100 mph) Table C6-4 Values Alpha = 9.500 zg = 900.000 At= 0.105 Bt = 1.000 Am = 0.154 Bm = 0.650 Cc = 0.200 1= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 cm Izm Lzm Q Gust2 Zmin Cc * (33/z)"0.167 I *(zm /33) "Epsilon (11(1 +0.63 *((Min(B,L) +Ht) /Lzm) ^0.63)) ^0.5 0.925* 1 +1.7*Izm *3.4 *Q / 1 +1.7 *3.4 *Izm 0.85 15.00 ft 0.2281 427.06 ft 0.9193 0.8826 0.85 Since this is not a flexible structure the lessor of Gust1 or Gust2 are used Cf� j( //70,S4 Page No. 1 of 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WIND ASCE 7 -02 Wind Load Design per ASCE 7-02 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights (Non - flexible) Elev ft Kz Kzt qz IbNt^2 Pressure (Ibift "2) Windward Waft* +GCpi -GCpi 16.5 0.87 1.00 47.26 23.80 40.48 15 0.85 1.00 46.32 23.16 39.84 Table 6 -7 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 1 -018 /42 „4,05 Page No. 2 of 6 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 B WIND ASCE 7 -02 Wind Load Design per ASCE 7 -02 Figure 6 -3 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems L Kh 2.01 *(15 /zg)"(2 /Alpha) 0.85 Kht Topographic factor (Fig 6 -2) 1.00 Qh .00256 *(V)A2 *I *Kh *Kht*Kd 46.32 psf Khcc Comp & Clad: Table 6 -5 Case 2 0.85 Qhcc .00256*VA2*I *Khcc *Kht*Kd 46.32 psf Roof Area (sq. ft.) Reduction Factor 1.00 Leeward Walls (Wind Dir Normal to 50 ft wall) Side Walls Overhang Bottom (Applicable on Windward only) -0.50 - 0.70 0.80 -28.03 -35.90 31.50 -11.35 -19.22 31.50 nd Normal to R i ge (The 10) or Normai to { g Dist from Windward Edge: 0 ft to 6.575 ft Dist from Windward Edge: 6.575 ft to 13.15 ft Dist from Windward Edge: 13.15 ft to 26.3 ft Dist from Windward Edge: > 26.3 ft -0.90 - 0.90 - 0.50 -0.30 -43.77 -43.77 -28.03 -20.15 -27.10 - 27.10 - 11.35 -3.47 o Ri ge..(A ;Theta);- for fist arrrri Dist from Windward Edge: 0 ft to 6.575 ft Dist from Windward Edge: 6.575 ft to 13.15 ft Dist from Windward Edge: 13.15 ft to 26.3 ft Dist from Windward Edge: > 26.3 ft -0.90 -0.90 -0.50 -0.30 -43.77 -43.77 -28.03 -20.15 -27.10 -27.10 -11.35 -3.47 * Horizontal distance from windward edge 0(O Page No. 3 of 6 Surface Cp indward Wall (See Figure 6.5.122.1 for Pressures) 0.8 Roof Area (sq. ft.) Reduction Factor 1.00 Leeward Walls (Wind Dir Normal to 50 ft wall) Side Walls Overhang Bottom (Applicable on Windward only) -0.50 - 0.70 0.80 -28.03 -35.90 31.50 -11.35 -19.22 31.50 nd Normal to R i ge (The 10) or Normai to { g Dist from Windward Edge: 0 ft to 6.575 ft Dist from Windward Edge: 6.575 ft to 13.15 ft Dist from Windward Edge: 13.15 ft to 26.3 ft Dist from Windward Edge: > 26.3 ft -0.90 - 0.90 - 0.50 -0.30 -43.77 -43.77 -28.03 -20.15 -27.10 - 27.10 - 11.35 -3.47 o Ri ge..(A ;Theta);- for fist arrrri Dist from Windward Edge: 0 ft to 6.575 ft Dist from Windward Edge: 6.575 ft to 13.15 ft Dist from Windward Edge: 13.15 ft to 26.3 ft Dist from Windward Edge: > 26.3 ft -0.90 -0.90 -0.50 -0.30 -43.77 -43.77 -28.03 -20.15 -27.10 -27.10 -11.35 -3.47 * Horizontal distance from windward edge 0(O Page No. 3 of 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Kh = Kht = Qh = WIND ASCE 7 -02 Wind Load Design per ASCE 7 -02 Figure 6-4 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 if 2.01 *(15/zg) "(2 /Alpha) Topographic factor (Fig 6 -2) 0 .00256 *(t /) "2 *ImpFac *Kh *KhrKd 0.85 1.00 46.32 Case A Surface GCpf +GCpi -GCpi qh (Psf) Mini' (Psf) Max P (psf) 1 0.40 0.18 - 0.18 46.32 10.19 26.87 2 -0.69 0.18 - 0.18 46.32 -40.30 -23.62 3 -0.37 0.18 -0.18 46.32 -25.48 -8.80 4 -0.29 0.18 -0.18 46.32 -21.77 -5.10 5 0.00 0.18 -0.18 46.32 -8.34 8.34 6 0.00 0.18 -0.18 46.32 -8.34 8.34 1E 0.61 0.18 -0.18 46.32 19.92 36.59 2E -1.07 0.18 - 0.18 46.32 -57.90 -41.23 3E -0.53 0.18 -0.18 46.32 -32.89 -16.21 4E -0.43 0.18 -0.18 46.32 -28.26 -11.58 5E 0.00 0.18 -0.18 46.32 -8.34 8.34 6E 0.00 0.18 - 0.18 46.32 -8.34 8.34 p = qh * (GCpf - GCpi) c-� (//010) 5 age No. 4 of 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Kh= Kht = Qh = WIND ASCE 7 -02 Wind Load Design per ASCE 7 -02 Figure 6-4 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15/zg) ^(2 /Alpha) Topographic factor (Fig 6 -2) 0 .00256 *(V) ^2*ImpFac *Kh *Kht*Kd 0.85 1.00 46.32 Case B Surface GCpf +GCpi -GCpi qh (pst) Min P (Pst) Max P fist) 1 -0.45 0.18 -0.18 46.32 -29.18 -12.51 2 -0.69 0.18 - 0.18 46.32 -40.30 -23.62 3 -0.37 0.18 -0.18 46.32 -25.48 -8.80 4 -0.45 0.18 - 0.18 46.32 -29.18 -12.51 5 0.40 0.18 - 0.18 46.32 10.19 26.87 6 -0.29 0.18 -0.18 46.32 -21.77 -5.10 1E -0.48 0.18 -0.18 46.32 -30.57 -13.90 2E -1.07 0.18 -0.18 46.32 -57.90 -41.23 3E -0.53 0.18 -0.18 46.32 -32.89 -1621 4E -0.48 0.18 -0.18 46.32 -30.57 -13.90 5E 0.61 0.18 -0.18 46.32 19.92 36.59 6E -0.43 0.18 - 0.18 46.32 -28.26 -11.58 * p = qh * (GCpf - GCpi) (.4-4/4 i((q/01-- Page No. 5 of 6 (i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WIND ASCE 7-02 Wind Load Design per ASCE 7-02 Figure 6-5 - External Pressure Coefficients. GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a= 4.7 ==> 4.70 ft 2: -r T a Gabled Roof Theta <= 10 Component Width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (110ftA2) Max Min Max Min Walls 10 3.33 33.30 4 0.82 -0.91 ' 46.18 -50.35 Walls 10 3.33 33.30 5 0.82 -1.09 46.18 -59.01 Cladding 10.00 1 0.30 -1.00 22.23 -54.66 Cladding 10.00 2 0.30 -1.80 22.23 -91.72 Cladding 10.00 3 0.30 -2.80 22.23 -138.04 Cladding 68.00 1H 0.22 -1.62 10.04 -74.89 Cladding 68.00 2H 0.22 -1.62 10.04 -74.89 Cladding 10.00 3H 0.30 -2.80 13.90 -129.70 Cladding 30.00 1 0.25 -0.95 20.02 -52.45 Cladding 30.00 2 0.25 -1.47 20.02 -76.25 Cladding 30.00 3 0.25 -1.99 20.02 -100.47 Cladding 68.00 1 0.22 -0.92 18.38 -50.80 Cladding 68.00 2 0.22 -1.22 18.38 -64.72 Cladding 68.00 3 0.22 -1.38 18.38 -72.48 Cladding 100.00 1 020 -0.90 17.60 -50.03 Cladding 100.00 2 0.20 -1.10 17.60 -59.29 Cladding 100.00 3 0.20 -1.10 17.60 -59.29 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. 46 , Page No. 6 o /2. WIND ASCE 7-02, Wind Load Design per ASCE 7 -02 Description: SHINABERRY Analysis by: JAIME Structure Type Building Basic Wind Speed (V) 146 mph Structural Category II Exposure C Struc Nat Frequency (n1) Hz Slope of Roof (Theta) 23 Deg Type of Roof Gabled Kd (Directonality Factor) Eave Height (Eht) 0.00 ft Ridge Height (RHt) 16.50 ft Mean Roof Height (Ht) 13.15 ft Width Perp. To Wind Dir (B) 50.00 ft Width Paral. To Wind Dir (L) 47.00 ft Damping Ratio (beta) 0.02 Red values should be changed only through Main Menu" Type of Structure Height/Least Horizontal Dim 0.28 Flexible Structure No For rigid structures (Nat Freq > 1 Hz Importance Factor 1 Hurricane Prone Region (V >100 mph) Table CS-4 Values Alpha = 9.500 zg = 900.000 At = 0105 Bt = 1.000 Am = 0.154 Bm = 0.650 Cc = 0.200 1= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Zmin Cc * (331z)"0.167 I *(zm /33) "Epsilon (11(1 +0.63 *((Min(B,L) +Ht) /Lzm)"0.63)) "0.5 0.925* 1 +1.7 *lzm *3.4 *Q 11 +1.7 *3.4 *Izm Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1/6-1/0 iiketor Page No. 1 of 6 rc 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WIND ASCE 7 -02 Wind Load Design per ASCE 7-02 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights (Non - flexible) Elev ft Kz Kzt qz Iblft "2 Pressure (Iblft "2) Windward Wall* +GCpi -GCpi 16.5 0.87 1.00 47.26 23.80 40.48 15 0.85 1.00 46.32 23.16 39.84 Table 6 -7 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 1 -0.18 I •G! ((c (4 Page No. 2 of 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 B WIND ASCE 7 -02 Wind Load Design per ASCE 7 -02 Figure 6 -3 - External Pressure Coefficients, Co Loads on Main Wind -Force Resisting Systems fiiiiiiiiii el M M � N M I Allk IN Theta h L Kh 2.01 *(15/zg) ^(2 /Alpha) 0.85 Kht Topographic factor (Fig 6 -2) 1.00 Qh .00256*(V) ^2*1 *Kh *Kht*Kd 46.32 psf Khcc Comp & Clad: Table 6 -5 Case 2 0.85 Qhcc .00256 *V ^2 *I *Khcc *Kht*Kd 46.32 psf is Leeward Walls (Wind Dir Normal to 50 ft wall) -0.50 -28.03 -11.35 Side Walls -0.70 -35.90 -19.22 Fm d!Normal:to.;Rldge (` itoto 1 t):: fair u No malto.5q: fad -0.25 -18.26 -1.58 0.24 1.24 17.92 -0.60 -31.96 -15.29 -025 -9.92 -9.92 -0.60 -23.62 -23.62 0.80 31.50 31.50 ill No mai -0.90 -43.77 -27.10 - 0.90 -43.77 -27.10 -0.50 -28.03 -11.35 -0.30 -20.15 -3.47 Windward - Max Negative Windward - Max Positive Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang Bottom (Applicable on Windward only) R of i Para to Ridge..( U Theta)-- for' Dist from Windward Edge: 0 ft to 6.575 ft Dist from Windward Edge: 6.575 ft to 13.15 ft Dist from Windward Edge: 13.15 ft to 26.3 ft Dist from Windward Edge: > 26.3 ft * Horizontal distance from windward edge t Page o. 3 of 1063- l� Roof Area (sq. ft.) Surface Cp indward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 is Leeward Walls (Wind Dir Normal to 50 ft wall) -0.50 -28.03 -11.35 Side Walls -0.70 -35.90 -19.22 Fm d!Normal:to.;Rldge (` itoto 1 t):: fair u No malto.5q: fad -0.25 -18.26 -1.58 0.24 1.24 17.92 -0.60 -31.96 -15.29 -025 -9.92 -9.92 -0.60 -23.62 -23.62 0.80 31.50 31.50 ill No mai -0.90 -43.77 -27.10 - 0.90 -43.77 -27.10 -0.50 -28.03 -11.35 -0.30 -20.15 -3.47 Windward - Max Negative Windward - Max Positive Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang Bottom (Applicable on Windward only) R of i Para to Ridge..( U Theta)-- for' Dist from Windward Edge: 0 ft to 6.575 ft Dist from Windward Edge: 6.575 ft to 13.15 ft Dist from Windward Edge: 13.15 ft to 26.3 ft Dist from Windward Edge: > 26.3 ft * Horizontal distance from windward edge t Page o. 3 of 1063- l� Roof Area (sq. ft.) - Reduction Factor 1.00 is Leeward Walls (Wind Dir Normal to 50 ft wall) -0.50 -28.03 -11.35 Side Walls -0.70 -35.90 -19.22 Fm d!Normal:to.;Rldge (` itoto 1 t):: fair u No malto.5q: fad -0.25 -18.26 -1.58 0.24 1.24 17.92 -0.60 -31.96 -15.29 -025 -9.92 -9.92 -0.60 -23.62 -23.62 0.80 31.50 31.50 ill No mai -0.90 -43.77 -27.10 - 0.90 -43.77 -27.10 -0.50 -28.03 -11.35 -0.30 -20.15 -3.47 Windward - Max Negative Windward - Max Positive Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang Bottom (Applicable on Windward only) R of i Para to Ridge..( U Theta)-- for' Dist from Windward Edge: 0 ft to 6.575 ft Dist from Windward Edge: 6.575 ft to 13.15 ft Dist from Windward Edge: 13.15 ft to 26.3 ft Dist from Windward Edge: > 26.3 ft * Horizontal distance from windward edge t Page o. 3 of 1063- l� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Kh = Kht = Qh = WIND ASCE 7-02 Wind Load Design per ASCE 7-02 Figure 6-4 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15/zg) "(2 /Alpha) Topographic factor (Fig 6 -2) 0.00256 *(V) "2 *ImpFac *Kh *Kht*Kd 0.85 1.00 46.32 Case A Surface GCpf +GCpi -GCpi qh (psf Min P (psf) Max P (psf) 1 0.54 0.18 -0.18 46.32 16.63 33.31 2 -0.42 0.18 -0.18 46.32 -27.79 -11.12 3 -0.47 0.18 -0.18 46.32 -29.88 -13.20 4 -0.41 0.18 - 0.18 46.32 -27.42 -10.75 5 0.00 0.18 -0.18 46.32 -8.34 8.34 6 0.00 0.18 -0.18 46.32 -8.34 8.34 1E 0.77 0.18 -0.18 46.32 27.19 43.87 2E -0.67 0.18 -0.18 46.32 -3928 -22.61 3E -0.64 0.18 -0.18 46.32 -38.08 -21.40 4E -0.59 0.18 -0.18 46.32 -35.76 -19.08 5E 0.00 0.18 -0.18 46.32 -8.34 8.34 6E 0.00 0.18 -0.18 46.32 -8.34 8.34 * p = qh * (GCpf - GCpi) /(710e(0 3- Page No. 4 of 6 � r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Kh = Kht = Qh = WIND ASCE 7 -02 Wind Load Design per ASCE 7 -02 Figure 6-4 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15/zg) ^(2 /Alpha) Topographic factor (Fig 6-2) 0.00256 *(V)^2*I mpFac *Kh *Kht*Kd 0.85 1.00 46.32 Case B Surface GCpf +GCpi -GCpi qh (psf) Min P (Psf) Max P (psf) 1 -0.45 0.18 - 0.18 46.32 -29.18 -12.51 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.37 0.18 -0.18 46.32 -25.48 -8.80 4 -0.45 0.18 - 0.18 46.32 -29.18 -12.51 5 0.40 0.18 - 0.18 46.32 10.19 26.87 6 -029 0.18 -0.18 46.32 -21.77 -5.10 1E -0.48 0.18 -0.18 46.32 -30.57 -13.90 2E -1.07 0.18 - 0.18 46.32 -57.90 -41.23 3E -0.53 0.18 -0.18 46.32 -32.89 -1621 4E -0.48 0.18 -0.18 46.32 -30.57 -13.90 5E 0.61 0.18 -0.18 46.32 19.92 36.59 6E -0.43 0.18 - 0.18 46.32 -2826 -11.58 * p = qh * (GCpf - GCpi) /4: ,,t7(6_k Page No. 5 of 6 4 (Q 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WIND ASCE 7-02 Wind Load Design per ASCE 7-02 Figure 6-5 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a= 4.7 ==> 4.70 ft a a a a Gabled Roof 10 < Theta <= 45 2: 1 : 2 Component Width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (Ibift"2) Max Min Max Min Walls 10 3.33 33.30 4 0.91 -1.01 50.39 -55.02 Walls 10 3.33 33.30 5 0.91 -1.22 50.39 -64.64 Cladding 10.00 1 0.50 -0.90 31.50 -50.03 Cladding 10.00 2 0.50 -2.10 31.50 -105.62 Cladding 10.00 3 0.50 -2.10 31.50 -105.62 Cladding 68.00 1H 0.33 -0.82 15.45 -37.83 Cladding 68.00 2H 0.33 -2.20 15.45 -101.91 Cladding 10.00 3H 0.50 -3.70 23.16 -171.39 Cladding 30.00 1 0.40 -0.85 27.08 -47.82 Cladding 30.00 2 0.40 -1.77 27.08 -90.15 Cladding 30.00 3 0.40 -1.77 27.08 -90.15 Cladding 68.00 1 0.33 -0.82 23.79 -46.17 Cladding 68.00 2 0.33 -1.52 23.79 -78.62 Cladding 68.00 3 0.33 -1.52 23.79 -78.62 Cladding 100.00 1 0.30 -0.80 22.23 -45.40 Cladding 100.00 2 0.30 -1.40 22.23 -73.19 Cladding 100.00 3 0.30 -1.40 2223 -73.19 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. itkee,) Page No. 6 of 6 (9 1 1 TRUSS CODE st -1 1 1 1 1 TRUSS ANALYSIS OF REACTIONS PROJECT SHINABERRY 'itch = / 12 Span L (ft) = AD L o s 1- WIND LOADS s ( +) = 48 W1 ( -) = 158 = 13 1 R. Cantilever L. Cantilever L'c1 (ft) = Lc1 (ft) = Number of ditributed loads N. of point Toads = Wc1 ( +) = 31 Wc1 ( -) = 204 2- DEAD LOADS Number of ditributed loads = f` N. of point Toads = Wc1 = 50 L1= 50 L 13 11= __ ..._____...........__.________. I 3- LIVE LOADS Number of ditributed Toads = 1`? N. of point Toads = Wc1 = 60 W1 = 60 1_1 = 13 ILEACTIONS 1- WIND Down RA = 307,2 Down RB = Uplift RA = 1074.2 Uplift RB = 1 2- DEAD RA = 358.5 RB = 3- LIVE RA = 430.2 RB 1 1 Total reaction (lb) Min. Bearing with (in) 1096 Down -859 Uplift 0.19 1096 Down 0.19 -859 Uplift � /i/°-2 O l GASs Title : Dsgnr: Description : Scope : Job # Date: 7:46PM, 8 NOV 05 Rev: 560000 User: KW -0603208, Ver 5.6.0, 2-Sep -2002 (c)1983 -2002 ENERCALC Engineering Software Description Masonry Wall Design Page Masonry Wall General Information Calculations are designed to 1997 UBC Requirements Wall Height Parapet Height Thickness Rebar Size Rebar Spacing Depth to Rebar 10.00 ft 0.00 ft 8.0 in 5 32 in 3.810 in Seismic Factor CaicofEm =fm* Duration Factor Wall Wt Mult. @ Center 0.0000 fm 1,500.0 psi 900.00 Fs 24,000.0 psi 1.330 Special Inspection 1.000 Grout @ Rebar Only Normal Weight Block Equivalent Solid Thickness 4.900 in Loads Uniform Load Dead Load Live Load Load Eccentricity Roof Load 0.000 #/ft 0.000 #/ft 0.000 in Concentric Axial Load Dead Load Live Load Roof Load 0.000 #/ft 0.000 #/ft Wind Load 60.000 psf E 1,350,000 psi n : Es /Em 21.481 Wall Weight 58.000 psf Rebar Area Radius of Gyration Moment of inertia Max Allow Axial Stress = 0.25 fm (1- (h/140r) "2) * Spinsp Allow Masonry Bending Stress = 0.33 fm * Spinsp = Allow Steel Bending Stress = 0.116 in2 2.487 in 363.660 in4 330.45 psi 495.00 psi 24,000.00 psi np k 0.05462 j 0.28038 2 / kj 7.86864 0.90654 Load Combination & Stress Details Summary Top of Wall DL + LL DL + LL + Wind DL + LL + Seismic Between Base & Top of Wall DL + LL DL + LL + Wind DL + LL + Seismic Moment in-# 0.0 0.0 0.0 0.0 9,000.0 0.0 Axial Bending Stresses Axial Maximum: Load Steel Masonry Compression fb/Fb + fa/Fa Ibs psi psi psi fss 0.0 0.0 0.0 0.00 0.0000 0.0 0.0 0.0 0.00 0.0000 0.0 0.0 0.0 0.00 0.0000 290.0 0.0 0.0 4.93 0.0149 290.0 22,414.9 406.5 4.93 0.9340 290.0 0.0 0.0 4.93 0.0149 Summary Wall Design OK 10.00ft high wall with 0.00ft parapet, Normal Block w/ 8.00in wall w/ #5 bars at 32.00ino.c. at center Governing Load Combination is.... Dead + Live + Wind Between Top & Bottom Masonry Bending Stress Steel Bending Stress Masonry Axial Stress Combined Stress Ratio 406.55 psi 22,414.91 psi 4.93 psi 0.9340 < 1.3300 (allowable) Final Loads & Moments Wall Weight moment @ Mid Ht Dead Load Moment @ Top of Wall Dead Load Moment @ Mid Ht 290.00 lbs 0.00 in4 0.00 in4 Live Load Moment @ Top of Wall 0.00 in-# LiveLoad Moment @ Mid Ht 0.00 in-# Maximum Allow Moment for Applied Axial Load = Maximum Allow Axial Load for Applied Moment = Wind Moment @ Mid Ht Seismic Moment @ Mid Ht Total Dead Load Total Live Load 9,636.44 in-# 19,430.63 Ibs 9,000.00 in4 0.00 in4 0.00 Ibs 0.00 lbs ./(6-t 774,- 2' Title : Dsgnr: Description : Scope : Job # Date: 7:17PM, 10 NOV 05 Rev: 560000 User. KW-0603206, Ver 5.6.0, 2-Sep-2002 Concrete Rectangular & Tee Beam Design (c)1963 -2002 ENERCALC Engineering Software Page 2 Description Door Opening Evaluate Moment Capacity... X : Neutral Axis a = beta * )(neutral Compression in Concrete Sum [Steel comp. forces] Tension in Reinforcing Find Max As for Ductile Failure... X- Balanced )(max = Xbal * 0.75 a -max = beta * Xbal Compression in Concrete Sum [Steel Comp Forces] Total Compressive Force AS Max = Tot Force / Fy Actual Tension As Center 1.605 in 1.364 in 37.108 k 0.000 k - 37.200 k 8.138 in 6.103 in 6.917 in 141.109 k 0.000 k 141.109 k 2.352 in2 0.620 OK Left End 1.290 in 1.097 in 29.825 k 0.000 k - 29.688 k 1.184 in 0.888 in 1.006 in 20.525 k 0.000 k 20.525 k 0.342 in2 0.000 OK Right End 1.290 in 1.097 in 29.825 k 0.000 k - 29.688 k 1.1837 in 0.888 in 1.006 in 20.525 k 0.000 k 20.525 k 0.342 in2 0.000 OK Neutral Axis Igross (cracked Elastic Modulus Fr= 7.5 *Pc".5 Z:Cracking Eff. Flange Width 3.565 in 2,730.67 in4 638.20 in4 3,605.0 ksi 474.342 psi 55.136 ksi 8.00 in Mcr Ms:Max DL + LL R1 = (Ms:DL +LL) /Mcr Ms:Max DL +LL +ST R2 = (Ms:DL +LL +ST)/Mcr I:eff... Ms(DL +LL) I:eff... Ms(DL +LL +ST) 13.49 k -ft 8.45 k -ft 1.597 8.45 k -ft 1.597 2,730.667 in4 2,730.667 in4 (per ACI, applied intemally to entered loads) ACI 9-1 & 9-2 DL ACI 9-1 & 9-2 LL ACI 9-1 & 9 -2 ST ....seismic = ST * : 1.400 1.700 1.700 1.100 ACI 9 -2 Group Factor ACI 9 -3 Dead Load Factor ACI 9 -3 Short Term Factor 0.750 0.900 UBC 1921.2.7 "0.9" Factor 0.900 1.300 UBC 1921.2.7 "1.4" Factor 1.400 ./('-', jt Veeetic 2 Z Title : Dsgnr: Description : Scope : Job # Date: 7:43PM, 8 NOV 05 Rev: 560000 User: KW- 0603206, Ver 5.6.0, 2- Sep -2002 (c)1983 -2002 ENERCALC Engineering Software General Timber Beam Description Joist Page General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 3x10 Center Span 10.00 ft 2.500 in Left Cantilever ft 9.250 in Right Cantilever ft Sawn Southem Pine, No.2 2 -4 Thick, 10 Wid Fb Base Allow 1,050.0 psi 1.250 90.0 psi Pin -Pin 565.0 psi 1,600.0 ksi Lu Lu Lu Fv Allow Fc Allow E 10.00 ft 0.00 ft 0.00 ft Repetitive Member Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary , DL DL DL 50.00 #/ft #/ft #/ft LL LL LL 100.00 #/ft #/ft #/ft Span= 10.00ft, Beam Width = 2.500in x Depth = 9.251n, Ends are Pin -Pin Max Stress Ratio 0.457 ; 1 Maximum Moment 1.9 k -ft Allowable 4.1 k -ft Max. Positive Moment 1.87 k -ft at 5.000 ft Max. Negative Moment 0.00 k -ft at 0.000 ft Max @ Left Support Max @ Right Support Max. M allow fb 631.12 psi Fb 1,381.97 psi 0.00 k -ft 0.00 k -ft 4.11 fv Fv 41.25 psi 112.50 psi Beam Design OK Maximum Shear * 1.5 1.0 k Allowable 2.6 k Shear. @ Left 0.75 k @ Right 0.75 k Camber @ Left 0.000 in @ Center 0.064in @ Right 0.000 in 0.25 k Max 0.75 k Max 0.75 k Reactions... Left DL Right DL 0.25 k Stress Calcs Bending Analysis Ck 28.316 Cf 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 18.505 ft 18.132 Max Moment 1.87 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.95 k 8.480 in2 112.50 psi 0.75 k 0.75 k Sxx 35.651 in3 CI 0.916 Sxx Req'd, 16.28 in3 0.00 in3 0.00 in3 @ Right Support 0.95 k 8.480 in2 112.50 psi Bearing Length Req'd Bearing Length Req'd Area 23.125 in2 Allowable fb 1,381.97 psi 1,509.38 psi 1,509.38 psi 0.531 in 0.531 in Query Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear 0.75 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in 23 Title : Dsgnr: Description : Scope : Job # Date: 7:38PM, 8 NOV 05 Rev: 560000 User. KW -0603206, Ver 5.6.0, 2- Sep -2002 (c)1983 -2002 ENERCALC Engineering Software Description Joist Ledger Timber Ledger Design Page General Information Ledger Width Ledger Depth Ledger is Bolted to Concrete Bolt Diameter Bolt Spacing Load Duration Factors... Live Load Short Term Calculations are designed to 1997 NDS and 1997 UBC Requirements 3.000 in 9.250 in 3/4" Uniform Load... Dead Load Live Load 132.00 #/ft 262.00#/ft 24.000 in Horizontal Shear 0.00 #/ft Southem Pine, No.2 2 -4 Thick, 10 Wid 1.250 Fb Allowable 1,050.0 psi 1.330 Fv Allowable 90.0 psi Point Load... Dead Load Live Load Spacing Offset 0.00 Ibs 0.00 Ibs 0.00 ft 0.00 in Ledger Stresses Load Combination : Maximum Moment Bending Stress Stress Ratio MaximumShear Shear Stress Stress Ratio DL + LL 1,576.00 in-# 36.84 psi 0.028 553.04 lbs 19.93 psi 0.177 DL + ST 528.00 in-# 12.34 psi 0.009 185.28 Ibs 6.68 psi 0.056 DL + LL + ST 1,576.00 in-# 36.84 psi 0.026 553.04 lbs 19.93 psi 0.166 Bolt Loading Note: Bolt Design Value from NDS 8.2 / UBC 23 Using :Southern Pine Stress Summary Max. Vertical Load Allow Vertical Load Max. Horizontal Load Allow Horizontal Load Angle of Resultant Diagonal Component Allow Diagonal Force Final Stress Ratio DL+LL 788.00 Ibs 3,687.50 lbs 0.00 lbs 7,687.50 lbs 90.0 degrees 788.00 lbs 933.83 lbs 0.844: 1.00 DL + ST 264.00 Ibs 3,923.50 lbs 0.00 Ibs 8,179.50 lbs 90.0 degrees 264.00 Ibs 979.18 lbs DL +LL +ST 788.00 Ibs 3,923.50 Ibs 0.00 Ibs 8,179.50 Ibs 90.0 degrees 788.00 lbs 979.18 Ibs 0.270 : 1.00 0.805 : 1.00 Stress Summary Wood Bending Stress Ratio Wood Shear Stress Ratio Bolt Stress Ratio Wood Stress & Bolts OK DL+LL DL + ST DL +LL +ST 0.028 : 1.00 0.009 : 1.00 0.026 : 1.00 0.177 : 1.00 0.056 : 1.00 0.166 : 1.00 0.844 : 1.00 0.270 :1.00 0.805 :1.00 :ii_.: //Po 29 Title : Dsgnr: Description : Scope: Job # Date: 7:36PM, 8 NOV 05 Rev: 560000 User: KW- 0603206. Ver 5.6.0, 2- Sep -2002 (c)1983 -2002 ENERCALC Engineering Software Description Truss Ledger Timber Ledger Design Page General Information Ledger Width Ledger Depth Ledger is Bolted to Concrete Bolt Diameter Bolt Spacing Load Duration Factors... Live Load Short Term Calculations are designed to 1997 NDS and 1997 UBC Requirements 3.000 in 11.250in 3/4" Uniform Load... Dead Load Live Load 180.00#/ft 370.00 #/ft 16.000 in Horizontal Shear 0.00 #/ft Southem Pine, No.2 2 -4 Thick, 10 Wid 1.250 Fb Allowable 1,050.0 psi 1.330 Fv Allowable 90.0 psi Point Load... Dead Load Live Load Spacing Offset 0.00 lbs 0.00 Ibs 0.00 ft 0.00 in Ledger Stresses Load Combination : Maximum Moment Bending Stress Stress Ratio MaximumShear Shear Stress Stress Ratio DL + LL 977.78 in-# 15.45 psi 0.012 485.55 lbs 14.39 psi 0.128 DL + ST 320.00 in-# 5.06 psi 0.004 158.91 lbs 4.71 psi 0.039 DL + LL + ST 977.78 in-# 15.45 psi 0.011 485.55 lbs 14.39 psi 0.120 Bolt Loading Note: Bolt Design Value from NDS 8.2 / UBC 23 Using :Southern Pine Stress Summary Max. Vertical Load Allow Vertical Load Max. Horizontal Load Allow Horizontal Load Angle of Resultant Diagonal Component Allow Diagonal Force Final Stress Ratio Summary DL + LL 733.33 lbs 3,687.50 lbs 0.00 Ibs 7,687.50 Ibs 90.0 degrees 733.33 Ibs 933.83 lbs 0.785 : 1.00 DL +ST 240.00 Ibs 3,923.50 Ibs 0.00 lbs 8,179.50 Ibs 90.0 degrees 240.00 Ibs 979.18 Ibs DL +LL +ST 733.33 Ibs 3,923.50 Ibs 0.00 Ibs 8,179.50 Ibs 90.0 degrees 733.33 Ibs 979.18 Ibs 0.245 : 1.00 0.749 : 1.00 Stress Summary Wood Bending Stress Ratio Wood Shear Stress Ratio Bolt Stress Ratio DL + LL 0.012 : 1.00 0.128 : 1.00 0.785 : 1.00 Wood Stress & Bolts OK DL + ST DL +LL+ST 0.004 : 1.00 0.011 : 1.00 0.039 : 1.00 0.120 : 1.00 0.245 : 1.00 0.749 : 1.00 ,/4/05- 2� FOUNDATION CHECK 26" FOUNDATION CHECK Truss Reactions Uplift = - 8591b/ 2 Ft = -429.5 lb/Ft Down = 1096 Lb /2 Ft = 548 lb/Ft Wall = 65 PSF Wall weight = 9 Ft (Height) x 65 PSF Wall weigth = 585 Lb > 429.5 Lb Uplift OK. Foundation Beam Check 2# 5 f---► 16" 12" 16" = 1.33f Soil pressure = 548 lb/ f + 585 lb/ f /1.33 ft = 1133 lb /f /1.33 f = 851.8 PSF OK. 2 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) F.E.C.P. Corporation — Cast -Crete Division P.O. Box 24567 Tampa, Florida 33623 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast- Crete" 8 inch High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details ", sheet 1 of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables ", sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT TING: Large and Small Missile Impact LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo.. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 0209.03 & consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 03 -0605.05 Expiration Date: 05/21/2006 Approval Date: 08/07/2003 Page 1 2 8 • • MN • • MO 1 I I = OM MI I = I UM ME •A• STIRRUPS ALL =SS UM8L4 TYPE 'S" STIRRUPS ILL 0689 UMW •Ir Pr • TTPE " SITRILPS ® HIGH STRENGTH PRECAST AND ® PRESTRESSED CONCRETE LINTELS "'T' \ I r-' I. —.cri r. + i r I f s 'Tr.�- " ',. 111111111111111111 1C NM sm. ---/ V SPASMS 10" S" f , •A" 80119X Sv[4 awl'. " Ma was =US PRECAST UNTEL CAGE FABRICATION MODEL <' MUSS _REINFORCING A" $49810'5 T1PL ^0' SIMEIIP4 V TOP S1E4 UMW TYROL Ai [NOB Ti T ,/5• r 1M' "4" SUMP SPASMS 1 ,/r ' ,M" • 0' PR .ASI y// "RECESS 0000 L-LNTn 8" 0855851 - UINTEL 2E0 U UNTP1 Y PRESTRESSED LINTEL REINFORCING CAGE FABRICATION MODEL r ' TYPE "A" STIRRUPS b 7/32 "A BAR STIRRUPS 5 TYPE "8" STIRRUPS b"t 1 e/i[ / 9 .4 se/S" y l /4" 5 1M 7 A l /s-y ' ° 1„ �y 7/18"( 4 4/4" r/IB"L ,$Tram ilMFDLH �� 5 , �5xa r4ral - i.1 11 1 /"a "8 7/32 "A BAR STIRRUPS % M '%, , �~ , STIRRUP DETAILS STIRRUP DETAILS ��w�, - "�1111nr =1fYM 4" SCAM M.T.& 1 1• . 14: 11" �� < ^�lr4_�. 1 1" R04LD SAS. • - " 9 . • 8" PRESTRESSED U- LINTS. 8" PRFC ST U- LINTFI Ar aL¢O ... 8" PRESTRESSED U- LINTEL DATA TABLE 8" PRECAST U- LINTEL DATA TABLE GENERAL NOTES; N YO 1 �It ?�i07iit7i.i,4M 'F -' L 16.1101 iit1� L ME war LO8 iaj;i?, ■Ei!'0 ;��1{ii?llna:'n� SP STIRRUPS UNTEL 41 YOI�(�ME CY LBS A =tam.-1�7��..1!�•i "LL7 r77 '— ": + -!:'+. 1. BEINFO8pf10 BTERt 7/32 Bos ASTN ROM 83 //, 1. Jixrvriso STRENGTH, PRESTRESSED AND 0 ROAR GRADE 80 ASTM A618, 7/18 INCH LIIITELS .. 3800 PSI. 14 -8 0.134 542 7 32 8AR 14 -6 4 0 3'-O" 6 �� QL 18' -4" 0.140 567 REM T 32 BAR 1S' -2' 4 0 S' -2° 9 IEENIKEEIIIIECIII( ��'E'1.1•,V4 113:31111711111ELAIIIIMEINVIZIMICEEIMilL1 � !�:7�Q�{%;;R;� ,,r�.7„ rt.�; Q NCTLII SALTER 27O09I LOW-RELAXATION PRESTRES51N0 8. HOTEL THE TOTAL NUMBER OC STIRRUPS SWARD AgTN M16. 98055RED IS COUNTED SOMA FROM EACH 2• CONCRETE STRENGR61 fm a 8000 PO FOR e° END OF THE REIN5ORCMO CAOEI FOR EXAMPLE P53TIASSEO LINTELS, Ym . 3800 PO FOR AU. - NO. OF STIRRUPS v A, THEN THE PRECAST 8 INCH LINTELS. REINFORCING CAGE NDOEI. SNOWS 2 STIRRUPS 3' INITIAL PRESTRESS FORCE a 0.70 5 tpu. FROM EACH ENO. T -4 0.158 8 W/Til'IlLiCE3iFIFT' ;T J 1 -2 19' -2' 4 O 3' -8° 4 O 4.-2a 9 9 . � �E- ©ai �� 19 -4 5.176 713 fiencruhmaupi 21'-4° 0.194 Q i 7/32 BAR 21' -2" B O 3' -8 3/4" 10 767 , ! E�IIIMIlEiii['.�',...�EEVIIIII �E '�''E� U -T 7 l3ClM I 22' -0° 0.200 7/32 BAR 21' -10° 5 O 3' -10 3/8" 10 � +L LFAI all * c ®I �FE �mI>L�,i,. F3i7 F5irr4] " PRODUCT REVISED CT'R as rnm with the Florida °°��Tf 24' — 0.219 888 Mil 7f32 BAR 2S' -10" 5 O 4' -3 t f8° 16 °� #I • 18 -0 [IEIEMIEEMIE E A" IMMilliblEil 8" PRECAST W/ 2" RECESS DOOR U-UNTEL DATA TABLE ITErilinEINIZEI -' ' ilM41iQIi IBMIIIMIIIMAIF F, IECIil llliEiEali LEL [ , I n k : L14iGL:l t ro ME WrClr D[- ti- CTu"Fli �iV0�7ifid3.Ti , 11 -ua.MWWF4:11111�1!�:C�i7 ?f �- -`ii: ��:�. ��ELIIK '9.T.1IFAIMQLF�i�' Qom' il�izall cTi' �7 . IE�ia''.''�..�7' LF1 Firm 2' -8" 4' -4" 3' -0" 0.036 146 • 4 geo ♦ '.364 ©-T AecorosoN • -D fa 05. 0s 3' -0" 4 6" 3' -4" 0.037 190 !' Cn • CIL1 4 CNAIapPoRRIMV EBpf :nDRDDrec �Ar�[ •Os [IiIrF 'im+ liFSarki�i�.:.Jrn gr�7fr ElOivll OmiE1�iIL1C3i�ELlaISSiL�7:+iPli fltTaTTlEimi ©Q IS PROVIDED 4CA578. By 4.... /Br E Vim �,�,G1:77 Tl,i V}Ti�' €l liT.1[. •,� ©(;>] 8 6 THIS PROPRIETARY INFORMATION FOR PRODUCT APPROVAL IT is PROTECTED 9Y COPYRIGHT LAWS AND CANNOT BE REPRODUCED OR DISTRIBUTED WO4OUT THE PRIOR WRITTEN CONSENT OF FECP CORPORATION. .. MOW � 1 :1:34475 Div�4 , .., COIROF FL P.E. LIC:NO. 447J�8 �� 0.060 EOM '�7'In� "F. J��[$L`��i/A ®�E�7�R1,V811 L' i ® U/i ?Cl'.INIIIMIEN1111•111111DAIQ7H1 ' a8EBVmEa1 OP NWT RON) WS. ORE MILE Nom or 1 -4 P.O. BOX .. sns " CAST—CRETE 8 LINTEL FABRICATION DETAILS AlCd1 Ai[ [d21.141117N*11.11NPll`[0`R �41.imPl>�iIling 4L" e14.l4011134YARCIr lrgi�lilt;b)•�fEVAPInRl - a J TII" � Y � ,.> �'° OM TOP/A FL 4.63423 rx ste. Rts- 821 -4841 MO 115 -528 -3802 �� F t-P. � P ' FILE NAIE: DBSU89.� DRAWN BY: ,q}FR HOT SCAM NOT W SCALE FLORIDA ENGINEERED CONSTRUCTION PRODUCTS CORP. DATE: 00/07/06 595x68 DT, CRAM PARDO, PE. - G. 80. 44756 ORAWtl18 O. FOB SHEET 1 00 1 MI E = I ME M M M = MI NM = NM MN = NM NM ® M SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U- LINTELS 8" PREC SAFE LATERAL LOADS FOR AST & PRESTRESSED U-UNTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U- LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD •nar-pOitarre SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 876 -08 8712 -OB 8716-GB 8720 -08 8724 -06 BF28 -OB 8F32 -09 TYPE LENGTH 8U8 8F8 REINF. CMU* �-- �� TYPE LENGTH � 878 -1T 8F12 -1T 8716 -IT 8720 -IT 8724 -11 8F28-17 8F32- IT 878-18 9F12 19 BFi6 -iB BF20 -18 BF24 -1B 8728 -18 BF32 -1B SF8 -2T 8712 -2T 8716 -2T 8720-27 8724 -2T 8F28 -2T 8732 -2T 2'- 10 "(34"j PRECAST 2231 3069 4605 6113 7547 6974 10394 11649 2'- 10 °(34") PRECAST 1293 1642 2135 2'- 10 °(34 ") PRECAST 1872 3173 4460 5747 7034 8321 9608 3069 4655 6113 7547 8974 10394 11809 1972 3173 4460 5747 7034 8321 9608 3' -6" (42°} PRECAST 2231 3059 3719 5163 5607 6054 9502 10951 3' -6" (42"j PRECAST 1025 1024 1830 3' -6" (42 ") PRECAST 1569 2524 3547 assn 5591 6613 7636 3089 4605 6113 7547 8974 10394 11809 1569 2524 3547 4589 5591 6613 7636 4' -0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 4' -0' (48°) PRECAST 765 763 1365 4' -0" (48 ") PRECAST 1363 2192 3079 3966 4853 5740 6827 2693 4805 6113 7547 8974 10394 11809 1393 2192 3079 3966 4853 5740 6627 4' -6" (54 ") PRECAST 1599 1966 2110 2931 3753 4576 5400 6224 4' -6" (54") PRECAST 592 591 1057 4' -6' (54 ") PRECAST 1207 1940 2724 3508 4292 5077 5861 2189 4375 6113 7547 8672 10294 11809 1207 1940 2724 3508 4292 5077 5861 5' 4° (64 °) PRECAST 5'- 10 ° {70 ") PRECAST 6' -6° (78 ") PRECAST 1217 1062 908 1349 1438 1999 2560 3123 3686 4249 5' -4" (64") PRECAST 411 411 734 5' -4° (64 °) PRECAST 1016 1632 2290 2949 3607 4265 4924 1663 1451 1238 3090 �� 2622 2177 5385 3480 2090 ter 3031 3009 1016 1832 2290 2949 3607 4265 4924 5`- 10 °(70 °} PRECAST 340 339 607 5'- 10 °(70 °} PRECAST 909 1492 2093 2694 3295 3897 4498 !!z 3707 4,383 !� 5581 929 1492 2093 2694 3295 3897 4498 6' -6" (78") PRECAST 507 721 483 6' -6° (78°) PRECAST {w 1340 lean 2419 2959 3498 4038 1238 2177 3480 5381 8360 103',•, 8825(+q 835 1340 1880 2419 2959 3498 4038 7' -6" (907 PRECAST 743 1011 1729 2632 2205 2698 3191 3685 7' -6° (90') PRECAST 424 534 357 7' -6' (90') PRECAST 727 +, 1021 1634 ., 2102 n. 2571w, 3039 •, 3508 ,; 1011 1729 2861 3898 5681 8467{ ,; 6472 .„ 727 1166 1634 2102 ®� 9' -4° (112") PRECAST 554 899 1160 1625 2564 3486 2818 3302 9' -4" (712 PRECAST 326 512 227 9' -4° (1121 PRECAST 591 680 1133 , 1326 amarmarmEgemor 1705 2483 2842 752 1245 1843 2564 3486 4705,,, 6390{, 591 851 10' -6° {1267 PRECAST 475 535 8990 1247 2093 2777 2163 2536 10'-6" (126°) PRECAST 284 401 178 10' -S° (126 °) PRECAST 530 552 914 ., 1185 ,, 1732 r 2007 ., 643 1052 1533 2093 2781 3843.,, 4754 ,;, 530 S88 1183 1526 1865 2204 1 t' -4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4 11' -4" (136°) PRECAST 260 452 152 11' -4" (136') PRECAST 474 495 798 ., 1034 U; 1272 ., 1510 s 582 945 1388 1846 2423 3127 44)06 494 599 1028 1422 1738 2053 2369 12' -0" (144°} PRECAST 337 540 873 1254 1664 2193 2805 3552 12' -0° (144°} PRECAST 244 402 135 12' -0" (144 ") PRECAST 470 441 723 p 936 (R 1151( . 1368 : 1582 (16 40 873 1254 1684 2193 2805 3552 470 543 928 1349 1649 1948 2247 13' -4° 160 PRECAST { 296 471 755 1075 1428 1838 2316 2883 13' -4° (160') PRECAST 217 324 109 13' -4" (160") PRECAST 416 373 606 783 { , 962 11415 1321 ,,, 471 755 1075 1428 1838 2316 2883 428 455 770 1145 1444 1718 1993 14'- 0"(168' PRECAST 279 424 706 1002 1326 1697 2127 2830 14' -0 "(168°) PRECAST 205 293 98 14' -0 "(168°) PRECAST o- 348 559 10 723 887 , + t�zT 12180 442 706 1002 1326 1697 2127 2630 410 420 709 1050 1434 .,, 1694 ,:, 1954 14' -8 "(176"} PRESTRESSED N.R. RR NR NR NR NR NR NR NR 14'-8" (176•) PRESTRESSED N.R. 284 89 14' -8 °(176") PRESTRESSED 246 323 671{ 8231, 98726801 (u 458 1370 1902 2245 2517 2712 246 390 655 b55 968 1324 10 11817249 1874 {n 15' -4 "(184"} PRESTRESSED N.R. NR NR NR NR KR NR 15' -4 °(184°} PRESTRESSED N.R. 259 82 15' -4 °(184°) PRESTRESSED 224 302 445 6261 • 767 y; 909 1052 412 710 1250 1733 2058 2320 2513 230 364 609 897 Emramerir 17' -4 "(208 °) PRESTRESSED N.R. NR NR NR NR NR NR NR 17'-4" (208") PRESTRESSED N.R. 194 63 17' -4 "(2081 PRESTRESSED 187 255 404 a 520 .,�r�T;�r 300 548 950 1326 1609 1849 2047 192 303 500 732 lass {, 1470{ 19' -4 °(232') PRESTRESSED N.R. NR NR NR NR NR NR NR 19' -4 "(232") PRESTRESSED N.R. 1 48 51 19'- 4'(232') PRESTRESSED 162 222 347 „ 448 a bas •, 748 235 420 750 1037 1282 1515 1716 186 261 424 616 1057 {. 1225 24 21'-4° (256 °) PRESTRESSED N.R. NR NR NR NR NR NR 21' -4 °(256") PRESTRESSED N.R. 125 42 21'- 4'(256") PRESTRESSED 142 798 308 , 393 n:fiil'[ @: 567 , 854 ,,. 180 340 598 845 in 1114 1359 1468 142 230 389 531 1046 22'- 0'(264") PRESTRESSED N.R. NR NR NR rat NR t42 22'- 0'(264') PRESTRESSED N.R. 116 39 22'- 0'(264°) PRESTRESSED 137 192 295 u 378 0 629 ,, 165 315 550 784 1047 1285 1399 137 221 354 508 861 997 { .. 24' -0 "(288") PRESTRESSED N.R. " NR NR NR NR IOi RR 24'- 0'(288") PRESTRESSED N.R. 91 33 24'- 0'(288°) PRESTRESSED 124 175 267 .: 341 491 {. 566 {,:; 129 250 450 654 884 1092 1222 124 200 316 450 600 NM (f) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (11) THE NUMBERS.16 PARENTHESIS ARE PERCENT REDUCTIONAonuc. isE, GR40 FIELD ADDED REBAR. SEE NOTE N0. 4 FOR 0940 FI D ADDED SEE NOTE N0. 4 sornmpb'M8�h4 Wa Florida .. teoo3 o b 95.95 CRAIG `. Eop14a nale • 'rani . a 6 PARRINO 6324CR579 3� &i' Bs a'A.." <• i!__ SEE GENERAL NOTES - SHEET 2 OF 2 SEFPNER.FL 33564 Dh4son `�'rodnn °"1"1 F1.. P,E, LTG. NO �A'me 1111®1�8R OP `" "" "°'�°� DOV ROAD 978, ONE WtE NDR1i1 I-4 MU! CAST - -CRETE 8" LINTEL SAFE LOAD TABLES AIMId>I.1a:_ze :L U01IL144,1<1.1��IMKT • �� U7 •8 I , .sal,. '.. weo,+,r _ 29 5(g)1.3)872'12-74-iii 687 TAMPA, FLORIDA 33813 FA% (813) 630 -3EM r I� 6., 1", 70.E NAME: 085092.D�G 9RAWN 9!: 1 inn SCA(Et N.LS. fi"r�Q AI ' 98 FLO IDA ENGINEERED CONSTRUCTION PRODUCTS CORP. OATS: 6/47/96 CHECKED ITT: CKAC PAM, P.E. - RED. M0. 44768 (56000 t N0. 118 6NEE1 1 OF 2 � SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U- LINTELS SAFE ! 2" RECESS DOOR FOR U- SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2° RECESS DOOR U- LINTELS 8" PRECAST oaf 2° RECESS DOOR U•LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE FOB 4egiser4tone SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8R76 -08 8RF10 -D6 89E14 -08 89718-08 69E22-08 88725 -08 Sf630 -08 � 1YPE LENGTH ` _ 8RU6 8RF6 REIN F. CMU `� TYPE LENGTH �8 -1T 88710 -1T 59714 - 11 812F18-11-813922-1T 68026 - 1788030 -17 888 -18 80010 -15 816'14-18 89718 - 18188022 -19 89726 -18 880'30 -18 8926 -27 891F10 -21 88714 -27 58018 -27 88022 -21 810826 -24 88030 -2T 4' -4" 52 PRECAST ( 1635 1749 3355 3280 4349 5421 6493 7557 4' -4 °. (52 ") PRECAST 758 757 1365 4' -4" (52 ") PRECAST 905 1748 2635 3522 4409 5296 6133 1891 3999 5206 6639 8690 9479 10893 905 1748 2535 3522 4409 5296 6183 4' -6" (54' PRECAST 1494 1596 3063 2992 3968 4946 5924 690+ 4' -6" (54") PRECAST 694 693 1249 4' -6° (54 °) PRECAST 867 1675 2525 3374 4224 5074 592+ 1758 3699 5206 6639 8060 9479 10863 867 1675 2525 3374 4224 5074 5624 5' -8" (68") PRECAST 856 929 1770 1716 2277 2639 34(72 3986 5' -8" (68") PRECAST 408 407 734 5' -8° (68°} PRECAST 675 1301 1960 2618 3277 3935 4594 1167 2481 4567 5389 80806e1 7917(0 9311t0 675 1301 1960 2618 3277 3935 4594 5'-10° (701 PRECAST 810 859 1853 1600 2124 2649 3174 3700 V- 10 "(70"j PRECAST 382 381 687 5'- 10 "(70 ") PRECAST 1262 1900 2538 3176 3835 4453 1113 2342 4242 6639 fag 8080p0 7402017 8706 pa} 655 1282 1900 2538 3176 3815 4453 6' -B" (80 ") PRECAST 797 901 1825 3120 5048 7747 9448 7369 6' -8" (80") PRECAST 595 788 510 6' -8" (80 ") PRECAST 570 1012 1651 2204 2756 3312 3865 001 1825 3120 5048 7915 9479 10893ou 570 1097 1651 2204 2758 3312 3865 7' -6" (90 ") PRECAST 669 755 1490 2459 3776 5743 7239 5623 7' -6" (90°j PRECAST 509 674 393 7' -6" (90") PRECAST 506 797 1482 1952 m 2442 01 2531 to 3257 755 1490 2459 3776 5743 8998(0 1089301 506 967 1462 1952 2442 2931 3421 9' -8" (116") PRECAST 411 466 1568 2253 3129 4091 3146 9' -8" (116"} PRECAST 370 490 227 9' -8" (116 ") PRECAST 6091 931 tm 1301(a) 1646p0 1980p51 23220q 526 526 999 1568 2253 3129 4150 58910) 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR • SEE NOTE 18 ( #) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE N0. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GENERAL NOTES TYPE DESIGNATION 1) 6ete4ais: 12) lintels ore manufactured with 5-1/2" tang notches at the info t8 acca8Odete - re 8" cast 0dei " 3500 pd vertkd cep cidorong and grouting. - r0 presOeas0d Coital " 6000 p4 13) the wader surface of lintels installed In exterior manta massey soils shall have 8U8 8F8 8F12 8F16 - re grad = 3600 psi trill, maximum 3/8_040 aggregate a 00a6a9 af 000108 09722 d in accordance mlh AVM 0-926 or Ocher approved oao949. - concrete mospuy mils (0225, ASTN 090 o9h amen= net F • HUED 51]01 69014T / U " DOMED FI' 00290611707 5 RE84R AT I BOTTOM L ntL ' pm oma c Ot 75 r A sbergth " ,900 pd 14) Lintels udder *808000 w tt1°1 c edicalutadgloadin9with O) d aq4 (1�� (tw'(y upf - rebor per ASNA61Sr An 60 — prestressing per MITI per 8016 0416 Crone 270 too remotion - mortar per 7518 0270 Typo Y or 5 Ap724d vertical load Apgar( horizontal load •'` ° 8F16-1B/IT I 2) All safe load tables bused on minimum 4 inch Errand bearing. Safe vertical bed + Sale horizontal toad S 1.0 SsOskli4ai Safe loads for 0024 type 888 45 8RU6 mhm4 50 15) For composite Intel heights not shorn, use 0006 Toad from nod lower height sbosn. NOMINAL WIDTH J ` OUANMY OF ¢5 6001041. 0E04 RE8412 Al TOP reduced by 209 2 hearing length is less than 6 1/2 inches. 16) For lintel lengths rml shown, use sole bad from nest longest length shown. • 3) Provide Tull mortar bed and head joints. 17) Sate beds are superimposed o1o0oWe Made. •...: 95 AT TOP MN 9090 4) 7M number in parenthesis inscotes the percent reeler-5m for t8 AdditioroD Ward toad oa90807 can be 8hlainad by 8w by 9/044105 additional glade 40 fret added tabor. ) designer / 1 -6' Lintel BF32 -18 safe 9 1cod " 6472 0w re Mo Bed concrete n assay abase the lintel. Sea sketch below: 6/ 156 reduLcttiion 4 6472 .85j ° 5601 qt ". • ^ E - t -t 2 WAR = J EMIL AM= 1 : � • Efi 5) A8 lintels t oriniteol Moed X7 -4" and longer meats X� ONO. 11800( ¢5 HEAR AT BOTTOM OF LINTEL CAYftt 9908 RF3N150151 1 tee ie Bmitn4 016201260 melting the Fbdda Building Code Sectiam 1610 or 1612 as apPlbdNe 6) Share l91ed Wets os required. 7) One 97 robs nay be substituted for two 95 rebore. 8) Ins101100on /attochmelt 01 entel must comply soh the architectural and /ar structural dom+menla 9) The designer may evabote concentrated beds from 616 sofa load taaea M calculating the mox'unum rasiN6ng moment and shear at d -ahoy from the face 08 support. 10) 00.8. 0 Dot Rated 11) Bottom field added r4oar to be located 0t the bottom of the lints easily. i/2° CIR TYP F'm- 1500pst e ° mg �;.=. ,'� �. . ..:..' e . SEE SAFE AI. LOAD TABLES RATING 7 -5 • ACIIYS. i 1. 12 LO FOR LOAD 8032 8028 SF24 8F20 Sp+jLp4iEl 7012 EACH 8001110NAI. REINFORCED 0145 FULL COURSE 8. 5006901. Y121 t % PRODUCT REVISED II la (2) r)5 REBAR p�. 8s4wmpl 7FiTht88Fbrldd GR40 Dt GR60 % cj�'6/� Na� ..1 _c-n5 , .t:: , :pate c( CRAIGPARRIN6� r 3....:411. 8324 CR 579 $q t '17.. :. 8$1604 0.' cocoa Con ,oI SEFFNER, FL 335;84 Dtrtston FL. P.E; LIC. to. 44766, 0 BY REVISION DAT /'8 „E6 On COUNTY 60413 111 OF 1 -4 32029 UM CAST —CRETE 8" LINTEL SAFE LOAD TABLES CP GENERAL. REVISION NUMBER ONE 11 08 r hl' . 1 • ■ 1 O ' ' P.O. 909 24597. TAMPA. 91.0162* 1.F E C ® OM 621 -4941 146 fats) 020 -1902 FE `i0 r FpE NAND D95U810W0 OPAWN tit TODD OSDNO 9041.0; f6TS. 858 11 —4' TRW 14'-0 r�>Q: .en..ewv ^"r 11 CP GENERAL REVISION 04 48 98 FLORIDA ENGINEERED CONSTRUCTION PRODUCTS CORP. 5610: 8/97/88 CHECKED 85, CRAM ?AERIE, P.E. - REG. NO. 44794 ORAIRIM*NO. U8 SHEET 2 of 2 CP GENERAL REVISION 03/24 OS M I A M I DADE MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE MB TRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 373-2901 FLORIDA AX (5) 375 12908 United Steel Products Company CONTRACTOR LICENSING SECTION 703 Rogers Drive (P. O. Box 80) (305) 375 -2527 FAX (305) 375-2558 Montgomery ,MN 56069 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Face Mount Joist Hangers under Chapter 8 of the Code of Miami Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0327.04 EXPIRES: 06/04/2006 /z4V+0 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 05/31/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \\s045000 \14450001tpc200Mtempktteelnotice acceptance cover page.dot Internet mail address: pegtmaster a buRdnigcodeonliae eom te Homepage: http://www.bnildingeodeonlin e.com 32 United Steel Products Company. ACCEPTANCE NO: 01- 0327.04 APPROVED: NAT 3 1 2001 EXPIRES: 06/04/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 97- 1215.07, which was issued on 06/04/98. It approves wood connectors; as described in Section 2 of this Notice of Acceptance, desigded to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the actual loads as determined by SFBC Chapter 23, do not exceed the design load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The United Steel Wood Connectors shall be fabricated and used in strict compliance with the following documents: Drawing No. HJC/JUS /SKH/JL, sheet 1 and 2 of 2, titled "Face Mount Joist Hangers", prepared by United Steel Products Company, dated 03/20101 with no revisions. The drawings shall bear the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Southern Pine or better with a specific gravity of 0.55 and moisture content of 19% or less. 3.2 Allowable loads are based on testing per ASTM D1761 and calculations per National Design Specifications for Wood Construction 1991 Edition & 1993 Errata. 4. INSTALLATION 4.1 The wood connectors shall be installed in strict compliance with the approved drawings. 5. LABELING 5.1 Each wood connector shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Notice of Acceptance, clearly marked to show the hangers and angles selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. 2 Candido Font, PE, Sr. Product Control Examiner Product Control Division 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 United Steel Products Company. ACCEPTANCE NO.: 01 -0327.04 APPROVED: MAY 3 1 2001' EXPIRES: 06/04/2006 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test-supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at ail time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Candido Font, PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 34z- United Steel Products Company. ACCEPTANCE NO: 01 -0327.04 APPROVED: MAY 3 1 2001 EXPIRES: 06/04/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS (For File ONLY. Not part of NOA) A 1. DRAWINGS Drawings prepared by United Steel Products Company, titled "Face Mount Joist Hangers ", Drawing No. HJC/JUS /SKH/JL, sheet 1 and 2 of 2, dated 03/20/01 with no revisions, signed and sealed by T. A. Kolden, PE. B TEST Test reports on wood connectors per ASTM D1761 by Muschinske, PE. Report No. Wood Connector 1. 3013 -71 -3301 JL Series 2. 3013 -71 -3301 JUS Series 3. 3013 -71 -3301 SKR Series 4. 3013 -71 -3301 HJC Series Maxim Technologies Inc, signed and sealed by S. L. Direction Upward & Down Upward & Down Upward & Down Upward & Down Date 01/12/97 01/12/97 01/12/97 01/12/97 C CALCULATIONS 1 Face Mount Hangers Series Calculations prepared by T. A. Kolden, signed and sealed by T. A. Kolden PE. on 04/12/97. D STATEMENTS 1. No Financial Interest & Code Compliance letter issued by Thomas F. Devening, PE., signed by T. F. Devening, PE. on 04/12/97. 2. Letter of No Change issued by United Steel Products Co., dated 05/02/2001 and signed by T. A. Kolden, PE. 3. Merger Documents issued by the State of Minnesota on 02/14/200 and signed by the Secretary of State, M. Kiffmeyer. Candido o , PE, Sr. Product Control Examiner Product Control Division El )s — M — — — all — r — rM1 1 r r — — 1 — MI a• PRODUCT CODE STEEL GAUGE DIMENSIONS On.) DIMENSIONS Cin.) FASTENER SCHEDULE ALLOWABLE LOADS Clbs.) ALLOWABLE LOADS (1bs) V D H HEADER D A HEADER MST JUS24 r DOWN 1 9/16. UPLIFT HJCe6' 12 • 5 7/8' 5 3/8 • 3 1/4 1 3/4 C16) 164 as) 104 ' 2245 • 1550 ' HJC28' 1e ' 9 7/8' 6 3/4 ' 3 1/4.1 3/4' C20) 16d C14) 105 - . 2805 ' 2015 ' 1 Published load to for total of hip at 45 degrees and Jack at 90 degrees careened' 2 M1nlnun header thickness shall be 2 Inches for 16(1 naps. • 3 Allowable DOWN load Sated IS at 1007 Duration of Load TYPICAL HJC INSTALLATION PRODUCT CODE STEEL GAUGE DIMENSIONS On.) FASTENER SCHEDULE ALLOWABLE LOADS Clbs.) W H D A HEADER JOIST DOWN UPLIFT JUS24 r 18 - 1 9/16. 3 1/8 • 1 3/4 1 • C4) 10d' C2) IOd - 643 ' N/A ' JUS26 18 , 1 9/t64 13/1• 1 304. 1 • (4) lad' (4) lad 840 ' 860 . J8828 / 18 , 1 9/16' 6 11/16` 1 3/4 1• (6) 10d' . (4) 100 ' 1085 ' 860 JUSe10 ' 18 / 1 9 /16 7 13/16 1 3/4 1 ' C8) 10d+ (4) 10d 1290 ° 860 ' 1 SpecIPled Joist naps shall be nstalled at 30 to 45 degrees horizontally such that they ' penetrate through the end of the Joist and Into the header. 2 Memnon header thIckhess she be 1 3/4 Inches for IOd nail% ' 3 Allowable DOWN load Dated le et 1007 Duration of Load. 4 UpUft Loads Usted,os N/A had upUft capacity less than the required 700 pounds. TYPICAL JUS INSTALLATION GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653. STRUCTURAL GRADE 33) U.O.N. r AND A MINIMA GALVANIZED COATING OF 8 -60 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED' 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED B A SHORT TERM DURATION FACTOR OF 33Z FOR WIND LOAD CONDITION. ND FURTHER INCREASE ALLOWED.' 4) ALLOWABLE DAWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR ' 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1991 EDITIONS 1993 ERRATA, FOR SOUTHERN YELLOW PINE (G. 0.55 OR BETTER) 6 TEST PERFORM IN ACCORDANCE WITH ASTM D1761 P,Phi 'i t, FL b:i.k: L :+,•. i!i,io iig 100T1 I RCM 4'&11218 DATE � ye ... Alt RV /'o�. 1VII.)i4 Cn' OiWUMFA MCI AtcEPTMICf M. 0/-0327.04 UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE MONTGOMERY MN 56069 FACE MOUNT JOIST HANGERS DATE, _.AtPL03_ DRAWING NUMBER: 1-1,X4.14atclir.2. SHEET NUMBER, THOMAS A. KOLDEN, P.E. CIVIL NUMBER FL #50899 01-43 )-7• �¢ INN nil MI w UN — w OM MI — MI r all i I 1 r MR — PRODUCT CODE STEEL GAUGE DIMENSIONS tin.) FASTENER SCHEDULE ALLOWABLE LOADS Was.) V 14 14 D A HEADER .MST UPLIFT DOWN JL24 ' UPLIFT SKH86 ' 16 -- 1 9/161' 5 1/4 ' 1 7/8 1 3/16 t6) 16d -(6) 10d x 1 1/2 805 • N/A ' 1 Miter Cut required on end of joist to achieve allowable loads., 2 Mlninun header thickness ghat be 2 inches Par 16x1 halls. 3 AUoeebte DOWN load listed 1s at 1001k Duration of Load s 4 Uplift Loads Used as NIA had uplift capacity less than the required 700 pounds. ' 3 530426 is skewed Right or Left. , TYPICAL SKH86L INSTALLATION SKH26L- PRODUCT CODE STEEL GAUGE DIMENSIONS CIn.) FASTENER SCHEDULE ALLOWABLE LOADS tabs.) V 14 D A HEADER JOIST DOWN UPLIFT JL24 ' 20 , 1 9/16 3 , 1 1/2 15/16 (4) 10d C2) 8d x 1 1/2 480 N/A JL26 ' 20 • 1 9/16 4 3/4 1 1/2 15/16 CO 10d (4) 8d at 1 1/2 670 - N/A - -M 28 ' 20 ' 1 9/16 63/8' 1 1/2 15/16 (10) 10d (6) 8d at 1 1/2 1220. 750 - JL210 ' 20 ' 1 9/16 8 114 1 I/2 15/16 C14) 10d C8) Sal x 1 1/2 1560 - 995 • JL26e'' 18 • 3 1/16 5 2 1 1/4 C8) 16d CO 134 1075 - N/A , •0_289 ` 18 • 3 1/16 7 2 1 114 (12) 16d (6) 8d 1610 ' JL2102 ' 18 ' 3 1/16 8 2 1 1/8 C14) 16d (8) 8d 1880 ' 1070 ' 1 MIntwn header thickness shall be 1 3/4 inches for lid nails and 2 Inches for 16d nano, 2 Allocable DOWN load listed Is at 100Z Duration of Load, - 3 Uplift Loads listed as NIA had uplift capacity less than the required 700 pounds. - TYPICAL .L26 -2 INSTALLATION / JL26 -2 GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A6$3. STRUCTURAL GRADE 331 U0J11. AND A MINIMUM GALVANIZED COATIN5 DF 0 -60 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED 8' A SHORT TERM DURATION FACTOR OF 33Z FOR WIND LOAD CONDITION. NO FURTHER DCCREASE ALLOVED. 4) ALLOWABLE DDVN LOADS ARE NOT INCREASED BY SHORT TERN DURATION FACTOR 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1991 EDITION & 1993 ERRATA, FOR SOUTHERN YELLOW PINE CO. 0.55 OR BETTER) 1 TEST PERFORM IN ACCORDANCE WITH ASTM 111761 APP000ED Al C0MPIVId@ 011111 111E SDITIN EIORIDI BUIIDWB CODE DATE , 1l i ._ DY_ 01.11131111 accErame EMU' U' 1477111 IJNITED STEEL PRODUCTS CO 703 ROGERS DRIVE MONTGOMERY MN 56069 FACE MOUNT JOIST HANGERS DATE= _.P�l4LL4Y_ DRAWING NUMBER/ 1. 1,,4141$4 F1 /.A SHEET NUMBER= THOMAS A. KOLDEN, P.E. CIVIL NUMBER FL #50899 CI- 03n-7, 04 MIA M I•DAQE MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE, United Steel Products Company 703 Rogers Drive (P. O. Box 80) Montgomery ,MN 56069 BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUII,D]NG 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX(305)375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372-6339 Your application for Notice of Acceptance (NOA) of; USP Lumber Connectors under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0912.05 EXPIRES: 10/09/2008 /IV* Raul moriguez Chief Product Control Division THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COM ITTEE° This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. APPROVED: 11/01/2001 Francisco J. Quinttnn, R.A. Director Miami -Dade County Building Code Compliance Office NO45 I\pc20001 templates notice acceptance cover page.dot Internet mail address: ena@ltm1dingeodeonline.com • http://www.hundingeodeonline.com 3�' United Steel Products Company. ACCEPTANCE NO: 01- 0912.05 APPROVED: NOV 0 1 VI EXPIRES: 10/09/2008 NOTICE 01? ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews and revises the Notice of Acceptance No. 00- 0913.07, which was issued on 12/07/2000. It approves wood connectors; as descried in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the actual loads as determined by SFBC Chapter 23, do not exceed the design load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The USP Wood Connectors shall be fabricated and used in strict compliance with the following documents: Drawing No. MDADE and sheets 1 of 1, titled "RT AND TA SERIES", prepared by United Steel Products Company, dated 10/06/00 with no revisions. The drawings shall bear the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Southern Yellow Pine or better with a specific gravity of 0.55 and moisture content of 19% or less. 3.2 Allowable loads are based on testing per ASTM D1761 and calculations per National Design Specifications for Wood Construction 1991 Edition & 1993 Errata. 4. INSTALLATION 4.1 The wood connectors shall be installed in strict compliance with the approved drawings. 5. LABELING 5.1 Each wood connector shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement "Miami. -Dade County Product Control Approved". 6. BUILDING PERMIT 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Notice of Acceptance, clearly marked to show the hangers and angles selected for the proposed installation. 6.13 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. 2 Candido Font, PE, Sr. Product Control Examiner Product Control Division United Steed Products Company. ACCEPTANCE NO: 01- 0912.05 APPROVED: -NOV- 0 129n4 EXPIRES: 10/09/2008 NOTICE OF ACCEPTANCE STANDARD COND1TIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Candido Font, PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 (740 -• MI I OM m 1 I • WI MI MI ® r- r r • ROI RT RAFTER TIE SERIES 14 GAUGE Product Code Dimension L Fasteners 18d Allowa¢le Load Down 100% Uplift 133% RT8 8" 6 340 — RT10 10" 8 486 — RT12 12" 8 465 — RT14 14" 10 666 756 RT16 18" 12 680 906 RT18 18" 14 796 1020 RT20 20" 18 906 1020 R122 22" 18 1020 1020 RT24 24" 18 1020 1020 RT28 23" 18 1020 1020 RT30 30" 18 1020 1020 RT32 32" 18 1020 1020 RT34 34" 18 1020 1020 RT38 36" 18 1020 1020 RT38 38" 18 1020 1020 RT40 40" 18 1020 1020 RT44 44" 18 1020 1020 RT48 48" 18 1020 1020 TA /TAR TRUSS ANCHOR SERIES 14 GAUGE GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A633 STRUCTURAL GRADE 33J AND A MINIMUM GALVANIZED COATING OF 090 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR OF 33% FOR WIND LOAD CONDITION, NO FURTHER INCREASE IS ALLOWED 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1991 EDITION & 1993 ERRATA, FOR SOUTHERN YELLOW PINE (G= 0,59 DR BETTER) & TEST PERFORMED IN ACCORDANCE WITH ASTM D1781 Product Code Dimension Length Fastener 10d x1.6" Allowable Load uPlift L1 L2 TA121TA12R 6 215 245 TA14i'IA44R 14" 8 80 215 245 TNINTAltIR 18" 8 630 215 245 TA1811A18R 7 970 215 345 TA207A20R 20" 9 1040 216 346 22". 10 1165 256 345 T 11 1270 2166 Notes 1) 2) 3) 4) 6) 1) Number of fasteners shall be equally dIv ded between rafter and stud 2) Penetration Is assumed to be 1 112" into wood L1 are loads applied parallel to bearing wan L2 are loads applied perpendicular to bearing wall Mndmum embedment oftles 4" Allowable loads for uplift L7 and L2 aro not to be combined Mrdmum nail penetration 1.5" APPROVED is CObPIYIM WIU T SOON FLOAlQ BLOM DKR PROD BUIIDINB CODE COWL E iilllb4 ACCEPTANCE ND. 0/ ^042-0$ TA R TA UNITED STEEL PRODUCTS COMPANY 703 ROOM BANE, 144114rat AMR Y. NN 88849 PANE (8879 384 -7333 RT AND TA SERIES °f' THOMAS ALLEN KOLDEN 10/06/00 PRNESSIONAL ENGINEER (CIVIL) FLUSUTA REG. NO. 80899 Rolm *REV MDADE Causeway Lumber Company The Builder's Choice since 1939 Jobsite BONITA SPRINGS - Old U.S. 41 Rd. - Tel. 239- 992 -3423 - Fax 239 - 947 -4099 FORT LAUDERDALE - 2601 S. Andrews Ave. - Tel. 954 - 763 -1224 - Fax 954- 768 -5926 STUART - 8451 SW Old Kansas Ave. - Tel. 772 - 781 -2332 - Fax 772- 781 -2355 TRUSS DIVISION Tuesday, July 10, 2007 Placement Diagram # Bldg. Dept. (Sealed) Contractor JIM WAHL Job Name SHINABERRY REMODEL Job Address 9312 N MIAMI AVE Subdivision Lot Block City MIAMI SHORES State FL ZipCode 33150- Job Number Designer 1 Architect . . • •••• • • • •• • .• • • • • • • •• 70312 • ..•. • • • • • • • • Ekrerrrt)zrnan..:• . . • • • •• • ••.• • •• • • • • •. .• Causeway Lumber Company The Builder's Choice since 1939 BONITA SPRINGS - Old U.S. 41 Rd. - Tel. 239 -992 -3423 - Fax 239 - 947 -4099 FORT LAUDERDALE - 2601 S. Andrews Ave. - Tel. 954 -763 -1224 - Fax 954-768 -5926 STUART - 8451 SW Old Kansas Ave. - Tel. 772 - 781 -2332 - Fax 772 - 781 -2355 CONTRACTOR / BUILDER / ADDRESS INFORMATION Customer JIM WAHL Job Number Job Name SHINABERRY REMODEL Lot Architect/ Engineer DESIGN INSTRUCTIONS Importance Factor Building Type Category Building Exposure Block 70312 Job Address 9312 N MIAMI AVE MIAMI SHORES City 1.0 Wind Load Type Closed Design Wind Speed II Duration Factor C Software Used: ALPINE ENGINEERED PRODUCTS, INC ASCE 7° 146 1.33 Index Cover Sheet As witness my seal, I hereby certify that this serves as a cover sheet in conformance with Chapter 61 GI5-31 Section 003 of the Florida Board of Professional Regulation. this package includes a truss index sheet and truss drawings. Date The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed and attached. The suitability is the responsibility of the Building Designer, per ANSIITPI 1.2 Section 2 and ANSIITPI/WTCA 4 Section 2-4. Subdivision State FL Revision # LOADING INSTRUCTIONS LOADS ROOF TCLL 20 TCDL 15 BCDL 10 BCLL 10 ZipCode 33150- Total 55 FLOORS o. • . • •• • ... • • ••.• . .. • • • • . • • • • - • r • ••• . 0 • .. • • II • • • Julius Lee, PE / Florida Certification Wumber.0$69 Florida Business Engineering Licex s Numb r (606 1455 S.W. 4th Ave, Delray Beach, L 4444-21§1,* • • • • • • • • • • w� • * . No. . *869 * 1 STATE OF `� �Jafe�ONA� 4m�l,,e�� • EVIEWED I] ® FB RECD RRESUBMIT C 1 T D Corrections or comments made on this shop drawings during this review do not relieve con- tractor from compliance with requirements of the drawings and specifications. Thr; t:''.eck is only for review of the general conformance with the design concept of the project an a general compliance with the information given in the contract documents. The contractor is responsi- ble for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his . or her work with that of ati other trades and _performing his work' in a safe and satisfactory mar!ner. Nwcs Consulting & Specialty E;1 meer. ;z Services, Inc. •• • • • • • 4100 •• • • • - • • • • • • •0 • • • 0• 04146 00 • 0•0 4100 0•• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0• •0 • • • • • • • • • • • • 0.0 • • • • 000 • • • • • • • • • • • •0• • • • • • • • • • • • • • 0. 0• • • • •• •• • • • 0410 • • • •0• ite Causeway Lumber Company The Builder's Choice since 1939 BONITA SPRINGS - Old U.S. 41 Rd. - Tel. 239- 992 -3423 - Fax 239- 947 -4099 FORT LAUDERDALE - 2601 S. Andrews Ave. - Tel. 954 -763 -1224 - Fax 954 -768 -5926 STUART - 8451 SW Old Kansas Ave. - Tel. 772 - 781 -2332 - Fax 772 - 781 -2355 JOB NUMBER 70312 Job Name Subdivision Customer JIM WAHL SHINABERRY REMODEL Job Address 9312 N MIAMI AVE Lot Block City MIAMI SHORES Truss Index Sheet PG# TRUSS SEQ# T1 82640 Tuesday, July 10, 2007 Page 1 of 1 PG# TRUSS SEQ# PG# TRUSS SEQ# PG# TRUSS SEQ# State FL ZipCode 33150- PG# TRUSS Julius Lee, PE 1 Florida Certification Number 34869 Florida Business Engineering License Number 5606 1455 S.W. 4th Ave, Delray Beach, FL 33444 -2161 Seal Applied to Right SEQ# PG# TRUSS SEQ# •••• • • • •••• • • • •• • •• • • • •• • • ..•• • • • •.•• • • • • .. •. • • • • • •••• • • • • •••• • • • •• • •• • • • • • • • • • • • • • •� • • • • ,REVIEWED CI REVISE AND RESUBMIT GI 1 GI c0FURNIRM Corrections or comments made on this shop drawings during this review do not relieve con- tractor from compliance with requirements of the drawings and speciticalicmy. T!w check is only for review of the general conic :ImAnce. with the design concept of the projeci an:. general compliance with the information given in the contract documents. The contractor is responsi- ble for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his or her work with that of all other trades and performing his work in a safe and satisfactory manner. NWCS Consulting & Specialty E ig1neer ig Services, Inc. •• • • • • • ••• ••• •• • • •. • • • • • • • • • • • ••••••• • •• • • • •• ••• •• • ••• •0S •S• ,•, .•. • • • • • • • • • • • • • • • • • • • • • • • • • • • •• *0 •• •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• uuu- W., J111 WF1IIL / I1 Top chord 2x4 SP SS Bot chord 2x4 SP #2 Webs 2x4 SP #3 LOAD CASE 1 1 1 CONTINUOUS LORDS SIDE L -PLF R -PLF START T 72.5 72.5 0.0 T 72.5 72.5 6.6 B 40.0 40.0 0.0 In lieu of rigid ceiling Truss checked for 250# movable concentrated Iliad along Bottom with design gravity Toads. LOAD CONC. LORDS END CASE SIOE MRG X -LOC 6.6 13.2 13.2 use purlins to braoeBC ® 24" OC. T 6'' -1/2" 12 5 Chord, concurrent H0610 U THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S T MAXIMUM FORCES Endpts Tens Comp Endpts Tens 3- 8 1224 1531 1- 3 416 4- 5 1330 908 5- 9 1066 10- 13 1258 1385 5- 7 492 0 7- 9 1035 Come Endpts - 1 923 9- 10 Tens Comp Endpts Tens Come 1224 1531 11- 12 417 1035 1330 906 2- 4 1258 1387 492 0 146 mph wind, 15.00 ft mean hqqt, ASCE 7 -02, CLOSED bldgg, Located anywhere in roof, CAT II, EXP C, wind TC OLm5.0 per, wind BC OL'-5.0 psf. Member design 8 uplifts based on MWFRS and C&C. Deflection meets L/360 live and L/240 total load. 6'7 -1/2" 3X4 CB1l Rv =997# TAG . TYP. -WAVE Causeway Lumber Company 26O1 8. Andrews Ave. Fort Lauderdale, FL 33316 !1164) V63 -1224 O 2X4 U =892# W=8" FBC /TPI2002CSTOl Cq/RT "1.0001.257/10( 0) ALPINE * *IMPORTANT ** NOT ENGINEERED (ESPONS PRODUCTS, INC. DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR RNY FAILURE TO BUILD THE TRUSS IN CONFORMANCE VITH 0ST88 BY TPI. REPINE CONNECTORS ARE MADE OF 2069 GRLV. STEEL MEETING ASTH 8446 GR 8 EXCEPT AS NOTED. RPPLY CONNECTORS TO ERCH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 130, 190 L 160A-F. DESIGN STANDARDS CONFORM V/RPPLICRBLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S SEAL ON THIS DRRWING APPLIES TO THE COMPONENT DEPICTED HERE IN ONLY, AND SHAH NOT BE RELIED UPON IN RIMY OTHER WAY. •--TPI - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONIL OESI 13'3" QTY= 12 2X4 Rv =997# •,111111U111111j1t4 V`�� WS / 4 '6 ••LACE -se TOTAL= 12 ` • ''REV. TRUSSES REQUIRE E DARE WARNING IN WHILING, EI TION:4N1 BRACING. SEE HI8 -91 BY TPI. SEE',a4IS DEMON FOR RODITIDNRL SPECIAL PERMANENTMAAMQ RE DUIREHENTS. UNLESS OTHERWISE 'It, 7. OP CHI SHALL BE LATERALLY �,.. =. LY ATTACHED PLYWOOD SHEATHING, BO VITH PROPERLY ATTACHED RIGIO CEILIN9 . REPINE TECHNICAL UPDATE (7/1/91) FOR ``�_�_ DRYWALL APPLICATION. FURNISH R COPY DE l DESIGN TO THE TRUSS ERECTION CONTRACTOR. "If GN SPECIFICATION FOR WOOD CONSTRUCTION S U =892# $ E '1 TC LL .A.0 OL l.f8C DL �� BC LL !� � TOT.LD. L tv. t OUR . PAC • 1 25 • • • • • •• • ...••0 00.00•• • • • • •• •• • • • • • • • w $,. • 0.00 • • 0000 •. • • • • • • •. • • • • • • • • •••• • • •••• •• • • . • •- • • • • • • • •.••• • • • •• • • 4 SE0 = 82640 7 25.0411 .17 SCALE =0.5000 .5000 20.Opsf' REF 15.Opsf' DATE 07 -10 -2007 IO.Opsf DRWG 10.Opsf' EKREM 55.Opsf 0/A LEN. 130300 ? I 'LORIDR SPACING 24.0" TYPE COMN [PD;PINB][ 002)1011[70312/JIM WABL] [TCLL 20.0 15.0][BCDL 10.01[BCLL 10.0)1DF 1.25][OC 24.0119M 1][SOFFIT 10.0] = Bearings= [X -Loc] [React] [Size] = 1 0.0011 99711 129h1[0.671 112.5811 997110.671 EndPts MaxTen MaxComp 3- 8 1224 -1531 6 -11 1224 -1531 4- 5 1330 -908 5- 9 1066 -923 9 -10 1330 -906 1- 2 129 -651 1- 3 416 -1035 0- 1 1 -140 3- 4 926 -326 2- 4 1258 -1387 12 -13 97 -651 11 -12 417 -1035 12 -14 1 -140 10 -11 926 -326 10 -13 1258 -1385 7- 9 1351 -1224 6- 7 1351 -1224 AXL B9D CSI GLC S Grade 0.10 0.54 0.63 28 4 SP SS 0.10 0.54 0.63 29 4 SP SS 0.17 0.62 0.79 5 4 SP 92 0.15 0.65 0.80 9 4 SP 92 0.17 0.62 0.79 13 4 SP 92 - _ -= Plate Member =- =- PLATE 102IBER 0.03 0.21 0.24 28 4 SP SS -=-= Fictious Member = =- SP SS -= Plate Member =-=- PLATE MEMBER 0:23 0.16 0.39 6 4 SP 92 -_-= Plate Member =-=- PLATE MEMBER 0.03 0.21 0.24 29 4 SP SS - =- =Fictious Member=-=- SP SS - _-= Plate Member = -- PLATE MEMBER 0.23 0.16 0.39 10 4 SP 92 -=- =Fictious Member- SP SS - == Fictions Caber= -=- SP 5S EndPts 9axTen MaxComp AXL GLC S Grade 5- 7 49.2 0 0.17 7 4 SP 93 7- 9 492 0 0.17 11 4 SP 93 Length Pitch 84.04 5.00 84.04 -5.00 51.27 0.00 51.27 0.00 51.27 -0.00 0.50 -Vert- 1.74 31.11 1.54 -7.59 3.43 -60.00 1.80 -11.45 0.50 -Vert- 1.74 -31.11 1.54 7.59 3.43 60.00 1.80 11.45 0.00 -Vert- 0.00 -Vert- Length Brace 41.03 41.03 Node X -Loc Y -Loc Plate Ca JSI Method def1Y[L) 0 0.00 9.36 1 0.11 9.29 3X4 1.00 0.79 - - -- - -- 2 0.11 9.25 0.00 L/999 3 0.16 9.41g • • • • 0.00 1/999 •4• • • •Oa22 9.12 • 11 • 0.00 L/999 ? 4.49 9.15 � • • 1.00 0.96 9 8.03 1/999 eL• 6.63 12.12•006We 1.00 0 99.1••- •••�63 12.1'2 • • - • 8 6.63 12.129• • -- 6 9.15 e1X4 1.00 [x.46• j 0.03 L/999 �1� • ..1!...10 3 9.15 • • 10.00 L/999 11 13.09 9. • •••• 0.00 L/999 12• • •18.14 9.29 I4•: 1.00 1.79 0- - -- - - -- 9.25 • • • • 0.00 L/999 9 • 4141•• - - -- - - --- • • • ••••• • It •41 0.0• ••000• • • • • • •Li•:•] 14 14 13.25 • • • •••• f • • •• • • • • •• • • • • e • • • •• [STD.ADTO.LOAD][OC 24.00][DF 1.25)199 1] Repetitive Factors Used: Yes 72 PLF @ 0.0 to 72 9 6.6 fv=15.311 5591 72 PLF @ 6.6 to 72 @ 13.3 [y=15.3]1 55%] Brace 40 PLF @ 0.0 to 40 @ 13.3 [y= 4.01[ 509] Plvwd Brq. 9 1 Vert.R= 745.3 9 Hor.R= 0.0 9 Plyrd Brg. 9 2 Vert.R= 745.3 9 Hor.R= -0.0 9 @ 24" @ 24" [MJB -TL- 39 @ 0.00][0C 24.00)1DF 1.25)199 1] @ 24" Repetitive Factors Used: No - -- 72 PLF @ 0.0 to 72 @ 6.6 [y=15.311 5591 Plywd 72 PLF @ 6.6 to 72 @ 13.3 [y=15.311 559) - - -- 40 PLF @ 0.0 to 40 @ 13.3 1v- 4.0]( 5091 250.00 Lbs. @ 0.0, 4.0 Angle=270 @ 24" Brq. 9 1 Vert.R= 997.4 9 Hor.R= 0.0 9 Brg. 9 2 Vert.R= 743.2 9 Hor.R= -0.0 9 P1y`d --= ---- - - - --- - 11138 -D1- 40 @ 0.00110C 24.001[DF 0.90)199 1] Repetitive Factors Used: No @ 24" 32 PLF @ 0.0 to 32 @ 6.6 1v=15.311 091 32 PLF @ 6.6 to 32 9 13.3 [y=15.311 08] 20 PLF @ 0.0 to 20 9 13.3 IF 4.01( 0%1 250.00 Lbs. 9 0.0, 4.0 Angle =270 Brg. 9 1 Vert.R= 599.9 9 Eor.R= 0.0 9 Bra. 9 2 Vert.R= 345.7 9 Eor.R= -0.0 9 [MJB -TL- 41 @ 2.24][0C 24.001[DF 1.2511951 1] deflYfT) dxL dxT Repetitive Factors Used: No -- - - -- - -- -- 72 PLF 9 0.0 to 72 9 6.6 [y=15.31( 559] 72 PLF @ 6.6 to 72 @ 13.3 1v=15.311 5591 0.00 L/999 0.00 0.00 40 PLF @ 0.0 to 40 9 13.3 [y= 4.011 508] 0.00 1/999 0.00 0.01 250.00 Lbs. 8 2.2, 4.0 Angle=270 0.00 L/999 0.00 0.00 Bra. 9 1 Vert.R= 954.3 9 Hor.R= -0.0 9 0.06 1/999 0.00 0.01 Brg. 9 2 Vert.R= 786.3 9 Hor.R= -0.0 9 - - -- - -- ---- [MJB -DL- 42 8 2.24][0C 24.001[DF 0.901[99 1] Repetitive Factors Used: No 0.06 L/999 0.01 0.02 32 PLF @ 0.0 to 32 @ 6.6 fv= 15.311 091 0.00 L/999 0.01 0.02 32 PLF 8 6.6 to 32 @ 13.3 [y=15.3][ 0%] 0.00 1/999 0.01 0.03 20 PLF @ 0.0 to 20 8 13.3 1v= 4.0][ 09] 250.00 Lbs. 9 2.2, 4.0 Angle=270 0.00 L/999 0.01 0.03 Brg. 9 1 Vert.R= 556.8 9 Hor.R= 0.0 9 -- - -- -- -- - Bra. 9 2 Vert.R= 388.8 9 Hor.R= 0.0 9 (9JB -01- 43 8 4.491[OC 24.00][DF 1.251[981 1] Used: No 72 @ 6.6 [y=15.3]1 5591 72 @ 13.3 fv= 15.311 5541 40 9 13.3 [y= 4.01[ 50%1 5, 4.0 Aog1e 270 911.3 9 Hor.R= -0.0 9 829.3 9 Hor.R= -0.0 9 Repetitive Factors 72 PLF 9 0.0 to 72 PLF @ 6.6 to 40 PLF @ 0.0 to 250.00 Lbs. @ 4. Bra. 9 1 Vert.R= Brg. 9 2 Vert.R= [5139 -DL- 44 @ 4.49][0C 24.00][DF 0.901[99 11 Repetitive Factors Used: No 32 PLF @ 0.0 to 32 @ 6.6 1v= 15.311 091 32 PLF @ 6.6 to 32 @ 13.3 [y=15.3][ 08] 20 PLF @ 0.0 to 20 @ 13.3 1v= 4.011 00] 250.00 Lbs. @ 4.5, 4.0 Angle=270 Brq. 9 1 Vert.R= 513.8 9 Hor.R= -0.0 9 Bra. 9 2 Vert.R= 431.8 9 Hor.R= 0.0 9 [939-01- 45 @ 6.62110C 24.00109' 1.251199 11 Repetitive Factors Used: No 72 PLF @ 0.0 to 72 9 6.6 [y=15.311 55%] 72 PLF @ 6.6 to 72 9 13.3 fv=15.311 5591 40 PLF 9 0.0 to 40 @ 13.3 [y= 4.011 5091 250.00 Lbs. @ 6.6. 4.0 Ang1e=270 Brg. 9 1 Vert.R= 870.3 9 Ror.R= 0.0 9 Brg. 9 2 Vert.R= 870.3 9 Hor.R -0.0 9 [1678 -D1- 46 @ 6.621[0C 24.001 [DF 0.90] [NN 11 Repetitive Factors Used: No 32 PLF @ 0.0 to 32 @ 6.6 [y=15.31( 08] 32 PLF @ 6.6 to 32 @ 13.3 [y=15.31( 09] 20 PLF @ 0.0 to 20 @ 13.3 Iv= 4.0]( 09] 250.00 Lbs. @ 6.6, 4.0 Angle=270 Brq. # 1 Vert.R= 472.8 9 Hor.R= -u.0 Brq. 9 2 Vert.R= 472.8 9 Oor.R= -0.0 9 [8129 -TL- 47 @ 8.76][OC 24.001[DF 1.251[44 11 Repetitive Factors Died: No @4 72 PLF 70.0 to 72 @ 6.6 [y= 15.31( 551 72 PLF @ 6.6 to 72 @ 13.3 [y= 15.31[ 551 40 PLF 9 --0.0 to 40 9 13.3 fv= 4.011 501 250.00 Lbs. 9 :9.8, '4.0 Angle=270 Brg. 9 1 Vert.R= 829.3 9 Ror.R= 0.0 9 Bra. 9 2 Vert.R= 911.3 9 Hor.R= -0.0 9 11109-91- 48 @ 8.76110C 24.001[DF 0.90][99 1] Repetitive Actors Used: No 32 PLF @ 0.0 to 32 @ 6.6 [v-15.31[ 01 32 PLF @ 6.6 to 32 @ 13.3 [y=15.3[1 01 20 PLF @ 0.0 to 20 @ 13.3 [y= 4.0]( 01 250.00 Lbs. @ 8.8. 4.0 Angle=270 Brg. 9 1 Vert.R= 431.8 9 Ror.R= -0.0 9 Bra. 9 2 Vert.R= 513.8 9 Hor.R= -0.0 9 [MJB -01- 49 9 11.011[0C 24.00][DF 1.251[99 ] Repetitive Factors Used: No 72 PLF @ 0.0 to 72 @ 6.6 [y=15.311 551 72 PLF 9 6.6 to 72 @ 13.3 [v=15.311 551 40 PLF @ 0.0 to 40 @ 13.3 [y= 4.0][ 501 250.00 Lbs. @ 11.0, 4.0 Angle=270 Bra. 9 1 Vert.R= 786.3 9 Hor.R= 0.0 9 Brg. 9 2 Vert.R= 954.3 9 Oor.R= -0.0 9 [MJB -DL- 50 @ 11.011[0C 24.00][DF 0.9011951 J Repetitive Factors Used: No 32 PLF @ 0.0 to 32 @ 6.6 fv= 15.311 01 32 PLF @ 6.6 to 32 @ 13.3 [y=15.31( 01 20 PLF @ 0.0 to 20 @ 13.3 1v= 4.0][ 01 250.00 Lbs. @ 11.0, 4.0 Angle=270 Brg. 9 1 Vert.R= 388.8 9 Eor.R= 0.0 9 Bra. 9 2 Vert.R= 556.8 9 Eor.R= -0.0 9 [8139 -01- 51 8 13.25110C 24.00)1DF 1.251199 Repetitive Factors Used: No 72 PLF @ 0.0 to 72 @ 6.6 (y=15.311 551 72 PLF @ 6.6 to 72 @ 13.3 [v=15.311 550 40 PLF @ 0.0 to 40 @ 13.3 [y= 4.0][ 501 250.00 Lbs. @ 13.3, 4.0 Angle=270 Brg. 9 1 Vert.R= 743.2 9 Eor.R= 0.0 9 Brq. 9 2 Vert.R= 997.4 9 Eor.R= -0.0 9 [8138 -111- 52 @ 13.251[OC 24.00][09 0.9011951 1 Repetitive Factors Used: 90 32 PLF @ 0.0 to 32 @ 6.6 fv= 15.311 01 32 PLF @ 6.6 to 32 @ 13.3 [y=15.3][ 01 20 PLF @ 0.0 to 20 @ 13.3 fv= 4.01[ 01 250.00 Lbs. @ 13.3, 4.0 Angle=270 Brg. 9 1 Vert.R= 345.7 9 Hor.R= -0.0 9 72.5 40.0 GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bracing of trusses. Refer to BCSI 1 -03 Guide to Good Practice for Handli g. Installing & Bracing of Metal Plate Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent bracing on individual compression members. Refer to the BCSI -B3 Summary Sheet - Web Member Permanent Bracing /Web Reinforcement for more information. All other permanent bracing design is the responsibility of the Building Designer. NOTAS GENERALES Los trusses no estan marcados de ningdn modo que identifique la frecuencia o localization de los arriostres (bracing) temporales. Use las recomendaciones de manejo, instalacion y arriostre temporal de los trusses. Vea el folleto BCSI 1 -03 Guia de Buena Practice Dare el Manejo. Instalacion y Arriostre de los Trusses de Madera Connectados con Places de Metaloara para mayor information. Los dibujos de diseno de los trusses pueden especificar las localizations de los arriostres permanentes en los miembros individuales en compresion. Vea la hoja resumen BCSI -63 oara los arriostres Dermanentes v refuerzos de los miembros secundarios (webs) para mayor information. El resto de arriostres permanentes son la responsabilidad del Disenador del Edificio. QThe consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. El resultado de un manejo, instalacion y arriostre inadecuados, puede ser la carda de la estructura o eon peor, muertos o heridos. Banding and truss plates have sharp edges. Wear 0 gloves when handling and safety glasses when cutting banding. Empaques y places de metal tienen bordes afilados. Use guantes y lentes protectores cuando corte los empaques. NINI HANDLING - MANEJO 7 Allow no more • than 3" of deflec- tion for every 10' of span. No permita mas de 3 pulgadas de pandeo por cada 10 pies de tramo. OUse special care in windy weather or near power lines and airports. Utitice cuidado especial en dras ventosos o cerca de cables electricos o de aeropuertos. Spreader bar for truss bundles 10 QPick up vertical bundles at the top chord. L 10' a Levante de la cuerda superior los grupos verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por una semana o mas deben ser elevados con bloques a cada 8 0 10 pies. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen- amiento por mayor tiempo, cubra los paquetes para prevenir aumento de humedad pero permita ventilation. Check banding prior to moving bundles. Avoid lateral bending. Revise los empaques antes de mover los paquetes de trusses. — Evite la flexion lateral. iQDo not store No aimacene ll unbraced bundles verticalmente los upright. trusses sueltos. ® Do not store on No almacene en u•even ground. • Sitra•i•sttual. • • • • 1 Wi HAND ERECTION — LEVANTAMIENTO A MANO [TA Trusses 20' or L1 less, support at peak. Levante del pico los trusses de 20 pies o menos. F Trusses up to 20' Trusses hasta 20 pies r= /( Trusses 30' or LJ less, support at quarter points. Levante de los cuartos de tramo los trusses de 30 pies o menos. 11 1 dra 444 44 BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO 1IL I I Trusses up to 30' - I russes hasta 30 pies HOISTING — LEVANTAMIENTO Fir Hold each truss in position with the erection equipment until temporary bracing is installed and IJ truss is fastened to the bearing points. Sostenga cada truss en position con la grua hasta que el arriostre temporal este instalado y el truss asegurado en los soportes. ® Do not lift trusses over 30' by the peak. No Lvante del pico los trusses de mas de 30 pies. HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS Tagline Toe -in Tagline Greater than 30' Mas de 30 pies This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Longitud de Tramo Top Chord Temporary Lateral Brace (TCTLB) Spacing Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' Haste 30 pies 10' o.c. max. 10 pies maximo 30' to 45' 30 a 45 pies 8' o.c. max. 8 pies maximo 45' to 60' 45 a 60 pies 6' o.c. max. 6 pies maximo 60' to 80'* 60 a 80 pies* 4' o.c. max. 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. *Consulte a un ingeniero para trusses de mas de 60 pies. 60° or less reader ba'r — Approx. 1/2 —� truss length E— TRUSSES UP TO 30' TRUSSES HASTA 30 PIES Toe -in Spreader bar 1/2 to —3P-I 2/3 truss length TRJSSES UP TO 60' TRUSSES HASTA 60 PIES BRACING Locate Spreader bar above or stiffback mid - height Tagline Attach 10' o.c. max. FAUN kg Spreader bar 2/3 to t— 3/4 truss length —� TRUSSES UP TO AND OVER 60' TRUS5ES HASTA Y SOBRE 60 PIES ARRIOSTRE Q Refer to BCSI -B2 Summary Sheet - Truss Installa- tion and Temporary Bracing for more information. Vea el resumen BCSI -B2 - Instalacion de Trusses y Arriostre Temporal para mayor information. ® Do not walk on unbraced trusses. No camine en trusses sueltos. • • • Locate ground braces for first truss directly • in line with all rows of top chord temporary • • lateral bracing. ••' • • • • • • Coloque los arriostres de tierra para el primer truss directamente en linea con cada una de as filas de arriostres laterales temporales de la cuerda superior. Brace first truss well before erection of additional trusses. q • • • qui/oil II IP! 1 11110iilli Top Chord Temporary Lateral Bracing (TCTLB) See BCSI -B2 for TCTLB options. Vea el BCSI -B2 para as opciones de TCTLB. Refer to BCSI -B6 Summary Sheet - Gable End Frame Bracing. Vea el resumen BCSI -B6 - Arriostre del truss terminal de un techo a dos aguas. Repeat diagonal braces. Repita los arriostres diagonales. nr Set first five trusses with spacer pieces, then add diagonals. Repeat LJ process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten instalados. i, 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. 10' -15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web members 10' -15' max. same spacing as bottom chord lateral bracing Diagonal braces every 10 truss spaces (20' max.) BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 0 Refer to BCSI -B7 Summary Sheet - Temporary and Permanent Bracing for Parallel Chord Trusses for more information. Vea el resumen BCSI -B7 - Arriostre temporal v permanente de trusses de cuerdaS_ paralelas para mayor information. Maximum lateral brace spacing 10' o.c. for 3x2 chords 15' o.c. for 4x2 chords Diagonal braces every 15 truss spaces (30' max.) • tei The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. Lateral braces 2x4x12' length lapped over two trusses. INSTALLING - INSTALACION r-7r Tolerances for Out -of- Plane. — Tolerancias para Fuera -de- Plano. IJ rqE_ Length — - Max. Bow C a Max. Bow Max. Bow F Length — ►Length [' 7f Tolerances for LI Out -of- Plumb. Tolerancias para Fuera -de- Plomada. 0/50 max Length D /50 D (ft.) 1/4" 1/2" 2' 3/4" 3' 1" 4' 1 -1/4" 5' 1 -1/2" 6' 1 -3/4" 7' 8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo not proceed with construction until all bracing is securely and properly in place. No proceda con la construction hasta que todos los arriostres ester, colocados en forma apropiada y segura. /(1 Do not exceed maximum stack heights. Refer to BCSI -B4 NY Summarv_Sheet_Construction Loading for more information. No exceda as maximas alturas recomendadas. Vea el resumen BCSI -B4 Carga de Construction para mayor information. Max. Bow 3/4" 7/8" 1 -1/8" 1 -1/4" 1 -3/8" 1 -1/2" 1 -3/4" 2" Truss Length 12.5' 14.6' 16.7' 18.8' 20.8' 22.9' 25.0' 29.2' Maximum Stack Height for Materials on Trusses Material Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3 -4 tiles high Do not overload small groups or single trusses. No sobrecargue peque "nos grupos o trusses individuales. Q Place loads over as many trusses as possible. Coloque las cargas sobre tantos trusses como sea posible. ® Position loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES • Refer to BCSI-B5 Summary Sheet - Truss Damage, ?obsite Modifications and Installation Errors. Vea el resumen BCSI -B5 Danos de trusses Modificaciones en la Obra y Errores de Instalacion. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No corte, altere o perfore ningun miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo del diseno del truss. QTrusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. • • •'rujpes ql;e se 4tan ,iobrecirrad. iurante la construction o han sido alterados sin una autorizacion • 'wile (*el F•brioabntede•Trusses, putoden reducir o eliminar la garantia del Fabricante de Trusses. • • • • • •• • • NOTI. •1•Trul Ma ufac•irer•nd 'St Designe•must rely on the fact that the Contractor and crane operator (if applicable) are ca- • pablelto u•lertvilte th•wor•the)♦hav greed to•o on a particular project. The Contractor should seek any required assistance regarding • •ons•tictida practies from. •mpetelt•e.r. The •rehods and procedures outlined are intended to ensure that the overall construction techniques employed will put Floor and roof trusses into place SAFELY. These recommendations for handling, installing and bracing wood trusses are based upon the collective experience of leading technical personnel in the wood truss industry, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection /Installation Contractor. It is not intended that these recommendations be interpreted as superior to any design specification (provided by either an Architect, Engineer, WO Gilding DAIg e•the•iSSn /Installatie• Contracts or otherwise) for handling, installing and bracing wood trusses and it does •ot preclude the u• of other /quivalent m•hod•for Uacir• and providing stability for the walls and columns as may be determined by ti•truss Erection ,•rstallatiodWontractor.' as, •�e O•od joss Council of America and the Truss Plate Institute expressly disdain any resplisibi•y for d•nages ar•ing fro•the•se, •pplicati n, or reliance on the recommendations and information contained herein. • • •• •yam • • • • • • • • • • • Some chord and web members not shown for clarity. • • ix DIAGONAL BRACING IS VERY IMPORTANT ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! ! WOOD TRUSS COUNCIL OF AMERICA •Jg /27Z484gnv vw.wooc:russ45�1•9 TRUSS PLATE INSTITUTE 218 N. Lee St., Ste. 312 • Alexandira, VA 22314 703/683 -1010 • www.tpinst.org '1111111 1 1 !I!IiIi!!!I ��114 � �,� ! � 111 I ��L Ir � , • • ••• • MN 01I !Iii!! AA BIWARN11x1720050501 iIi!i! 1! 11111 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM- • ELEVATION CERTIFICATE im dant: Read the Instructions on a 1 - 7. 1 '---P—i, O.M.B. , No. 3067-0077 - Expires December 31, 20061 - SECTION A- PROPERTY OWNER INFORMATION For Imam:Ice Company BUILDING OWNER'S NAME Diana Shinaberry BUILDING STREET ADDRESS (Inclucling ApL. Unit, Suite. and/ix B&41. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number STATE F 1 . ZIPCOOE 3 31 50 Policy Number 9312 N. Miami. Ave. CrTY Miami Shores PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Descnption, etc.) Lot 3.& S1/2.Lot 2 Blk. 168 PLAT SECT. NO 6-A MIAMI SHORES PB 12 PG 54 BUILDING USE (e.g.. Residential, Non-residential. Addition. Accessory. etc. Use a Comments area, ' necessary.) Residential LATITUDFJLONGITUDE (OPTIONAL) HORIZONTAL DATUM: - ##.## or ##.####/r) LI NAD 1927 LL NAD 1983 SOURCE J GPS (Type): LI USGS Ouad Map L Other SECTION - FLOOD INSURANCE RATE am B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER Miami Shores 120652 B2. COUNTYNAME Dade B3. STATE Florida B4. MAP AND PANEL NUMBER 12025C0093 135. SUFFIX J 136. FIRM INDEX DATE 1-20-93 B7. FIRM PANEL. EFECTNE/REVISED DATE 3-2-94 13& FLOOD ZOE(S) X ea BASE FLOOD ELEVATION(S) (7_one ACtuse depth of flooding) NONE 810. Indicate the source of the Base Flood Bevation (BFE) data or base llood depth entered in 1_1 MS Profile al FIRM 1__1 Community Determined j__1 Other (Describe): B11. Indicate the elevatbn datum used for the BFE in 89: bc4 NGVD 1929 1__1NAVD 1 1_10ther (Descr(be): B12. Is the building located in a Coastal Barrier Resources System (MRS) area or Otherwise Protected Area (OPA)? Li Yes (XI No Designation Date- tt!.: J SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are b. on: LICaristruction Drawings* 1_1Buffding Under Construction* I_XIFInIshed Construction *A new Elevation Certificate will be required when construction of the building is complete. G2. Building Diagram Number 1 (Select the bu' .r • diagram most similar to the bung for which this certificate is completed - see pages 6 and 7. If no diagram accurately represents the build(ng, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1-V30, V (w(th BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, ARtA0 Complete Items C3.a-1 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used tor the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used N— 568 Does the elevation reference mark used appear on the FIRM? ▪ a) Top of bottom floor (including basement or enclosure) 1 3 . 1•5 ft.(m) • b) Top of nsort higher floor N/A ttrn) Q c) Bottom of lowest horizontal structural member (V zones only) N/A ft(m) • d) Attached garage (top of slab) I ft, 1 J 31_ft4m) w rj ej Lowest elevation of machinery and/or equipment servicing the building (Describe In a Comments anea.) 11. 4 t(m) • f) Lowest adjacent (finished) grade (LAG) 10 . 8. fL(m) z O g) Highest adjacent (finished) grade (HAG) 1 1. 1; L(m) O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N /A O i) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. cm) 1--.1 yes El No SECTION 0 - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by w to certify elevation information. 1 certify that the information In Sections A B, and C on this certificate represents my best efforts.to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. • CERTIFIER'S NAME • LICENSE NUMBER Joseph L. Martin PLS # 4368 Fla. TITLE COMPANY President NmECounty -Wide Land Surveyors, Inc. ADDRESS P.O. BOX 823271 sle.k TURE DATE TELEPHONE \ 9-18-2005 (305) 772-0766 FEmAl 81-31, January 2003 CITY STATE South Florida Fl. ZIP COI 3082-3271 ' See reverse side for continuation. Replaces all previous editions w • IMPORTANT: in these spaces, copy the =responding inforination frOM Section A. BUILDING STREET ADDRESS (Including Apt, Unit, Suite, endior Bldg. No.) OR PAX ROUTE AND BOX NEI&: For Insurance Company Use: Policy Number CITY STATE ZIP CODE Company NAIC Number SECTION - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) budding owner. COMMENTS 1_1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El. through E5. If the Elevation Certificate is intended for use as supporting information for a LOMA or Ls • -F, Section C must be completed: El. Building Diagram Number (Select the budding diagram most simder to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents. the budding, provide a sketch or photograph.) E2. The top of. the bottom floor (indUding iiisernent *or LLI ft..(m)1__LI in. (cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available.). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building Is I—L-1 ft (m)1--1-11fl• (cm) above the highest adjacent grade., Complete Items C311 and C31 on front of form. E4. The top of the platform of machinery andfor equipment servicing thl.bulidIng is LLI ft. (m)LI___I in. (cm) Li above or 1_1 below (check one) the highest adjacent grade. (Use natural grade, If available.) E5. For Zone AO only tf no flood depth number is evadable, is the top of the bottom Door elevated in accordance with the community's floodplain management ordinance? LI Yes LINO ItioknOwit The loCalOfficial must ceitily this inftirrhatiOn in Section G. SECTION F- PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.ionly), and E for Zone A (without a FEMA-issued or community-Issued BFE) or Zone AO mitt sign here. *The statement a In Sections A , B, C, and E am correct to the beet of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS CITY STATE ZIP CODE DATE TELEPHONE IA Check hem If attachmertts SECTION G COMMUNITY INFORMATION (OPT) ) The local official who is authorized by law or onfinance to administer the community's floodpialn management ordinance can complete Sections A, B, C (or p, and G of this Bevadon certfficate. Complete the item(s) and sign below. GI. LI The inforrnatio' n In Section C was taken front documenta'don that has been eigned and embossed by a ficensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (indicate the source and date af the elevation data in the Comments area below.) G2. L_IA community official completed Seaton E for a budding located in ZoneA (without a FEMA-Issued or community-issued BFE) or Zone AO. G3.1_1 The following information (items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER [ G5. DATE PERMIT ISSUED Ga. DATE CERTIFICATE OF COMPUANCEJOCCUPANCY ISSUED G7. This permit has been issued for LI New Construction LI Substantial Improvement G8. Elevation of as-bult lowest floor (including basement) of the building im BFE or (in Zone AO) depth of flooding* the budding site I= . ft. (m) Datum: . IL (m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS 1_1 Check here If attachments FEMA Form 81-31, January 2003 Replaces all previous editions COUNTY -WIDE LAND SURVEYORS INC. LLANI; "SURVEYORS - PLANNERS 'P.O. BOX 823271 SOUTH FLORIDA, FL. 33082 -3271 (305) 772 -0766 Ale Y3 s I ttJ L LOCATION SKETCH NOT TO SCALE LEGAL DESCRIPTION Lot 3 and the Southi of Lot 2 in Block 168 of PLAT OF SECTION NO 6 -A MIAMI SHORES, according to the ,plat thereof, as recorded in Plat Book 12 at Page 54 of the Public Records of Miami -Dade County, Florida, SURVEYORS NOTES: 1). Legal description provided by client. 2). Right of way information obtained from record plat. 3). In Federal Flood Zone X, Panel 0093, last revised 3 -2 -94. 4). Benchamrk used- Dade County BM # N -568. 5). Elevations are referenced to National Geodetic Vertical Datum 1929 Adjsutment (NGVD29). BOUNDARY, IMPROVEMENTS & ELEVATION SURVEY SWIM FOR Diana Chinaberry 9312 N. Miami Ave. Miami Shores, F1. 33150 CERTIFICATE NOTE: " NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYORS SEAL." I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON COMPLIES WITH THE MIN TECHNICAL STANDARDS ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MAP a RS IN CHAPTER 61G 17-6. FLORIDA ADMINISTRATIVE CODE, PURSURANT TO SEC in ON $72.027, Florida Statutes. _ J "•SEPH L. MARTIN PROFESSIONAL LAND SURVEYOR 40 4368 STATE OF FLORIDA REVISIONS SY DATE FS.! PG. JOS�M s.