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RC-08-1368 f t ,5W.i9y 4 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL �ioRioII' Phone: (305)795-2204 Fax: (305)756-8972 37 ;:. nv Inspection Date: 11/20/2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Footing Owner: BUTLER, ROBERT Work Classification: Addition Job Address: 123 97 Street NE Miami Shores, FL 33138- Phone Number (786)556-2919 Parcel Number 1132060132440 Project: <NONE> Block: Lot: Contractor: HARVEST TRUST DEVELOPMENT GROUP Phone: (305)496-0992 Building Department Comments ADDITION OF NEW MASTER BEDROOM AND NEW DINING ROOM Insp.�tor Comments Passed Failed - 4e- c'e,J,X,r� Correction Needed .S 2644_ 74, Act Re-Inspection Fee F-1 ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. j Wednesday, November 19,2008 Page 2 of 2 i r i Inst-mc Worksheet a" 9 i 10050 N.:-- t, UOnlj&L Shores, FL esRcnr I%K IC .+_ Phone: Fa : ;v05)756-9922 , ii 4'A -0 f � Inspectii�ro u.::,r,�: -!I I'A,120:08 Permit Type: Plumbing - Residential Inspec:irl : L. :: ,,. Jtmes Inspection Type: Rough Owrer: ;t' u.. -! , R�C13ERT ...._._____ Work Classification: Gas Job Arldr(.:ss- 97 Stceev AVE Shores, FL 33139- Phone Number (786)556-2919 Parcel Number 1132060132440 Projec . Block: LOt: Con�raCi�,_jr' ��''_��L.�E°S r:A� SYSTEM INC/P��t��i:��e (P 3�I�P�k��E i%4vit Comments 325 GALDD!� GAS TANK f _...._ hsps-- ill::>3 Comments F cc Nee-Jee M)i,:.d: :I x s r..an i,,', 5,(.ra9uled until Wednesdayr, �J6 �tit; o' °f o 0��9 Page 1 of 2 Inspection Worksheet Miami Shores Village 4 N; o 10050 N.E. 2nd Avenue Miami Shores, FL �'RtiCAR9434� Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 11/25/2008 Permit Type: Plumbing - Residential Inspector: Levrock,James Inspection Type: Underground Rough Owner: BUTLER,ROBERT Work Classification: Addition/Alteration Job Address: 123 97 Street NE Miami Shores, FL 33138- Phone Number (786)556-2919 Parcel Number 1132060132440 Project: <NONE> Block: Lot: Contractor: LONGUS PLUMBING CONTRACTORS INC ll Phone: 305-383-9259 C' i� L' BuildingDepartment Comments �:�L ' NEW ADDITION NOV 2 6 NOR I ctor Comment Passed L Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . r Monday, November 24, 2008 Page 2 of 2 r ` t REQ Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 :..:::::::::..................................................::::::.:::::::...........................................::::::::::::::::..::...................................................... . , 1 :.. .... . ...€ ... . . .::.: Inspection Date: 11/25/2008 Permit Type: Plumbing - Residential Inspector: Levrock,James IC-�,`� '�`'f °r EL tcz Inspection Type: Plumbing Owner: BUTLER,ROBERT NOY Work Classification: Addition/Alteration Job Address: 123 97 Street NE Miami Shores, FL 33138- 0 Phone Number (786)556-2919 Parcel Number 1132060132440 Project: <NONE> Block: Lot: Contractor: LONCUS PLUMBING CONTRACTORS INC Phone: 305-383-9259 Buildina De artment Comments NEW ADDITION Spector Comments Passed PARTIAL SEWER Failed E:I_ Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until ' re-inspection fee is paid . Monday, November 24, 2008 Page 2 of 2 f Inspection Worksheet .,. �, Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 ctt31T2W u:... Inspection Date: 12/01/2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Footing Owner: BUTLER, ROBERT Work Classification: Addition Job Address: 123 97 Street NE Miami Shores, FL 33138- Phone Number (786)556-2919 Parcel Number 1132060132440 Project: <NONE> Block: Lot: Contractor: HARVEST TRUST DEVELOPMENT GROUP Phone: (305)496-0992 Building Department Comments ADDITION OF NEW MASTER BEDROOM AND NEW DINING ROOM Inspector Comments Passed cc 1 Failed �s�`��a��►��.�02� �fh��:� Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Wednesday, November 26,2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 -------------------------------------------------------------------------------------- ------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------- ------------1 Scheduled Inspection Date: March 11, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Window and Door Buck Owner: BUTLER,ROBERT Work Classification: Addition Job Address: 123 NE 97 Street Miami Shores, FL 33138- Phone Number (786)556-2919 Project: <NONE> Parcel Number 1132060132440 Contractor: HARVEST TRUST DEVELOPMENT GROUP Phone: (305)496-0992 Building Department Comments Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-90545. cc Failed Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 10,2009 Page 4 of 17 lnspdctiod Worksheet 1 w� Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)796-2204 Fax: (305)766-8972 ------------------------------------------------------------ -----------__----------------------------------------------------------------------- ..............------------------------------------------------------------------------------------------------ ..... ...... ... Scheduled Inspection Date: March 10, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Roof Sheathing Owner: BUTLER,ROBERT Work Classification: Addition Job Address: 123 NE 97 Street Miami Shores, FL 33138- Phone Number (786)556-2919 Parcel Number 1132060132440 Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Phone: (305)496-0992 Building Department Comments Infraction Passed Comments ROOF MITIGATION FORMS False HVHZ ROOF APPLICATION False PRODUCT APPROVALS False OWNER'S NOTIFICATION False Inspector Comments PassedCREATED AS REINSPECTION FOR INSP-90543. Wrong fasteners used, 41_1114d0119� 10D required. Failed Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 09,2009 Page 12 of 15 Inspection'Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Q Inspection Date: February 23,2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type• Slab Owner: BUTLER, ROBERT Work Classification: Addition Job Address:123 NE 97 Street Miami Shores, FL 331138- Phone Number (786)666-2919 Parcel Number 1132060132440 Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Phone: (305)496-0992 Building Department Comments Inspector Comments Passed E] Failed El Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 23,2009 a Pagel of M Inspec.'tion Worksheet N. Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL (30-1795-2204 Fax: (305)756-8972 ------------ ------------------------------------------------------------------------- -Phone:, -5............... -------------------------------------------------- .09 -I.15-v . ... .... Scheduled Inspection Date: February 25, 2009 Permit Type: Plumbing - Residential Inspector: Levrock,James Inspection Type: Plumbing Owner: BUTLER,ROBERT Work Classification: Addition/Alteration Job Address: 123 NE 97 Street Miami Shores, FL 33138- Phone Number (786)556-2919 Parcel Number 1132060132440 Project: <NONE> Contractor: LONCUS PLUMBING CONTRACTORS INC Phone: 305-383-9259 Building Department Comments 00 4 "ector Comments ents Passed wer connection line Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 24, 2009 Page 24 of 24 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ----------------------------------------- --------------------------------------------------------------------------_--------------------........................-..................... .......... ......... ----------U -C---a- I-- ----- ----- ---- Scheduled Inspection Date: February 26, 2009 Permit Type:,Plumbing - Residential Inspector: Levrock,James Inspection Type: Plumbing Owner: BUTLER,ROBERT Work Classification: Addition/Alteration Job Address: 123 NE 97 Street Miami Shores, FL 33138- Phone Number (786)556-2919 Parcel Number 1132060132440 Project: <NONE> Contractor: LONCUS PLUMBING CONTRACTORS INC Phone: 305-383-9259 Building Department Comments f Ins'pt r ments Passed 8E Failed Correction ❑ Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 25, 2009 Page 13 of 17 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL �IORT Phone: (305)795-2204 Fax: (305)756-8972 s B a ..oM. . w.. Inspection Date: February 23,2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Rake Beam Owner: BUTLER, ROBERT Work Classification: Addition Job Address: 123 NE 97 Street Miami Shores, FL 33138- Phone Number (786)556-2919 Parcel Number 1132060132440 Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Phone: (305)496-0992 Building Department Comments 'O Inspector Comments Passed E Failed El Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 23,2009 Page 1 of 1 Insp°�ction Worksheet Mian-ii Shores Village 10050 K.E. 2nd Avenue Miami Shores FL ��:�. Phone: (305)795-2204 Fax (305)756-8972 Scheduled Inspection Date:April 22, 2009 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Nailing Affidavit Owner: BUTLER,ROBERT Work Classification: Tile/Flat Job Address: 123 NE 97 Street Miami Shores, FL 33138- Phone Number (786)556-2919 Parcel Number 1132060132440 Project: <NONE> Contractor: ALLIED ROOFING INDUSTRIES INC Building Department Comments Inspector Comments Passed D m�) Failed la— Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 21, 2009 Page 23 of 23 Inspection Worksheet Miami Shores Village 10060 N.E.2nd Avenue Miami Shores, FL ............ Phone: (365)795-2204 Fax: (305)756-8972 -------------................. ------------ ------------------------------------------ ---------------------------------------------- ----------------------------------------- .............................Rcom A------- ............. X1 Scheduled Inspection Date:April 22, 2009 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Hot Mop Owner: BUTLER,ROBERT Work Classification: Tile/Flat Job Address: 123 NE 97 Street Miami Shores,FL 33138- Phone Number (786)666-2919 Parcel Number 1132060132440 Project: <NONE> Contractor: ALLIED ROOFING INDUSTRIES INC Building Department Comments jpector Comments Passed Failed Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-Inspection fee is paid. April 21,2009 Page 22 of 23 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795-2204 Fax: (305)756-8972 2 ..... --------------............. -------------------------------------------------------- .. ................................................................................ ....... ----------------- Scheduled Inspection Date:April 22, 2009 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Tin Cap Owner: BUTLER,ROBERT Work Classification: Tile/Flat Job Address: 123 NE 97 Street Miami Shores,FL 33138- Phone Number (786)556-2919 Parcel Number 1132060132440 Project: <NONE> Contractor: ALLIED ROOFING INDUSTRIES INC Building Department Comments Infraction Passed Comments TIN CAP SPACEING False laspector Comments Passed Failed c` (�U>� Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 21, 2009 Page 21 of 23 ------------------ -------------- Inspectiod Worksheet Miami Shores Village i 'Pit \ 10050 N.E. 2nd Avenue Miami Shores, FIL % Phone: (305)795-2204 Fax: (305)756-8972 -------------------------------------------------------------------------------- ---------------------.------- ---------------__----------------------------------------------------------------------------- Inspection Date: April 27, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Roef Trusses Owner: BUTLER,ROBERT Work Classification: Addition Job Address: 123 NE 97 Street Miami Shores, FL 33138- Phone Number Q36;1556-2919 Parcel Number — 1132060132440 Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Phone: (305)496-0992 Building Department Comments .inspector Comments Passed CREATED AS REINSPECTION FOR INSP-90542. Truss attachrnF W, not per plans Provide detail of truss attachment at existing wall at east side Failed El Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 27,2009 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E 2nd Avenue Miami Shores, FL ........... Phone: (3115)796-2204 Fax: (305)756-8972 .............. ----------------------- ----------------------------------------------- ........ ----------------------------------------------------------------------------------------...... ------ ------ .0S'P,,1,1,!1.1.1:1:1 Inspection Date:April 27, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Fill Cells Columns Owner: BUTLER,ROBERT Work Classification: Addition Job Address: 123 NE 97 Street Miami Shores, FL 33138- Phone Number (736;556-2919 Parcel Number 1132060132440 Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Phone: (305)496-0992 Building Department Comments 2 Inspector Comments Passed 4.8 Failed Correction Needed ❑ Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 27,2009 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL MRIVN' Phone: (305)795-2204 Fax: (305)766-8972 ................................. ----------------------------------------------------------------- ----- --- --------------------------------------------------------------------------------------------------- Inspection Date: April 27, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type. Tie Beam Owner: BUTLER,ROBERT Work Classification: Addition Job Address: 123 NE 97 Street Miami Shores,FL 33138- Phone Number Parcel Number 1132060132440 Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP F�ione'. X3001b)496-0992 Building Department Comments !nspector Comments Passed CREATED AS REINSPECTION FOR INSP-1 07034. cc Failed El Correction Needed ❑ Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 27, 2009 Page 1 of 1 5s y Inspection-Worksheet Miami Shores Village uun� 10050 N.E. 2nd Avenue Miami Shores, Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number:"INS -97803 Permit Number: RF-10-08-1841 Scheduled Inspection Date: May 21,2009 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Tile In Progress Owner: BUTLER, ROBERT Work Classification: Tile/Flat Job Address: 123 NE 97 Street Miami Shores, FL 33138- Phone Number (786)556-2919 Parcel Number 1132060132440 Project: <NONE> Contractor: ALLIED ROOFING INDUSTRIES INC Building Department Comments Inspector Comments Passed Failed Correction a Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. nw _9n1 SHo; s y�� Inspection-Worksheet Miami Shores Village tin. 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INS"P-113929 Permit Number, RC-7-08-1368 Scheduled Inspection Date: May 20,2009 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Insulation Owner: BUTLER, ROBERT Work Classification: Addition Job Address: 123 NE 97 Street Miami Shores, FL 33138- Phone Number (786)556-2919 Parcel Number 1132060132440 Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Phone: (305)496-0992 Building Department Comments icy a`y. c Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-90549. Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. �ynOR�S h Inspections Worksheet ■■uuu■� Miami Shores Village 4eMee� yon 10050 N.E.2nd Avenue Miami Shores, FL �toRmp' Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number:-INSP-113931 Permit'Number: RC-7-08-13 $ Scheduled Inspection Date: May 14, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Framing Owner: BUTLER, ROBERT Work Classification: Addition Job Address:123 NE 97 Street Miami Shores, FL 33138- Phone Number (786)556-2919 Parcel Number 1132060132440 Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Phone: (305)496-0992 Building Department Comments 6� Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-90548. ti 6A Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. an—— If AIT -_-.- AA -L.1N Inspection.Worksheet Miami Shores Village nm 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: RVSP-9a t5Q Perms iumt . RC-7- !$-1368 �. Scheduled Inspection Date:June 11,2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Drywall Screw Owner: BUTLER, ROBERT Work Classification: Addition Job Address:123 NE 97 Street Miami Shores, FL 33138- Phone Number (786)556-2919 Parcel Number 1132060132440 Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Phone: (305)496-0992 Building Department Comments c.e(\ Inspector Comments PZ KITCHEN ONLY PLEASE!!! ssONLY PLEASE!!!! ILL—" Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. June 10,2009 Page 25 of 26 Inspection Worksheet _ Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F 4.0 ..e Phone: (305)795-2204 Fax: (305)756-8972 Inspection 440er' OP-1126,32, P'ermit'NUmber: PL-11048-118399 Scheduled Inspection Date:April 28,2009 Permit Type: Plumbing- Residential Inspector: Levrock,James Inspection Type: Rough Owner: BUTLER, ROBERT Work Classification: Addition/Alteration Job Address:123 NE 97 Street Miami Shores, FL 33138- Phone Number (786)556-2919 Parcel Number 1132060132440 Project: <NONE> Contractor: LONCUS PLUMBING CONTRACTORS INC Phone: 305-383-9259 Building Department Comments ect Comments Passed PA TI L A Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. 5� ; y Inspection'Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Rte' Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-90847 Perrl'tit Number', RC-7-08-1368 ' Scheduled Inspection Date: June 03,2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Window Door Attachment Owner: BUTLER, ROBERT Work Classification: Addition Job Address: 123 NE 97 Street Miami Shores, FL 33138- Phone Number (786)556-2919 Parcel Number 1132060132440 Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Phone: (305)496-0992 Building Department Comments Inspector Comments Passed Aeb Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. Inspection*Worksheet 3� Miami Shores Village un� 10050 N.E. 2nd Avenue Miami Shores, FL 1Dp' Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP=114457 Permit i umber. RC 7 8 1368 Scheduled Inspection Date:June 03,2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Framing Owner: BUTLER, ROBERT Work Classification: Addition Job Address: 123 NE 97 Street Miami Shores, FL 33138- Phone Number (786)556-2919 Parcel Number 1132060132440 Project: <NONE> Contractor: HARVEST TRUST DEVELOPMENT GROUP Phone: (305)496-0992 Building Department Comments Inspector Comments PassedElCREATED AS REINSPECTION FOR INSP-113931. CREATED AS REINSPECTION FOR INSP-90548. Kitchen area only. NB 5-14-09 Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. ...__ - .f- ____ All _9.f1 1 � 7 yNR � Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami S a Phone: (305)795-2204 Fax: (305)7 Inspection Number;,INSP-114964 Permit Number: RF-10-08-1841 Scheduled Inspection Date: May 27, 2009 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Tile In Progress Owner: BUTLER, ROBERT Work Classification: Tile/Flat Job Address:123 NE 97 Street Miami Shores, FL 33138- Phone Number (786)556-2919 Parcel Number 1132060132440 Project: <NONE> Contractor: ALLIED ROOFING INDUSTRIES INC Building Department Comments Inspector Comments Passed /� CREATED AS REINSPECTION FOR INSP-97803. Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. s t Inspeictiolri Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, F Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: I'NSP-112632 : P�rmiftNLm)bm PIL-110�O� 11833x9) Scheduled Inspection Date:April 28,2009 Permit Type: Plumbing- Residential Inspector: Levrock,James Inspection Type: Rough Owner: BUTLER, ROBERT Work Classification: Addition/Alteration Job Address:123 NE 97 Street Miami Shores, FL 33138- Phone Number (786)556-2919 Parcel Number 1132060132440 Project: <NONE> Contractor: LONCUS PLUMBING CONTRACTORS INC Phone: 305-383-9259 Building Department Comments nsp omments Passed PA L Failed El Correction Needed Re-Inspection ❑ Fee No Additional, - - re-In sYazd atepotd - _ Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,.Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 BUILDING 132 Permit No. % W l'1 1 y 6t PERMIT APPLICATIOMaster Permit No. FBC 2004 Permit Type(circle): Building IIR--o--ofmg�p ? Owner's Name(Fee Simple Tideholder) O�t�--f (' d�V �" (+P.,/ Phone# �J 6Y� 7,5/,2–)JZ Owner's Address IV& n I $j-_— City M«/ State Zip Tenant/Lessee Name Phone# Job Address(where the work is being done) 157. City _ Miami Shores Village County Miami-Dade Zip FOLIO/PARCEL# Is Building Historically Designated YES NO Contractor's Company Name U51- Ve-Vo-fePhone# 30S'v T 14 V rL Contractor's Address City VA (1 - 1 State Qualifier Name!�Gf 0.fit o ')r+ualti G� 1., Phone# / b Z State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name(if applicable) &V(V6111✓J 69t Phone# Value of Work For this Permit$ Square/Linear Footage Of Work: VCS sem, Type of Work: ddition ❑Alteration ❑New ❑ Repair/Replace ❑Demolition Describe Work. �y tf f �✓�^� ''�f I U VSubmittal Fee$ Permit Fee$ �– CCF$ Training/Education Fee$ Technology Fee$ $ Radon$ DPBR$ Zoning$ Bond Code Enforcement$ Double Fee$ Structu Review.$ 6Z9 b+ Total Fee Now Due$ W See Reverse side-4 Bonding Company's Name(if applicable) Bonding Company's Address City State zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Con r The foregoing instrument was acknowledged before me this/,7— The foreg mstru nt was acknowledged before me this day of ,2061,by day of r ,2042f,by 4uttal*V who is personally known to me or who has produced - L• who' personally own to me or who has produced As identification and who did take an oath. as identification and who did a NOTARY PUBLIC: / NOTARY PUBLIC: FORGE MARQUES a ' n!,6J6172 00 Sign:E ;• Yyr M, N , Fc�N0o�°sN °Qou�o�O°0� Print' � Floddallo Print ..o My Commission Expires: My Commission Expire :� APPLICATION APPROVED BY: l� x7ove -2- 11 of 11Y'Lt ei.' Plans Examiner Engineer Zoning (Revised 07/10107) 11-20-08 11-20-08 REF: 234F3 l APPROVED TRUSS RNCH0R BY BUILDER "— -- -- REYi...12-22-08. REV HEEL HEIGHT=4-1/4- .. /.............................. REV./ _REV./ BOTTOH= 2X4 TOP= 2X4 12 XECEN aErrEruL IruoR.1 .3.21 I uwuF.e uRm wnouroRo�Yuw Nu DAAWTNa —— AMDwSTRMOIDMA THOSE . wsST NG MIOI18NGTHERECOMPONENTS 5-9-0 �9TR�EADMIDFOLLOW THE WMNwG9 AN0 F Mb TpN3W¢IA®LATHE DELNEPY DDNDT wSTKL 'e"-Yy�"p1,, + OR UBE iMEBE Gl1iONENTBUNTIL THEFULL W -•r ,C-9-O SSESMEHa/3E6REc�ErvEO UTOKLRo-H-EER kR' J ` TO HI6W eUMMPRY SHEET(TRI.- =0= . FL1TE a w3RTUTE RECOMENPOT—S)AN ND— ' TRUES DESIGNS FOR—TWT INFORIMTpN rn REGMDwG BRACRq AIiD NSTKIATDN TRUSS END DETAIL ria T14If4X „ �„"��AEeEW ENDNEER cm- la _ _ T1 A _ RED BIDE ECT Musr aE 9p1OHT IXJ MATTERS RELATNO i0 BEARING �` \ DE383N ANCHORApE,&NGIND wBTALATDN \ MlO use.NOLPoNENTS DADS TRU83 CUMPAM'B NOT RESPoN.&E FOR THESE TTEPB. PDiMR FROM THE BUILOINO ,.. y OEPMTMENT IS REW INST THESE THERE CCMPONENTS.DONOT IN STKLTHESE COMPONENTS uNTR ONE IS OBTMNED. NG 13-10-0 y �ERER OUWEMNENTSREO-TOR �.. � INBTALLATDN AND IAE OF iPuseE3 1 r MSTAMAROM—UM.DONOTGUTORKTER f� N --.R EPORTMIYpB O RUBSES [}� TPICBTOR.PfgFER NBTKIATION AND E'er A U HESE COMPONENTSWTHEBJLE - - - - - - - - - - - N �{'�I r� RE8PON91&LRYOF TH0.9E PER8oN9 NSTKLNO OF T2A - - - - - - - - - - - - - C LMBILOE9 TTHA LAY PEsuLT Fa MFIEw - _ - _ - INC.M NOT REEFON.4ELE FOR THE siOIUGE,MIBUBEORIMPROPERINBTKIATgN T2A OF THEEE COMPCNENTs WHDH MAP RESULT IN FMLURES,BODILYNDITS LOBS of PROPERTY ANDIOR LIFE TRUSSES MUST SE INSTKLED BY CIXJTRACTOR9 WRH SUF TRUSS INSTA W TDN MID HMIDLNO. IENCE w SECTION 11 w_ T, ARCHIERECTgN51fEAVM10NI5REdAREDSYA - - „ NSPECTION KTERATITECT FOR TRUSSES OVER Q FEET INNOKTEMTC? - - - LENDTH. gNOFTHETRUSSES �- - - - - - - - ON.RE 0.MCp7g4bF _ _ _ _ _ _ _ _ _ _ _ _ _ • I♦ETRUSSESW81CAU'U/D•TIS COMPANY ..... . .TO RPI —REsoNSINUTY FOR THE • FLAT ROO FRAMING BY BLDR. • e;STp;C FE j jHOBAY"'IESMO • PERMIT /,�I IS RKSA 1}'. .. •.II..BEB SHONNDF.HMAACgAPONEM • 7J'. .P.RT OF THE STRUcrIwE THIS ww ••••• .. .I REBRTUOSMEREwR 0 Miami Shores Vi!!ag —INDE—FROPERDENT"IU1I°" 9009: e .t TR 198E8 T3 0 0 000.0• ao 0 • �ALwEcrgyMw FERMMENT eRAr no 0000 N APPROVED BY DATE •• • BRgADR 'oeeAL •:..• SBIutt C£THE RAC TOR NOTTHE ,Rt15 OEsgNS ANp MDI.TEJURAI�R ME .. . INE.-DRAwwOS FOR A.V11W L ..... �o DEPT ?i lzla9 * oe IllTO T1 RK • .. . • 0 WIFOANDOTHER BPEDInDLGMrNGTD 0 THIS WALL's TOP IS AT SAME HEIGHT v� BLDG DEP ^' 131-111 E°r° s•�:w^R eEESARE •.... AS TRUSSES T2 BOTTOM CHORD's V3 T Com` /�� • �Ed�YE E""iW" ""° D • _ • •CO16FPSPAi OURND INSTKIATgN.TRUSSER ••••• SUBJECT TO COM ST E-��wDFA"T�E�N. . PLiANCE WI uspEsJ` RAgHTANDa%PGS�N . NTH ALL FEDERAL BfAAINSI ALL EEARw��BDE9GN3. STATE AMR: � I ��""DP EE R�EA;�B1L'" AND REGULATIONS ONDDK TRU83 DESIGNSFCA RFACT—.D uPUFfS.TRDeaEB WY NOT EEM ON ANY INTE—WKL OR FAR TON UNLESS DESDNEDFORSALE CR N.—DER P59pWNW TIE wOMCUK ENONEERMG OE91p11S. TRUSS 8PACIND IPO C.UNLESS OTIERWISENOTEDON—T MANSDlS.TRU834ANUFIORAtER WILL oraY Y TTMIp1ADlgHTC ETRU98 TO TRU83 T 1 oNN KTOR9 b 9l1DW N w THE ENGwEERwp PACHAGEANDONLY FOR 3PMiS OVER 12. M KL HANGBi3 REO.MiED fOR 1AU99E3OF LEBs � r THAN tY WBPMAND WIM REACTONe OF LESS ILDER. POUNOs MUST Ii SUPPLIED r EY BUILDFA.A11 TI-N TDNS REWIRwO 1 SPEC41LLYMANIIFADTURED HAAGFA9 ARE TO SE—.— AOOVTAMCSAAOAPPAOMAI.ALL pMENMONB, ._ NOTE : OUANTRESLOADwOMDDET/VL3ONTHIB Mlp OINTRU38 CESDN9 M SERWEDMDMTHEPO T —ITECT,EML SEMRA —ON Bv,YCEPRND, ,EBE. ALL THE INFORMATION SHOWN ON THIS TRUSS LAYOUT HAS RH TRLE-3-- ALL OPAUT BE NG HISDIF TNG, E LRIISSE3 DESCRIBED IN TN6CRAWINO, THE BUYEP OR&IVDYS REPRESENTATVE BEEN PROVIDED BY THE UNDERSIGNER OF THE PREVIOUSLY OCEP BM UND TgN90ESORIBEO HEREIN. INDMDUAL APPROVED LAYOUT,WHO BECOMES ENTIRELY AND SOLELY SECTION IIB-BTI TRUSS P NTPLAN AND ALTRUSTRUSS DESIGNS ACCEPTED AND APPROVED. RESPONSIBLE FOR THE ACCURACY OF ALL DIMENSIONS, HEEL By .._....--.__.........._.................... HEIGHTS, ROOF PITCHES,AND TRUSS SHAPES RESULTING DATE: --- ----- CUSTOMER NARVESTTRUST -^ FROM SUCH INFORMATION. I MODEL BUTIERRES, DATE NOV2L1-0B LOT ADDITION BLOCK JOB ADM. 123 NE 97 ST-MIAMI SHORES,FL ARCHITECT MARKA.CAMPBELL DESIGN DATA: (>"A: >aEear� SALVADOR R.JLjhDO P E. LORDING CRITERIA:FRC 2004 AREG.NWO. -;�,ROOF LIllE:30 PSF ROOF DEAD:25 PSF FLOOR LIVE: PSF FLOOR DEAD: PSF ND10 LORDING CRITERIA:RSCE7-02 DADS TRUSS COMPANYINCILD WIND DESIGN VELOCITY: 146 MPH x191 R.w.T1AVE.8D OPIAlJ1K I0WIND DURATION FACTOR:1.33BADS xJOD maxisEXPOSURE:C CRTEGORY11DESIGN ELEVATION:Uenes wnnaxTw I I DEAD LOAD FOR UPLIFT:10In ROOF TRUSS LAYOUT SCHLE: 1/4 = 1 —0 IMPORTANCEFACTOR:1.00 PAKmam iR r .. .. . . . .. .. . ECEIVED DADE TRUSS CO.1 C. To: 6401 NW.74 AVE. 1 Harvest Trust • • • •�rus� � • i MIAMI •• • • • e0 -"'I Jojt No: • • •,;" FL 33166 • • • • • •� Project: Butler Residence •• • • �� Bock NO: Addition Deliver To: •• i•i ��"•�� • �� Lot No: • • • Contact Site Ot3ke Deliver To Addres93 , Name: i. Phone: e Fax: Tentative Delivery Date: Material Summary Includes the following "11 r7 zll� General Truss Engineering Criteria&Design Loads(Individual Truss Design Drawings Show Specia'LL" N E 7BC2L i 146 mph:Total Roof Gravity Load=55 PSF.Floor Gravity Load=—PSF.Exposure C,Enclosed. ramIR Pages or sheets covered by this seal from:0001 thru 0010 Total:10 drawings.With my sea is i` e �' the Design Engineer and this Index sheet conforms to 61G15-31.003,section 5 of the FlorIds Board of Pry as ta This signed and sealed Index sheet Indicates acceptance of my professional engineering responsib8ftysolei I suitability and use of each truss component for any particular building is the responsibility of the building de `J 1 ? SALVADOR A JURADO P.E.STATE OF FLORIDA REG.NO 19939-6401 NW 74 AVE,MIAMI,FL 331 Date Truss Date Truss Date Truss Date Truss 0001 01.082009 T1 0002 01-082009 T1A 0003 01-0&2009 T2 0004 01-082009 T2A 0005 01-082009 T3 0006 01.06.2009 V10 0007 014)8-2009 V3 owe 01.0821109 Ve 0009 01-082009 V6A 0010 01-082009 V7 Miami Shores Village APPROVED 9Y DA�"E 4 DEPT ��l Z1l?!Oq BLOG1 DEPT a I 8U8JEG�'TO CDMPiIyNM WITH ANLL FEDER& ? NATE AND COt1N1Y RULES AND REtnUtATIA O l ©� SALVADOR JURADO P.E.STATE OF FLORIDA REG.NO 19939-041 NW 74 TH AVE.MIAMI FL 33166 see 0 • Jon Truss Qty Ply -L4RVEST,TRUST-BUTLER RES.ADDITION Truss Type 0001 23583-1 T•1•• 000 •• ••• CQMMON TR 10 1 • • Jo4 Reference o nal • • i• • . 7.100 s Sep 25 2008 MiTek Industries,Inc; ve Jan 0615:29:38 2009 Page 1 DA0)ETRUSS C0MPANr.1NC.0M M,FL. 166• • • •• ••• 7-100 •i• ••• 0 0 15-9-0 7-10% 7-1" . Scale m 125.8 •• ••i i 0 •• • • •• 6x8 MT20H= 3.21 12 2 3 1 - _ o 6 8 4 3x6= 2x4 I I 3x5= aa•o(a1-6) 0-8.0(0-1-8) 7-10-6 15'0.0 7-10-8 7-10.8 FPIMt�eO�ftets X 1:0-2-7, :0-2-7.ADING(p9f) SPACING 2-0-0 CSI DEFL in (loo) Udefl Ud PLATES GRIP 'TCL CLL 30.0 Plates Increase 1.33 TC 0.66 Vert(LL) -0.21 1-4 >877 240 MT20 244/190 TCD 15.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.39 1-4 >464 180 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.13 HorzJl-) 0.05 3 n/a ^� WDM 51 Ib BCDL 10.0 Code FBC2004/TPI2002 (Matra) LUMBER TOP CHORD 2 X 4 SYP No.2 NOTES BOT CHORD 2 X 4 SYP No.2 1)Unbalanced roof live loads have been WEBS 2 X 4 SYP No.3 considered for this design. BRACING 2)Wind:ASCE 7402;146Mpt"3 Aust):- _ TOP CHORD TCDL=7.Opsf:BCDL 3 •h=12ft:Cat.II:Exp Structural wood sheathing directly applied or 3-8-15 C;enclosed;C-C Interior( ).t6rob6FDOL-1.33 oc purlins. plate grip DOL=1.25 BOT CHORD i 3)AU plates are MT20 plates:unless otherwise Rigid ceiling directly applied or 6.2-2 oc bracing. indicated. MTek recommends that Stabilizers and 4)This truss has been de�gned for a 10.0 pat, required cross bracing be installed during truss bottom chord Erre load noriGonauFent-wdh_pny_ u erection,in accordance with Stabilizer other live loads. It Installation aulde. 5)Provide mechanical connection(by others)of truss to bearing plate caps - ' 437 REACTIONS (11chke) lb uplift at joint 1 and 4371b uplift at j i(rt 3. _ 1 83110-1-6 (input: 0-8-0) 6)This truss has been ci}signed 3 831/0-1-8 (input: 048.0) concentrated load of 200 OIb live located at all mid I Max Uplift panels and at all panel paints alonj ttii�Sbftom," I1 = -437(LC 3) Chord,nonconcurrent withi any"o lNe-loads 3 = -437(LC 3) FORCES (lb) LOAD CASE(S) Maximum CompressiordMa)dmum Tension Standard TOP CHORD 1-2 = -19301004 2-3 = -1934/1004 BOT CHORD 1-5 = -874/1782 4-55 = -874/1782 4-6 = -874/1782 3,6 = -87411782 WEBS 24 a = -11/392 1 SALVADOR JURADO P.E.STATE OF FLORIDA REG.NO 19939-6401 NW 74 TH AVE.MIAMI FL 33166 w � • • ••• • • • ••• •• •• • • • •• •• • Job Truss Truss Type Oty Py HARVEST TRUST-BUTLER RES.ADDITION 23543-1 T1A COMMONTR Z 1 • •.• • . 0002 • • • R • O• •l i i DADE TRUSS COMPANY,INC.,MIAMI,FL.33166 7.10.0 s 2 M ek I*dustries,lhPruele 0615:28:38 2009 Pape 1 • • • • • 7-148 • ••• ••• • • •• 15-9.0 7-10-8 7-10.8 000 • • • •• 000 ••• Scale 1:25.7 • ••• • • • • •• • ••• i i ••• i :04 �•• •• 5xS= 321 12 3 3x4 2 l �/ 4 3x4 3x4 3x4 ZZ 0 1 5 I � I 3x6= 7 6 a 3x8= 3x4= 2x4 II 3x4= 0-"(0-1-e) 06"(a1-S) 7.10-e 15-94 7-10-8 7-10.8 Plate Offsets(X,)D: [1:0-3-12,04-81,15:041-12,0-11A LOADING(psf) SPACING 2-0-0 CSI DEFL in (loo) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) -0.17 1-6 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.58 Vert(TL) -0.29 1-6 >61S 180• BCLL 0.0 Rep Stress Iner YES WB 0.12 Haz(TL) 0.05 5 n/a We BCDL 10.0 Code FBC20041TPI2002 (Matrbo Weight:61 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 BOT CHORD WEBS 2 X 4 SYP No.3 6-8 = -1328/1707 SLIDER 5-8 - -1328/1707 Left 2 X 4 SYP No.2 3-6-7, WEBS Right 2 X 4 SYP No.2 3-6-7 3-6 = -2065 BRACING TOP CHORD NOTES Structural wood sheathing directly applied or 4-1-0 oc 1)Unbalanced roof live bads have been purlins. considered for this design. BOT CHORD 2)Wind:ASCE 7.02;146mph(3-second gust); Rigid ceiling directly applied or 5-1-3 oc bracing. TCDL-7.Opsf;BCDL=3.Opsf;h=12fk Cat.11;Exp Lrequired ecoE ds that Stabilizers and C;enclosed;C-C Exterior(2);Lumber DOL=1.33 cracing be installed during truss p�grip DOL=1.25 ,indance with Stabilizer 3)This truss has been designed for a 10.0 pelf ion uide. bottom ohordlive load nonconourrent with any other live loads. REACTIONS (Ib/size) 4)Provide mechanical connection(by others)of 1 = 831/0-1-8 (input: 048-0) truss to bearing plate capable of withstanding 694 5 = 331/0-1-8 (input: 0.8-0) Ib uplift at joint 1 and 694 Ib uplift at joint 5. Max Upli(t 5)This truss has been designed for a moving 1 = -694(LC 3) concentrated load of 200.O1b live located at all mid 5 = -694(LC 3) panels and at all panel points along the Bottom Chord,nonconcurrerd with any other live bads. FORCES (lb) Maximum Compression/MaAmum Tension TOP CHORD LOAD CASE(S) 1-2 = -1839/1498 Standard 2-3 = -1758/1517 3.4 = -1758/1517 4-5 = -1839/1498 BOT CHORD 1-7 = -1328/1707 6-7 = -1328/1707 SALVADOR JURADO P.E.STATE OF FLORIDA REG.NO 19939-6401 NW 74 TH AVE.MIAMI FL 33166 a ` • • • • • • • • • • ••• • • • • •• • • Job Truss Truss Type wky Ply HARVEST TRUST-BUTLER RES.ADDITION0003 23543-1 T2P • ... COMMON TR 6 1 • • • • • • • Job Reference(optional) DADE TRUSS COMPANY•I Cy M FL.43166• • • . 7.100 s Sep 25 2008 MiTek Industries,Inc. Tue Jan 0815:29:39 2008 Pagel • • • •• 13-10-0 •• • 8.1}0•i 6-11-0 6-11-0 Scales 1:22.5 •• ••• •• • • • •• • •• • • • • ••• •• •• ••• • • • • • •• 6x8= 3.21 12 2 T / 3 5 4 6 3x5 2x4 II 3x5= = 0$-0(0-1-8) o-"(0-1-8) 8-11-0 13-10.0 6-11-0 6-11-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.50 Vert(LL) -0.14 1-4 >999 240 MT20 244/190 TCDL 15.0 Lumber increase 1.33 BC 0.83 Vert(TL) -0.26 14 >614 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.04 3 n/a n/a BCDL 10.0 Code FBC2004lrP12002 (Matrix) Weight 451b LUMBER TOP CHORD 2 X 4 SYP No.2 NOTES BOT CHORD 2 X 4 SYP No.2 1)Unbalanced roof live loads have been WEBS 2 X 4 SYP No.3 considered for this design. BRACING 2)Wind:ASCE 7-02:146mph(3-second gust); TOP CHORD TCDL=7.Opsf:BCDL=3.Opsf;h=12ft:Cat.II;Exp Structural wood sheathing directly applied or 4-45 oc C:enclosed:C-C Interior(1):Lumber DOL=1.33 purlins. plate grip DOL=1.25 BOT CHORD 3)This truss has been designed for a 10.0 psf Rigid ceiling directly applied or 6-9-8 oc bracing. bottom chord live bad nonconcurrent with any MiTek recommends that Stabil'¢era and other live loads. required cross bracing be installed during truss 4)Provide mechanical connection(by others)of erection,in accordance with Stabilizer truss to bearing plate capable of withstanding 387 Installation auide. Ib uplift at joint 1 and 387 Ib uplift at joint 3. 5)This truss has been designed for a moving REACTIONS (lb/size) concentrated bad of 200.01b live located at all mid 1 = 72610-1.8 (input: 0-84)) panels and at all panel pants along the Bottom 3 728/4-1-8 (Input: 048.0) Chord,nonconcurrent with any other live loads. Max Uplift 1 = -387(LC 3) 3 = -387(LC 3) LOAD CASE(S) Standard FORCES (lb) Maximum CompressiordMaximum Tension TOP CHORD 1-2 = -1667/878 2-3 = -1667/878 BOT CHORD 1-5 = -76311533 4-5 = -763/1533 4.6 = -76311533 13-6 = -763/1533 WEBS 12-4 = -9/366 SALVADOR JURADO P.E.STATE OF FLORIDA REG.NO 18939-6401 NW 74 TH AVE.MIAMI FL.33166 • a •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • ••• Job Truss Truss Type Oty Ply HARVEST TRUST-BUTLER RES.ADDITION 23543-1 T2A COMMON TR 2 1 • ••• . . 0004 •• •• Refe ifce n i i DADE TRUSS COMPANY.INC..MIAMI,FL.33188 7.106 seep& M ek I uaMes,Inc.slue 0615:29:39 2009 Page 1 • • 5-11-0 ••• i•• •i• 1310-0 • •• 811-0 8.11-0 •• • • • •• ••• •• Scala 1:22.5 • ••• • • • • •• • •• • • • • • ••• •• 5x8= 3.21 12 3 3x4 2. 4 3x4 3x4 �Tl- �`� 3x4 zz 1 5 I 3x5= 75 8 3x5= 3x4= 2x4 II 3x4= 048.0(0-1-8) 0-84(0-1-8) 8-11-0 13.10-0 5-11-0 8-11-0 Plate Offsets X, 1:0-4-4.0-1-8, 5:04-4.0-1-8 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loo) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) -0.11 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC. 0.50 Vert(TL) -0.19 1-6 >815 180 BCLL 0.0 Rep Stress[nor YES WB 0.11 Horz(TL) 0.03 5 n/a Me BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight:54 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 BOT CHORD WEBS 2 X 4 SYP No.3 6-8 = -1193/1465 SLIDER 5-8 = -1193/1465 Left 2 X 4 SYP No.2 3-0-8. WEBS Right 2 X 4 SYP N0.2 3-0-8 3-6 = -1/341 BRACING TOP CHORD NOTES Structural wood sheathing directly applied or 4-8-2 oc 1)Unbalanced roof live loads have been purlins. considered for this design. BOT CHORD 2)Wind:ASCE 7-02;146mph(3-second gust); Rigid ceiling directly applied or 5.6-1 oc bracing. TCDL=7.Opsf:BCDL=3.0psf:h=12fk Cat.II:Exp MITek recommends that Stabilizers and C;enclosed;C-C Exterior(2):Lumber DOL=1.33 required cross bracing be installed during truss plate grip DOL=1.25 erection,in accordance with Stabilizer 3)This truss has been designed for a 10.0 psf Installation guide. bottom chord live load nonconcurrent with any other live loads. REACTIONS (Ib/size) 4)Provide mechanical connection(by others)of 1 = 726/0-1-8 (input: 0-8A) truss to bearing plate capable of withstanding 636 5 = 726/0-1-8 (input: 0-8-0) Ib uplift at joint 1 and 636 ib uplift at joint 5. Max Uplift 5)This truss has been designed for a moving 1 = -636(LC 3) concentrated load of 200.01b live located at all mid 5 = -636(LC 3) pals and at all panel points along the Bottom Chord,nonconcurrent with any other rive loads. FORCES (lb) Maximum Compression/MaAmum Tension TOP CHORD LOAD CASE(S) 1-2 = -15821351 Standard 2� = -1510/1367 3-4 = -1510/1367 4-5 = -158211351 BOT CHORD 1-7 = -1193/1465 6-7 = -1193/1465 SALVADOR JURADO P.E.STATE OF FLORIDA REG.NO 18939-641 NIN 74 TH AVE.MIAMI FL 33166 ... . . . ... . . ...=, 00, Job QtY Pb HARVEST TRUST-BUTLER RES.ADDITION0005 23543-1 USS 2 1 • • Job Referencxnal DADE TRUSS COMPAN .I C•M f,FL.6�31689 • • . • 7.100 a Sep 25 2008 MITek Industries.Inc. Tue Jan 0615:29:39 2009 Page 1 •• • i •i • • • 6-8.0 6.8.0 Scale a 1:13A •• •.• •• • • • •• 2x411 •• •.♦ • • • • • •• 3.21 12 T1 wi 1 B1 cccYYY 4 3 3x4= Zx4 I I 04140-1-6) 04.0(0-1-8) s.s-o 6.6-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loo) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.74 Vert(LL) -0.20 1-3 >372 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.77 Vert(TL) -0.32 1-3 >235 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 3 n/a n/a Weight.23 lb BCDL 10.0 Code FBC20041rP12002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS WEBS 2 X 4 SYP No.3 2-3 = -279/238 BRACING TOP CHORD NOTES Structural wood sheathing directly applied or 6-8-0 oc 1)Wind:ASCE 7-OZ146mph(3-second gust); purlins. TCDL=7.Opsf;BC0L=3.0psf;h=12R;Cat.II;Exp BOT CHORD C;enclosed;C-C Intedor(1);Lumber DOL=1.33 Rigid ceiling directly applied or 10-0-0 oc bracing. plate grip DOL=1.25 MiTek recommends that Stabilizers and 2)This truss has been designed for a 10.0 psf required crass bracing be installed during truss bottom chord live load nonconcurrent with any erection,in accordance with Stabilizer other live loads. Installation guide. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 176 REACTIONS (lb/size) Ib uplift at joint 1 and 219 Ib uplift at joint 3. 1 = 341/0-1-8 (input: 041-0) 4)This truss has been designed for a moving 3 = 341/0-1-8 (Input: 048-0) concentrated load of 200.O1b live located at all mid Max Horz panels and at all panel points along the Bottom 1 151(LC 3) Chord,nonconcurrent with any other live loads. Max Uprdt 3 219(LC 3) LStandardSE(S) Max Grav 1 = 355(LC 5) 3 = 355(LC 6) !FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD 11-2 = -88/62 BOT CHORD 1-4 = -0/0 3-4 = -0/0 WEBS 2-3 = -279/238 SALVADOR JURADO P.E.STATE OF FLORIDA REG.NO 19938-641 NW 74 TH AVE.111"I FL 33166 . . ... . . . . ... Job Truss Truss Type i Qty Pry HARVEST TRUST-BUTLER RES.ADDITION 23543-1 V10 VALLEY TR it 1 0 000 . • 0046 DADE TRUSS COMPANY,INC.,MIAMI,FL.33166 7.1 Z:0 s—.5ep iff 20178 Mirekladustries,Mc. •.Tue 5 0615:29:40 2009 Page 1 5.45 '.' i•• •i• i •• • 1041-10 5-4-55-45 5 54-5 •• • • • •• ••• •• Scale o 1:16.8 •• • • • • • ••• •• 4Y6= 321 12 2 ` ri W, 1 3 1 5 4 8 3x4 2x4 11 3x4 10.6-10 10-8-10 LOADING(psf) SPACING 2-" CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber Increase 1.33 BC 0.23 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress[nor YES WB 0.09 Hoa(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matra) Weight:30 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 BOT CHORD WEBS 2 X 4 SYP No.3 4-6 = 0/20 BRACING 3.6 = 020 TOP CHORD WEBS Structural wood sheathing directly applied or 60-0 oc 2-4 - -428/298 purlins. BOT CHORD NOTES Rigid ceiling directly applied or 10-0-0 oc bracing. 1)Unbalanced roof live bads have been MITek recommends that Stabilizers and considered for this design. required cross bracing be installed during truss 2)Wind:ASCE 7442:146mph(3-second gust); erection,in accordance with Stabilizer TCDL=7.Opsf:BCDL-3.Opsf;h-12ft:Cat.11;Exp Installation guide. C;enclosed;C-C Interlor(1):Lumber DOL=1.33 plate grip DOL=1.25 REACTIONS (lb/size) 3)Gable requires continuous bottom chord bearing. 1 18110-1-8 (input: 10-8-10) 4)This truss has been designed for a 10.0 psi 3 = 181/0-1-8 (Input: 10-8-10) bottom chord live load nonconcurrent with any 4 573/0-1-8 (input: 10-8-10) other live loads. Max Uplift 5)Provide mechanical connection(by others)of 1 = 10 LC 3 truss to bearing plate capable of withstanding 103 3 = -103(LC 3) Ib uplift at joint 1.103 Ib uplift at joint 3 and 308 Ib 4 = -308(LC 3) uplift at joint 4. Max Grav 6)This truss has been designed for a moving 1 = 282(LC 8) concentrated bad of 200.Olb live located at all mid 3 282(LC 10) panels and at all panel points along the Bottom 4 = 573(LC 1) Chord,nonconcurrent with any other live load. FORCES (lb) LOAD CASE(S) Maximum Compression/Maximum Tension TOP CHORD Standard 1-2 = -63!40 2-3 = 4W4O BOT CHORD 1 1-5 = 0/20 4-5 = 0/20 SALVADOR JURADO P.E.STATE OF FLORIDA REG.NO 19939-ti401 NW 74 TH AVE.MIAMI FL.33166 ... • . . ... . • • • . • Job Truss Truss type QtY Ply HARVEST TRUST-BUTLER RES.ADDITION 0007 23543-1 V1 • VALLEY TR 1 1 • • • • , • • Job Reference o al DADE TRUSS COMP ,I C,M M1AT.FL. 188• • • • , 7.100 s Sep 25 2008 MTek Industries,Inc. Tue Jan 0615:28:40 2009 Page 1 000 • • :• 3-10-12 •• • ;1 .:0 1-11 8 1-11.6 3x4= Scale=1:7.3 •• ••• •• • • • •• • •• • • • • :0: •• • •• ••• • 391 1 2i �•• 2 3 1 T 1 a-10.12 3-10-12 Plate Offsets X, 2:0-2-0,E e LOADING(psf) SPACING 2-" CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC20041TPI2002 (Matrix) Weight:6 l LUMBER TOP CHORD 2 X 4 SYP No.2 4)Provide mechanical connection(by others)of BRACING truss to bearing plate capable of withstanding 53 lb TOP CHORD uplift at joint 1.90 Ib uplift at joint 2 and 53 Ib uplift Structural wood sheathing directly applied or 3-10-12 at joint 3. oc purlins. 5)Beveled plate or shim required to provide full BOT CHORD bearing surface with truss chord at joint(s)2. Rigid ceiling directly applied. 6)This truss has been designed for a moving MTek recommends that Stabilizers and concentrated load of 200.01b live located at all mid required cross bracing be installed during truss panels and at all panel points along the Bottom erection,in accordance with Stabilizer Chord,nonconcurrent with any other five loads. Installation auide. REACTIONS (ib/size) LOAD CASE(S) 1 = 62/0-1-8 (input: 3-10-12) Standard 2 124/0-1-8 (input: 3-10-12) 3 = 62/0-1-8 (input: 3-10-12) Max Uplift 1 = -53(LC 3) 2 = -90(LC 3) 3 = -53(LC 3) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD 1-2 = -13(18 2-3 = -13/18 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02:146mph(3-second gust): TCDL=7.Opsf BCDL=3.Opsf:h=12ft:Cat.II:Exp C; enclosed;C-C Interior(1);Lumber DOL=1.33 plate grip DOL=1.25 3)Gable requires continuous bottom chord bearing. SALVADOR JURADO P.E.STATE OF FLORIDA REG.NO 19939-6401 NW 74 TH AVE.MIAMI FL.33166 •• •• • • • •• •• • • • • • • • • ••• Job Truss Truss Type oty Py HARVEST TRUST-BUTLER RES.ADDITION 23543-1 V6 VALLEY MONO 1 1 • ••• • 0 0008 • • • 1 Ref • o• rial i i DADE TRUSS COMPANY,INC.,MIAMI,FL.33166 7.1 Z 2 Mirek ladustries,To.•ue 0615:29:40 2009 Page 1 • • • • • 8-11-0 • ••• ••• • • •• 8-11-0 •• • • • •• ••• •• Scale 1:12.9 • ••• • • • • •• • • • • • • •• • i 2x4 11 ••• 1 1 ••• t t i•• •• 2 3.21 12 W1 81 Ll 4 3 3x4 r 2x4 If B-11-0 6-11-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.71 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight:21 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS WEBS 2 X 4 SYP No.3 2-3 = -261219 BRACING TOP CHORD NOTES Structural wood sheathing directly applied or 6-11-0 1)Wind:ASCE 7-02;146mph(3-second gust); oc purlins. TCDL=7.0psf:BCDL-3.0psf:h=12ft:Cat.II;Exp BOT CHORD C;enclosed;C-C Interior(1);Lumber DOL=1.33 Rigid ceiling directly applied or 10-0-0 oc bracing. plate grip DOL=1.25 MiTek recommends that Stabilizers and 2)Gable requires continuous bottom chord bearing. required cross bracing be installed during truss 3)This truss has been designed for a 10.0 psf erection,in accordance with Stabilizer bottom chord live load nonconcurrent with any Installation ouide. other live loads. 4)Provide mechanical connection(by others)of REACTIONS (ib/size) truss to bearing plate capable of withstanding 167 1 = 319/0-1-8 (input 6-11-0) Ib uplift at joint 1 and 202 lb uplift at joint 3. 3 319/0-1-8 (input 6-11-0) 5)This truss has been designed for a moving Max Horz concentrated load of 200.01b live located at all mid 1 129(LC 3) panels and at all panel points along the Bottom Max Uplift Chord,nonconcurrent with any other live loads. 1 = -167(LC 3) Max Grav -202(LC 3) LOAD CASE(S) 1 = 345(LC 5) Standard 3 345(LC 6) FORCES (lb) Mabmum Compression/Maximum Tension TOP CHORD 1-2 = -75/54 BOT CHORD 1-4 = 0/0 3-4 - 0/0 WEBS 2-3 = -261219 SALVADOR JURADO P.E.STATE OF FLORIDA REG.NO 19939-641 NW 74 TH AVE.MIAMI FL.33166 Job Truss Truss Type Qty Ply HARefere RUST-BUTLER RES.ADOITION0009 23543-1 VGA • ... 1 • • • • • VALLEY MONO• 1 Job o tonal DADE TRUSS COMPAWo I C ,FL.:31ST • •• i : 7.100 s Sep 25 2008 MTek Industries,Inc. Tue Jan 0615:29:41 2009 Page 1 • • • •• • i •� ••i • • 811-0 Scale.1:13.8 •• ••• •• • • • •• 2x411 • •• • • • • ••• • 3 •• ••• • • • • • •• 3.21 f 12 2x4 11 2 1 w1 t W2 6 5 7 4 3x4= 2x4 11 2x4 11 3-54 3-5.8 3 5 8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.23 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.30 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Inor YES WB 0.10 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC20041TPI2002 (Matrix) Weight:25 Ib !LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYR Not BOT CHORD WEBS 2 X 4 SYP No.3 5.6 = 010 1 BRACING 5-7 = 0/0 TOP CHORD 4.7 - 010 Structural wood sheathing directly applied or 60-0 oc WEBS purlins. 3-4 = -110/92 BOT CHORD 2-5 = -381/329 Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and NOTES required cross bracing be installed during truss 1)Wind:ASCE 7-02:146mph(3-second gust); erection,in accordance with Stabilizer TCDL=7.Opsf;BCDL-3.Opst h-1 21t;Cat.It;Exp Installation guide. C;enclosed;C-C Interior(1);Lumber DOL=1.33 i plate grip DOL=1.25 REACTIONS (lb/size) 2)Gable requires continuous bottom chord bearing. 1 = 145/0.1-8 (input: 6-11-0) 3)This truss has been designed for a 10.0 psf 4 135/0-1-8 (Input: 6.11-0) bottom chord live load nonconourrent with any 5 = 46510-1-8 (input 6-11-0) other live loads. Max Hors 4)Provide mechanical connection(by others)of 1 = 168(LC 3) truss to bearing plate capable of withstanding 41 Ib Max Uplift uplift at joint 1,84 lb uplift at joint 4 and 3041b uplift at joint 5. '1 - -41(LC 3) 4 = -"LC 3) 5)This truss has been designed for a moving 15 = -304(LC 3) concentrated bad of 200.OIb live located at all mid Max Grav panels and at all panel points along the Bottom 1 266(LC 6) Chord,nonconcurrent with any other live bads. 4 = 2S1(LC 8) I5 465(LC 1) LOADCASE(S) FORCES (lb) Standard ,Maximum CompresskxVMaximum Tension TOP CHORD 11-2 = -143/60 12-3 = -48/21 BOT CHORD 1-6 = Oro SALVADOR JURADO P.E.STATE OF FLORIDA REG.NO 19939-6401 NW 74 TH AVE.MIAMI FL.33166 Job Truss Truss Type Qty Ply HARVEST TRUST-BUTLER RES.ADDITION 23543-1 V7 VALLEY TR 1 . . • • 0010 • • • ' R2!@210• • •I i i DADE TRUSS COMPANY,INC.,MIAMI,FL.33168 7.1 s 2 MiTek Industriiol es,I ue 0615:29:41 2009 Page 1 3-7-13 • ••• ••• • • •• 7-3-10 3-7-13 3-7-13 •• • • • •• ••• •• Scale 1:13.3 • ••• • • • • •• • •• • • • • • ••• •• 3x4= 321 12 2 T T1 1 3 B1 D 995C, 4 3x4% 3x4 zZ 7-3-10 7-3-10 Plate Offsets X 2:0-2-0.Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udetl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.16 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.63 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Inor YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC20041TPl2002 (Matrix) Weight.19 lb LUMBER TOP CHORD 2 X 4 SYP No.2 NOTES BOT CHORD 2 X 4 SYP No.2 1)Unbalanced roof We bads have been BRACING considered for this design. TOP CHORD 2)Wind:ASCE 7-02146mph(3-second gust); Structural wood sheathing directly applied or 640.0 oc TCDL=7.Opsf:BCDL=3.Opsf:h=12ft:Cat.It:Exp purlins. BOT CHORD C;enclosed;C-C Interior(1);Lumber DOL=1.33 Rigid ceiling directly applied or 10-0 0 oc bracing. plate grip DOL=1.253)Gable requires continuous bottom chord bearing. MTek recommends that Stabilizers and 4)This truss has been designed for a 10.0 psf required cross bracing be installed during truss bottom chord live bad nonconcurrent with any erection,in accordance with Stabilizer other live bads. Installation guide. 5)Provide mechanical connection(by others)of REACTIONS (Ib/size truss to bearing plate capable of withstanding 160 Ib uplift at joint 1 and 160 Ib uplift at joint 3. 1 279/0-1-8 (input 7-310) 6)This truss has been designed for a moving 3 = 279/0-1-6 (Input: 7-3-10) concentrated load of 2DO.Oib live located at all mid Max Uplift panels and at all panel points along the Bottom 1 = -160(LC 3) Chord,nonconcurrent with any other live loads. 3 = -160(LC 3) Max Grav 1 327(LC 7) LOAD CASE(S) 3 = 327(LC S) Standard 1 FORCES (lb) Maximum Compressk n/Maximum Tension TOP CHORD 1-2 = -4661344 2-3 = -4661344 �BOTCHORD 1-4 = -300/426 34 = -300/428 SALVADOR JURADO P.E.STATE OF FLORIDA REG.NO 19939-801 NW 74 TH AVE.MIAMI FL 33166 4Jl► dual #�. P pl&l.�A�7ET1r 4 mon you am a* wwathoodwWri- QAUM 4 � s & tQ'dosarNM1. r eitlon tr ry. HIB-91 Summa ' Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL TRUSS PLATE INSTITUTE PLATE CONNECTED WOOD TRUSSES° sa3°'°noMO°r,Suft 200 Uwff9w,Wboomin sm 8 h is Lire resvwrsJbrt"1!v o►tine installer retrive. building co,ntractar, liceneed (hos)833-NO P inthewoodUmIndustry,butmuo%dueto#wnatureofresponsibilities corrbactor, erector or erection cotttractora lb nrocerly►acelve an/cad stare Involved,be Presented as a guide forfhs use of a qualified building designer or handleinstep and brace meW plate connected wood&=09 110 crated Hre and installer.Thus,theTtuss Plate Institute,Inc.expressly disclaims any responsibility Property.The installer must 0twcise the same high degree of safety awareness as forderrtsges arising iromthe use, with any other structural material.TPI does not intend these recommendations is end am8gIrdars wising mon or reliance onthe recommendations beiftwWdedaswPwb t #wprojoctArehkm-sorEng 'sdesignspec on Copy p by herein .Inc. rig reserved.This document or for handling,in�slUng and bracing wood truasesfor a particular orfbor.These any part thereof must not be rsproduoed in any form without written permission recommendations are based upon the collective experience Off kmw Ug t_e-chhniical of the publisher.Printed in the United States of America. 'ITS. �s :Aa TRUSS STORAGE i 89-1 Y w-1 Y Trussesetoredhorb wftllyshouldbesup- ported on blocking to prevent excessive Trusses stored vertically should be lateral bending and lessen moisture gain. braced to prevent toppling or tipping. WAIROW a7 x ;F Frame 1 No 1AWARNING: Do not attach cables, chains, or -1 VAAP11419d.Do0 NRsinglebrusseswithspans hooks to the web members. greater than 3Q'by the peak, MECHANIC '. •• .. of Is" AINSTALLATId� :.. •:• • rag Approximateiy Approximately Tag .• Une Ya truss length y,truss length Line . It . . . • s # Trues sptlle less than 3'. ••• i i ••• i i ••• •• Lifting devices should be connected Strongback/ ' Spreader Bar to the truss top chord with a cloaed- loop attachment utllbdng materials SpreaderBar 10' Toe In Toe In such as slings,chains,cables,nylon Wrapping,etc.of sufficient strength to carry the weight of the truss. Approximately Approximateiv V2 to i5 truss len %to V4 truss length Lou than or equal to 60' Tag Greeter than 00' Liner Tag une Spreader Bar Strongbeck/ SpreaderBar 10' 10' Toe In Toe In At or above mid-height �• Approximately Approximately le ya to%truss n 7A to i5 truss length Less than or equal to Wr Uea Tag area than 80' CAUTION:Temporary bracing shown In this summary sheet Is adequate for the Installation of trusses with similar configurations. Consult a registered professional engineer N a dl WOM bracing arrangement Is desired The engineer may design bracing in accordance with TPI's Recommended Desi S hlcadon for Tem Bred of Metal Plato Co A. fir+ P� P�rY n4 Connected Wood y Ti�aes, SIM", and-in some cases determine that a wider spacing Is possible. GROUND BRACING BUILDING INTER16K GROUND BRACING: BE1f .DING EXTERIOR COD Tap Chat/ Tyykd VM1kM Fad Mf AN � a and PIM Bbddng s^ r brom / wrd•al(Ga ri 1T, Chad �Q8y f` '�`� Ground Bna• L. \ vwvads(oev) Ground broon Ground' tn NoW 2nd � d � Qroand � str"` `�\ �} I' WoundBookup .earn I Tiw+aat h•timah�I g•au•�bar w9b Inta••rground abdu. Mumple d d—am CAUTION:Ground bracing required for all installations. Frame 2 ��"�„�• '�"'#'ri� NOUN E� �� M. VIA 77 6J& Qiizi - `.� ►moi ;* .z • • ice' • - • - s 1� � r• � a S 1 - K.Lateral Brace W, A- Continuous Top Chord Required 1(r or Greater Attachment Required ss TAUS9$. - Y u PP t r 3 1 MINOWUii LATERAL BRACE LIM mmum F,777 FM s WARNNG: # me recomrnandwonscmid re"insevere personal mi"4 MISS,, �1 ' tom„►_ §r u-. loll ` A �Mjr• ..�. ./ •► C 4 � ��, f 'F2WES MEMBER PLANE ,Pj r , • • • • • • • • • • • TOP CHORD 2X� . RAIP&LE� .:• Continuous TOP CHORD DIAGONAL BRACE CHORD TRUSS Top Chord MINIMUM LATERAL BRACE SPACING (DBS Lateral Brace SPAN, DEPTH' SPACING(LBi. #trusses f ttwt Required oY dS ar4twaUy beao•d caw be" • S P f 0 F SPF/M F andcaweceilepsel!ltiarlpis • 1 O'or Car@ate Up to 32' 30" 6' 18 10gI : `J Over 32'-48' 42° 1 6' 6 4t9ei n Purw,s %toWAwdwh• a»aad aeh• to the top•we of thetopchord —L Over 48'-60' 48' 1 5' 4 2 n Over 60' See a registered rofessional engineer •• • • • • 000 •• Attachment • ' DF-Douglas Fir-Larch SP-Southern Pine •• • � i•i i i i i i• • Required / HF-Hem-FirSPF-Spruce-Pine-Fl► • • • •• • • •• • • • • ••• •• •',r • $� � fpr�aft 8� k / 30•or / greater 4 6s / The end diagonal brace for cantilevered End diagonals are trusses must be stability and must be dup placed on vertical both ends of the truss system. d , webs in line with the support. , WARNING: FWlure0iollowtlt�e t:attld rtlt�It Htl snore p+ersanal or damage till busses.at ,Ao ..Z. a . 4x2 PARALLEL CHORD TRUSS:TOP CHORE) Continuous Top.Chord r�eherde thetare INeralgr lxawd wn bu�cte Lateral Brace to9~WW cauwooHepwBqur•lenoaipa T natb.aotns.Dte$ondbraeI shouwbewW Required I �\ to the wntw"of the top chord when panne we Mod"so tlw topswe of the top chord 10'or Greater a �,\• 4' F, r 10Attachment Required — d is rf eaJ ®Z�O.0. 3f/Ze i y_, Trusses musthavelum- ' = ber oriented in the hors- ' ' zontal direction to use this brace spacing. ��s ?��:•:. "� ri� �„ � : �, End diagonals are eerf�; ��?. t' b� u�;:t- stability and must be dupQA�t _�'� 4 -,: Frame 5 • a •e• • i • ••• f • • • • • •' • • •12 i TOP CHORD ; ; •:• : : : `:Iagre�uer� •" TOP CHORD DIAQONALBRACE MINIMUM LATERAL BRACE SPACING(OBSs/ SPAN PITCH SPACING(LBS) [ ftrusses]' ` i i • e' Up to 24' 3/12 8' 17 12 i i •i • • i� • Over24'-42' 312 7' 10 8 • ••• •• • Over 42'-S4' 3/12 1 6' 6 4 Over S4' See a registered protessilonal en inew DF-Douglas Fir-Larch SP-Southern Pine w • • • • ��• R HF-Hem-Fir SPF-Spruce-Pine-Fir o' • • • • •i i,i• i• All lateral braces lapped at least 2 trusses. Diagonal brace �\ r also required on x, end verticals. Continuous Top Chord \ Lateral Brace Required Top chonfo hdare{duaQybroaadamboWkb �— ti rW�a"1°°ad 10r or Greater to the wWorad.of the top chord wiwtr purara \ are attached to the top"of tr tap chord Attachment MONO TRUSS Required WAFtMNQ Fa :tofoftwftftr resuithr'; 7_ se�rere persaeud iw & of b s { & INSTALLATION TOLERANCES s BOW Lon) " PLUMB D(in) .D/SO D(it) .................................................. ........................................ ............................................. ..................... ......... ....... ....... .... kLesser,Of �'. Ir 1/jr 1' U200 or 2" 4r Itr r 360 3/V 3' 6(r 1-1/4r S' L(tn) Lon) 7r 1-1 r 6' r 1-3M ' ' 96M 6. Truss 108" r 8' �...::::.................... Depth Dpn) i tyir Lesserr r of L/200 i I Lesser of D/50 or 20 Lon) 1.1200 L(ft) L(in) L/200 Lo`Q N4 Maximum th Plumb 1 4 200" tr 18.7' Misplacement Una .3' 25W 1-11C 20.8' 150r 3/4r 12.S' 300" 1-1/r 2S.0' OUT-OF-PLUMB INSTALLATION TOLERANCES. OUT-OF-PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trussm construction loads of any description be placed Aon unbraced trusses. Frame 6 PWES TIRE 1/IEK IIZO-ZN, 11AMt FR M ASW A 4�6 t A 6ALIdINZED �� Rpol TOP OM : 2x4 Na 2ND 1R SP PUDE as flE:�STII M ON.FA SCE•OF J09Q �Y AS an mE 0.) .T ms. M mcr wr CHOP : 2x4 No. 2ND 19 SP WEBS • ZlI4 Na 3ND 19 SP TWS OESt�I � FOR 1� fA ONLY. FOR PERIIAI�ENF •� � 04 .. MAS-1501 mm USE• Ir _206 a* IEUIL SRLIP NALEO W/2-10d NAtS � TRUSS � AS ON EIL AOM PER FACL;OR 2 MJMME CI - ONE ON EA FACE•OF TRUSSr (BY RM) JVP. X3 PUN VARLS O.C. VAX OVER 24'-G' • e e• • • ••0 �rr 9 �;. 3x4 • ••. ... 3X4 SPL 2X3 20-0' AND OVER Now I •••••• •••• • <-VSA?�.a • •••• BUSSES - 3X3 3 LT 4X4 d WDE Mm TO•TMISS "-15d 111ILS.'(B1f•MA) �^ 2 nm. 2' � ''1 2X3 • _'Y •2X3 • . •• .�•'' � • _ ROOF LAYOUT 15 dA IJI+E ( 30 SET DETAILS APPR°�EO fOR DQE 8Y -Mls.__ DEAD 15 VALLEY CHECKED BY 6' 7W : r�. QATE AWN 10'' kM as u ua WA FA M..: DRAWN rrs 00 amm "M on 40M ,108 No. h ?9 g99 r1i too 0 00, O\. CN to 0:0 : Z �V • • • • • • • • •• •• • • • •• •• • • 0 ••• 0 0 • •• �r JUL 12a LA �----------------------NORTHEAST 98th STREET 1------------------ ( 5 W W Z) 14 13 12 11 10 9 8 7 6 z z W. 4 W 'a 18 3 Q co ,% 2 CV W 15 16 ,17� i,18 19 20 21 22 23 W z �� I z i 1 i L--------------------NORTHEAST 97th STREET---------------------' PROPERTY ADDRESS: ABBREVIATIONS ELEVATION INFORMATION 123 Northeast 97th Street � -ARC r.NLIr('E Comm Panel 120652 nvF -nvtvuE xSPH-ASPHALT Miami Florida 33138 L -AIR"'ND""'NCR Panel # 0093 BLOC-nuaDLNG 11('OR.-FILOCK CORNFR c.n -C'ATCHn"IN Firm Zone: fix" CLF -CHAIN LINK UN('r ONCR SURVEYOR NOTES C -COLUMN' Date of Firm: 03-02-1994 COL. -C'(1LUMN ('U.P -CONCRFTI:UTILITY POLO CL.P.KUCRRFTF,L(X'K "LF. Base Flood Elev. NIA 41 (-ands Shown Hereon were not:ibslracted fur ('ns -co.vicerTr nux'K Easement andeor Right of Way Records. sT@U('TIiRP 1 p MF-('ANALMAINTENxNCE F.Floor Elev. 11.81' b_ Benchmark:Mi:ani-Dude County f ubiic w arks Dep. r:vsEMENT Brit Loc.3100.Nin.N-568,Elev.9.65' D -DIRECTION P DM' -DRIvr:WAY Garage Elev. 12.12' 143 Bearings as Shown hereon are Based upon D.M.E.-DRAINAOF&MAINTENANCE Northeast 97th Street,N90°00'00"E FAVUE:NT Suffix:NT CNC.-ENCROACHMENT a.! Please See Abbreviations E.T.P.-FLFCTRIC TRANSFORMER PAD 4 5 Survey Is incomplete Without Sheet 2of2 EP.L.-FLORIDA POWER AND LIGHT Elev. Reference to NVGD 1929 a6 Drawn By:M.Pio Date:08.23-2007 F.H.-FIRr.HYDRANT r.1.P.-rouND IRON PIPE 47 Complete Field Survey Date:08-20.2007 F.r -FINISH FLOOR a8 Disc No 2007•Station Drtfiin i6 Dodge r.D.H.-FOUND DRILL HOLT P.R. -FOl1ND REnAR 49 L,St Revised: r4) -FOUND DISC' o 1 Legal Description Furnished by client rev -MUNDNAIL I/F -IRON FFN('G CER TIFIED ONL Y TO: al I This C'enitication is only fur[he land,as described. L -LFr•NGNGTH It i,not;i certification of Title,Zoning.Easements, Lr -LIGHTM)Lr. Mens.-M\N HrD Eleanor C. Buttler& Sandra L Hammock or Freedom of f ncuntbrances.ABS1liAC'T NOT M.. -MAN HotLs R Ii V I E%\E D. N G v D-.N MONAL GrODI TIC vrRncnL DATUMa 12 There may be additional Restrictions not shown on NTS -NOTTOSCALr this survey Ilia(may be found in the Public Records Or.. -CwFRHFAD ELE('TRIC'LINE o'Miami-Dade Count examination of ABSTRACT PC. - iNx-PFRMA County, PC.OILONLNCNT C'(1NTROL PONT OF Til LE will have to be made to perry inz record r(' -POINTILIS (uav:vruer: LEGAL DESCRIPTION: instruments,il';my affecting this property R -R:\DIUs RrS -Rrstnfvcr: 413 ACCURACY The expected use of the land.as classified SnN'LK-iIDFWALK Lot 17 less the West 6.70' and Lot l 8, in the Minanunl lethnical St:mdard(61(17-6FAC).is T •T N(1rNT U.r. •UTILITY rASFMrNT Residential" The Minimumrelitircdisctnceaccuracy cF •v\ounrrvCr Block 18 of: "AN AMENDED PLAT lir this tvpe of boundary surNey iN I lout m 10,000 feet v •tv vrrR vnLvr H'1'I' =Nf RInUTILITI'PIiLr lie Ixt1i;":Y iblamed by i»ea,urement and t:dtnlati0n --o--o--� IRt,NFFN(FOF MIAMI SHORES SECTION ONE" of a closed geollwtnc Iigure\vas tuund its exceed this —"—""'-- =CH v(v IINK rrvCr• requirement, --+'—�`•�— Nnsvin>DI' Yvia.FNCE according to the Plat Thereof as Recorded m,i� -(' x14 Fuuildallkins and,ur ruulings that nlay Crus,beyond the =ttPFRHr.ID CLEC. , hound:irvlinesof*[lie parcel herein destnbed are not --- :F s�MFV7r in Plat Book 10, Page 70 of the Public shown hereon +nom -DrNoTrs ELEVATIONS 415 Not Valid without one signmutearW the ongrtud raised �— -n(nLDING Records of Miami-Dade County, Florida. Neal ufa FloridaloLicensed Surveyur.utJ Mapper -DIST veer: Addition,or deletions to Survey insips or reports by other than the signing pansy or panic,I,prohibited w if hula written consent ofdn'signing party Or partici. alb Contact the appropriate iwthonty prior tu;uiy designAFA & This certifies that the survey of the properly \York oil mtannalion described hereon was made under my super. 17 Undergiuund utilities are not depicted hereon,contact vision&that the survey meets the nlininlunl the apprupriale authority prior to any design work or ecil1licall slandards sel forth by elle Florida construction on il%prop.ny herein described. Company, Inc.IIc. Hoard of 1'rolessional Land Surveyors x • Surveyor shall lye I1alilie,Las to any devianon tram p� Mappzn in Chapter 61 Ci 17-6 of Florida t�il�, u I U sltuwn hefiuM• •• • •• h4 AdmiliistrativCode. .14 Wneyship Subje(jjj)"INION OF•flrtr. • O • ; ,� 472.027,Florida Statutes. 699066 •00000 C &That the Sketch hereon is a true and accurate representation lhereof'lo the best S ofnly knowledge and Belief•subject to notes and notations shown hereon. 8 Professional ,GIOTW� 0541-G74 Surveyors & Mappers LB 7498 X08-23-209? Miami Florida, '33186 ` I rmando F !!rare P 1 U-70 J Ph. # (305) 234-0588 Pr /surierar&:�9apper#s.S?6 Fax # (305) 234-0423 s�a�enfF/orida Nol M�711d rned R Slamped ivi/h F.inbossed.Sea/ •i•••• •••. -- -- -_-- ON June5u�a"r� un re V a y afteat 2 of 2 ALLEY 09 15.00'Dedicated R/W Aa Per k 10.00'Asphalt Road tlPlat Book 10-70 Miaml-Dade Co. ti c' 0.08 �ri1 b w b, cq�r�— 0.0 no id o L--�='r 1 o s 4.50'High CBS Wall SWOO'00'E --no i T (1 53', !r� 0.24' Conc. bldg cnc' 1 l 55'' wall The •« k� Nest / 5.15' g 6.70' 71710O O M i a ' 0 5.I5' • `w W co 0.i N 0 b'1.2' J "• as aros 13\te ;p Z44 sot 1l g m 0 Conc. N 01 Steps (� 8 % 3.35'x1.0' Il.y4' 22.40': >7 Co Q Rock M X10.47' k o%' ti Slab A Conc. 12.50 a d bldg enc. �= Conc. %• M. Brie Slab '14.99' "' O Wall10.17' M M 24.24 V I MY Q i /Ca i/; 2146' . /•', ri r a Port g O eve\ E L %o FF S\ev ONE STORY Fa k aAN r k1 CBS RES.#123 2113 Z % k 3 22.34'%%/ �/�/23.4T . 3.11'- i y Z r ^, Overhangin4" g — Conc. Roof all .i Walk �,�15.73, :.� 0.49' 0 0 k 33 21.69' test N'a11 � '0• M � k'�.� �, The . � `�' k✓� 07 OA8 W70 0.08 ti M no id no id 'r �. 3.4' i I 1_.70 o N90°00'00"E 93.30 N90P00 00 E sidewalk 5.00' J l i 8'Rock. Parkway 22.10' r; y��=;-jam � M Asphalt 20.87' k z h S90°00'00'e M , 142.70 f 93.30 . N90°00'00"E m W FIN F/N y F/N. D W NORTHEAST 97th STREET 50.00'Dedicated R/W As Per Plat Book 10-70 Miami-Dade Co. ;OB # 07iVA -- rrM 08-2-3-2007 AFA The sketch hereon is a true and 10-�� Accurate representation thereof to the best of my knowledge and belief.Subject to notes Company, Inc. and Notations shown hereon. S;lrv_eynr Notts:- a� ...... Sur�ec.yIoconipiete0+*thou sheet I ut/** Scale ot'Dwxcina 1-1#2()' s_o 0 --- Alo .. . /nrs•p,nsnqur•�r/t�ti padrunrS y parr >s•es,r/un pi/n/trrti t'Zt'0-t£Z SJIE'��'rl 88S0-ht'Z-SOf�Hd nprr%dfir-pis, va'sORlif•P!aolfgwell-V.LJPa£!'1,11SOkb l glSt#•raddnyp. .arms /nunr.+:+a/ord CJ "`>,dr. jpue sro5,in,rn pua71ruolss•l4,ad a.md/p y np ru f' 4� to •J,VI"�t=\rVd11C2 sT V-*V p ��wN��%Oi-1'O:air:•(14,a�anS PI•'!:I�a�ahlturr� J R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation Report Report No.: FL-7960.1 R3 D Date: January 5,2009 Product Category: Exterior Doors 1 Product sub-category: Swinging Exterior Door Assemblies { Product Name: Flush Glazed Fiberglass Door Outswing "Impact" Manufacturer: Trinity Glass International I ,� 4621 192nd Street East sa '' Tacoma, WA 98446 Phone 253.875.7300 Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F. Schmidt,P.E. (System ID# 1998)for Trinity Glass International based on Rule Chapter No.913- 72.070,Method I d of the State of Florida Product Approval,Department of Community Affairs- Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition) See Drawing No. FL-7960.1 prepared by R W Building Consultants,Inc.and signed and sealed by Lyndon F. Schmidt,P.E.(FL#43409)for specific use parameters. Lyndon F. Schmidt,P.E. FL No.43409 January 5,2009 PF 1088 R3 i0 Sheet 1 of 3 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC)structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the 2007 FBC and does not require an impact resistant covering. 4. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not need to be protected with an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-7960.1 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for"HVHZ". 8. See drawing FL-7960.1 for size and design pressure limitations. Lyndon F. Schmidt,P.E. FL No.43409 January 5,2009 PF 1088 R3 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL-7960.1 prepared by R W Building Consultants,Inc.(Florida Board of Professional Engineers Certificate of Authorization No.9813),signed and sealed by Lyndon F. Schmidt,P.E. B Tests 1. Materials(Fiberglass Skins)approval number 05-1206.01 issued by Miami-Dade BCCO. 2. Materials(PVB Interlayer by DuPont)approval number 04-0816.02 issued by Miami-Dade BCCO. 3. Materials(Polyurethane Foam)testing per ASTM D1929-96(2001)as performed by ETC Laboratories and reported in test report ETC 05-781-17122.0,signed by Joseph Labora Doldan,P.E. 4. Materials(Polyurethane Foam)testing per ASTM E84-05 (ASTM E-84-05 is equivalent to ASTM E84-04 referenced in the 2007 FBC as evidenced by Evaluation Report EQ-E84-05- 04 prepared,signed and sealed by Lyndon F. Schmidt,P.E.) as performed by ETC Laboratories and reported in test report ETC 05-781-17122.0,signed by Joseph Labora Doldan,P.E. 5. Testing per TAS 201-94,202-94&TAS 203-94 as performed by Testing Evaluation Laboratories,Inc.and reported in test report TEL 06-0918-1,signed by Wendell W.Haney, P.E. 6. Testing per TAS 201-94,202-94&TAS 203-94 as performed by Testing Evaluation Laboratories,Inc. and reported in test report TEL 08-01370020,signed by Wendell W. Haney, P.E. 7. Testing per TAS 201-94,202-94&203-94 as performed by Testing Evaluation Laboratories,Inc.and reported in test report TEL 01370051,signed by Lyndon F. Schmidt, P.E. 8. Testing per TAS 201-94,202-94&203-94 as performed by Testing Evaluation Laboratories,Inc. and reported in test report TEL 01370079,signed by Lyndon F. Schmidt, RE C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report TEL 06-0918- 1,TEL 08-01370020,TEL 01370051 and TEL 01370079. Additional product anchor analysis for loading conditions prepared,signed and sealed by Lyndon F.Schmidt,P.E. 2. Buck anchor analysis for loading conditions prepared,signed and sealed by Lyndon F. Schmidt,P.E. 3. Glass load resistance calculations per ASTM E1300 prepared,signed and sealed by Lyndon F. Schmidt,P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that Trinity Glass International is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt,P.E. FL No.43409 January 5,2009 PF f 088 R3 Sheet 3 of 3 ,nrin I �,L" k,Ltk5 d�/ Qt j 1;*�, ; 4621 192nd STREET EAST TACOMA. WA 98446 37.W MAIL O 37-V MAX.OA. FRAME WIDTH FRAME WIDTH r k FLUSH-GLAZED FIBERGLASS DOOR OUTSWING ,,impAcr GENERAL NOTES 1, This product has been evaluated and is in compliance with the 2007 Florida Building Code JFBC)structural requirements including the"High Velocity Hurricane ZQne'(HVHZj. 2. Product anchors shag be as listed and spaced as shown on delOYS.Anchor embedment to base material shag be beyond wall dressing or stucco. 3. When used in the'74VHT'this product complies with section 1626 of the 2007 FBC and does not require an impact resistant covering. 4, When used in oreas requiring wind bome debris protection this product complies with CLI N.1 I 1� Section 1609.1.2 of the 2007 FOC and does not need to be protected with an impact to resistant covering. This product meets missile levet Dand includes Wind Zone 4 as defined in ASTM El 996. S.For 2g stud framing construction,anchoring of These units shaft be the some as that shown for 2x buck masonry construction. S. Site conditions that deviate from the details of this drawing require further engineering 2 anatysis by a licensed engineer or registered architect. DOOR WON RECTANGULAR UTE 92qlt WITH OVAL UTE 7. This product meets water infiltration requirements for"HVI47'. TABLE OF COMM cs SHEET# Dmaormn I Typicol is*votiorts,design pressures&9mud r*tes _DW panel corishvdion defogs& gq�2g detuft(rectarvulat) 3 Door porel construction details&Oomg datoN(oval) 'Hokontal cross sectiom amm PMMRE Veftd am sechom FRAME GL4S$ Ho.ftontal&verticol cross sectiors SWING DWIENSM IM POWM NEGAIff UM 9130108 7 Hoftmdd&Yeftol cross secomWim N.T.S. d tome onchoft-2X buck mosoM corskuction OUTSWING M x 80.7 5' 01,02 Suck an (REMANG"R) 37 &G3 +60.0 -60.0 V41M ft JK 9 Frorrie oncLmn-IX buck mmcoraftxctfon00,W, LFS 10 Components OumWIRG of moterich (OVAL) I 37.5rx80.;;_[ Gi,64 +75.0 -75.0 DRXWM M: t 6R FL-7960.1 a 35.75 MAX. ...._. ... PANEL WIDTH �� G3 G2 G14 EXTERIOR ° c zT 33x MAX.D.LO _ - _ A i—JW W i SEE DETAll2 INTERIOR �� a ® w +- 1 MONZOWAL CROSS SECfTC>M 0 2 o S"GLASS BYTE S GLASS 811E X j. 38 3T 3d r DA.rr1K GLASS r G3 G2 Gt O 37 3b 1/8"TEMPERED i"D.A.THK GLASS c� O �' GtA�S `•,, ; �,.... I ff TEMPERED Tn SEE ...... AIRSPACE ..{ ' / GLASS -' n T DETAIL€ .. .— AIR SPACE IfirANNE_... f...... ALED GLASS ^ I ff ANNEALED INTERIOR EXTERIOR V / O.M PYB INTERLAYER 1 ti GLASS �* � DUPONT BUJACITE ~ DUPONTfi INTERLAYER NTTCE L YER � O' ori €J8"ANNEALED ( , GLASS 1 4 118"ANNEALED f GLASS 6T GLAIyr DEIAR ,..,_.......-2,36"-..........,,. 7 M DANES ,..T ....� t_ ....... 's'GLASS BYTE- aa t �7 3d I T"OA IHK GLASS TEMPERED GLASS j AIR SPACE ,� -...i �..-.031' �'•, 010 I W ANNEALED 3D 3T APK7 «"' O.1# 33 L_......_ ! GLASS POLYURETHANE +�O DUPONT '•, BUTACITE 3 1/8°ANNEALED i z, FOAMED FIBERGLASS ..._1.56" .« \_d GLASS t YARN c REINFORM"T 4GllC: aec.ft LM DRAWM f.: a YEOCAL CROSS S � DUAIL I DRTA&2 FIBERGLASS V a� SKIN a 35.75"MAX. PANEL WIDTH S9 G4 Gl EXTERIOR 39 _ ISST MAX.D L,O Y �s mc O :;. f SEE DETAIL INTERIOR 99 o ` ... ... ....... f 3df 8 �� 1 GLASS BYTE. HOJUZ AL CROSS N zg ,5" ....«.: _-... � I..O.A.THK GLASS O Y 3. tib TEMPERED n .,,.... GLASS ., 1_........... ® t AIR SPACE gp +}� •5 G':ASS BYTE Gl ( SEE h SU9YLL #, VA THK GLASS DETAIL l I/8"ANNEALED CLASS +` 0.090'PVB INTERLAYER j _......11$"TEMKRED ELAS$ vsU �y DUPONT BUTACITE AER SPACE _- INTERIOR OJER€OR 'oU I ff ANNEALED _ DECORATIVE INSERT �. ✓402GLASS d, AIR SPACE 1/8"ANNEALED GLASS GT DUPONOW BSUTACrIT FR t t f_............._., 7 1/8'ANNEALED GLASS h ............2.36" \?/ .-..I.W...« ALUMINUM l } i.. sp !.-0.31" 0.10' LE �........... 8T 30 A LOCK BLOCK ."—0.1r H � POLYURETHANE $ so z FOAMED WRGLASS T c"� g 1 YARN I.56"-.. �I... -tl � CEMENT a � o � � `"`' � flair• 930 08 i t � d � M.T.S. _ JK aea.er: LT'S 1.1�; 2 VEIMCAL CROSS AR} DETAll 2 _F18ERGLASS 3 FL-7960.1 SKIN sus LI (H:Y� z Nom0— mc n 211 17 4 INTERIOR 4 N polo 110;01610�- EXTERIOR 3 HOIUZOWAL CROSS SWUM ;e shc,.,./I X sub-ouc 1 1/4-WN, WB.(NP.l screws to �4 concrete r wsxxi screws per EMB,(TYP.) J3 Section 1714.5.4.2 of the FOC OG CIINK CSINK O (TYPj (TYPI) j/ INTERIOR INTERIOR z 711 Z z X -0 IT 204 EXTERIOR EXTERIOR s V",BY. JK @) sy- LFS to CW.rl-'\HOWONTAL CROSS SECTION r2-'\H=OhTAL CROSS SECWN DRWM �4 FL-7960.1 V MIN,FROM 1'MIN.FROM 2-1 IT MIN,FROM 2-1 i2 MIN.FROM klASONRY EDGE p. MASONRY EDGE ........MASONRY EDGE MASONRY EDGE ITYP.) (TYP-) (Typ') 64 .......... .... ....... ............ jg g ............ EXTERIOR INTERIOR EXTERIOR MRIOR �2 VERWAL CROSS S'h l'J'X -k'-blilt. -o—oss NCTION AL Section 1714.5.42 of the FBC EXTERIOR INTERIOR INTERIOR om 9/30 08 i 2.1 IT MIN.FROM 2-1/2"MIN.FROM 2-1d2"MIN,FROM 2.11 M1N FROM uiaE N.T.S. MASONRY EDGE MASONRY EDGE- MASONRY EDGE MASONRY EDGEJK (Typ') (TYP.) (typ') tTyp.l clot of; LFS- VEWMAL CWU VCWN /-4-'\VERTC&CROSS$-KH-04 DWA=mW CUSw"SM-Ngh doM 0.,ftwv A I FL-7960.1 I C, OF11 ro I"MIN EDGE SHES DISTANCE JROCK FURRING ................. 0 12 EXTERIOR INTERIOR 15 ri' VERTICAL CROSS 99M § 0 Mact to rn�� ja to f4 EMB.(TYP,) SHEET } -------- R= FURRING INTERIOR INTERIOR ---------- L,A ................... 2A EXTERIOR EXTERIOR SM--. N.T.S. EM&(TYP.) m&sy.. DWS C�K TBY. VS / *'�MWOWAL C11*5 S=ON HMONTAL CROSS DPA%m Direct to EWW to mosonry FL-7960.1 (4,911c (4-9/16"j—b) n or I"MIN EDGE RJRRING DISTANCE f SHEET ROCK ........................ 0 77, 0 a EXTERIOR INTERIOR /-3-"\VERWAL CROSS SECTION Ol Po Wk fM.) ........... ROCK SHEET 2A R= FURRWG FURRING ...................... T ...................... INTERIOR INTERIOR N z xamuggw 26 EXTERIOR EXTERIOR i$ E wac. 9130108 1 I ss N.T.S. IlirmiN. mo,fff, ows E'M&(IYP.j cm sy, LFS DRAM NMI. HONOR -mAL CROSS$ECRON FL-7960.1 �7 Dt=) —t -" 7D S�w—L OF _. 4 ,..... SEE HINGE DETAIL i47 r TYPI TYP.HEAD JAMBS b m ADD JAMB ° a SEE NOTE i �_ l xX BiJCK - 0 2X 6UGK a p z i DOOR '� FRAME HE z 2X BUCKS U MASONRY e06 SEE MASONRY OPENING I DETAGIL2 OPENING SEE NATE 2 HULK ANCHORM KOM IAMB FR ME AggloM E IAMB Masom 2X buck construction _. � nirarr`s: 1. 1/4"Elco Concrete screws anchoring 2x tuck require a minimum 1^claarance to masonry edges,a 1-1/4"mklmum embedment and a minimum 4"clearance to adjacent concrete screws.Substitution of equal concrete screws from a different suppler may have ditmnf edge Mance and center distance raquinw7tants.Concrete screw toeatkm at the comers moy be oojusted to mointah the minknum 26 -< � edge distance to mortar jcrhM If Concrete screw!ecotone noted as MAX.ON CENTER"must be adjusted to maintain the minimumf' _., edge distance to morforloints,additional Concrete screws may be requked to enum the maximum an center dimension is not exceeded. �! a °, 2. ;IC'ffW concrete screws anchoring home and/or sill require o minimum 2.1/2"ckv=nce to rnosarry a 1-114"mintmum l ... amens 91301081. embedment Do and a rt**Y a+m 3 e to adjacent concrete screws. Substitution of equal concrete screws from a cit kmmt suppler ' moy have d0brant edge distance and center dutance requirements. Concrete screw locations of the comets may be adAzled to DW.By. JK 9 maintain the mk*num edge rfstance to n xfarft)l;sts.If Concrete screw locations noted as'MAX.ON aNft r nvAt be adjusted to WNGB DErAit t titNtdIFWAtt 2 cava.en LFS 3 maintain the fnk*num edge distance to mortarlahts,odditional Concrete screws moy be required to ensure the maximum on center DRAW=aa: a dimension is not exceeded. FL-7960.t 0 �i of-LI SEE HINGE DETAIL i - n a 3 op $ JAMS SEE NOTE I o t x BUCK -` SEE NOTE Z SEE NOTE 2 O DOOR F (� J FRAME SEE NOTE 2 SEE NOTE 2 SEE HINGE '' MASONRY eo tz OPENING DETAIL 2 ', ( d $10(9 PLATE DUAIL SMW Pt ATE IXTAAAI� SEE NOTE 1 I X buck0ect to masonry 1X buckloinact to MOWN x MAX.DESIGN PRESSURE MAX,DESIGN PRESSURE 155 pif. 3165 P.O. a x HME JAPlB FRAMEA)KWOM ST1M JAMB Conry IX buck CoWmefion SEE NOTE I SEE NOTE I $ NOTES: 24 216 z 1. 114"1TW co»crate screws anchoring trema andlarsill require a minimum 2-112"cteorance to massaarry edges°a I-I14"minimum embedment and o minimum 3"ciecrance to adjacent concrete screws.Substitution of equal concrete screws from o dMerent suppSer `. ,� 24 may have dtferent edge a6lance and center distance requirements. Concrete screw locallom at ftea comers may be odJusted to maintain the mintmum edge distance to morlarJoints.It Concrete screw tcaffm noted as 7 W.ON CEPtW must be adjusfed to $ 1 9130108 rr�foin ftnuT*M m edge disforme to mafar Joints,addliond Com mte screws may be required to ensues the mmdrrwm on center _...... . _._. ._ _._.......... c dim nsbn Is not exceeded. sca a N.T.5. _ M e*: JK m 2. 3116"aw concrete screws amhmfng trome ardlor sill require o minimum 1-71W clearorrce to mosomy edges,a 1-114'rninknum NOW DUAIL t WM DEWL 2 oft ar: L.FS embedment and a n**num 2-114"chance to adjacent concrete screws unless otherwise noted by concrete screw manulockaw. Cap&=Nm. � FL-7960.1 s€ter or 11 z i r 4::. 1.99" .— ..... .......... ..... o :-+ �" � .. f d.S4 3 9T A I 1.23' !8 r 0 �4 V -.. 4.5T ,,. s mm ® G '✓ a sum. mc*a us a sakE.KM SC",Nm �.. 4 ................_..._....._.. -- 456 _......... i 1.27 2.44'. �. 4.ST' _ .. i y r � � O O a� 93008 z 114 _._..�. (, M.T.S. ° ova W. JK 19 FL-7360.1 srecer jQ or i} N WU OF MATERIALS mi DESCRlf710M MATER/AL , A_. IX BUCK SG>=0.55WOOD B 2X BUCK SG>=0,55}.'. WOOD D_ 1/4X 2 3/4"ELCO PRH CONCRETE SCREW STEEL E MASONRY-3.192 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE n 30I OR HOLLOW BLOCK CONFORMING TO ASTM C90 F I/4"X 3-3/4"ITW PRH CONCRETE SCREW STEEL m " _ _G .MAX.114"SIMV SPACE {� H T/4"X YI/4"TFW PFH CONCRETE SCREW STEEL $s X J #10 X 2.5"PRH WS8 STEEL a ° S L #8 X 2-1/2'PFH WS _.. STEEL M 3115 X 3-I/4"[TW PFH CONCRETE SCREWSTEEL 3 P 1/4"X 2-3/4"[TW PFH CONCRETE SCREW__. -- -- STEEL Q 3/16"X 2-114"ITW PFH CONCRETE SCREW STEEL R 114"X 2-114"TTW PFH CONCRETE SCREW STEEL 2 STRIKE JAMS-FINGER-JOINT PINE(4-4/16.1-SG>r 0.42 WOOD 2A STRIKE JAMB-FINGER JOINT PINE S-I/4" -SG>=0.42 WOOD 3 HINGE JAMB-FINGER-JOINT PINE(4-91161,-SG>=0.42 � WOOD 3A HINGE JAMB-FINGER-JOINT PINE{5-I/4"#-SG-0.42 WOOD _& ca 4 HEAD FINGER-JOJNT PINE 4-9/16" -SG—0.42 WOOD 4A HEAD RNGER-JOiNT PINE(5-1141-SG-0.42 _ AOOD 7 DOOR PANEL-SEE DOOR PANEL.DETAIL SHEET FOR CONSTRUCTION DETAILS 8 06X)-I/4"PFHDRYWALL SCREW STEEL _ 12 WEATHER STRIP QEBDM Q-LON 16 KWIKSET KEYED ENTRY GRADE 2 - STEEL 17 1 KWIKSRT DFADBOLT GRADE 2STEEL 18 3.983"X 4.0'HINGE MIN 0.098"THICK STEEL 19 SILKEN PC/ASA 23 STRIKE PLATE m STEE1. 23A DEADBOLT PLATE(2-HOLE) STEEL 23B DEADBOLT PLATE 4-HOLE 2409 X /8"PFH WS STEEL 2STHRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE M . a 2 X 1.0"PRHWSSTEEL 27 HOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. 30 LATCH STILE-SG> 0.42 LVL/PVC 31 LVL LOCK BLOCK - LVL 32 HINGE STILE-SG> 042 LVL/PVC � 33 TOP RAIL-POPLAR LVL&WPC COMBINATION POPLAR/WPC 34 BOTTOM RAI.-POPLAR LVL&WPC COMBINATION -- POPLAR PC $t P,,, 35 LITE F ASA 36 STRUCTURAL SILICONE BY CAPSTONE SMO NE 37 DOW M STRUCTURAL SILICONE CONE 38 STRUCTURALL SIJCONE BY DONGYANG SILICONE CO. SILICONE mxc 9/30/08 z 39 KIN 0.0 MIJ.THNCKNESS -5=3 PSI MIN. �. FIBERGLASS ansa N.T.S ° - - aw JK s 41 E&ALUMINUM COMBINATION GLAXt SPACER POLY./ALUM. 42 ALUMINUM&BUTYL SPACER SYSTEM ALUM. L ow eq LFS 43 nt&ALUMINUM SPACER SYSTEM PVCI ALUM. FL-7960.1 DW�u O t French Doors Rear Patio MIAMI DA1 MIAMI-DADE COUNTY,FLORIDA • METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildinecodeonlin2.com Trinity Glass International 4621192 nd Street East Tacoma,WA 98446 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Division(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:6'-8"Outswing Glazed Fiberglass Door w/wo Sidetites-LMI APPROVAL DOCUMENT:Drawing No.S-2728,titled"Glazed Fiberglass Outswing Door' ",sheets 1 through 12 of 12,dated 10/05/06 and last revised on 01-14-2008,prepared by RW Building Consultants, Inc.,signed and sealed by Lyndon F.Schmidt,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the.Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small Missle Impact LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Ch a,P.E. NOA No 06-1113.04 rvanaoEcou °� Expiration Date:February 21,2013 • Q d Approval Date:February 21,2008 1 � A/ Page 1 n' 1 Ttaiiy Glass Interna* 5, UE ACCEPTAM:KkIIlE11ICE 8C1? A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.8-2728,tided"Gland Fiberglass Gutswing Door",sly 1 dwmgh 12 of 12, dared 10/05106 amp last revise on 01-14-2048,prepared by RW Building Consultants,hw,, signed aad seaW by Lynn R Schmidt,P.E. B. TESTS I. Test reports on Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)uniform Static Air Pressure Test,Loading per FB+t",,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 5)Small Missile impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 6'0 x 6'8 Glazed Fiber Glass Outswing doors w/sidelites,prepared by Testing Evaluation Laboratories,Inc.,Test Report No.TEL464918-1,dated 10/1006 and revised on 12-05-07,signers and sealed by Wendell W.Haney;P.E. 2. Additional test report No.TEL46-0918-1,per TAS 201,202 and 203-94 for 6'0 x 6'8 opaque Fiber Glass Outtswing doors w/sidelites,issued by Testing Evaluation Laboratories,Inc. C. CALCULATIONS l. Anchor verification calculations and structural analysis,complying with FBC-2004, prepared by RW Buit ttg Consultants,Inc.,dated 11/03/06,signed and sealed by Lyndon F.Schmidt,P.E. 2. Glazing complies W ASTM E1300-98M. 0. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No.05=1206.01 issued to Trinity Glass International,for their Unfinisheis Fiberglass Door Skin,expiring on 03/02/11. 2. Notice of Acceptance No.07-0820.01 Issued to Trinity Glass International,for their Trinity Lite Frame,expiring on 07/03/12. 3. Test Report No.ETC46-781-17122.1,prepared by ETC Laboratories.,issued to Trinity Glass International,dated 10/19/05 and revised on 01/020/g,Polyurethane Foam,tested per ASTM 1929 D"Self Ignition Temperature,ASTM E84"Flame Spread Index"and "Smoke developed Index",signed and sealed by Joseph Labors Doldan,P.E. F. STATENWIM 1. Statement lefta of conformance and no financial interest,dated 01/14/08,signed and sealed by Lyndon Schmidt,P.E. 2. Statement lei of lab compliance as part of test report. G. OTHER I. "DSE-814"Silicone Adhesive Sealant by Bong Fang Siticone,co. tGAJ hhaq L Chanda,P.E. Proded Centre!Esamimr NOA No 0b-1113.04 Eq**tka Datr.Febraatry 21,2013 A"reval bate:Febraary 21,2M E-1 148.75" MAX. OVERALL FRAME WIDTH (W/NON-REINFORCED MULL) o° I N T E R N A T I O N A L 74.00" MAX. OVERALL 74.00" MAX. OVERALL n � O 4621 192nd STREET EAST TACOMA, WFRAME WIDTH FRAME WIDTH A 98446 21.00" �W TEL: 253-875-7300 FAX: 253-875-7301 37.375" MAX. 36.38" MAX MAX. 36.38" MAX. 37.�MMAX. SIDFLrm PANEL J C� ° LL FLUSH GLAZED FIBERGLASS OUTSWING DOORS ME WTH IDTH DTH �W/WIC WIDTH W a•:a WITH& W/OUT SIDELITE(S) Fg z "IMPAcr" 3� LL 21'.00 r/ e e EACM r v s r � c i d g° o DLF!! rt e r o g $ § GENERAL NOo go1. 1NIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLWVCE g n 7doWITH THE 2004 FLORIDA BUILDING CODE INCLUDING THE "HIGH 5b5 °,oNVELOCITY HURRICANE ZONE" (HVHZ'. `8 r k e s "� r o r \ rr2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN acrlvE INncrnE I ' yjONDETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE ___[[[ vi BEYOND WALL DRESSING OR STUCCO. ► p fur 3. WHEN USED 1N THE "HVHZ' THIS PRODUCT COMPLIES WITH ppp�o7il complyngw;�IfpgglB OXXO (BOXED)x JAMB NoN-REINFORCED MULL JAMB x JAMB A SEC•RON 1626 OF THE FLORIDA BUILDING CODE AND DOES NOT Nona REQUIRE AN IMPACT RESISTANT COVERING. gg MULL W/0 DOUBLE FULL LITE DDDR MULL W/0 REINF. W/SIDELRES (BOXED) REINF. DOUBLE FULL LITE DOOR SINGLE FULL LITEDOD N - tf o� 4. WHEN USED IN AREAS OUTSIDE OF THE HVHZ' REQUIRING DESION PRESSURE (PSF)l DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) jZ _� WIND-BORNE DEBRIS PROTECTION THIS PRODUCT COMPLIES WITH Dbn SECTION 1609.1.4 OF THE FLORIDA BUILDING CODE AND DOES By 4 +55.0 55.0 +55.0 -55.0 +55.0 -55.0 NOT REQUIRE AN IMPACT RESISTANT COVERING. a 5. FOR 2X STUD FRAMING CONSTRUCTION, THE ANCHORING OF TH 72 00" MAX. 75.62" MAX. O A s ESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK 113.75" MAX. OVERALL > MASONRY CONSTRUCTION. OVERALL 108.00" MAX. FRAME WIDTH FRAME WIDTH W/1X MULLION FRAME WIDTH OVERALL FRAME WIDTH W/1X MULLION REINFORCEMENT a 6. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS 37.375" REINFORCEMENT g DRAWING REQUIRE FURTHER ENGINEERING ANALYSIS BY A 37.375' 37.375" LICENSED ENGINEER OR A REGISTERED ARCHITECT AND TO BE MAX. 37.375" MAX. 37.33SDL X75" MAXF APPROVED BY BUILDING OFFICAL m 7. 1X AND 2X WOOD BUCKS BY OTHERS MUST BE ANCHORED FRAME RSDLAM �+ FRAME '{ SDL 2 FRAME w Z R PROPERLY TO TRANSFER LOADS TO STRUCTURE AND TO BE CHS WIDTH FRAME I �pn{ I E D.LO. WIDTH Q a J� REVIEWED BY BUILDING OFFICIAL WIDTH CHS WIDTH a�a� B. FOR DESIGN PRESSURE RATING SEE CHART UNDER EACH PRODUCT ELEVATION. s e s r/ ^ 9. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR THE HIGH a r s a w 3 ` Pi VELOCITY HURRICANE ZONE (HVHZ). e o e o 3 o a i ° S r ° g 3 ti ci to \ QZ5 TAB OF CONTENTS a s r o 1 TYPICAL ELEVATIONS DESIGN PRESSURES & GENERAL NOTES pCDyE p�ryE q�yE J2 DOOR & IDEUTE PAN S ING 3 HORIZONTAL CROSS SECTIONS .75' I 75" I 75'4 HORIZONTALCROSS SECTIONS MULLION -4 MULLIONmoi--MULLION ti _ 5 HORIZONTAL CROSS SECTIONS REINFORCEMENT REINFORCEMENT REINFORCEMENT DATE;10105106 Z 8 6 VERTICAL CROSS SECTIONS DOUBLE & DOUBLE BOX U SINGLEOFULL LR SINGLEUTE DOOR c�0'ORFOXI(BOXED) 0X0 (BOXED) sCaE: N.T.S. m ANCHORIAIG _ SINGLE FULL LITE DOOR on ISN EW 8 C ORI SING & SIN UN W/SIDELITE (CHS) W/SIDEUTES (CHS) W/SIDEUTE (BOXED) W/SIDELRES (BOXED) DKK LFS 9 FRAME ANCHORING CHS UNITS m 10 COMPONENTS DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) wvsrux+NO.: m 11 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 S-2728 0 to5 12 BILI OF uATERIALS & COMPONENTS sHt�r 1 OF 12 2 2 46 XRIO 28 f 0 46 45 8.12" :i:i':1',:Y 1,v'y L„a•.:• X41::. :ifs':1x`j},`,'p:1•.p,•i`p..},'1.. .r .` 's•r`' •:fir`:y`r. 43mW •:.ia�F f_:1.'.•::j-'; "<!,?;`.+i,_5 i?'+ t: ,r S 1 r Y a S'' is>`'`''i'`r y}' m ?e 't n'•nr:.•:,... `i a J aT�. 7 � 4.Q.}: ,`..'S � h;; to g p to ` ;.'1<. ,• .•^ " .•i+.a.. .i�•:}?°fir.`Ft 1 a.••�� 8 a ,'j•.f�r F_�I`.l 1:i: ,t:'v£ ::if��•. 1 ,•, tf'Ayy' ''� � :, �.L:•:<L;i' ... �./ J O 6.12 I :,}r.y• r.. �:tr:;;�:iJ}'. '/. .3"•}+5 c'i {`.:'�'i'` %?/•:< �....;r'•..:° ..T.'.:�.<._.+,: Mo"S ° 1 INTERIOR ::J,``;'s. ' 10 ;�•"i`.'.i.•'t:• $3 8 m 2 38 27 37 rcCi SEE DETAIL 1 °'••;,':t�:�: ,{' �°'$ N r. u.,..:•i r• o � 1 HORIZONTAL CROSS SECTION ;iy:4; '�:•{.;�•;,`" 2 SIDEUTE PANEL 38 38 SILICONELAFRAME (MATERIAL: PC/ASA) 27 27SEANT 3 v� 4-JI 900, 1" O.A. GLASS INTERIO EXLEHIOB INTERK) EXT�@L4R d� EXIEgIOg THICKNESS SIDELITE PANEL —Z FIBERGLASS YARN a� Y 1/8" TEMPERED GLASS " n REINFORCEMENT 28 28 ®yo SWIGGLE 37 37H yy L1/8" HS GLASS AP ed ascomPtria[Swith xe� Florida Bwtdutg Cad°G• 2 rc `� 090" PVB INTERLAYER BUTACITE T Detc R.v DUPONT Miowi ode Produc11t Conn((al C 1/8" HS GLASS ;:•;.3?:ti: 13v w : ,:•.s;;.••• 4 :'•:it.??'f•. :4 it•a FIBERGLASS SKIN 1/2" GLASS �:,�'.z,�.;z- t•,4'�:;�;;7: STRUCTURAL SILICONE BY DETAIL 1 DONG YANG SILICONE CO.8.12 r `" •""> rt%+' rr 27 � SCREW, STEEL N.t.•41::•, ri:;�'°.:r m DOOR & SIDELITE GLAZING DETAIL >'f :`. t•o {: a•3 g o T6.12 I 7 DETAILS ILLUSTRATION N 13 13 16 28 37 10 47 •<:.� `' t:;r 3.?;'' r'7 �S tO EXIEBLQLd B �.!; ".r•' ,4•:i >� o 2 `:,,.i.i-a'd".S.°'.•. 't,:Y. '� ;:1::;r .-.,rt s+ .:j,.,i;�:e i \\�iy \ i.'�'�.a.'r`x a.}..,r{;K.:r<;�. .1:',;•'. .£:'i '•k•F l:: t,'t r.::i.:'•9`. \ � \ `'•, ' r'kv�l� •.yi:t,'`. 'C•`^':i:Yr'''" 47 � 9 N^2 � ATE.10104elo iv \ INTERIOR SMILE N.T.S. LZd t4 SEE DETAIL 1 38 27 1 0� er: EW DOOR PANEL 3 HORIZONTAL CROSS SECTION �\VER77CAL CROSS SECTION / a VERTICAL CROSS SECTION 2 DOOR PANEL 2SIDEUTE PANEL 2 DOOR PANEL 5-2728 0 a94M-_°F j2 31 31 tio ,4 33 29 1-3/8" MIN. 29 36EMB. (TYP.) 36 2 1/4- MAX. 33 S SEE NOTE 1 HIM SPACE 48 (TYP-) SHEET 3 r IN 48 SEE NOTE I INTERIOR y SHEET 3 • • 13 12 INTERIOR FE INTERIOR 26 CD 2f; 4% 1/4- MAX. SHIM SPACE BRIO (TYP-) 1.14" MIN. EXTERIOR EVERIO PENETRATION SEE NOTE 7 SEE NOTE 7 SHEET 1 30 36 2 SEE NOTE 7 (TYP-) SHEET J-' 31 SHEET 1 1.14* MIN. HORIZONTAL CROSS SECT10NPENETRAT10N 0 SIDELITE JAMB 5 1 VERTICAL CROSS SECTION I — IL 0 SHOWN W/IX SUB—BUCK SUBSTITUTING 4"�HORIZONTAL CROSS SECTION 2 3 CONCRETE SCREWS FOR SCREWS 0 HINGE JAMB w-niplying w;lm tiv 51 RaWa B-Odi qpdc— D.W 19.7" FROM NOA6 END'& 27.4" 6" FROM Dade Product caftw w MAX. O.C. END & 27.4" 12 y MAX. O.C. SEE NOTE 1 7 SHEET 3 Ibmio n, 12 INTERIOR � 26 2 < NOTES 33 1. ITEM #48 ACT 1#9 X 2-1/4- PFH Z 0 t3 24 18 SCREWS THRU JAMB INTO SIDELITE 23 EXTERIOR 10105106 i J! LOCATED @ 6*, 27", 50-1/4". & 21 N.T.S. I FO NON—REINRCED MULL EXTERIOR72-1/8- FROM TOP OF FRAME TYP. om W. EW m BOTH SIDE JAMBS. HORIZONTAL CROSS SECTION cmL gy. LFS HORIZONTAL CROSS SECTION 22 r3 DRAN= 2. ALL UNITS ARE GLAZED UNITS. SEE ® HINGE JAMB NOT SHOWN 0 ASTRAGA7Q L S-228 SHEET 2 FOR DETAIL a M., or 1/4" MAX. 6" FROM 33 53 SHIM SPACE33 END & 27.4" 2 (1Yp-) 29 MAX. D.C. z 19.7" FROM NOT SHOWN 3 36 END & 27.4" r a.4 22 MAX. O.C. SEE NOTE 1 21 INTERIOR SHEET 3 INTERIOR ti:F R.:: 21 a As SEE NOTE 7 1 ;�, SHEET 1 EXTERIOR23 23 NOT SHOWN EXTERIO 22 MULLION W/REINFORCEME RE k�jyy 1.14" MIN. 2-'\HORIZONTAL CROSS SECTIONplying 2 33 Florida Bu�fdso C HORIZONTAL CROSS SECTION PENETRATION 53 3 \,�4 LATCH JAMS 33 HINGE JAMB 19.7' FROM (� � 6' FROM END & 27.4" END & 27.4" MAX. O.C. MAX. D.C. SEE NOTE 1 zNOTE 0 SHEET 3 12 INTEND 1. ALL UNITS ARE GLAZED UNITS. SEE fn SHEET 2 FOR DETAIL CL a. os Q m 33 6 cu EXTERIO n�� mm-10 OS O6 "- MULLION W/REINFORCEME soN.T.S. um BY.. EW cm BY. LFS f 3 1 HORIZONTAL CROSS SECTION mvmm NO. HINGE JAMS S-2728 ce sir oF 12 Q 54 0 35 n 56 4 P $ SEE NOTE 1m$ SHEET 3 12 57 -~i d 54 26 yy� yp3 0 ,•>'y`: `'••'.,•*ice: 4l'N•.li.i /� �m 0gg��¢•� 14 ,•''S�i:'1�«'�'.�r:�t ��•°'�"'''`-,. :s,• ',:'. t•.•!, � ��E div n?�'•"i},?a ri �::r:rr,=I.,•,y.. ,•ria.,}.:.`�}•,:�;+;j ir't•, � �� 33 So 24 96 28 F_X'fERIOR �3 CHS MULLION ATTACHMENT AT HEAD y �� K-1 HORIZONTAL. CROSS SECTION 2 56 THRU HEAD INTO MULLION 5 ® HINGE (CHS) W/INTEGRAL MULLION ��Big a obi 54 Approved as wmplymg wifb do to x fOf�� Florida BuildingCNOLl U M'mmi Dad.„Product•Co trot a By >INTERIO � Vi SEE NOTE 1 mW 2 SHEET 3 ZLD o,/,/' •''':!rat .•F .:K.�h.• q Q .fix.,• ..r'.•v'j s{= r�tl�?,:§, W�I 41 :,`.� I I 1 I !fes,a•t. { , 50 ` I I I r,•:}.;5:"k:»;a.i+;i:'i',:f'x`• YS o 54 .S•'{ w>.iti `\ S Q 9 n $ 55 18 7 6 f o a�� 55 58 EXTERIOR 23 tu..z o DAM 1010510C, °a 21 wine: N.T.S. 22 ( 2 HORIZONTAL CROSS SECTION °a•s` EW 3 NOT 5 0 LATCH (CNS) W/INTEGRAL MULLION p L Bf` LF5 e CHS MULLION ATTACHMENT AT SILL SHOWN DRAS114 NO.; c 2 56 THRU SILL INTO MULLION deer 5 m'12 SEE NOTE 7 2-1/2" MIN. 2-1/2" MIN. SHEET 1 FROM EDGE FROM EDGE e (TYP) (TYP) SEE NOTE 7 •p 5 SHEET 131iI Y I'" '.,.• '.oma:• .. ,. :. Z 31 29 33 29 30 33 » L 36 36 zo nv '� Z Oil w Lu �— w�Q.. 4 w 36 ZO 4 ^zCL &n 12 LLJ .r.:.,.. t: t: = d. a EXTER'r::•. i;.'.t7; SEE INTERIOR S� f:,.: ':: EXTERIOR INTERIOR �'�+" LQg �,',s'::t`t: 5' ,:. ,: ).:: NOTE 1 EXTERIO ;. 'dfr. `.4! ;f'•if: INTERIOR VERTICAL CROSS SECTION i VERTICAL CROSS SECTION 6 SHOWN W11X SUB—BUCK SUBSTITUTING 4 VERTICAL CROSS SECTION 6 HEAD JAMB — DOOR CONCRETE SCREWS FOR SCREWS 6 HEAD JAMB — SIDELITIE a APVTO1ed as camPtY�^8 wo d a 1. ALL UNITS ARE GLAZED UNITS. SEEpa3u�di E SHEET 2 FOR DETAIL. INTERIOR INTERIQR tF.';5; <'•°,i;�` E)f'I'ERIOR Mimal Dads_. edI �.. F-tyt Z >,1:''.t.h.: '%%• a';r�' A� \�14jryt.t4�l'"({{4 N 7 If.; o : .3 .J i g g 7 35 SEE v� a 12 �t t.. ;s::i: ::y.. 48 NOTE 1 44 i ' 35 �0 35 S1 44 F• 31 wl 2-1/2" MIN. 12-1/2" MIN. 2-1/2" MIN. 12-1/2" MIN. a..Z a FROM EDGE FROM EDGE FROM EDGE FROM EDGE x.10 05 06 s GYP.) (TYP.) (TYP.) T (TYP.) NOTE s�uF: N.T.S. 9 ^ 1.ITEM #48 — #9 X 2-1/4" m ft EW m VERTICAL CROSS SECTION T 5 l VERTICAL CROSS SECTION PFH SCREWS THRU HEAD & maf.BY: LFS 3 6 OUTSWING THRESHOLD 6 OUTSIMING — SIDELTTE SILL JAMB LOCATED 3" FROM DpAw aw m EACH FRAME END AND ON S-2728 °a CENTER LINE. 6 0 6" +--4.5" 6" 33 W/2X BUCK r.}.; .... 4" INSTALLATION m I I ! W/2X BUCK 33 25 W/1X BUCK O W Z ^ ` INSTALLATION S �02 F-Z m d w/2x cK SEE w/1X BUCK 5 INACTIVE ACTIVE o a° d 33 DETAIL 1 INSTALLATION o >n ,: MASONRY - INSTALLATION \ _ SEE NOTE 1 .o O m OPENING OR j�p 52 �i" •;a 0 8 U • M n z 5 WiSTnunnoN ASTRAGAL - �~ g 9 8 e SEE NOTE 1 SHOWN FOR n 49 FRAME &J REFERENCE AMBS DETAIL 1 23 44 TYP. SILL - ® HEAD 2X BUCK SEENOTE 1 49 SEE tO to DETAIL 2 - 4s _Z® /ACTIVE ! INACTIVE °c$ SEE NOTE 2 43 3 STRIKE PLATE DETAIL m 19 ` FRAME ANCHORING 19 ® TRAGAL XX (OUTSWING) INACTIVE ACTIVE `4 o. T �i r6' �4" I 4" �"4" I EXffERIOR wi- REFERENCE m 33 EE DETAIL 2 DETAIL 1 w/zx BUCK 33 ' ® SILLMASONRINsrALLAnoN (o OPENINr` - OR Approved as comptymg w,nuu �- a w/1X BUCK 5 ti uitm �a^a o °s 51 INSTALLATION NOAsi aASTRAGAL - SEE NOTE 1 1 U®,; °i FRAME TO JAMBJAMB SHOWN FOR TYR HEAD & .. ey��` �L'`"�` g w W/0 3/4" daMBs ® BUCK o= !� - N MULLION44 / z $ 2X BUCK •� - nACTIVE 33 TOJAMBBNOTESHINGE DETAIL TYP. SILL / /NSEE NOTE 1 MULLION 1. 1/4" ELCO OR ITW CONCRETE SCREWS ANCHORING FRAME AND/OR SILL SEE REQUIRE A MINIMUM 2-i/2" CLEARANCE TO MASONRY EDGES AND A MINIMUMc /DETAIL 2 1 4" CLEARANCE TO ADJACENT CONCRETE SCREWS WITH MINIMUM 1-1/4" n'"z u 1I INACTIVE I 1 ! EMBEDMENT. ane 10105106 = ,.ti•.: .••::•.v,•.� 'o 2. smt 3/16" CONCRETE SCREWS ANCHORING ASTRAGAL STRIKE PLATE AT N.T.S. HEAD OR 19 NONE ANC. MULL 19 19 EW m SILL REQUIRE A MINIMUM 2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 19 19 FRAME ANCHORING 19 2-5/8" CLEARANCE TO ADJACENT CONCRETE SCREWS UNLESS OTHERWISE =NO- USa OXXO (BOXED) OUTSWING NOTED BY CONCRETE SCREW MANUFACTURER. OPAWM m S-2728 °o 4 of sxgr 7 --L2JZ : 6" 8' 6" 4" 6" to 4" I — V . I� 33 w/2X BUCK J n d / w/2X BUCK XT^ I{�5TALLAUC 3 OINSIALLAn0N MASONRY `r — Ow/1 X BUCK 0 a d MASONRY w/1x BUCK OPENING N }� 5 intsrauA10 o OPENING 5 INSTALLA N I \ SEE NOTE o v_/ SEE NOTE 1 ° 33 = O t _ `r _ TIP. HEAD & n 0 52 0 _ TYP. HEAD & n TYP. JAMB JAMBS ® BUCK 'i� Z ' n JAMBS 0 BUCK FRAME TO JAMB O 8 8 FRAME n _ W/3/4" — d 9 N MULLION 23 44 :42 TYP. SILL 2X BUCK 1 ` 2X BUCK SEE NOTE 1 = N 6 tO —� --GWP. 4 TYP. SILL w \ ;;_, SEE NOTE 1 =oo _ 1 ACTIVE I I I ° 19 T9 0.75" 19 MULLION 19 STRIKE PLATE DETAIL �o ® JAMB ERAME ANCHORING FRAME ANCHORING $u� cTi XO OR OX (BOXED) OUTSWING. X OUTSWING w/MuwON REINFORCEMto 4' ENT F T y 1 1 I I 1 1 I I 24 26 =o,o CL 3 / W/2X BUCK 33 ~ w INSTALLAMON MASONRY 33 33 — _ OPENING ccr TYP. JAMB w 1X BUCK R 24 z TYP. Hff SILL &EAD= TO JAMB INsTALIAnON 5 Approved as comp y � y JAMBS Pz -��/MUWON — SEE NOTE 1 _ a � 24 TYP. HEAD& Daw I�. FRAME Ci N JAMBS 0 BUCK -wfi"amp�eVrod 26 V (? By �g ri N TYP. SILL G 8 2X BUCK = — 1 SEE NOTE 1 HINGE DETAIL fO N �\p NOTES: 8 o m l4 I I I ACTIVE I 1 f 1. 1/4" ELCO OR ITW CONCRETE SCREWS ANCHORING mm-10/05/06 FRAME AND/OR SILL REQUIRE A MINIMUM 2-1/2" N.T.S. CLEARANCE TO MASONRY EDGES AND A MINIMUM 4" 19' 19 11"s � 19 f9 ll CLEARANCE TO ADJACENT CONCRETE SCREWS WITH mu W.. EW0.75" .75" 19 MINIMUM 1-1/4" EMBEDMENT. aoc s+4 LFS MULLION FRAME ANCHORING MULLION mtwm,m•, m OXO (BOXED) OUTSINING S-2728 u /MU IION REINED M NT M4W$OF� T � n u' W/2X BUCKeR - 2X 0 ~ MASONRY _ INSTALLATION OtD O OPENING W/1X BUCK E w gg m / INSTALLATION U O 3•: CHS SEE NOTE 1 �.p 52 z $ MULLION TYP. HEAD& i. M 8 9 €E 8 FRAME —SHOWN FOR JAMBS 0 BUCK — ri` d 0 8 N A REFERENCE TYP. SILL 23 BUCK SEE NOTE 1 8 " s � a O AWEI I I 1 z 19 4 19 STRIKE PLATE DETAIL �1 g FRAME ANCHORING ® MULLION � d OX OR XO (CHS) W/INTEGRA MULLION (CHS) I�zi o 6" 4" 4" g" I J „mamas comvtyu�R,•itb w" IJ`Sp �+4" �+ 4" m''' eanuca'2zao5 ..,•,:%:: I I I I c xoAn�s� -mac > Af-1, o a, pglaau 11 1 1 1 1 in o. " •' coos W/2X BUCK 33 . MASONRY INSTALLATION _ co OPENING // W/1X BUCK R5 4 s INSTALLATION �S a ol` / SEE NOTE 1 O 4g FRAME MULLICHS ON k4AAB5 ®BUCK rTYP. HEAD & ni Z z 8 o _ SHOWN FOR M o x 5 _°z REFERENCE TYP SILL _ n 2X BUCK SEE NOTE 1 HINGE DETAIL !v NOTES• `\" C O O = ID a Z O +'#• _ _ 1. 1/4" ELCO OR ITW CONCRETE SCREWS ANCHORING maF 10105106 ACTIVE FRAME AND/OR SILL REQUIRE A MINIMUM 2-1/2• N.T.S. f 1 1 I I l i 1 CLEARANCE TO MASONRY EDGES AND A MINIMUM 4" mm CLEARANCE TO ADJACENT CONCRETE SCREWS WITH orR+ er EW m 19 32 32 1 y MINIMUM 1-1/4" EMBEDMENT. cans.erc LFS FRAME ANCHORING DPAWW NO.: m OXO�CHS�W/INTEGRAL MULLION (CHS) S-2728 q SM 9 OF_ a in 2.362" 1.562" ^ -`� 1.562" �+- o 2.362" n " 3.250" IN i ^ t m o1.250" o - = $ d OxZc 11 TOP RAIL TOP RAIL LOCK BLOCK g°�g E g DOOR SIDELTfE 17 i7 ��a m 1.562" � -�{ 1.562" o 2 0 I + f C-4 2 3 4 'JAMBS ham--2.250"-�{ 9 B5R M RAIL 47 S D�ELIT, "L 16 LATCH STILE EDGE 2 3 53 MUWOIX RENFORCED l:I�iz rc 3 Approved as complyipgardh d+e O d —�{ 1.891" Fiandyddi- .780' a+t e$ /r 780 -�{ 305" Nom, rmauc� ° 2.500" If I 1.983" (�- Div'' S 1 �.4+ 3 N N N i I �G N N IZ 3.983"-►I 1.000" 9wg 9w o 48 SIDEI(fE STILE 1 T HINGE STILE EDGE HINGE & LATCH STILE ® ® iC SUPPORTER " S M w ® ® 11) � 8 �4.560"� 1.220" � �p" o co � z �? o \\Q J $ � ss� Ion 2.250" erre 10105106 0 0 O O 11-011 O O 2.000" N.T.S. 3 ora IN.. EW m 5. 54 CHS INTEGRAL MUWON MUWON oa �' IFS SILL-TO-JAMB KIT DETAIL 18 HINGE CHS (OX, 0X0) 3 W/OUi REINFORCEMENT 0 e OPTIONAL S-2728 n dt sir 10 wL w 5 DEAD BOLT LATCH (THRU HOLE) (BUND HOLE) n e e o e e o e md e 00 9s ALUMINUM ASTRAGAL 40 U BY ENDURA PRODUCTS ?R a o 0o a 41 1.625° 1.625" � y o V a2 -�I 1.750° &IaS ,. TOP BOLT RETAINER TOP BOLT RETAINER MATL: HDPE MAIL ALUMINUM ALUMINUM ASTR4GAL ASSEMBLY LENGTH: 4 3/4" LENGTH: 9 314- 13Y ENDURA PRODUCTS W � APProvedwrnmPlYomaAN rheLn " Die�jiOE J i M 0 J�' A � NMimw Dae t � I 0.0 8 42 SUDE BOLT ROD o -�1 1.750" STEEL Z /,1 ALUMINUM ASTRAGAL -10105106 U BY ENDURA PRODUCTS 1. (12) OF ITEM #48 ASTRAGAL RETAINING SCREWS LOCATED (2) ® 2-1/2 SOLE N.T.S. (1) ® 3-1/2", (1) ® 10-1/2 (1) ® 18-1/2", & (1) ® 26-1/2" FROM m BY. EW m' THE TOP OF ASTRAGAL AND (2) ® 2-1/2", (1) ® 3-1/2", (1) ® 10-1/2", CmL fff: LFS 3 (1) ® 18-1/2", & (1) ® 26-1/2" FROM THE BOTTOM OF ASTRAGAL. uPOW NM: rc m S-2728 °o a mmT jL cF12 ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL 1 FIBERGLASS SKIN 0.079'BY TRINITY ON. THK. W/FIBERGLASS YARN REINF. FIBERGLASS 45 LVL SIDELTTE TOP RAIL POPLAR ' 2 SIDEIJTE JAMB- FINGER-JOINT PINE WOOD 48 LVL SIDELITE STILE POPLAR m �` 3 HINGE&LATCH JAMB-FINGER-JOINT PINE WOOD 47 LVL SIDLLITE BOTTOM RAIL POPLAR 4 HEAD JAMB- FINGER-JOINT PINE WOOD 48 #9 X 2-1/4'SELF DRILLING SCREW STEEL. 5 1/4'X 3-3/4'TAPCON(ELCO OR ITW) STEEL 49 10-32 X 5/8"MACHINE SCREW STEEL 7 OUISWING THRESHOLD (HIGH RISE TYPE)(ENDURA PRODUCTS INC.) ALUM./COMP. 50 OUTSWING SIDeJTE SPACER PVC A OT6 n 8 STRIKE PLATE SCREW I8 X 2.0'PFHWS(2 REQUIRED PER STRIKE PLATE) STEEL 51 #10 X 2.0'PFH WOOD SCREW STEEL m g COMPOSITE BOTTOM RAIL PVC 52 DEAD BOLT STRIKE STEEL pz g 10 ODOR PANEi.CORE FOAMED IN PLACE BY TRINITY POLYURETHANE 53 iX MULLION REINFORCEMENT WOOD 11 COMPOSITE/LVL TOP RAIL WC/LVL 54 INTEGRAL MULLION (CHS) wowS so,a i 12 WEATHERSTRIP QEBD650 Q-LON FOAM 55 16 X 1-1/4'PFH DRYWALL SCREW STEEL S I3 LVL HINGE&LATCH SOLE SUPPORTER POPLAR 58 X 2-1/4'PFH SELF oCRO SCREW STEEL 14 COMPOSITE HINGE STILE EDGE g � r RIC 57 STAPLE 18 GA GALV. 7/f 6*'CROWN x 1-3/4'LONG �- dd§' 15 BEAD 1/4' WOOD 16 COMPOSITE LATCH STILE MOE PVC 17 LVL LOCK BLOCK POPLARSo 18 3.983'X 4.0'HINGE MIN. 0.098'THICK STEEL 19 SILL TO JAMB KR(OPTIONAL)* PC/ASA 21 KWIKSET LATCH GRADE N STEEL 22 KWIKSET DEAOBOLT GRADE 11 STEEL o 4.563"Lo > � 23 STRIKE PLATE STEEL N a e �IpQO p 23A FLUSH BOLT STRIKE PLATE&HEAD STEEL 238 FLUSH ALT STRIKEPLATE®SILL STEEL O p = c 24 HINGE TO JAMB SCREW#9 X 5/8'PFHWS(3 REQUIRED FART HINGE) STEEL 26 HINGE TO DOOR SCREW$9 X 1.0'PFHWS(4 REQUIRED EACH HINGE) STEEL o a o a e� 27 LTTE FRAME SCREW/8 X 1-1/8'SELF THREADING STEEL I� s 1'IAffiULATED LAMINATED GLASS(INTERLAYER DUPONT BUTACITE) CELLULAR PVC 3.068`—moi 28 GLASS 1/8"TEMPERED-AIR- 1/8'HS-.090'PVB- 1/6'HS COMPOSITE 29 2X BUCK Wo OUTSWING THRESHOLD 30 iX BUCK WOOD HIGH RISE TYPE F 31 MASONRY CONCRETE N 32 MULLION BASE KIT—PC/ASA Approved es mmplYing with ft W z 33 JAMB TO BUCK SCREW#10 X 2.S'PFH WS WITH MIN. 1.14'ENS. STEEL Fhrcide BuildJ oda q p Z N 34 NOT USED - NO#0 �- y35 LATEX CAULK Dissti sPtodu4 �j Gh LATIX B 38 1/4'MAX. SHIM SPACE WOOD 9 b n >. 37 LITE FRAME BY TRINITY UNDER SEPERATE N.OA• PC/ASA $ 38 SCREW PLUG* PC/ASA -� 2.010" 1 40 ASTRAGAL ENDURA PRODUCTS INC.) ALUMINUM g 41 BOLT RETAINER 42 FLUSH BOLT STEEL Z C 43 3/16'x 2-1/4'iAPCDN(FICO DR IiW) STEEL 5Y SIDEl.l7•E SPACER w1E:f0 05 O6 z 44 1/4'X 2-3/4'iAPCON(FICO OR I1W) ST®_ OUTSWING SCiuE N.T.S. u *PC/ASA-POLYCARBONATE/ACRYLONITRu SIYRFNE MYLATE INro. m Ew cm er: LFS $ MRANM No.: C Q a S-2728 a° BQ lJ D�A R Y SURVEY PROPERTY ADDRESS: 123 NE. 97th STREET, MIAMI SHORES, FLORIDA 33138 W ` b • • • ' • • ••• LEGAL DESCRIPTION }Z~� Y I �Z��•€Zp�SQSQamN� •• ••• • • I 71,7��S�U WG • •, LOT 17 LESS THE WEST 6.70 FEET AND ALL OF LOT 18, IN BLOCK 18, OF MIAMI SHORES -- - -- --* -�� — •— •� �� - - - - - - - ---- U.P.I-- - a a n a a a a a a - -- �' `'�• """ """ """ -" '-- SECTION No.1 AMENDED, ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT �u'X'Q X SIN • • �� n ALLEYF.I.P.01/2" BOOK 10, AT PAGE 70, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. ' I F.I•P NO ID o 'LO •• : •'. •• •.• ;0 SPAVE ENS �� /CAP • • . .. 93.30 L6.4207 11.5 ... ' I ..'0.82' •• 4 C.B.S. �{••'' SIO• WALL to � �o-8� 'OR Me: 0.09 cW N N -I- �j N a a a y 0 vio U cfl 0010 v,a a s a n a¢'a`vi v7 v7 c5 UNDER 1 15.7' NE. 98th STREET 1 Q.9' w CONSTRUCTION / w T-. V)LL: o In 4' c.s.s. 1 N $ Z= L`' I CN WALL w 14 13 12 11 10 9 8 7 6 Uj a F Z 6 N I mm oz 14.90' 13.7' 16.00' i� II z 2 w z 8 :0 8 8 / cj L`' 12.29' w 18 ¢ a 8 I 22 4' .n ,' ^ I M w 9.9' ¢ 3 53 0-m ; :� I 6.70' cc mozo,-IL ba' I4 u; cn and 1 ' a; b b p w 15 16 17 18 19 20 21 22 23 w �v;�oWm�oo I p ��.�.:.:. Iii co O Z z O I :. ��zzoa:o.da 15.7' 2 .0 N 6 5 cn 1 ONE Slilr. C.B.S. NE. 97th STREET 9 I RES. No.123 6.5' 12.23' 6 F.E.112.30' - < _ I I LOCATION SKETCH fli Of 4 C.B.S. 1 22 3, 2�.4 �, �aaF a � o N.T.S. Q N9 w JV WALL I 3 — H F-Xzz ". I I iP > o ��ZZ � r o "$ Zzzz=z 0.52' �_. K w `�` d�� WEST LINE 15.7' a a a a a a a as I . a c LOT 17 s__ a., �uj_a .z .o NOTES: 1 -THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNK�`AAL STANDARDS w (61617-6FAC), IS "RESIDENTIAL-. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR,-,THIS-TYPE m 6.70 OF BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET. THE ACCURACY OBTAINED&Y- EASUPJkNT F.I.P.01 2 r - / l''c 9 AND CALCULATION of A CLOSED GEOMETRIC FIGURE WAS FOUND TO ExcEEq THIS REQUIREMENT:, a NO I0. 1 N O• -WELL IDENTIFIED FEATURES AS DEPICTED ON THIS SKETCH WERE MEASURED;,TO AND ESTIMATED 5 z c HORIZONTAL POSITIONAL ACCURACY OF 0.1 FEEL BLOCK h Off, -LANDS _ > ' I Os,, FIP01/2" -LANDS SHOWN HEREON WERE NOT ABSTRACTED, THEREFORE THIS SURVEY I' SUBJECT TO CORNER .. . EASEMENT'S, RIGHT OF WAYS, AND OTHERS MATTERS MICH MIGHT BE REFLF�CTED IN A c 7d' m :. a tea of-' Z >. ••. i• •.. •�'...., SEARCH OF TITLE TO THE SUBJECTLAN STRUCTURE ,- -. __ �N�m �i"1c — .•.. •• NO -NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND FOOTINGS OF ANY �Z � 112.70 :;'...::. ;''. :.:. 9 : '.,::'.: ��;r0�.. -THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITY(ENTITIEBj a a m ad U 3.30 ':.: ..:..•.:..�"•�:.' . - .. ... . � NAMED HEREON IN THE CERTIFICATION AND DOES NOT EXTEND TO A ANY UNNAMED.PARTY. FLOOD ELEVATION INFORMATION: csS -THIS DRAWING IS THE PROPERTY OF A. FIORE AND ASSOCIATES, INC. AND SHALL NQT.BE, DATE OF FIRM: 07-17-95 F.I.P.01/2• 5' SWK. USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF A. FIORE AND v1 ci ASSOCIATES, INC. COMMUNITY No: 120652 od®c4 -z w NO ID. -ELEVATIONS ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM (1929) PANEL: 0093 SUFFIX: J <a m ci c5 c5 5 8 ci MIAMI-DADE COUNTY BENCHMARK No.N-568; LOCATOR No.3100; ELEVATION=9.65' LO P_: ZONE: X BASE FLOOD ELEVATION: N/A Lo n VALID COFIES OF THIS SURVEY A. FIORE AND ASSOCIATES, INC. WLL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR LAND SURVEY'ORS LAN(] PLANNERS 921 S.W. 122nd Avenue, Miami, Florida 33184-2406 NE. 97th STREET 1N�2 Phone: (305) 221-3040 Fax: (305) 221-9040 1- _ _ _ _ www.afioreinc.com 21' PAVEMENT HE"REEONN IS TRU ANDCERTIFY T THIS CORRECTBOUNDARY BEST OF MY KNOWLEDCE�ANo-�EFAS 1 m RECENTLY SURVEYED ANO DRAWN UNDER MY SUPERVISION. THIS SURVEY COMPUES -j NTH THE MINIMUM TECHNICAL STANDARDS SET FORT•I BY THE FLORIDA BOARD OF ANTONIO FIORE, PRESIDENT PROFESSIONAL LAND SURVEYORS IN CHAPTER 6IG17-6 FLORIDA ADMINISTRATIVE PROFESSIONAL SURVEYOR AND MAPPER No. 5184 CODE. PURSUANT TO SECTION 427.027 FLORIDA STATUTES. STATE OF FLORIDA SCALE: I"=20' DRAWN BY: F.A.L. REFERENCE: IFIELD BOOK: 08-08, DATE: 12-16--08 • • • • ••• ••• •• • • •'i • • • s •.• S ___^Ja............... P E R M o T #.-')PLC — Miami Shores Village APPROVED DAYE ZONING DEPT BLDG DEPS' / SUBJECT TO COMPLIANCE NTH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 1 � 4� r 1h MARK A. CAWIBUI 373 N.E. WM SJWT AMU SHUN HRA. 33139 754-2318 r u; 758-7 Date: December 15, 200 W F:L Urc.#AR;OW;4 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores,Florida 33138 Re: Permit#RC-08-1368 Butler Residence 123 N.E. 0' Street Miami Shores,Florida 33138 Folio# 11-3206-013-2440 Attn: Building Department, This letter was prepared for the residential property to verify and confirm that the masonry reinforcement meets the minimum requirements and the installation was inspected and approved. If you have any more question please call me at my cell 305 528 3037. Respectfully submitted, k A. Campbell,Architect State of Florida: #0011074 Butler Residence masonry reinforcement letter 12-15-08 4 Edward A. LANDERS, P.E. CONSULTING ENGINEERS Date:July 28,2009 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores,Florida 33138 Re: Permit#RC-08-1368 Butler Residence �, 123 N.E. 97"' Street Miami Shores Florida 33138 xdq ' Folio# 11-3206-013-2440 Atte: Building Department, This letter was prepared for the residential property to verify and confirm that the Bottom steel of the tie beam above the existing front door was removed for the installation of a taller door required the installation of a steel plate as per the detail on the attached page. The new steel plate shall be VV x min.4'-4"with(7)518"kwik bolts @ 12"o.c. staggered two rows. If you have any more question please call me at my office 305 823 3938. Respectfirlly submitted, Edward Landers P.E. Butler Residence door tie beam Inspection letter 7-28-09 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * (305)823-3938 * FAX (305)823-9355 NEW 1/4" X V-4" L X 10"H THICK STEEL PLATE W/5/8" K WIK BOLTS ® 12" OC. STAGGERED TWO ROWS KNOTCH AS REQUIRED AROUND ROOF JOIST EXISTING 3"X8" WOOD RAFTERS VN • 10 0 0 0 0 0 • 1 p AREA OF CONC. REMOVED i A 16 TIE BEAM (9) DOOR E LEV . SCALE :3/4"= l ' -O" BUTLER RESIDENCE EDA.STRUCTURAL ANDESP.E. ENGINEER 7850 N.W. 146 STREET 123 N . E . 9 7TH STREET SUITE 509 R- 038398 MIAMI SHORES FLORIDA MIAMI LAKES L 33016 U (305) 823-3938 � 3 Edward A. LANDERS, P.E. ------------ CONSULTING ENGINEERS act- -6�oK Y4&-*4ember 24, 2008 i S ' es Village � g ui in i tment 0 .'� Avenue r��'t lores,.�Florida 33138 R ...Permit#RC-08-1368 Butler Residence 123 N.E. 97" Street Miami Shores,Florida 33138 Folio# 11-3206-013-2440 Attn: Building Department, This letter was prepared for the residential property to verify and confirm that the Steel column show on the S-3 section is not going to be installed and the 8"x 12"concrete column shown on the S-1 sheet and the column schedule shall be installed instead. The footing shown as WF-10 on S-I should be a WF-16 instead. If you have any more question please call me at my office 305 823 3938. Respectfully submitted, --------------------------------------- Edward Landers P.E. 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * (305)823-3938 * FAX (305)823-9355 g � 1 Edward A. [ANDERS, P.E. CONSULTING ENGINEERS Date: November 24, 2008 Miami Shores Village Building Department 10050 N.E. 2°d Avenue Miami Shores,Florida 33138 Re: Permit#RC-08-1368 Butler Residence 123 N.E. 97h Street Miami Shores,Florida 33138 Folio# 11-3206-013-2440 Attn: Building Department, This letter was prepared for the residential property to verify and confirm that the Location of the septic tank is located under part of the footing. See attached photo. The sanitary pipe connection back to the house also runs through part of the new footing. The 10'-0"section of the footing which is affected should be enlarged to 20"deep with 2 # 5 bars to be added to the top and bottom of the footing for a total of 645 bars over that section for the 10'-0" length . If you have any more question please call me at my office 305 823 3938. Respectfully sub 'tted, --------------------------------------- Edward Landers P.E. 7350 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * (305)823-3938 1 FAX (305)823-9355 2 :vi �;' ,,.a✓- _?°" s,�,w �'.� � .yam 7'x ,,,�'.-mss, �:� f > 3� /;i �� r�:., '�,� ,w �✓,✓✓ia'� rix x�p� �s N Mr r�. T. ?:` � Z� hft� b �� .F es ,5 ,•,`b. .<"S+�'••.0 i/%..fSv 3' ks ^•f,.: +;i -�„'1 " ,� - '.. y� R,'s i ,:.. *,€,_'_.F� « ;�'a s �;' «":fix, ^. -.��,',,� �" r� ... tE �'� y � /,;, fi �,f'_-,,.^� a ;s;4':•.. tai r '•,,,cam ;��. �dww„r ra.��B 4 ".'�" 4 � y ,y� " a �" i,�j ,'4x .,4-,u. ,l•• ?��.: «k''' ..iia :", ,.,. r .sem� z '� -s., .?:' Vii, �. G tom, .�s s• � E. Y sy,. �N 3 ,.-x,''3'Sk�,- \. ,w m .. ay,. ... ...,..,. � c-. ,., Y•.. ,' � _u _'�r�:-;:r.,c.. ,;..p <'' .., .L� .: r' ;:-�- /// ?.i < 3 �,:�,,:. '•£o �. '+.�>N'R�- r �,,, a4'�,,,« r` '� z "�- ,r,^ ,:,a �� Sid >as�� :��s .� ✓'_ « t " ✓ �a� r � t 's w � �'..^'.� f.-+a fX ^i a,'fi, „�,D•2 0 h -'�'v:sR�� '."�' ��w E\ �;., Tom:. �..� ✓ ?'• 'cq�u yes .\ A C ®D1 ACCUMT 373 N.E. 9M 9MCEF MIAMI StMQM RA. 33138 Date: December 8,2008 F.U. ars 0OW74 Miami Shores Village Building Department 10050 N.E. 2n'Avenue Miami Shores,Florida 33138 Re: Permit#RC08-275 537 Residence 537 N.E. 96h Street Miami Shores,Florida 33138 Folio#-11-3206-017-1570 Attn: Building Department, This letter was prepared for the residential property to verify and confirm that the wall above the new steel reinforced beam meets the minimum requirements without filling the block cells up to the existing rake beam. The installation was inspected and approved. 1 Respectfully submitted, Mark A. Camp 11,Architect State of Florida. #0011074 537 Residence Inspection letter 12-08-08 `51 NO R,3, L, „`gym Miami Shores Village Building Department F�pOye 10050 N.E.2nd Avenue,Miami Shores,FI 33138 Tel:305-795-2204 a Fax:305-756-8972 NOTICE TO MIAMI SHORES VILLAGE BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I(We)have been retained by(name of owner/agent) !W b*q- V&-a'(YZ— to perform Special Inspector services under the Florida Building Code at the project(address 17, S Al k �'7T��'f�(5�5'r , Miami Shores,as of Z- � . j (date). I am a registered Architect or Professional Engineer licensed in the State of Florida. PERMIT NUMBER: Q G' 0(; - 13(a C6 Special Inspector for Reinforced Unit Masonry, FBC 2122.4 ❑ Special Inspector for Trusses over 35 Ft. Long or 6 Ft. High, FBC 2319.17.2.4.2 0 Special Inspector for Steel Connections, FBC 2218.2 ❑ Special Inspector for Soil Compaction, FBC 1820.3.1 0 Special Inspector for Precast Units &Attachments, FBC 1927.12.2 ❑ Special Inspector for Pilings, FBC 1822.1.20 0 Special Inspector for NOTE: Please mark boxes that apply The following individuals(s)employed by this firm or me are authorized to perform inspections. 1. 2 3. 4. I,(we)understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector.All mandatory inspections,as required by the Florida Building Code, must be performed by Miami Shores.The building inspections must be called for all mandatory inspections.Inspections performed by the Special�nspeclor hired by the Owner are hi addttton to the mandatory hrspections performed by the Building Department. Further,upon completion of the work under each Building Permit,I will submit to the Miami Shores Building Department at the time before the final inspection the completed inspection log form and a scaled statement indicating that,to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code,and are in substantial rdan th the approved plans. Enginee A chite Name i� ChJp��C,t_ (Print) Signed and Sealed Address_�73 t qZ" Xj— Date:--A Z -2 Phone No. rf Sy• Z -j 9 S Florida License No: 0 d 1 0-7 a • r ' LOG OF APPROVED INSPECTIONS TO COMPLY WITH S. F. B. 0. 307.2 .PERMIT.NO.: (� C `d I,7 G ; :ADDRESS: (?-S .� c7 711� S T A SNOW rr �...., CONTRAC.T{3w ��i��•�-2yS i o �rirss*ri��o.nn si ri�iserorwsi .r�rewiurrrs TYPE OF INSPECTION FOUNDA"P N COMMENTS: APPROVED BY: DATE: TYPE OF INSPECTION ?tom C- LUAUS Rct6» CV"/-PC dt REtNFORC]= COMMENTS: FUD -p44& C-0ALWdAr- APPROVED,BY: DATE: 1 •2�.a$ TYPE OF INSPECTION WINDOWS AND D0 117 r COMMENTS: APPROVED BY: DATE:* • EFTYPE OF INSPECTION AS-BUILT COMMENTS: APPROVED BY: DATE: TYPE OF INSPECTION s- tsc-o-ov, s o" C2, ^-C ' s.-0 OTHER tsPECtFYj r COMMENTS: AV APPROVED BY: DATE: '�' 2 y 9' 1TYPE OF INSPECTI N OTHER[SPECIFn COIiI�Mlt�NT$: APPIMED-fly., DATE: [rfP9 aF jNSPECTION OTHER APPROVED BY: DATE: ' ' K A CAMPULL AVUHIECT 373 N.E. 92ND SMUT A114M SWUL FIA. 33139 MA-231 Sip if 748-7M Date: December 29,200FL UC. AR 0OW74 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores,Florida 33138 Re: Permit#RC-08-1368 Butler Residence 123 N.E. 97th Street Miami Shores,Florida 33138 Folio# 11-3206-013-2440 Attn: Building Department, This letter was prepared for the residential property to verify and confirm that the Architects has inspected the entire reinforcement masonry system including,but not limited to: Filled Cells Reinforcement Steel Concrete Pour Beams Columns If you have any more question please call me at my office 305 754-2318. RespectfaVy submitted, --A--------------------------------- Mark A. Campbell,Architect AR 0011074 Florida Butler Residence Reinforced masonry Inspection letter 12-29-08 FORM 60OA-2004R EnergyGauge®4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: BUTLER RESIDENCE Builder: Address: 123 N.E 87TH STREET Permitting Office: City,State: MIAMI SHORES,FL 00000-0ON Permit Number: Owner: Jurisdiction Number: 232800 Climate Zone: South 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi4muly Single family - a. Central Unit/Split Cap:30.0 kBhvhr _ 3. Number of units,if multi-family 1 _ SEER:13.00 _ 4. Number of Bedroom 3 _ b.Central Unit Cap:42.0 kBtu/hr _ 5. Is this a worst case? No _ SEER:13.00 _ 6. Conditioned floor area(ft2) 2751 ft2 _ c. N/A _ 7. Glass type I and area:(Label rcgd.by 13-104.4.5 if not default) _ a. U-factor. mon Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Sngie Default)376.0 W _ a. Electric Strip Cap:27.3 kBtu/hr b. SHGC: COP:1.00 _ (or Clear or TIM DEFAULT) 7b. (SHGC 0.75)376.0 ft2 _ b.Electric Strip Cap:34.1 kBbvbr _ 8. Floor types COP:1.00 _ a. Slab-On-Grade Edge Insulation "A 305.0(p)R _ c. N/A _ b.N/A c. N/A _ 14. Hot water systems 9. Wall types a. Instantaneous(Propane) Cap: None a. Concrete,Int Insul,Exterior R=4.2,2751.0 ft2 _ EF:0.88 b.N/A _ b.Inff (Propane) Cap: None _ c. NIA _ EF:0.88 _ d.N/A _ c. Conservation credits _ e. N/A _ (HR-Bed recovery,Solar 10. Ceiling types _ DIIP-Dedicated heat pump) a. Under Attic R=30.0,2751.0 W 15. HVAC credits PT,CV, _ b.N/A _ (CF-Ceding fan,CV-Crass ventilation, c. N/A _ HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=9.0,10.0 ft MZ-C-Multizone cooling, b.Sup:Unc. Ret:Unc. AH:Interior Sup.R=8.0,10.0 ft _ W-H Multizone heating) I /�lasslFloorArea: .14 Total as-built points: 28256 PASS Total base points: 33205 1 he yMare s aic6' Bred by Review of the plaits and thi calciance Flowd Energy spec ificabons cove by thisde. calculation indicates compliance with the Florida Energy Code. DATE: .BW.0 Tn'trVini eco Feted this quildi 'll beer ed for 1 hereby certify that this building,as designed,is in .Flconvoi - ' compliance with the Florida Energy Code. �. ry OE h BUILD DA TE. . .� 1 FrW III J1W surrrrrrers. ohm ;, �. e®(Version:FLR v . TION P �+"4 . •• •. . . • •. •. R FORM 60OA-2004R EnergyGauge@)4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 123 N.E 97TH STREET, MIAMI SHORES,FL,00000-0000 PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 2761.0 30.53 16118.0 1.13ingle,SHGC=0.75 N 2.0 4.0 120.0 36.46 0.84 3662.0 2.Single,SHGC=0.75 E 2.0 4.0 68.0 78.71 0.74 3961.0 3.Sirggle,SHGC=0.75 S 2.0 4.0 84.0 66.93 0.67 3783.0 4.Singie,SHGC=0.75 W 2.0 4.0 104.0 70.53 0.75 5497.0 As-Built Total: 376.0 16903.0 WALL TYPES Area X BSPM = Points Type R Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Concrete,Int Insul,Exterior 4.2 2751.0 2.28 6272.3 Exterior 2751.0 2.70 7427.7 Base Total: 2751.0 7427.7 As-Built Total: 2761.0 6272.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Exterior insulated 42.0 6.40 268.8 Exterior 42.0 6.40 268.8 Base Total: 42.0 268.8 As-Built Total: 42.0 268.8 CEILING TYPES Area X BSPM = Points Type R Value Area X SPM X SCM= Points Under Atte 2751.0 2.80 7702.8 1.under Attic 30.0 2751.0 2.77 X 1.00 7620.3 Base Total: 2751.0 7702.8 As-Built Total: 2761.0 7620.3 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 305.0(p) -20.0 -6100.0 1.Slab.O Grade Edge Insulation 0.0 305.0(p -20.00 -6100.0 Raised 0.0 0.00 0.0 Base Total: 6100.0 As-Built Total: 306.0 4100.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 2751 A 18.79 51691.3 2751.0 18.79 51691.3 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• 90: • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • EnergyGauga®DCA Form 60OA-2004R EnergyGaugeVFlaRES'2004 FLRCSB v4.5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FORM 600A 2004R EnergyGauge®4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 123 N.E 97TH STREET,MIAMI SHORES,FL,000004)000 PERMIT#: BASE AS-BUILT Summer Base Points: 76108.6 Summer As-Built Points: 76655.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 30000btuh,SEER/EFF(13.0)Ducts:Une(S),Unc(R),Int(AH),F?.O(INS) 76656 0.42 (1.06 x 1.165 x 0.90) 0.280 0.902 8314.0 (sys 2:Central Unit 420OObtuh,SEER/EFF(13.0)Ducts:Unc(S),Unc(R),Int(AH),RB.O(INS) 76556 0.58 (1.08 x 1.165 x 0.90) 0.260 0.902 11639.5 76108.6 0.3250 24735.3 1 76655.6 1.00 1.109 0.260 0.902 19953.5 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. •• . . . . . . •. . . . . . . . . . . . . . . . . . . . . . . . . . ... . ... . EnergyGaugeTs DCA Form 600A-2004R EnergyGauge®/FlaRESWIN FLRCSB v4.5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FORM 60OA-2004R EnergyGauge®4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:123 N.E 97TH STREET,MIAMI SHORES,FL,00000-0000 PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF= Poi .18 2761.0 3.60 1783.0 1.Single,SHGC-0.75 N 2.0 4.0 120.0 6.03 0.98 709.0 2.Single,SHGC=0.75 E 2.0 4.0 68.0 4.77 1.05 339.0 3.Smgle,SHGC=0.75 S 2.0 4.0 84.0 4.49 1.13 427.0 4.Singte,SHGC=0.75 W 2.0 4.0 104.0 5.49 1.01 575.0 As-Buf@ Total: 376.0 2060.0 WALL TYPES Area X BWPM = Points Type R Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Concrete,Int Insul,Exterior 42 2751.0 1.02 2806.0 E)dedw 2751.0 0.60 1650.6 Base Total: 2751.0 1660.8 As43ullt Total: 2751.0 2806.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterlor Instated 42.0 1.80 75.6 13deriar 42.0 1.80 75.6 Base Total: 42.0 75.6 As-BuiR Total: 42.0 76.6 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM X WCM= Points Under Atter 2751.0 0.10 275.1 1.Under Attic 30.0 2751.0 0.10 X 1.00 275.1 Base Total: 2761.0 276.1 As-Buift Total: 2761.0 275.1 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 305.0(p) -2.1 -640.5 1.Slab-On-Grade Edge Insulation 0.0 305.0(p -2.10 -640.5 Raised 0.0 0.00 0.0 Base Total: 640.5 As-Built Total: 306.0 _640.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 2751.0 -0.06 -165.1 2751.0 -0.06 -165.1 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EnergyGauge®DCA Form WDA 2004R EnergyGaugeS/FiaRESAN FLRCSB 45 00' • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • z FORM 60OA-2004R EnergyGauge®4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:123 N.E 97TH STREET, MIAMI SHORES,FL,00000-0000 PERMIT#: 71 BASE AS-BUILT Winter Base Points: 2978.7 Winter As-Bulit Ports: 4401.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Electric Strip 27300 btuh,EFF(1.0)Ducts:Urx(S),Unc(R),kd(AH),R8.0 4401.2 0.444 (1.078 x 1.137 x 0.91) 1.000 0.950 2068.6 (sys 2:Electric Strip 34130 btuh,EFF(1.0)Ducts:Unc(S),Unc(R),h*AH),R8.0 4401.2 0.556 (1.076 x 1.137 x 0.91) 1.000 0.950 2588.2 2978.7 0.5540 1650.2 4401.2 1.00 1.113 1.000 0.950 4654.8 .. ... . . . . . .. . . . . . . . . . . . .. . . . . ... . .. ... .. . . . .. . . . . . . 00: . . . EnergyGauge'rm DCA Form BOOR 200411 EnergyGa Vg lPaRES2004 FLRCS13 4.5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• FORM 60OA-2004R EnergyGauge®4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS:123 N.E 97TH STREET, MIAMI SHORES, FL,00000-=0 PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2273.00 6819.0 (done 0.88 3 0.25 1216.00 1.00 912.0 None 0.88 3 0.75 1216.00 1.00 2736.0 As-Built Total: 3648.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 24735 1650 6819 33205 1 19953 4655 3648 28256 PASS .11 ME sr,� �coD VMS • . • ••• • •♦• • •.• • • • • • • • • • • • •• •• • • • •• •. FORM 60OA-2004R EnergyGauge®4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS:123 N.E 97TH STREET,MIAMI SHORES,FL,00000-0000 PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CH C Exterior Windows&Doors 606.1.ABC.1.1 Maxlm urm1l dn-isq.ft.window area;.5 dn-d Jt.door area. Exterior&Adjacent Waw 606.1.ABC.12.1 Caulk,gasket,weatherstrip or seat between:windaws/doors&flames,surrounding vat foundation&wall sole or sill plate;joints between exterior vmH panels at corners;uNty penetrations;between wall panels&top/bottom Mates;between walls and floor. EXCEPTION:Frame walls where a continuous mfilhWon barrier is installed that extends from,and is seated to the foundation to the top plate. Floors 606.1.ABC.12.2 Penetrations/openings>1/8"seated unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to theer penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffts,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attlo access.EXCEPTION:Frame ceilings vire a continuous infiltration barrier is installed that is seated at the pertmeta.at penetration and seams. Recessed Lighting Fixtures 606.1.ABC.12A Type IC rated with no penetrations,seated;or Type IC or non-IC rated,installed inside a seated box with 10 clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned spew,tested. Multi-story Houses 606.1.ABC.12.5 I Air barrier on perivraterof floor cavity between floors. Additional Infiltration reals 606.1.AW.1.3 I Exhaust fans wanted to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES(must be filet or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with dnciency requirements in Table 612.1.ABC.3.2.Swatch or clearly marked circuli breaker electric or cutaff must be .External or bufft-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have cowers(except soler heated).Non-commercial pools must have a purrs timer.Gas spa&pool heaters must ton a minimum thermal elficlency of 78%. V� Shower heads 612.1 Water flow mast be restricted to no more than 2.5 nations per minute at 80 PSIG. Air Distribution Systems 610.1 All duds,fittings,mechanical eupaip Tmd and plenum chambers shall be mechanically afteched,seated,insulated,and inalated in accordance with the criteria of Section 610. Duds in unconditioned attics:R-6 ruin.Insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for eachswient Insulation 6 04.1,602.1 CeHutgs-Mm.R-19.Common wrals-Frame R-11 or CBS R-3 both shies. Common ceiling&floors R-11. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • EnergyGaugeTM DCA Foran 600A 20048 EnergyGauge@/Fle°RES*W FI-0648 v4*5 ••• • • •• • ••• • • • • • • • • • • • • • • • • • • • A. •• •• • • As •• •• � r r ESTIMATED ENERGY PERFORMANCE SCORE*=89.2 The higher the score,the more efficient the home. 123 N.E 97TH STREET, MIAMI SHORES, FL,00000-0000 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit/Split Cap:30.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER:13.00 4. Number of Bedrooms 3 _ b.Central Unit Cap:42.0 kBtu/hr _ 5. Is this a worst case? No - SEER:13.00 _ 6. Conditioned floor area(ft2) 2751 R2 _ c. N/A - 7. Glass type I and area:(Label rend.by 13-104.4.5 if not default) - a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Sngle Default)376.0 ft2 _ a. Electric Strip Cap:27.3 kBtuthr - b. SHGC: COP:1.00 - (or Clear or Tint DEFAULT) 7b. (SHGC=0.75)376.0 112 _ b.Electric Strip Cap:34.1 kBtu/hr - 8. Floor types COP:1.00 - a. Slab-On-Grade Edge Insulation R=0.0,305.0(p)ft _ c. N/A - b.N/A _ - c. N/A _ 14. Hot water systems 9. Wall types a. Instantaneous(Propane) Cap:5.0 gallons _ a. Concrete,Int Instil,Exterior R=4.2,2751.0 ft2 - EF:0.88 b.N/A _ b.Instantaneous(Propane) Cap:7.0 gallons _ c. NIA - EF:0.88 - d.N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0,2751.0112 _ 15. HVAC credits PT,CV, _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, a N/A _ HF-Whop house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Una Ret:Unc. AH:Interior Sup.R=8.0,10.0 ft _ MZ-C-Multizone cooling b. Sup:Unc. Ret:Unc. AH:Interior Sup.R=8.0,10.0 ft _ MZ•H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building O� Construction through the above energy saving features which will be installed(or exceeded) ,y p in this home before final inspection.Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: a x Address of New Home: City/FL Zip: �coD yam ` u *NOTE.The home's estimated energy performance score is onl(wabda leWz:vugkt ho FoL VRES computer program. This is not a Building Energy Rating.If your score is 80 or grearr(or.j6jar�i•AAAA E EnergyStaT designation), your home may qualify for energy efficiency mortgage(EEM)iV j&1 jj i,%V Obi floAk Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at M;r .fsec.ucf edu for Information and a list of cerhfiedRaters.For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community AffairseBSQP487-1V% ••; ; ••. 1 Predominant glass type.For.ctual glass type and areas,see Summer&WintA*4•uWo#hft • i•• ••• ••• • • • • ••• • • • • • • • • • • • • • •• ••• ••• • •• •• ••• • ••• • • ..................................... ------.................... .............................................................. ------------------------------------- ............ Inspection Worksheet Mi,arn� Shores Village 10080 N.E. Avenue Miami Shores, FL Phone: (30,5)795-2204 Fax: (305)756-8972 ----------- -------- -- ---------- ........... Inspeal cri ",ate. 121171008 Permit Type: Residential Construction llnspeck , Druhn, Norman Inspection Type: Spot Survey Owne,-: BUTLER,ROBERT Work Classification: Addition Job b.ddie,',r; 123 97 Street NE Miami Shores, FL 33138- Phone Number (786)566-2919 Parcel Number 1132060132440 Project <NONE> Block: Lot: Contra,lo-v HARVEST TRUST DEVELOPMENT GROUP Phone: (305)496-0992 Buil&PC, ':If.,pertrr.ent Comments C At-x inspector Comments P ET Fai,"ied Che t i 0 n Re-'Xispection Pee No !a,,)be scheduled until re-ins,r fee is raid Wed f1c.- Dec ,rnber 17, 2008 Page 1 of 1 12-7$-2QQ� U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28 2 099 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A RRORERTY INFORMATION F �[dfarle -y v pa`n a„u ,} , 'Al'. Building Owner's Name N z ROBERT BUTLER A2. Building Street Address(including Apt.,Unit,Suite,and/gr'Bldg.No:)or P O.Route and.Box No. 123 NE. 97th STREET _ r ,Ft t`.. .. ' Glty State ZIP Code. MiAMI SHORES FLORIDA 33138 A3. Property Description(Lot and BlockAwnbiors,Tax Per*Number;"Legal Description;"etc.) 11-3206-013-2440 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) RESIDENTIAL A5. Latitude Lata. N 25 8643° Long. W.80.1999° Horizontal Datum: ❑NAD 1927 Q NAD 1983' A6: Attach at least 2 photographs of the building ifthe Certificate Is being used to obtain flood insurance. AT. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s),provide: A9. For a building with an attached garage;provide. a) Square foota9e of crawl space or enclosure(s) 2100 sq ft a) Square footage of attached garage N/A sq it b) No.of permanent flood openings in the crawl space or b) No.of permanent flood open(ngs in the;attached-`garage enclosure(s)wells within 1.0foot atwve adjacent grade 5 wails within 1.0 foot above adjacent grade 9 c) Total net area of flood openings in A8.b 861 sq in c) Total net area of flood openings In'A9,b 77777b sq in SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name ti<Community Number B2.County Name B3.StatQ MIAMI SHORE$ 120652 MIAMI-DADE FLORIDA 134.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(§) Date Effective/Revised Date Zone(s) A0,use base flood depth) 12025CO093J J 07-17-1995 03-02-1994 X 'NIA 810. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. FIS Profile FIRM ❑Community Determined ❑Other(Describe) B11. Indicate elevation datum used for BFE in Item 139: X❑ NGVD 1929 ❑NAVD 1988 ❑Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? [J Yes 0 No Designation Date ❑CBRS ❑OPA SECTION C.-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑Construction Drawings* ❑ Building Under Construction* ®Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized SEE BACK Vertical Datum NGVD 1929 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor) 11.4 ®feet meters(Puerto Rico only) b) Top of the next higher floor 12.30' feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) N/A ©feet meters(Puerto Rico only) d) Attached garage(top of slab) WA ©feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building N/6_2 feet ❑meters(Puerto Rico only) (Describe type of equipment in Comments) 0 Lowest adjacent(finished)grade(LAG) 11.3 Q feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) _ 1 1,4 ®feet ❑meters(Puerto Rico only) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certifyelevation information. 1 certify that the information on this Certlflcate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. ®Check here if comments are provided on back of form. PLACE Certifier's Name License Number SEAL ANTONIO FIORE No.5184 HERE Title Company Name VICE-PRESIDENT A. FIORE AND ASSOCIATES INC. Address City State ZIP Code 921 SW. 122nd AVENUE MIAMI FLORIDA 33184 Signature Date Telephone 12-16-2008 305-221•-3040 FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions 1)tI '3k� N `: its#ham spt ,�aepy the� r� por> ir1 Iniorrr� �ftrt e�ctiufaA. I is %-11014 6 VOW A (fttt iuttitfgApt unit 00e�nor Ptt� i�dute attd.`Oox Ivo: 23 N9.7th STREET tale 21.0 dodo, tSdr> MIAMI SHORES FLORIDA 33138 GTiti.Ftt��:.�i,IFtVEII€b�;ENS.inil��R�'t�•��,t�cHi�i�t;�: Tii�rr��ttab[f�>�i��il�:�i � dopy±f_b sides of thfsrl ievat Cestk uaEe#br 1., ornmunify of}iciat,..(a}'ins uranee ageritTcompany,and,'( )`bu�fi(pg o}n+pe[ _ . . CohSpdpf>` MIAMI-DADE COUNTY BENCHMARK No.N-568; CROWN OF ROAD ELEV.= 11.42' LOCATOR No.3100; ELEVATION=9.65' NEW ADDITION ELEV.=12.30' NOTATTACHED BLDG.ELEV.=11.30'.. tgre.,a of o 12-16-2008 Q Ch�cTt_e�eii'attetmenta �`rv�7f�Fl E-'r�I�ILIJ11Vl�:ELE�A'Tit�hl'Ii�Fr`fF�M4T1�1N_( I�VE�i'=N�'p R��,UJRE[�j Fi�i��Z3hIL�k�'S Ahlb��tS�IE�,�#1`�F9�CJfi`B�=`E Fot' ohes Md"A It fitout 1 FE),eomptd&HdrftVI ES:,)f the iyertfficatei fitdnded to supporfta LOMA or LTJ"MR=F rig fesf,aoniplete Sectien5;lk B, and ToxJtems 13: 4„unnatural gracVe ►f,avaflableheekthe measurement used. In 'uerto,licpvnly,entermeters_ E1> _Pif>vld9 eir tion�lr>>'om�tatt�n fitr the following and cli.eelithwo.ppropdefe boxes tcrshow wfiether�fhs elevahort-is above orbil-ow-theh'hT.t adj en.t grafle(}iAC)a�rd`the IoWest adjacent grade(LAG) at Toth a1 Ufbrh fJ;eornnittYfbBs..et4yenf,cra�nl spame or enetosure) s_ _❑:"iset Dsriefpr�, D abs or teioi�the FiAG; b)Tc'otl cSttom ilesot(iiwciudlrrg t>aserlietif, rdvvl space�sr"ehclosure)fis _D feet ❑ nefer4 �]above'tj �*bi�iow the:LAG:. 82. `For Su(Idltrg i tagrams Er vfith permanent flood".openings prodded irHSet tion. .Items, anWor g(see a w8_:of Instrua'ns)!,.Ihe next higherf)oor (eievdttoli CB.b(ti th8 diagrar>is}oftlie bulldiiSg 13 _[]feet [ meters. [l above or jbeICMf the I�iRG. 1= . Affached;garags"(2op of slab)is ❑feet D>meters above or D below the HAG E4. "Tbp of�itahortrt o rtiachlrterp aftd/br equlpmer t servicing tfie t ulJding ts, ^.El feet ❑ffi*fi D abovb fr r O01).nvlt t06 HAG.. E5, 2gne A.:pnly If.ng1opd depth number is:aveilabte,is the-top of the bottom iaaor-alevated'In accordance with thq cpmr►iuRity s flooclpiain menagemerat oPtilhgt5ee7 [Q Y ❑iv 3 Q.tlnkrt0*h, The lo6al officiaf.h usI cettil ihis:iittorrriatltsri Gs Sectio' __..._.SEdTION F 'PROIPWY,OWNI I PIR ESilft'NER�$I#EPREUNT,4'I`IVE)0E011730ATION The b,grid'E fbrZWik A(mAbut a:pEMMA=issued'or;eomniunitj issued BPEj or-z6hio��...Noost sign f ere Tf?e:9t4fetnecifs to Sedtlah A'a and>=arecorreeE_fo the"be's;bt►»y'rrttlwCedgt:. Praperty':t3avner's.or,t�5�ner's Authorized`I�eprese�tafive's°Name -Addrosgi City State' Zli Gotle S(gTt9fure Date Telephone �eiirrients; Q�Ch eekhereiif�9#aeh trjetits Si=TI[ORO 010M ONITS'INP60ATI6N(OPTIONAL) The li>cal bfficial'whot4 authorized bylaw *6r ordinatfee:to administi�r the cthmmunitys floodplain managemefjt ordihonco<tmn°oorhpldte.Secitorns-A;S 0.79--y, antf.G flf this EleVatron Certifiddte:"Cdniplete the applicdbld.ltem(s),Ahd sign bel6W. Check th6 fneasurenient used irr Iterri§G8::atjd G9. G,1. ❑ The lnfbrmation.i'h Seeflon GwasIgken from;otherdocamentetion.tha€`liar been signed and sealed'bya.licensed:surveyor,:engineer,=or:architeat�n.ho ld--kUtfidit#d by bWto dertify eli vaition ihforMAtioh. (Inditte:tWsd rrb-Iahc�date of tlierelevat W eats iti 3tie Cturifi nt5:alee.bell r;): G . A;eommunIty.,ifficial completed,8eotlon E''for a t2uildlbg located in Zone A,(WRhout.a:F'EI Issued or epmmuniiy-issueci.SPE).orZone AO. G3. Q 'The fdlbwi119 lhf&Mbtidtf(ICetrfs G4:=G9.y i§�rwded f6f i;bnimunity flaadpiain mariagenieht purpbses. ,04.FlormitNufter 05. date Permit issued GS: late Certificate OfComptia'nse/Owupamcy'It%ed 07.Tiff(N: ❑ Cfstatn ❑Substgntial lMfouerhdhf G8,EIG rattcftt.of as btjilt la est,tloor(ItiblUtling basernAtit-)of the buildin.g:. Q feet D raters`(PR) Datum 09.:8FE dr(tt OA lepfh of flooriing at ttie tiUild(rtg"sife _. ❑feet ❑meters(PRj, Datgm. Lacaf;5ACiels blame Title Gotnrnunrty Mamie; 7etpph'ohe ftnaturg at8 Comments ❑Cheok:here If attachments FEMA.Form 8191,Fbb uary 2006 Replacos all previous editiohs Building Photographs See Instructions for Item A6. 12-16-2008 For Insurance Company Use: Building Street Address(including Apt,Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 123 NE. 97th STREET City State ZIP Code Company NAlCNumber MIAMI SHORES FLORIDA 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. •�Y 7771105 MM;1 R FRONT LOW VIEW 12-16-2008 d_ _-rw� �►t w w REAR VIEW 12-16-2008 �� I Building Photographs Continuation Page 12-16-2008 For Insurance Company Use: Building Street Address(including Apt., Unit Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 123 NE. 97th STREET City State ZIP Code Company MAIC Number MIAMI SHORES FLORIDA 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and"Rear View"; and, if required, "Right Side View" and"Left Side View." WNW RIGHT SIDE VIEW 4 a �i":�e►�= 12-16-2008 4 .. a i LEFT SIDE VIEW -� 12-16-2008 • ��1AGlK.. W R W Building Consultants, c RECEOVED B Consulting and Engineering Services for the Building Ind try C P.Q.Box 230 Valrico,FL 33595 Phone 813.659.9197 Facsimile 813. R+� "' '"""®®" 'w Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation a uation Rep y� or Report No.: FL-7730.2 RI Date: May 19,2008 Product Category: Exterior Doors Product sub-category: Swinging Exterior Door Assemblies Product Name: Smooth Star,Fiber Classic,Classic Craft&Classic Craft Rustic Fiberglass Door Inswing/Outswing "Impact" Manufacturer. Therma Tru Corporation 118 Industrial Dr. Edgerton,OH 43517 Phone 419.298.1740 Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Wendell W. Haney,P.E.(System ID# 1993)for Therma Tru Corporation based on Rule Chapter No.911- 72.070,Method Id of the State of Florida Product Approval,Department of Community Affairs- Florida Building Commission. RW Building Consultants and Wendell W.Haney,P.E.do not have nor will acquire fmancial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition) See Drawing No.FL-7730.2 prepared by R W Building Consultants,Inc.and signed and sealed by Wendell W.Haney,P.E.(FL#54158)for specific use parameters. Wendell y,P.E. FL No. 415 May 19,2008 PF 1068 V'I Sheet I of 3 , Limitations I. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC)structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM El 996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-7730.2 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using threshold item #4 meet water infiltration requirements for "HVHZ" 8. Inswing configurations and outswing configurations using threshold item #5 do not meet the water infiltration requirements for the "HVHZ" and shall be installed only in non- habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees." 9. See drawing FL-7730.2 for size and design pressure limitations. Wendell ,P.E. FL No. 41 May 19,2008 PF 1068 Sheet 2 of 3 Supporting Documents A Drawing 1• Drawing No.FL-7730.2 prepared by R W Building Consultants,Inc.(Florida Board of Professional Engineers Certificate of Authorization No.9813),signed and sealed by Wendell W.Haney,P.E. B Tests 1. Materials(Fiberglass door skins by Therma Tru)approval number NOA 06-0406.11 issued by Miami-Dade BCCO. 2• Materials(Polyurethane foam core)testing per ASTM E84-00a(ASTM E84-00 is equivalent to ASTM E84-04 referenced in the 2007 FBC as evidenced by the comparison evaluation report EQ-E84-00-04 signed and sealed by Wendell W.Haney,P.E.)as performed by Omega Point Laboratories and reported in test report 15427-107362,dated August 28,2000,signed by William E.Fitch,P.E. 3. Materials(Polyurethane foam core)testing per ASTM D1929-96(2000)el as performed by Architectural Testing,Inc.and reported in test report ATI 67508.01-106-18,dated August 230,2006,signed by Joseph A.Reed,P.E. 4. Testing per TAS 201-94,202-94&TAS 203-94 as performed by Testing Evaluation Laboratories,Inc.and reported in test report TEL 06-1031-1,dated ERASE DATE,signed by Wendell W.Haney,P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report TEL 06-1031- 1. Additional product anchor analysis for loading conditions prepared,signed and sealed by Wendell W.Haney,P.E. 2. Buck anchor analysis for loading conditions prepared,signed and sealed by Wendell W. Haney,P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Wendell ,P.E. FL No. 415 May 19,2008 Pfi1068 Sheet 3 of 3 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Vahico,FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No.9813 Report No. EQ-E84-00-04 Date: May 20,2008 Evaluation of Equivalence of ASTM E84-00 to ASTM E84-04 AS7ME84-00 AS7ME84-04 Con"ning: ConditMonhw. Condition specimens to a constant weight at the Condition specimens to a constant weight at the temperature and humidity stated below: temperature and humidity stated below: 73.4-+5°F 73.4-+5°F 50-+5%RH 50±5%RH Test Specimen: Test Specimen: 20-1/4":L-3/4"x 24'-+1/2",butted against vent end of 20"to 24"wide x 24'-+1/2"long,butted against vent end chamber. of chamber. Continuous length or joined end-to-end. Continuous length or joined end-to-end. Truly representative of the materials for which results are Truly representative of the materials for which results are desired. desired. Upstream end of chamber shall have a 14"±1/8"length of Upstream end of chamber shall have a 14"-+1/8"length of 16 gauge steel sheet placed on the specimen mounting 16 gauge steel sheet placed on the specimen mounting ledge in front of and under the leading edge of the ledge in front of and under the leading edge of the specimen. specimen. Test Atmosphere: TestAlmosphere. 73.4-+5°17 73.4-+5017 50±50/oRH 50-+5%oRH Procedure. Procedure: 1. Establish draft reading of 0.055 to 0.100 in.of 1. Establish draft reading of 0.055 to 0.100 in.of water column water column 2. Arithmetic average air velocity within the furnace, 2. Arithmetic average air velocity within the furnace, at 73.4-+5°F,shall be 240-+5 FPM. at 73.4±5°F,shall be 240±5 FPM. 3. Place the specimen in the chamber and place the 3. Place the specimen in the chamber and place the removable top in position over the specimen. removable top in position over the specimen. 4. With draft operating,keep the specimen in place 4. With draft operating,keep the specimen in place for 120±15 seconds prior to applying test flame. for 120±15 seconds prior to applying test flame. 5. Ignite gas(natural or methane)burner adjusted to 5. Ignite gas(natural or methane)burner adjusted to 5,000 Btu/Min. 5,000 Btumn. 6. Record flame front travel distance versus time at 6. Record flame front travel distance versus time at 30 second intervals or each 2'of flame front 30 second intervals or each 2'of flame front travel. travel. 7. Record smoke density photocell at 15 second 7. Record smoke density photocell at 15 second intervals intervals R:\LIBRARIES\Codes&Standards\TEST STANDARDS\EQUIVALENCY OF STANDARDS REPORTS\EQ-E84-00-04.doc Page I of 2 ASTME84-00 Continued ASTME84-04 Continued Procedure condgmed Procedure continued: 8. Plot flame spread distance,temperature and 8. Plot flame spread distance,temperature and change in smoke density photocell readings change in smoke density photocell readings separately. separately. 9. Flame spread distance=observed distance minus 9. Flame spread distance=observed distance minus 4.5 feet. 4.5 feet. Flame spread index(FSD calculation: Flame spread index(M) calculation: 1. Determine the total area(AT)under the flame 1. Determine the total area(AT)under the flame spread distance-time graph. spread distance time graph. 2. When AT<=97.5 ft-min.,FSI=0.515 AT. 2. When AT <=97.5 ft-min.,FSI=0.515 AT. 3. When AT>97.5 ft-min,FSI=4900/(195-AT). 3. When AT>97.5 ft-min,FSI=4900/(195-AT). Smoke developed Index calculation: Smoke developed Index calculation: 1. Determine the total area(AT)under the smoke 1. Determine the total area(AT)under the smoke density-time graph for the specimen. density-time graph for the specimen. 2. Determine the total area(Ap..d-ok)under the 2. Determine the total area(ARd.o.0 under the smoke density-time graph for the Red-Oak. smoke density-time graph for the Red-Oak. 3. Smoke developed index= (AT/AR.a)times 3. Smoke developed index= (AT/ARw&)times 100,then rounded to nearest multiple of 5. 100,then rounded to nearest multiple of 5. Accordingly,other than minor revisions and clarifications of the specimen size,ASTM E84-00 is equivalent to ASTM E84-04 referenced in the 2007 FBC and therefore meets the intent of the code. Wendell W. ,P. . FL P.E.#54158 6-- D -OU R:\LIBRARIES\Codes&Standards\TEST STANDARDS\EQUIVALENCY OF STANDARDS REPORTS\EQ-E84-00-04.doc Page 2 of 2 IHERMAITRtJ" THERMA TRU DOORS - 1 18 INDUSTRIAL DR., EDGERTON, OH 43517 37.75'MAX. TEL. (419)298-1740 FRAMEWM XWMAX SMOOTH STAR, FIBER CLASSIC -`I CLASSIC CRAFT& CLASSIC CRAFT RUSTIC I$ FIBERGLASS DOOR d INSWING/OUTSWING GENERAL 1,10713 'IMPACT' � 1. This product has been evaluated and b in compliance wflh the 2007 Florida Building Code(FBC)structural requirements including the"fth Velocity Hurricane Zone°(HVq. x 0 0 2. Product anchors shall be as rated and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. r cf 3. When used In the'1iVHZ"this product complies with section 1626 of the Florida Building Code and does not require an Impact resistant covering. 19 IE 10 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with 8 Section 1609.12 of the 2007 FBC and does not require an Impact resistant covering.This product meets mise level"D"and includes Wind Zone 4 as defined in ASTM El"6. S. For 2x stud training conftction,anchoring of these units shall be the same as that shown for 2x buck masonry constnrction. 6. Ste conditions that deviate from the details of this drawing require further engineering analysis by a licensed enghm or registered architect. 7. Outswing configurations using threshold item#4 meet water infiltration requirements for"HVHZ". g INSWING 37.75"x 82.25' +75.0 -75.0 8. Inswing configurations and outswing configurations using threshold(tem#5 do not meet the water Infiltration SMOOTH requirements for the liVHZ"and shall be installed only in non-habitabie areas or at habitable locations STAR OUTSWING 37.75"x 80.7W +80.0 -80.0 protected by an overhang or canopy such that the angle between the edge of canopy or overhang to s®is o less than 45 degrees" TABLE OFCONWO CLASSIC INSWING 37.75'x82.25' +100.0 -100.0 SHWi# DESCALOWN CRAFT OUTSWING 37.7W x 80.75' +100.0 -100.0 g 1 kxrl elevations. &general notes e 2 Door details(Smooth star) INSWING 37.75"x 82.25" +90.0 -90.0 3 Door panel details(Clasdc craftRUSTIC mm 5/7/08 i 4 Door panel detalls(Classic craft nntic) 5 Door panddeta6s(Fiber c ) OUTSWING 37.75'x 80.7W +90.0 -90.0 mAm N.T.S. 6 Horizontal cry sections III&ft AL m 7 Vaticalcrozsacfions INSWING 37.75'x82.25" +75.0 -75.0 ax err WWH 3 8 Buck and frame anchoring-2X buck masonry conch mffon CLASSIC 7730.2 c 9 Frame anchahq-1 X tuck masonry conshuction OUTSWING 37.75"x 80.7r +80.0 -80.0 ro 5 10 BE of Materials&Components SHFEF OF 1Q 8 47 41 EXTERIOR 47 41 43 n 4 $ ��s 2 O INTERIOR 46 42 D' s 1 HORIZONTAL CROSS SECflON �y 2 47 13 1 o MnFn i EXTERIOR INTERIOR LDETAID 41 TOP RAIL CCK STI L A-A RPANEL Smooth star 41 D w4k' N 00000000 O ` 0000000 0000000 47 g 00000000 0000000 000000000 00000000 °z 0000000 3 00000000 �Gq 45 a 00000000 L, 0000000 28.86%OPEN 'm 000 0000 o AREA MAX. ,M H! GE SP M g6 0 0000 0 0 2 VERTICAL CROSS SECTION utt� 5,47/08 z 00000000 2N.7 S. 0000000 wAa 00000000 MIM 81, AL m auc By, WWH $ DETAIL A-A DMWM NOx Panel reinforcement Ft-7730.2 n 54 57 51 57 51 53 56 EXTERIOR 3 >n 2 INTERIOR 56 52 o g 8 s 3 ao �11 HORIZONTAL CROSS SECTION 3 51 O 4.06" 1 O 0.32 ►1 TYP.4 v 13 CORNERSLLI� a OF PANEL r` c EXTERIOR INTERIOR I D � � 52 OP RAIL � LO K LE n. F DETAIL A-A 5 R P NEL CI C craft 57 00000000 0000000 144 00000000 000000051 00000000 ix 0000000 �149" 00000000 0000000 034" 5 00000000 rdrl�fd Z 0000000 c 00000000 kit@ 0000000 OGq h 00000000 0000000 28.86%OPEN m 0000-00c 0 0 000 0 AREA MAX 54 HINGE 80iTOM 0 0 0 0 0 2 VERTICAL CROSS SECTION —DM- -5—/7—/-080000000 00000000 3 N.1.S. 9 0000000 00000000 DSM.ft AL m CMG BY. WWH ; j DETAIL A-AWAWM NO- 4m Panel reinforcement FL-7730.2 a O -_3 � n f m 31 35 36 EXTERIOR 36 3g 31 33 n N ffi m Z W 2 INTERIOR 32 $ $ 4 1 HORIZONTAL CROSS SEC17ON a 31 1 O I r TYP.4 tF o 13 CORNERS EXTERIOR INTERIOR d n3 OF PANEL DETAIL A-A � � p � R PAN L o CGas�c crap n�stic N: 31 z 00 0000 0 35 rn 000000 0000000 fes--4.05' ►I 000000 I I 0000000 000000 0000000 34 i 000000 O g 0000000 — 000000 l TO �' a _1 2 0000000 ? 3 R ? g 000000 EM 0000000 �� 2�VERTICAL CROSS SECTION z 000000 28.86%OPEN Q z LO-000.0-03000-00.000.000 AREA MAX' LOCK B HINGE STILE DATE. 5 7 08 N.T.S. Drro er: AL m o+x.en WWH 3 DETAIL A-A DRAwDro�: � m Panel reinforcement FL-7730.2 °o 5 W 4 OF 0 z 66 67 61 EXTERIOR111 MI 110 67 bl 63 n m � m' m INTERIOR $ 5 bb bb b2 1 HORIZONTAL CROSS SECTION a 5 67 ° �a.to°---moi o IN EXTERIOR INTERIOR �3 LJroP n bs DETAIL A-A 60 DOOR PANEL Itber classic 61 00000000 0000000 2 0000000 00000000 0000000 rim 00000000 0°000 0 00000000 Z 0000000 00000000 65o 0000000 ti�iq Q 00000000 a 0 0000000 28.86%OPEN m 0 0 0 00 0 o 00000 AREA MAX. NINCsE B M L z z C 0 0 0 0 0 0 2 VERMAL CROSS SECTION DAM 5/Z/08 °z 00000000 5 s N.T.S. ° 0000000 00000000 CM.BY. AL m y MY W, WWH DETAIL A-AoawwM ND4c Panel reinforcement FL-7730.2 0 MET 5 OF 1Q s — t 2 I a zz �, z Z ~ $ 9 04 r S 8 ; 19 RIOR 10 I NTE e ° 2 6 � 6 18 0 00 a EXTERIOR 40 30 i nim" 60 50 A E m o E D 4 1.114"MIN. N O EMB.FYP.J D B 5 g 7 7 7 4 3 HORIZONTAL CROSS SECTION L 6 Shown wll Xsub-buck substituting � ` 0.15" concrete screws for wood screws per 0.15" f CSINK Section 1714.5.4.2 of the FBC C'SINK (TYP.) o B �e-a ° F Z.L 0 10 10 INTERIOR INTERIOR 0 •. Z Z L a ° ° ° Z Z 10 ° �0 m 0 IZI U 12 12 30 40 EXTERIOR EXTERIOR 40 30 14 W: 5/7/08 z L C11 16 s� N.T.S. 9 t-1/4^MIN. 5O 6O 60 50 C EMB.(1YP.) E arra.M, AL m 1-114"MIN. aa.By, WWH 3 1 11 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION I EMB.(NP.) MUM Nn, 6 Ouhwing shown-inswing 6 Outswing shown-inswing FL-7730.2 0 also approved also approved B 14 3 sir oF�Q Y I"MIN.FROM 1"MIN.FROM —MASONRY EDGE—{� MASONRY EDGE 0 ITYP.) I ITYP,) ° n 2-1/2'MIN.FROM 2-1/2"MIN.FROM MASONRY EDGE MASONRY EDGE +.-- E ,p (fYP.) (rYP-) P $ � D P E a , ® INTERIOR EXTERIOR 0 a. . B ` z 6 J ° 5 .. A C �L 5 10 � 0 ; c ^� ao 3040 30 60 50 10 g o� 60 50 10 EXTERIOR INTERIOR INTERIOR EXTERIOR 1 _ VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 3 VERTICAL CRgOSS SECTION 7 Outsw ng shown-inswing T Shown w/1 X sub buck substituting 7 see g nera�notes�sheet 1 o Go approved concrete screws for wood screws per for"HVHP water infiltration of Section 1714.5.4.2 of the FBC requirements & a a EXTERIOR INTERIOR EXTERIOR INTERIOR 4 30 40 30 40 INTERIOR EXTERIOR Z 2 6 50 60 50 60 N � 1 4 30 40 7 3 7 4 10 50 60 Z @� ° e a v5 e 08: are 3 v °. v. L N'� m °�1 VERTICAL CROSS SECTION ° 5 VERTICAL CROSS SECTION pVERTICAL CROSS SECTiONp ,,,.e, tvwvH 3 7 Inswing configuration 7 Inswing configuration 7 Outswing corfiguraHon uuwum�, see ggeneral notes,sheet 1 see neral notes,sheet 1 see eneral notes,sheet 1 m for"HV tZ nterinfiltrafion for"HVHPwaterinf7trafion torlgiVHPwaterinfnrafion FL-7730.2 0 m requirements requirements requirements su7 or 1 Q 2 i i.Ott'MAX. 4° ON CENTER 4' m TYP.SEE p TYP.SEE p o I e $ NOTE 1 NOTE 1 TYP HEAD& a a $ MASONRY MASONRY ` MASONRY JAMBS OPENING OPENING �' OPENING FRAME-/ 2X BUCK 2X BUCK-,,,..' UCK t� 2X BUCK 77 Rig . BUCKANCHORING BUCKANCHORMG HMGEJAMB FRAMEANCHORMG SiRIKEJAMB DP<a 80 psf BD<DP as 100 psf Masonry 2X buck conshuction cn a' 11 � NOTES., 1. 1/4"Sco Concrete screws anchoring 2x buck require a minimum 1"clearance to masonry edges,a , 12 1-1/4"minimum embedment and a minimum 4"clearance to adjacent concrete screws Substitution 12 of equal concrete screws from a different supplier may have different edge distance and center L gdistance requirements.Concrete screw locafkans at the corners may be adjusted to maintain the L m minimum edge distance to mortar Joints.H Concrete screw locafkrns noted as"MAX.ON CENTER" 12 14 z must be adjusted to maintain the minimum edge distance to mortar Joints,additional Concrete 12 screws may be required to ensure the mmdmmum on center dimension Is not exceeded, wwe 5/7/08 sum N.T.S. o 3 HINGE DETAIL LATCH✓b DEADBOLT DETAIL mm.or ALDRAW=NM: m m FL-7730.2 °o OW-or 10 d •r � �gg m z a om d O • � Qm i�sj•• TYP.HEAD z`o &JAMBS SEE NOTE 1 a a MASONRY ; OPENING 1 T G SEE NOTE 2 15 Y �Z •� 17 14 � m� FRAME G� G LATCH&DEADBOLTDETAIL 1 X BUCK m ,� :p •,q�. z o HDIGEJAMB FRAMEANCHO=G Sn=JAMB Masorey iX buck constn ctton 11 L H SEE NOTE 1 NOTES: - '612 ° $ 1. 1/4"ITW concrete screws anchoring frame and/or sill require a minimum 2-i/2"clearance to masonry edges,a 1-1/4" 12 �' m minimum embedment and a minimum X clearance to adjacent concrete screws.SubsftAon of equal concrete ° H SEE NOTE 1 screws from a different supplier may have different edge distance and center distance requirements. Concrete screw L m iocatlons at the comers may be adjusted to maintain the minimum edge distance to mortar jofits.if Concrete spew12 12 z zz 'MAXlocations noted as ON CENTER'must be adjusted to maintain the minimum edge distance to mortar nts, u addBional Concrete spews may be required to ensure the maximum on center dimension H not exceeded VAW-' 5/7/08 z 2 3/16'ITW concrete screws anchoring frame and/or s0 require a minimum 2.5/8"clewnryedges,a 1-1/4" HINGEDETA►L Hens,BY.-to masonry SCAM N.T.S. 9 HBY.- AL m' minimum embedment and a minimum 2-1/4"clearance to adjacent concrete spews unless otherwise noted by concrete screw manufacturer. aac ay.. WWH ; oaamro No.: ¢ FL-7730.2 0 " O S W07 9 OF 0 el BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM I DESCRIPTION MATERIAL q A I X BUCK SG r-0.55 WOOD 30 1 CLASSIC CRAFT RUSTIC DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS M 61 B 2X BUCK SG>=0.55 WOOD 31 DOOR SKIN 0.090"THK. CC RUSTIC Fy=6,000 PSI MIN. FIBERGLASS d ^ N C MAX.1/4"SHIM SPACE WOOD 32 TOP RAIL CLASSIC CRAFT RUSTIC) WOOD D 114'X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 33 LOCK 8,HINGE STILE(CLASSIC CRAFT RUSTIC) WOOD/LVL E MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE BOTTOM RAIL(CLASSIC CRAFT RUSTIC) COMP. e n 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 35 PANEL REINFORCEMENT 0.023"THK. CLASSIC CRAFT RUSTIC STEEL � G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 36 FOAM CORE POLYURETHANE $ c a H 1/4"X 3-1/f PFH ITW CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN 0.072'THK. SMOOTH STAR Fy=6,000 PSI MIN. FIBERGLASS oa L #10 X 2-1/2'PFH WOOD SCREW STEEL 42 TOP RAIL SMOOTH STAR COMP. IL 1 INSWING ADJUSTABLE THRESHOLD IS300AJ) ALUM./WOOD 43 LOCK STILE SMOOTH STAR WOOD/LVL ; 2 INSWING THRESHOLD(LS300HP5) ALUM./COMP. 44 HINGE STILE SMOOTH STAR WOOD 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD(ISP30M) ALUM./COMP. 45 BOTTOM RAIL(SMOOTH STAR) COMP. 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 46 PANEL REINFORCEMENT 0.023"THK. SMOOTH STAR STEEL 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 47 FOAM CORE POLYURETHANE 6 INSWING THRESHOLD ALUM./COMP. 50 1 CLASSIC CRAFT DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN 0.090"THK. CLASSIC CRAFT =6,000 PSI MIN. FIBERGLASS 8 JAMB PINE SG>=0.55 WOOD 52 TOP RAIL CLASSIC CRAFT COMP. 9 JAMB(OAK)SG>=0.55 WOOD 53 LOCK STILE CLASSIC CRAFT) WOOD/LVL 10 WEATHERSTRIP FOAM 54 HINGE STILE CLASSIC CRAFT WOOD/LVL I I HINGE STEEL 55 BOTTOM RAIL CLASSIC CRAFT COMP. 12 #10 X 3/4"PFH SCREW STEEL 56 PANEL REINFORCEMENT 0.023"THK.(CLASSIC CRAFT) STEEL 13 #9 X 3"PFH WOOD SCREW STEEL 57 FOAM CORE POLYURETHANE o m 14 LATCH STRIKE PLATE STEEL 60 FIBER CLASSIC DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS 15 SECURITY STRIKE PLATE STEEL 61 DOOR SKIN 0.137'THK.(FIBER CLASSIC)Fy=6,000 PSI MIN. FIBERGLASS & 16 #8 X 2-1/2"PFH SCREW STEEL 62 TOP RAIL(FIBER CLASSIC) COMP. 17 #8 X 3/4"PFH SCREW STEEL 63 LOCK STILE(FIBER CLASSIC) WOOD/LVL 18 KWIKSET 200 SERIES PASSAGE LOCK STEEL 64 HINGE STILE(FIBER CLASSIC) WOOD �a 19 KWIKSET 600 SERIES DEADBOLT STEEL 65 BOTTOM RAIL FIBER CLASSIC COMP. § 66 PANEL REINFORCEMENT 0.023"THK.(FIBER CLASSIC) STEEL 5.72' 5,85" 67 FOAM CORE POLYURETHANE z 5.87' _ 4.57" to J 1THH 2 LD ndbsIn adjustable ;�,`',,t`neY:Y-n''�',i t;��. �A��:-,w,",,.."-.�r".e�•.�y7�,:.i�,' m� 3 THBES LD 4 c 3 Iruwing seif-adjust Ouhwing coastal m 5.87z 4.56" —� z $ 517108 sme N.T.S. Dm BY. AL m oft By. INWH MAW=MD.: m Outs%*gstandctd Irmvgp 9 8 Jamb F1-7730.2 a mmc.drat(ng +1.50.0 psF — 10 10 — — - n CETVYED Cos R `W R `W Building Consultants, -------- B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation Report Report No.: FL-7731.1 RI Date: May 20,2008 Product Category: Exterior Doors Product sub-category: Swinging Exterior Door Assemblies Product Name: Classic Craft&Classic Craft Rustic Fiberglass Door Inswing/Outswing "Impact" Manufacturer: Therma Tru Corporation 118 Industrial Dr. Edgerton,OH 43517 Phone 419.298.1740 Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Wendell W. Haney,P.E.(System ID# 1993)for Therma Tru Corporation based on Rule Chapter No.9B- 72.070,Method Id of the State of Florida Product Approval,Department of Community Affairs- Florida Building Commission. RW Building Consultants and Wendell W.Haney,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition) See Drawing No.FL-7731.1 prepared by R W Building Consultants,Inc.and signed and sealed by Wendell W.Haney,P.E.(FL#54158)for specific use parameters. Wendell W ey, E. FL No. 5 May 20,2008 PF1068 Sheet I of t Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-7731.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using threshold item #4 meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using threshold item #5 do not meet the water infiltration requirements for the "HVHZ" and shall be installed only in non- habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees." 9. See drawing FL-7731.1 for size and design pressure limitati;FLNo. W. e ,P.E. 54 58 May 20,2008 PF1068 . Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No.FL-7731.1 prepared by R W Building Consultants,Inc.(Florida Board of Professional Engineers Certificate of Authorization No.9813),signed and sealed by Wendell W.Haney,P.E. B Tests 1. Materials(Fiberglass door skins by Therma Tru)approval number NOA 06-0406.11 issued by Miami-Dade BCCO. 2. Materials(Polyurethane foam core)testing per ASTM E84-00a(ASTM E84-00 is equivalent to ASTM E84-04 referenced in the 2007 FBC as evidenced by the comparison evaluation report EQ-E84-00-04 signed and sealed by Wendell W.Haney,P.E.)as performed by Omega Point Laboratories and reported in test report 15427-107362,signed by William E.Fitch,P.E. 3. Materials(Polyurethane foam core)testing per ASTM D1929-96(2000)el as performed by Architectural Testing,Inc.and reported in test report ATI 67508.01-106-18,signed by Joseph A.Reed,P.E. 4. Testing per TAS 201-94,202-94&TAS 203-94 as performed by Testing Evaluation Laboratories,Inc.and reported in test report TEL 06-1031-4,signed by Wendell W.Haney, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report TEL 06-1031- 4. Additional product anchor analysis for loading conditions prepared,signed and sealed by Wendell W.Haney,P.E. 2. Buck anchor analysis for loading conditions prepared,signed and sealed by Wendell W. Haney,P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Wendell W. FL No.54 5 May 20,2008 PF1068 Sheet 3 of 3 t R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No.9813 Report No. EQ-E84-00-04 Date: May 20,2008 Evaluation of Equivalence of ASTM E84-00 to ASTM E84-04 ASTME84-00 ASTME84-04 Cond#ioninx Condhi'onhw. Condition specimens to a constant weight at the Condition specimens to a constant weight at the temperature and humidity stated below: temperature and humidity stated below: 73.4+5°F 73.4+5°F 50+554RH 50+5%RH Test TestXaechnen: 20-1/4"+3/4"x 24'+1/2",butted against vent end of 20"to 24"wide x 24'+1/2"long,butted against vent end chamber of chamber. Continuous length or joined end-to-end. Continuous length or joined end-to-end. Truly representative of the materials for which results are Truly representative of the materials for which results are desired. hued. Upstream end of chamber shall have a 14"±I/8"length of Upstream end of chamber shall have a 14"+1/8"length of 16 gauge steel sheet placed on the specimen mounting 16 gauge steel sheet placed on the specimen mounting ledge in front of and under the leading edge of the ledge in front of and under the leading edge of the specimen. specimen. Test Atmosphere: Test Atmosphere: 73.4+5°F 73.4+5°F 50+5%RH 50+50/oRH Procedure: Procedure: 1. Establish draft reading of 0.055 to 0.100 in.of 1. Establish draft reading of 0.055 to 0.100 in.of water column water column 2. Arithmetic average air velocity within the furnace, 2. Arithmetic average air velocity within the furnace, at 73.4+5°F,shall be 240+5 FPM- at 73.4+5°F,shall be 240+5 FPM. 3. Place the specimen in the chamber and place the 3. Place the specimen in the chamber and place the removable top in position over the specimen. removable top in position over the specimen. 4. With draft operating,keep the specimen in place 4. With draft operating,keep the specimen in place for 120+15 seconds prior to applying test flame. for 120+15 seconds prior to applying test flame. 5. Ignite gas(natural or methane)burner adjusted to 5. Ignite gas(natural or methane)burner adjusted to 5,000 Btu/Min. 5,000 B%Win. 6. Record flame front travel distance versus time at 6. Record flame front travel distance versus time at 30 second intervals or each 2'of flame front 30 second intervals or each 2'of flame front travel. travel. 7. Record smoke density photocell at 15 second 7. Record smoke density photocell at 15 second intervals intervals R.\LIBRARIES\Codes&Standards\TEST STANDARDS\EQUIVALENCY OF STANDARDS REPORTS\EQ-E"-04.doc Page I of 2 ASTME84-00 Continued ASTME84-04 Continued Procedure continued Procedure continued: 8. Plot flame spread distance,temperature and 8. Plot flame spread distance,temperature and change in smoke density photocell readings change in smoke density photocell readings separately. separately. 9. Flame spread distance=observed distance minus 9. Flame spread distance=observed distance minus 4.5 feet. 4.5 feet. Flame spread index(FSD calculation: Flame spread index(M) calculation: 1. Determine the total area(AT)under the flame 1. Determine the total area(AT)under the flame spread distance-time graph. spread distance-time graph. 2. When AT<=97.5 ft-min.,FSI=0.515 AT. 2. When AT <=97.5 ft-min.,FSI=0.515 AT. 3. When AT>97.5 ft-min,FSI=4900/(195-AT). 3. When AT>97.5 ft-min,FSI=4900/(195-AT). Smoke developed index calculation: Smoke developed Lidex calculation: 1. Determine the total area(AT)under the smoke 1. Determine the total area(AT)under the smoke density-time graph for the specimen. density-time graph for the specimen. 2. Determine the total area(ARa.ok)under the 2. Determine the total area(AR..�under the smoke density-time graph for the Red-Oak. smoke density-time graph for the Red-Oak. 3. Smoke developed index= (AT/ARS)times 3. Smoke developed index= (AT/AR�a-oak)times 100,then rounded to nearest multiple of 5. 100,then rounded to nearest multiple of 5. Accordingly,other than minor revisions and clarifications of the specimen size,ASTM E84-00 is equivalent to ASTM E84-04 referenced in the 2007 FBC and therefore meets the intent of the code. We W. ,P. . FL P.E.#54158 RALIBRARIES\Codes&Standards\TEST STANDARDS\EQUIVALENCY OF STANDARDS REPORTS\EQ-E84-00-04.d- Page 2 of 2 IHERMAITRtJ 43.75°MAX. n a THERSMnAAL oRTRU ToDOORS P2W�N OH 43517 g w ANEL WDTH TEL (419)298-174L $ "CLASSIC CRAFT RUSTIC" iii g S SINGLE"IMPACT"DOOR a INSWING/OUTSWING @� GENERAL NOTES 1. This product has been evaluated and is In compliance with the 2007 Rodda Building Code(FBC) $ structural requirements including the Xgh Velocity Hurricane Zone'(HVq. $$ Z Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base O material small be beyond wall dressing or stucco, x x > a 6 3. When used in the'iV ftlis product compiles with section 1626 of the Roddo Building Code and Ed � O does not require an Impact resistant covering. 4. When used in areas outside of the°HVHP'requlring wind boma debits protection this product compiles with Section 1609.12 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level'V and includes Wind Zone 4 as defined in ASTM E1996. O 5. For 2x stud framing consfructlon,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. , 7. Outswing configurations using threshold item#4 meet water infiltration requirements fo"HVHT'. i2 x 8. Inswing configurations and outsMng configurations using threshold Item#5 do not meet the water Infiltration requirements for the NVHr and shall be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or-overhang to sill is less than 45 degrees." W z O Q 4 g TA"o>:coNTr:nns z v 1 TyAtd elevations,dedgn pressures&general notes 5 14 08 i 2 Door panel detaAs(Classic Craft rustic waz N.T.S. 9 3 Horhontal cross sections INSWING 43.75"x 98.00" +65.0 -65.0 4 Vertical cross sections M.BY. AL m' 5 Buck and franeanchoring-2Xbuck masonry constructionOUTSWING 4375"x9650' +650 -650 cm Em WWH . . . a 6 BN of Materials&Components . ORO=M. FL-7731.1 0 a dsxrEr 1 OF 31 35 36 EXTERIOR 36 31 n 35 z[[m] S 33 � m�lz •IZ 32Z s INTERIOR � A 2 1�HORIZOMAL CROSS SECflON 36 � Ix 35 rr ° 1.43"11. 2 v a 00 13 CORNE4RsEXTERIOR INTERIOR �m o OF PANEL Q9 ¢ o o� � 8 TfOM L D � DETAILA-A o 3o EL � 31 Class c waft rustic 36 000°000 32 rn 0000000 35 z 00000000 2 000000000 00000000 2 000000000 33 4 00000000 33 000000000 00000000 000000000 —T 5 00 00000 0 34 i 0 000000 _ m 3 00000000 000000 _� 35 00000 0 000000 M�G� o 00000000 '"r�11 000000000 m 00000000 28.86k OPEN �2 _VERTICAL CROSS SECTION o 0 000000000 AREA MAX. z m 00000000 K6HINGE LE 10PRA11 2 Dom: 5 14 08 z 000000000 c 00000000 34 s 000000000 r a N.T.S. DWS.W. AL m DETAMA-A ad.en WWH ; Panel reinf=immenf 7FL-9 ND.: z 7731.1 0 t 4 @� R d ��rymmz° z JVD - O��5 ags IN a [.� 6 U 1 2 Vl m Ny irm �& D 8 2 5 3 4 D 4 4 4 4 B & LU C51NK C'SINK fTyPd (fYP.) :EQ ' �� >. o@ C a >— 0 d ° o 10 10 INTERIOR INTERIOR o yCLCL �J ZZC Q ° Z2� F 3 . 0 t Z U 12 12 30 EXTERIOR EXTERIOR 3p t4 ° i uu1F 5/14/08 1-114"MIN. L C 11 C 16 Sau.e N.T.S. EMB.(TYP.) E DM6f. ALHORIZOm' 1-1/4"MIN. cm 9f: WWH 3 �11 HORIZOMAL CROSS SECflON 2 O=inpgMAL CROSS SECTION EMB.(TTP.) momma z- rc 3 Oufswing shown-insw ng 3 Ouhwing shown-insw ng m also approved also approved FL-7731.1 0 sir 3 _ g ® s m 910 4 1 s}uewalnbaj sluawe>fnbel ❑ U09046U11040M Z4AH„101 U04045U1 JG40m°ZHAK 10j ❑ L'l£LL—ld a •se4ou JGUG6 oes O+DWAr an � 1 F Hl "R'M NOL 03S SSOV NOMA S NO(l03S SSON0 WDUNA £ y c 'STN .7rm - ae°' ° ad° = 90/0 L Sew a' a v ° a a. d S z m E m � Z � OL q s4uewGAnbeJ Z 0£ U0.404 ul le;OM dHAH.1O{ I�aays'salou I❑iaua8 aes L 8 X U040J 169u03 Buumsul q x NOL 03S SS0801d0LL83A q 9 w 801831X3 NOIN31NI d" a °' a O£ a. a ° a C d NOININI NOIN31X3 to quawannbel £ c .0.404 U!104DM2HAK,1O} paAojddoogo 14 uo o15r 8ouo�BusB aes 6uynsul-—04S BuIMs{n0 q A N01103S SSOa01d0LLN�no a NOu03S SSO801d01183A L a OE 801831X3 NOINaiNI ° Z q . 801N31NI 801831X3ot £ c� OL 0£ 1 °aV 9 j 106 9 99 fig $ m 801831X3 NOIN31NI v' d S u ° NAD Paul 3003 ASNOS`dw 3C�B AaNOSV W— WOSJ'NIW„t WOWNIW„1 6&&JAMBS TYP.SEE85mNOTE 1MAS (2)#10X3" PRING UNE PFH WS AT OPENING EACHEND OF STRUT. 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MASONR OPENING FRAME-/ ZG 2X BUCK-,,,F ,zo 1— V Fn 2X BUCK & z � � al 7 of BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB Masonry 2X buck construction N O Ln rn � 11 15 NOTES: L � m 12 16 '82 z 1. 114"Elco Concrete screws anchoring 2x ac buck require o minimum 1"clearance to masonry edges,o 12 3 1-1/4"minimum embedment and a minimum C clearance to adjacent concrete screws.Substitution „ Of equal concrete screws from a different supplier may have different edge distance and center � z o 0 distance requirements.Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints.if Concrete screw locati "MAXorts noted as ON CENTER" L 14 a 5/74/08 i must be adjusted to maintain the minimum edge distance to morforjoints,additional Concrete 12 12 srAs N.T.S. ° screws may be required to ensure the maximum on center dimension is not exceeded. owc er: AL m' HINGE DETAIL LATCH&DEADSOLTDETAIL W'W` WWH " owswut+rm.: Fi-7731.1 °mo sxsar 6 or 6 " m 5.72' L�5.85" BILL OF MATERIALS e ITEM DESCRIPTION MATERIAL B 2X BUCK SG>=0.55 WOOD c S C MAX.1/4"SHIM SPACE WOOD d D 114!'X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 1 THMMOLD s REtHOLD E vn MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE nsng adlusfable 1ns�n9 adjustable 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 L #10 X 2-1/z'PFH WOOD SCREW STEEL I INSWINGADJUSTABLE THRESHOLD IS300AJ) ALUM./WOOD 457" 2 INSWING THRESHOLD(IS300HP5) ALUM./COMP. 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD(ISP30M) ALUM./ OMP. 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 5 OUTSWING STANDARD THRESHOLD ALUMJWOOD 6 INSWING THRESHOLD ALUM./COMP, � a 7 DOOR BOTTOM SWEEP VINYL f— Mo 8 JAMB PINE SG>=0.42 WOOD TH H 1D 9 JAMB OAK SG>=0.42 WOOD 9 inswingself-adjust 4 OutswngcocstW o 10 WEATHERSTRIP FOAM 11 HINGE STEEL D 12 #10 X 3/4"PFH SCREW STEEL 13 #9 X 3"PFH WOOD SCREW STEEL 5.83" v^ 14 LATCH STRIKE PLATE STEL 15 SECURITY STRIKE PLATE STEEL �� '• 16 #8 X 2-1/z'PFH SCREW STEEL _ 18 KWIKSET 200 SERIES PASSAGE LOCK STEELp, 1;%'•r}Ux 19 KWIKSET 600 SERIES DEADBOLT STEEL L 30 CLASSIC CRAFT RUSTIC DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILSg � �� 0L�SH D o 2 sta- 31 DOOR SKIN 0.090"THK. CC RUSTIC =6,000 PSI MIN. FIBERGLASS psf 32 TOP RAIL(CLASSIC CRAFT RUSTIC WOOD =p9 +/510 { 33 LOCK&HINGE STILE(CLASSIC CRAFT RUSTIC) WOOD/LVL 34 BOTTOM RAIL(CLASSIC CRAFT RUSTIC) COMP. 35 PANEL REINFORCEMENT 0.023"THK.(CLASSIC CRAFT RUSTIC) STEEL _zz 36 FOAM CORE POLYURETHANE 4.56" Q J � 7 oz n° Dae: 5/14/08 i 9 8SM%LF- N.T.S. 9 JamAb d SIDE Ms.sm AL m' 5 cm en WWH = FL-7731.1 0 3 SHmr 6 0f,- ro e FORM 60OA-2004R EnergyGauge®4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: BUTLER RESIDENCE Builder: Address: 123 N.E 97TH STREET Permitting Office: City, State: MIAMI SHORES,FL 00000-0O0 Permit Number: Owner: Jurisdiction Number: 232800 Climate Zone: South 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single fano - a. Central Unit Split Cap:30.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER:13.00 4. Number of Bedrooms 3 _ b.Central Unit Cap:42.0 kBtu/hr 5. Is this a worst case? No _ SEER:13.00 _ 6. Conditioned floor area(ft2) 2751 ft2 _ c. N/A _ 7. Glass type I and area:(Label regd.by 13-104.4.5 if not default) _ a. U-fader: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Sn*Default)376.0 112 _ a. Elea rk Strip Cap:27.3 kBhvbr b.SHGC: COP:1.00 _ (or Clear or Tint DEFAULT) 7b. (SHGC=0.75)376.0 ft2 _ b.Electric Strip Cap:34.1 kBtu/br _ 8. Floor types COP:1.00 _ a. Slab-On-Grade Edge hnsulation R=0.0,305.0(p)ft _ c. N/A _ b.N/A c. N/A _ 14. Hot water systems 9. Wall types a. Instantanncom(Propane) Cap: None _ a. Concrete,Int Insul,Exterior R=4.2,2751.0112 _ EF:0.88 b.N/A _ b.Instantaneous(Propane) Cap: None _ c. N/A _ EF:0.88 _ d.N/A _ c. Conservation credits _ e. N/A _ (HR Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,2751.0 W 15. HVAC credits PT,CV, _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan; 11. Duds _ PT-Programmable Thermostat, a. Sup:Unc. Rd:Unc. AH:Interior Sup.R=8.0,10.0 ft MZ-C-Multizone cooling, b. Sup:Unc. Rd:Unc. AH:Interior Sup.R=8.0,10.0 R _ MZ-H-Multizone heating) Total as-built points: 28256 �+ G ss(Floor A : 0.14 Total base points: 33205 PASS I h eby th .plans cati covered by Review of the plans and s c alculgw a in co the Fl Energy specifications covered by this o4 sT'�6o Code. calculation indicates compliance PREPARE with the Florida Energy Code. d 3 AT ® f� fi� _•• •• BVf ~ is completed O a �o • • thiybujildjn II be inspected for ' I hereby certify that this building,as designed,is in • •; ; ISM, w>�t Set�ion 553.908 compliance with the Florida Energy Code. •• ••• 'coo wgT4 OWNERIAGENT: U I FFICIAL: DATE: • 1 Predominant glass type.For actual glass type and wam,see 3urAmw--&WW_1W#•Glass 284. 9YCau 60, ••• • • '; • • tidy, '• • • ••• • • • ••• • • FORM 600A 2004R EnergyGauge®4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 123 N.E 97TH STREET, MIAMI SHORES, FL,00000-0000 PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type(SC Omt Len Hgt Area X SPM X SOF=Points .18 2761.0 30.53 18118.0 1.Single.SHGC=0.75 N 2.0 4.0 120.0 36.46 0.84 3662.0 2.Single,SHGC=0.75 E 2.0 4.0 68.0 78.71 0.74 3961.0 3.Singie,SHGC=0.75 S 2.0 4.0 84.0 66.93 0.67 3783.0 4.Single,SHGC=0.75 W 2.0 4.0 104.0 70.53 0.75 5497.0 As-Built Total: 376.0 16903.0 WALL TYPES Area X BSPM = Points Type R Value Area X SPM = Points Adjacent 0.0 0.00 OA 1.Concrete,Int Irk,Exterior 4.2 2751.0 2.28 6272.3 Exterior 2751.0 2.70 7427.7 Base Total: 2751.0 7427.7 As-Built Total: 2751.0 8272.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Ecterior Insulated 42.0 6.40 288.8 Ederiw 42.0 6.40 268.8 Base Total: 42.0 268.8 As-Built Total: 42.0 288.8 CEILING TYPES Area X BSPM = Points Type R Value Area X SPM X SCM= Points Under Attic 2751.0 2.80 7702.8 1.Under Atter 30.0 2751.0 2.77 X 1.00 7620.3 Base Total: 2751.0 7702.8 As-Built Total: 2751.0 7620.3 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 3W.0(p) -20.0 -6100.0 1.Slab40"-Grade Edge insulation 0.0 305.0(p -20.00 -6100.0 Raised 0.0 0.00 0.0 Base Total: 4100.0 As-Built Total: 305.0 6100.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 2751.0 18.79 51691.3 2751.0 18.79 51691.3 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • EnergyGauge®DCA Form 6004-2004R EneigyGaugsVFiaRES2004 FLRCSB v4.5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FORM 600A 2004R EnergyGauge®4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:123 N.E 87TH STREET,MIAMI SHORES,FL,00000-0000 PERMIT#: BASE AS-BUILT Summer Base Points: 76108.6 Summer As-Built Points: 76655.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Pants) (DAA x DSM x AH to (sys 1:Central Unit 30000btuh,SEER/EFF(13.0)Ducts:Uno(S),Unc(R),Int(AH),FBA(INS) 76� 0.42 (1.06 x 1.165 x 0.90) 0.260 0.902 8314.0 (sys 2:Central Unit 42000btuh,SEER/EFF(13.0)Ducts:Unc(S),Unc(R),Int(AH),R8.0(INS) 765.56 0.58 (1.06 x 1.165 x 0.90) 0.260 0.902 116x9.5 76108.6 0.3250 24735.3 76655.6 1.00 1.109 0.260 0.902 19953.5 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . Go: . . . .• . . .. .• . • •. . . . •. . EnergyGaugeTm DCA Form 60OA-2004R &rw;gy&u;p /FLWS8 Q&FLRLW Ar ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• FORM 60OA-2004R EnergyGauge@ 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:123 N.E 87TH STREET, MIAMI SHORES, FL,00000-0000 PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type(SC Omt Len Hgt Area X WPM X WOF= Poin .18 2761.0 3.60 1783.0 1.Single,SHGC=0.75 N 2.0 4.0 120.0 6.03 0.98 709.0 2.Sbngle,SHGC=0.75 E 2.0 4.0 68.0 4.77 1.05 339.0 3.ShVie,SHGC=0.75 S 2.0 4.0 84.0 4.49 1.13 427.0 4.Single,SHGC=0.75 W 2.0 4.0 104.0 5.49 1.01 575.0 As-Built Total: 376.0 2060.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Concrete,ird insul,E)denor 42 2751.0 1.02 2806.0 E)derior 2751A 0.60 1650.6 Base Total: 2761.0 1660.6 As-Built Total: 2761.0 280&.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Eidarbor Insulated 42.0 1.80 75.6 Exterior 42.0 1.80 75.6 Base Total: 42.0 76.6 As-Built Total: 42.0 75.6 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM X WCM= Points Under Attic 2751.0 0.10 275.1 1.Under Attic 30.0 2751.0 0.10 X 1.00 275.1 Base Total: 2751.0 276.1 As-Built Total: 2761.0 276.1 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 305.0(p) -2.1 -840.5 1.Slab.- Grade Edge Insulation 0.0 305.ft -2.10 -840.5 Raised 0.0 0.00 0.0 Base Total: 4140.6 As-Built Total: 306.0 -640.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 2751.0 -0.06 -165.1 2751.0 -0.06 -165.1 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • EnergyGauge@ DCA Form 60DA-2004R EwgyGwge8l/&WS 2004 FLP:XW v40 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FORM 60OA-2004R EnergyGauge®4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 123 N.E 97TH STREET,MIAMI SHORES,FL,00000-0000 PERMIT#: BASE AS-BUILT Winter Base Points: 2978.7 Winter As-Built Points: 4401.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Electric Strip 27300 btuh,EFF(1.0)Ducts:Unc(S),Une(R),Int(AH),RS.O 44012 0.444 (1.076 x 1.1.37 x 0.91) 1.000 0.950 2068.6 (sys 2:Electric Strip 34130 btuh,EFF(1.0)Duds:Une(S),Unc(R),Int(AH),RS.O 4401.2 0.556 (1.076 x 1.137 x 0.91) 1.000 0.950 2586.2 2978.7 0.5540 1650.2 1 4401.2 1.00 1.113 1.000 0.950 4654.8 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . . . . . . . . . . . EnergyGaugeTm DCA Forth 600A-200411 teergWugeV0aW,1Vb4 FL IrAB W ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • FORM 60OA-2004R EnergyGauge@ 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 123 N.E 97TH STREET,MIAMI SHORES,FL,000004XI00 PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2273.00 6619.0 j None 0.88 3 0.25 1216.00 1.00 912.0 None 0.88 3 0.75 1216.00 1.00 2736.0 M43uOt Total: 3648.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 24735 1650 6819 33205 1 19953 4655 3648 28256 PASS_ _ O'e�MI ST'�7A 3 COD WE • •• • • • • ••• • •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • 900 • 0 FORM 60OA-2004R EnergyGauge@ 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS:123 N.E 87TH STREET,MIAMI SHORES,FL,0000040000 PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHEC Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 drrisq.ft.w area-.5 drrd A.door area. Exterior&Adjacent Walls 606.1.ABC.12.1 Caulk,gasket,weatherstrip or seal between:v&Wows/doors&frames,surrounding wrap; foundation&vall sole or sill plate;joints between exterior wall panels at comers;ud ft 01 penetrations;between vwA panes&top/bottom plates;between walls and floor. EXCEPTION:Frame vrals where a continuous infiltration barrier is installed that extends from and is sealed to,the foundation to the top plate. Floors 606.1.ABC.122 Penetrations/openings>1/8'sealed unless backed by truss or joint members. 0000, EXCEPTION:Frame floors where a continuous tinuous irdiltration barrier is Installed that is sealed to the perimet ter, and seams. Ceilings 606.1.ABC.1.2.3 Between valls&ceilings;penetrations of ceiling plane of top floor;around shaft,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame c eftgs wthere a continuous infiltration barrier is Installed that is sealed at the at penetrations and seams. Recessed Lighting Fodures 606.1.ABC.12A 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 dm from conditioned space,tested. Mufti-story Houses 606.1.ABC.12.5 I Air barrier on perknetw of floor cavity between floors. Additional Infiltration regts 60SA ABC.1.3 Exhaust fans vented to outdoors,darters;contustion space heaters comply with NFPA, ;flA have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES(must be nwt or exuded by all renes.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Cor"with efficiency requirements In Table 612.1.ABC.3.2.Switch or clearly marked circuit breaker elegy or cutoff must be provided.External or built-in heat trap uired. Swirnming Pools&Spas 612.1 Spas&heated pools must have covers(except soler heated).Non-commercial pool r must have a pump tuner.Gas spa&pool heaters must have a minimum thermal efficiency of 78°.x. Shower heads 612.1 Water flown must be restricted to no more than 2.5 gallons per rninute at 80 PSIG. Air Distribution Systems 610.1 AN ducts,fittings,mecsnical equipment and plenum chambers shall be mechanically 1-10 attached,sealed,insulated,and installed In accordance with the criteria of Seton 610. Ducts in unconditioned attics:R-6 nim.Insulation. HVAC Controls 1607.1 reaft accessible manual or automatic thermostat for each system. 11-11, Insulation 604.1,602.1 Coillngs-Wh R-18.Common waw-Frame R-11 or CBS R-3 both skis. Common ceiling&ft =R-11. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • EnergyGaugeTm DCA Form 600A 2004R WMWugeVlhWeVb4 Fl-f W 10 • • • • • • • • • • A. •• •t • • • •• •• ESTMIATED ENERGY PERFORMANCE SCORE* 89.2 The higher the score,the more efficient the home. , 123 KE 97TH STREET, MIAMI SHORES,FL,00000-0000 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi-family Single family _ a.Central Unit/Split Cap:30.0 kBtu/br _ 3. Number of units,if multi-family 1 _ SEER:13.00 _ 4. Number of Bedrooms 3 _ b.Central Unit Cap:42.0 kBtu/br _ 5. Is this a worst case? No _ SEER:13.00 _ 6. Conditioned floor area(ft2) 2751 ft2 _ a N/A _ 7. Glass type I and area:(Label read.by 13-104.4.5 if not default) _ a. U-factor. Description Area 13. Heating system (or Single or Double DEFAULT) 7a.(Sngle Default)376.0 ft2 _ a. Electric Strip Cap:27.3 kBtu/hr _ b.SHGC: COP:1.00 _ (or Clear or Tint DEFAULT) 7b. (SHGC=0.75)376.0 ft2 _ b.Electric Strip Cap:34.1 kBhVhr _ 8. Floor types COP:1.00 _ a. Slab- -Grade Edge Insulation R=0.0,305.0(p)ft _ a N/A _ b.N/A c. N/A _ 14. Hot water systems 9. Wall types a. Instantaneous(Propane) Cap:5.0 gallons _ a. Concrete,hrt Insu1,Exterior R=4.2,2751.0 ft2 _ EF:0.88 _ b.N/A _ b.Instantaneous(Propane) Cap:7.0 gallons _ c. N/A _ EF:0.88 _ d.N/A _ c. Conservation credits e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated had pump) a. Under Attic R=30.0,2751.0 ft2 _ 15. HVAC credits PT,CV, _ b.NIA _ (CF-Celing fan,CV-Cross venh7 wn, c. N/A _ HF Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AR Interior Sup.R=8.0,10.0 ft _ MZ-C-Multizone cooling, b.Sup:Unc. Ret:Una AH:Interior Sup.R=8.0,10.0 ft _ MZ-II Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building O1T�sTq Construction through the above energy saving features which will be installed(or exceeded) .y in this home before final inspection.Otherwise,a new EPL Display Card will be completed yam` °''' =r• �� based on installed Code compliant features. ' a Builder Signature: Date: a Address of New Home: City/ Zip: *NOTE.The home's estimated energy performanceore i s only availableumgh the FLARES computer program. This is not a Building Energy Rating.Ifyour scope is�0*r grew"ted(fir 16 • ft EPA/DoE EnergyStdY designation), your home may qualify for energy efficiency mortfte(Eff ircort�ves t obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-14W oi'A2 the ffnetgy Atg&*eb site at www.sec.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 Commainity,o4ffairs cd 85.0407--1824• • as 00 a1Predominant hP •For actual Tand aeas,s1^4- V.&.Gl.% anp#;es •• • ••••• • • ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• ••• ••• •••• ••• •• ••• • • ..... . .. . ....... .......... ...:::::::::.,.:. Residential Cooling and Heating Summer design:91.0°F Load Calculations Based on ASHRAE Summer Coincident W.B.:77.0°F Cooling&Heating Load Calculation Sommer Daily range.:11.0 IF Manual Second Edition. '.Data Source 2001 ASHRAE Hand Book ... .................. __. .... REYF-"AVILAN Consulting Engineers,lnc. 16252 N.W.79 Ave Miami Lakes, Job Name: BUTLER RESIDENCE R 33016.Tel:(305)828-5205 123 ME 97th STREET MIAMI SHORES,FL �`� J UL `_ LAO 1; Date: 02/29/08 Unit/Area served: AHU-2 B Y.-------------------- ITEM SOLAR SHADE T.AREA BTU/HR ITEM AT U T.AREA BTUJHR N.Glass 37 x x.,-, '= 3848 N.Wall 14 x 0.3 1495.2 NE.Glass 66 x x 0:..::...= 0 NE.Wall 20 x 0.3 x 0 .•s• 0.0 E.Glass x 37 x ::s = 1332 E.Wall 24 x 03 xk » ?!y• 820.8 • SE.Glass 82 x x.......0 = 0 SE.Wall 22 x • ` • 0.0 • S.Glass 56 x 3M S.Wall 17 x *1948.2� SW.Glass 82 x x 0 - 0 SW.Wall 22 x 0.50 0.0 • W.Glass 91 x x.--..*---..--..-..-'--.' «?«= 4732 W. Wall 24 x :: ;: •' 161.6...•• NW.Glass 66 x x...,,...0:.:....= 0 NW.Wall 22 x i:. :::;; - • 0.0 ••i•• Hor.Glassx x = 0 Knee wall y 0.0 •••• • T.Glass area = 260 Subtotal= 13720 T.Wall Area= 1430 : 8426 • i t+ ITEM &T U T.AREA BTU/HR ITEM BTU/Unit TOTEM+• ••, U/I ' • Partition 13 x 0.09 x <i ' = 0.0 People 230x ' `•:< •• • 0 Roof 48 x 0.05 x `a = 3396.0 Kitchen 1200 x` ? '' "? = 1200 Floor 13 x 0.09 x = 1655.6 Infii./Vent= l.lxQxDT = 96.22 x 16.5 = 1587.6 Ceiling x x = 0.0 Miscellaneous = Qi ...............:....... ...................... Subtotal= 5052 Subtotal = 3988 TOTAL SENS. = 31185 Btu/Hr GTH=TOT.SENS.x 1.3 = 40540 BfiAk(TOTAL SENSIBLE+LATENT)MAX ALLOWED PER UNIT 1.15%= 46621.55 BbAk TONS = 3.4 HEAT LOSS USE _ < .....Tons ITEM T.AREA AT U BTU/13R Cfin Walls 1430 x 27 x 0.3 = 11583.0 SgYtIT = 404.3 Roof ` x 27 x 0.05 = 1910.3 CFM/sq.ft = 1.0 Floor ?•.< j ' 'x 27 x 0.09 = 3438.5 .................. .................. Glass 260 x 27 x 1.1 = 7722.0 Vartalatim 1.1xDTxQ= 1.1 x 27 x 96.22 = 2857.7 Partition 0 x 27 x 0.09 = 0.0 TOTAL, 27511.4 Btu/hr KW 8.1 Kw Q=ARCHxVOL./60= 0.48 x 12028 J 60 = 96.22 .................. .................. Area A/C= < ' Sq.ft VolumeA/C= x 8.5 = 12028 Cu.ft Residential Cooling and Heathy Summer design:91.0'F Load Calculations Based on ASHRAE Summer Coincident W.B.:77.0°F Cooling&Heating Load Calculation Summer Daily ramie.:11.0°F Manual.Second Edition. Data Source 2001 ASHRAE Hand Book _...._. ... . ............ REYES-GA V/LAN Consulting Engineers,lnc. 16252 N.W.79 Ave Miami Lakes, Job Nano: BUTLER RESIDENCE Fi 33016.Tee(305)628-5265 123 ME 97th STREET MIANII SHORES,FL Date: 02/29/08 Unit/Area served AHU 2 ITEM SOLAR SHADE T.AREA BTU/HR ITEM AT U T.AREA BTU/HR N.Glass 37 x xt ''= 3848 N.Wall 14 x 0.3 x = 1495.2 NE.Glass 66 x x....:,..0,.:... = 0 NE.Wall 20 x 0.3 x ::•,0 - 0.0 E.Glass x 37 x> » ?> = 1332 E.Wall 24 x 0.3 i�• 820.8•••;• SE.Glass 82 x x 0 = 0 SE.Wall 22 x 8.�•• 0.00 =0 0.0 • S.Glass 56 x xNWN= 3808 S.Wall 17 x 1948.2"••• SW.Glass 82 x x 0 = 0 SW.Wall 22 x 0.0:6•••: W.Glass 91 x4732= 4732 W. Wall 24 x 0.3••x<>> !>'>_'.4161.6 NW.Glass 66 x x 0 = 0 NW.Wall 22 x 0.30001 0' _� 0.0 •x;..' Har.Glass x x = 0 Knee wall x 00;01: •• t • 0.0 ..•.•• T.Glass area = 260 Subtotal= 13720 T.Wall Area= 1430 ' uS �i�otal •; • 8426 •• . %t • • ITEM AT U T.AREA BTU/HR ITEM BTU/Unit TO?A[.' •• •.]JIUMIt • Partition 13 x 0.09 x >':= 0.0 People 230 x" •'_' 0 Roof 48 x 0.05 x $`== 33%.0 Kitchen 1200 x € = 1200 ,...,::,,.....;:.: Floor 13 x 0.09 x ? = 1655.6 Infil./Vent.= 1.IxQxDT = 96.22 x 16.5 = 1587.6 Ceiling x x = 0.0 Miscellaneous = Subtotal= 5052 Subtotal = 3988 TOTAL SENS. = 31185 Btu/Hr GTH=TOT.SENS.x 1.3 = 40540 Btu/Hr(TOTAL SENSIBLE.+LATENT)MAX.ALLOWED PER UNIT 1.15%= 46621.55 Btu/Hr TONS = 3.4 ........................... HEAT LOSS USE _ •.': <««»Tons ITEM T.AREA AT U BTU/HR Cfin Walls 1430 x 27 x 0.3 = 11583.0 Sq.FLJ T = 404.3 .................. Roof "•.x 27 x 0.05 = 1910.3 CFNI/sq.ft = 1.0 Floor >< <x 27 x 0.09 = 3438.5 .................. .................. .................. Glass 260 x 27 x 1.1 = 7722.0 Ventilation=l.lxnTxQ= 1.1 x 27 x 96.22 = 2857.7 Partition 0 x 27 x 0.09 = 0.0 TOTAL 27511.4 Btu/hr KW 8.1 Kw Q=ARCHxVOLJ60= 0.48 x 12028 / 60 = 96.22 .................. Area A/C= •"` ) `< Sq.ft VolumeA/C= ':<> + :<'x 8.5 = 12028 Cu.ft. .................. .................. .................. AW ... - - . ... .............. : --------------- ........... �L ;.... . _ jz s ... ...:.... . - - -.... .. Os t w, --v p 's .. o v fes.. .- .. _ t �.dY. .. . .°....:...:;. . ........ . ptP :... 4G4� t . :.. .... . .. .. . .. . P.E.#038398 Edward . LANDER S PI El (3451823-3938 CONSULTING ENG E „ nz) R..ff.or— .... . _. .. xt ........... _ :._ :_".. ............. 3 - _ - 2 3 F® : ,,� Z (`r � • ^... �t ..",.":... . •.• .; s ... , It i• y x S so 10,t) P.E.#038398 Edward A. LANDERS, Us (305)823-3438 - CONSULTING ENGINEERS ............... ..... ........... .. .... ............. Z ... ............. ........... ......... ... ....... .... ........ .......... ................ VIA -�o c P.E.#038398 Edward A. LAND "RS, R `+ (305)823-3938 CONSULTING ENGINEERS Z.-z--Tie f I 7F a ._ - fl - • t • :`. . ter_-. �(� .. ��•••� �� V • • No ob a T/ s�. CAI P.E. #038398 Edward A. SANDERS, P.E. (305)823-3938 CSG, CONSULTING ENGINEERS 15 -14 z ` f3 - 76dit 36 ` G 000000 - �.�. 0000•• •.: • 0000 � • • 000000 • 0: 0 r •` • 000000 :00 of 00 O'D C) ....• • • 0 • 00 so 0. .•00• 00004 • _ • 1' L a, e, r -2_CAM P.E. #038398 Edward A. LANDERS, REs (305)823-3938 C' j CONSULTING ENGINEERS -� . 5"J /vt r N rv4lZ) rt � �-� d ? r e , -- Arra . f,,�. �_'� ( : .thea ►�tv'.. . C.c -►-- L ',s •;— �p s 0000 • SOP 111000.00 000600 t �`•• 'TOT: , .000s0 • . 0600. 0000.. . .. 5 e 6 �► � `� �. „ 0000 SCA X �a e� ( } x� Ajo ,p L e ' vs Y �-1-g 2 z. to 67 CAJ P.E. #038398 Edward A. LAND RS, RE. (305)823-3938 CONSULTING ENGINEERS ?s Lo 0*0 0 00 C. •/ 1}'fnr00:00• .... • • • • • 000080 • • . •00000 •,000 0 —}�-�(� ,� �` • :;• _.: • •• • s � � 0000 • • k. o r o - U� Q, X7.6 4-57 0, 3 3 sveu OA vv Cf � P.E. #038398 Edward A. LAN ERS, PlEl (305)823-3938 IC' � . CONSULTING ENGINEERS >CIO te &r C516 .2 n iL a �. _.. �, _ �� , •9999• 3 3 • 9999.. +�\ 0 4o 01 . •YVI .. 9999.. 0 .. . �! • .00 0+ 9..004 .. .. ..... 9999:.. ;. 9909. 9999 • !... 9:999 .'9999 9'999.. 9:999 9999 ........ '......... ... .. • .� ... -. -:.;.-.. .....:.�.. .�999:9• .• 9999 .:. ..� - . • .4 0990 .. : :9999. . .. •..9999• •::: • • _ 9999 i r" z�.b h :►a C S I �. . 9999_._ A e '. I S7 K Z ac Z Z AVOW P.E. #038398 Edward A. LANDERS, PeE, (305)823-3938 CONSULTING ENGINEERS .. . o. kid: coo Pte. 46 4 014-R rias P.E. #038398 Edward A. _ LA ERS, P.E. (305)823-3938 CONSULTING ENGINEERS � t s- WR i c5r 0000 6= _770 _6 Qu� • :0000. too • . • .. 0000•. '. . • . 00.000 .0000. 0000 •. .. ,, 0000•• : •..• 0000. . . - �. . 0000. 00 00 ..0000 • K It ,00:00 �.:.. .. • 04 . C r. J/0&( F-7 C-2) P.E. #038398 Edward A. LANDERS, REs (305)823-3938 CONSULTING ENGINEERS F 13 TAA ddII r�. Allr �►�� Vie ' °� 1 UfaC ..r. . so • 0900 eggs •. • •.... goes •, • .. _ o 0 it r.. .. ...... .. • •.. r r. • r- so 0 ce) tk Edward A. P.E. #038398 LANDERS, RE, (345)823-3938 CONSULTING ENGINEERS TABLE3.2.14: Reinforced Well Properties for Load Combinations Not Including Wlnd or seismic X d . Concrete Masonry Will Prooerftea met RalnfbrdeMent Procertles 8 in Er 29,000,000 PSI j'' f 1,360 PSI ForEffective Depth d @ 3.8125 in Fy 80,000 psI (Table Arranged by Increasing MR) pm 1,600 psi (hut-of-Plane Resisting Moment and Shear for Sara Positioned in the Center of the Well f'm as 1,350 PSI Pm 1,600 pal , Bar Bar Bar Bar tD Bar Spacing A Bar Spading A, A+� Bar Spacing A, MA Bar Spacing A Nig Size ) n'�ft n-ib Ize n n'ft to-lb/ft Size n nz in-!b!ft IsIze in n' t tn4b/ft 8 8 1.19 20,072 4 24 0.10 8,311 8 8 1. 9 21,860 8 72 0.13 8,928 •7 8 0.90 19,008 8 72 0.13 8,310 7 8 0 0 20,647 4 24 0.10 8,348 6 8 OAS 17,730 8 Be 0.09 7,804 8 8 0.8 -19,201 7 72 0.10 8,'114 8 18 0.89 16,609 6 40 0.09 7,763 8 16- 0, 18,056 0 66 0.09 7,840 i 6 8 0.47 18,221 7 72 0.10 7,582 5 8 0.47 17,511 6 40 0.09 7,786 7 16 0,45 16,660 8 04 0.08 0,829 7 10 0,46 16,983 8 64 0.08 8,880 8 24 0.40 16,040 6 48 0.08 8,808 8 24 0.40 18,308 R 9B, 0.10. 8,8.96 0 16 0.33 14,499 4 32 0.08 6,308 6 18 0.33 15,860 5 i 48 10.08 1 6,834 - 4 8 0.30 14,301 8 96 0.10 6,232 4 8 0.30 15,381 �. 5s u.vo� -0;3 7 24 0.30 14,067 8 72 0.07 8,070. 7 24 0.30 15,196 6 72 0.07 6,097 8 32 0.30 13,987 7 98 0.06 8,687 8 32 0,30 16,118 7 96 0.08 8,086 8 40 0.24 13,160 6 50 0.07 6,578 8 40 0.24 14,181 5 Be 0.07 5,800 6 18 0.23 13,134 4 40 0.00 5,086 6 10• 0,23 14,127 8 120 0.08 6,357 7 32 0.23 12,972 8 120 0,08 4,985 7 32 0.23 13,983 4 40 0.08 8,104 6 24 0.22 12,896 6 84 0.06 4,881 6 24 0.22 13,871 6 64 0.06 4,900 8 48 0.20 12,486 6 98 0,08 4,852 8 48 0.20 . 13,392 7 120 0.08 4,868 7 40 0.18 12,103 7 120 0.08 4,549 7 40 0.18 12;982 6 98 0,06 4,873 0 32 0.17 11,788 5 72 0.06 4,339 6 32 0.17 12,592 6 72 0,05 4,366 6 24 0,10 11,508 4 48 0.06 4,264 8 24 0.18. 12,315 4 48 0.05 4,278 7 48 0,15 11,374 ' 4 66 0.04 3,86 A.• 46 • 6.10. 12,171 4 68 0,04 3,007 4 16 0,16 11,374 6 120 0,04 3,642 7 ••48% 0,14 12,171 8 120 0,04 3,888 8 40 0.13 10,890 5 96 0.04 3,26 If •j6:• Q1= 1'P,479 5 99 0.04 3,267 8 60 0.17 10,884 4 54 0.04 3,199 $ 40 0,13 10,888 4 64 0.04 3,209 7 56 0.13 9,749 4 72 0.03 2,843 7 66 0.13 10,432 4 72 0,03 2,852 6 32 0.12 9,698 6 120 0.03 2,803 ••8 •-84•• 0.16 :10,644 5 120 0,03 2,014 8 64 0.15 9,349 4 98 0.03 21132 • 32 1 'OAL,'AL, 4 96 0.03 2,139 6 48 0.11 9,106 4 120 0.02 1,166 . 00.11: .9'1A8 4 120 10.02 1,711 7 64 0.11 8,630 8 . .. .. . . . .. .. /00 it 3/23/2008 WIND02 v2-21 Detailed Wind Load Design (Method 2) per ASCE 7-02 Analysis by: LANDERS Company Name: EDWARD A.LANDERS, P.E. Description: BUTLER RESIDENCE, 123 NE 97TH STREET, MIAMI SHORES, FLORIDA User Input Data Calculated Parameters Structure TypeBce Factor 1 Basic Wind Speed M 146 mph Hurricane Prone Region(V>100 mph) Struc Category(1, ll, 111,or IV II Table 6-2 Values Exposure(B,C,or D) C Alpha= 9.500 Struc Nat Frequency(n1) Ti Hz zg= 900.000 Slope of Roof 3.0 :12 Slope of Roof(Theta) 14.0 Deg YID o Roo-fi.w.__ ._4i�peU Kd(Directonality Factor) 1 Eave Height(Eht) 9.00 ft Ridge Height(RHt) 14.00 ft Mean Roof Height(Ht) 11.50 ft idth Perp.To Wind Dir(B) 65.00 ft At= 0.105 .. Width Paral.To Wind Dir L 70.00 ft Bt= •1.00Q . ..• ••••;• Bm= t1.r50 • •• • Calculated Parameters Cc= a!2Q(i• •••••• � • s Type of Structure I= 500'QO ft ••••" Height/Least Horizontal Dim 0.18 Epsilon = Mid • • Flexible Structure — -- No Zmin= 15 ft ..:..' .. .. ...... Gust Factor Category 1: Rigid Structures-Simplified Method ...... • Gust1 For rigid structures(Nat Freq> 1 Hz)use 0.85 1 4.85 • . "'. •••• Gust Factor Category II: Rigid Structures-Complete Analysls . . ••0 •••• m Zmin 16.50 • • I= Cc*(33/z)^0.167 0.2245 • Lzm I*(zm/33)^Epsilon 435.28 ft Q (1/(1+0.63*((B+Ht)/Lzm)^0.63))"0.5 0.8212 Gust2 0.925%1 /1+1.7*3.4*Izm) 0.8316 Gust Factor Summary. G ISince this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.83 Fla 6-6 Internal Pressure Coefficients for Buildings, Gcol Condition Gc I Max+ Max- Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 70,18 Developed by Meca Enterprises,Inc.Copyright 2006 EDWARD A.LANDERS,P.E. Page No.1 of 4 )7, 3/2312008 WIND02 v2-21 Detailed Wind Load Design (Method 2) per ASCE 7-02 6.5.12.2.1 Design Wind Pressure-Buildings of All Heights Elev Kz Kzt qz Pressure Ib/ft^2 Windward Wail* Leeward Wall Total Shear Moment ft ib/ft^2 +GCpi -GCpi +GCpi -GCpi +/-Gcpi (Kip) (Kip-ft) 15 0.85 1.00 46.32 22.48 39.16 -27.01 -10.33 49.49 48.25 361.86 Note: 1)Positive forces act toward the face and Negative forces act away from the face. Figure 6-6 -External Pressure Coefficients,Co Loads on Main Wind-Force Resisting Systems(Me 2) eta B h rerr z .... ...... • r • ecce as goes*• I •• ' •roe . . • so ..... Variable Formula Value Units • • • a***:* 0 Kh 2.01•(15/zg)A(2/Alpha) 0.85 •' e' e• ••e Kht Topographic factor(Fig 6-4) 1.00 r•r'r r • Qh .00256*(V)"2rlrKhrKhtrKd 46.32 psf • r '.... • Khcc Comp&Clad:Table 6-3 Case 1 0.85 : •• • ' Qhcc .00256"V^2.1"Khcc*KhtrKd 46.32 sf • • Wall Pressure Coefficients,Cp Surface C Windward Wall See Figure 6.5.12.2.1 for Pressures 0.8 Roof Pressure Coefficients,Cp Roof Areas .ft.) - Reduction Factor 1.00 Calculations for Wind Normal to 66 ft Face Cp Pressure(psf) Additional Runs may be req'd for other wind directions +GCpi -GCpi Leeward Walls(Wind Dir Normal to 65 ft wall) -0.48 -27.01 -10.33 Leeward Walls(Wind Dir Normal to 70 ft wall) -0.50 -27.60 -10.92 Side Walls -0.70 -35.30 -18.63 Roof-Wind Normal to Ride heta>=10 -for Wind Normal to 65 ft face Windward-Min Cp -0.54 -29.14 -12.46 Windward-Max Cp -0.04 -9.72 6.95 Leeward Normal to Ridge -0.46 -26.06 -9.38 Overhang Top(Windward) -0.54 -20.80 -20.80 Overhang Top(Leeward) -0.46 -17.72 -17.72 Overhang Bottom(Applicable on Windward only) 0.80 30.82 30.82 Developed by Meca Enterprises,Inc.Copyright2006 EDWARD A.LANDERS, P.E. Page No.2 of 4 9- ti 3/23/2008 WIND02 v2-21 Detailed Wind Load Design Method 2per ASCE 7-02 Roof-Wind Parallel to Ride All Theta -for Wind Normal to 70 ft face Dist from Windward Edge:0 ft to 23 ft-Max Cp -0.18 -15.27 1.40 Dist from Windward Edge: 0 ft to 5.75 ft-Min Cp -0.90 -43.01 -26.33 Dist from Windward Edge: 5.75 ft to 11.5 ft-Min Cp -0.90 -43.01 -26.33 Dist from Windward Edge: 11.5 ft to 23 ft-Min Cp -0.50 -27.60 -10.92 Dist from Windward Edge:>23 ft -0.30 -19.89 -3.22 *Horizontal distance from windward edge Figure 6-10 - External Pressure Coefficients, GCpf Loads on Main Wind-Force Resisting Systems w/Ht<=60 ft 2-01*{15/zg)4�(2/Alpha) _T-. -- = 0.85 Kht= Topographic factor(Fig 6-2) = 1.00 Qh= 0.00256*(u)^2*lmpFac*Kh*Kht*Kd = 46.32 Theta= Angle of Roof = 14.0 Deg •••• 3 0 4 •••••• •••••• B • 3 ••; •••••• 4 3 �`` • 9 1 I $ ••' • of ••o••• •• • ••••• Transverse Direction Longitudinal DirecOW fee** ' Torsional Load Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpf -GCpf qh Min P Max P ps (p" (psf) 1 0.48 0.18 -0.18 46.32 13.80 30.48 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.44 0.18 -0.18 46.32 -28.53 -11.86 4 -0.37 0.18 -0.18 46.32 -25.66 -8.99 5 -0.45 0.18 -0.18 46.32 -29.18 -12.51 6 -0.45 0.18 -0.18 46.32 -29.18 -12.51 IE 0.72 0.18 -0.18 46.32 25.20 41.88 2E -1.07 0.18 -0.18 46.32 -57.90 -41.23 3E -0.63 0.18 -0.18 46.32 -37.34 -20.66 4E -0.56 0.18 -0.18 1 46.32 1 -34.09 1 -17.42 *p=qh*(GCpf-GCpi) Figure 6-11 -External Pressure Coefficients, GCCR Developed by Meta Enterprises,inc.Copyright 2006 EDWARD A. LANDERS, P.E. Page No.3 of 4 r 3/23/2008 WIND02 v2-21 Detailed Wind Load Design (Method 2) per ASCE 7-02 Loads on Components and Cladding for Buildings w/Ht<=60 ft i5 Ht 4 4 ' 2� 1 51 i5 a t a a a a Hipped Roof 7 <Theta.<=27 •••• see* 06 a= 4.6 =_> 4.60 ft Gee. • • 0000.• .• 000000 Double Click on an data entryline to receive a helpScreen • Component width span Area Zone GCp Ind PUN(ib/ft" 0 ;••": (ft) (ft) (ft"2) Max Min Max Mire. •0' ..... TRUSSES 2 10 33.33 1 0.40 -0.85 2 0-47.61. . 0000• RUSSES 2 10 33.33 2 0.40 -1.44 26.@80-'-74.9 �•: 0.00•• TRUSSES 2 10 33.33 3 0.40 -1.44 26,66• •-74.98 • •. WINDOW B 2.5 5.5 13.75 4 0.98 -1.08 5 53 •-58.1 •• """ C 2.87 7.33 21.00 4 0.94 -1.04 52*02 �-56.664 600 :•0.0: D 2.87 4 11.48 4 0.99 -1.09 54.?? •-58.8Q .'. 0 E 3.87 4.67 18.07 4 0.95 -1.05 52.56 -57.19 0 F 2.87 3.75 10.76 4 0.99 -1.09 54.40 -59.03 G 2.87 5.5 15.78 4 0.97 -1.07 53.04 -57.67 H 3 4.2 12.60 4 0.98 -1.08 53.84 -58.47 0.00 DOOR 2 3 7 0.02 4 1.00 -1.10 54.66 -59.29 DOOR 5 3 8 24.00 4 0.93 -1.03 51.55 -56.18 0.00 0.00 Note:"Enter Zone 1 through 5,or 1 H through 3H for overhangs. Developed by Meca Enterprises,Inc.Copyright 2006 EDWARD A.LANDERS, P.E. Page No.4 of 4 6G Miami Shores Bifflding De artment Product Approval Schedule/ Comparison Chart Address: Zg V(E- 0) 7 S Permit No. . 0 ro - 13 tot O ening DE *2 of Window ProdnctAcceptance ProductApprova! Op Design Rou h Ogeaing ShutterRcgnired Mullion Required Impact or oor or Mullion um er Design ressure Pressure Sze yes/No yes o es No (+)PSF (-)PSF +)PSF (-)PSF �QD 5 �csLv •0 t70 y.-7 x '7 L) J -"70 -O( ® -43 1-S7.Z �f� •fi�f�•• •.• •s ••• +-70 CJ S - Z rysa .cy� •• (L • • - ® Pol > 0 l� 00 0 in IF - Oa t 1 a i ` s m' •• •• • • • :000:••••6 • • ••• 1 �',1 • • ••• • • • • of �� c,0 9 MIAMFDr4DE r�._ ��, . 4. - •• • • •. RAMI-PIPECQUNTY,FLORIDA ' ' ' NITROMT.E];'L 40LER BUILDING BUILDING CObE COMPLIANCE OFFICE(BCCO) 14tiisy FLAGtrR S'I wu,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 •. . . (,305)3.71-a%y. FAX(305)372-6339 NOTICE OF ACCEPTANCE (NOA) �,naiMida�uildin code PGT Industries • • • • • • • • • .. . . . . . ... .. 1070 Technology Drive Nokomis,FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Division(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series C-740 Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT:Drawing No.7045-8,titled"Aluminum Casement Window,Impact",sheets I through 13 of 13,dated 12/17/02 with revision"D"dated 06/23/05,prepared by manufacturer,signed and sealed by Lucas A.Turner,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 Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#05-1129.11 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.0"117.11 M - '2R cou�vrir Expiration Date: May 22,2013 Approval Date: May 15,2008 Page 1 . ... . . ... % .. . . . % .. . . . . . . . . . . . . . ... . . . . ... PGT Industries NOTICE OF ACCEPTANCE: $NEE kBD uidEb,•, ... . ... . . . A. DRAWINGS 1. Manufacturer's die drawings and sections. .•• : : see ;•. ;•• .•• 2. Drawing No. 7045-8,titled"Aluminum Casemarit�s'%4naoZv,:*acY',sheets 1 through 13 of 13,dated 12/17/02 with revision"D"uelated 06723105,prepared by manufacturer, signed and sealed by Lucas A.Turner,P.E. B. 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 two outswing aluminum casement windows,prepared by Fenestration Testing Laboratory,Test Report No. FTL 4608 dated 05110105,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA#05-1129.11) 2. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of two outswing aluminum casement windows,prepared by Fenestration Testing Laboratory,Test Report No. FTL 4607 dated 05110105,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA#OS-1129.11) 3. 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 two outswing aluminum casement windows,prepared by Fenestration Testing Laboratory,Test Report No. FTL 3729 dated 2/28/03,signed and sealed by Joseph Chan,P.E. (Submitted under NOA#03-0611.02)" 4. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of two outswing aluminum casement windows,prepared by Fenestration Testing Laboratory,Test R No. FTL 3587 dated 10/8/02, signed and sealed by Jose h Chan,P.E. (Submitted under NOA#03-0611.02) Manuel Pe . Product Control rami r NOA No.0 .11 Expiration Date: May 22,2013 Approval Date: May 15,2008 E-1 . ... . . ... % .. . . . % .. . . . . . . . . . . . . ... . . . . Go* PGT Industries NOTICE OF ACCEPTANCE:EViDgvtr 9ftAfl 'FEb . ... . ... . . . 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Lvad�x&per•FBgTAS 202-94 3)Water Resistance Test,pet.'$Q,W ZQ2-94 • 4)Large Missile Impact Test M IMC,TASV(ZW4..' 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of one outswing aluminum casement window,prepared by Fenestration Testing Laboratory,Test Report No. FTL 3582 dated 10/3/02,signed and sealed by Joseph Chan,P.E. (Submitted under NOA#03-0611.02) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of three aluminum outswing casement windows,prepared by Fenestration Testing Laboratory,Test Report No. FTL 3580 dated 10/3/02,signed and sealed by Joseph Chan,P.E. (Submitted under NOA#03-0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis,prepared by manufacturer,dated 11/21/05,signed and sealed by Lucas A. Turner,P.E.Complies w/ASTM E 1300-98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.05-1208.02 issued to E.I. DuPont DeNemours&Co.,Inc. for their"DuPont Butacite PVB Interlayer"dated 01/05/06,expiring on 12/11/10. 2. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc.for their"Saflex IIIG Clear or colored Interlayer"dated 05/04/06,expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance,dated 12/19/02,signed and sealed by Robert L. Clark,P.E. 2. Statement letter of no financial interest,dated 12/19/02,signed and sealed by Robert L. Clark,P.E. G. OTHER 1. Notice of Acceptance No.05-1129.11,issued to PGT Industries for th ' 'es C-740 Aluminum Casement Window—L.M.I.,approved M3/06,exp' 5/22/08. Manuel PeV&A P.E. Product ContraV17.11 iner NO A No. Expiration Date: May 22,2013 Approval Date: May 15,2008 E-2 NOTES:LARGE MISSILE WINO S 1.GLAZING OPTIONS: CONFIGURATIONS OPTIONS NOA DRAWING TABLE OF CONTENTS A.5/16"LAMINATED GLASS COMPRISED OF(1)LITE OF 1/8" x o - g x ..................SHEET ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED x NOTES................... ..... 1 GLASS W/AN.090 INTERLAYER OF SOLUTIA OR DUPONT PVB. _ x x o x GLAZING DETAILS........................ 2 B.5/16"LAMINATED GLASS COMPRISED OF(2)LITES OF 1/8" UNEQUAL LITES ELEVATIONS................................. 3-4 HEAT STRENGTHENED GLASS W/AN.090 INTERLAYER OFa x o DESIGN PRESSURE TABLES....... 5-9 SOLUTIA OR DUPONT PVB. FEI SECTIONS......................................10 C.7/16"LAMINATED GLASS COMPRISED OF(1)LITE OF 3/16" UNEQUAL LITES CORNER CONSTRUCTION...........11 GLASANNEALED E GLASS AND(1)LITE OF 3/1 'HEAT AN 090 INTERLAYER OF SOLUTIA OR DUPONT PVB. o x o x EXTRUSION PROFILES................ 11-12 PARTS LIST....................................12 D.7/16"LAMINATED GLASS COMPRISED OF(2)LITES OF 3/16" UNEQUAL LITES ANCHORAGE.................................1,3,4,13 HEAT STRENGTHENED GLASS W/AN.090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E.13/16"I.G.GLASS COMPRISED OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS AND(1)5/16'LAMINATED COMPONENT WITH A 3/8"AIRSPACE. 5/16"LAMINATED GLASS COMPRISED OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH AN.090 SOLUTIA OR DUPONT PVB INTERLAYER. F.13/16"I.G.GLASS COMPRISED OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)7/16"LAMINATED COMPONENT WITH AN AIR SPACE. 7116"LAMINATED GLASS COMPRISED OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 SOLUTIA OR DUPONT PVB INTERLAYER. ®G.13/16"I.G.GLASS COMPRISED OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)7/16"LAMINATED COMPONENT WITH AN AIR SPACE. 7/16"LAMINATED GLASS COMPRISED OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH AN.090 SOLUTIA OR DUPONT PVB INTERLAYER. 2.CONFIGURATIONS:X,XX,XO,OX,XOX AND 0 3.DESIGN PRESSURE RATINGS/COMPARATIVE ANALYSIS TABLES: A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98. C.DESIGN PRESSURES UNDER 40 P.S.F.NOT APPLICABLE IN MIAMI-DADE COUNTY. erg D.FOR"X"CONFIGURATIONS SEE SHEET 5. �tZ6j t E.FOR"XX"CONFIGURATIONS SEE SHEET 6. F.FOR 444"XOX"&"0"CONFIGURATIONS SEE SHEET 7. . G.FOR N4"XOX"&"XO"OR"OX"CONFIGURATIONS SEE SHEET 8. • • H.FOR UNEQUAL LITE"XOX,"XO"&"OX"CONFIGURATIONS SEE SHEET 9. 0 ••'••• A4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3.4 AND j3 FOQ • ADDITIONAL ANCHORAGE INFORMATION. • • • HEAD&SILL: MAX.4"FROM CORNERS •••••• •••• •••••• • MAX.4"&7"ON EACH SIDE OF MEETING RAILS .0... • • • • MAX.141/2"SPACING ON VENTS 0000 Ppoov'T�+ • •'*''r'-R 15e F3sr3dg MAX.13"SPACING ON FIXED LITES 000000••0•• �_n,a,-,`j�;,,:; • (2)ANCHORS 3"APART AT MID-SPAN ON FIXED LITE ONLY •••••• • e•c.:::: JAMBS: MAX.4"FROM CORNERS • � MAX.13"SPACING 00 00 sq (2)ANCHORS.3"APART AT MID-SPAN 000000 m • SEE SHEET 13 FOR APPROVED ANCHORS. 114"TAPCONS OR 1/4"SS4 CRETE-FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS •••• •••••• TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURFbLIMIT/1TIONS ••••• :0000:• WHEN ANCHORING WITH#12 SCREWS. • • • •••••• 5. UTTER REQUIREMENT:NONE REQUIRED ••• • •• • •• •• • • C' 6.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. A7.REFERENCE TEST REPORTS:FTL-3580,FTL-3582,FTL-3587,FTL-3729,FTL4607 AND FTL-4608. of. wre. Pe,"grm . F.K. 31259)3 B ADD 73/10'I.G.&MOVE GLAZING DETAILS TO SHEET2 a—ar, 1070 TEG:YOLOGYDRNE NOTES AND TABLE OF CONTENTS F.K. 7/10103 C NO CHANGE THIS SHEET NMMS.,FL 34275 rn F.K. r 0/23/05 0 ADD 70'HT,GLASS TYPES FAND G.REVISEANCHORAGE. P.C.BOX 152& ALUMINUM CASEMENT WINDOW,IMPACT Lucca A.Tum ,P.E. a ffr' Wm: Gbm o o"m: NOKO:W:S.Fl 39274 Visibly Beaer ".. PE NMIF.K. 12117/02 __ CA-740 NTS 1 > 13 7045-8 D pq�wirof 1/8"ANNEALED OR .090 PVB INTERLAYER 86 13/16" HEAT STRENGTHENED 1/8"HEAT STRENGTHENED GLASS 5/16"LAMINATED COMPONENT GLASS 1/8"HEAT STRENGTHENED GLASS 43 46 3/8"AIR SPACE 30 31 .090 PVB INTERLAYER 1/8"HEAT STRENGTHENED GLASS 1/8"HEAT STRENGTHENED GLASS 40 .65"NOM. 43 46 GLASS BITE 85 .65"NOM. 44 GLASS BITE 44 5 NOTE:PVB INTERLAYER IS BY SOLUTIA OR DUPONT 5/16"LAMINATED GLAZING DETAIL 5 13/16"I.G.W/5/16"LAMI 32 33 .090 PVB INTERLAYERO O GLAZING DETAIL 3116"ANNEALED OR 87 88 13/16" yiw4 HEAT STRENGTHENED 3/16"HEAT 3/16"ANNEALED OR HEAT 7/16"LAMINATED COMPONENT GLASS r STRENGTHENED STRENGTHENED GLASS GLASS 118"ANNEALED GLASSAIRSPACE � •090 PVB INTERLAYER � 43 3/16"HEAT STRENGTHENED GLASS. 0000•• ` .65"NOM. 43 46 • • •41 0090:0 •GLASS BITE '••' ; ..• 65"NOM. 0000•• 0000 00.000 44 85 GLASS BITE•••i•• • •44 di • 0000 • h::'.1 . Rq 0000•• ••-; - • 00 • •00 *0 gy 46 •00.00 ttn ON 5 • • • • • • 0000 0000•• 7116"LAMINATED • • 0000 • • 5 000 • • ••00•• GLAZING DETAIL 0 0 0 .0 0 0 13/16"I.G.W/7/16"LAMI 0 •• Oa GLAZING DETAIL F.K �: ( %�/o< F.K 3/25/03 8 REDRAW GLAZING DETAILS&ADD 13/15.1.0. 1070TECIINOL00YORNE GLAZING DETAILS FX 7/10!03 C NO CHANGE THIS SHEET NOKOWS,FL 34275 T� ALUMINUM CASEMENT WINDOW,IMPACT F.K B/23Po5 D ADD 73/16•LAMI I.G.W/7/f5KAM1&CORRECT SH5'LAMf DETAIL P.O. 1523 Lurna A T" ,,P.E. �' T - �. NOKONIS,FL 34274 Visibly&fw `' 0 rxm� ro "e" PE 658201 F.K 03/25/03 CA-745 NT$ 2 - 13 1 7045-8 D Iyech"ica1 DENOTES HINGE 74"MAX.WIDTH ANCHOR LOCATION AT HEAD& 30"MAX. ANCHOR LOCATION SILL OF"X"PANELS, DAYLIGHT TYP. TYPICAL.SEE HINGE OPENING 1 112" LOCATIONDETAIL SHT.4 TYP. -— CENTERLINE SEE MID-SPAN i A— ANCHOR DETAIL 11/7, 7" 7" TYP.(2) / �\ 69"MAX. 3. DAYLIGHT 4"MAX. OPENING 4"MAX. 13"MAX.O.C. X X 76"MAX. MID-SPAN ANCHOR DETAIL + \ SEE MEETING HEIGHT (SEE SHT.1 NOTE 4) MEETING RAIL DETAIL \ RAIPETAIL (SEE SHT.1 NOTE 4) P.(2) 4"MAX. SEE MID-SPAN 4"MAX-J 14112" AXM .O.C.TYP. ANCHOR DETAIL TYP.(2) ELEVATION"B"-"XX" ANCHOR 134"MAX.WIDTH (SEE SHEET 7 FOR PRESSURES) r LOCATIONS 30"MAX. 53"MAX. 30"MAX. o •�� (SEE SHEET 1, DAYLIGHT DAYLIGHT DAYLIGHT NOTE:"X"PANEL MAY SWING 1?A sa NOTE 4) OPENING OPENING OPENING IN EITHER DIRECTION 0000•• SEE MID-SPAN • • • •••••• ANCHOR DETAIL / �' •• i *000 • TYP. 2) \ O • 0 • ( 0000•• 0000 0000•• 69"MAX. • DAYLIGHT •""• PR6AULT �•�� OPENING •000 •86 ooa3tRalre • 13"MAX.O.C. X x ,: •••••• � tr \ O 76"MAX. 00060• • • •• HEIGHT 00••• iYcCacaa •• 0000•• 6 • 4"MAX. 0 • 0 ••66 _ 00.*06 4"MAX. 13" 141/2"MAX.O.C.VENT HEAD&SIAL ONLY -.0. :0000: 37"MAX. 6• • •• • • • VENT TYP. 60"MAX.FIXED SEE MEETING RAIL DETAIL TYP.(4) 0 • �� ELEVATION"A"-°XOX"(SEE SHEETS 7-9 FOR PRESSURES) )) �" F.K. 3/25703 B CHANGESHEE7'NO.REFERENCES °im ^^" t57oTEr.HN .'DRIVE JC)C"&JCOX"EtEVATiONS F.K. 7/10/03 C ADD HINGE LOCATIONDETAMS NOXOMIS,FL 34275 rm ALUMINUM CASEMENT WINDOW,IMPACT FK B?3/05 D CHANGEMAX H7.TO MAX DLO TO 59' P.O.60X 1$4 _ L c s A.T—w,P.E. NOXOM7S,FL 34274 v di�Jj'bEjeBo— SY4QA 0 13 a^ . 7QQ5-$ D PE$5ffi01 F.K. 12/17/02 Merhenkei DENOTES HINGE 37"MAX.WIDTH 60"MAX.WIDTH LOCATION AT HEAD& 30"MAX. 53"MAX. SILL OF'X'PANELS, DAYLIGHT DAYLIGHT OPENING TYPICAL.SEE HINGE OPENING DETAIL SHT.4 SEE SEE / MID-SPAN MID-SPAN ANCHOR ANCHOR DETAIL DAYLIGHT DETAIL / SHT.3 69"MAX. SHT.3 / OPENING / T7p (2) DAYLIGHT TYP•(4) / OPENING 0 76"MAX. 76"MAX. 13" HEIGHT 13" HEIGHT MAX � MAX. O 1 25 O.C. � X O.C. 4"MAX. 4" 141/2" I 13'MAX.O.C. 4"MAX. MAX.O.C. 4"MAX.---►►►III L ELEVATION"D"-"X" ELEVATION"E'-"O" HINGE LOCATED APPROX. (SEE SHEET 5 FOR PRESSURES) (SEE SHEET 7 FOR PRESSURES) FLUSH AGAINST JAM, d Oen Fo TYPICAL HEAD&SILL "MAX 97"MAX.WIDTH NOTE:"X"PANEL MAY SWING �1 2q HINGE LOCATION DETAIL DAYLIGHT 53"MAX. IN EITHER DIRECTION OPENING DAYLIGHT OPENING ali^ SEE j SSSS• MID SPAN SEE MID-SPAN • ...... ANCHOR / ANCH(JkQE`P:L 0000 .3"P.•S2� • • • DETAIL SHT / / / Q • SSSS SSSS•• SHT.3 / 69"MAX • SSSS•• • • • . TYP.(2) DAYLIGHT PRODUCT R �r••••• II OPENING SSSS• : dy "y5f�p�p • O ® •••• •Rac x,sa 390 • 76"MAX. Soso*: • Irads/y¢1 Ca 13' 1 HEIGHT SEE Mf�roftry P • •• MAX. I TTYP( T910&0 3 O.C. J1 • SSSS SSSS•• 4" • • SSSS • • 1 I / 13"MAX.O.C. s••s i •• • 0Ssss0 14 1/2"MAX.O.C.VENT 4"MAX.--I • • HEAD&SILL ONLY 37"MAX.VEP T •- 60"MAX.FIXED •• • �/' ELEVATION"F"-"XO'&'OX"UNEQUAL LITE(SEE SHEETS 6-9 FOR PRESSURES) FK 325103 B CHANGE SHEET NO.REFERENCES ° I070TECfkYOLOGYDRNE "X",'O°ICO'&-OX-ELEVATIONS F.N. 7 BR3iD5 C ADD HINGE DETAILS HINGELOCA77ONNOTES NOKOMIS,FL 34275 X F.K.� ?/law D CHANGE MAX HT.TO WAND MAX.OLO TO 6r P.D.BOX I ALUMINUM CASEMENT WINDOW,IMPACT Lucas A.Tw ,P.E. '�` NOKOMIS,FL 34274 y �,B��,. s"tl0ta0Q"' aww F.K. 92197/02 F.K• CA-740 /YTS 4 a 13 7045-8 D MechanXal COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL-3582,FTL-3587,FTL-3729 GLAZING OPTIONS: A.5/16"LAMI(1/8"A,.090,1/8"HS) B.5/16"LAMI(1/8"HS,.O 0,1/8"HS) E.13/16"LAMI(1/8"HS,3/8"SPACE,5116"LAMI-W/118"HS,.090,1/8"HS) HEIGHT C "X" 26 31 36 38 3/8 43 48 -505/8 54 5 60 63 66 69 72 WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.01170.011-9o.-0 70.01-90.0170.0 -90.0 70.0 -90.0 70.0 -90.0170.01-90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.01-90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0170.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0170.01-90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.01-81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 26112 A -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.01-90.0 70.01-83.6170.0 -79.9 70.01-75.4 70.0 -72.4170.0 -69.9169.91-67.8 67.8 -66.2166.2 -65.0 65.0 -63.7 63.7 BE -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0.70.0 -90.0 70.01-90.0 70.0 -90.0170.0 -90.0 70.01-90.0 70.0 -90.0170.0 -90.0 70.0 -90.070.0 30 A -90.0 70.0 -90.0,70.0 -90.0 70.0 -87.4 70.01-77.6 70.0 768.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 Sr� 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.61-43.9 43.9 -42.2 42.2 COD B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-87.8 70.01-84.4 70.0 34 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.51-57.5157.6 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2145.2 -42.4 42.4 (y B,E -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0.-75.0 70.01-75.0 70.0 -75.0 70.01-75.0 70.0 -75.0170.0 -75.0 79.0 -75.0 70.0 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.01-60.4 60.4 -54.3 54.3 -51.1 51.11-47.9 47.h-75.0, 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70. 70.0 -75.0 70.0 -75.0 70.037 . . . 70.0 -73.7 70.0 67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46. 43.5 -41.1 41.1 -38.6 38.6B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75070.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70. 79.01-76.0 70.0 -75.0170.0 " Z TABLE 2. "X"WINDOWS TEST RE RTS: FTL-3580,FTL-3587 urns GLAZING OPTION: C.7/16"LAMI(3/16"A,.090,3/16"HS) • 0000•• ALL"X"SIZES UP TO 3T'WIDE x 63"HIGH AND ALL"X"SIZES UP TO 32"WIDE x 72"HIGH -90.0 70. •6 0 0000:0 • TABLE 2A. 6 6.6• 0000•• "X"WINDOWS TEST REPORTS: FTL-4607,FTL 0 a GLAZING OPTIONS: C.7/16"LAMI(3/16"A,.090,3/16"HS) F.13/16"LAMI(118"A,AIR SPACE,7/16"LAMI-W/3/16"A,.090,3/16"HS) 0 0 0 �0 Go**** 0 ALL'%"SIZES UP TO 37"WIDE x 76"HIGH -55.0 5.0 •• �°'c • Na •00 •0000• � . • W •• 0 000 Prdw • •�• •• Dido • NOTES: A • 0 000.00 0006•4 1.FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES,USE ELCO 1/4"TAPCONS OR 6 00 0ease - ••••0 0 114"SS4 CRETE-FLEX ANCHORS. •• 0 as • 6 0 2.IF INSTALLING WITH#12 SCREWS,DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 0 • • fI�� - F.K. 3/15403 B AODG7ASS7YPEETOTABLES f84 T PRESSURES- XCONFIG. WINDOWS � oar" pOB10'"' 7070 TECHNOLOGY DRIVE o F.K 7/10/03 C NO CHANGE THIS SHEET NOKOMIS.FL 3x175 *� ALUMINUM CASEMENT WINDOW,IMPACT FX EY13/0.5 D REVISEANCHOR38ADD 76'F1ElOHT OPTION P.O.BOX 1529 LucasA Tumer,P.E. a er °ate• G'B"1a4 �+% NOXOMIS,FL 34174 Vuebly Better eemvu"a ` snex PE 058201 F.K. 11/17/02 CA-74D NTS 5 d 13 � 7045-8 D Meu,airai COMPARATIVE ANALYSIS TABLE 3. "XX"WINDOWS TEST REPORTS: FTL-3582 GLAZING OPTION: A. 5/16"LAMI(1/8"A,.090,1/8"HS) X X HEIGHT - - "XX" 26 31 36 38318 43 48 50 518 54 57 60 63 WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0L70.0 .0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.00 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.61-56.2 56.21-53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 ±-46.446.4 -53.8 53.8 -50.4 .7 47.7 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.51-57.5 57.5 -54.9 54.9 -48.6 48.61-45.2 .4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 60.4 60.4 -54.3 54.3 -51.1 51.1 -44.8 44.8 -42.2 4224. 1.7 39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -43.5 4351-411 41.1 -38.6 38.6 . TABLE 4. "XX"WINDOWS TEST REPORTS: FTL-3582,FTL-3729 GLAZING OPTIONS: B.5/16"LAMI(1/8"HS,.090,1/8"HS) E.13/16"LAMI(1/8"HS,3/8"SPACE,5/16"LAMI-WI1/8"HS,.090,1/8"HS) ALL"XX"SIZES UP TO 74"WIDE x 63"HIGH -75.0 70.0 TABLE 5. "XX"WINDOWS TEST REPORT.,•FTI-3580 • •••• • GLAZING OPTION: C.7/16"LAMI(3116"A,.090,3/16"HS) • ••• • •••• •••••• ALL"XX"SIZES UP TO 74"WIDE x 63"HIGH -90.0 70.0 P&o�itc7' • TABLE 5A. "XX"WINDOWS •° 4MAto • TEST REPORTS: FTL-3580,FTL-4607,FTl-4608 •Yui4aYaF�Q GLAZING OPTIONS: C.7/16"LAMI(3/16"A,.090,3/16"HS) FA 3116"LAMI(1/8"A,AIR SPACE,7/16"LAMI-W/3/16"A,.090,3/16"HS) •a dm •1,9. ALL"XX"SIZES UP TO 74"WIDE x 76"HIGH .65. 55.0 •sr •• •• p r r Ba d ma NOTES: s • i •••• ••••i• 1.FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES,USE ELCO 1/4'TAPCONS OR • • •••• • • 1/4'SS4 CRETE-FLEX ANCHORS. • • • •••••• 2.IF INSTALLING WITH#12 SCREWS,DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. •• • •. • 6^ • ' 1070 TECHNOLOGY DRIVE PRESSURES- XXCONFIG. WINDOWS NOKOMIS.FL 34275 rea: ALUMINUM CASEMENT WINDOW,IMPACT F.K.FK B/23/05 O REVlSEANCHORS 8 ADD TABLES 76•HEIGHTOPTION P.O.BOX 1529 Lucas A.Tm .P.E. 9�s7�' ca xeae mm NOKOMIS,FL 34274 Visibly Barrer �" se." °""°N0' am PE 958201 F. 11177/02 _ 04-740 NT$ 6 a 13 7045-8 D MeohwicW COMPARATIVE ANALYSIS TABLE 6. "0"&"114.12-1/4 XOX"WINDOWS TEST REPORTS:FTL-3582,FTL-3729,FTL-4607,FTL 4808 GLAZING OPTIONS: A.5/16"LAMI(1/8"A,.090,1/8"HS) B.5116"LAM](1/8"HS,.090,118'HS) C.7/16'LAMI(3116"A,.090,3/16-HS) E.13116"LAMI 1/8"HS,318"SPACE,5/16"LAMI-W/1/8"HS,.0901!8"HS6 F.13116'LAMI 1/84A,AIR SPACE,7/16"LAMI-W/3/16"A,.090,3/16'HS 1 1 1 HEIG4 2 4 WIDTHS 28 31 36 38 318 43 48 50 518 54 57 60 63 87 72 78 'O" °XOX' NEG POS NEG POS NEG POS NEM' NEG FPOS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS X X A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60A 60.4 -64.3 54.3 -51.1151.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 36 72 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -80.0 70.0 -80.0 70.0 -90.0 70.0 -80.0 70.0 -80.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 T0 F .0 -80.0 70.0 -90.0 70.0 -55.0155.0 -55.0155.0 -55.0155.01 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 37 74 BE -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 0 IFUM 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.0156.0 -55.0155.0 -55.0 55.0 A -75.0 70.0 -75.0 70.0 -87.8 67.8 -62.1 62.1 -55.7 55.7 49.8 49.8 -46.9 46.9 -43.6 43.6 -41.1 41.1 -38.6 38.6 -36.5 36.5 3912 79 B,E -75.0170.0 -75.0170.0 -75.0 70.0 -76.0,70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -75.0170.0 -75.0 70.0 -75.0 70.0 C,F -90.0170 -90.0 70.0 -80.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 87.4 70.0 -83.2 70.0-55.055.0-55.0 55.0 -55.0 55.0 A -75.0170.0 -75.0 70.0 -62.4 62.4 -58.4 56.4 -63.3 63.3 -58.4 56.4 53.4 53.4 -50.0 50.0 -46.9 46.9 -44.3 44.3 41.9 41.9 42 84 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C F .90-0170.0 -90.0 70.0 -90.0.70.0 -90.0 f 70.0 -90.0 70.0 -90-0170.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.770.0 -75.8 70.0 -55.0 55.0-55.0155.0 -55.0155.0 A -75.0 70.0 -70.3 70.0 -58:0 58.0 -54.8 54.6 -59.3 59.3 -53.6 53.6 -50.9 50.9 47.5 47.5 -44.7 44.7 42.1 42.1 -39.7 39.7 45 90 B,E -75-01 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 TO.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90-0170.0 -90.0170.0 -90.0 70.0 -90.0 70.0 dA48.6 70.0 -81.8 70.0 -76.8 70.0 -72A 70.0 59.2 69.21-55.0155.0-55.0 55.0 -55.0 55.0 A -75.0 70.0 -85.0 65.0 -54.3 54.3 -61.1151.1 -55.1 55.1 -51.4 51.4 48.6 -45.3 45.3 42.5 42.5 -40.4 40.4 -36.4 38.4 48 96 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 700 -80.0 70.0 -90.0 70.0 -86.0 70.0 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 -64.1 64.1 -55.0 55.0 -55.0 65.0 -632 53.2 A -75.0 70.0 -60.8 60.8 -51.3 6t.3 -48.3 48.3 -527 52.7 -48.7 48.7 48.8 43.5 43.5 41.3 41.3 -392 392 -37.1 37.15092 101 B,E -75.070.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -74.3 70.0C,F -900700 •90.0 700 -900 70.0 -90.0 70.0 -90.0 70.0 -812 70.0 70.0 -70.3 70.0 -66.8 66.8 -63.5 63.5 -80.5 60.5 •55.0 55.0-52.8 52.6A -75.0 70.0 -58.7 58.7 -48.7 46.7 -45.4 45.4 -50.0 50.0 48.1 461 442 -422 422 40.1 40.1 -38.0 38.0 -36.2 36.2PRORKgB6M13ED 53118 1 3!8 B,E -75.0 70.0 -7b.0 70.0 -75.0 70.0 -75.0 70.0 -750700 -75.0 70.0 . 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 wq C derwft F -90.0 70.0 ->�.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -78.4 70.0 -71.1 70.0 -66.6 66.5 -63.0 63.0 -60.0 80.0 -57.3 57.31-53.8153.8 49.4 49.4 46.2 48.2 �, A 1-76.0170.0 -56.2 58.2 -47.9147.9 44.5 44.5 -49.1 49.1 -45.3145.3 43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6,37.6 -35.9 35.9 A"'r""�' I 54 108 B,E -76.0 170.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -71.8 70.0 C,F -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-86.9 70.0 -75.0 70.0 -70.1 70.0 -65.4165.4 81.8 81.8 -59.1159.11-56.4 58.4 -52.8 52.8 48.4 48.4 452 45.2 A -75.0 70.0 -57.1 67.1 48.4 46.4 43.3 43.31-47.5 47.5 43.9 43.9 42.2 422 40.8 40.8 -39.1 38.1 47213721-35.4 35.4 5512 111 B,E .75.0 70.0 -75.0 70.0 .75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3170.01-70.8 70.0 • • C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-84.3 70.0 -72.5170.0 88.4 68.4 -63.61636 80.1 80.1 -57.5157.51-54.8 54.8 -51.1151.11-46.8148 43.8 43.8 w w•••• A -76-0170.0 -56.2 562 44.8 44.6 42.1 42.1 46.2 462 -42.5 42.5 -41.2 41.2 -39.8 39.8 -38.5 38.5 -36.7 36.7 -34.8 34.8 • • w • •••••• 57 114 B,E -76.0170.0 •75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3170.01-69.6 69.6 • • *0000 • C F -90.0 70.0 -90.0170.01-90.0170.0 -90.0 70.0 81.8 70.0 -70.7 70.0 -66.7 66.7 -61.8 61.8 -58.7 56.7 -55.8 55.9 -53.2 53.2 49.4 49.4 -45.2 45 8 • • A -74-2170.0 -55.0 55.0 -43.4 43.4 -40.9 40.9 44.8 44.8 -41.3141.3 -402 402 -38.7 38.7 •37.8 37.8 38.1 38.1 34.2 34,2 0 58112 117 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 68.4 88.4 • •••• p& WrIKt�W� • aea>mprytogw8bt)� ••• ,F -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -79.4 70.0 58.0 89.0 •84.9 84.9 -60A 60.4 -57.3 57.3 -54.5 54.5 -51.6 51.6 47.8 47.8 -43.6 43.8 IQ 1.7 � • • A -72.9 70.0 -53A 53.4 42.2 42.2 -39.7 39.7 43.5 43.5 -40.4 40.4 -39.2 39.2 -37.6 37.6 -36.7 36.7 -35.5 35.5 -33.7 33.7 11• � 60 120 B,E -75.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 87.4 87.4 ••• • C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 57.3 57.531-63.3 83.3 -59.1 59.7 -55.8 55.8 53.0 53.0 -50.0 60.0 48.3 46.3 42.8 42! a 8 0 TABLE 7. "O'&"1!4 12-114 XOX"WINDOWS TEST REPORT: FTL-3580 •• •• p •• • • •• GLAZING OPTION: D.7118"LAMI(3118"HS,.09D,3/16'HS) • •••••• • ALL'O"SIZES UP TO 80'WIDE x 83"HIGH AND ALL'1J412.1l4 XOX"SIZES UP TO 120"WIDE x 83"HIGH 90,0 70.0 • • • • TABLE 7A. "O'&"114-12-1/4 XOX'WINDOWS TEST REPORTS: FTL4607,FTL4608 • • •0000 w • • GLAZING OPTIONS: D.7/16'LAMI(3/16"HS,.080,3/16"HS) G.13/18"LAMI(118"A,AIR SPACE,?/16"LAMI-W/3/16"HS,.090,3116"is) • • • •••••• ALL'O"SIZES UP TO 60"WIDE x 78"HIGH AND ALL'1/4-12-114 XOX'SIZES UP TO 120"WIDE x 78'HIGH •• • •e , w • NOTES:1.FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES,USE E CO 1 4-5-5=.055.0 TAPCONS OR •wA•'//•s•" C A1/4"SS4 CRETE-FLEX ANCHORS. �- 2.IF INSTALLING WITH#12 SCREWS,DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. rteroe6r. wraae.,�: F.K. 325/83 8 AOD GLASS TYPES 70 TABLEB ° f es0a Ili "^*" 1070 TECHNOLOGY ORWE PRESSURES-0&?/4-?/2-1/4 XOX CONFIG.WINDOWS FK 7/18/83 C NO CHANGE THIS SHEET NOKOMIS,FL 34275 F.K. 622310 0 CHANGE ANCHORS AND ADD 76'HT.OPTION P.O.BOX 1525 ALUMINUM CASEMENT WINDOW,IMPACT l,�cas A.Twner,P.E. a7 87.0 NOKOMIS,FL 34274 l/nibly Better 8Q"p1"10°'� �p1 '' 011�^1p R0' PE p582p1 F.K 12117102 cAaao NTS 1 7 m 13 7045-8 D mecnen ral COMPARATIVE ANALYSIS TABLE 8. "XO"OR"OX"&"113-1/3-1/3 XOX"WINDOWS TEST REPORT: FTL-3582 1 1 1 GLAZING OPTION: A.5/16"LAMI(118"A,.090,1/8"HS) 3 3 3 HEIGHT "XO" "XOX" X O X 36 38 3/8 43 48 505/8 54 57 60 63 WIDTH WIDTH POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 55112 A70.0 -75.0 70.0 -75.0 70.01-75.0. 70.0 -75.0 70.0 -75.0 70.0 -76.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A70.0 -75.0 70.0 -75.0 70.01-76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 X O 491/3 74 A7507000770.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 792/3 Al-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.01 70.01-71.9 70.0 -67.7167.7 -64.9 64.91-62.7 62.7 -60A 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4168.4 -63.9 63.9 -60.0180.0 -58.5 58.51-56.2 56.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56,1156.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 O X 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 582 -55.6 55.6 -52.6152.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 318 A][-75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 48.9 48.9 45.8 45.8 42.8 42.8 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 '70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 47.9 47.9 44.8 44.8 42.2 42.2 -39.7 39.7 74 11l A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 49.9 49.9 48.4 46.4 43.5 43.5 41.1 41.1 -38.6 38.6 TABLE 9.. "XO"or'OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORTS: FTL-3582,FTL-3729 PR0xWr REMED GLAZING OPTIONS: B.5/16"LAMI(1/8"HS,.090,1/8"HS) E.13/16"LAMI(118"HS,3/8"SPACE,5/16"LAMI-W/1/8"HS,.090,1/8"HS) e8B„�•., am ftFkdft ALL"XO"OR"OX"SIZES UP TO 74"WIDE x 63"HIGH AND ALL"113-1/3-1/3 XOX"SIZES UP TO 111"WIDE x 63"HIGH -75.0 70.0 Aaq�1'�00� TABLE 10. E °XO"or"OX" & '113-1/3-113 XOX" WINDOWS TEST REPORT: FTL-3580 •0000• GLAZING OPTION: C.7/16"LAMI(3/16"A,.090,3/16"HS) • • ALL"XO"OR"OX"SIZES UP TO 74"WIDE x 63'HIGH AND ALL"1/3-1/3-1/3 XOX"SIZES UP TO 111"WIDE x 63"HIGH• - E 70.0 • •••••• 00 0 0000 • TABLE 10A. "XO"or"OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORTS: FTL-3580,FTL-4WF,4FW"08 •so**0 0006:0 GLAZING OPTIONS: C.7/16"LAMI(3/16°A,.090,3/16"HS) F.13/16"LAM[(118"A AIR SPACE,7/16"LAMI-W/3/16"A,.090,3/16"HS) •••••• • • • ALL"XO"OR"OX"SIZES UP TO 74"WIDE x 76"HIGH AND ALL"1/3-1/3-113 XOX"SIZES UP TO 111"WIDE x 76"HIGH PRODUCT RENEWFV�**�?••00 95iA 55.0 9scomplygwu6litc Fl�tar • ® sees •pttVo 0 Z.na . • gs �• 0009 • • •• • • NOTES: • 00000• 0 1.FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES,USE ELCO 114°TAPCONS OR • • • • 1/4'SS4 CRETE-FLEX ANCHORS. • • •••• 00000* 2.IF INSTALLING WITH#12 SCREWS,DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • • 0••0 • 0 . 0 seee 00 • 90 • • • (/tom FK 3/25/03 8 ADO GLiSS TYPE E TO TABLE9 ° 00" 1070TECHNMO43YCIRWE PRESSURES-XO,OX,&1/3-1/3-113XOX WINDOW F.K maw C NO CHANGE THIS SHEET NOKOMIS Ft 34275 r� �2 ALUMINUM CASEMENT WINDOW,IMPACT FK 823/05 D CHANGE P.O.BOX 1529 Lucas A.Turner,P.E. ee, a' aau eaerx"aer 0Mr_ NOKOMIS,FL 34274 Yitibly Better S"b"11006F �" � ter"^ �.. F. 12/17/02058201 cA 14o NTS 8 d 13 7045.8 D PE twicw - Mechenieet COMPARATIVE ANALYSIS TABLE 11. "XO"or'OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS:FTL-3580,FTL-3582, GLAZING OPTIONS: A.5116"LAMI(1J8"A,.090,1/8"HS) B.5/18"LAMI(1/8"HS,.090,116"HS) C.7118"LAMI(3/18"A,.090,3/18"HS) FTL-3729,FTL-4607,FTL-4608 E.13/16"LAMI 1/8"HS,3/8"SPACE,5/16"LAM]-W/1B"HS,.090,1/8"HS F.13/16"LAMI 118"A AIR SPACE,7/16"LAM]-W/3116"A,.090,3/16"HS x Q x HEIGHT - - - WIDTHS 26 36 38 318 43 48 505/8 54 57 60 63 67 72 76 "XOX" VENT FIXED NEG POS NEG POS NEG POS NEG I POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS UNEQUAL LITES A -75.0 70.0 -75.0 70.0 -75.0170.01-74.1 70.0 -64.9164.9 -60.6 60.6 -58.1168.1 -56.1 55.1 -53.3163.3 -50.5 50.5 69.284 19.125 31.014 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0170.0 -90.0 70.0 -55.0155.0 -55.0165.0 -55.0155.0 A 75.0 70.0 -69.1 69.1 -63.4163.41-56.5 56.5 -50.4 50.4 -47.5 47.5 -44.1 44.1 -41.6 41.6 -39.2 392 -35.9 36.9 x 86.919 24 38.919 B,E 1.75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 15.0 70.0 -73.8 70.0 - C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -852 70.0 -55-0155.0 -55.0155.0 -55.0 55.0 A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62775.2 55.2 -52.6 52.6 -49.1 49.1 -46.2 46.2 -43.6 43.6 -41.1 41.1 UNEQUAL LITES 95.973 27 42.973 B,E -75.0 70-01-75.0170.0 -75.0 70.0 -76.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 1-75.0 70.0 -75.0 70.0 -75.0 70.0 70. EF -90.0 70.0 -90.0 70.0 -90.0 0 -90.0 70.0 -90-0170.0 -80.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 -55.0155.0 -55.0155.0 -55.0 55.0 A -75.0 70.01-53.5153.5 -50.4 50.4 -54.5 54.5 -50.7150.7 48.2 48.2 -44.9 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 108.649 30 48.649 B,E -75.0 70.01-75.0170.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0170.0 -75.0 70.0 0 x C F -90.0 70.0 -90.0 70.0 -90.0170.01-90.0 70.0 -84.7170.0 -79.5 70.0 -73.6170.o $9.7 69.7 -86.3 65.3 -63.1 63.1 -55.0 55.0 -55.0 55.0 -52.2 52.2 A -75.0 70-01-49.9149.9 46.8 46.8 -51.3 51.3 -47.4 47.41-45.5,45.5 -42.7 42.7 -40.7 40.7 -38.6 38.8 1-38.6 36.6 115.892 32 51.892 8,E -75.0 70.01-75.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-73.2 70.0 CF -90.0 70-01-90-0170.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2170.0.-86.3 68.3 -64.8 64.8 -61A 61.41-68.8 58.8 -55.0155.0 -60.9150.9 -47.7147.7 UNEQUALLITES A -75.0 70.01-47.3 47.3 -44.0 44,0 48.4 148.4 -44.7 44.7 -42.8 42.8 -41.4 41.4 739.5 39.5 -37.5 37.5 -35.7 35.7 122 33.687 54.627 B,E -75.0 70.01-75.0 70.0 -75.0 70.0 -76.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71A 70.0 C,F -80.0 70.0 -90.0 70.0 -90.0 70.0 -85.8170.0- -74.0 70.0 -69.4 69.4 -64.7 64.7 -61.061.0 -58A 68A -55.7 55.7 -52.1 52.1 -47747.7 -44.6144.6 A -75.0 70.0 -46.8 46.8 -43.6 43.6 -47.9147.9 -44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 123.135 34 55.135 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0'70.0 -75.0 70.0 -75-0.70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 -64.1 64.1 -60.5 60.5 -57.9157.9 -55.2 55.2 -51.5 51.5 .47.2 47.2 44.0 44.0 pa-;p F7 A -75.0 70.0 45.5 45.5 42.6 42.8 46.7 46.7 43.1 43.1 -41.6.41.6 -402 40.2 -38.7 38.7 -36.9 36.9.-35.0135.01 °1 126.000 34.791 56.418 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 (1 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 -59.2 59.2 -56.5 56.5 -63.8163.81-50.1150.1 -45.8145.8 43.0 43.0 A -74.4 7D.0 43.6 43.8 -41.2 41.21-45.1 45.1 -41.5 41.5 -40.4 40.41-38.9 38.9 -37.7 37.7 -36.2 36.2 -34.3'34.3 130 35.896 58.209 B,E -75.0 70.0 -75.0 70.01-75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -88.8 68.6 BMWs -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.8 70.0 -69.3 69.3 •65.3 65.3 -60.6 60.6 -57.6 57.6 -54.7 54.7 -51.9 51.9 48.1 48.1 43.8 43.9 41.9 41.9 • • A -74.3 70.0 43.5 43.5 41.0 41.0 45.0 45.0 41.4 41.4 40.3 40.3 -36.8 38.8 -37.6 37.6 -36.1 36.1 -34.3 34.3 •••••• 130.378 36 58.378 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 -68.5 68.5 • • 0 •••••• C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -69.1 69.1 -65.1 65.1 -60.5 60.5 -57.4 57.4 -54.6 54.6 -51.7 51.7 48.0 48.0 43.8 4 1.6 41.8 •••• •• A -72.9 70.0 42.2 42.2 -39.7 39.7 43.5 43.5 40.4 40.4 -39.2 39.2 -37.7 37.7 -36.7 36.7 -35.5 35.5 -33.7 33.7 • • • 134 37 60 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 •• ••• •••• 000000 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 •67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 48.3 48.3 42.8 4[.!"040.8 PtaOuj�� a 1G.La• • ascarh:+t,�=l+cisE eLe Frgp'.�g•••• "XO"&"OX"WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. 0000 4RR+t taeyp] • TABLE 12. 000000• "XO"or"OX" 8 %COX" UNEQUAL LITE WINDOWS TEST REPORT:FTL-3580 •••• GLAZING OPTION: D.7/16"LAMI 3/18'1MS-090,3/16"HS • ALL"XOX"SIZES UP TO 134"WIDE x 63"HIGH WITH 37"MAX.VENT WIDTH AND 60"MAX.FIXED WIDTH AND 00* ••• • ALL"XO"or"OX"SIZES UP TO 97"WIDE x 63'HIGH WITH 37"MAX.VENT WIDTH AND 60"MAX.FIXED WIDTH 80.0 70.0 •••••• •• • • •• • TABLE 12A. '7C0"or"OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS:FTL-3580,FTL-4607,FTL4608 ® •••0• • •• GLAZING OPTIONS: D.7116"LAMI(3118°HS,.090 3/16"HS) G.13116"LAMI(1/8"A,AIR SPACE,7/16"LAM[-W/3116"HS,.090,3/16"HS • • -8660 • • ALL COX"SIZES UP TO 134"WIDE x 76"HIGH WITH 37"MAX.VENT WIDTH AND 60"MAX.FIXED WIDTH AND • • 0000 • • ALL"XO"or°OX"SIZES UP TO 97"WIDE x 76"HIGH WITH 37"MAX.VENT WIDTH AND 80"MAX.FIXED WIDTH -55.0155.01 • • • �--� •• ••• NOTES:1.FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES,USE ELCO 9/4"TAPCONS OR •�� 0 1/4°SS4 CRETE-FLEX ANCHORS. • 2.IF INSTALLING WITH#12 SCREWS,DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. �?•f I-or F.K. 325W B ADD GLASS TYPE E TO TABLE r r °eanp0mi' FK er 7/x0/03 .� NO CHANGE THIS SHEET 1070 TECHNOLOGY RIVE PRESSURES-UNEQUAL CONFIG.XO,OX&XOX NOKOMIS,FL FL 342 34275 1ms. FK� 62395 D CHANGE ANCHORS AND ADD 76'HEIGHT OPTION P.C.SOX 1529 ALUMINUM CASEMENT WINDOW,IMPACT Lu 0.Tume�,P.E.�'Wro: 8 Oetx NOKOM19,FL 34274 VisibFj•Be[te� sem �° sn �""�� wr PE 0$8201 F.K. 12117102 CA•710 NTS9 m 13 7045-8 D McCfumgm� Q 67 REFERENCE"XO"&"XOX"FRAME 67 REFERENCE"XO"&"XOX"FRAME \\ ASSEMBLY DETAIL,SHEET 11 A 83 ASSEMBLY DETAIL,SHEET 11 A A89 - 1 40 41 85 40 41 M - ENT I MAX.FIXED LITE85 DAYLIGHT I- —DAYLIGHT OPENING —►I 5 OPENING 5 (SEE SHT.3) (SEE SHT.3), so 5 S MAX.WIDTH(SEE SHT.3) HORIZONTAL SECTION-XOX 67 REFERENCE"XX"FRAME fASSEMBLY DETAIL,SHEET 11 A 1 69A 4AA(� 7 MAX.VENTDAYLIGHT OPENING 5 (SEE SHT.3) 5 5 5 25 5 MAX.WIDTH(SEE HT.3) HORIZONTAL SECTION-XX 40 41 lYt10i.K't REVG�D 8 J �s Aft wa so FaAM t0 15 43 Ii2 S 89 MAX.DAYLIGHT 1 �• MAX 9 OPENING FIXED& 85 40 41 OPERABLE VENT HEIGHT L MAX.VENT (SEE SHTS.3&4) (SEE SHTS.3&4) a DAYLIGHT OPENING 5 :906:6 (SEE SHT.4) • • MAX.WIDTH(SEE SHT.4) 0.00 • •0•• • 14 HORIZONTAL SECTION-X 000000 00000000•• 19 • PRODUCT RENEWED •••••• as rn wyteg wU0 the Ftwl& • 9WNngCo4o • •*•.• 46 23 46 •*000 rlorepom,ft 1/ • 24 • ttWe 0000 • • �� 5 • 25 w••w•w • 17 1 ••www• • • 18 • • 0000 ••••w• • • VERTICAL SECTION • • •' ' • • VERTICAL SECTION FIXED UNIT •••• : •• C^v 0 OPERABLE UNIT 0• !I/✓I/D� FKor 3r . F.K. 3/25/0.3 B ADD f3/16'LG.OLAZtNO BEAD ITEM 7070TECHNOLOQYD w SECTIONS FJC 7/10N3 C SHOW TOP HINGE 0NOKO TECI S,FL 34275 S F.K. 7 6/23/05 D w CHG SHT NO.REF AND ADD fMM89 P.o.Box 1529 ALUMINUM CASEMENT WINDOW,IMPACT u,�,,ATw,rer,PE. er. c D� NOKOMIS.FL 34274 Visibly Bever "' "� °r°'m°"`0' /der PE 956201 F.K. 121152 CA-740 NTS 10 d 13 7045-8 D ,�� #12x1 PH TEK SMS FRAME ASSEMBLY 13"MAX.O.C.W/(2)SCREWS NOTE:ALL ALUMINUM SHALL BE OF 6063-T6 TUBE,MAIL:6063-T6 3"APART AT MID-SPAN j 1.376" "X"FRAME JAMB "X"FRAME JAMB LIO" Q .095"J SASH FRAME TOP 89 CASEMENT BACKING PLATE .062" OR BOTTOM RAIL MAIL:6063-T6 NOM. 2'919" DWG#7071 "XX"FRAME ASSEMBLY DETAIL 4--2 784" #8x1 QUAD PH SMS #12x1 PH TEK SMS (2)PER CORNER 434" 01 FRAME HEAD,SILL,JAMB FRAME ASSEMBLY 13"MAX.O.C.W/(2)SCREWS 2 854" TUBE,MAIL:6063-T6fF"O"FRAME 3"APART AT MID-SPAN MATL:6063-T6 SASH FRAME ,062" DWG#7002A "X"FRAME JAMB JAMB SIDE RAIL NOM, 1.159" 2.139" OS SASH FRAME HEAD,SILL,JAMB MA-OL:6063-T6 I DWG#7003A SASH FRAME ASSEMBLY DETAIL "XO" 8"XOX"FRAME ASSEMBLY DETAIL • • • 0000•• • #8x1 QUAD PH SMS •• -www a (2)PER CORNER �. *00 000• 00000• • FRAME HEAD OR SILL FRAME JfiJiA6 Rmrnm •• .062"• • 00t4;eese NOM. • •• 0nrt.:;r 7r� 438" •• 00• • • • • eg • 2.784" 0••00• • • • 0•000000 :**so:0006•0 • • • FIXED FRAME HEAD,SILL JAMB • • •••••• •• • • • • MATL:6063-T6 • • • DWG#7005A MAIN FRAME ASSEMBLY DETAIL fbma er ons r - F.K. 3/25/03 B NOCHANOE rHISSHEEr EXTRUSIONS&ASSEMBLY DETAILS M 7070 rECi1NOLO04gr FX 7/10/03 C NOCHANGE THIS SHEET NOKOM78,FL 34275 *+ en` �— ALUMINUM CASEMENT WINDOW,IMPACT c A F.K. 5/23/05 D D REM 89 P.O.BOX 7528 �. U ume�,P.E. �-sr comae m� NOKOM7S.FL MM Visibly Bemr cnaa5 NTS 11 13 7045 g D PEX07 F.K. 12/17/02 Mechanical PARTS LIST PARTS LIST CONT. ITEM DWG# PGT.# DESCRIPTION ITEM DWG# PGT.# DESCRIPTION I 7002A MAIN FRAME-HEAD,SILL&JAMBS 73 7025 MAXIM SINGLE LOCK 2 1155 781PQA #8 X I QUAD PH SMS 74 7015 SINGLE LOCK KEEPER 3 7008 FRAME CORNER KEY 75 70834A #8 X.750 QUAD PN SMS 4 12'X1/2"XI/8"CLOSI3D•CELLFOAMTAPE 80 7005A FIXED WINDOW FRAME-HEAD,SILL&JAMES 5 7003A SASH-TOP,BOTTOM&SIDE RAILS 81 1155 781PQA #8 X I QUAD PN SMS 6 1155 78IPQA #8 X 1 QUAD PH SMS 82 7010 FIXED FRAME CORNER KEY 7 7017 670I7K BULB WEATHERSTRIP.187X.240 83 7007 INSTALLATION HOLE COVER 8 7009 SASH CORNER KEY 85 7047 67407 GLAZING BEAD(13/16"LG.) 9 7024 MAXIM MULTI-POINT LOCK 86 13/16'LG.GLASS(1/9-11S,AIR SPACE,5/16"AMI)5/16°LAMI- 10 7026 LACK SUPPORT PLATE (2)ISLES OF VS•HS GLASS WITH AN.090 DMUU AYER.SOLUCIA OR DUPONTPVB 11 #10-24 X.562 PR PN.TYPE F 13/16"LG.GLASS(118m,AIR SPACE,7/16•IANM 7/16°LAMI= 12 7014 MULTI-LOCK KEEPER(R.H.&LR 87 3/16A&3/16HS GLASS WITH AN.090INTERLAYER.SOLUTIA OR DUPONT PVB 13 1157 78X78PPSMS 08 X.875 PR PN.SMS 88 13/16"I.G.GLASS(1/8415,AIR SPACE,7/16'IAMq 7/16°IAMI= 14 7013 TIE BAR GUIDE 3/16H5&3/16HS GLASS WrM AN.0901NTERLAYER-SOLUTLA OR DUPONI'PVB 15 7015 TIE BAR ASSEMBLY 89 7071 1 67071 CASI4NP BACKING PLATE(SEE NOTE 4,SIM 13) 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR .706" •993" 18 7030 OPERATOR GASKET .706" 19 7031 BACKING PLATE —i 83 INSTALLATION HOLE COVER 21 7032 7858ZA 09.32 X.375 PH.PN.TYPED .050" p_ .865" MATL:6063-T6 STUD BRACKET .R&&H. .04 DWG#7007 22 #8 X 5/8'FLT.PlJL SMS 23 7033 OPERATOR TRACK&SLIDER UAL ARM) 24 7022 SNAP-ONBANDLE 40 5/16'GLAZING BEAD 25 7023 irmNaE vyD MATL:6063-T6 f' •172" 26 71OK12FP #L0x.500PRPJB.. DWG#7036 "ftwr 30 vlse 5/16•IAMINATED(1/8A&Il8HSGI,ASS) .870 •050" mrd .090 INTERLAYER-SOLUTIA OR DUPONT PVB E 31 5/16"[AMINATED(1/8HS&I/8HS GLASS) I .090 INTERLAYER-SOLU17A OR DUPONT PVB 9" �+-- 32 7/16°LAMINATED(3/16A&3/16115 GLASS) .523" •0�A11P,RLAYER-SOLUTIAORDUPONT PVB 85 13/16'GLAZING BEAD 33 7/16'LAMINATED(3/16HS&3/16HS GLASS) MATL:6063-T6 • • .0901NTERLAYER-SOLUTTA OR DUPONT PVH .050' .865" DWG#7047 • •••••• •••••• 40 7036 GLAZING BEAD(5/16" 41 7042 JGLAMG BEAD(7/16-) Ff a—� 1.124••• • •••• • 43 lzza 6TTna7 VINYL E- W C CK 41 7/16"GLAZING BEAD •••• •••••• 44 SILICONE-IX)W CORNING 899.995 OR EQUIV. 0 • 45 PARABOND MATL:6063-T6 • •••• °, wfthdw • 46 1634 6163K SETTING 50 7006 BLOCK DWG#7042 SCREEN FRAME 125" ••• • ° ! • 51 7040 SCREEN CORNER KEY • ••••2.701 ° • 52 SCREEN CLOTH •••• • 53 1635 61635K SCREEN SPLINE-SERRATED .062"- 54 062"54 331 2PST #8 X.5W S SCREEN CLIP .040" • 55 78x12PSTWB #8X.500 SQ.PN.TEK SMS 1.000" • • I _� • . • • 67 7004A 67004 CASEMENI'FRApaE ASSY.TUBE .093" • • 68712XIPPT #12XI"PH PHIL.TELL .423"--. �+- • • 69 701 L LOCK SUPPORT PLATE 67 CASEMENT FRAME 96** ��,••• 70 7012 LOCK SPACER 50 CASEMENT SCREEN FRAME • •_ C _ • 71 7019 711573 SNAP-ONT-HANDLE KNOB ASSEMBLY BE •j""' MATL:6063-T6 MATL:6063-T6 72 7018 7FLDHD FOLDING HANDLEt'/✓'/G DWG#7006 DWG#7004A FK 325103 B ADD iS/i6'LG.GLASS 8 GLAZING BEAD "� 71l '" 1070 TECI4NOLOGYGRIVE PARTS LIST&EXTRUSIONS F.K. 7/40/03 C NO CHANGE THIS SHEET NOKOMIS,FL 34278 rme. FK 8123/05 aeh✓wa ADD EO(lIV.TOITEM 44,SILICONE AND ADD ITEMS 87,86AND 89 P.O.Box 1529 ALUMINUM CASEMENT WINDOW,IMPACT a "or. m": crow4 wm: NOKOMIS,FL 34?74 Visibly Bett¢r o�soxo. ,,�",. Lucea A 7 imer.P.E. E.K. 1vnro2 CA-740 NTS 12 a 13 7045.8 D X201 Mechanieel A 2x WOOD BUCK A 1x WOOD BUCK A 1x WOOD BUCK (SEE NOTE 3) (SEE NOTE 3) A 2x WOOD BUCK (SEE NOTE 3) 1/4"MAX.SHIM (SEE NOTE 3) 1/4"MAX,SHIM 1/4"MAX.SHIM 1/4"MAX.SHIM A SEE N('T; c ASEE NOTE 1 ASEE NOTE 2 I ASEE NOTE 1 SEE NOTE 4 SEE NOTE 4 1 A SEE NOTE 4 " SEE NOTE 4 1 1/2" 1 1/4"'L 1112' MIN. MIN. MIN. MIN. OPERABLE UNIT FRAME OPERABLE UNIT FRAME FIXED UNIT FRAME FIXED UNIT FRAME TO CONCRETE W/ TO WOOD BUCK TO CONCRETE W/WOOD BUCK TO WOOD BUCK WOOD BUCK LESS THAN 1 1/2"THICK 1 112"OR MORE THICK LESS THAN 1 1/2"THICK 1 1/2"OR MORE THICK 1/4"MAX.SHIM—ry 1/4"MAX.SHIM ASEE NOTE 1 I ASEE NOTE 1 SEE E NOTE 4 " A � SEE NOTE 4 " NOTE: ALL DETAILS APPLY TO HEAD, SILL,AND JAMB. • ,' . • •0.06 • 1 1/4" •••6 i 0000 •6 MIN. 1 1/4" • • • MIN. 0000•• P6•• RMWIA*•••• OPERABLE UNIT FRAME FIXED UNIT FRAME 000000 %Wbg Code TO CONCRETE TO CONCRETE **so • No 7r• NOTES' A •6.6.6 i • 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1/4"ELCO TAPCONS OR 4/M%* • P • CRETE-FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2". SEE SHEET 1 FOR SP4GIR16•• •i •"00 6 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 SCREWS,1/4"ELCO TAPCONS OR 1/4"ELCO SS4 CRETE-FLEX. • SEE SHEET 1 FOR SPACING. ..... • • • 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 01St WOOIS6.-6 •••666 BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK=JR ••• ••6"6, ` • GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHOFAW • �• • • • HAVING JURISDICTION. ••••` -- 4.ITEM 89,BACKING PLATE,NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI-DADE COUNTY. FIC 3/25!03 B NOCHANGETHISSHEET 1070 TECHNOLOGYDRNE ANCHORAGE DETAILS F.K. 7 7/10/D3 C NO CHANGE THIS SNEET NOKOSOS FL 34275 Ta.' FX ' 623M REVISE NO TES AND REMOVE 3/16'TAPCONS S 614 SCREWS P.O.BOX 1529 ALUMINUM CASEMENT WINDOW,IMPACT Lutas0.Tumor,P.E. cm": a u m. NOKOMIS,FL 34274 Ytdbly BeKer ""�0"1e°' '"'� PE 658201 F.K 12117/02 CA-740 NT$ 13 d 13 — 704$-$ D Mechankel MI® E - - MIANII-DARE COUNTY,FLORIDA • •• • • • D"E fi fiBUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140."T"G]:ER ST4F;,,OUtM 1603 PRODUCT CONTROL DIVISION ••• • ••MIAN fl,FLOINDA 39130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) •• • • •• *00 •• PGT Industries '. :': ;.' ,' •. 1070 Technology Drive ..' : : '.' : : :00 ..' Nokomis,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series FD-750 Impact Aluminum French Door and Sidelites APPROVAL DOCUMENT:Drawing No.8000-11,titled"Alum.French Door&Sidelites,Impact",sheets 1 through 8 of 8,prepared by the manufacture,dated 12/21/04,signed and sealed by Lucas A.Turner,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:.Large and Small Missile Impact LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1,and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F.Gonzalez,P.E.,Director,BCCO �0ot f�Or NOA No 05-0103.03 Expiration Date:February 24,2010 Approval Date:February 24,2005 Page 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... PGT Industries ••. .. . . .. . . . . . . . . . . . . . . . NOTICE OF ACCEPTANCE:EVIDENCE SU$MMMIX • A. DRAWINGS .. . . . .. ... .. 1. Manufacturer's die drawings and sections. '. :.: : : 0 0 so '. 2. Drawing No.8000-11,titled"Alum.French Door•&aSideit��,•Irp�c �,shts 1 through 8 of 8,prepared by the manufacture,dated 12/21/04,signed and sealed by Lucas A.Turner,P.E. B. TESTS 1. Test reports on 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum outswinging french door,prepared by Fenestration Testing Laboratory,Test Reports No.FTL- 4311,dated 09/01/04,signed and sealed by Edmundo Largaespada,P.E. 2. Test reports on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum outswinging french door,prepared by Fenestration Testing Laboratory,Test Reports No.FTL- 4312,dated 09/13/04,signed and sealed by Edmundo Largaespada,P.E. 3. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswinging french door,prepared by Fenestration Testing Laboratory,Test Reports No.FTL- 4315,dated 09/13/04,signed and sealed by Edmundo Largaespada,P.E. C. CALCULATIONS 1. Anchor Calculations,ASTM-E 1300,and structural analysis,prepared by manufacure,dated 12/22/04,signed and sealed by Lucas A. Turner,P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No.03-0827.08 issued to Solutia,Inc.for"Solutia Interlayers",dated 03/04/04 and expiring on 03/04/09. 2. Notice of Acceptance No.02-0828.15 issued to E.I.DuPont de Nemours&Co., Inc.for"DuPont Butacite PVB Material",dated. 11/21/02 and expiring on 12/11/05. Herminto F.Gonzalez,P.E. Director,Building Code Compliance Office NOA No 05-0103.03 Expiration Date:February 24,2010 Approval Date:February 24,2005 E-1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... PGT Industries ... . . . . . . . . . . NOTICE OF ACCEPTANCE:EVIDENCE'"UWHTTw-*n F. STATEMENTS I. Statement letter of code compliance,dated December 22,20M n�dd Sealed by Lucas A.Turner,P.E. • 2. Statement letter of no financial interest,dated December 22,2004 signed and sealed by Lucas A.Turner,P.E. G. OTHER I. Letter from consultant stating that the product is in compliance with the Florida Building Code(FBC). i Herminio F.Gonzalez,P.E. Director,Building Code Compliance Office NOA No 05-0103.03 Expiration Date:February 24,2010 E-2 Approval Date:February 24,2005 NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) 7/16'NOM. 1.GLAZING OPTIONS: 3/16°ANNEALED OR HEAT STRENGTHENED GLASS A.7/16"LAMI CONSISTING OF(1)LITE OF 3118°ANNEALED GLASS AND(1)LITE OF 3116'HEAT .090°PVB INTERLAYER STRENGTHENED GLASS WITH AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFKEEPSAFE MAXIMUM. 3/16'HEAT STRENGTHENED GLASS LEXl B.7116"LAMI CONSISTING OF(2)LITES OF 3/16'HEAT STRENGTHENED GLASS WITH AN.090 PVB g1 OR 92 INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM. C.7/8'LAMI I.G.CONSISTING OF(1)LITE OF 3/16'TEMPERED GLASS OUTSIDE,1/4'AIR SPACE AND 109 (1)7/16'LAMI GLASS ASSEMBLY INSIDE(3116"&.090 PVB,3118"HS). 90 .D.7/8"LAMI I.G.CONSISTING OF(1)LITE OF 3/16°TEMPERED GLASS OUTSIDE,1/4'AIR SPACE AND 107 (1)711W LAMI GLASS ASSEMBLY INSIDE(3116-HS,.090 PVB,3/16°HS). I NOA DRAWING MAP TABLE 1.DESIGN PRESSURES FOR GLASS TYPES A OR C105 6/8'GLASS TOPIC SHEET DOORS UP TO DOOR HEIGHT BITE GENERAL NOTES............ 1 CONFIG. WIDTH OP-79314' 7'-83314"1 87 314" I 91 314" 8°•96 314" GLAZING DETAILS...........1DESIGN PRESSURES......1 SINGLE X 3° 3T' +70.0 -80.0 +70.0 -80.01+70.0 -80.0 +70.0 -80.0 +70.0 -80.0 ELEVATIONS.................... 2 DOUBLE XX 8° 71314" +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 INTERIOR VERT.SECTIONS.............3 -' HORIZ.SECTIONS........... 4 PARTS LIST...................... 5 SIDE LITES UP TO SIDE LITE HEIGHT SETTING BLOCK EXTRUSIONS................... 8 CONFIG. WIDTH 88-79 3!4" 70-83 3/4" 87 314" 91 3/4" 8°-85 314" GLAZING DETAIL ANCHORAGE....................7-8 FULL JAMB O 3511116"1+70.0 -80.01+70.0 -80.01+70.0 -80.01+70.0 -80.01+70.0 -90.0 7/16"LAMI GLASS NARROW JAMB O 3011118" +70.0 -80.01+70.0 -80.01+70.0 -80.0 1+70.0 -80.0 +70.0 -80.0 NARROW JAMB O 3911119" +70.0 -73.0 +69.5 -89.5 +67.3 -67.3 +65.2 -65.2 +62.7 -62.7 Approredaoeo> B•�p• • 7/8'NOM. Flaelda� s TABLE 2.DESIGN PRESSURES FOR GLASS TYPES B OR D 3116"TEMPERED GLASS DA10 1/4"AIR SPACE NARROW JAMB O 1 3611116" +70.0 -80.01+70.0 -80.0 +70.0 -80.01+70.0 -80.0 +70.0 6D.0 3116"ANNEALED OR HEAT pp 2.DESIGN PRESSURES: STRENGTHENED GLASS A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-98 .090"PVB INTEERLAYER (ASTM E1300-94 OUTSIDE MIAMI-DADE COUNTY). B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-983116"HEAT STRENGTHENED GLASS (ASTM E1300-94 OUTSIDE MIAMI-DADE COUNTY). 95 OR g6 3.CONFIGURATIONS:X O,XX XO OX XXX XXO,OXX,OXO,XX)IX,XXXO,OXXX,OR OXXO WHERE 109 :000:0 O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE.ANY TWO ADJACENT X 108 90 • • • •••••• UNITS CAN BE EITHER TWO SINGLE,X DOORS OR A DOUBLE,XX DOOR.THE FRENCH DOOR • • • • •• • •••• • ASSEMBLY BEAM IS USED TO ASSEMBLE X,XX,AND O UNITS TO MAKE THE ABOVE • • • CONFIGURATIONS. 105 ,GLS•:•• 00:0 BITE •••••• ••••• • • 4.FOR ANCHORAGE REQUIREMENTS SEE SHEETS 7 AND 8. •••••• 5.SHUTTERS ARE NOT REQUIRED. • • ...... •••• • ••••• • • 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED •••••• sees SEALANT.VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR INTI -00 • soft* •••••• WITH CONTRACTOR'S SEALANT. • GLAZING DETAIL SETTING BLOW 000 � `'.� �.• 7.REFERENCE TEST REPORTS:FTL-4311,FTL-4312,AND FTL-4315. • • ••• • • •• 7/8"LAMI I.G.GLASS • • •• •NO/?:ZJpc� • . • ••..•. so 87 1670TECHN01-00YOWENOTES,DESIGN PRESSURES,GLAZING DETAILS&MAP 0r • . • NOKOAf1B,R 34376 >� P.O.BOXISnklc- ALUM.FRENCH DOOR&SIDE LITES,IMPACT 4xmn Tm wr.PE. NOKOMd,,FL34274 Visibly Better a om °w° 8""` '•"m"^ °ef reasszot FKf?/21I04 FV750 1 FUL 1 a 8- 8000-11 MechaNcel �+—7313/16°MAX WIDTH --►{ � 1105/8-MAX WIDTH ----�{ 145 318°MAX.WIDTH —� HMAX EIGHT ALL LIU - OX OR XO OXO OXXO(SHOWING EACH VERSION SIDELITE) 37° 3611116° 3611/16° MAX WIDTH 25"MAX. 71 3/4°MAX WIDTH MAX.WIDTH MAX WIDTH DLO ALL X 25° 33 3116° ae amv8 UNITS MAX DLO MAX DLO ow 791/8° 999999 0 .. ....0 0 9 0 DLO ALL i • .. . ...... .. . . . 0 9,999, .. 0 .999. 00,0,. x xx .. .. ,0 „0,00 O(FULL JAMB) O(NARROW JA* %01 NOTES: — — • • �,� v1 �_• 1.CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSIONS. i • i r9 9, / • •• 2.FOR ANCHOR SPACING SEE SHEET 7 AND FOR ANCHOR SECTION DETAILS SEE SHEET 8. • ji2/2- •L�( 3.FOR VERTICAL SECTIONS SEE SHEET 3 AND FOR HORIZONTAL SECTIONS SEE SHEET 4. • • •••, 0 • B�ra2: aures x°rr • • • •••••• ampn� „ • ,• • • •, —w. 1070TECWOLOOYORW EXAMPLEELEVATIONS 660060 °ab ' AUFCoMM FL 34275 AL UIM.FRENCH DOOR&SIDE LITES,IMPACT P.O.BOX 1528 Lucas A Tamer.P.E. NOKOK3,8342,4 Visibly Better a �"` °"'°"" "^ PE UN281 F.r, 12/21/04 F0750 NT$ 2 d 8 8000-11 modumiow VERTICAL SECTION A 1 VERTICAL SECTION B 1 NARROW AND FULL OUTSWING HEAD JAMB SIDE LITE HEAD 4 61 6 4 oR O7 23 6 5 21 21 a a e a C D D G MAX.DLO MAX.DLO Approved at� ipkLtb' D�Oe 1 11 EXTERIOR INTERIOR EXTERIOR INTERIOR Iv4Ar sYu91' .t MAX. MAX arm HEIGHT HEIGHT 22 9999.• 06 • . 9999•• •. . 9999 . 5 9999.• 9999 9999•• • 1 • • • • 9999.• 7 2 •.. • 9696• 24 9999 .•. • 9999• 9999 ty... VERTICAL SECTION C VERTICAL SECTION D �� _ !��• NARROW AND FULL OUTSWING SILL • ' • /2Z • JAMB SIDE LITE SILL �� •�� '/�'Ji '� P T AL 4070 TEGWOLOOYD&W VERTICAL SECTIONS •• • • Dam: Il • • • NOKOMIS,FL 54776 *� PO.sox lass UM.FRENCH DOOR&SIDE LITES,IMPACT • L„.a T.1 P.E. aa� dame 0a� MOKOMts FL54274 Wslbly Better �. 8p1` eb" PE 95=1 F.K. t2/Zi/04 Po7b0 112 3 s 8 8000.11 Mee mnw OXXO HORIZONTAL SECTION SHOWING(1)OF EACH SIDE LITE TYPE G J F J H 53 52 26 20 105 SEE NOTE $1 1 82 e i G ! 20 ng 6 6 5 29 NOTE.ASSEMBLY HARDWARE QTY(3),11" 80 FROM TOP&BOTTOM AND ONE AT MIDSPAN DETAIL J 30 INTERIOR 20 46 5 SLAB AT 26 GLASS BED 1 83 27 DETAIL G STILES AT ASTRAGAL DETAIL F FULL JAMB SIDE LITE si 1 6 &SEE (AT HINGE JAMB) EXTERIOR 51 20 ,y4SEE 106 :000:0 • 0 , 80 0000 • 30 7 • 1 0.000• 0000: 30 • ••• • • 27 •• • • :•••• 27 20 • ••• 0••••• 0000• • 29 83 70 29 ` 83 � •0• VP •0i •00• 1 DETAIL E DE-— 1 • DETAIL H DETAIL K JAMB, FULL JAMB JAMB,NiBROM �--� 0• NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB SIDE LITE JAMB SIQE LITE ••1 2/p '00• (AT HINGE JAMB) (NOT SHOWN ABOVE) • • 0 070••0 R 9070 TECffNOLOQYDRIVE �„ ..r _HORIZONTAL SECTION DETAILS 0 • •• f NoP.O��,W FL 30� ALUM.FRENCH DOOR&SIDE LITES,IMPACT Lu A.Ti ,RE F.K ,7121/04 omr NOKOtd(S,FL3g27q Visibly Better - 8 778000-11 PMeEct, l FD750 DOOR(S) FD750 FULL SIDE LITE ITEM DWG# DESCRIPTION PGT@ ITEM DwG#1 DESCRIPTION PGT# FRAME KIT PARTS 1 80G6 FRAME.BEAD SIL.&JAMB 68006 1 8006 HEAD&HINGE JAMB 68006 4 8008 DRIP CAP 68008 2 8003A OUT-SWING SILL 68003 6 8007 SCREW COVER 68007 3 8004A OUT-SWING SELL COVER 68004 7 8009 INSTALL M ATE 68009 4 8008 DRIP CAP 68009 8 -FRAME ASSEMBLY SCREW 08 X 1'PH QUAD 791PQA S HEAD SELL&JAMB WEATHERSTRIP SCHL.EGAL U83337TS5001 20 8012 STILE 68012 6 8007 SCREW COVER 68007 21 8014 TOPRAIL 68014 7 8009 INSTALL PLATE 68009 22 8013 BOTTOM RAI. 68013 8 FRAMEASSEMBLY SCREW 08 X V PH QUAD 781PQA 35 ---THREADED ROD 5/16-18 X 36' 6TRODA 9 8032 JASTRAGAL,END SEAL. 48032 36 -FLANGED k=NUT 5/16-18 7990NUTA DOOR PANEL 37 8039 TRUSS CLAMP 60378M 5 -HEAD SILL&JAMB WEAT'UMSTRIP SCHLEGAL U83337T8500 60 -#8 X 314°PH SQ DRIVB TER SCREW 78X34PST W 20 8012 STILE 68012 61 8028 SIDE LITE BEAD TRIM 68028 21 8014 TOPRAIL 69014 62 8029 SIDE LITE JAMB TRIM 68029 22 8013 BOTTOM RAIL 68013 FD750 NARROW SIDE LITE 23 8017 TOP SWEEP 68017 1 8006 FRAME,HEAD&SILL 68006 24 8016 BOTTOM SWEEP 68016 4 8008 DRIP CAP 68008 25 -SWEEP SCREW #4X 12'PIMPH 6 8007 SCREW COVER 68007 26 8015 ASTRAGAlAcnvE&3NAcnvE 68015 7 8009 INSTALL PLATE 68009 27 80218 GEAR HINGE,JAMB SIDE 69021B 8 -FRAME ASSEMBLY SCREW#8 X 1'PH OUAD 781PQA 28 8020A GEARMN COVER 68020A 21 8014 TOPRAIL 68014 29 8018 GEARHING BACK-UP PLATE 68018 22 8013 1BOTTOMRAH. 68013 30 8019A GFARMNGE,DOOR S)DH 68019A 35 -THREADED ROD 5/16.18 X36' 61RODA 31 9035 GIH N BEARING 68035 36 --.FLANGED HM NUT 5/16-18 7990NUTA --- ApP�oved a�Pb'�8 F1�1a i °2 aae 32 GBAR HIN SETSCREW#6-32 x ll4' 37 8039 TRUSS CLAMP 60378M IfDAf 33 ---GEARHNGE,MTG.SCREW#12x 3/4°TRUSS HD. 60 —#8 X 314°PH SQ DRIVE TEK SCREW 78X34PSTW 34 ---GEAR IRM MTO.SCREW#12 x 112°TRUSS HD. 61 8028 SIDE LITE HEAD TRIM 68028 35 THREADED ROD 5A&18 X 36' 6T.RODA 70 8010 FRAMEJAMB 69010 36 FLANGED HEX NUT 5/16-18 7990NUTA ASSEMBLY KIT • • 0000•• 37 8039 TRUSS CLAMP 60378M 80 8033B FRENCH DOOR ASSEMBLY BEAM 680338 • 000004 38 8043 S/S GEAR LATCH MECIW4LSM ASHLAND 81 _010-24 X 2 12°PH SCREW • • •••• •• 39 8030 LOCK BLOCK 48030 82 —010-24HEXNUT • • • 40 LATCH ASST SCREWS#8 X 2'SS PALL TR HD 78X2TPA$ 83 ---#12 X 1 12°TR IID TBK SCREW ••• 0000 0000• 41 8037SIS SHOOT BOLT ROD SULLIV GLASS,BEADS do SILICONE **so** • • 0000• 42 8045 STANDARD FLUSH BOLTS W/SS ROD SUI.LIV 90 ---DOW CORNING 899 OR 995 GLAZING SEALANT 0 0 • 43 8031 SHOOT BOLT GUIDE 48031 91 —17/16-LAMINATED GLASS 3116°ANN.,.090 PVB 3/16°HS • 0 000000 ••••• 44 SHOOT BOLT GUIDE&STRIKE SCREW 8.32 X 3/8°SS P1DLL TR HID 78X38PFTX 92 —7/16'LAMINATED GLASS 116°HS.090 PVB 3/16° • 45 90398 RIGHT-STRIKE PIATE AT ASTRAGAL ACTIVE HINGED I EF W5110.4331 95 —718°LAN L.G.3/16°T 1/4'SPACE 3/16°ANN..090 PVB,3/16° ••••• ••00 0 ••0 0 0 46 8038L LEFT-STRUM PLATE AT ASTRAGAL ACTIVE HINGED RI W5110-44SI 96 —719°LAW I.G.3/16'T,114'SPACE,3/16°HS.090 PVB 3/16°HS •• •• •• 990000 47 STRIKE PLATE SCREWS 9.32 X 3/8'SS PMLL TR IID 78X38PFTX 105 9022 BACK BEAD 6 0 • • •• 48 STRIKE PLATE MIDDLE SCREW 6-24 X 12°FH 7612FM 106 8026A SL BACKBEAD SIPE08026A" • 0 •0•• 000000 49 8036 STRIKE PLATE AT BEAD&SILL 107 8023A 7/16°BEAD 68023A 50 HEAD STRIKE SCREWS SS 8 X 12 PHILL FH 785SZAX108 8024A 7/8'IG BEAD 024 ` •0• 0�p•004: SI STRIKE PLATE SCREWS SS 8 X 12 PIIIJ,UNDERCUT PH78X12PFHUX 109 1224 VINYL BULB WSTP CK 6712.7 • '!,0• • �'^..<- • 52 8041 iACnVE TRIM SET ASHLAND /• 53 1 8042 PASSIVE TRIM SET ASHLAND • �/v �`I 54 1 8044 STAINLESSSTEELPASSIVELOCKGEAR WAND R B7: 0ffi � 1070 TECBN010GYDRNE PARTS LIST , NOXOMIS,FL 94275 iur P.O.9=152e �— ALUM.FREIVCHDOOR&SIDE LITES,IMPACT L marumw.P.E munel�e°rz OHs NOKOMIS,FL 94274 Vlslbly Better —N 7 0*u'_ PE#NMI FX 1P121104 FD750 LVA 5 8 817th-1t M¢c10NaW 062 -y 1.278 050 4.027 1.160 �+ 1.000 III��2 1.033 .050 .311 j��j y 1.326 F �oil T 2.238 t �---- 3.636 --� #8008 6063-T5_ #8004A 6063-T5 O O #8007 6063-T6 O #8006 6063-T6 583 OiEl OS SILL COVER DRIP CAP 6 SCREW COVER FRAME,HEAD,JAMB Ti 3.636 ►{ AND SIDELITE SILL O #803A 6063-76 r- 3016 1• I --j � 050 OUT-SWING SILL .787 .074 .050 050 T- 2.240 -►{ 2.000 � f 1.a1.938 O #8009 6063-T5 O#8017 6063-T5 #8016 6063-T5 Ls8 I l'A67 7 INSTALL PLATE 23 TOP SWEEP 24 BOTTOM SWEEP I--- 3.890 -� 1 i 4.434 .075 2.200 .075 20 #8012 6063-T6 21 #8014 6063-T5 � F STILE O TOP RAIL 1.170 T 27 #8021 B 6063-T6 ZM4 GEAR HINGE,JAMB 1.838 .100 22 #8013 6063-T6 .125 3.251 26 #8 ASTRA15 GAL 6 .742�--, BOTTOM RAIL �� 1.812 1 1 28 � 8.250 - � .072 • • 1.636 #8020A 6063-T6 •••••• 866666 1.000 GEAR HINC;E LOVER • #8033B 6105-T5 riloo •o • •00000 •. 10 I .442 10 .750 .045 80 FD ASSY BEAM �.:,:2. .... ...... --I 865 ►{.818 �+- L 050 37 #8039 6063-T6 •3ea ••••• #8022 6063-T5 #8023A 6063-T5 TRUSS CLAMP �`~ 1.76j`--•= • ...... ••••.• BACKBEAD 7/16"BEAD T 2.622 -- ... . ..... 1.189 fit #8028 6063-T5 062 29 #8018 906�T"j 0 . SL HEAD TRIM -� HINGE,BRCKUP •• •••••• ...... 965 a37 '"- 2.313 --►I .075 ••••• •••••• 10 .045 1 957 Fes-- 3.838 -+ - 2.438.0--� 0 ••�j• ••• 050 •• • •!L�: d' #8026A 6063-T5 #8024A 6063-T5 O #8029 6063-T5 70 #8010 6063-T6 30 #8019A 6063-T6 SL BACKBEAD I.G.BEAD 62 SL JAMB TRIM NARROW SL JAMB GEAR HINGE,DOOR 1070TECNN&OorCNVEEX7RUSION PROFILES NOKOMIS•R 30276 r. �%' P.O.Box 16x3 ALUM.FRENCH DOOR&SIDE LlTES,IMPACT i T. ,PE ar° cnoama om MKOMIS.FL34274 Visibly Better 1`0766 6 n 8 800019 0582wil01 F.K 17J21/04 6°� 18°� �6"[— 3° 61— 3° �6°� 11° 11' 11" SEE NOTE 5 T— SEE NOTE 5 18 1/2' 18 1/2"MAX MAX T- TYR T- TYP. T- TYP. FRAME FRAME FRAME MIDSPAN MIDSPAN MIDSPAN 11` 11° 11' 6° 9° DETAIL A DETAIL B DETAIL C 1/4"TAPCONS OR#12 SCREWS 1/4°TAPCONS #12 SCREWS (SINGLE PANEL) (2 OR MORE PANELS) (2 OR MORE PANELS) MIAMI-DADE COUNTY ANCHORAGE SPACING REQUIREMENTS: Approved..mPW9wNtbv 1.DETAIL A ABOVE REPRESENTS ANCHORING OF SINGLE X DOORS,OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW »x• 41 WIDTH JAMBS. DETAILS B AND C ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS,SINGLE X DOORS, NOS ILZM- NARROW JAMB OR FULL JAMB SIDE LITE PANELS,FOR MULTIPLE-PANEL INSTALLATIONS OF TWO OR MORE PANELS. 2.DETAIL A-SINGLE PANEL CONFIGURATIONS ANCHORED WITH 1/4'TAPCONS OR#12 SCREWS b • HEAD......6"MAX.FROM CORNERS. ••••• SILL 61 MAX.FROM CORNERS. • • • •••••• JAMBS...11"MAX.FROM CORNERS,ONE ANCHOR AT FRAME MIDSPAN, 18112°MAX.SPACING THEREAFTER. ••• 0 •••• • 3.DETAIL B-TWO OR MORE PANEL CONFIGURATIONS ANCHORED WITH 1/4'TAPCONS •••••• ••• •0**:* HEAD......6"MAX.FROM OUTSIDE CORNERS,AND AT 3"AND 6°MAX.ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS. •••0•• • • • SILL- MAX.FROM OUTSIDE CORNERS,AND AT 3-AND 6°MAX.ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS. • :0000: JAMBS...11'MAX.FROM CORNERS,ONE ANCHOR AT FRAME MIDSPAN, 181/2°MAX.SPACING THEREAFTER •0090• ••••• ••••• •••• • • • 4.DETAIL C-TWO OR MORE PANEL CONFIGURATIONS ANCHORED WITH#12 SCREWS •*••• HEAD......8°MAX.FROM OUTSIDE CORNERS,AND AT 3,6-AND 9"MAX.ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS. **:*&: •••• • SILL........8'MAX.FROM OUTSIDE CORNERS,AND AT 3',6'AND 9"MAX.ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS. •• •• •• see*:* • JAMBS...11'MAX.FROM CORNERS,ONE ANCHOR AT FRAME MIDSPAN, 18112°MAX SPACING THEREAFTER • • 5.THIS NOTE APPLIES ONLY TO INSTALLATIONS OUTSIDE MIAMI-DADE COUNTY. FOR THESE INSTALLATIONS SEE DETAIL A OR B ABOVE i • • •• 000000 ENCIRCLED ANCHORS IN DETAIL A ARE REQUIRED FOR NARROW JAMB SIDELITES,BUT OTHERWISE MAY BE OMITTED. ENCIRCLED ••••• • • ANCHORS IN DETAIL B ARE REQUIRED IN THE HEAD AT THE ASTRAGAL LOCATION OF XX PANELS,BUT OTHERWISE MAY BE OMITTED. 0 ••• ***so: • ALL PANELS MAY BE INSTALLED WITH EITHER#12 SCREWS OR 1/4"TAPCONS. •• • •. • '(-1 "nmey: o"m: 1070TECHWL0aroarve ANCHORAGE SPACING rooxo�ns p ALUM.FRENCH DOOR&SIDE LITES,IMPACT Li a rte..Pr:. NGKOMd,a 34204 Vlslbly Getr r . NTS �7 a 8 800019 Mecn5ml F.K 1?J21/04 - CONCRETE— 11 1114" 11/4° —T MIN. #12 SCREW MIN. 1/4°TAPCON MIN. ,• 11/4"MIN. (NOTE 1) 114"TAPCON (NOTE 1) MAX. 2x WOOD 0 CONCRETE SHIM (NOTE 2) OR CONCRETE- 1/4' ►'•.• CONCRETE-" TAPCON(NOTE 1) BLOCK ;' CONCRETE 1x WOOD 1x WOOD (NOTE 3) 1/4°MAX.SHIM (+— (NOTE 3) 1/4°MAX SHIM —►� 4+ 1/4'MAX SHIM �1 I� 1/4' ,' 11/4°MIN. TYPICAL DOOR AND SIDE LITE JAMB AND SIDE LITE SILL -SHIMMAX L1/4"TAPCON 1/4'TAPCON (NOTE 1) (NOTE 1) 114"MAX 1/4"MAX GROUT, GROUT, SEE NOTE 5 lee SEE NOTE 5 A� esoay> sA9Mq� 114°TAPCON(NOTE 1) 2x WOOD oei (NOTE 2) 1 114"MIN. CONCRETE CONCRETE—r• ' 1 1/4°MIN. 1 1/2°MIN. • • TYPICAL SIDE LITE SILL #12 SCREW ��'� ••"•• (DIRECT TO CONCRETE) 006 6 •• 1/4'MAX 1/4"MAX •0000 •6•• 0060•• SHIM SHIM JLZ66:00 ' 0•66•s 0000 • • • • #12 SCREW • •666•• •666• o MWOO TYPICAL DOOR AND 1112"MIN. 0. 2) 600 • .6:66' SIDE LITE HEAD use .66 �•' 0.0000 NOTES: TYPICAL DOOR SIX':6+ 6 0' 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-0ADE COUNTY APPROVED TAPCONS. •000*• • . 6 2.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2'THK OR MORE TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY AUTHORITY HAVING:URI^�O�QTION. o •GO: 3.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 112°THK TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAVING JUR"ICTIEN. • . ' On ' 4.FOR ATTACHMENT TO ALUMINUM(8083-T5 MIN.STRENGTH)WITH MIN.WALL THICKNESS OF 1/8°,FOLLOW ANCHORAGE DETAILS SHOWN FOR 2x WOOD BUCKS,USING 6 #12 SHEET METAL SCREWS LONG ENOUGH TO PROVIDE FULL THREAD ENGAGEMENT INTO THE ALUMINUM,AT THE SPACING SHOWN ON SHEET 7. ••�%.�: /c?y 5.IF SILL IS TIGHT TO CONCRETE SLAB,GROUT IS NOT REQUIRED. IF USED,GROUT MUST TRANSFER SHEAR LOAD TO SLAB. o lomTECHNOLOGYORW ANCHORAGE DETAILS NOKOMIS.Ft. o.sox sis$ ALUM.FRENCH DOOR&SIDE�L�ITES,NOxb, ft.a�e Wslbfy Better g „ 8 P0ohanlW 1 MM I�A� __ - .: .•. :M1AMX&4DE QPUNT.Y,FLORIDA -ARO-DADE&Ax*LWBUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) .:• 14OWE�LER ,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,F)•ORZ?A 33130-1563 (305)375-2901 FAX(305)375-2908. •• • • • •• ••• NOTICE OF ACCEPTANCE (NOA) • : : • • • . •• . . . . . . . . . . .. . . . . . ... .. PGT Industries 1070 Technology Drive Nokomis,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:series"PW-701"Aluminum Picture Window-LMI APPROVAL DOCUMENT:Drawing No.42594,titled"Aluminum Picture Window,Impact",sheets 1 through 10 of 10,prepared by manufacturer,dated 7/14/03,with revision"A",dated 12/15/03,signed and sealed by Robert L.Clark,P.E.,bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:Large and small Missile Impact LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was re ed by Theodore Berman,P.E. NOA No 03.1105.01 Expiration Date:February 19,2009 Approval Date:February 19,2004 � �� Page 1 . . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... PGT Industries : . :': •.• NOTICE OF ACCEPTANCE: EVIDEAVE•SUBM11 TED •• ••• . . . . . ... . . . . .. . A. DRAWINGS • • • • .. . 1. Manufacturer's die drawings and sections. ..' : : '.' : : ... ..' 2. Drawing No.42594,titled"Aluminum Picture Window,Impact",sheets 1 through 10 of 10,prepared by manufacturer,dated 7/14103,with revision"A"dated 12/15/03,signed and sealed by Robert L.Clark,P.E. B. TESTS 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum picture window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL- 3835,dated 07/18/03,signed and sealed by Joseph Chan,P.E. 2. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading*per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum picture window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL- 3850,dated 07/31/03,signed and sealed by Joseph Chan,P.E. C. CALCULATIONS 1. Anchor Calculations,ASTM-E1300-98,and structural analysis,prepared by manufacturer,dated 10/31/03,signed and sealed by Robert L.Clark,P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.02-0828.15 issued to E.I.DuPont DeNemours for "DuPont Butacite PVB Material"dated 11/21/02,expiring on 12/11/05. 2. Notice of Acceptance No.01-0205.02issued to Solutia,Inc.for"Saflex/ Keepsafe Maximum"dated 5/17/01,expiring on 5/21/06. Theodore Berman,P.E. Deputy Director,Product Control Division NOA No 03-1105.01 Expiration Date:February 19,2009 Approval Date:February 19,2004 E-1 • ... ... .. .. . . . .. .. . . . . . . . . . . . PGT Industries . ' •.• NOTICE OF ACCEPTANCE: EVIDEAM SUBMYTrED ••• •• F. STATEMENTS 000 .• :00 •• 1. Laboratory compliance letter for Test Report no" '393S,Wed'by Fenestration Testing Laboratory,Inc.,dated 08725/03,;igtied;1k sealed-'y Joseph Chan,P.E. 2. Laboratory compliance letter for Test Report no.FTL-3850,issued by Fenestration Testing Laboratory,Inc.,dated 08/21/03,signed and sealed by Joseph Chan,P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code(FBC). Theodore Berman,P.E. Deputy Director,Product Control Division NOA No 03-1105.01 Expiration Date:February 19,2009 Approval Date:February 19,2004 E-2 NOTES: LARGE MISSILE WINDOWS NOA DRAWING TABLE OF CONTENTS SHEET 1.GLAZING OPTIONS: GENERAL NOTES..........................1 A.7116"LAMINATED GLASS COMPRISED OF(1)LITE OF 3116°ANNEALED GLASS AND(1)LITE OF 3116°HEAT STRENGTHENED GLAZING DETAILS........................ 2 GLASS WITH AN.090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. ELEVATIONS,FLANGED...............3 B.7/16"LAMINATED GLASS COMPRISED OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS GLASS WITH AN.090 ELEVATIONS,INTEGRAL FIN.......4 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. DESIGN PRESSURES FLANGED..5 C.1 1/16"LAMI I.G.GLASS COMPRISED OF(1)LITE OF 3/16"HEA i STRENGTHENED GLASS,A 7116"AIRSPACE AND 7/16" DESIGN PRESSURES FINNED......6 LAMINATED GLASS WHICH IS COMPRISED OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3/16-HEAT SECTIONS,FLANGED...................7 STRENGTHENED GLASS WITH AN.090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. CORNER ASSY,FLANGED...........7 D.1 1/16'LAMI I.G.GLASS COMPRISED OF(1)LITE OF 3116-HEAT STRENGTHENED GLASS,A 7116"AIRSPACE AND 7/16" SECTIONS,INTEGRAL FIN........... 8 LAMINATED GLASS WHICH IS COMPRISED OF(2)LITES OF 3/1W HEAT STRENGTHENED GLASS WITH AN.090 INTERLAYER CORNER ASSY,INTEGRAL FIN...8 OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. EXTRUSION PROFILES.................8 2.DESIGN PRESSURE RATINGS:(FLANGED-SEE SHEET 5,TABLE 1 AND INTEGRAL FIN-SEE SHEET 6,TABLE 2) PARTS LIST....................................8ANCHORAGE.................................1&10 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98(AND ASTM E 1300-94 OUTSIDE MIAMI-DADE COUNTY). B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130"S(AND ASTM E 1300-94 OUTSIDE MIAMI-DADE COUNTY). C.DESIGN PRESSURES LINDER 40 P.S.F.NOT APPLICABLE IN MIAMI-RADE COUNTY. 3.FLANGED UNIT ANCHORAGE:SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS:(SEE SHEET 10,DETAILS C,D&E) HEAD&SILL: MAX.810 FROM CORNERS MAX.11"O.C. JAMBS: A MAX.81/2"FROM CORNERS MAX.11"O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F.WHEN ANCHORING WITH#12 SCREWS) 4.INTEGRAL FIN UNIT ANCHORAGE WITH NAILS:SINGLE ROW OF.130 DIA.x 21/2"LG.NAILS AS FOLLOWS:(SEE SHEET 10,DETAIL A) HEAD&SILL: AT EACH CORNER MAX.5"O.C. JAMBS: AT EACH CORNER MAX.5"O.C. • ••.••• 5.INTEGRAL FIN UNIT ANCHORAGE WITH#12 SCREWS:SINGLE ROW OF SCREWS AS FOLLOWS:(SEE SHEET 10,DETAIL B) •• + .••• • HEAD&SILL: MAX.81/2"FROM CORNERS ••• •• d tJe • MAX.11"O.C. • a,�, ••••• JAMBS: ® MAX.81/2"FROM CORNERS • • ••• MAX.11"O.C. +••••• • • (DESIGN PRESSURE LIMITED TO 60 P.S.F.WHEN ANCHORING WITH#12 SCREWS) •+•• 6.SHUTTER REQUIREMENT.NONE REQUIRED • • ••••• •• •• ' • 7.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. • • • ••••• 8.REFERENCE TEST REPORTS:FTL-3835&FTL-3850 s • .00000+•• • •00• • :•••• ram iEuwa oorvwvE _NOTES 6 TABLE OF CONTENTS • to FJC lairs a REDUCEANCUORSPACM vaaw= ALUMINUM PICTURE WINDOW,IMPACT PAbad L Clwk P.F- cm ar cmot NOWN9.n 3074 Visibly Better ammeer ame —ft- PE 638712 FJC 7/14/03 Pwtmr MS I. , m 10 4259.4 A atuchnw I 1116'LAMI GLASS NOMINAL 7/16'LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL 3/16"ANNEALED OR HEAT 3/16"ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS •090 DUPONT BUTACITE OR .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 7116'AIR SPACE PVB INTERLAYER 3/16'HEAT 3/16'HEAT STRENGTHENED 3116`HEAT STRENGTHENED GUM STRENGTHENED GLASS GLASS 12 12 10 @OR(B 18 0 22 11 OUTSIDE 11/16'NOM OUTSIDE 11/16"NOM GLASS BITE GLASS BITE Uil • 13 2 13 ; .+.�.' 14 OR 15 14 OR 15 •••••• •••• • ••••• 7/16" LAMI GLAZING DETAIL 11/16" LAMI I.G. GLAZING DET/f�.•;• .• FLANGED OR INTEGRAL FIN FRAME FLANGED OR INTEGRAL FIN FRAME ' .•••• •••• (FLANGE FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN.••; •�•• /�:.... rwo7Ecmwx0wafil* GLAZING DETAILS Jy Fx ratis�a a aactwnroe 7M sriEEr ire �s7o ALUMINUM PICTURE WINDOW,IMPACT _ rum �L cP.E. F.K 4/IXi ocd o Vfsfbty Batta " MS 2 > 10 � 4259.4 A 0- HEXAGON FULL CIRCLE OCTAGON QUARTER CIRCLE MAX.SIZE=60"BETWEEN FLATS MAX,SIZE=60"DIA. MAX,SIZE=60'BETWEEN FLATS MAX.SIZE=68"x 68" OR MAX.AREA=21.65 SM FT. OR MAX.AREA=19.63 SQ.FT. OR MAX.AREA=20.71 SQ.FT. OR MAX.AREA=25.22 SQ.FT. ARCH. MAX. OR MAX.AREA=30.28 SQ".FT. ELLIPTICAL MAX.SIZE=98°X 47" FAN OR MAX.AREA=31.99 SQ.FT. MAX.SIZE=96"X 4T EYEBROW OR MAX.AREA=24.47 SQ.FT. MAX.SIZE=96"X 48" OR MAX.AREA=31.99 SQ.FT. 96"MAX. �{ • • 0000•• • � • 0000 • 441/4" �/ • • • • • •• •• 48'MAX. DLO 0 *0 a1�t • • • • L •• • • 0000•• HALF CIRCLE ••• .' W. MAX.SIZE=96"X 48" 921/4°MAX.DLO �' •e •••0 : 00000 OR MAX.AREA=25.13 SM FT. TRAPEZ040•• RECTANGLE MAX SIZE=4V xe • ,• MAX.SIZE=48"X96° OR MAX.AREA=3*9 M.f T. •••• 0000• NOTE: OR MAX.AREA=32.00 SQ.FT. • • 0000 � FOR ANCHORAGE INFORMATION SEE NOTE 3,SHEET 1 0 • • AND SHEET 90,DETAILS C,D&E. 0• � �• •0000 • �� o.� • • ismw „7ti, a,, FLANGED ELEVATIONS It m Os FK� tmyw A NO 7HIS SHS. �ma — � ALUMINUM PICTURE WINDOW,IMPACT ! msn mr or. e EW NMWM,FL 301-4 Wsibly Bette amnamee $mmr.,im � PH 6387,6 F.li 7/94/0.? Fu�mr NTS 3 m!0 42534 A so-u°w� HEXAGON FULL CIRCLE OCTAGON QUARTER CIRCLE MAX.SIZE=60"BETWEEN FLATS MAX,SIZE=60"DIA MAX SIZE=60'BETWEEN FLATS MAX.SIS=68"X68' OR MAX AREA=21.65 SQ.FT. OR MAX.AREA=19.63 SQ.FT. OR MAX.AREA=20.71 SQ.FT. OR MAX.AREA=25.22 SQ.FT. -ARCH. MAX.SIZE=4W X 96" OR MAX.AREA=30.28 SQ.FT. ELLIPTICAL MAX.SIZE=96"X 47" FAN OR MAX.AREA=31.99 SQ.FT. MAX.SIZE=W X 47" EYEBROW OR MAX.AREA=24.47 SQ.FT. MAX.SIZE=96°X 48" OR MAX.AREA=31.99 SQ.FT. r---- 98'MAX.— y ® 45114" �/ • • 48°MAX. MAX. �' �•• / DLO �• • HALF CIRCLE ••• � • 0000. MAX.SIZE=96"X48" 931/4°MAX.DLO ��• :•••:• � OR MAX.AREA=25.13 SQ.FT. TRAPED19 RECTANGLE MAX.SIZE=4 4*M• 0•• 0 0 0:00 MAX.SIZE=48°X98° OR MAX.AREA=31.09§9.-FT. • • •• ••••• NOTE: OR MAX.AREA=32.00 SQ.FT. 900660 0 FOR ANCHORAGE INFORMATION SEE NOTES 4&5,SHEET 1 • : •0 • :0000• AND SHEET 10,DETAILS A&B. / 000004 FIN ELEVA770NS •• • 7� • R,ic A crwnro�rxu �,� ALUMINUM PICTURE WINDOW,IMPACT 34m ••• o�e,etc�:nmrsrrvas mms Nont Rs92ro �L ec P.E Vsibly Bette PEOW12 rvxrm NTS 4 d f0 42584 A swm,rm COMPARATIVE ANALYSIS TABLE 1. A.7/16"LAMINATED GLASS(31167A,.090,3116HS) FTL-3835 GLASS TYPE: B.7/16"LAMINATED GLASS(3/16"HS,.090,3/16HS) FTL-3835 C.11116"LAMI I.G.,3/16HS,7116"SPACE,7/16-LAMI(3/16A-090,3/16-3/16"HS) FTL-3850 D.11/16"LAMI I.G. 3/16HS 7/16"SPACE 7/16"LAMI 3/16HS .090 3116"HS FTL-3850 WINDOWP WINDOW HEIGHT WIDTH39.500 49.000 A&C I 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.080.0 -80.0 80.0 -80.0 B&D 80.0 -80.0 80.0 -80.0___80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SO.FT. 9.698 11.569 13.44 15.313 15.823 16.333 54 500A&C 80.0 -80.0 80.0 -80.0 80.0 -80.0 76.7 76.7 74.0 -75.2 74.0 -74.0 B&D 80.0 -80.0 80.0 1 -80.0 80.0 -80.0 80.0 1 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 10.786 12.868 14.950 17,031 17.599 18.167 6D.000 A&C 80.0 -80.0 80.0 -80.0 74.0 -74.0 69.9 -69.9 67.2 -68.6 67.2 -67.2 B&D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 1 -80.0 AREAS .FT. 11.875 14.167 16.458 18.750 19.315 20.000 65.500 A&C 80.0 -80.0 80.0 -80.0 68.5 -68.5 63.5 -63.5 61.3 .3 61.3 -61.3 B&D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. - 12.964 15.465 17.967 20.469 21.151 21.833 71.000 A&C 80.0 -80.0 79.4 -79.4 63.7 -63.7 57.9 -57.9 56.1 -57.1 56.1 -56.1 B&D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREAS .FT. 14.052 16.764 1 19.47622.16822-927 23.667 76.500 A&C 80.0 -80.0 76.8 -76.8 59.7 -59.7 52.8 -52.8 51.9 -52.1 51.9 -51.9 B&D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0:--8-0.-0T -80.0 80.0 -80.0 AREA SQ.FT. 15.1 1 70.0153 20.964 23.906 24.703 25.500 82 000 A&C 80.0 -80.0 74.1 -74.1 56.5 -56.5 48.3 -48.3 47.6 -48.0 47.6 -47.6 B&D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 I -80.0 80.0 -80.0 AREA SQ.FT. 16.229 19.361 22.493 25.6215 26.479 27.333 87.500 A&C 80.0 -80.0 70.7 -70.7 53.6 -53.6 43.6 -43.6 43.4 -43.2 43.4 -43.4 B&D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 EL. acs AREA SQ.FT. 1 .318 20.660 24. 27.344 28.255 29. 67 . 93.000 A&C 80.0 -80.0 69.1 -69.1 51A -51.4 42.5 -42.5 40.7 -41.0 40.7 4 .Z• ;B&D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 79.4 -7 •• • AREA S .FT. 18.406 21.956 25.510 29.u5j 30.031 31. 96 000 A&C 80.0 -80.0 68.8 -68.8 50.4 -50.4 41.6 1 -41.6 39.4 -40.1 39.4 1 -39.40 • ;..•• B&D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 76.6 -78.6 ..•.•• ' AREA SQ-FT 19.000 22.667 26-333 .000 31. 32.0 1- -- ••• • ••.• •• 1.TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4"TAPCONS.DESIGN PRESSURES ARE W fED • e--� TO+/-60 P.S.F.WHEN ANCHORING WITH#12 SCREWS. //�� • 000004 2.ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OFA 32 SO.FT.UNIT IN TABLE 1. • 3.ALL SHAPES LESS THAN THE MAXIMUM SRE,QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1.OR TO THE PRESSURE FOR THIPSMALL66T • •� • • ///�•••/ ••••F FLANGED UNIT DESIGN PRESSU�' ' :•••• NoxoAS4.FL 3W5 .� •• ` , 0 FIC. 12/isw A EN=l ANCNORMI6 W W#128CREM P.O.BOX 1raB ALUMINUM PICTURE WINDOW,IMPACT •••P mt L Qwk P.E. u� aw am. Nmconua,Flaa2�a Wslbly Bette smiu�e a� '•• PEB3B11z FIC 7/1410? Pw-m1 NTS 5 10 4259.4 A B-„canal COMPARATIVE ANALYSIS TABLE 2. A.7/16"LAMINATED GLASS(3/16"A,.090,3/16HS) FTL-3835 GLASS TYPE: B.7/16"LAMINATED GLASS(3/16"HS,.090,3/16HS) FTL-3835 C.1 1/16"LAMI I.G.,3/16HS,7116"SPACE,7/16"LAMI(3/16A,.090,3/16-HS) FTL-3850 D.1 1/16"LAMI I.G. 3/16HS 7/16"SPACE 7116"LAMI 3/16HS .090 3/16"HS FTL-3850 WINDOW E WINDOW HEIGHT WIDTH 1 28.5w 34.000 39.500 45. 46. 46.000 49.000 A&C I 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 1 -80.0 79.4 -80.0 79.4 -79.4 B&D 1 80.0 1 -80.0 80.0 -80.0 80.0 1 -80.0 80.0 1 -80.0 80.0 -80.0 80.0 -80.0 AREAS .FT. 9.698 11.569 13.441 15.313 15.823 16.333 54.500 A&C 80.0 -80.0 80.0 -80.0W74.9W 8.9 74.3 -74.3 71.9 -73.1 71.9 -71.9 B&D 80.0 -80.0 80.0 -80.00.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREAS .FT 8 12.8 1 . 17.59 18.1 T 000 A&C 80.0 -80.0 80.0 -80.02.2 67.8 -67.8 65.0 -66.4 65.0 -65.0 B&D 80.0 -80.0 80.0 -80.00.0 80.0 1 -80.0 80.0 -80.0 80.0 1 -80.0 AREAS .FT. 11.875 14.167 16.45B 18:750 19.375 20.000 65.500 A&C 80.0 1 -80.0 78.9 -78.9 65.5 1 -65.5 81.7 1 -61.7 59.6 -60.7 59.6 -59.6 B&D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 2.964 15.465 17.967 20.469 1.15 2 .83 71.000 A&C 80.0 -80.0 75.3 1 -75.3 61.1 1 -61.1 56.4 -56.4 54.6 -55.5 54.6 -54.6 B&D 80.0 -80.0 80.0 1 -80.0 80.0 -80.0 80.0 -80.67 80.0 -80.0 80.0 1 -80.0 t REAS .FT. 14. 52 1 .7 1 .476 22.186 22.9 7 23.6 700 A&C 80.0 -80.0 72.6 -72.6 57.1 -57.1 51.5 -51.5 51.0 -51.3 51.0 -51.0 B&D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREAS .FT. 15.141 18.063 20.984 2 . 06 24.703 25.500 82.000 A&C 80.0 1 -80.0 69.4 -69.4 53.8 8 47.2 -47.2 46.6 -46.9 46.6 -46.6 B&D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 1 -80.0 80.0 -80.0 AREAS .FT. 75.229 1 .36 .493 25.625 26.479 27. 33 87.5W A&C 80.0 -80.0 66.4 -66.4 51.0 -51.0 42.6 -42.6 43.1 -42.7 43.1 -43.1 B&D 80.0 1 -80.0 80.0 1 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 • AREA SQ.FT 17.318 0.66 24.00 27. 44 28.2 29.16 • stit+t `"""�• 93.000 A&C 80.0 -80.0 65.0 -65.0 48.9 1 -48.9 41.2 1 -41.2 40.4 1 -40.2 40.4 -40.4 : �.++. •• B&D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 79.7 -79.7 76.0 -76x0 ..• • AREA S .F7: 18. 21.958 25.510 29.063 30.031 1.000 A&C 80.0 -80.0 63.9 -63.9 48.0 -48.0 40.2 -40. 38.0 -38.9 39.0 -39. ....• 96.000B&D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 76.9 -76.9 73.1 -73'. REA22.667 • ••.:. AS .FT. .0 0 2 . 7 26.3 3 .000 3 . 32. 1.TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4°TAPCONS.DESIGN PRESSURES/1 L11 ItD •• ��••• TO;/-60 P.S.F.WHEN ANCHORING WITH#12 SCREWS. 009A 2.ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ.FT.UNIT IN TABLE 2. • • • � • 3.ALL SHAPES LESS THAN THE MAXIMUM SIZE,QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2,OR TO THE PRESSURE FOR THEMSMALLEST • • smR� TAN� G TABLE HTD S O PL Y WITHIN. e� •• •e•ee rw6 rc-r�Ra+oGymrv6 INTEGRAL FIN UNIT DESIGN PRESSI}lRES� •• �L l •• • ,JOIlW6S,k 94276 P -1'- rm . . • FK 12nS03 A GHANt ENM I ANChUM OWU H 12 SQREw3 Po.sox+s2e ALUMINUM PICTURE WINDOW,IMPACT •• • ate.RE FK i/14ro3 ma ` R34�a Vlstbly Sett aim NTS 8 a 10 ....4259.4 A P�uawe? 13 13 2 2.784° (�—2.784" 2 OUTSIDE 2 10 11 97 18 21 22 MAX.DAYLIGHT OPENING MAX.WINDOW WIDTH 13 10 HORIZONTAL SECTION (FLANGE FRAME) 2 w MAX. WINDOW 17 ;4E' FLA HEIGHT $ ALONG ALONG �$ 8 ENTIREENTIRE 21 INSIDE JOINT JOINT � 2 MAX. DAYLIGHT 7 OPENING SCREWED C RNER ASSY KEYED CORNER ASSY (FLANGE FRAME) 8 WELD (FLANGE FRAME) "�'� ALONG • —G)ENTIRE • :,•„ JOINT •."'. i..... ... ... • • VERTICAL SECTI,Q�y, 'If " 0 WELDED CORNER ASSY(FLANGE FRAME) (FLANGE FRAMt) �; ro�o tWOR Rorox�vE SECTIONS&CORNER ASSY,FLARGO �oaos a f •...• soais rea • FA n ' „� , ra BOX I= ALUMINUM PICTURE WINDOW IMPACT '.• RoE�rf L CW44 P.E. W;WbFamc awm � s.FL 3W4 Ws(bly Bette a r NTS 7 - 10 4259-4 A z F-K 7/14lai 13 13 2.784° 2.784" !� 1 !� OUTSIDE i RE k 17 18 21 22 MAX.DAYLIGHT OPENING 13 MAX.WINDOW WIDTH 10 HORIZONTAL SECTION 11 (INTEGRAL FIN FRAME) MAX 1 WINDOW 17 HEIGHT 8 20 18 ALONG ZI 21 INSIDE 8 ENTIRE ALONG 22 JOINT 8 ENTIRE JOINT MAX. 7 7 DAYLIGHT OPENING SCREWED CORNER ASSY KEYED CORNER ASSY (INTEGRAL FIN FRAME) WELD (INTEGRAL FIN FRAME) .erre Ll ALONG �•• ••..• 8 ENTIRE '•' • • •...• JOINT • • •...i• • 1 1 •....• •.• • •.i.• VERTICAL SEGTIDDL WELDED CORNER ASSY(INTEGRAL FIN FRAME) (INTEGRAL FIN PRAM) ,• :...: ro P T SECTIONS,INTEGRAL FIN vww xOMMFL3W • • • •• a/�l •' • F.K rms'rar a NO CHANGE THS SHHEEr ALUMINUM PICTURE WINDOW,IMPACT •••' ftt FX �7/94A)3 �` fts42sa Visibly Batt 1 NTS 8 d l0 ' 4258-4 A 2P� ITEM DWG NO. PART# DESCRIPTION 1 425M 64256 INTEGRAL FIN FRAME HEAD,SILL&JAMB 2.784." 2 4253 64253 FLANGED FRAME HEAD,SILL&JAMB 7 1155 781 PQX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE-MOREHEAD SM5504 ACRYL-R NARROW JOINT SEALANT OR EQUAL 10 4255 64255 7116 LAMI GLASS BEAD 11 4254 64254 11116 LAMI I.G.GLASS BEAD2.500" 12 1224 6TP247 VINYL BULB WEATHERSTRIP(THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT ,- 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, .07T' BLACK 7116"LAM]GLASS:3116"ANNEALED-.090 DUPONT 17 BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER-3116"HEAT STRENGTHENED ITEM 1, INTEGRAL FIN FRAME 1 1/18"LAMI I G GLASS:3/16"HEAT STRENGTHENED MAIL:6063-T5 18 OUTBOARD-7116"AIRSPACE-3116"ANNEALED-.090 DWG NO.4256A DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER-3/16"HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 7/16"LAMI GLASS:3116"HEAT STRENGTHENED-.090 21 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PV8 INTERLAYER-3116"HEAT STRENGTHENED 1.1116"LAMI I.G.GLASS:3/16"HEAT STRENGTHENED OUTBOARD-7/16"AIRSPACE-3116"HEAT • • sees•• 22 STRENGTHENED-.090 DUPONT BUTACITE OR SAFLEX • • • sees: • KEEPSAFE MAXIMUM PVB INTERLAYER-3118"HEAT • • • STRENGTHENEDs •s e • sees•• •es• ees• ••• es • • sees• " 1.875"•`I .346"--i F-- • eYi16s • sees 1 • • e •e• •• ecce .050" 975° .975° ••• •• r •• 050" • ITEM 10 sees • ITEM 11 2'7�" • 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD ITEM 2, FLANGED FRAME • •;;•; • MAIL:6063-T5 MAIL:6063-TS MAT'L:6063-T5 DWG NO.4255 DWG NO.4254 DWG NO.4253 10MTECVVM0GY0IWH EXTRUSION PROFILES&PARTS LIST15� iraxaanv a3m�s � // °, ALUMINUM PICTURE WINDOW,IMPACT FJC 1T/150.4 A NO CHA%W THIS SHEET P.O.wx 1528 RoyeA L Clerk,P.E. +� o� NOxea�FLJW4 ws/b!y Bette "a°°°` b°" m"`O"" ""^ PE M712 F.fC maro3 PVK70f NTS 3 a 10 4259-4 A Sumbow . . ••• • • • ••• .. .. . . . :0 0: . . . . MIAMADE •• • •• ;MUftbADE COUNTY,FLORIDA • • • • ME'T'RO-RADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) .:• ••• •:• 4140 WEST FLAMER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 •. -2901 -2908L. 53051175 NOTICE OF ACCEPTAN Aww.buildin codeonline.com PGT Industries -7 '> . . . . . • 1070 Technology Drive �r. e •• ••• •• Nokomis,FL 3427 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:rx Std.wan-Aluminum Tube Clipped MnIIion•L.Md. APPROVAL DOCUMENT: Drawing No.6220,titled"1"STD.Wall,Elevations Aluminum Tube Clipped Mullion',sheets I through 5 of 5,prepared by PGT Industries,signed and sealed by Robert L.Clark,P.E.,dated 04/28/00,with last revision on 05/30/06,bearing the Miami-Dade County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. . MISSILE IMPACT RATING:Large and Small Missile Impact LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#04.0528.04 and,consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was revW ,P.E. NOA No 06.0125.06 " ��0� Expiration Date: June 28,2011 40 Z� Approval Date:July 20,2006 Page 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... PGT Industries ••• • • • • • • • • • • • NOTICE OF ACCEPTANCE!EVIDENCeSUBIVII'TTED A. DRAWINGS •• • • •• :00 •• 1. Manufacturer's die drawings and se ioNs •, ;• • 2. Drawing No 6220, Sheets 1 througtr5 of 1,tided"1"STD.Vall,Elevations Aluminum Tube Clipped Mullion,prepared by PGT Industries,dated 04/28/00, with last revision on 05/30/06,signed and sealed by Robert L.Clark,P.E. B. TESTS 1- Test reports on 1)Uniform Load Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test,FBC,TAS 201-94 3)Cyclic Loading Test,per FBC,TAS 203-94 along with installation diagram of a pair of fixed alum.windows(00 configuration)60"x 54"mulled together with a lx 2 x std.wall mullion,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-2902,dated 01/05/01, signed and sealed by Antonio Acevedo,P.E. "Submitted under NOA#04-0528.04" 2- Test reports on 1)Uniform Load Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test,FBC,TAS 201-94 3)Cyclic Loading Test,per FBC,TAS 203-94 along with installation diagram of a pair of fixed alum.windows(00 configuration)80"x 76"mulled together with a lx 4 x std.wall mullion,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.YM-2903,dated 01/05/01,signed and sealed by Antonio Acevedo,P.E. "Submitted under NOA#040528.04" 3. Test reports on 1)Uniform Load Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test,FBC,TAS 201-94 3)Cyclic Loading Test,per FBC,TAS 203-94 along with installation diagram of a pair of fixed alum.windows with a transom lite(0/00 configuration)mulled together with a lx 2 x 3/a"wall vertical mullion and a 2 x 6"x 1/4"wall horizontal mullion,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-2975,dated 01/23/01,signed and sealed by Antonio Acevedo,P.E. "Submitted under NOA#040528.04" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis,complying with FBC-2004, prepared by PGT Industries,dated 05/30/06,signed and sealed by Robert L. Clark,P.E. Jaime D.Gbcon,P.E. Chief,Product Control Dividon NOA No 06-0125.06 Expiration Date: June 28,2011 Approval Date:July 20,2006 E-1 . . ... . . . ... .. .. . . . % .. . . . . . . .. . . . . . . ... . . . . ... PGT Industries ... . ... . . . NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED .. . . . •• Ve •• . V: . . • • •• . D. QUALITY ASSURANCE .' ' ' ' ' .. . . . . ... .. 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.04-0721.01 issued to Elco Textron,Inc.,for Tapcon Concrete Anchor,dated 03/09/06,expiring on 01/08/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest,dated.01/23/06,signed and sealed by Robert L.Clark,P.E. G. OTHER 1. Notice of Acceptance No.04-0528.04,issued to PGT Industries for 1,,x Std.Wall- Aluminum Tube Clipped Mullions,dated 07/08/04 and expiring on 06/28/06. Jahne D.Gascon, .E. Chief,Product Control Division NOA No 06-0125.06 Expiration Date: June 28,2011 E-2 Approval Date:July 20,2006 ANCHORS DETAIL B'; yy ANCHORS DETAIL "B", C" OR D" AT BOTH "C" OR D" AT BOTH ANCHORS DETAIL A ENDS AND AT BOTTOMS ANCHORS DETAIL -8-, ENDS AND AT BOTTOM C" OR D" BOTH ENDS ANCHORS DETAIL A � � W W H MULLION ANCHORS DETAIL "B", C" OR '0" BOTH ENDS H9 2 2 1 M3 H �rT H = H 1+H2 MULLIONS H MULLION (1) WINDOW MULLED s� 1 W/ONE ABOVE M2 H1 MULLIONS II FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES M4 ON PAGE 5 MAX OPENING = H OR HftH2 L AM 1 W = Wl+W2 T =ir2 3 W 12 MULL LENGTH = W H = N1+H2 W = WI+W2+W3 .••:• O WINDOWS MULLED H = H1+H2 W = Wl+W2 •••••• W10NE ABOVE MULTIPLE WINDOWS MULLED L2,) WINDOWS MULLED TOGETHER •• 0 40.3 W ...... •••.•• FOR DETERMINING MAX ALLOWABLE W,/ONE ABOVE FOR DETERMINING MAX ALLOWABLE . x• Z .OG DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES •••••• • ON PAGE 5 DESIGN PRESSURE SEE TABLES ON PAGE 5 •••• • • • • •• M1) MAX OPENING = H OR H1+H2 ON PAGE 5 MAX OPENING = WOR W1+W2 • � MULL LENGTH = W OR W I+W2 M3) MAX OPENING = H OR H1+H2 MULL LENGTH = H .:::so •• • ••••• M2) MAX OPENING = W OR WI+W2 MULL LENGTH = W OR W1+W2+W3 ••6•• MULL LENGTH = III M4) MAX OPENING = W 1+W2 OR W2+W3 .••.•• • • MULL LENGTH = Hf I. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFU? TO• o sees 0 • • SHEETS 2, 3 AND 5. • • • sees*: 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF 7 UNITS. TO BE USED ONLY WITH PGT INDUSTRIES•PRODUCTS •G o• • o 3. MULLIONS ARE APPROVED FOR IMPACT AND NON—IMPACT APPLICATIONS. a� •• o 4. REFERENCE — TEST REPORTS: FTL-2902, 2903 AND 2975. RFK 5/30/06 TES 5&6 ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 F.K. ' 578/06 C.-"D TECH. REFS ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION " ADM-2000 ALUMINUM DESIGN MANUAL IN w'P.J.P. 4 28 DD THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE— oawdP 15. MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY c6 1 STANDARD WALL, ELEVATIONS rift HURRICANE ZONE (WHZ). 1070 TE S "' LION 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS MKOM a 3427s ALUMINUM TUBE CLIPPED MULLION ® TO ME STRUCTURE. Robert L Clary P.E P.O.eox r529 swi-Imoaer scale �°' "° '�" st � 7t2 �� 64274 MULL5 NTS i 5 6220 D stn,etwal r PGT ix MULLION 1" 2" OR 4" 112 FH SMS 112 FH SMS —I- MULL= STAGGERED ON PGT Ix MULLION 1" 2" OR 4" STAGGERED ON OPPOSITE SIDES OPPOSITE SIDES MULLION CLIP. CUT Z (SO AS NOT TO (SO AS NOT TO FLANGES OFF CLIP MIN. TO FORMA 2 — — J INTERFERE WITH WO00 BUCK WOOD 1 MINy INTERFERE WITH EACH OTHER) REMOVED TO EACH OTHER) "U" CHANNEL AND rBUCK —J INSTALL AS SHOWN 2 (TYP) $( p SEE NOTE 3 CONCRETE / — SEE NOTE 3 i 7YP 2j(7 �� MASONRY ANCHOR I,(TYP -_ __ SEE NOTES i & 3 PGT 1x MULLIONlL= — 112 SCREW — — — — SEE NOTE 3 S£ESEE :•. NOTE f °:. NOTE 1 ' •:: FOR 1" MULL " "1" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC., DETAIL C" 1 PGT Ix MULLION 2" OR 4" ON OPPOSITE SIDES (SO 2112 FH SMS STAGGERED " OR 4" 112 FH SMS STAGGERED ON AS NOT TO INTERFERE OPPOSITE SIDES (SO AS NOT SEE NOTES 2 & 3 MtN. WITH EACH OTHER) TO INTERFERE WITH EACH OTHER) — — SEE NOTE 3 MIN. SEE NOTE 3 2h(TYP) - WOOD U lk(TYP SEE NOTES 2 & 3 ;4(Typ)1k(TYP) Q ` MASONRY ANCHOR, SEE NOTES 1 & 3 1 ANCHOR EMBED. ='- -»I-�• ET g5m SEE NOTE 2 I + • •,. ' • ':? d• PGT ix MULLION NOTE l :..'::`' r-'s! '. '••'•i •uA ►10 • Y :; . •••••• • •••••• + TYPICAL MULLION TO STRUCTURE W1 00 BUCK • •• s• NOTE : WOOD BUCK. DETAIL B" _ TYPICAL MULLION TO ST UOT E WITH ••••• - y WOOD BUCK ANDCONC.. am— 'b" 1! • • 1. FOR CONCRETE APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMI-DADE L --- .••••• •• • ••••• COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX MASONRY SEE :,+ +,: '� • ' ' • ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NOT 1 :.5 %>': :;�:'" �" " " • IS 2 1 2". MIN. EMBEDMENT.• TAPCONS 1 1147 CRETE-FLEX 1 314- 2. 4"2. FOR WOOD APPLICATIONS USE 412 SCREWS, ELCO 1/4" TAPCONS OR 1/4" "'�j':`:'' " • • •••• """ SS4 CRETE-FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" • • •••• • • 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR • ` ` ' A STUCCO. TO BE USED NLY WITH PGT INDUSTRIESR CTS •' • 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET J. QUANTITY OF PINNING SCREWS FOR MULL-TO-CLIP F.K. 530/06 D-b00tFY RTES 3&5 TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP-TO-OPENINGF K. • 578/06 Eom. DETAILS (MINIMUM OF 2 SCREWS PER CLIP). er• 'a 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL �- P.J.P. 4 28 00 REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO 9 ' STD. WALL, CLIP INSTALLATION DETAIL CHARTS l AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND APRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING a 1070 XCHN UXY OR&T or CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. MKOW, n 34275 ALUMINUM TUBE CLIPPED MULLION ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. Poem 4��.P.E. e�/�+: style �mmtr ft Ra PE#39 1 P.O. s0x X529 6. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. si,,��o� r4WOUS 34z�4 MULLS NTS 2 a 5 6220 D 4 1" MULL CLIP W/TABS REMOVED (CLIP TO MULL) A/2 5MIN.7YP.�t&IN. ExrRusioN DWG toss 4MAX. 3 MAA/2 + 14X. i t + + $MIN. 3 p 93MAX. O ONE (1) ANCHOR 4MAX.I I + o Tt N 1" MULL CLIP L�--A—�J 8MIN. 91 s (CLIP TO OPENING) 3 �' •••••• EXTRUSION DWG 1099 $MIN'T Yp.• : �qp EwEn •• ® TWO (2) ANCHOR © FOUR 4) ANCHOR .(3)EQ.SP.0 •l�9NhtAeFbrldF • LOCATIONS LOCATIONS (A-3/4)/ ~� *so:** " as 0000•• � • BMIN. (--A---i :a�rr. ..... 0.0900 9.9 • 0.00• O THREE �3) ANCHOR •• •• • LOCATfONS •••••• • • • 0000 •••0•. • • •9•a •..... • NOTES: . TO BE USED ONLY WITH PGT INDUSTRIES ROD CTS • • • CUP LENGTH CHART er •• • FOR lx MULL 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR F.K. 05N/Oee�sk�ns 6 D—NO CNG THIS SNf PICTORAL REPRESENTATION ONLY. FOR CORRECT QUANTITY MULL SIZE A' OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON i x 2 x 1/8 1 11/16 SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE 5,8/06 SPACING I x 4 x 1/8 3 11/76 REQUIRED FOR YOUR SPECIFIC APPLICATION. I%ND U5.3.EIN P.J.P. 47i8/OO 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION I-STD. WALL, ANCHOR LOCATIONS SHOWN AS MAX J. REFERENCE TEST REPORTS Fn-2902, 2903 AND 2975. iRobert 107 �FL342.5 ALUMINUM TUBE CLIPPED MULLION L Clark.RE Sense/etoaec Scofe: 57reet: Orasfip No. Rar. PE#39712 P.O. BOX 130 strudurai ^ � �-X74 MULLS NTS 3 5 6220 D 8 (TYP) 1—= 4� 4 (�P) 4 2 14 • • • sFarswt® .' •• • •{�ypay.,ga rm F7�iAs• 4,4,4,4,•• •�� •••�• Ix STD. WALL MULLS ..•i•• • •� MAT'L: 6063—T6 696069•••4,• • 4,4,4,4,• 4,4,4,4,•• 000 0 •4,000 • ••4,.4,• • • • • •04,0 •0••4,• • 4, ••4,• • • 4,••4,•• TO BE USED ONLY WITH PGT INDUSTRIES VRODUCTS ,'`,', ' ' •0 • F. 19/06 !No TMS SIFT. RWW viswm F. . 5 8/06 C MAO THIS SHT --�� MINDUSiAMES P.J P. 4 2& 00 Dmpoft" NOTE �ed c� 1- STD. WALL, MULLION PROFILES ate: 1. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 TO UKo 34DRIW 275 ALUMINUM TUBE CLIPPED MULLION Robert L park P.E. Sexa/Modek Swls Sheet•. q+owtn9 No. Rer. st 0397 MOK°OWS.a U-074 MULLS 1 X 4 a 5 6220 D Strueturol CHART 1.-1x2x.125 QTY.$TVP. OPENING WIDTH IN INCHES ANCHOR 50 60 70 80 90 100 110 120 130 160 CLIP TO (2)A (2)A (2)A (2)A (2)A (2)A (2)A (2)A (2)A (2)A OPENING (2)B (2)B (2)B (2)B (2)B (2)B (2)B (2)B (2)B (2)B CLIP TO MULL (1)B (1)B (1)B (1)B (1)B (1)B (1)B (1)B (1)B (1)B Multiple Mulled Units tri 42 129 115 107 104 103 103 103 103 103 103 Vertical Mull Horizontal Mull j7 = 48 83 73 67 63 61 61 61 61 61 611 Mun Z 50.625 7061 55 52 50 49 49 49 49 49 --- ! Length Z 57 49 44 41 39 38 38 38 38 38 IMull opening x 41 35 31 29 27 26 25 25 25 25 I Length th 63 35 30 27 24 23 22 21 20 20 20 l__J m 66 30 26 23 21 19 18 18 17 17 17 O enin iAuAOpening J 7 23 20 17 16 - - - - - _ Widthg� Mull Width 761 2017 15 - - 7 18 15 - - - CHART 2.-1x4x.125 CITY.&TVP. OPENING WIDTH IN INCHES ANCHOR 50 1 60 1 70 80 90 100 110 1 120 130 160 • • CLIP TO (2)A (2)A (2)A (2)A (2)A (2)A (2)A (2)A (2)A (2)A • • '• • "•••• OPENING (4)B (4)B (4)B (4)B (4)B (4)B (4)B (4)B (4)B (4)B NOTE : ••• � CLIP TO 9•MAXIMUM ALLOWABLE PRESSURE IN PSF. •••••: •• • MULL (3)B (3)B (3)B (3)B (3)B (3)B (3)B (3)B (3)B (3)B 2.DESIGN 15 BASED ON OPENING MOTH. FOR MULTIPLE'M tS`� ••: 42 170 170 170 170 170 170 170 170 170 170 CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEJ'•SAEq 1. 48 170 170 170 170 170 170 170 170 170 170 3.REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 0••• •� •OMS ••0060 000 • 0.0•0 50.625 170 170 170 170 170 170 170 170 170 170 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (I 4,0-�e& •• •••••• Lu 54 170 170 170 170 162 158 157 157 157 157 1/4" SS4 CRETE—FLEX, EMBED. (L"/,4l 6• = 60 170 170 157 1 143 134 127 124 122 122 122 B. 112 SCREWS • • • • z 63 170 160 141 128 119 112 108 106 106 106 5. SEE ANCHOR SPACING DETAILS SHEET J. • • 0000 ��•��• Z •000 66 170 145 127 115 106 10096 93 92 92 TO BE USED ONLY WITH PGT INDUSTRIES PMODdCTS000000 • • • • x 7 142 120 105 95 87 81 77 74 72 71 7 120 102 90 81 74 69 65 63 61 59 J baa F•P 53o/os ti qtG 7NS Stir �• Z78 111 94 83 74 68 63 60 57 55 53 / ® F. . 5>8/04 -a�n Chau 84 88 75 65 59 53 49 46 44 42 40 �P.J.P. 4 2B 00 NDUSTM 90 72 60 53 47 43 39 37 35 33 31 ��_ ' am" 2 96 59 50 43 38 35 32 30 ySTD. WALL, 28 27 24 pb PRESSURE CHARTS 1 & 2 108 41 35 30 27 24 22 20 19 18 16 1070 TECHNOLOGY Mw ALUMINUM TUBE CLIPPED MULLION 111 36 32 28 24 22 20 19 17 16 - NWS.FL 3427.5 Robert L Cork P.E P.O. BOX 1829 Smba/Nadal Seofe: Shaet• Wo�tap No. ltaw. °Estructur'a',2 r�xoeus Fl 342Ts MULLS NTS 1 5 01 5 6220 D Ardaman & Associates, Inc. /41':N0 2608 West 84th Street Hialeah, Florida 33016 (305) 825-2683 FIELD DENSITY TEST REPORT PROJECT:PROPOSED ADDITION DATE:11/19/08 REPORTED TO:HARVEST TRUST DEVELOPMENT FILE NO.:08-3361 LOCATION: 123 NE,97 ST TECHNICIAN:CG TEST TEST LOCATION PROBE EU MDR DRY MOISTURE COMPACTION NO. FOOTING DEPTH DEPTH NO. DENSITY CONTENT N (In) (ft.) (Pcfl (%) TEST REQ. 1 DINNER ROOM WEST SIDE 12 BF 1 1 103.0 13.8 95.8 95 2 MASTER ROOM WEST SIDE 12 BF 1 102.8 13.3 95.6 95 3 MASTER ROOM EAST SIDE 12 BF 1 102.7 13.5 95.5 95 FIELD TEST METHOD: ASTM D2922 LABORATORY MOISTURE-DENSITY RELATIONSHIP MDR NO. TEST METHOD MOD @ OMC 1 ASTM D-1557 107.5 @ 12.5 Legend: MDD=MAXIMUM DRY DENSITY MSL=MEAN SEA LEVEL OMC=OPTIMUM MOISTURE CONTENT LR =UMEROCK BASE GR =GRADE SG =STABILIZED SUBGRADE NG =NATURAL GROUND BF =BOTTOM OF FOOTING FF =FINISH FLOOR GRADE EL =ELEVATION (�e21/G/L r By -$//7/® AS A MUTUAL PROTECTION TO CLIENTS,THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF THE CLIENTS AND THE AUTHORIZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL- A4318 PPROVALA4318(02107) Andaman & Associates Inc. 2608 West 84th St. ConsultingEngineers in Soils, Hydrology, Hialeah. FL EngiA Y �' Ph. (306) 8265-28-26 83 Foundations and Material Testing. FAX (306) 826-2888 MOISTURE - DENSITY RELATIONSHIP PROJECT: 123 NE 97 STREET FILE No.: 08-3361 REPORTED TO: HARVEST TRUST DEVELOPMENT DATE: 11-18-08 SUMMARY OF TEST RESULTS Sample No. 1 Material No. 1 Sam led by JR Date sampled 11-10-08 Test method A.S.T.M. D-1557-91 Sampled from FILL Maximum dry 107.5 D.O.T. job No. density cf Optimum water 12.5 pay item No. content Unified soil classification Soil description: BROWN SAND AND ROCK 120 Curves of 100% saturation for specific gravity equal to: 115 2.75 2.70 0 2.65 0 4- 2.60 �0- 110 U N a v 105 0 a t T,T 3 100 O 95 900 5 10 15 20 25 30 Water content (percent of dry weight) By: 612�/ag AS A MUNAL PROTECTION TO Q011%THE PUDUC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONMENRAL PROPERTY OF CLIENTS AND AMORIZATION FOR PUBUCATION OF STATEMENIS.CONCLUSIONS OR EXTRACTS ITtOY ort aeaartnnaa OUR REPORTS is RESERVED PENDING OUR WRRIEN APPROVAL Miami Shores VillageMCM97MD Building Department MAR ® 5 Zoos 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 B Y' Tel:(305)795.2204 Fax:.(305)756.8972 BUILDING Permit No.AJ RS_ PERMIT APPLICATION master Permit No. FBC 2004 Permit Type(circle): Buildin Roofing Owner's Name(Fee Simple Titleholder) fg-ul-Lm. Phone# 1305 Z I Owner's Address I Z % 5,1-ad:r city M I&, 1 S tfbAf S State zip 3 3 13 iaa Tenant/Lessee Name Phone# Job Address(where the work is being done) City Miami Shores Village County Miami-Dade Zip 3 1 FOLIO/PARCEL# ( I Z®Fi • ® 13 2 �-fJ Is Building Historically Designated YES NO Contractor's Company Name d'�°Sf 1r V SC V 7 15?W Phone# �'"T�7 `09 q Z- Contractor's Address J S• �t�Cf �'�� JW Y 12- City r /�•l•.t 1' State ice- T Zip 3 3 t S� Oualifier Name L.Aj L t Adip F&2 A+j Phone# 'Z•-- State.Certificate or Registration Nof',,, 3 2 f 0dV Certificate of Competency No. rchitec ngineer's Nam i 1 ) n tn^_- Phone# Value of Work For` 'f Square/Linear Footage Of Work: Type of Wor XI A tion ❑Alteration []New ❑ Repair/Replace ❑Demolition DescribeR C S Co (,+1 a+,rye-�•� �r Sv�1- Submittal Fee$ Permit Fee$ ? CCF$ CO/CC Notary$ Training/Education Fee$ Technology Fee$ Scanning$ Radon$ DPBR$ Zoning$ Bond$ Code Enforcement$ Double Fee$ ll Structural Review.$ �+0O Total Fee Now Due$ I P See Reverse side Bonding Company's Name(if applicable) M 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 AFFIDAVfr: I certify that all the foregoing information is accurate and that allwork will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature ` Signature Owner or Agent o r The foregp 'instrument was ackqqw ged for me s :. The forte oing ins ment was acknledged befor thi day o 20GGby day ,203ft b AAAA-AN 1J—A11UA1AUk< who is personally known to me or who has produced who is onairw lly ow me or who has produced V �identification and who did take atath. me and who did take a Ah. NOAR UBLIC: 4c ��1'��'ti NOTARY PUBLIC: a�c� `��01� CFrt. �.��,L,�,Ga4' •�t9 ,L ��, Ifi Sign: �3. e� `� Sign: ilk46L P Print: � ,n�., o' '�i��. Print: ,,,!,,,G° 4JP My Commission Expires: 3 �=C1 My Commission Expires: APPLICATION APPROVED BY: �"A .� 3 db10 Plans Examiner Engineer Zoning (Revised 07/10/07) r . Residential Cooling and Heating Summer design:91.0°F Load Calculations Based on ASHRAE Sommer Coincident R.B.:77.0°F Cooling&Heating Load Calculation ion Summer Daily range.: ILO°F Manual.Second Edition. Data Source 2001 ASHRAE Hand Book REYES-GAW/LAN _ Consulting Engineers,lnc. 16252 N.W.79 Ave Nam!Lakes.Fl 33 0• Job Name: BUTLER RESIDENCE Fl 33016.Tel:(305)828-5205 123 ME 97th STREET U14MI SHORES,FL Date: 02/05/09 Unit/Area served: AHU-1 TEEM SOLAR SHADE T.AREA BTU/HR ITEM AT U T.AREA BTU/HR .................. N.Glass 37 x x = 814 N.Wall 14 x 0.3 x< >' = 949.2 NE.Glass 66 x x 0 = 0 NE.Wall 20 x 0.3 x ::::::: :0 = 0.0 E.Glass x 37 x < ` = 1850 E.Wall 24 x 0.3 x< = 4420.8 SE.Glass 82 x. x: :::::0:: = 0 SE.Wall 22 x 0.3 x :: :::0; = 0.0 ................... S.Glass x 37 x = 555 S.Wall 17 x 0.3 x ' << _>` '>= 1193.4 SW.Glass 82 x x 0 = 0 SW.Wall 22 x 0.3 x .......0. = 0.0 ................... W.Glass x 37 x < €<= 1665W. Wall 24 x 0.3 x i ? = 2505.6 NW.Glass 66 x x 0,. = 0 NW.Wall 22 x 0.3 x: 0 = 0.0 Hor.Glass x x = 0 Knee wall x x = 0.0 T.Glass area = 132 Subtotal= 4884 T.Wall Area= 1422 Subtotal = 9069 ITEM AT U T.AREA BTU/HR ITEM BTU/Unit TOTAL BTU/HR Partition 13 x 0.09 x ?` < >= 0.0 People 230 x <? ` = 920 Roof 48 x 0.05 x = 3204.0 Kitchen 1200 x <: = 0 Floor 13 0.09 x <= 1562.0 Infil./Vent.= 1.1xQxDT = 90.78 x 16.5 = 1497.9 :...... Ceiling x = 0.0 Miscellaneous Subtotal= 4766 Subtotal =' 2418 TOTAL SENS. 21137 Btu/Hr •••. 0 GTH=TOT. S 3 = 27478 BudNr(TOTAL SENSIBLE.+LATENT)MAX.ALLOWED PER UNIT 1 5*/go. 31399.35 Btu/Iqt•••• • TONS = 2.3 •. • •• '. HEAT LOSS USE _ » ><`s TO.n•R.:.• . . • L li'ilVl..,•.rtr I _;ii:;:iy j' •••••• AREA AT U BTU/HR Cfm was".,s -::<:::>: <<` •••. .... • 1422 x 27 x 0.3 = 11518.2 Sq.Ft/T = 5340 ••.•.' '.•••' ...•. Roof . • x 27 x 0.05 = 1802.3 CFM/sq.ft = 0.7 •• •• •• • ••••• Floor 1 ' >'x 27 x 0.09 = 3244.1 " •• •' • •••••• • Glass 132..... x 27 x 1.1 = 3920.4 ��:•: '. • • ..•. .••... venwatio=1.1xDTxQ= 1.1 x 27 x 90.78 = 2696.2 • • •• ••• • • Partition 0 x 27 x 0.09 = 0.0 TOTAL 23181.1 Btu/hr •• ••• KW 6.8 Kw Q=ARCHxVOL./60= 0.48 x 11348 / 60 = 90.78 ................... ................... Area A/C= 15 Sq.ft. Volume A/C= x 8.5 = 11348 Cu.ft. ................... ................... .... ................... Residential Cooling and Heating Summer design:91.0*F Load Calculations Based an ASFIRAE Summer Coincident W.B.:77.0*F Cooling&Heating Load Calculation Summer Daily range.: 11-0*F Manual.Second Edition. Data Source 2001 ASHRAE Hand Book REYES-GAWLAIV Consulting Engineers,Inc. 16252 N.W.79 Ave Miami Lakes,F1 33 0, Job Name: BUTLER RESIDENCE F1 3M016.Tel:(305)828-5205 123 NX 97th STREET MIAMI SHORES,FL Date: 02/05/09 Unit/Area served: AHU-1 ITEM SOLAR SHADE T AREA BTU/HR ITEM AT U T.AREA BTU/HR N.Glass 37 x814 N.Wall 14 x 0.3 949.2 . .. ........... NE.Glass 66 x x 0 = 0 NE.Wall 20 x 0.3 x 0 = 0.0 E.Glass x 37x<>_'> »>>= 1850 E.Wall 24 x 0.3 x 4420.8 ......... SE.Glass 82 x x 0 = 0 SE.Wall 22 x 0.3 x 0 = 0.0 S.Glass x 37 555 S.Wall 17 x 0.3 11934 SW.Glass 82 x x 0 = 0 SW.Wall 22 x 0.3 x 0 = 0.0 .......I I I.I W.Glass x 37 x1ii-li-111.4-5-1 1665 W. Wall 24 x 0.3 x 2505.6 . .... ... NW.Glass 66 x x 0 NW.Wall 22 x 0.3 x 0 = 0.0 Hor.Glass x x = 0 Knee wall x x = 0.0 T.Glass area = 132 Subtotal= 4884 T.Wall Area= 1422 Subtotal = 9069 ITEM AT U T.AREA BTU&M ITEM BTU/Unit TOTAL BTU/HR Partition 13 x 0.09 = 0.0 People 230 920 Roof 48 x 0.05 xjjW= 3204.0 Kitchen 1200 x1sm = 0 Floor 13 x 0.09 xl>< 3 = 1562.0 hifil./Vent.= LI xQxDT = 90.78 x 16.5 = 1497.9 Ceiling x x = 0.0 Miscellaneous = Subtotal = 4766 Subtotal = 2418 TOTAL SENS. = 21137 Btwl* GTH=TOT.SENS.x 1.3 = 27478 Btuft(TOTAL SENSIBLE.+LATENT)MAX.ALLOWED PER UNIT 1:5 0/131-v".55 Btu/m TONS 2.3 00 • 0 0 11 9 ............................. BEAT LOSS USE ............. ......... .......... ITEM T.AREA AT U BTU/HR Cfin LOOS: .......... .......... .......... ......... Walls 1422 x 27 x 0.3 = 11518.2 Sq.Ft./T 534.0 Roof x 27 x 0.05 = 1802.3 CFMsq.ft = 0.7 Floor x 27 x 0.09 = 3244.1 Glass 132 x 27 x 1.1 = 3920.4 Ventilation 1.1 xDTxQ= 1.1 x 27 x 90.78 = 2696.2 Partition 0 x 27 x 0.09 = 0.0 TOTAL 23181.1 Btu/hr •ease KW 6.8 Kw Q=ARC11xV0L./60= 0.48 x 11348 60 = 90.78 Area A/C= 3 Sq.ft. Volume A/C= x 8.5 = 11348 Cu.ft. Residential Cooling and Heating Summer desigir.91.0 F Load Calculations Based an ASEMAE Summer Coincident W.B.:710 F Cooling&Heating Lead Calculation Summer Daily range.:11.0*F Manual.Second Edition. Data Source 2001 ASHRAE Hand Book REYES-GAWLAN Consulting Engineers,Inc. 16252 N.W.79 Ave Mami Lakes,FI 33 0' Job Name: BUTLER RESIDENCE F-1 33016.Tel:(305)828-5205 123 ME 97th STREET MIAMI SHORES,FL Date: 02/05/09 Unit/Area served: AHU-2 ITEM SOLAR SHADE T.AREA 13TWER ITEM AT U T.AREA BTU/HR N.Glass 37 x x.-.' 2960 N.Wall 14 x 0.3 x..*..*..,,.....*.. - ,....*.�....,.,*.......-*�,,.*..-.-".....-.'..,."...*..'*..�"-....= 1596.0 NE.Glass 66 x x 0 0 NE.Wall 20 x 0.3 x:.:.<::: 0 = 0.0 E.Glass 91 x 3276 E.Wall 24 x 0.3 820.8 .. . . ........ SE.Glass 82 x x 0 0 SE.Wall 22 x 0.3 x 0 0.0 .".".................... S.Glass 56 x x > = 2464 S.Wall 17 x 0.3 x.,*,*-,.,..,..*.."..,....-'.---..-#..'. 2121.6 SW.Glass 82 x x,:,,:,,,0,:,,:...= 0 0 SW.Wall 22 x 0.3 x »::<.,:.,,.0.,»:,.....- 0 0.0 ........ ........*---------- W.Glass 91 x 3276 W. Wall 24 x 0.3 .. 2836.8 .. NW.Glass 66 x x 0 0 NW.Wall 22 x 0.3 x.........0.... = 0.0 Hor.Glass x x = 0 Knee wall x x = 0.0 T.Glass area = 1% Subtotal = 11976 T.Wall Area= 1304 Subtotal = 7375 ITEM AT U T.AREA BTU&M ITEM BTU/Unit TOTAL B Partition 13 x 0.09 x 0.0 people 230 690 Roof 48 x 0.05 x 3398.4 Kitchen 1200 xMM = 1200 Floor 13 x 0.09 x = 1656.7 Infil./Vent.= 1.IxQxDT = 96.288 x 16.5 = 1588.8 Ceiling x x = 0.0 Miscellaneous Subtotal = 5055 Subtotal = 6979 TOTAL SENS. = 31385 Btu/Hr GTH=TOT.SENS.x 1.3 = 40801 Btu/Hr(TOTAL SENSIBLE.+LATENT)MAX.ALLOWED PER UNIT 1. • 15%• 4030109 Btu/Kt e•e• • TONS = 3.4 ............................ BEAT LOSS USE 0o .......... .......... .......... :.090: 0 0 ITEM T.AREA T U BTU/HR Cf ......... .......... .......... "0: Walls 130 x 27 x 0.3 = 10562.4 Sq.Ft./T 404.6 0000•' 0000 0 :0000,0 Roof ........... ffi' x 27 x 0.05 = 1911.6 CFMsq.ft = 1.0 0 0 0 Floor x 27 x 0.09 = 3440.9 00 •• 000000 • Glass 196 x 27 x 1.1 = 5821.2 0 . : 0 so:* 00 00•:0 ventilation=1.1 xDTxQ= 1.1 x 27 x 96.288 = 2859.8 0 0 •6000 Partition 0 x 27 x 0.09 = 0.0 990 0 0 0• 0 TOTAL 24595.8 BhVhr 0000 KW 7.2 Kw Q=ARCHxV0L./60= 0.48 x 12036 1 60 = 96.288 Area A/C= Sq.ft. Volume A/C= < < >< x 8.5 = 12036 Cu.ft. Residential Cooling and Heating Summer design:91.0*F Load Calculations Based on ASHILkE Summer Coincident W.B.:77.0 F Cooling&Heating Load Calculation Summer Daily range.: 11.0*F Nbumal.Second Edition. Data Source 2001 ASHRAE Hand Book . ..................... REYES-GAWLM Consulting Engineersinc. 16262 N.W.79 Ave Nam!Lakes,F1 33 0- Job Name: BUTLER RESIDENCE F1 33016.Tel:PO51828-5205 123 ME 97th STREET MIAMI SHORES,FL Date: 02/05/09 Unit/Area served: AHU-2 ITEM SOLAR SHADE T AREA BTU/HR ITEM AT U T.AREA BTU/HR N.Glass 37 x x < = 2960 N.Wall 14 x 0.3 x 1596.0 NE.Glass 66 x x 0 = 0 NE.Wall 20 x 0.3 x 0 = 0.0 E.Glass 91 x 3276 E.Wall 24 x 0.3 820.8 ........... SE.Glass 82 x x 0 = 0 SE.Wall 22 x 0.3 x 0 = 0.0 .................... S.Glass 56 x x:::,;;:.:0,::::...= 2464 S.wall 17 x 0.3 2121.6 SW.Glass 82 x x 0 SW.Wall 22 x 0.3 x 0 0.0 ....................... W.Glass 91 x x 3276 W. Wall 24 x 0.3 x" 2836.8 NW.Glass 66 x x:0.:;.:;..0,.:;;;... 0 NW.Wall 22 x 0.3 x 0 = 0.0 Hor.Glass x x = 0 Knee wall x x = 0.0 T.Glass area = 196 Subtotal = 11976 T.Wall Area= 1304 Subtotal = 7375 ITEM AT U T.AREA BTU4W ITEM BTU/Unit TOTAL BTU/HR Partition 13 x 0.09 x!M= 0.0 People 230 690 Roof 48 x 0.05 3398.4 Kitchen 1200 xmm = 1200 Floor 13 x 0.09 x.'.*-.*.-.*.-*.-'..-*.�-...*..*..*..'.-...*�-.*......--,....'--= 1656.7 hifil./Vent. ].IxQxDT 96.288 x 16.5 1588.8 Ceiling x x 0.0 Miscellaneous Subtotal= 5055 Subtotal = 6979 TOTAL SENS. = 31385 Btu/Hr 0000 GTH=TOT.SENS.x 1.3 = 40801 Btu/Nr(TOTAL SENSIBLE.+LATENT)MAX.ALLOWED PER UNIT I A 5%;a4420tO Btu/I&*o o o TONS 3.4 00 0 . : 0• •0000• 0* 00 *006:0 BEAT LOSS USE -T61is * ITEM T.AREA AT U BTU/HR Cfin 000000 0 0 0600: Soso 0000 0 Walls 1304 x 27 x 0.3 = 10562.4 Sq.Ft./T 404.6 •0000 •0 0000 60:006 Roof 27 x 0.05 = 1911.6 CFTvVsq.ft = 1.0 000060 0 600 00000 Floor *0 00 000000 0000. 0000..x 27 x 0.09 = 3440.9 0 Glass 196 x 27 x 1.1 = 5821.2 i 00:6: 0 • 0 0000:0 Ventilation=1.1 xDTvQ= 1.1 x 27 x 96.288 = 2859.8 0 0 0000 0 Partition 0 x 27 x 0.09 = 0.0 0 0 0 00 9 0006 00 0 0 TOTAL 24595.8 Btu/hr 6 0000 KW 7.2 Kw Q=ARCHxVOL./60-- 0.48 x 12036 60 = 96.288 Area A/C= Sq.fl. Volume A/C= x 8.5 = 12036 Cu.ft. 4 FORM 60OA-2004R EnergyGauge®4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: BUTLER RESIDENCE REV Builder Address: 123 N.E 97TH STREET Permitting Office: City, State: MIAMI SHORES, FL 00000-0000 Permit Number. Owner Jurisdiction Number: 232800 Climate Zone: South 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single£amity - a. Central Unit/Split Cap:30.0 kBtu/hr fam _ 3. Number of units,if multi-family 1 - SEER 13.00 _ 4. Number of Bedrooms 3 b.Central Unit Cap:42.0 kBtu/hr _ 5. Is this a worst case? No _ SEER 13.00 _ 6. Conditioned floor area(W) 2751 fl= c. N/A - 7. Glass type I and area:(Label reqd.by 13-104.4.5 if not de&ult) a. U-factor. Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Sngle Default)328.0 ft2 _ a. Electric Strip Cap:27.3 kBtu/hr - b. SHGC: COP:1.00 _ (or Clear or Turt DEFAULT) 7b. (SHGC=0.75)328.0 fe - b.Electric Strip Cap:34.1 kBtu/hr - 8. Floor types COP: 1.00 a. Slab-On-Grade Edge Insulation R=0.0,305.0(p)ft - c.N/A - b.N/A c. N/A 14. Hot 4. Wall types - a. ( e) Cap: None _ a. Concrete,Int Insul,Exterior R=4.2,2726.0 f1 - EF:0.88 - b.N/A _ b. s Cap: None c. N/A _ EF:0.88 _ d.N/A e. N/A - (HR-H v 10. Ceiling types - DHP- p) a. Under Attic R=30.0,2751.0 fl? 15. HVAC credi PT, - b.N/A - (CF-Ceiling;fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, *see 11. Ducts,. _ PT-Programmable Thermostat, • • '••••' 000* • a. Sup: ^ th-".`AH:Interior Sup.R=8.0,10.0 ft MZ-C-Multizone cooling, •••• ; • • • b.Sup n;4 c. AH:Interior Su •R=8.0,10.0 ft - MZ-H-Multizone heating) 0.0.: 0000 • • 0000•• • • • 0••• • 0000 0000 • • 0000 0000 00•00 �;. Total as-built points: 28549 ""' lass/ loor Are 12 PASS •• •••••• °« Total base points: 33239 0 0*0 0 0 . •• . 0 . .... ...... 1 reby certi that ans and ecifications covered by Review of the pians and 0 ••' •S1 00004 is calculata in mplia the Florida Energy specifications covered by this 9pA0 Code. calculation indicates compliance ��✓d with the Florida Energy Code. Before construction is completed DATE: this building will be'inspected for i hereby certify that uilding designed, is in compliance with Section 553.908 compliance with a Florida Code. Florida Statutes. coD t� W8 OWNE G f BUILDING OFFICIAL: DATE: `� U DATE: 1 Predominant glass type.For actual glass type and areas,see Summer 8 Winter Glass output on pages 284. EnergyGauge®(Version: FLRCSB v4.5) FORM 60OA-2004R EnergyGauge®4.5 SUMMED CALCULATIONS Residential Whole wilding Performance Method A - Details ADDRESS: 123 N.E 97TH STREET, MIAMI SHORES, FL, 00000-0000 PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF= Points .18 2751.0 30.53 15118.0 1.Singie,SHGC=0.75 N 2.0 4.0 102.0 36.46 0.84 3112.0 2.Singte,SHGC=0.75 E 2.0 4.0 86.0 78.71 0.74 5009.0 3.Single,SHGC=0.75 S 2.0 4.0 59.0 66.93 0.67 2657.0 4.Single,SHGC=0.75 W 2.0 4.0 81.0 70.53 0.75 4281.0 As4kM Total: 328.0 15059.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Comete,Int insui,Exterior 4.2 2726.0 2.28 6215.3 Exterior 2726.0 2.70 7360.2 Base Total: 2726.0 7360.2 As-Built Total: 2728.0 6215.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 t.Exteriorinsulated 63.0 6.40 403.2 Exterior 63.0 6.40 403.2 Base Total: 63.0 4032 As-Built Total: 63.0 403.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM= Points Under Attic 2751.0 2.80 7702.8 1.Under Attic 30.0 2751.0 2.77 X 1.00*9 9 7620.3 • •• 9006 9800 • Base Total: 2751.0 7702.8 As=Built Total: 275?.0 i • 9 7620.4 900.96 •9 •• 966. 6 FLOOR TYPES Area X BSPM = Points Type R-Value "W•X SPM• = PgJUt& Slab 305.0(p) -20.0 -6100.0 1.Sian-Grade Edge Insulation 0.0 305.0(p••• -20.0©•••• -&as Raised 0.0 0.00 0.0 09900• • ••• 0996 96 •e •• • 0900 • Base Total: 46100.0 As-Buiit Total: 3W.0 6: ' -6100 INFILTRATION Area X BSPM = Points Area•X SPM**= Points 2751.0 18.79 51691.3 2751.0 18.79 51691.3 EnergyGauge®DCA Form 600A-2004R EnergyGaugeO/FIaRES2004 FLRCSB v4.5 FORM 60OA-20048 EnergyGauge®4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 123 N.E 97TH STREET, MIAMI SHORES, FL, 00000-0000 PERMIT#: BASE AS-BUILT Summer Base Points: 76175.5 Summer As-Built Points: 74889.0 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 30=btuh,SEERIEFF(13.0)Ducts:Unc(S),Unc(R)Jnt(A,6j R8.0(M) 74889 0.42 (1.08 x 1.165 x 0.90) 0.260 0.950 8549.8 (sys 2:Central Unit 42000btuh,SEER/EFF(13.0)Ducts:Urtc(S),Unc(R),Inty",R8.OQNS) 74889 0.58 (1.08 x 1.165 x 0.90) 0.260 0.950 11969.8 76175.5 0.3250 24757.0 74889.0 1.00 1.109 0.260 0.950 20519.6 6666 . . 0000 0000.. 0000.. 0000 0000.. 060.6. 0 0000.. 6666 6666 . . 0000 0000 0000. 0000 0000.. 0000 0000. 0000.. . . 0000 0000.. 0000 . . 0000.. EnergyGaugeTm DCA Form 600A-20048 EnergyGauge®/FlaRES2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge®4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 123 N.E 97TH STREET, MIAMI SHORES, FL,00000-0000 PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF= Point .18 2751.0 3.60 1783.0 1.Singie,SHGC=0.75 N 2.0 4.0 102.0 6.03 0.98 603.0 2.Singte,SHGC=1.75 E 2.0 4.0 86.0 4.77 1.05 429.0 3.Single,SHGC=0.75 S 2.0 4.0 59.0 4.49 1.13 300.0 4.Single,SHGC=0.75 W 2.0 4.0 81.0 5.49 1.01 447.0 As4kdk Total: 328.0 1779.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Concrete,Int haul,Exterior 4.2 2726.0 1.02 2780.5 Exterior 2726.0 0.60 1635.6 Base Total: 2728.0 1635.6 As-&ilt Total: 2726.0 2780.5 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 QA 1.Extedw Insulated 63.0 1.80 113.4 Exterior 63.0 1.80 113.4 Base Total: 63.0 113A As-Built Total: 63.0 113A CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM X WCM= Points Under Attic 2751.0 0.10 275.1 1.Under Attic 30.0 2751.0 0.10M.00- 275.1 • • 0000 0000 • Base Total: 2751.0 276.1 As-Built Total: 2751:4 ' •' . : 275.1 • FLOOR TYPES Area X BWPM = Points Type R-Value A1-ls§'X WPM' = P(4"Slab 305.0(p) -2.1 -640.5 1.Slab-On-Grade Edge Insulation 0.0 305.0{ •• -2.15••• 44.6 00 Raised 0.0 0.00 0.0 00.00• • 0 0000 Base Total: 440.6 As-Buitt Total: INFILTRATION Area X BWPM = Points A4U:'* Points• 2751.0 -0.06 -165.1 2751.0 -0.06 -165.1 EnergyGauge®DCA Form 600A-2004R ErwgyGauge®/FMRES-2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge®4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 123 N.E 97TH STREET, MIAMI SHORES, FL, 00000-0000 PERMIT#: BASE AS-BUILT Winter Base Points: 3001.5 Winter As-Built Points: 4142.5 Total Winter X System = Heating Total X Cap X Duct X System X Credit = He Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Paints) (DM x DSM x AHU) (sys 1:Electric Strip 27300 btuh,EFF(1.0)Ducts:Une(S),Unc(R),Pnt(AH),R8.0 4142.5 0.444 (1.076 x 1.137 x 0.91) 1.000 0.950 1947.1 (sys 2:Electric Strip 34130 btuh,EFF(1.0)Ducts:Unc(S),Unc(R),Int(AH),R8.0 4142.5 0.556 (1.076 x 1.137 x 0.91) 1.000 0.950 2434.2 3001.5 0.5540 1662.9 4142.5 1.00 1.113 1.000 0.950 4381.2 0000 . . 0000 0000.. 0000.. 0000 0000.. 0000.. 0000.. 0000 0000 . . 0000 0000 0000. 0000.. 0000 0000. .. .. 00 . 0000.. ...... . . . . 0000 090.0. 0000 . . ...... .. . . 0. 0000 EnergyGaugeTM DCA Farm 60OA-2004R EnwWGauge8/F1aRES'2004 FI_RCSB v4.5 FORM 60OA-2004R EnergyGauge®4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 123 N.E 97TH STREET, MIAMI SHORES, FL, 00000-0000 PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2273.00 6819.0 None 0.88 3 0.25 1216.00 1.00 912.0 None 0.88 3 0.75 1216.00 1.00 2736.0 As-Built Total: 3648.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 24757 1663 6819 33239 20520 4381 3648 28549 PASS msr o = _ Oee .0000• •• •• .•.•.• =Sr�.�oa�� 00.0.0 • !!!!I y♦ 4''.19••',iNW.'4 •••••• 0000 0000 • • +� •••• 0090 0000• * zy •••9•• • •0# •0.0• •••••• 0000 • #000.0 S CODf� 0000•• • •• • • •••• 00.00• • • • •••• • • EnergyGaugeTM'DCA Form 600A-2004R EnergyGauge@/FIaRES2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge®4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 123 N.E 97TH STREET, MIAMI SHORES, FL, 00000-0000 PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1 ABC.1.1 Maximum:.3 c .ft.window ar ;.5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1 ABC.1.2.1 Caulk,gasket,weatherstrip or seat between:windows/doors&frames,suffour ci'ing wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility mations,between wall mels&top/bottom plates;between walls and floor. EXCEPTION:Frame wags where a continuous infiltration barrier is it mtalted that extends from and is seated to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Perietrations/openings>1/8"sealed unless backed by truss or joint member's. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1 ABC.12.3 Between walls&dings;penetrations of ceiling plane of top floor,around shafts,chases, soffits,chimneys,cabinets sealed to eonlimmm air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is hsta W that is sealed at the perimeter,at penetraftm and seams. Recessed Lighting Fiodures 606.1 ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed'inside a sear 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 periffteter of floor cavity between flocs. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. Aj��" 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1 ABC.3.2.Switch or clearly marked circuit breaker electric or cutoff must be provided.External or buiQ-In heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Nan-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal.w w 0A11A- --_ - e of 78%. _—__—_--_-- • • w••••• •9_w•• Shower heeds 612.1 Water flow must be restricted to no more than 2.5 gallorts per mu% atm PSIGr • te— Air Distribution Systems 610.1 Ag duds,fittings,mechanical equipment and plenum charnbe • W mechAt ly• ••••• attached,sealed,insulated,and iru t ned in accordance with thd#ditAbf Section 6T0. • ••• Ducts in unconditioned attics:R-6 min.insulation. 0 0000• *040 • HVAC Controls 607.1 a readily accessible manual or automatic thermostat for ENO em. *so* • w • • ••• • •• •••• Insulation 604.1,6021 Ceitings��Min.R-19.Common wags-Frame R-11 or CBS R-3 both sides! • • • •• •• •• • •• •• Common ceiling&floors R-11. • ••w• w • EnergyGauge"'DCA Form 60OA-2004R ErwgyGaugeWFIaRES'2004 FLRCSB v4.5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =89.0 The higher the score,the more efficient the home. , 123 N.E 97TH STREET, MIAMI SHORES, FL, 00000-0000 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a- Central Unit/Split Cap:30.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER 13.00 4. Number of Bedrooms 3 _ b.Central Unit Cap:42.0 kBtu/hr _ 5. Is this a worst case? No _ SEER:13.00 _ 6. Conditioned floor area(fP) 2751 ff _ c. N/A _ 7. Glass type I and area:(Label regd.by 13-104.4.5 if not default) _ a. U-factor. Description Area 13. heating systems (or Single or Double DEFAULT) 7a.(Sngle Default)328.0 W _ a. Electric Strip Cap:27.3 kBtu/hr _ b.SHGC: COP:1.00 _ (or Clear or Tint DEFAULT) 7b. (SHGC 0.75)328.0 W _ b.Electric Strip Cap:34.1 kBtu/hr 8. Floor types COP:1.00 a. Slab-On-Grade Edge Insulation R=0.0,305.0(p)ft _ c. N/A _ b.N/A c. N/A _ 14. Hot water systems 9. Wall types a. Instantaneous(Propane) Cap:5.0 gallons a. Concrete,Int Insul,Exterior R=4.2,2726.0 ft- _ EF:0.88 _ b.N/A _ b.Instantaneous(Propane) Cap:7.0 gallons c. N/A _ EF:0.88 _ d.N/A _ e. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types DHF Dedicated heat pump) a. Under Attic R=30.0,2751.0 ft- _ 15. HVAC credits PT, _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, *000 11. Ducts PT-Programmable Thermostat, • e '*000 000000 a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=8.0,10.0 ft _ MZ-C-Multizone cooling, 'go 0 • • •' b. Sup:Unc. Ret:Unc. AH:Interior Sup.R=8.0, 10.0 ft _ MZ-H-Multizone heating) *6000* '••'•0 *090:0 • 00••64 • • • •466•• 0000 0646 • • 666• •66• •446• I certify that this home has complied with the Florida Energy Efficiency Code For Building 0000** *0%6 Construction through the above energy saving features which will be installed(or exceeded) ••6.6 4 y0 _ 'trA 0000 in this home before final inspection.Otherwise,a new EPI,Display Card will be completed •• • yam` -�o ==r o�' 4' based on installed Code compliant features. " a� Builder Signature: Date: •6• ° • Address of New Home: City/FL Zip: �CaD WF *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 IIS EPA/DOE EnergySt P designation), your home may qualify for energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters.For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. 1 Predominant glass type.For actual glass type and areas,see Summer&Winter Glass output on 2&4. EncrgyGauge®(Version:FLRCB v4.5) FORM 60OA-2004R EnergyGauge®4.5 FLORIDA ENERGY EFFICIENCY FOR BUILDING C®NBTRUCTI® �� Florida Department of Community Affairs MAR 0 2009 Residential Whole Building Performance Method A 13 Project Name: BUTLER RESIDENCE REV Builder: Address: 123 N.E 97TH STREET Permitting Office: City, State: MIAMI SHORES, FL 00000-0000 Permit Number. Owner: Jurisdiction Number. 232800 Climate Zone: South 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a- Central Unit/Split Cap:30.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER:13.00 _ 4. Number of Bedrooms 3 _ b.Central Unit Cap:42.0 kBtu/hr 5. Is this a worst case? No _ SEER:13.00 _ 6. Conditioned floor area(W) 2751 ftz _ c. N/A 7. Glass type I and area:(Label regd.by 13-104.4.5 if not default) _ a.U-factor. Description Are, 13. Heating systems (or Single or Double DEFAULT) 7a.(Sngle Default)328.0 fly _ a. Electric Strip Cap:27.3 kBtu/hr b. SHGC: COP:1.00 _ (or Clear or Tint DEFAULT) 7b. (SHGC�0.75)328.0 f>? _ b.Electric Strip Cap:34.1 kBtu/hr _ 8. Floor types COP:1.00 _ a. Slab-On-Grade Edge Insulation R-0.0,305.0(p)ft _ c. N/A _ b.N/A _ c. N/A _ 14. Hot water systems 9. Wall types a. Instantaneous(Propane) Cap: None _ a. Concrete,Int Insul,Exterior R=4.2,2726.0 ft _ EF:0.88 _ b.N/A _ b.Instantaneous(Propane) Cap: None _ c. N/A _ EF:0.88 _ d.N/A _ c. Conservation credits e. N/A _ (HR-Heat recovery,Solar - 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Atti R=30.0,2751.0 W 15. HVAC credits PT, b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. NIA _ HF-Whole house fan, A. •••• Programmable Thermostat yr *000 • •L • • a. S AH:Interior Sup.R=8.0,10.0 ft W-C-Multizone cooling, I^r r • �i;L dd • _�r •• '• 0000 • nc. AH:Interior Sup.R=8.0,10.0 fl _ MZ II-Multizone heating) - • •, • • 0000 • 000• 0000 0 • • �` .J .4 Ib • Y�) / •. 00000 Total as-built points: 28549 "' 1 •• `: ...... Glass/Fl or Area: 0.12 Total base points: 33239 00 0 •000 • Review of the plans and S this calculation to a in e p ns and specifications theeFlorida Energy y specifications covered by this •••• • p4' � ?8 •0000 • ode. calculation indicates compliance p A 1 with the Florida Energy Code. DATE: fi '® Before construction is completed v this building;will be inspected for � hereby certify that this i ding designed, is' compliance with Section 553.908 compliance orida a Codes Florida Statutes. OWNE E BUILDING OFFICIAL: DATE: '� �' DATE: 1 Predominant glass type.For actual glass type and areas,see Summer&WiMer Glass output on pages 284. EnergyGauge43(Version: FLRCSB v4.5) • FORM 60OA-2004R EnergyGauge®4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 123 N.E 97TH STREET, MIAMI SHORES, FL, 00000-0000 PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF= Points .18 2751.0 30.53 15118.0 1 1.Single,SHGC=0.75 N 2.0 4.0 102.0 36.46 0.84 3112.0 2.Singte,SHGC=0.75 E 2.0 4.0 86.0 78.71 0.74 5009.0 3.Single,SHGC=0.75 S 2.0 4.0 59.0 66.93 0.67 2657.0 4.Single,SHGC=0.75 W 2.0 4.0 81.0 70.53 0.75 4281.0 As-Built Total: 328.0 16059.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Concrete,Int Insul,Exterior 4.2 2726.0 2.28 6215.3 Exterior 2726.0 2.70 7360.2 Base Total: 2725.0 7360.2 As43uilt Total: 2726.0 6215.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Exterior insulated 63.0 6.40 403.2 Exterior 63.0 6.40 403.2 Base Total: 63.0 403.2 As-Built Total: 63.0 403.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM= Points Under Attic 2751.0 2.80 77028 1.Under Attic 30.0 2751.0 2.77 X 1.00 0 0 0. 7620.3 • • 0000 0000 • Base Total: 2751.0 7702.8 As-1301 Total: 27510 • • : 7620.3 FLOOR TYPES Area XBSPM = Points Type R-Value ligp:X SPS Poke. Slab 305.0(p) -20.0 -6100.0 1.Slab-On-Grade Edge Insulation 0.0 305.Orp 0 0 -20.08 00 -618Q G 00 •0•• . 0000 Raised 0.0 0.00 0.0 •0 •• ••. •• •• • 0000 • ••O::•0 • • Base Total: -6100.0 As-Buitt Total: .0• • -61 • • • • INFILTRATION Area X BSPM = Points ;Vgb•� SQM0000POjlRls' 0000 2751.0 18.79 51691.3 2751.0 18.79 51691.3 EnergyGauge®DCA Form 600A-2004R Enw yGeuge9/FIaRES'2DD4 FLRCSB v4.5 • FORM 60OA-2004R EnergyGauge@ 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 123 N.E 97TH STREET, MIAMI SHORES, FL, 00000-0000 PERMIT#: BASE AS-BUILT Summer Base Points: 76175.5 Summer As-Built Points: 74889.0 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Poift) (DM x DSM x AHU) (std 1:Cerdrai Unit 30000btuh,SEER/EFF(13.0)Ducts:Unc(S),Utas(R),hd(AFt),RB.OQN8) 74889 0.42 (1.06 x 1.165 x 0.90) 0.260 0.950 8549.8 (sps 2:Cannel Unit 42000btuh,SEER/EFF(13.0)Ducts:Unc(S),Uno(RR),h#(AI),R8.OQNS) 74889 0.58 (1.06 x 1.165 x 0.60) 0.260 0.950 11969.8 76175.5 0.3250 24757.0 1 74889.0 1.00 1.109 0.260 0.950 20519.6 0000.. 0000 0000 00 0000 0000.... 0000.... 0000.. 0000.. 0000... 0000.... 0000.. 0000... 0000 0000 .. 0000 . 0000.... 0000.... 00 9 0000 . . 00000 0 9000000009 0000.. . . .0090. 0000 0000 *000 EnergyGaugeTm DCA Form 600A-2004R EnergyGauge®/F1aRES',=4 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge®4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 123 N.E 97TH STREET, MIAMI SHORES, FL, 00000-0000 PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Point .18 2751.0 3.60 1783.0 li.Sftfe,SHGC=0.75 N 2.0 4.0 102.0 6.03 0.98 603.0 2.Singte,SHGC-0.75 E 2.0 4.0 86.0 4.77 1.05 429.0 3.Single,SHGC=0.75 S 2.0 4.0 59.0 4.49 1.13 300.0 4.Singie,SHGC=0.75 W 2.0 4.0 81.0 5.49 1.01 447.0 As-Built Total: 328.0 1778.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Concrete,Int Insw,Exterior 4.2 2726.0 1.02 2780.5 Exterior 2726.0 0.60 1635.6 Base Total: 2726.0 1635.6 As-Built Total: 2726.0 2780.5 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Insulated 63.0 1.80 113.4 Exterior 63.0 1.80 113.4 Base Total: 63.0 113A As-Built Total: 63.0 113A CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM X WCM= Points Under Attic 2751.0 0.10 275.1 1.Under Attic 30.0 2751.0 0.10 X 1.QC**% 275.1 • • •••• •••• • Bex Total: 2761.0 276.1 As4kM Total: 27510 • • • : 275.1 FLOOR TYPES Area X BWPM Points Type R-Value Arg§,X WPI., Pol�'nts• l. = Slab 305.0(p) -2.1 -640.5 1.Slaty-On-Grade Edge Insulation 0.0 305.11 ** -2.18*** _ws • Raised 0.0 0:00 0.0 • • • • • •• •• •• • •••• • Bax Total: -640.5 As-Built Total: 22.00 • • • INFILTRATION Area X BWPM = Points RIv X WqM •.= PoW 2751.0 -0.06 -165.1 2751.0 -0.06 •• -165.1 EnergyGauge®DCA Form 6WA-20048 EmWGauge@1FIaRES22004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge®4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 123 N.E 97TH STREET, MIAMI SHORES, FL, 00000-0000 PERMIT#: BASE AS-BUILT Winter Base Points: 3001.5 Winter As-Built Points: 4142.5 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AMU) (sys 1:Electric Strip 27300 btuh,EFF(1.0)Duc ts:Unc(S),Unc(R),Int(AM),RB.0 4142.5 0.444 (1.076 x 1.137 x 0.91) 1.000 0.950 1947.1 (sys 2:Electric Strip 34130 btuh,EFF(1.0)Ducts:Unc(S),Unc(R),Int(AH),R8.0 4142.5 0.558 (1.076 x 1.137 x 0.91) 1.000 0.950 2434.2 3001.5 0.5540 1662.9 4142.5 1.00 1.113 1.000 0.950 4381..2- 669:00 381.2669.0. 6 . 6666.. 6699 9696 6 . 0 6 9 6666 6666 6 6 66 . . . 6666.. 6666 6666. . 6 9 99 .9 99 6 6666.. 9 6666.. . . . . 6666 6666.. 6666 . . 96996. .. . . 00 . 6 0000 EnergyGaugeTm DCA Form 600A-2004R ErwgyGauge8/FIaRES2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge®4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 123 N.E 97TH STREET, MIAMI SHORES, FL, 00000-0000 PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2273.00 6819.0 None 0.88 3 0.25 1216.00 1.00 912.0 None 0.88 3 0.75 1216.00 1.00 2736.0 As-BWK'Dotal: 3648.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 24757 1663 6819 33239 1 20520 4381 3648 28549 PASS �4TIiE ST'�1A •• • •• • i •• •••••• • 0 • • •••• •••• ••••• •••••• • ••• ••••• • • •••• •••••• EnergyGaugeT"DCA Form 600A-2004R EnergyGauge®/FIaRES2004 FLRCSB v4.5 • FORM 60OA-20048 EnergyGauge®4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 123 N.E 97TH STREET, MIAMI SHORES, FL,00000-0000 PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1 ABC.1.1 Maramam:.3 drn/sq.ft.window area;.5 cfm/sq.ft.door area. Exterior&Adjacent Wails 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 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 ate.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fbdures 606.1 ABC.1.24 Type 1C 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-storyHouses 606.1 ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. &14- Additional 1 4- Additional Infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1 ABC.3.2.Switch or dearly marked circuit breaker(ekx*m)or cutoff(gas}must be provided.External or built-in heat trap reguaed. Swimming Pools&Spas 612.1 Spas&heated pools must have overs(except solar heated).Non-commercial pools - must have a pump timer.Gas spa&pool heaters must have a minimum thermal 0 0 0• /Vl efficiency of 78%. __— -- 6 • 0000 ••••• Shower heads 612.1 Water fir must be restricted to no more than 25 gallons--per;mule at6 PSllo.* . • •• i99 •• 0000• Air Distribution Systems 610.1 All duds,fittings,mechanical equipment and pleeum cnambers • be mechanical 0000•• 41, attached,sealed,Insulated,and installed In accordance with the c r j"of Sectionn 610 • • Duds in unconditioned attics:R-6 min.insulation. • • • • HVAC Controls 607.1 areadily accessible manual or automatic thermostat for sagt6w9em. • Insulation 604.1,6021 C Ings-Min.R-19.Common walls-Frame R-11 or CBS R-3 bo#w dw* •• i ••••• Common ceiling&floors R-11. Vo:*: • • • 0000 066.9 • • 0000 • • • • • 0000•• • 9 EnergyGaugelm DCA Form 600A-2004R EnergyGaugeO/FlaRES-2004 FLRCSB v4.5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =89.0 The higher the score,the more efficient the home. , 123 KE 97TH STREET, MIAMI SHORES, FL, 00000-0000 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit/Split Cap:30.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER:13.00 _ 4. Number of Bedrooms 3 _ b.Central Unit Cap:42.0 kBtu/hr 5. Is this a worst case? No _ SEER:13.00 _ 6. Conditioned floor area(ftz) 2751 ft= _ c. N/A 7. Glass type I and area.(Label reqd.by 13-104.4.5 if not default) _ a. U-factor. Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Sngle Default)328.0 ftz _ a. Electric Strip Cap:27.3 kBtu/hr b.SHGC: COP:1.00 _ (or Clear or Tint DEFAULT) 7b. (SHGC=0.75)328.0 W _ b.Electric Strip Cap:34.1 kBtu/hr _ 8. Floor types COP: 1.00 _ a. Slab-On-Grade Edge Insulation R=0.0,305.0(p)ft _ c. N/A _ b.N/A c. N/A _ 14. Hot water systems 9. Wall types a. Instantaneous(Propane) Cap:5.0 gallons a. Concrete,Int Insul,Exterior R=4.2,2726.0 ftz _ EF:0.88 _ b.N/A _ b.Instantaneous(Propane) Cap:7.0 gallons _ c. NIA _ EF:0.88 _ d.N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0,2751.0 ft- _ 15. HVAC credits PT, _ b.NIA _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, Goof 11. Ducts PT-Programmable Thermostat, • • •....• 0000•0 a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=8.0,10.0 ft _ MZ-C-Multizone cooling, •• • • • • b. Sup:Unc. Ret:Unc. AH:Interior Sup.R=8.0, 10.0 ft MZ-H-Multizone heating) see:** •• •• •••••• 0000•• • • • 000.0• 0000 0000 • • 0000 0000 00000 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) •••••• o �TArA 000:9 in this home before final inspection.Otherwise,a new EPL Display Card will be completed 00:0 H r., € • based on installed Code compliant features. • Builder Signature: Date: '•.' 0a •; Address of New Home: City/FL Zip: coD WE^c�`�� *NOTE.- The home's estimated energy performance score is only available through the FLAA ES computer program. This is not a Building Energy Rating.if your score is 80 or greater(or 86 for a US EPAIDOE EnergySta?' designation), your home may qualify for energy efficiency mortgage(EENT)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or seethe Energy Gauge web site at www fsec.uc.edu for information and a list of certified Raters.For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. 1 Predominant glass type.For actual glass type and areas,see Summer&Winter Glass output on2&4. EnergyGauge®(Version:FLRCB v4.5) Miami Shores Village CI - ---- ---- Building Department PW MAR , �` �s 0115 ST.&- 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 0 6 2019 Tel:(305)795-2204 Fax:(305)756-8972 BY: "M 105)762-4949 FBC 20 l 0 BUILDING ,�L ;' �� S , ONI Aaster Permit No. R-c"Os F PERMIT APPLTCATIOW- Sub Permit No. 114,0 19 410 r-]BUILDING 'z ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL MPLUMBING MMECHANICAL OPLIBLICWORKS MCHANGE OF ❑CANCELLATION E] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: �-7 zt/e- 7- City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): &06 b L-"L- Phone#: Address: AV AIL LF 7 1,,f City:- '4� 1742Z Sl-e�,(!� -State: Zip: Tenant/Lessee Name: Phone#: 7 Z Email: CONTRACTOR:Company Name: l UMC Phone#: Address: :2 o 3ell City: 1� Z State: b e17 � IW Qualifier Name: Zee4lll Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNE rchite Engineer: CAM P6lz-(- (-- Phone#: T 754.- 5 Address:(!F?3-7 Z) A J O �?- C>51� State: Zip: -5513f5 Value of Work for this Permit:$ n —Square/Linear Footage of Work: Type of Work: F-1 Addition F-1 Alteration ❑ New 1:1 Repair/Replace ❑ Demolition Description ofWork: Specify color of color thru tile: Submittal Fee$ Permit Fee$ . 040 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$_ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ • LU (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instruments was acknowledged before me this The foregoing instrumen was acknowledged before me this day of ilk 20/ by / day of e ✓!G/�� 20 /�� ,by O who is personall— yTcppw to �� /l//� who is personall �e me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: ,^ �• f`� fl Sign: •' ' Sign: MIR c r+ .a •r:MY COIN�EE 21Ii4118 . Print: Print: OAY CrWW , 1917, EXPIRES J, zs.2o1a Seal: M?j3W 153 Seal: APPROVED BY l�,h`%�/� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014)