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RC-09-458Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: May 20, 2009 Inspector: Rodriguez, Jorge Owner: RAMIREZ, DIANE Job Address: 760 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PP3 CONSTRUCTION CORP Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060142080 Phone: (305)757 -5129 Building Department Comments May 20, 2009 Page 1 of 1 A p Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until May 20, 2009 Page 1 of 1 IAA% ltilnx Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 20 Permit Type (circle): Building Roofing Nmcmzumi MAR 2 3X009 g BY: Permit No. r`eJ09-K Master Permit No Owner's Name (Fee Simple Titleholder) rpiahe Phone # "oe g Owner's Address %(,p O iv -E. l to St( ee,�- City Mi. t,-k,1 S'\ ('€ State -F1— Zip '33\ 8 Tenant/Lessee Name Phone # Email NCO -PA f23C t9 G l� C6Drk ca. S+• n -1- Job Address (where the work is being done) '1 (4 0 NE, `Ms, S ce e. City Miami Shores Village County Miami -Dade Zip 3313% FOLIO / PARCEL # r 1 - 32-06 -• O ! Lt -- 2 n $"O Is Building Historically Designated YES NO te.'""°- Flood Zone Ni c l os - 389- 004.6" Contractor's Company Name .. pp„,..? � p. Phone # 3a - 7S 7- S /-29 Contractor's Address 75 0 Ate" . P6 AA rrr• f City Ms **al. S h cue e'S State Float, 014 Zip ..1%3' /-9 8 Qualifier Name • &rt'Lstee / ROC/of r�'%,y,-t_ Phone # JOS- 9S 7 -S/ ? State Certificate or Registration No. ('6 C /$/ (,, 5499 Certificate of Competency No. Contact Phone JOS -38 9 - 006.5' E -mail 1OA5 eow+s lXrie�i O r .6e izsg,4-Tfh . Niel Architect/Engineer's Name (if applicable) /v/it Value of Work For this Permit $ �� COO . " Phone # Square / Linear Foo ge Of Work: 8o Sf Type of Work: DAddition ©Alteration // New � '�epair/Replace El Demolition Describe Work: L3 *??4 goo .ro Reeoo -/r, 101 • < ******* ** * ********* ** ******* **** * ***** Fees************* *** * * ** * * ** ** * ** * **** *** * **** ** ' fl ee` OD•1 O . Permit Fee .$ /67 2 Notary $ .Training/Education Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ • Double Fee $ • . Total Fee Now Due $ 1 ' . See Reverse side -3. CCF $. Technology Fee $ • Structural Review. $ onding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) JtA- 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;ab.ence of such posted notice, the inspection will not be approved and.a.reinspection fee will be charged. Signature Owner or Agent r� 2 ontr:�or The fore oing instrument ywy as.acknowledged before me this �X Jam. The foregoing instrument was acknowledged before me this day of 1. (` 20 C"i , by. ! � l a L � t f 7; day o , 2009, by 6 RI'2. • /623,06. ae4 who is ersonally kno to me • who i ersonally known me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My CornmisgOTAW II C -STATE OF FLORIDA Marcela Corrales Commission # DD544179 Expires: APR. 24, 2010 Bonded null Atlantic Bonding Co., Inc. ******** ** * *. * * * * * * * ** * * ** * * * * * * * * * ** ** APPLICATION APPROVED BY (Revised 07/10/07j as identification and who did take an oath. • NOTARY PURLI- r Sign: Print: My Commission * * * * * * * * ** * * * * * * * * * * * * ** Plans Examiner Engineer (407) MARIE E RODGERS MY COMMISSION # DD746586 �,Iee EXPIRES January 25, 2012 398-0153 FladdahlotaryServloe.00m Zoning Clerk checked NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. } CO P- vsg TAX FOLK) NO. /I.f�a 06 0/ v ?d so STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. I 1111111111 CFN 2009R0271889 OR Bk 26828 Ps 1656; (1Ps) RECORDED 04/15/2009 09 :09:21 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTY► FLORIDA LAST PAGE 1 1. Legal description of property and street/address: /Moo' %Welws Sec .S P$ /C •J? 4' "/a L of 41% 4 3 A- 2. Description of improvement, As 04 R'>iyvov f d►tia'.v 3. Owner(s) name and address: 2)/014 1 V. SIC 461014 f 764 /V4 9/4 Sflteirt, ,y, , s%reupre r $ /.r$ Interest in property: Name and address of fee simple titleholder. 11/ /J!' 4. Contractor's name and address: /1P.3 COW MIS ,.a,, CO SO Nes' 4)44 0/S 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: /4' /, Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Irenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ: g. ate is sec 4 / '4_140 Signature of Owner , Print Owner's Name D I1 e S�- �- - Vc•(n irez Prepared by sit s Sworn to and subscribed before me this 14 day of Apfil1 , 20 c. FL_ UL R5ba1b0b .1 DXgi"l)aot2— Address: , 0 IV d" e:04 al. Notary Public 3 7iiwZyt W A r ..0, o irstossoa 01 Print Notary's Name to zZlELL- My commission expires: 123.61 -52 PAGE4 W02 STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is ° copy of tiro origin I filed ir� this office an lay of A 0 220___- - my hand and Ci+:;7■l al. Y RUViN, CLE. of Circuit and County Courts r q- ab)?oID 3 5- D.C. .... pLa SHUMINTRATA D. BUZZANELL a �P . en•. Notary Public - State of Florida •fir Commission Expires Apr 28, 2010 ,�����: P; Commission # DD 529448 X48 AP ` Bonded By National Notary Assn. 1. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP-109874 Pennit Nlumber PL- -3 -0)9 -496 Scheduled Inspection Date: May 19, 2009 Inspector: Levrock, James Owner: RAMIREZ, DIANE Job Address: 760 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: XIMENO PLUMBING Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060142080 Phone: 305 -829 -4050 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 45V Inspection Number: INSP- 109882 Permit Number: EL -3 -09 -497 Scheduled Inspection Date: May 19, 2009 Inspector: Devaney, Michael Owner: RAMIREZ, DIANE Job Address: 760 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: JC ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060142080 Phone: (305)754-6949 Building Department Comments P () 5q) Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. /Y,¼f,V4?2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: May 20, 2009 Inspector: Rodriguez, Jorge Owner: RAMIREZ, DIANE Job Address: 760 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PP3 CONSTRUCTION CORP Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number rcel Number 1132060142080 Phone: (305)757 -5129 Building Department Comments Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. ■•_.. An nn nn 11 --.- t n9 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 110951' Permit Number: MC- 4- 09,582 Scheduled Inspection Date: May 19, 2009 Inspector: Perez, JanPierre Owner: RAMIREZ, DIANE Job Address: 760 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PP3 CONSTRUCTION CORP Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: New Phone Number Parcel Number 1132060142080 Phone: (305)757 -5129 Building Department Comments Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 20 16, 37, c TETWT f,iA ( 2 7 ad BY: Permit No. 4 o9— Master Permit No. RC 0 ?- 4'S40 11 Permit Type: ELECTRICAL Owner's Name (Fee Simple Titleholder) 22 ++$ -NEB' Phone # 786- 375- 0887 Owner's Address 76 0 /VC PO le 4 3 fic ee 7L City /I/ 0#14/ - 24vVes State FLooeetele Zip Tenant/Lessee Name Phone # Email r•pM, rr2 lam" COgrcaws,. ,Al!f Job Address (where the work is being done) 7(c? NE QG r'4 Sheer -74 City Miami Shores Village County Miami -Dade Zip .3.3 /2,e FOLIO / PARCEL # - 3 7 4 ' 4 - / 4 / - 0 .2t) 80 Is Building Historically Designated YES NO 4/ te) Contractor's Company Name INC) Contractor's . dress 1111 1 , IOC %.11 City Qualifier Name S ! i % 'tI L* �, ,i Phone # • State Certificate or Registration No 7E0 an L C-rtificate of Competency No. Contact Phone E -mail Architect/Engitreer's Name (if applicable) Phone # Value of Work For this Permit $ ��� • �' Square / Linear Footage Of Work: Flood Zone Phone # . L l /S • 154 *041 Ty s E of Work: ['Addition ['Alteration Describe Work: C -c 73,4g r ['New [' Repair/Replace [' Demolition c o '- -. 5 1r.2 r fro :******* * * **** * *** * * ********** * **** ** *F ************* * * ** *** * ** * ** * ** * * ***** * ***** ** Submittal Fee $ 50. CO Permit Fee $ /60' ®P CCF $ 0 4(a0 CO /CC Notary $ Training/Education Fee $ 0.O Technology Fee $ -T Scanning $ 3.00 Bond $. Code Enforcement $ Structural Review. $ Total Fee Now Due $ 119.• Radon $ DPBR $ . . Zoning $ Double.Fee $. See Reverse side --+ ®riding 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 Owner or Agent • \ Contractor The foregoing instrument was acknowledged before me this The foregoing ' strument was acknowledged before me this day of •, 20 _, by , day of • , 20 , by - C- 4. ger—. who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUt °LICo: -o Y a, Notary Public State of Florida- NOTAitY PUBLIC: ' Roxana Blanco My Commission DD726811 Expires 10/21/2011 Sign: !� / / cot My Commission Expires: Sign: 1,1-' -/)44 Print: sMY COMMISSION # DD 618973 EXPIRES: January 29, 2011 Bonded Thru Wit/ public Undeiwrfeis *******************************•****** ** ******************* ***:k****** ** * ******* *** ******* k** ********** *** ** APPLICATION APPROVED BY i- Z%'laVid Plans Examiner Zoning. Engineer Clerk checked (Revised 07 /10/07) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC MAK 2 7 2009 ..►�� gY:.. Permit No. PI 09 49(P Master Permit No. RC() 9 f"-58 Permit Type: Plumbing p Owner's Name (Fee Simple Titleholder) 2? /P?AVP cl1J� teca[ 7` Phone # 786 -3 75 4889 / 6 v ,A/ 94 <S/n'er- Show rs State ?ooe i014 Zip 31/36 Owner's Address City oolcd, Tenant /Lessee Name Phone # E -MAIL: gokto.if err. f' coo.,ea.2 7?. ,/e 7 S ?<S-S Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip .,3.3/3' FOLIO / PARCEL # / /- ,3a?O&-0 /Y —avF"O Is Building Historically Designated YES NO V Contractor's Company Name X \, Contractor's Address '\ 0 City Qualifier Name 3cA).e.,r _ ,U State Certificate or Registration No. C FC E -MAIL: State F. Phone # � n e/ l �t 0 c7 0 Zip 0 Phone # g -3 kS Certificate of Competency No. Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ D o 0 Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration ❑New Describe Work:;\"c\,.,r,06■/\,,. \,..e�^�o�\ ❑ Repair /Replace ❑ Demolition SJbmliQ Fee ***************************************Fees t Fees kr.xr.xx*,rrxrxxxxxxxxxxxxr.rxxxxxxx**.< � * - ; Permit Fee $ $ O'(Q,O CO /CC Notary $ Training /Education Fee $ Technology Fee $ 4-50 Scanning $ -00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ 1 59 fD See Reverse side Structural Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip iF 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 U Contracto The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20,by , day of ,20 ,by who is personally known to me or who has produced NOTARY PU Sign: Sign: !� ide_r otary PubUc S e w Florida y r Roxana Blanco My Commission 00726811 Expires 10/21/2011 an oath. who is personally known to me or who has produced fic'�atto'( ri e : • ath. Notary Public State of Florida NOTAR .'JI; Roxana Blanco My Commission 00728811 Expires 10/21/2011 Print: "Fora- vL.a, 13a✓��� My Commission Expires: * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * ' * * * * ** *% XXXxx* **************************** %%X)CY.Y. * *Y.* ******** ******:'K Print: ,,,,-A, La.,,,. C.A. My Commission Expires: APPLICATION APPROVED : Y: (Revised 02/08/06) Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33 t 38 Teh (305) 795.2204 Fox (305) 756.8972 . BUILDING PERMIT APPLICATION FBC 20 •1 APR ;. .10 BY: Permit No. iV1009-5C9N Master Permit No Pe-of ysg Permit Type: MECHANICAL Owner's Name (Fee Simple Titleholder) Lb give" Sicewir-«. Phone # 716 • 7S- 06 99 • Owner's Address 7 6 6/<,--- 9a 044 ** -S City /1th-361' 3 o, te-s . State -F/si Zip .:72/.349 Tenant/Lessee Name Phone # Email • iktimiy70( eles*“ cool/ le.- Abe k Job Address (where the work is being done) 7 6' eioge." 9'6 ,-*-git .r/Iltre-, City Miami Shores Village County Miami-Dade. • Zip ..r.r FOLIO / PARCEL # Jae& - e2 d90 Is Building Historically Designated:. YES • NO ContraCtor's Company Name /DP-f 63.a•st ke4 ed 0 C"...7/0 Phone # 'Contractor's Address 'S() City tipsy 41.a 54. •ces . State .re,;4. • • Zip iS2 ;241; • Qualifier Name (7,44414.'t• / ??4414 ef# r Phone # SOS- State Certificate or Registration No. C C (S4 S. f . Certificate of Competency. No. Contact Phone 30J38 r-a 06 c E-mail PAS ro«.44c0 e. ;1:4i Flood Zone 304= .313f-c704-s- sor - '$7-$7 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ /gra 0 Square /Linear Footage Of Work: Tye of Work: 0Addition ['Alteration esedbe Work: (AP) Roi. ONeW Ar'S 0 Repair/Replace jJ Demolitioh .140 10051... • ***************************************F ******************************************** ISO ve)C) ' ' 0.(10 - co/cc 'Submittal Fee $ • • • • Permit Fee $ ' CCF S Notary $ atFee S raining/Educion .. . 0-90 TechnOlogY F'ee $ Scanning $ ..3 ft) Radon $ . • DPBR $ . Zoning $ Bond $. . . • ' Code Enforcement $ • . , Double Fee $ • • • • Total Fee Now Dile $ Structural RevieVv, $ • See Reverse side -+ orading Company's Name (if applicable) Bonding Compagy,'s Address City State Zip Mortgage Lender's Name (if applicable) /'ii/W 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 F.i.F•CTRICAL 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 fe ' will be charged Signature The fore day of :owner or Agent instrument was ac owledged 'More me thP i s_ 1 ,2 €,by 0 ' . VII w o is personally known to me or who has produced 100 •O d ' Q062 As identification and who did take oath. a'k~ o OTA i' Y PU i. ii A 4�tip�4,� &<tt•° _ � Signature. % Co /actor The for Ding instrument was ackno .led ,r a be , day of , 200C 1 b who s personally known to me or who has produc .11 Sign: Print: My Commission Expires: N(•TA Sign: Print: identification and who did take an oath. 1:i'Kb 11 _ _ /.1I lJ ce ��„� La' o_';<•. My Co mrraissiori Expires: an k*** k**:k******* k * *** k*%k%R?R+k**:k* k***:k**** *** * ******************************* * * ***** * ****** * * ***** ****** **** APPLICATION APPROVED E1' (Revised 07 /10/07) Plans Examiner Zoning Engineer Clerk checked Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC.1111 APR 0 8 2009 BY: Permit No. OZ3 Master Permit No. / ?!' 01- V:S'P Permit Type (circle): Building Roofmg Owner's Name (Fee Simple Titleholder) ?ewe' .� r rw y Phone # 786 - 3 '7S- 088 r Owner's Address 76o /V &' 96 ) S'Iate -elf City iiicoi<.r. S d 00c ..s state Zip 3.3 /3e Tenant/Lessee Name Phone # Job Address (where the work is being done) 76 d Nc-" /2 J't rS City Miami Shores Village County Miami -Dade Zip 33/9£ FOLIO /PARCEL# / /-as? - O /c/; .` 8c Is Building Historically Designated YES NO X' Contractor's Company Name PRI C'owr 444 e b owe 4,er. Contractor's Address S / eve- 0! .ef • 4'4r e/ 30s- 289-006S Phone # to S ?.$7- S/ ? F City /`t . S.4 c.., State r CAt Qualifier Name Lt r e l �Oe:/�t • y v �a State Certificate or Registration No. C 6 c / S/ G s v f zip 33 438 Phone# Sat -'%S7 $ /'F Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ .3 S v e Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace Describe Work: /e/ /n r e- %) A rr n o c i w. v c% ❑ Demolition *********************tic*********** ***Fees******************************************** Submittal Fee $ Permit Fee $ Notary $ �' Training/Education Fee $ Scanning $ '00 Radon $ %o //� 0.90 CCF $ 0 '(O n Technology Fee $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ Zoning $ Double Fee $ c Total Fee Now Due $ R4'SS • See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 11/". 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, BOIT.RRS, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and'a reinspection fee will be charged. Signature O The fore oink instrumen wner or Agent t was acknowledged bef•, e me this - The fore Ding nstrument was ackno by US) Q' YP . ; day of to me or who has produced 11 ` r s wh.,is personally known to me or who has produced day of h • is personally known edg�, �>` I be ore me this l . , 20 by 66d. _ identification and who did take an oath. at AApp„� • 0da+ cad sYt NO ARYaPUBLIC: Sign: Print: My Commission Expires: identification and who did take an oath. NOTA PUBLIC: Sign: Print: My Commission Expires: ********************************$ s' R < +k*+k**** k*rkda**********+k***+k**** k*+k*******ak***** APPLICATION APPROVED BY: (Revised 07/10/07) Flans Examiner Engineer Zoning FLOOR PLAN BEDROOM 2 CLOSET BEDROOM 1 FAMILY ROOM LIVING ROOM DEN KITCHEN LAUNDRY BATHROOM 3 DINING ROOM BEDROOM 3 Imo• •r, • • •• . <2 •• • 9611-15112.411 54 3ii38 • • • • • • • rez • ••• • • • • • ••• • • • • ••• • • • • • • ••• • • • • • • • • • •• •• • • • •• •• • • • ••• • • • • • • • • IN 7' -6" 8' -0" k 5' 0" BATHROOM 1 6 2 3 4 I 1 1 I I I I 1 FLOOR PLAN BATHROOM 1 k 5' -0" 7 SHOWER ELEVATION BATHROOM 1 1 Remove Existing Tub & provide new shower 2 Replace existing toilet 3 Replace exisitng pedestal sink 4 Replace exisiting tile 5 New Glass Shower Door • • • • •• • 6 Replace existing window • •••• 7 New Dual Showerheads with si!r♦gjeOlve • ••• • • •••• • • • • • •• •• • •• • • • • • •• .• • • • • • • • • • 8 Replace existing outlet with nea0 GR outlet • • • • • • • • • • • • • 9 Existing Mirror to remain • • •••••• • • •••• • • • • •• • • • •• • • 10 New Exhaust fan with heat lamp • • • • • • k 7' 6" 8 10 ct- NN NN 4 3 2 L_ 1 n SINK & TOILET ELEVATION BATHROOM 1 ADDRESS: 760 NE 96TH STREET MIAMI SHORES, FLORIDA 33138 OWNER: Mr. & Mrs. Stewart Ramirez BATHROOM 2 k 4' -0" 91 8' -0" v 3 4 FLOOR PLAN BATHROOM 2 4' 0" 5 SHOWER ELEVATION BATHROOM 2 7' -0" 1 Remove Existing shower & provide new 2 Replace existing toilet 3 Replace exisitng pedestal sink 4 Replace exisiting tile 5 Replace exisitng Showerhead & uaIve • . . • •• • 6 Replace existing outlet with new'GF1 b? tlet 7 Existing Mirror to remain 8 New Exhaust fan 9 Replace exisitng wood door h 7' -0" •••• • • •••• • • .• .. • • • • • • • • •• • • • •• • • •••• • • • • • • •. • • • •• • • • • • • • • • • • • • • •• •• • •••• • • •••• • • • • • • •••. 8 ;.9 ,-! e'P %e ✓�i 6- Tyz /'�26r i-e 4 2 H I SINK & TOILET ELEVATION BATHROOM 2 ADDRESS: 760 NE 96TH STREET MIAMI SHORES, FLORIDA 33138 OWNER: Mr. & Mrs. Stewart Ramirez MIAMI DE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO PRODUCT CONTROL DIVISION MIAMI DARE COUNTY, FLORIDA METRO -DADE FLAGLER, BUILDING FLAGLER STREET, $'Vitt 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 www.bnihlkgs far . 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 ART (m areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance per. 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, nce, if it is determined by RTami Dade County Product Control Division that this product or material fails to meet the requirements of die applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hunlcane Zone of the Florida Budding Code. DESCRIPTION: Series S11-71* Aluminum Single Hang Window - L1VLI, APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact", sheets 1 rough 11 of 11, dated 9 /1/05, with revision dated 1/24/06, prepared. by PGT Industries, 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 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 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 05- 101 &01 Expiration Date: March 23, 2011 Approval Date: March 23, 2006 Page l PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI1 TED A. DRAWINGS L Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact", dated 9/1/05, with revision A dated 1/24/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Large Missde 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 Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 36032 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 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 an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4648, dated 08/10/05, signed and sealed by Edmund° Largaespada, P.E. 4. 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 Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FI'L- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of an Al l i 1. ...‘ Single Hung E -1 Product Contro a: , e. NOA No 1:: 1018.01 Expiration Date: March 23, 2011 Appal Date: March 23, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SITBMITTED Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FI'L -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 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 Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. F IL- 4649, dated 08111/05, signed and sealed by Edmundo Largaespada, P.E. 7. 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 an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 8. 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 Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. . C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E130 -98/02 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 for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance-No. 03-0827.08 issued to Solutia Inc. for their " Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER L Letter from the consultant, dated December 15, 2005, stating that the is in compliance with the Florida Building Code (FBC). E -2 P = -' '.K Product Control NOA No 05- 018.01 Expo ration Date: March 23, 2011 Approval Date: March 23, 2006 GENERAL NOTES: IMPACT SINGLE HUNG WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET2) A 5/18' LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 818° LAMA CONSISTING OF (1) LATE OF 1/8 ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. C. 5/18' LAMA CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/18' LAMI CONSISTING OF (2) LITES OF 3/18' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E 718" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16* LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16' LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5118' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLPJUKEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/18° LAMI 10: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 518° LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1)1.1TE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 1.13/16' LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/18' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTAOITE OR MAXIMUM PVB INTERLAYER. J. 13/18" LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18' LAMI CONSISTING OF (2) UTES OF 3/16' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16' LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716' LAMI CONSISTING OF (1) UTE OF 3/18° ANNEALED GLASS AND (1) UTE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB. L.13/16' LAMI 1G: (1) LATE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/181 LAMI CONSISTING OF (2) LITES OF 3N8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: 'OX' (1/1, VIEW AND RADIUS TOP, ALL WI LOW OR HIGH SILL OPTION) 3. DESIO N PRESSURES: (SEE TABLES, SHEETS 3) 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 130088. 4. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW.101NT SEALANT OR GASKET. 7. REFERENCE TEST REPORTS: FTL-4848, FTL -1848, FTL 7, FTL.4848, FTL 9, FTL -4880, FTL.4881 AND FTL-4723. Q 8. SERIES/MODEL DESIGNATION 814700, ALSO REFERRED TO AS 814701. rfi: aaa wade, oft 1/14/06 �ex FJC FJC W1,V5 Ilsolefers: 17 A ADD FTL472370 NOTE 7. aembr4. dL 10110/05 1Rl0 TECHNOLOGY O7YE NONG A 1104210 P.13. 09% 1628 N014033S. FL 30274 V,ibla Better GENERAL NOTES NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS.... 2 DESIGN PRESSURES...,3 ELEVATIONS 4 VERT. SECTIONS 8 HORIZ. SECTIONS.... 5 PARTS CORNER DETAIL ......... 7 ALUM. SINGLE HUNG WINDOW, IMPACT 814700 I NTS 1 a 11 4040.20 I 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 8/16° NOM. 5/16" LAMINATED GLASS. C] XE fERIOR INTERIOR[ (ALL SECTIONS) 3M8 ANNEALED OR HEAT STRENGTHENED GLASS .090 SOL.UTIA OR DUPONT PVB INTERLAYER 3118' ANNEALED OR HEAT STRENGTHENED GLASS 7/18• LAMINATED 7/16" LAMINATED GLASS 1B' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTLA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 6/16' LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/16" NOM. 13/16' LAMI IG GLASS W/ 5/16" LAMI 3118' ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 3118' ANNEALED OR HEAT STRENGTHENED GLASS 7118° LAMINATED AIRSPACE 1/6' HEAT STRENGTHENED GLASS 13118' NOM. 13/16" LAMI IG GLASS WI 7/16° LAMI Rood Sp Dads ftesfara twa Ra4wm U24115 x105 tatters A ObooladtlY, aft J.J. 10/10105 NO CHANGE 7798 SJIEET 1070 TECHNOLOGY DRIVE NG WNW. FL 31:78 P.0.8OX 182e NOKOMIS FL 34274 .GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT fitarfartidat 1%11 Most 2 ®11 I�e� 20 I A Robert L Clark; P.E. PE 838712 StruotlpXl 1/1 WINDOWS WITH HIGH ' GLASS TYPE SILL OPTION TA 1. WINDOW HEIGHT WIDTH 44" ' 60 0/8" ' 69112" 63" 78" 26" A,B,G,H +80.0 - 80.0 +80.0 - 80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 32" A& G.1-1 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 - 80.0 +88.1 -881 37" A,B,G H +60.0 - 80.0 +80.0 -80.0 +74.4 -74.4 +89.8 -68.8 +87.2 -87.2 40" AB.G.H +80.0 -80.0 +80.0 - 80.0 +98.0 -88.0 +63.3 -63.3 +64.0 -84.0 44" AB,G,H +880 -80.0 +75.8 -75.8 +80.6 -60.8 +57.4 - 57.4 +68.8 -88.6 48" A.B,G,H +80.0 -80.0 +88.6 -38.8 +68.5 -56.6 +53.0 - 63.0 +53.5 -531 831/8" A,B4O,H +80.0 - 80.0 483.4 -83.4 +52.0 - 62.0 +47.8 - 47.9 +48.3 -482 UP TO 831/8" C,D,E,F,I,J,K,I ALL HEIGHTS TO 76" 41014 +80.0 -80.0 MEETING RAIL 8A9H STANDARD VIEW AND RlDIUS GLASS TYPE TOP WINDOWS WITH HIGH sal OPTION TABLE 2. WINDOW HEIGHT OVER 8A8H HEIGHT 293/4" 38 318" 44" 80 818" 1 03" 72" 74" 78" WIDTH 1215118" 18 318" 18 818" 218718" 251/4" 2913/16" 30 818" 37 7/18" 26" 4,5,0,14 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70,0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 32" A,13 0,H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +67.8 -67.8 +58.1 -58.1 +68.8 -58.6 +68.2 -56.2 37" AB,G,H +70.0 -70.0 +70.0 -70,0 +70.0 -70.0 +70.0 - 70.0 +88.0 -88.0 +81.3 -51.3 +50.0 -50.0 +48.8 -48.8 40" A,B.0.H +70.0 -780 +70.0 -70.0 +70.0 - 70.0 +87.8 -87.8 +842 -54.2 +67.7 -87.7 465.1 - 56.1 +54.7 -54.7 44" A,S,D H +70.0 -70.0 +70.0 -70.0 +70.0 - 70.0 +802 -80.2 +48.8 -49.8 +63.7 - 83.7 +82.0 -82.8 +61.7 -51.7 48" A,0.0,H +70.0 -70.0 +70.0 - 70.0 +66.3 +80.3 3 -58.3 +48.1 45.1 +48.6 -49.5 +48.8 - 48.8 +47.8 -47.8 531 AS G,H +70.0 -70.0 +70.0 -70.0 +81.4 - 81.4 +61.8 -51.8 +40.8 _ -40.8 +44.6 -44.6 +43.8 - 43.8 +42.9 -42.9 UP TO 53118" C,b,E,F,I,J,I�L ALL EIGHT TO 78" I IOH +70.0 -70.0 >t - r;, - .. `D -71: GLASS TYPE ,r3t73=1 .1.17 ,T)fi l:71:14ri1u:roiT;iirlT 41 u•ii:1• 0 FTL- 4847 4848, �I'" S�� Mita= DE,JK IMI:11 NM 110/1111151111110512 NMI EOM MEM E. 7/18" LAM- (3/18" ANIIEALED,.090, 3116" EAT STRENGTHENED) FTL 4846 F. 7/1 LAMI - 8" HEA STRENG =N • .090 8' HEAT STRENGTH - - • FTL -4845 i11111 D E,J K I -70.0 IIMMIIIM X -88.8 I. 13118" LAMI ID -118" HEAT STRENGTHENED, AIR SPACE, 8118" LAMI - (1/6" HEAT STRENGTHENED,.090,1/8" HEAT STRENGTHENED) FTL -4846, 4881 J. 13/18" LAMI IG -1/6" HEAT STRENGTHENED AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.080, $/16" ANNEALED) FTL -4949, 4850 310311W111 FTL.4849 4850 Er/Mara L. 13/18" LAMI 10 -118' HEAT STRENGTHENED, AIR SPACE, 7/18" LAMI - (3116" HEAT STRENGTHENED,.0130, 3118" HEAT STRENGTHENED) MI1111111 " GLASS TYPES: TEST REPORTS TABLE 4, A 6/16" IAN - (1/8" ANNEALED,.090,1/8" ANNEALED) FTL- 4847 4848, 4723 A B. 5/16" LAMI - (1/8" ANNEALED ,.090,1/8" HEAT STRENGTHENED) FTL-4847 4848 C. 5/18" LAMI - (1/8" HEAT STRENOTHENED,.090,118" HEAT STRENGTHENED) FTL -4847 4848 D.7 6 " LAMI -' 1 'ANN- _D.'∎::∎ 16' ANN - FTL E. 7/18" LAM- (3/18" ANIIEALED,.090, 3116" EAT STRENGTHENED) FTL 4846 F. 7/1 LAMI - 8" HEA STRENG =N • .090 8' HEAT STRENGTH - - • FTL -4845 0.13/16" , -1/8" H STRENGTHENED AIR SPAC - 8" LAMI 1/8" ANNEALED 090,1/8" ANN . D FTL -4648 4861 723 L1 H. 13/16" LAMI 10 - 1/8" HEAT STRENGTHENED AIR SPACE, 6'16" LAMI - (1/8 "ANNEALED .090,1//6" HEAT STRENGTHENED) FTL -4848, 4851 I. 13118" LAMI ID -118" HEAT STRENGTHENED, AIR SPACE, 8118" LAMI - (1/6" HEAT STRENGTHENED,.090,1/8" HEAT STRENGTHENED) FTL -4846, 4881 J. 13/18" LAMI IG -1/6" HEAT STRENGTHENED AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.080, $/16" ANNEALED) FTL -4949, 4850 K 16" LAMI 0.1/8" HEAT STRENGTH -NED AIR SPACE 7/18" LAMI - 3118" ANNEALED .090 3/18" HEAT STRENGTHENED FTL.4849 4850 L. 13/18" LAMI 10 -118' HEAT STRENGTHENED, AIR SPACE, 7/18" LAMI - (3116" HEAT STRENGTHENED,.0130, 3118" HEAT STRENGTHENED) FTL.4849, 4850 NOTE: WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 KO OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEPFECTED. "0" MEETING RAIL Rba "1/2a118 A FJC A00 amw,gy, me" aaaamaayfm" FJL 0/148 .U. 10/10108 FA TO CUSS TYPES AND O. i6 TECHNOLOGY DRIV NO KOb0S, L MI5 P 0. BOX 11328 Nox0198, FL S4Z14 Visibly Batter DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, IMPACT 3 " 11 4040-20 Robert L oierk, P.E. PE 268712 Sbvebna 8 DETAIL D VIEW (CUSTOM SASH) 78" MAX HEIGHT DETAIL B VIEW (STANDARD SASH) E NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SEE TABLE 2, SHEET 3 FOR STANDARD SASH HEIGHTS. &,stias DETAIL E RADIUS TOP (CUSTOM SASH]. DETAIL C RADIUS TOP (STANDARD SASH). VERTICAL DAYLIGHT OPENING DETAIL FIXED UTE LOW SILL HIGH SILL A 341P2" 34 3118" B 418/8" 411/4° C 41 1/4" 40 7/W D 82 6/8" 6211118" E 821/4" 82 6/18" BASH LOW HIGH DETAIL SIU. SILL A 341/2" 34 3/18" B 27'7!18" 271/8" C 27 7/18" 271/8" D 183/8" 15 3/4" E 18 3/8° 183/4" TABLE 5. tithe wades Zr"sd OP FX. 0"° adr 1P24158 A NO CHANGE THIS SHEET o°mB,: Das ref: aw I 9/1108 J..d 101010E 1070TECHAWLOGY DRIVE NOKOMIS, 61.34273 P.O. BOX 1038 1401(05118,11.34374 Vis/61y &um ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT S1i15 I NTS 4 ' 1/ 4040 -20 Robed L Cleuh, P.E PE 1139712 Structural INSIDE (SEE NOTE) MAX. VENT DAYLIGHT OPENING BALANCE PARTS USED ON SASHS >40 L88 14 &1) MAX. FIXED LITE DAYLIGHT OPENING 7,80R17 MAX. HEIGHT OUTSIDE INSIDE jr Sri ;IIr MAX. FIXED UTE DAYLIGHT OPENING MAX. WIDTH SECTION A-A 0 0 MAX. 1 1 VENT DAYLIGHT OPENING 0 0 2.330° (LOW SI L) (SEE NOTE) 9 &10) BALANCE PARTS USED ON SASH'S <40 LBS OUTSDE NOTE: ONE SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS LOCATED 8" FROM EACH SIDE OF VENT. SECTION B-B (LOW SILL SHOWN) ULTRALIFT ONLY 2.710" ALTERNATE HIGH SILL SECTION C-C RADIUS TOP (HEAD DETAIL) AssOl OP Wm ANNIE* 1 1/24708 W1/05 Psalm A a3 J.J. NO CHANGE THIS SHEET w/1a 1 1an TE.CiNOLOGYDRNB NOXW110, Pl. 34275 P.O. BOX 1518 NOXONIS. FL 3127 Visibly Better SECTIONS ALUM. SINGLE HUNG WINDOW, IMPACT eat a® lamb 814700 J m HBIf 5 r 11 aoeaafm 4040.20 In-A L Clark, P.E. PE #39P,2 ITEM DWO.B DESCRIPTION POT8 1 4002A FLANGE FRAME HEAD 612228 2 1185 88 X 1.000 QUAD PN. SMS 781PQA 3 40030 FLANGE FRAME SILL (LOW SILL) 812228 5 1628 ADHESIVE OPEN CELL FOAM PAD 7PAD1826 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP (ALUMA -TILT) 812244 8 4025 BASH STOP (EGRESS) 1.125 LONG 812244 8 4029 CALDWELL ALIT -TILT BALANCE, 5/8" D. GLASS, 7/18" LAMI (1/8"A,.090 PVB,118 "A) 10 1080 BAL. COVER, RIGID VINYL, 6/8" 3BALCVR916 11 G. GLASS, 13/18" LAMI 10; 1/5"H8 AIR SPACE, 6/18" LAMI, (1/6"A„090 PVB,1 /PPA) 88X.750 PH. PN. SW 7834AA 12 L GLASS, 13/16" LAMI IG;1/8"HS, AIR SPACE, 5/18" IAMI, (1/8 "HS,.090 PVB,118"HS) BALANCE BOTTOM BRACKET 7BALTBKT 13 1086 SASH TOP WIDE, 5/8" BAL. 42504 14 4028-1 CALDWELL ULTRA-LIFT BALANCE, .870" 15 08 X 1 PHILLIPS FLAT HEAD 8.671. 78X1FPAX 18 1080-1 .870 ULTRA -UFT BALANCE COVER 8BALCVR670 17 4053 SASH STOP COVER (ULTRA -LIFT) 84053 18 4029-1 SASH BRACKET 7ULBRKT 19 68-32 X 1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 20 1083 SASH TOP GUIDE, 11/18" BAL. 425058 & L 21 4064A FIXED MEETING RAIL 64054A 23 40080 SASH TOP RAIL 84008 25 1238 WSTP.,.170 X .270 BACK, FIN SEAL 878180 26 1098 SWEEP LATCH 71088 27 1018 88 X .528 PH. FL SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1228 WSTP„ BULB VINYL 8TP249 31 4008 SASH SIDE RAIL 812231 34 1286 SASH FACE GUIDE 42801 35 1822 LAMI SETTING BLOCK 3/32" X 25/84" X 1" 71622K 38 1052 LAMI IO SETTING BLOCK 1 "X3/4" X 1/18" 71052K 37 1224 VINYL GLAZ, BEAD BULB (THICK) 8TP247W,K STP248K 38 1228 VINYL GLAZ. BEAD BULB (THIN) 41 40388 GLAZING BEAD, 6/18 LAM. GLASS. 84039B 42 40449 GLAZING BEAD, 8116 LAMI W/ORILL KIT 844703 44 4222A GLAZING BEAD, 7/16° LAMI 84222 45 9850 GLAZING BEAD 7/16" LAND W /GRILL KIT 6985 48 4087 GLAZING BEAD, 13/18" LAMI LG. 84087 62 4009 8111 LATCH (EGRESS) (LOW SILL) 764009 53 1058 SPRING, BELL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 82740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 58 1830 SCREEN CORNER KEY WRINGS 71830 57 1831 SCREEN CORNER KEY W /OUT RINGS 71831 38 1073 SCREEN SPRING 7CASP 59 1824 SCREEN SPLINE - .135 DIA. FOAM 81824K 60 1835 SCREEN SPLINE - .135 DIA HARD 81835K 81 SCREEN CLOTH 61818 ITEM DWO.B DESCRIPTION POT8 63 505 GLAZING CHANNEL (.888 X .500) 6533402 64 1161 38 X 1.000 PH, BUGLE TEK 708X1 87 GLAZING TAPE, 1/18 X1/2 - 7/18 LAMI 628/1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 84051 69 4050A FLANGE FRAME SILL (HIGH SILL) 54050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A. GLASS, 5/18" LAMI, (1/8'A,.080 PVB,1/8"A) 81 B. GLASS, 6/16" LAMI, (1/8"A,.090 PVB,1/6"H8) 82 C. GLASS, 5/16" LAMI, (1/8"H$,.080 PVS,1/5"H8) 83 D. GLASS, 7/18" LAMI (1/8"A,.090 PVB,118 "A) 84 E. GLASS, 7/16" LAMI, (1 /MA.090 PVB,1/8 "HS) 85 F. GLASS, 7/16" LAMI, (118"HS,.090 PVB,1/8"HS) 86 G. GLASS, 13/18" LAMI 10; 1/5"H8 AIR SPACE, 6/18" LAMI, (1/6"A„090 PVB,1 /PPA) 87 H. GLASS, 13/16" LAMI la 1/8"HS, AIR SPACE, 5116" IAM1, (1/MA .090 PVB,1/8"H8) 88 L GLASS, 13/16" LAMI IG;1/8"HS, AIR SPACE, 5/18" IAMI, (1/8 "HS,.090 PVB,118"HS) 89 .1. GLASS, 13/16" LAMI 10 ;1/8°HS, AIR SPACE, 7/18" LAMI, (3116'A,.090 PVB,3/1B"A) 90 K. GLASS, 13/16" IAN 10;1/8 "H8, AIR SPACE, 7/15" LAN, (3118"A,.090 PVB,3/16°H8) 91 L GLASS, 13/16" LAMI 10;118118, AIR SPACE, 7/18" LAM, (3/16"H$,.090 P1B,3/18"H8) om x F.K. an 24A83 1 Rolatlaw A dept 8'07 o . NOCHANOETHISSHEET 107O TECHNOLOGY DRIVE NOXOA38, FL 34278 P.O. BOX 1829 NOKOMIS PL 34274 PARTS LIST ALUM. SINGLE HUNG WINDOW, IMPACT 144 1, &u , 8Hro9 I 71 TS B • 11 04"07 4040,20 /0G Robert L Ckuk, P,0. PE 438712 SNroWnsl FLANGE FRAME HEAD #4002& 806348 2.710 1 0 FLANGE FRAME JAMB JJ 14004,6083 -T8 (USED AS RADIUS TOP HEAD) 21 FIXED MEETING RAIL #4054A, 8083HS46 r---- 2.784 0 FLANGE FRAME SILL (LoW) #40030, 6063-76 J5 1"'gQ k-1.481.4 T SASH STOP \L./ #4025, 808375 OSASH TOP RAIL #4006O, 6063}16-76 3.446 60 FLANGE FRAME SILL (HIGH) #4050A, swam I - 1,513H .738 040 I OSASH STOP COVER 17 saw, T8 SEALANT ALONG ENTIRE JOINT SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) VIEW D-D VIEW E-E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 1.186 rT-- I . 1.086- i.i 41 GLAZING B , 5/16" #40390, 6033-75 —.050 31 SASH SIDE RAIL #4008.6063 -T5 28 SASH BOTTOM RAIL(LOW) #4007, 608375 .878 1.0964,-6'1T 0 SASH BOTTOM RAIL (HIGH) �::1 #4051A, 0083-78 O GLAZING BEAD 7/16" 04222, 8083T5 1.115 4+^ - - 45 GLAZING BEAD, 7/16" 8985O, 606345 (USED W/ GRILL KIT) .878 .050 1.088- }+ --�I� GLAZING BEAD, 5/16" gg (USED W/GRILL KIT) 83 —jam r 1.097 GLAZING BEAD, 13/16" IG #4067, 8063 45 , .i r lSr ]1:41x1.. Flsodoor Fit &Ism The rasiev 1124108 A HO CFL4NOE THIS SHEET 9,1/05 J.J. 10701EOHNOLOGY DRIVE MIMICS, FL 34213 P.O. BQk 16+8 NOK01,38, FL 34234 r+ea■em: EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT Vtctbty Baser SHWA Half 7 m 7 �� 70 J 4040 -20 •�)/ W Rnb,at L. Clerk, P.& • PE 039712 Strucktral ANCHORAGE FOR 111 i ,t : S TABLE B. SUBSTRATE: ANCHOR TYPES : WINDOW HEIGHT Jim ' 7 ' J� iii 111j� Mi N ca N N ^ N r " Q N N 0 11(111 .- ,- iWS- ,_ ! . g,T;=; TYPE 19 1/8 ` MI 000000iFdMI0ilUU �KM E INONMINM hIIIH©I1 ODILi/0�NO MUUMUU tin LAI© ©oiE�EEE ©©LIEIME © 24" ALL TYPES QD 0 111E I1tJ lIIMI 0 ILN1WN 0 1111 NMI MI ©d IIIMI © C,D,E.P.1,J,11 KIM OOi1011tHU O©HiR <©IIIT]ti.[Ia IJiIH ©EI ©©*a H WJ H©HF1U A B O H NMI EMIENJ IEfIF�J� ©EJEJEfIEM7© ENMMI ELI �II3EJ © 0 37" C,D,E,F,I,J,K,L `icep oE]i1FJOItIHUUF1I17 WA HUHHUINN tt1♦ ONMI E' �<i�A�:� DIM MUUMUU ID�i /MEM©F1B IIIEN©IIIII MIEIEIEJFJ ©il♦��Di1♦����<t���t'�� MENEM EI L1 ©©© d©nEJUflEIH©oo©o©© NEI ©I3 NEN EILIEJEIFJEJ IIEII NM M(t■I©MO MEIEJEIMFI ABOH 40„ C,D,E,F,I,J,K,L �E�E1�E�lMlHEE�EEMEEI•�E I�uIJOEJOElIIE]HLIICI III1I ©MEEEUM EII1EJEJE ]HUIIFJUUME]FJE]FJE]FJUEItI �� HElf1E1UflH NMINIM ��III��UMNE IEI©©HR©I:IE]E IF #��MI�LI��IlE7 M11J•ME�IE IEIFJIIUEIULIE7[IFJEI HEJDE3UUL1EI ©MEN AB,GH 014" C,D,E,F,I,J,K,L 010 EJ©EJE]E HLJUUU JE7 E E7E]E7 E]DEJi L1 LI A,B,G,H IMMUNE. IMIM0EJ M#dER UMW' LIEJ IMO Mil ®M©MINMNM FEMME' EILIMEJEIE]E]IJEIF3FJEIEUM© MINIM NEE NEE NEE Ern I CDEFMS'L M © ©��E����M��M© EJEJOEJMiIEJEJ ©HUnE3HHHLIFJE]E]M3HL1E1U ©M����� iE�MM�SU�1♦1�� EIDUL1 U!iI i ©L7 A,B,G,H NEMM©MO la IBILIEJIMI Li © El MEI ©10 MEI its LI LI MENNEN MElMEEa©EJEMAMEMOMI Eitilklil IEM 11UFMIMEIE]EIEJFJEILIUUUU 83 ,x., C, D, E, F, I,J,KL "all " fE7MmOEJ[ " JE] © UHumuunnHL © ©M © " "M "1"� ©�""" IflfEJUEJI]LIUfUmmouU©Ll A,B4O,H MENU ©MIMF ©010ME IMI NENA111111 ©EIS ©Q NEE MOMDIO E ]LIUDOUEIM]u©uuUuluutIunnLIEJM] t EI© EJI<7 EJE7 PA r J"F T . -v -- HEAD - 181/2" FROM JAMBS ABOVE JAMBS BELOW ANCHORS NOT = a r.,r, I , c `/•V4 r:' '-, CORNERS MEETING RAIL - 171/1" MEETING RAIL - 15" FROM REQUIRED IN SILL D FROM ': BOTTOM , TOP CORNERS CORNERS AND 6" BELOW MEETING RAIL L,LASS TYPES: A 8/18" LAMI • (1/8" ANNFALED,.090,1/8" ANNEALED) B. 8118" LAMI - (1/8" ANNEALED,.090,1/8" HEAT STRENGTHENED) C. 8118" LAMI - (118" HEAT STRENOTHENED,,090,118" HEAT STRENGTHENED) D. 7118" LAMI - (3118" ANNEALED,.090, 3116" ANNEALED) E. 7116" LAMI • (3/18" ANNEALED,.090, 3/18" HEAT STRENGTHENED) F. 7/18" LAMI • (3/18" HEAT STRENGTHENED,.080, 318" HEAT STRENGTHENED) 0.13/18" LAMI 10 - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/18" LAMI - (1/8" ANNEALED „090,1/8” ANNEALED) H. 13/18" LAMI 10 - 1/8" HEAT STRENGTHENED, AIR SPACE, 8/16" LAMI - (118" ANNEALED,.090,1/8" HEAT STRENGTHENED) ' I. 13/18" LAMI 10.1/8" HEAT STRENGTHENED, AIR SPACE, 8118" LAN • (1/8" HEAT STRENOTHENED,.080,1/8" HEAT STRENGTHENED) J. 13/18" LAM110 -1/8" HEAT STRENGTHENED, AIR SPACE, 7116" IAMI - (3+18" ANNEALED,.090, 3118" ANNEALED) K. 13/18" LAMI 10 -1/8" HEAT STRENGTHENED, AIR SPACE, 7/18' LAM! • (3/18" ANNEALED,.090, 3/18" HEAT STRENGTHENED) L 13/18° LAMI 10 -1/8" HEAT STRENGTHENED, AIR SPACE, 7/18" LAMI - (3118" HEAT STRENGTHENS D,.O80, 3/16" HEAT STRENGTHENED) ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4 ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 -412 SCREWS 2. INSTALL 1/1 WINDOWS IN MIAMI -DADE COUNTY PER TABLE B. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4" TAPCONS, 1/4' 884 CRETE -FLEX, OR 412 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL assa FJL per F.K aft 1124 Wee RstValas A NO CHANGE 7l'9$ SHEET cv"""q, bus J.J. 10110®? J 1WO'EOF860LOGYDRIVE NOM A% 94378 P.O. 80X1129 NOKOMIFi.FL 34214 BGT VL,Nbb Dow ANCHORAGE SPACING, 1/1 WINDOWS vas ALUM. SINGLE HUNG WINDOW, IMPACT avaa gm I NTS 8 a 11 I 4040120 GG- Robert L, Clark. P.E. PE 538712 • Structural ANCHORAGE FOR STANDARD VIEW AND RADIUS TOP WINDOWS TABLE 7. SUBSTRATE ANCHOR TYPES : WINDOW HEIGHT 29 " 38 318" 44" 80 818" 83" 74, 78" Q N N $1`° Q ; N 1] N U N N U G N 0 N V N 0 pp N D oo N N o WINDOW WIDTH GLASS TYPE 19118" ALL TYPES 1111111111111111111111E111111UU "OM 111-111 "Mil iN Mill ILI IIMIIIOU Q ©SI111111141" EllillEinlillil KU" U©© M1♦ "I" 130©©©©© EMI 11111111111011 1 24" C,0E,F,1,J,KL ma0�© 00 111111111111V111111111111111111111 ©© um© C3� ©© unn 2 2 ' %A 4/' H (12011 pppp0 ODUMIU ©Q EMI KM �!♦lf� tnti 110..0 Ian ©©UL©&WUUUHI(II©�I JUUUFJULJUUU 3 2 32" C,D,E,F,I,J,KL © 0 III d ©u© ©© Gnu© 1L<lfima ©LJFJ 312 A,e,G,H OOO © itii1f1111© il♦i111i♦ HfD101IfIEl 100 EMU 1111111101111il♦ i♦i011100IEN Uf1 ©EJULJt3©1I©©© EMI ©©1I 311 2 3r C,D,E,F,),J,KL �ni �i1110flBHHEIHO©HUUN1 ©ti>■i� .Eil�ii�iMIMi>t MUME H ©lIlIt'�© OHMHOtlf©© 2 AB,O,H i��i ©©L KM IAMIUUL1EIIJU i�i1•© ©it© 1 ©1MELMNM 0010 ©©UUII3]LIFJf]UIEMUUU©III1J© ©UHH 2 ,i0„ C,D,E,F,I,J,KL MM ©W19��M "I© ©tE�i�i�i 1"MI "WI• 2 FJFJi1munnF1numuumumma 3©0©FJLt©UI<I©©LIHLI ©1I 2 A,13,0,H MI 0EM © © NMI A©1I©©011.111© ©111E111© 2 ©© UM UUHUUUH UUUUHE©©UUUULJHIFJIIJI©113U©©UU 2 44" 0 D,EF,I,JKL E�M♦ ©IJF3©0IIUHL ©©w�au�� 1J©E 1U�����U����1� ©�� 2 HO©©©©Hd H(f U17©13LIE©© 3 AB,G,H 11.111©111E111 ©©rMU Mil ©E# 1UHUUEMO©©I1©UIJUI© Ell IBM Ell Wr.11111111©E11©© ©UBUUUFJ© W1111111111 EMUU 2 2 48" C,D,E,F,1,J,Ki �© d0 © 11 4d �� © ©LI© ©1111tLILICI3 A,B,G,H © MEIUt1f110©FJULJFJ© © ©A ©��©EI• IOU U©OFJ ©©i.A©©©1111111011 ]F3 ©0 ©E1 El Mill l©FJLIEEILIE1 631/8" C, D, EF, I.J,KL����I♦�I�� Ira © © ©� ©i�i>•i, ©�N 2 A,B,G,H �� U ©1 A ©© lMO1E 1©©� © ©Q�© ©�23 nUUNILJE.IEMULMUOIB IFJLICH©UF.JIJUHHHHIJLI©HEIU 2 _., .r P c cG.c'_D °n 1- - HEAD - 181/2" FROM JAMBS ABOVE JAMBS BELOW ANCHORS NOT •"I •,?-n-e TM-, ° ',. :T: IT: CORNERS MEETING RAIL - 171/2" FROM TOP CORNERS AND 281/2" O.C. MEETING RAIL - 16" FROM BOTTOM CORNERS ANDS' BELOW MEETING RAIL REQUIRED IN SILL GLASS TYPES: A. 6/16" LAMI - (1/8" ANNEALED,.090,1/8" ANNEALED) B, 6/18" LAM) - (Ur ANNEALED,.09D,1/8" HEAT STRENGTHENED) C. WE LAMI - (1/8° HEAT STRENGTHENED,.090,1/8° HEAT STRENGTHENED) D. 7/16° LAMI - (3/18" ANNEALED,.080, 3/18° ANNEALED) E. 7/18" LAMI - (3118° ANNEALED,.090, 3/16" HEAT STRENGTHENED) F. 7/16" LAM) - (3/18" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) G. 13116° LAM110.1/8" HEAT STRENGTHENED, AIR SPACE, 5/18" LAW- (1/8" ANNEALED,.090,1/8" ANNEALED) H. 13/16" LAMI 10 - 1/8" HEAT STRENGTHENED, AIR SPACE, 8/16" LAN) - (118° ANNEALED,.090,1/8" HEAT STRENGTHENED) I. 13/18" LAM)10 - 1/8° HEAT STRENGTHENED, AIR SPACE, 6118" LAM) - (1/8" HEAT STRENOTHENED,.090,1/8" HEAT STRENGTHENED) J. 13/18" LAMI 113 -1/8° HEAT STRENGTHENED, AIR SPACE, 7/16" LAM)- (3/16" ANNEALED,.090, 3/16" ANNEALED) K. 13/16' LAMI 10 - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/18" LAM)- (3116" ANNEALED,.000, 3/16" HEAT STRENGTHENED) L 13118° LAMI 10 - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAW- (3116° HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) ANCHORAGE NOTES: 1. ANCHORTYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4° ELCO SS4 Grct t -FLEX 3 -412 SCREWS 2. INSTALL STANDARD VIEW AND RADIUS TOP WINDOWS IN MIAMI -DADE COUNTY PER TABLE 7. 8. FOR WINDOWS INSTALLED OUTSIDE MIAMI-DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4° TAPCONS, 1 /4° SS4 CRETE -FLEX, OR #12 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 7 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL RAW Vw F.K. r Ilsts 1/2406 tote P.K. kstuirm A NO CHANGE THIS SHEET oy J.J. 10/15'08 1 1a7NOXOMIa I.3 211 T NTTECHNOLOGY DR NOXOM 3. PL.944274 VXrib/y Batter ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT 0 n �"""' 7S 9 < 1 4040-20 ANCHORAGE FOR C TOM VIEW AND RADIUS TOP WINDOWS, TABLE 8. WINDOW HEIGHT SUBSTRATE:._ ANCHOR TYPES : 29 3/4" 383/8" 44" 80 8/8" BO" 03' 72" 74 ", 78" N N N g— Sy (Qg N N N QQ N N N N 0 N WINDOW WIDTH GI.A. TYPE 18118" D, E, F,J,KL 111511111UlliUM i10oF111tiFF,AF111iFiFF111iFAi/tiF0iFi11r i1100E311FOF3i1©1.1 f U0 MUM 0 MI 0 0 117©11117©111© _ 00 0 dQ © ©1J©il 0 0MI ©0 0M ©11 0 24" 0, E. F, J. K L ©©111J©oLlo©© 32" D. E. F, J, K L < o© FF7fi o© o !•i�iFF�i7FiF1111MIIKE ©o©111©oa©oaoo©©©oa© MIN ©o MI ©o© MI MN © ©o lnti ©o /WM ©d© 37" 0, 8, F, J, K L mil 11Fi1 ♦Otll♦i111pppp111.111#FiF11111©0 ©ilU©U0©11©©131E1U I1IJ UU©IIJFJFJLIFUF]1JFIUUIJLI©LIF3 © © © ©Fl• © ©WU © WA NM ©11.111FiF ©© ©0 40" 0, 8, F,J,KL ©A ©© ©1 © ©111 44" D, 8, F,J,KL ©� ©EF__ HUHUHUU©U_©U�U ©IMF IRUUUULII>3©00©U©01J *F ©© ©uFFFi��� 0 48" F. L _ ppOd _© © ©d HU ©© IEMB © D, E,J,K © ©1F�11�FF ®FJFFF BHUB©©©©©LI©FIFJLJI FMI ©FJ• © © ©©111.11i ©10 ©©© ©© UH&IU IfiIFJODUMBHEIUII UUDIIJ 83118" F, L Ki11111111111111101111111111111111111111 11©D©UFJ©H©IIHF F1III©UNNUMBEIHEID 1111FJ•© ©1/111FJ• MINIM MEN ©F>•Q HEM Ellin UF©©U©©©©FIF1©©©©111 1IJDE1c1UUEJ EIUUIYJtIU©UU MUM FJr © ©© IF]Li ©L!© 0, 8,J,K A OB.=•0T E -OWOrrT' M IV' ; D'Pr,. :, HEAD - 181/2" FROM CORNERS JAMBS ABOVE MEETING RAIL - 171/2" FROM TOP CORNERS AND 28 112" O.C. JAMBS BELOW MEETING RAIL - 8" BELOW MEETING RAIL (18" MAX. FROM BOTTOM CORNERS) ANCHORS NOT REQUIRED IN SILL GLASS TYPES:, 0. 7/18" LAMI - (3/16" ANNEALED,.090, 3/18" ANNEALED) E. 7/18" LAMI - (3/18" ANNEALED,.090, 3/18" HEAT STRENGTHENED) F. 7/18" LAMI - (3/18" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) J. 13/16" LAMI 10.1 /8" HEAT STRENGTHENED, AIR SPACE, 7/18" LAMI - (3/16" ANNEALED,.090, 3/18" ANNEALED) I(13/16" LAMI 10 - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/18" LAMI - (3/18" ANNEALED „080, 3/16” HEAT STRENGTHENED) L. 13/18" LAMI 10 - 1/8" HEAT STRENGTHENED, AIR SPACE, 7M8" LAMI - (3/18" HEAT STRENOTHENED,.O80, 3/18" HEAT STRENGTHENED) ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -114 ELCO SS4 CRETE -FLEX 3- 812SCREWS 2. INSTALL CUSTOM VIEW AND RADIUS TOP WINDOWS IN MIAMI -DADE COUNTY PER TABLE 8. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4' TAPCONS,1/4" 894 CRETE -FLEX, OR 812 SCREWS AT THE ANCHOR QUANTRIES SPECIFIED IN TABLE 8 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL Vere P.K . Demo Or [Wm 01"6bd4r P.1G 729/03 J.J. Ftnisbot fiwileares A NO CHANGETHLB SHEET MOIO5 MOO TECHNOLOGY DRIVE NOKOMIB, FL 34275 P.O. B9%1829 NOKOMIS, FL 34274 Bc,;„T_ Visibly Better ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT 8H7OO NTS 10 " 11 4040 -20 (CONCRETE) OPTIONAL Ix WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) 114° MAX. SHIM DETAIL A �'ItIIII 1 11111.111.5171. 11 1 1/4' MIN. Q ;ifIII kifii1l' k 1 DETAIL C } 1 174° . MIN. 1/4° MAX. SHIM 2x WOOD BUCK WOOD ANCHOR (SEE NOTE 3) (SEE NOTE 2) (WOOD) TYPICAL HEAD ANCHORAGE C] EXTERIOR F(NT.RIOR[> (BOTH HEAD DETAILS) CONCRETE ANCHOR FH BELOW MEETING RAIL (SEE NOTE 1) (CONCRETE OR CONCRETE BLOCK) 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 3) TYPICAL JAMB ANCHORAGE INTERIOR (BOTH JAMB DETAILS) EXTERIOR DETAIL B 1/4° MAX. I 1 1/2° SHIM I hMIN. 1/4 °JMAX. SHIM NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED 1/4° ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 15 21/2". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 114° TAPCONS OR 1/4° 8S4 CRETE -FLEX, 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5. ANCHORS ARE NOT REQUIRED AT THE SILL ® 8. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) 2x WOOD BUCK (SEE NOTE 3) DETAIL D Rowdily! Da* (CONCRETE) By- Naval Br Oma NarNhu: FA 12408 A ADD N07E 8 RE RAT HEAD ANCHORS. L1an Br. BY• Daft FJC__W155 J.J. 10110/06 1070 TECHNOLOGY DRIVE NOKOISS. a 34270 P.O. BOX 1628 NOKOMIE. 71. 34274 Flu" ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better SHIM H8/f Vese m 11 �in404020 Robert 1-.011+11k. P.B. PE 030712 Struatural