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234 NE 92 St (16)i nspection Number: ; INSP- 15420 Inspection Date: 04/24/2006 Inspector: Grande, Claudio Owner: YAHR, ALEXANDER Job Address: 234 92 Street NE Project: <NONE> Miami Shores Village, FL Contractor: HOME OWNER Building Department Comments Friday, April 21, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number BP2005 -407 Permit Type: Imported Permit Inspection Type: Final Building Work Classification: Addition /Alteration Block: Phone Number 786- 299 -3609 Parcel Number 1132060133410 Lot: Page 2 of 2 Passed Inspector Comments eel OS) WCO 0 i LO i . Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until i nspection Number: ; INSP- 15420 Inspection Date: 04/24/2006 Inspector: Grande, Claudio Owner: YAHR, ALEXANDER Job Address: 234 92 Street NE Project: <NONE> Miami Shores Village, FL Contractor: HOME OWNER Building Department Comments Friday, April 21, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number BP2005 -407 Permit Type: Imported Permit Inspection Type: Final Building Work Classification: Addition /Alteration Block: Phone Number 786- 299 -3609 Parcel Number 1132060133410 Lot: Page 2 of 2 BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 1 7-310S Type Insp'n Permit No. EPOS- 4D1 2-.34 G=1/2_. .s �- Name Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee 4031 � IN I-- e. z61cD5 Type Insp'n Permit No. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 51 <4 Name Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee e9,k *64/0A- • !Inspection Number INSP -9612 Inspection Date: 02/14/2006 Inspector: Grande, Claudio Owner: YAHR, ALEXANDER Job Address: 234 92 Street NE Project: <NONE> Miami Shores Village, FL Contractor: HOME OWNER Building Department Comments Monday, February 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -407 Permit Type: Imported Permit Inspection Type: Final Building Work Classification: Addition /Alteration Phone Number 786- 299 -3609 Parcel Number 1132060133410 Lot: Page 2 of 2 Passed __ Inspector Comments --9860c6-W4//1/47 i _ 44.e"9/Lei , ■-• P1244 i 1 gieerA.toci,..9 926eLeje xi Ib., - /, % .. la aezeole 4.40 I -. Failed ( Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until • !Inspection Number INSP -9612 Inspection Date: 02/14/2006 Inspector: Grande, Claudio Owner: YAHR, ALEXANDER Job Address: 234 92 Street NE Project: <NONE> Miami Shores Village, FL Contractor: HOME OWNER Building Department Comments Monday, February 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -407 Permit Type: Imported Permit Inspection Type: Final Building Work Classification: Addition /Alteration Phone Number 786- 299 -3609 Parcel Number 1132060133410 Lot: Page 2 of 2 -MMIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Date Type Insp'n Permit No. Name Building Inspection Regues+ ---_--\, Correction Re- Insp'n Fee Address v Company Phone # Inspection Date S► Q105 0 s MIAMI SHORES VILLAGE UILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Qao \� n U Type Insp'n STij\ c F & \. Permit No. 7 WS - 4 0 1 Name AYNCLAaed4 'fcklv' sztilfg Address Company OdM0 Phone # Inspection Date Correction Re- Insp'n Fee ttejC State Certificate or Submittal Fee Notary Scanning $ Tenant/Lessee Name j� Contractor's Company Name Contractor's Address 6 City Qualifier Code Enforcement $ (Continued on opposite side) BUILDING ., s; Permit No. PERMIT APPLICATION . Master Permit No. 5P0-5 FBC 2001 Permit Type ('ale): Building Electric . . - Plumbing Mechanical Roofing Owner's Name (Fee - . = - . s er) A fi,t4 �_ > vt.t Phone # �C. - `r i r �l.0 (_,(1 E ` 6r >> Zip 33 1 c Owner's Address I I City / f -Wii/ tyt_ State Job Address (where the work is being done) City Miami Shores Village is Building Historically Designated YES 0 D" Permit Fee $ Total Fee Now Due s Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Describe Work: County Miami -Dade .4o 0, Phone # Zip * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** gistration No. C C-) C. /357 Be? Certificate of Competency No. Architect/Engineer's Name (if applicable) 5A hJ Phone # 38S ^ ` g /. / s' $ Value of Work For this Permit 27 ADC i Square Footage Of Work: (L c:./l- t b(-6 Type of Work: EAddition EAlteration ❑New ►i Repair/Replace ❑ Demolition CCF $ CO/C Technology Fee $ ° Training/Education Fee $ Radon $ Zoning t Structural Plan Review. $ �� °'7 ...co , f _ /4oe Bond $ 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. Signatu Owner or Agent The foregoing instrument was ackno d who is pe onally known to me o NOTARY P * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVE chc 05/13/03 � Contractor ed before ' e this®" / The foregoing instrument was acknowledged before me this as produced Signature day of , 20 _ , by who is personally known to me or who has produced s identification and who did take an oath. as identification and who did take an oath. 0 ` P " Ginny H. Oi telidiRY PUBLIC: Commissto #DD323870 W �ki'a1t .:f4I . 2008 Si gn: "y on v�o rr fnded ' Pri / e ' ^T�'— ' " " "�' Atlantic u No I Thru . Print: _ , I nc. My Commission Expir.: ) �� ^ fb Q My Commission Expires: ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** *3r * **************************** * * * * ** * * * * * * * * * * * * * * * * * * * * * * * ** *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** QG� =S.-s s/9 /ter A -4 /i'/- S41' , Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2005 -407 Printed: 5/17/2005 Applicant: ALEXANDER YAHR Owner: YAHR ALEXANDER JOB ADDRESS: 234 NE 92 ST Contractor Local Phone: Parcel # 1132060133410 Signed: Building Permit Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 8 & 9 BLK 25 LOT SIZE Fees: Description Amount FEE2005 -4398 Structural Fee $50.00 FEE2005 -5469 Structural Fee $50.00 FEE2005 -6200 CCF $25.20 FEE2005 -6201 CO /CC $50.00 FEE2005 -6202 Training and Education Fee $8.40 FEE2005 -6203 Technology Fee $31.50 FEE2005 -6204 Scanning Fee $18.00 FEE2005 -6205 Submittal Fee ($250.00) FEE2005 -6206 Building Fee $1,260.00 Total Fees: $1,243.10 Total Fee41,243.10 Total Receipts: $0.00 1 6 A Permit Status: APPROVED Permit Expiration: 9/18/2005 Construction Value: $42,000.00 Work: INTERIOR REMODELING (INSPECTOR) r In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE STATEMENT I /4--t~1._ ( being the legal property owner, for the property Located at: �- M D- a SST f //64,44 i Su fa . ) ?j I? 8 , Legally described as Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),.nd I have read and understand the following disclosure Statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence or a farm out - building. ` You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not Icensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) Was ac By Produced wledged before me this er Owner DISCLOSURE STATEMENT initial of reviewing clerk. Tlie foregoing instrument who is per '.pally known to me or o has entt tcahf o and who did take an oath. y H. Gonell coitllftibsldd #DD323870 '�. Bitpitel, m ay 26, 2008 % ; Bonded TIm '' "io "" Atlantic Bonding Co., Inc. • WINDOW SCHEDULE INTERIOR: NO. NO. TYPE SIZE MATERIAL REMARKS 18, 24 H 60" X 38 3/8 "H CASEMENT KITCHEN, BEDROOM 2 19 I 74" X 63" H CASEMENT DINING ROOM 20 J 131" X 63"14 CASEMENT/FIXED LIVING ROOM 21 IC 74" X 63 "H CASEMENT BEDROOM 3 _ 22, 25 1 37" X 38 3 /8 "H CASEMENT BEDROOM 3, MASTER BATH 23, 27 -29 M 37" X 50 3 /8 "H CASEMENT BATHROOM 2, MASTER BEDROOM 26 N 55" X 50 5/8" CASEMENT MASTER CLOSET DOOR SCHEDULE INTERIOR: NO. TYPE SIZE MATERIAL REMARKS 1 -9 A 2' -6" X 6'-8" _ SOLID CORE- WOOD ALL BEDROOMS, CLOSE L'S, BATHROOMS, UNLESS OTHERWISE NOTED. 10 B 2- 18" x 6' -8" SOLID PANEL BI -FOLD BEDROOM 2 11 C 2- 3'-0" X 6' -8" SOLID PANEL SLIDING BEDROOM 3 12 B 2' -O" X 6' -8" SOLID PANEL RI -FOLD CLOSET- I -LOT WATER HEATER 13 1) 2' -0" X 6' -S" LOUVERED PANEL BI -FOLD A/C CLOSET 14 E 2' -6" X 6' -8" SOLID CORE POCKET MASTER BATHROOM EXTERIOR: NO. TYPE SIZE MATERIAL REMARKS 15 -16 F 60" X 84" H FRENCH STYLE GLASS SWING DOORS EXISTING FAMILY RM. SEE PRODUCT APPR. FOR DETAILS 17 G 60" X 84" H W/ 12" SIDELIGHTS FRENCH STYLE GLASS SWING DOORS MASTER BEDROOM SEE PRODUCT APPR. FOR DETAILS May 12 05 03:08p May 11, 2005 RE: YAHR RESIDENCE BP- 05-407 305 981 1037 Rrt Salow 234 N.E. 92 STREET SAL. ' 16tH X67 . :!`IOC3L��S�:C::L:':1�TJ�bt, • arch ite 305 - 981 -1037 p.1 (305) 981 -1035' (305) 981 -1037 (fax) * P.O.Box 530671 * Miami Shores, FL 33153 * SalowArch2@aol.com ' #AA0002389 May 12 05 03:08p Art Salow r- 05_407 arc I NIKKO 411 T' yDM WINS. ut. LOAM wog cog 40a5110 auwwpfl11N1Y urn 4 EXI ant WOG' FL MWNWPAU winlaV ,. I%kXX) ()Kt HQM (1YF' 305 -981 -1037 r . EN*t1 --' Qtr. col — 11E Go1.01101 � 0 Moo XIIN > 644 4 ie r/t∎I 4 M4 wasompaz. foorl Ma. " MO—ft: ADnAb1aZti P tov xU fq ' €ili/t U "' !P4!r PPcc A *r 1-47 Oicte-A FW1511 afra qa* D7 SECTION A- TYPICAL SECTION AT DOOR A 5 ' °i p. 2 (305) 981 - 1035' (305) 981 -1037 (fax) • P.O. Box 530671 *Miami Shorts. FL 33153' S I w/1rch2 @aoi.com * #AA0002389 NO. TYPE SIZE MATERIAL REMARKS 1 -9 A 2' -6" X 6' -8" SOLID CORE- WOOD ALL BEDROOMS, CLOSETS, BATHROOMS, UNLESS OTHERWISE NOTED. 10 B 2- 18" x 6' -8" SOLID PANEL BI -FOLD BEDROOM 2 11 C 2- 3' -0" X 6' -8" SOLID PANEL SLIDING BEDROOM 3 12 B 2' -0" X 6' -8" SOLID PANEL BI -FOLD CLOSET- HOT WATER HEATER 13 D 2' -0" X 6' -8" LOUVERED PANEL BI -FOLD A/C CLOSET 14 E 2' -6" X 6' -8" SOLID CORE POCKET MASTER BATHROOM EXTERIOR: NO. TYPE SIZE MATERIAL REMARKS 15 -16 F 60" X 84" H FRENCH STYLE GLASS SWING DOORS EXISTING FAMILY RM. SEE PRODUCT APPR. FOR DETAILS 17 G 60" X 84" H W/ 12" SIDELIGHTS FRENCH STYLE GLASS SWING DOORS MASTER BEDROOM SEE PRODUCT APPR. FOR DETAILS May 11, 2005 RE: YAHR RESIDENCE BP -05 -407 234 N.E. 92 STREET MIAMI SHORES, FL SALOglik arc rte DOOR SCHEDULE INTERIOR: VLAY 4 2805 L o o o o e o v.- o m m e moo r �2 (305) 981 -1035 * (305) 981 -1037 (fax) * P.O.Box 530671 * Miami Shores, FL 33153 * SalowArch2@aol.com * #AA0002389 NO. TYPE SIZE MATERIAL REMARKS 1 -9 A 2' -6" X 6' -8" SOLID CORE - WOOD ALL BEDROOMS, CLOSETS, BATHROOMS, UNLESS OTHERWISE NOTED. 10 B 2- 18" x 6' -8" SOLID PANEL BI -FOLD BEDROOM 2 11 C 2- 3' -0" X 6' -8" SOLID PANEL SLIDING BEDROOM 3 12 B 2' -0" X 6' -8" SOLID PANEL BI -FOLD CLOSET- HOT WATER HEATER 13 D 2' -0" X 6' -8" LOUVERED PANEL BI -FOLD A/C CLOSET 14 E 2' -6" X 6' -8" SOLID CORE POCKET MASTER BATHROOM EXTERIOR: NO. TYPE SIZE MATERIAL REMARKS 15 -16 F 60" X 84" H FRENCH STYLE GLASS SWING DOORS EXISTING FAMILY RM. SEE PRODUCT APPR. FOR DETAILS 17 G 60" X 84" H W/ 12" SIDELIGHTS FRENCH STYLE GLASS SWING DOORS MASTER BEDROOM SEE PRODUCT APPR. FOR DETAILS May 11, 2005 RE: YAHR RESIDENCE BP -05 -407 234 N.E. 92 STREET MIAMI SHORES, FL DOOR SCHEDULE INTERIOR: ML Y'i 2 (305) 981 -1035 * (305) 981 -1037 (fax) * P.O.Box 530671 * Miami Shores, FL 33153 * SalowArch2Aaol.com * #AA0002389 Date: 5/20/2005 Time: 6:59 PM To: @ 3058644440 Page: 004 -005 IMAGE01 : FL -.05- 71856 -2 05/20/2005 06:58:36pm • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO._ T A X FOUO NO. If- 3 a - 0 6 - ® {3 ' '1 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain reel property, and In accordance with Chapter 713. Florida Statutes, the following Information is provided in this Notice of Commencement 4. Contractor's name end address: Ct414.4F*L Page 1 of 1 111111111111111111111111111111111111111111111 CFN 2005R0395 OR Bk 23295 Ps 0886; (tas) RECORDED 04/21/2005 10112113 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street/address: 34" !r6 . (� ‹t M�AM S if._ ?),1,8 11r' _ ;MVO r P. 'Rn(. 4.1...4 . o .. I c f lhf' Qtx Ila, 0 i p " $�t,4c. >ZPCOrWS IF Am r • £2AOb . v 2.. Description of Improvement4JAVatt92. a.91 O. /NEW IGFTTAfw CA? 129P WI WOWS 3. Owner(s) name and address: 4j42. Att) M4) EL)2+ dtl1 D,/-SC.4L 3.4- w Ta Nmif3r- ,141441# � 33I 3 8 Interest in property: (7Lr)u Name and address of fee simple titleholder: ALMLAIJOEtZ. F. fyblte & azi- mtyta# 14x(,.4.. )3 t NE 7 . + ST, M t ant _•N92 Ti. .3S f. 5. Surety: (Payment bond required by owner from contractor, N any) Name and address: tiA Amount of bond $ 6. Lender's name and address: ' ' 7 - Poisons wdhin the state df "Floiidi disigneted by Owner upon whom notices or other documents may be served as ' provided by Section 713.13(1)(a)7., Florida Statutes, Name and address:0 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date Is led) Signature Print 0 ,'er's Name ,4L ,oet F. `t - Sworn to and subscribed before me this I'1 day of # v ' Noelia R. Lrriano Notary Public' �s rro3f125o8— Print Notary's Name s �Iipiras OCT 10, 3008 -", L Atlnut a r a a d aadtg� C y T - My commission exrirc: 600k232951Page886 CFN #20050399248 Prepared by 20 O. A ddress: 1111 I-.P Ie 1N11COO ry or 5 l s� Page 1 of 1 Date: 5/20/2005 Time: 6:59 PM To: 6 3058644440 Page: 003 -005 IMAGE01 : FL- 05- 71856 -2 05/20/2005 06:58:36pm 9' NOTICE OF COMMENCEMENT A =CORDED COPY MUST 161 ' PO MO ON Tat JOB S1TB AT TIME OP FIRST Ues lCTION ��/Y PERMIT NO. — ^1 . W TAR FO110 NO. /I3&iIO?pt2 /# r/D STATE OF FLORIDA COUNTY OP 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 Comment: I. Legal description of property and tercet address: 2 3 `/ Aid 72. Sr' Al∎ed // Page 1 of 1 1111111 1111! 1111111111 IUII IIUI 11111 IIII III I CFN 200580410495 UR Bk 23304 Fs 24071 (lps ) RECORDED 04/25/2005 10:23 :06 HARVEY RUVIN, CLERK OF COURT MIAMI —DADE COUNTY, FLORIDA LAST PAGE 2. Descdpdon of improvement ,t.pAser -Zl r),' i 1.4 g / 'd v- 4 3. Owner (a) name and address:. AL exhi FAID9 /4-64 2.3 V ,t/6 5zJ7' ,4//.p•SH/ 4 f Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: //saw 4er to Or 44 / -✓L /9t 6- Sa r 040,14 0' i 3 j dP/a 5. Surety: (Payment bond requited by owner from contractor, if any) Name and address: Amount of bond: S 6. Lender's name and address: 7. Perm= within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 7 13.13 (1) (a) 7., Florida Statutes: Name and address: Lin addition to himself, Owner designates the following person (s) to rive a copy of the Lienor's Notice as provided to Section 713.13 (1) (b) 7.. Florida Statutes: ( at Name and address: 9. Expiration date of this Nod of Commencemegt (dm expiration date is I year from the date of recording unless a different data is specified) • Sismudn s of - Print Owner's , • A Pw 10A4#r.• PmPared by ______F_� ZIrarf GP i.W Sworn to and subscribed , . me rr 2. day of4'(20 0 ' Notary Public Address: 1fril " Print Notary's Na me_ LuffJl eta '7vi ofi' Rime. Jenne E October 26 2007 Book23304 /Page2407 CFN #20050410495 Page 1 of 1 MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 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 (BOR.A) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SWID -101 Outswing Aluminum French Door - Impact / APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, bearing the Miami - Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ",'unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 0417.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, l MIAM I -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 NOA No 02- 0701.12 Expiration Date: November 22, 2006 V Approval Date: July 12, 2002 Page 1 MIA MFDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "640' Aluminum Casement Window APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact", sheets 1 through 11 of 11, prepared by manufacturer, dated 12/17/02 with revision on 3/17/03, signed and sealed by Lucas 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 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 1226.02 Expiration Date: May 22, 2008 / Approval Date: May 22, 2003 Page 1 7 1/2 95.750 MAX 7 1/2 X °-- 37.500 ' 4X 2 POINT LOCK OPTION 1 MAX ON CENTER TYP. HEAD & SILL �— 7 1/ 5 1/2 J 13.5 135 I TYP. MAX. 5 1/2 SEALANT ON FRAME CORNERS & PANEL CORNERS 7 1/2 95.750 MAX. 2 POINT LOCK OPTION 7 1 /2 ° --I �- 13 MAX. ON CENTER TYP. HEAD & SILL XX 71.750 MAX Robert L Clark, P.E. P.E. #39712 Structural dlatenol: Rovod By: a B. 7 1/2 Drown B 0.8. Ob 11/17/00 Roviolong: D) added 21,1. lock info Chkd By:lData: ., 13.5 y TYP. MAX. 5 1/2 SEALANT ON FRAME CORNERS & PANEL CORNERS 0a1o 2/1 6/98 I.) GLAZING: .401/.464 LAMINATED W //NTERL.4YER (MONSANTO OR OUPON.T) 2.) CONFIGURATIONS: X, XX 3.) DESIGN PRESSURE RATING: Jo) .464 LAM.: +75 P.S.F. -75 P.S.F. 3b) .401 LAM.: +60 P.S.F. -60 P.S.F. 4.) ANCHORS: MAX. 7 1/2 _ FROM CORNERS (HEAD & SILL) MAX. 5 1/2 FROM CORNERS (JAMB) MAX. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMB: 13.500 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -2241 7.) FOR LOCKING ASSEMBLY OPTION - SEE SHEET J OF 4 Tolereneoj lkdeaa Motet (� t 1/64 DeoFnd acEa+ .AOr Deana .010 Arrdr: 11' Series /Model: SWD - 101 Por No: LARGE MISSLE IMPACT DOORS Description: French Door, — X XX VENDOR NO: 1070 Technology Dr. Nokomis, Fl. 34275 Scala lx PRODUCT REVISED as compi)iag with the Florio Bolding Cods Acccpaance N 02 -0 ?0I. I Z .epinl Oe 11Sy mac - Mle DMde rredoct Coottesi PRODUCT RENEWED ACCEPTANCE: zr.. C-3%-- a 411.0 4 EXPIRATION t)ATI: NO+ENQt Q 22 2c06 11 1st,, 5 \ mom YT Cx «Ttitt. In VISION l Urwtw; COOL C01411.611NCI 0Wi° Shoot 1 014 INDUSTRIES Drawing No. 971 Roy: 3 POINT LOCK ASSY. 2 POINT L,OCK ASSY. Robert L. Clark, P.E. #39712 - Strtacturar .250 MAX. SHIM SPACE Ravialona: 0) added 2 pt. lock info notarial: Roved By: 0.B. Pl ottn By D.B. Dole: Chkd By: rota: 1t /17/00 Data: 2/16/98 .3.000 I PCT NO .101 LAM. W /MONSANTO SAFLEX PYB INTERLAYER OR .401 LAM. if/DUPONT BUTALJIE INTERLAYER SEE NOTE j ON SHEET 1 DESIGN PRES.SURE RATING: *60 as(, Jolarencaa Unless Play nocifor c t 7/64 O.oind Onkel .Ott 3 Angular: 1' Series /Model: SWO- 10 1 1070 Technology Dr. Nokomis, F!. 34275 VENDOR NO: Scala: 3/1 6 ANN. -_ .090 --- c oru.m 3/16 ANN. --- Shoat: 3 of 4 L .250 MAX. SHIM 3.000 SPACE /PRODUCT REVISED al complying with the Florida aoldlq Code AocepMxe No 0 2- 70 I. 12 Mapintloe Dote AliaaYba hedeet Coto Dta sine French Door — Expioded /Glozinq Drawing No. Vts10PG t ri 1.489 PRODUCT RENEWED Merl r&NcrE N.. ° l -041 0 1 -4 Ex'IRnnaYUAT7. No4Eyd¢R21 Lh Ist 1 1�qK_•. Puoutict uuannttY Wtt COM 971 CI r C} _ .464 LAM. W /MONSANTO SAG.E.X PVB INTERLAYER OR _464 LAM. l./DUPONT BUTAUTE ANTrRLAYCR SEE BDIEJ ON SHEET 1 . DESIGN PRESSURE RATING: *75 px t, INDUSTRIES Doacriptlon: Roy: D t f MtN a WOOD euCic Qla PA NEAR .— I/4 JARGON TYP. HEAD LO TYP. JAMB • • a TYP, SILl. BUCK prT FLATHEAD TYP. HEAD 1/4 8 C . 0 • • ° • a d • 4 13 l 1 u WOO BUCK TYP. JAMB .JtJ MAX.. #;/°/ Robert L. Clark, P.E. RE. #39712 Structural ITEM! _ L DOOR HEAD SILL 2 OCOR JAMB 3 O O A S R A A 4 .250 x .187 FINSEAL STRIP 5 DOOR W— STRIP CHANNE 6 FRAME JAMB 7 FRAME HEAD ,ZING BEAD ROLL FORM 9 OUTSWING THRESHOLD 10 5/16x18 THREADED ROD 11 TRUSS CLAMP 12 5/16x1/16 TRUSS WASHER 13 5/16x18 TRUSS NUT 14 FRAME SCR, COVER CAP 1 5 ST??IKE PLATE t6$TRIK PLATE INS ', T 17 10x3 4 SCR. PL T. HD. PHIL 18 HINGE ASS Y. 19 10x.625 FLT. HO. PHIL x i 2 FLT. HD. PHIL. L-T.)zm T • • I •; •: :__� • • MOW 71058FP 710X 12PPW 1 20 7612FW 78112A 4UBLOK 7634F 6.200K 00W FO3PTAY 7LOKAP 7L •K ' 7BL TIP 6 899C ®hin • e &hinge -frame iamb Fir Q bo • f l.h. astragal slide bolt locks 6 hew & ill 26 30 hinge - hinge -door 'amb • 1 lock 2 /lock support asst'.) 1 ostra • cis fr. 'ambs & head CAMCOR PG IND USTIIES MERCHANTS FASTENER 41 21 NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER PGT INDUSTRIES 41720 MERCHANTS FASTENER FASTEC INDUSTRIAL H S SCHL GEL 0 ' `. PGT INDUSTRIES HARLOC HARLOC HARLOC X1 FD3PTAY 100 8 820 • • a POT INDUSTRIES FASTEC INDUSTRIAL SCHLEGEL CORP. 4UBLOK •200X190 DESCRIPTION 6 2 6x1 2 FL H' PHIL. 23 8x1_1/2 SCR. PN HO. QUAD 24 .M S .. R 25 LOCK SUPPORT ASS Y. 26 64/4 FLT, HQ. PHIL.. 27 x 1 0 . _ .N 28 .375 x .190 QLQN y 29 ,3 POINT LOCK ASS Y 30 LOCK (ACTIVE) 31 L CK (DUMMY) 32 D EAD -BOLT LOCK 0 1 LAM. W MONSANT 334 SILICONE 35 #1 Pn. SMS 36 1,a TAPCON 37 .401 LAM. W /DUPONT 38 .4S4 LAM. W D PONT 39 ,454 LAM. W MONSANTO 40 2 POINT LOCK ASSY. 41 J1 x .75 Ph. Fl. ek 7834FPT Revisions: 0) added 2 pt. lock info Malarial; Roved B' Date: 0.8. 11/17/00 Organ 8y. D.B. Chkd 8y: Do Dolo 16/98 V.T. 60375 60376 377 67924G 60411 QTY. /DESCRIPTION each door to & bat. roil ALUMAX 6 70 61069M 6TRODA 4 1 door to. & bo . roil 60378M 8 2 ea. door top & bat. roil 7WASHA 8 2 /ea. door top & bot. roil 7JNUTA 41722W 7955X 41721 71034A 8 2 /ea. door top & bot. rail series /.Model: SWD -1O1 Description: PGT NO: 1 astragals & frame iambs O r.h. ostragal O r.h. astragal O r.h. astra al O r.h. astragal O r.h. astra Tokroneea Unless Nolad &Miens g 1/64 Dedn& .0 ¢ Nano! .000 t Anglin • 1' al PRODUCT REVISED CS cog w ilb the Florida Balding Cade Aeccptaaa No 02 - 0'01.12 Ibpi radon DattgLapp Oath itratl®et Coeltroi VENDOR NO: 1070 Technology Dr. Nokomis, Fl. 34275 Scold: ALUMAX ALUMAX VENDOR AL UMAX SCHLEGEL CORP. ALUMAX ALUMAX ALUMAX FASTEC INDUSTRIAL ALUMAX FASTEC INDUSTRIAL FASTEC INDUSTRIAL PGT INDUSTRIES DOW CORNING H.P.G. H.P.G. POT INDUSTRIES SPENCER PRODUCTS French Door --- Anchorage 8.0.M. Shoot: D rawing No. 4 of 4 371 VENDOR ,1' AF -1037 AF- 10,376 A -1 F57924 - 187 A l Yi AF-10 80 AF-12 76 AF -12,375 AFB -10378 41722W 899 ntrr•.rT co. w1. % 0 oy c.'O'l W.411.; R1 flO + imrz Node'wcr 2Z 6 20 uy c,. c. I INDUSTRIES Row: 95.750 93.625 .489 EXTERIOR ROUGH OPENING 1.272 4.000 SEE SHEET 3 FOR ANCHORS .250 --� MAX. SHIM SPACE ROUGH OPENING 3.000 --c1 • 1.750 f MAX. SHIM . 250 SPACE 1.479 84 3/4" DAYLIGHT OPENING i VERTICAL SECTION INTERIOR 34.625 TYP. BOTH PANELS ACTIVE PANEL 25" DAYLIGHT OPENING 1.489 r .250 14" MAX. ACEIM q/ lj Doi Ito b rt Clark, PE. P.E. 939712 ROUGH OPENING Structural HORIZONTAL SECTION INTERIOR 7 1.750 EXTE IOR INACTIVE PANEL —�-�— 1.480 ?R.ODUCT REVISED sote.aplylas with Ilk Flartdo iltddlag Code Maptsoce N.0 OI.1 &Oradea Dote MM I Dude Product Control DMriea .250 MAX. SHIM . SPACE ROUGH - OPENING PRODUCT RENEWED AccErT,NC Pl.. C) 1— 0411' oV EXPIRATION NIXIE A.4e 2Z ) 20°4 1�n N� 4 4 shIA =- PROM let tree ny RgVTX 130100 coc4 901 OFYI E n Rovislona: D) added 2 pt. lock info Material: Roved By: rate: 0.9. 11/17/00 Dream By: D.B. Chkd By: Ooto: Cola: 2/16/98 jot®reneeg Un /exs Need 1 ce.= * 1/64 0.�n .aa * o cioal .000 A minter i I• Series /Nodal: SWD -101 Description: 1070 Technology Dr. Nokomis, Fl. 34275 French Door — Elevations, PDT NO: VENDOR NO: Scala: Shoot: 20/4 INDUSTRIES Drawing No. 971 Ray: D NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS. COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: 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 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI - DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. FOR "XX" CONFIGURATIONS SEE SHEET 4. F. FOR i+-1 "XOX" & "0" CONFIGURATIONS SEE SHEET 5. G. FOR 144 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES. (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4° FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER fZEQUIIEME"NT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.. 7. REFERENCt TEST REPORTS: FTL -3580, FTL -3582 & FTL -3587. 0 x 0 CONFIGURATIONS OPTIONS x x 0 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED GLAZING DETAIL .090 SOLUTIA OR DUPONT INNER LAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED GLAZING DETAIL NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 1 ELEVATIONS 2 -3 .DESIGN PRESSURE TABLES 4 -7 SECTIONS 8 CORNER CONSTRUCTION 9 EXTRUSION PROFILES 9-10 PARTS LIST 10 ANCHORAGE 11 1/8° HEAT STRENGTHENED GLASS .650 NOM. GLASS BITE 3/16" HEAT STRENGTHENED GLASS .650 NOM. GLASS BITE Approved as complying arbtb t Dale 0 3 Miami Dade Pratte! ax 3!?i./03 Rod 6y. F.K Rotcd Moved Oats: 3/17/03 : Wes: Raj. A Review= Rmlah:no: Warne Nr: O, ,: Wtx F.K. 12/17/02 REVISE ANCHORAGE NOTE 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 130X 1529 NOXOMIS, FL 34274 Visibly Better NOTES AND GLAZING DETAILS ,W: ALUMINUM CASEMENT WINDOW, IMPACT Caticebbetzt CA -740 mo: stoat : Dmatno rta. NTS 1 a 11 7045-8 Lucas A Tumor. P.E. PE 058201 Modsonical CENTERLINE 1 1/2" ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL -\ TYP. (2) 13" MAX. O.C. 3 4" MAX. 4 "• MAX. ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 37" MAX. VENT TYP. 7` 4" MAX. ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 4" MAX. 30" MAX. DAYLIGHT -©- OPENING ' X 0 30" MAX. DAYLIGHT -®- OPENING X 56" DAYL OPE 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING I , • 13" MAX. O.C. I 60" MAX. FIXED I I SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. f ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 5 -7 FOR PRESSURES) 4" MAX. AX. IGHT NING 63" MAX. HEIGHT F _______ 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING G SEE MEETING RAIL DETAIL TYP. (2) •■ - • --� 4-- 141 /2" MAX. O.C. TYP. ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 4 FOR PRESSURES) - I 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) 56" MAX. DAYLIGHT : OPENING 63" MAX. HEIGHT Approved Florida B Date • NOAH 1 *SI ■ Miami Dads Product Coat D z� Royal By: F.K. De*: 3/17/03 Oat: Awed tJ Dram ['.y: paw Chratca 6r Dap: F.K. 12/17/02 Ry&taita: A It9tl: REVISE ANCHORAGE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 "XX" & "XOX" ELEVATIONS r"er ALUMINUM CASEMENT WINDOW, IMPACT aeReNUaa CA-740 ate: (Mare, NTS 2 d 99 7045 -8 A Lucas A. Turner, P.E. PE 08201 Mechanical SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. 4" MAX. 32" MAX. WIDTH 25" MAX. DAYLIGHT - OPEj1ING X 65" MAX. DAYLIGHT OPENING 141/2" 4" MAX. MAX. O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 4 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 14 1/2" MAX. O.C. VENT HE=AD & SILL ONLY 13" MAX. O.C. 4" MAX. 4" MAX. --- SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 72" MAX. 13° HEIGHT MAX. I O.C. 4" MAX. 37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING X I 4' MAX. 141 /2" 4�- MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 4 FOR PRESSURES) 97" MAX. WIDTH 56" MAX. DAYLIGHT OPENING 30" MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING 63" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 13" MAX. O.C. 4° MAX. 4" MAX. 1 56" MAX. DAYLIGHT OPENING 63" HEI -- -4 -13" MAX. O.C. O 1 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING ELEVATION "E" - 63" HIGH "0" (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) M AX. GHT SEE MEETING RAIL DETAIL SHT. 2 TYP. (2) .4 37" MAX. V EN 60" MAX. FIXED - --� ELEVATION "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 6 -7 FOR PRESSURES) 13" MAX. O.C. Approved as complying with tt r B . 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT Reread Br F.K. Cdr. dr Crorn, ay: F.K. Dxy: 3/17/0.9 Dom: A R Wa: Ltrze 12/17/02 : REVISE ANCHORAGE D. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 110X 1529 NOKOMIS, FL 34274 Vttib& Better "X ", "O; "XO" & "OX" ELEVATIONS i"e ALUMINUM CASEMENT WINDOW, IMPACT Serlowlitdat CA-740 NTS &we, N ,. 3 d 11 I 7045 -8 A Lucas A Turner. P.E. PE #88201 Mecha 'rt.ecl 3. 9 #14 SCREWS "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587 "A,.090,1 S. 5/16" LAMI (178"HS,.090,1/8"RS) HEIGH 000 48.000 50.625 54.000 1 57.000 - 60.000 63.000 66.000 69.000 72.000 POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS - NEG POS NEG POS 0 0.0 7 -83.6 70.0 70.0 -90.0 70.0 R 70.0 -90.0 70.0 70.0 -90.0 70.0 70.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 70.0 -90.0 70.0 70.0 -68.4 68.4 70.0 -61.8' 61.8 65.5 n -57.5 57.5 70.0 - -75.0 70.0 60.4 - 54.3 54.3 70.0 ,-75.0 ,70.0 59.0 -52.8 52.8 NNDOWS 1 /8 "HS) /16 "HS) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 - 63.9 63.9 -60.0 -90.0 70.0' -90.0 -90.0 70.0 n -90.0 -90.0 70.0 ' -90.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 -79.9 70.0 -75.4 -90.0 70.0 -90.0 - 58.9 58.9 -56.1 -90.0 70.0 -90.0 - 54.9 54.9 -51.8 -75.0 70.0 -75.0 -51.1 51.1 -47. -75.0 70.0 -75.0 -49.9 49.9 -46.4 - 75.0 -75.0 Visibly Better 70.0 70.0 x 70.0 70.0 56.1 70.0 51.8 70.0 9 47.9 70.0 n 46.4 TEST REPORT: FTL -3582 1 -75.01 70.0 NDOWS TEST REPORT: FTL -3580 1 -90.0 1 70.0 -90.0 -90.0 -90.0 -90.0 70.0 -72.4 70.0 -90.0 60.0 -58.5 70.0 -90.0 -53.8 -90.0 -48.6 -75.0 -44.8 -75.0 -43.5 - 70.01 -75.0 58.5 -56.2 70.0' -90.0 70.0 -90.0 70.0 -89.6 70.0 -90.0 70.0 -69.9 70.0 -90.0 70.0 -90.0 53.8 -50.4 70.0 -90.0 48.6 -45.2 70.0 -75.0 44.8 -42.2 70.0 -75.0 43.5 -41.1 70.0 -75.0 DaMMledat tsar: CA -740 NTS 70.0 -86.3 70.0 -90.0 70.0 -90.0 70.0 -90.0 69.9 -67.8 70.0 -90.0 56.2 70.0 50.4 70.0 45.2 - 70.0 42.2 70.0 41.1 70.0 4 a 11 -53.4 -90.0 -47.7 -90.0 -42.4 -75.0 -39.7 -75.0 -38.6 -75.0 53.4 -51.3 70.0 : -90.0 70.0 -90.0 70.0 -84.2 70.0 -90.0 67.8 -66.2 70.0 -90.0 70.0 ' -90.0 47.7 -45.6 70.0' -90.0 #14 SCREWS) "XX" WIND A. 5/16" LAW (1/8"A,.090,1/811S) 54.000 1 57.000 1 60.000 1 63.000 NEG POS EG POS NEG POS NEG POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 60.4 59.0 HEIGHT 48.000 NEG POS -75.0 -75.0 -75.0 -75.0 -74.4 -68.4 -61.8 -57.5 -54.3 -52.8 70.0 70.0 70.0 70.0 70.0 68.4 61.8 57.5 54.3 52.8 50.625 NEC POS -75.0 -75.0 -75.0 -75.0 -69.6 -63.9 -58.9 -54.9 -51.1 -49.9 70.0 70.0 70.0 70.0 69.6 63.9 58.9 54.9 51.1 49.9 -75.0 -75.0 -75.0 -75.0 -65.2 -60.0 -56.1 -51.8 -47.9 -46.4 • v, 70.0 70.0 70.0 70.0 65.2 60.0 -75.0 -75.0 -75.0 -72.1. -63.0 -58.5 56.1 - -53.8 51.8 -48.6 47.9 -44.8 46.4 -43.5 TEST REPORTS: FTL -3582 70.0 70.0 70.0 70.0 63.0 58.5 53.8 -75.0 -75.0 -75.0 -69.5 -60.8 -56.2 -50.4 48.6 -45.2 44.8 -42.2 43.5 -41.1 70.0 70.0 70.0 69.5 60.8 56.2 50.4 45.2 42.2 -75.0 -75.0 -75.0 -67.5 -58.0 -53.4 -47.7 -42.4 -39.7 41.1 1 -38.6 70.0 70.0 70.0 67.5 58.0 53.4 47.7 42.4 39.7 38.6 x x NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XX" WINDOWS IS LIMITED TO 46.7 P.S.F & t PRESSURES- X XX CONFIG. WINDOWS Tyr ALUMINUM CASEMENT WINDOW, IMPACT mo w. 7045 -8 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.2 66.2 -65.0 70.0 -90.0 51.3 -49.8 70.0 -90.0 70.0 -90.0 45.6 -43.9 70.0 -87.8 42.4 70.0 NOTE: "X" WINDOWS WIDER THAN 39 7 32" AVAILABLE AT MAX. HEIGHT 70.0 OF 63" ONLY. IF USING 3/16" 38.6 TAPCONS OR #12 SCREWS DESIGN PRESSURE IS LIMITED TO 53.4 P.S.F 70.0 65.0 -63.7 70.0 -90.0 70.0 -90.0 70.0 -81.7 70.0 -90.0 70:0 -90.0 49.8 -48.3 43.9 -42.2 70.0 -84.4 70.0 70.0 70.0 70.0 63.7 70.0 48.3 70.0 42.2 70.0 Approved eosplying arfth the Florid.: • . Date / it OM 01 1 rt;Y { ..� a Product Contra! er7- /2 //U 3 Lucso A. Tumor, P.E. PE 0,58201 Mectannicd 0 0 0 0 0 6 0 1 0 5 0 4 0 0 0 , 70.0 -75.0 70.0 /INDOWS TEST REPORTS: FTL -3580, FTL -3587 I (3/16"A,.090,3/16 "HS) 'X" SIZES UP TO 32.000" WIDE x 72.000" HIGH 1 -90.01 70.0 3.000 POS 0 .0 .0 A .0 .0 .1 .5 .4 .0 0, NI ),3 COMPARATIVE ANALYSIS TABLE 6 "O" "XOX" WIDTH WIDTH A 36.000 72.000 POS 60.4 37.000 74.000 39.500 79.000 42.000 84.000 45.000 90.000 9 48.000 96.000 50.500 101.000 53.125 106.375 54.000 108.000 55.500 111.000 57.000 114.000 58.500 117.000 60.000 120.000 B C A B C A B C A B C A B C A B C A B C A B C A C A B C A B C A B A 26.000 C NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 70.0, -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.2 -75.0 C -90.0 -72.9 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 , 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 BASED ON 114" TAPCONS OR #14 SCREWS' "0" & "114A/2 - 1/4 XOX" WINDOWS 'EST REPORTS: FTL -3580 FTL -3582 POS 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 ' 70.0 -75.0 70.0 -90.0 70.0 -70.3 70.0 -75.0 70.0 -90.0 70.0 -85.0 65.0 -75.0 70.0 -90.0 70.0 -60.8 60.8 -75.0 70.0 -90.0 70.0 -58.7 58.7 -75.0 70.0 -90.0 70.0 -58.2 58.2 -75.0 70.0 -90.0 70.0 -57.1 57.1 -75.0 70.0 -90.0 70.0 - 56.2 56.2 -75.0 70.0 -90.0_ 70.0 -55.0 55.0 -75.0 70.0 -90.0 70.0 -53.4 53.4 -75.0 70.0, -90.0 70.0 36.000 NEG POS - 75.0 70.0 -75.0 70.0 - 90.0 70.0 -73.7 70.0 - 75.0 70.0 -90.0 70.0 ,-87.8 67.8 -75.0 70.0 -90.0 70.0 - 62.4 62.4 -75.0 70.0 - 90.0 70.0 -58.0 58.0 -75.0. 70.0 -90.0 70.0 - 54.3 54.3 -75.0 70.0 -90.0 70.0 -51.3 51.3 -75.0 70.0 -90.0 70.0 -48.7 48.7 -75.0 70.0 -90.0 70.0 -47.9 47.9 -75.0 70.0 -90.0 70.0 -48.4 46.4 -75.0 70.0 -90.0 70.0 - 44.8 44.8 -75.0 70.0 -90.0 70.0 -43.4 43.4 -75.0 70.0 -90.0 70.0 -42.2 42.2 -75.0 70.0 -90.0 70.0 38.375 NEGIPOS -70.4_70.0 -75.0 70.0 -90.0 70.0 -67.9 ' 67.9 -75.0 70.0 -90.0 70.0 -62.1 62.1 -75.0 70.0 -90.0 70.0 -58.4 58.4 -75.0 70.0 -90.0 70.0 -54.6 54.6 -75.0 70.0 , -90.0 70.0 -51.1 51.1 -75.0 70.0 -90.0 70.0 -48.3 : 48.3 -75.0 70.0 -90.0 70.0 -75.0 70.0 -90.0 70.0 - 44.5 44.5 -75.0 70.0 -90.0 70.0 -75.0 70.0 -90.0 70.0 -42.1 42.1 -75.0 70.0 -90.0 70.0 - 40.9 40.9 -75.0 70.0 -90.0 70.0 -39.7 39.7 -75.0 70.0 -90.0 70.0 43.000 NEG -60.4 -75.0 -90.0 -59.0 -75.0 -90.0 -75.0 -90.0 -63.3 -75.0 -90.0 -59.3 -75.0 -90.0 - 75.0 70.0 -90.0 70.0 -55.1 -75.0 -90.0 -52.7 -75.0 -90.0 -45.4 45.4 -50.0 -75.0 -88.6 -49.1 -75.0 -86.9 -47.5 -75.0 -84.3 -46.2 -75.0 -81.8 -44.8, -75.0 -79.4 -43.5 -75.0 -77.1 70.0 70.0 59.0 70.0 70.0 55.7 70.0 70.0 63.3 70.0 70.0 59.3 70.0 70.0 55.1 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70.0 70.0 46.2 70.0. 70.0 44.8 70.0 70.0 43.5 70.0 70.0 48.000 NEG POS - 54.3 54.3 -90.0 70.0 -75.0 70.0 -52.8 52.8 -75.0 70.0 -90.0 70.0 -49.8 49.8 -75.0 70.0 -90.0 70.0 -56.4 56.4 -75.0 70.0 -90.0 70.0 -53.6 53.6 - 51.4 51.4 -75.0 70.0 -86.0 70.0 -48.7 48.7 -75.0 70.0 -81.2 '70.0 -48.1 48.1 -75.0 70.0 -78.4 70.0 -45.3 45.3 -75.0 70.0 -75.0 ' 70.0 -43.9 43.9 -75.0 70.0 -72.5 70.0 -42.5 42.5 -75.0 70.0 -70.7 70.0 -41.3 41.3 -75.0 70.0 -89.0 69.0 -40.4 40.4 -75.0 70.0 -87.3 67.3 50. NEG -51.1 -75.0 -90.0 -49.9 -75.0 -90.0 -46.9 -75.0 -90.0 -53.4 -75.0 -90.0 -50.9 -75.0, -88.2 -48.6 -75.0 -80.9 -46.9 -75.0 -75.7 -44.2 - 75.0 -71.1 -43.4 -75.0 - 70.1 -42.2 -75.0 -68.4 -41.2 -75.0 -66.7 -40.2 -75.0 -64.9 -39.2 -75.0 -63.3 825 POS 51.1 70.0 70.0 49.9. 70.0 70.0 46.9 70.0 70.0 53.4 70.0 70.0 50.9 70.0 70.0 48.6 70.0 70.0 46.9 70.0 70.0 44.2 70.0 70.0 43.4 70.0 70.0 - 43.3 43.3 42.2 70.0 68.4 41.2 70.0 66.7 40.2 70.0 64.9 39.2 70.0 63.3 54.000 57.000 NEG -47.9 -75.0 - 90.0 -48.4 -75.0 -90.0 -43.6 -75.0 -90.0 -50.0 -75.0 - 90.0 -47.5 -75.0 -81.8 -45.3 -75.0 -75.0 -43.5 -75.0 -70:3 -42.2 -75.0 -66.5 -41.9 -75.0 -65.4 -40.8 -75.0 -63.6 -39.8 -75.0 -61.8 -75.0 -60.4 -37.6 -75.0 -59.1 47.9 -44.8 44.8 70.0 -75.0 70.0 70.0 -90.0 70.0 46.4 -43.5 43.5 70.0 -75.0 70.0 70.0 -90.0 70.0 70.0 -75.0 70.0 70.0 -90.0 70.0 50.0 -46.9 46.9 70.0 -76.9 70.0 45.3 -42.5 42.5 70.0 -75.0 70.0 70.0 -70.7 70.0 43.5 -41.3 41.3 70.0 -75.0 70.0 70.0 -66.8 66.8 70.0 -75.0 70.0 41.9 -39.8 39.8 70.0 -75.0 70.0 65.4 -81.8 61.8 40.8 -39.1 39.1 70.0 -75.0 70.0 39.8 -38.5 38.5 70.0 -75.0 70.0 38.7 -37.6 37.6 70.0 -75.0 70.0 80.4 -57.3 57.3 70.0 -73.3 70.0 60.000 63.000 NEG -42.2 -75.0, -41.1 -75.0 -90.0 -38.6 -75.0 -87.4 -44.3 -75.0 -79.7 -42.1 -72.4 -40.4 -75.0 - 39.2 -75.0 -63.5 -38.0 -75.0 - 37.6, -75.0 - 59.1 -37.2 -74.3 -57.5 -36.7 -73.3 -55.9 - 36.1 -72.2 -54.5 , -35.5 -71.0 -53.0 -75.0 POS NEG 42.2 -39.7 70.0 41.1 -38.6 70.0 -75.0 38.8 -36.5 70.0 -75.0 70.0 -83.2 44.3 -41.9 70.0 -75.0 70.0 -75.0 70.0 -69.2 70.0 -75.0 67.3 -84.1 70.0 -74.3 38.0 -36.2 70.0 -72.4 59.1 -56.4 37.2 -35.4 57.5 -54.8 70.0 -68.4 54.5 -51.6 35.5 -33.7 70.0 -67.4 POS 39.7 70.0 70.0 38.6 70.0 70.0 70.0 70.0 41.9 70.0 70.0 39.7 38.4 70.0 64.1' 37.1 60.5 36.2 70.0 57.3 70.0 35.4 70.0 54.8 34.8 53.2 34.2 68.4 51.6 33.7 67.4 50.0 TEST REPORT: FTL-3580 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) ALL.'"0" SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH -90.0 70.0 4 2 4 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "On WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. Approved as complying vitt tho Merida Date Miami Dade Product Conned Item, er F.K. Parod orata F.K. New iletx A cheatzd REVISE TABLE 8, GLASS TYPES A & C Lictx 1070 TECHNOLOCIY DRIVE NOKOMIS, FL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES- 0 & 1/4-1/2-1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT afflosillodet ism.* NTS 5 7045-8 ROC A PE #58201 COMPARATIVE ANALYSIS TABLE 8.(BASED ON 1/4" TAPCONS OR #14 SCREWS • • • - • - - :.` ' • '' ' DOWS TEST REPORT: FTL -3582 GLAZING OPTION: A 8" !8"A,.090,1/8gHS) "XO" WIDTH "XOX" WIDTH EIGHT 28.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 , 60.000 , 83.000 NEG POS. 70.0 NEG POS NEG POS NEC POS NEG POS NEC POS NEG POS NEC POS NEG - POS NEC POS NEC POS 37.000 55.500 A -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 48.000 72.000 A -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 49.333 74,0 A -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 87.5 53.125 79.688 A -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 -72.1 70.0 -69.5 89.5 -87.5 56.000 84.000 A -25.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67:7 44.9 64.9 - 82.7 62.7 - 60.4 80.4_ 53.4 80.000 90.000 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 -83.9 63.9 -60.0 80.0 -58.5 58.5 - 56.2 58.2 - 53.4 64.000 96.000 A _ -75.0 , 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71,1 70.0 -61.8 81.8 - 58.9 58.9 -58.1 56.1 -53.8 , 53.8 -50.4 , 50.4 -47.7. 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -25.0 70.0 -75.0 70.0 - 66.4 66.4 -58.2 58.2 -55.6 55.6 -52.6 52.8 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 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 72.000 108.000 , 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 74.000 111.000 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 TABLE 9. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS GLAZING OPTION: B. 5/18" LAMI (1/8"HS,.090,1/8"HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH TABLE 10. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & 1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH ( -90.0 f 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. Deb: 12/17/02 Rf+dpte: Ca=lcd ar Deb: Ravi Or Ocs: Rer Jan: F.K. 3/17/03 A REVISE TABLE 8, GLASS TYPE A Reecd tJr. 0m: fin: Roved IJr. bey: Mows Or F.K. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PRESSURES- XO, OX, & 1/3-1/3-1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT ss a sin 9esee - a Ka CA-740 is; 6 a 11 7045 -8 TEST REPORT: FTL -3582 ( -75.0( 70.0 3 X O 3 X X O 0 X Approval as eowpi3isg with ttrl Melds) lai Date O Z NOM Mimi Predict Coastrel Lucca A. Turner. P.E. PE *88201 Mechanical 111111111101:i • `'��- - 111:111/_ 3 MIjl/ is 3i / IIOI' TIN E; 11:& in/ Mei[ MEMIif1i ;iY:1:110I'Ii7iNi:E -ys /fI4111E1,!IleAL MIM TZIY:�'� "XOX" WIDTH VENT WIDTH FIXED WIDTH . . 26.000 LEI 36.000 38.375 43.000 48.000 50.625 54.000 LIM 57.000 60.000 I`_(ILO1l �W 63.000 �'_LJ - 50.5 50.5 1WAt_MW� LT:A 0 liaq 60 lad 69.264 19.125 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 -60.6 60.6 - 58.1 58.1 - 56.1 56.1 -53.3 53.3 31.014 B -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 -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 - 86.919 24.000 A -75.0 70.0 -69.1 69.1 - 63.4 63.4 -56.5 56.5 -50.4 50.4 -47.5 47.5 -44.1 44.1 -41.6 41.6 -39.2 39.2 - 36.9 36.9 38.919 B -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 -73.8 70.0 C -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 -85.2 70.0 95.973 26.500 A -75.0 70.0 - 60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 - 46.2 46.2 -43.8 43.6 -41.1 41.1 42.973 B -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 108.649 30.000 48.649 A -75.0 70.0 -53.5 53.5 - 50.4 50.4 - 54.5 54.5 - 50.7 50.7 - 48.2 48.2 - 44.9 44.9 -42.0 42.0 - 40.1 40.1 - 38.0 38.0 B -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -69.7 69.7 -66.3 66.3 -63.1 63.1 115.892 32.000 �n�.4a ; 51.892 A -75.0 70.0 -49.9 49.9 - 46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 -401 40.7 - 38.6 38.6 -36.6 36.6 B -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 -73.2 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 •-90.0 70.0 -78.6 70.0 -73.2 70.0 -68.3 68.3 - 64.8 64.8 -61.4 61.4 -58.8 58.8 122.000 33.687 = 54.627 A -75.0 70.0 -47.3 47.3 -44.0 44.0 - 48.4 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 B -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 -74.9 70.0 -71.4 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 - 64.7 64.7 41.0 61.0 -58.4 58.4 -55.7 55.7 123.135 34.000 55.135 A -75.0 70.0 -46.8 46.8 -43.6 43.6 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 B -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 -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 -57.9 57.9 -55.2 55.2 126.000 34.791 56.418 A -75.0 70.0 -45.5 45.5 -42.6 42.6 - 46.7 46.7 -43.1 43.1 -41.6 41.6 -40.2 40.2 -38.7 38.7 -36.9 36.9 -35.0 35.0 B -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 -73.7 70.0 -70.1 70.0 C -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 - 53.8 53.8 130.000 35.896. 58.209 A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 -36.2 38.2 - 34.3 34.3 B -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 -72.4 70.0 -68.6 68.6 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 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 I 130.378 36.000 ` 58.378 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 - 38.8 38.8 -37.6 37.6 - 36.1 36.1 - 34.3 34.3 B -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 C -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 51.7 134.000 37.000 60.000 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 B -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 C -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 COMPARATIVE ANALYSIS TABLE 11.(BASED ON 1/4" TAPCONS OR #14 SCREWS) TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" 8 "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES' UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX: FIXED WIDTH -90.0 70.0 NOTE: IF USINGj3 /•16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. rid Br F.K. Raved Liy: Oman ay: F.K. Oats: 3/17/03 : De9: 12/17/02 RoktIons A Rovienna. thcated by "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. REVISE TABLE 11, GLASS TYPES A $ C 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS Visibly Better Tic SairsiModst CA -740 PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT NTS !stew 11 genic Pio. 7045 -8 X 0 X UNEQUAL LITES X 0 UNEQUAL LITES 0 X UNEQUAL LITES Approved es complying /Mb lira Fla rbb 8 o e Date NOAH - Missi I Prodaet Cashel J as _ . - 3 /Z/ /v3 Lucas A Tamar, P.E. PE N58201 Muchanlctl MAX. HEIGHT (SEE SHTS. 2 & 3) Roved Ely: Dee: F.K. 3/17/03 A tam: ter bass: Revisions: »caw+ Or bass: Chocked ity; b : F.K. 12/17/02 VERTICAL SECTION 5PERABLE UNIT NO CHG THIS SHEET MAX. VENT DAYLIGHT OPENING (SEE SHT. 2) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) VERTICAL SECTION FIXED UNIT 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 9 OG MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) HORIZONTAL SECTION - XOX Visibly Better MAX. VENT DAYLIGHT OPENING (SEE SHT. 2) MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) - HORIZONTAL SECTION - X SECTIONS Taw ALUMINUM CASEMENT WINDOW, IMPACT s CA-740 MAX. WIDTH (SEE HT. 2) HORIZONTAL SECTION - XX PITS' 8 d 11 I 7045 - 8 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 9 0CD "XX" FRAME z ASSEMBLY DETAIL, SHEET 9 0CD Approved as e®szp1 , Florkta NOAH Miami Dade Product Coattail or�y�arr 3 /?t /o 5 Lucas A. Tumor, P.E. PE iIS8201 Medtanicd FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL SASH FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL SASH FRAME SIDE RAIL 1.159" 2.139" SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A " I C A /��+ 2.854° .062" NOM. 3.544" .062° NOM. L .- 2.784" FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A .062" NOM. 2.784" - FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A 2.919" Approved as eomplyfn¢ vrit6 the Florida B ode Dat ! .y NOA» #101319*.GII' Miami Dade Product Cep r a r 32110,3 Rows e F.K. Arad 6y: Data: 3/17/03 Rrnedorte A Iriribrm: IttrvWCISfr Omen B y : - - . ehsciati By: Octx F.K 12/17/02 REVISED FRAA4E ASSY DETAIL SCREW SPACING 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 PIG" Visibly Better DocatAlm EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT S. CA-740 3MK wa. MI • NTS I 9 d 11 7045 -8 A Lucca A. Tumor, P.E. PE A58201 Medwnicza .ITEM l 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 DWG# 7002A 1155 7008 7032 7033 7022 7023 40 7036 41 7042 43 1224 44 45 46 r 1634 50 7006 51 7040 52 53 54 55 67 7004A 68 69 7011 70 7012 71 7019 72 7018 Bey F.K Road 6y mar Diatm fir F.K. 7003A 1155 78IPQA 7017 67017K 7009 7024 7026 7014 1157 78X78PPSMS 7013 7015 7028 7027 7030 7031 1635 331 dour wvtdons: 3/1749 A Dae: Cheated By. 12/17/02 PGT. # 781PQA 7858ZA 71 OxI2FP 6TP247 6163K 61635K 60976 78xI2PSTW/B orb: 67004 7 OX I PPT 711573 7FLDHD NO CHO THIS SHEET PARTS LIST MAIN FRAME - HEAD, SILL & JAMBS 48 X 1 QUAD PH SMS FRAME CORNER KEY I/2"X1/2"Xl/8" CLOSED -CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS 88 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE 810.24 X .562 PH. PN. TYPE F MULTI -LOCK KEEPER (LH. & L.H.) 08 X .875 PH. PN. SMS TIE BAR GUIDE TIP, BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 88.32 X .375 PH. PN. TYPE B STUD BRACKET LL.H. & R.H.) $8 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) 810 X .500 PH. PHL. 5/16' LAMINATED (1 /8A & 1/8HS GLASS) .090 INNER LAYER,- SOLUTIA OR DUPONT PVB 5/16" LAMINATED (1/8115 & I/8145 GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3 /16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16115 & 3/16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16 ") GLAZING BEAD (7/16 ") VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP 88 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASS'Y. TUBE 812 X 1" PH. PHIL. TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE DESCRIPTION P.O. BOX 1529 NORMS, FL 34274 ITEM 73 74 75 80 81 82 83 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DWG# 7025 7016 7005A 1155 7010 7007 POT. # 70834A 781PQA .706" .050" .865" 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" .050" c- i F .865" 7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 Visibly Better .040" _ �; 1.000" I -1 .423" --�I CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 PARTS LIST CONT. MAXIM SINGLE LOCK SINGLE LOCK KEEPER #8 X .750 QUAD PN SMS FIXED WINDOW FRAME - HEAD, SILL & IAMBS 08 X 1 QUAD PN SMS FIXED FRAME CORNER KEY INSTALLATION HOLE COVER NTS .125" .062" DESCRIPTION .093" -I -mI 1.124° CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A Seed, ' o,"aa® 10 a 11 7045-8 .993" � r_ .289 .040" INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 2.701" A Approved as emptying with t Florida B a iss o Date NO M 1aad ': • Product Comilla Div By r 3/�r/3 Lucaa A. Tumor, P.E. PE 1158201 Madmnlcel APPROVED WOOD BUCK 1 1/2" OR MORE THICK . (SEE NOTE 2) 1/4" MAX. SHIM #12 OR #14 SCREWS _ AMC 1/4" MAX. SHIM 3116" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: F.K. mar Fbrad ty. t: 317 /03 Dux itatiskans: Fter6kre: bang by taw: "acc:Vedgy F.K. 12/17/02 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK : A ADDED #14 SCREW OPTiON APPROVED WOOD BUCK LESS THAN 1 1/2° THICK (SEE NOTE 3) 1/4" MAX. SHIM —] 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) j 11/4 " MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE ji www.w �.. wnw• •• ' unum nwnu.:munnuun. C�1 ��l1.� ..: • 1 114° �- MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLAT}ON TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEEFtEb BY OTHERS. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 F. 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) Vtsib& Better APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4° MAX. SHIM r _ #12 OR #14 SCREWS r 11;1111 ti ttt - 11/2 " MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 9 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE T ANCHORAGE DETAILS rft ALUMINUM CASEMENT WINDOW, IMPACT APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 _ �` {111111 lIin .1 11.11 It II IIIN► L r 11/4 " MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2 "•THICK Approved as complying with the Fkrida Be ode Date + " 0 NOAM +fYgL! =�oF Miami ,.. Product Co.trai Lucas A. Tumor, P.E. PE (/58201 Mochanleol MAX. tZ1.1► as MAX WONT OPENING TYP. 6.800 38125 MAX. 33 sie MAX ® DAYLIGHT CPENNG 13.60 ,._ I I tr 13 IALX. MAX. 4.000 - 4.000 4.000 4.000 OXXQ 71.780 MAX, 25" MAX. A ACOYE / / t / / 4.000 4.000 4.000 / 8.000 \ BAUBLE 11 111111 25" MAX. DAYLIGHT -- Four 1/4" Topocno or 5 l Roq'd LARGE MIS WE IMPACT DOORS at this L000ton. Top M 1.) GLAZING OPTIONS (SEE SHEET 3 FOR GLAZING DETAILS) 01 1 - A02 (3/87 LAANM7ED (3/18 NEAT S)RENGIfIENED, OP7K1N 2 - .402 (3/87 LAMWWTED (3/16 HEAT SIRENGTHENED, OPTION 3 - 7/16 LAMINATED (3/16 HEAT S'TRENGPIENED, .090 OPTION 4 - 7/16" LAAIINAIED (3/16 HEAT STRENGTHENED, .090 2.) DESIGN PRESSURE RATING: (SEE TABLES SHEET 2) .3.) ANCHORS: DOOR LOX FROM CORNERS: 6.500 (HEAD & SILL) I4AX. FROM CORNERS: 5.000 (..IAMBS) MAX SPACING AT HEAD & SILL: 13.500 MAX SPACING AT JAMBS: 21.000 4.) SHUTTER REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) REFERENCE TEST REPORT: FT1 -2067 6.) SEALANT TO BE APPLIED AROUND THE FRAME CORNER & PANEL CORNER SEAM. 36.125 MAX. -°-- -� 33 3/8 MAX. OAYUGS ®--� .090 INNER LAYER, 1/8" ANNEALED .090 MINER LAYER 1/8" HEAT STRENGTHBVED INNER LAYER 3/16 ANNEALED INNER LAYER, 3/16 NEAT S7RENG1TdENEO 13.250 6.000 . TYPICAL 21.000 MAX, Lama 4.000 4.000 4.000 4,000 21.000 MAX. HINGE OC. 6.000 TYP ICAL 47.875 HINGE LOC. TYPICAL 1 N MAX. AISHCBS. ARE 7YP. lit HEAL1 &t SILK Robert L Clark, P.E. PE #39712 Structural 4. 85 1/8 MAX. DATUM OPENING TYP. 36.125 MAX. 33 3/8 MAX. DAYLIGHT OPENING s 2 POINT LOCK OPTION 3.60 MAX. 4.000 4.000 4.000 -» 4.000 1070 TECHNOLOGY DRIVE NIS. FL 34275 P.O. BOX 1620 140 XOMIS, FL 34274 38.500 1350 WAX. , , 17/03 oxo 37.500 MAX. 0-ADO D.O. DIALS fer t2/02 A ar GLASS &_ ,&r F.H. Drown 84_20/01 B -PER LETTER 8/17/Oj D. 2/99 ELEVATIONS OXXO & OX0 WWI ALUMINUM FRENCH DOORIV SIDELITES Sarf<ylicabl: She: - Shoot Rac P0 - 101 - NTS 1 of 8 972 D 36.125 MAX. -f 33 3/8 MAX. DAYLIGHT --11 6.000 21.000 MAX. 21.000 MAX, -J 6.000 PAODU AMMO naa ee ieN6 tie Malta irsogroin fkk Dickies COMPARATIVE AnALYSIS TABLE 1. - GLASS OPTION 1 3/18" Heat Siren! _ ed .090 nner la 10' Annealed O O X X 9 2 2 2 2 2 MMdaiita Width 22.000 28.000 30.000 33.000 38.125 22.000 28.000 30.000 33.000 36.125 37.500 37.500 37.500 37.500 37.500 71.750 71.750 71.750 71.750 71.750 79.750 -75.0 75.0 -74.7 74.7 -64.7 64.7 -55.4 55.4 -48.9 48.9 -75.0 75.0 -74.7 74.7 -64.7 84.7 -55.4 55.4 -48.9 48.9 83.750 -75.0 75.0 -73.2 73.2 -63.2 63.2 -53.5 53.5 -47.5 47.5 -75.0 75.0 -73.2 73.2 -63.2 63,2 -53.5 53.5 -47.5 47.5 87.750 -72 5 72.5 708 70.8 -610 61.0 -516 51.6 -454 45A -72 5 725 -70 8 70.8 -610 61.0 -516 51.6 -454 45.4 91.750 -70.2 70.2 -68.5 68.5 -59.0 59.0 -50.1 50.1 -43.4 43.4 -70.2 70.2 -68.5 68.5 -59.0 59.0 -50.1 50.1 -43.4 43.4 95.750 -68.8 68.8 -67.1 67.1 -58.2 58.2 -48.9 48.9 -41.8 -68.8 68.8 -87.1 67.1 -58.2 58.2 -48.9 48.9 -41.8 41.8 N• T. A-7' 7 I = •�i' ,> fit: T• _ _ .S_ .• 1 . 3/16" Heat Stren!. ed .090 nner La er 3(16" Heat Stre • hened A X 2 2 2 t ident° Width 22.000 28.000 30.000 33.000 36.125 22.000 28.000 36.125 Max. Door Widths 37.500 37.500 37.500 37.500 37.500 71.750 71.750 71.750 71.750 71.750 79.750 r -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 83.750 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 87.750 -75 0 75D -750 75.0 -750 75.0 -75 0 75.0 -75 0 75A -75 0 75.0 -75 0 75.0 -75 0 75.0 -75 0 75.0 -75 0 75.0 91.750 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 95.750 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 COMPARATIVE ANALYSIS TABLE 2. - GLASS OPTION 2 3/16" Heat St • ened .090 Inner = - 1/8" Heat Stren e ' ened O X O 0 X O 1 1 1 1 1 2 2 2 2 33.000 36.125 22.000 28.000 30.000 36.125 Max. Door Widths 37.500 71.750 79.750 71.750 71.750 He his 79.750 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 83.750 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75,0 -75.0 75.0 -75.0 75.0 91.750 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 95.750 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 fl0TES: 1. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. 2. POSTNE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. GENERAL: 0/O n DAYLIGHT OPENING 0/0 HEIGHT = DOOR HEIGHT - 10.875" 0/0 WIDTH SIDEUTE = SIDEUTE WIDTH - 2.750" 0/O d!liDTH PANEL a PANEL WIDTH -12.500° /Ho RobaA Lc, P.E. PE Structure! 1070 TECHNOLOGY ORIV moms, FL 34275 P.O. BOX 152a HO OMIS, ri. 34274 COMPARATIVE ANALYSIS TABLE 3. - GLASS OPTION 3 - 3i16" Heit en•t ened .0901n - r La - , 3116" Annealed O X O O X x 1 1 1 2 2 2 2 2 - 8Idalite - Width 22.000 28.000 30.000 33.000 36.125 22.000 28.000 30.000 33.000 36.125 M. boor Widths 37.500 37.500 37.500 37.500 37.500 71.750 71.750 71.750 71.750 71.750 Hs hts 79.750 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -70.0 70.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -70.0 70.0 83.750 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -67.9 67.9 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -67.9 67.9 7.750 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -65.7 WEI -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -65.7 65.7 91.750 -75.0 75.0 -75.0 -75.0 75.0 -74.7 74.7 -83.1 63.1 -75.0 -75.0 75.0 -75.0 75.0 74.7 63.1 95.750 -75.0 -75.0 75.0 -75.0 75.0 -72.6 72.6 -60.4 -75.0 -75.0 75.0 -75.0 75.0 -72.6 72.6 -60.4 60.4 Awed Or Dew 1 17 03 MOON TABLES 8-PER LMD? 847/01 Mow mew= impiredie r ALUMINUM FRENCH DOOR W &4641140dA sods: Sheet: &acing Row 0 3/W HEAT STRENGTHENED '"t"" .090 INNER LAYER (SEE NOTE) 1/13" ANNEA I ED GLAZING OPTION I 402 (3/8 ", j,AMINATEQ 8/18' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/18' HEAT STRENGTHEN® .437 g , A. ZING OPTION 4 7✓/1 6" LAMINATE 3/16" HEAT STRENGTHENED .090 WIER LAYER (SEE NOTE) 11$ ANNEALED SIDELITE5 3/16 HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/16" HEAT STRENGTHENED SIDELITE$ REFERENCE TEST REPORT: FTL -2067 3/W HEAT STRENGTHENED 3/16' HEAT STRENGTHENED .090 INNER LAYER (SEE .090 INNER LAYER (SEE NOTE) 1/9' HEAT STRENGTHENED i/6" HEAT STRENGTHENED .437 DOQ$ SIDELITE$ GLAZING OPTION 2 ,402 (3,/8" LAMINATED NOTE: INNER LAYER MAY BE DUPONT OUTACITE PY3 OR SAFLWKEEPSAFE MAXIMUM. Robzrt L. Clark. P.E. PE 139712 Structural 1070 TECHNOLOGY ORI NOKOMIS, FL 34275 P.O. SOX 1820 NOKOMIS, FL 34274 DOOR Rand Oats: RevlsIonto 1 17 03 0 -NO CHG THIS SHP GLAZING DETAILS SeriesOodek F0-101 ir 3/16 ° HEAT STRENGTHENED .090 OTHER LAYER (SEE NOTE) 3/16" ANNEALED scat, NTS GLAZING OPTION 3 7,16" LAMINATED 3/16" HEAT STRENGTHENED .090 INNER LAVER (SEE NOTE) 3/16" ANNEALED SIDELIT eggnogs ale tt . ALUMINUM FRENCH DOOR W/ SIDELITES Orwkly Ms. 3 of 8 972 e REFERENCE phi REPORT: FTL-2 HOPI °(INTAL SECTION IMO Rom i. Clark. A.E. Pt #39712 Structural 1070 TECHNOLOGY NW FL 34279 RA BOX 1529 FL J4274 sstiajegodet Odor 3/ 10/01 7712/99 SECTIONS 1/17/03 0 -NO CHGF O THIS SHT __HG THIS SHT PER LETTER 007/01 pkaracce NTS 4 8 1 972 2. /� a�a D Q mailibiamp ALUMINUM FRENCH DOOR W/ SIDELITES FD-101 Robert L Ciortt, P . E. PE #30712 ShmAurol 11577 11111111M11 pr r:i - r.7 .1VP.77'91111. IIIMINININ 1 -11W111-f•:(1-Tifi:7.-1117.7 11Filrial Pr. leits.. AU. F 1 1117..• TEC 1.xhrallEll Iltlaa It."=P2 1111,1111V-! Vri gr. i-4111 T 1111.111111r2 1E? 1 .111•111 r 1 11111A1112;.:U.. -*Li: 1172 ! an= I I LIM r. 1)2 :X MM. Ir. IIW-1111 • ;:.' Num P:17.-77/ i,777. ' ou.. mi /*I MIMI It 177111V...77 1 . 0 1.111 111FP1111Urii.MTILL:;?.:: it. t-.141-211 11111111fi,':!..AV 111"e2 11111 1111b11111R7VZ1 AI AIME 111111111 1111 k AEI 1.7111L1: Wan 411 11V111fil 111:1 ; . VIWZ 1111". rife- .111/2 WEE ; hI1C;;11 1111EA1111T.7. - •:7,1 IF a I f111441/•7•1111/ 111FAIIIIPITIFTI•1111111111111111111111•11111111■ 111fr, FEBE: - 7111111111111111111111111111111111111111 NIVAIIIP! 11,4111111 WARP P 111V.7.77.711/111- Iftf V; 11F4A1111V. 11104111: -1 110 111.61 LI 1 1070 TECHNOLOGY OR M NOKOMIS. FL 34275 P.O. 90X 1820 NOKOMIS. FL 34274 FO-101 IIIF I- rriti- E`f?..:: E:=_11111/7.c PA flci • kr + rika" E 5114 11111111;;= • ; 4-1111M11111 IF414 .5 $11111111111111 W FIT7i 71 .:7r ;‘ I Ai tafil11 • te (Lai: t 41C1 ki-:_4111111111111111 111111C).111 Pi-Ili:A AEI 12%. .-"1 1. z 0111 F2,361,11 • MIS Ifi.t-11-1.011:2:1,_ muff c I.V-irirj:711111r- U.7 FAIN t LY. Ilitst4: ;AIME It WI in 711':A11111 ar. .1E-1111111111111111119111111j.:::it.TIIIIII t1r.%: 1111F11111 Fri. P IN lq/I F.: t; krr r- : r- ir f rt.' :;: 111F-- J7111101111 •trti-4 U; iT.::11-: UY. MEI rgi.:711.7 unrnar..=rtitx.Aiiim 1111F Ift2-111 T-fAk;-..=" :17■111111111111111 N11111111 711ra'i ArriV7.1.77.t.:=ZNY:=:=1".1772t T7777 11.7 ' Ir 2 AMIIIIIIMININEINIMMIENEIF -42a7;i1.172.11111 F- BIL'7111V it/ -AFT 7jrI :111Mj z HT" MIN r. GT4111...C1.11 111311PIL.',"*: Ari:;,1071111111111111111111=1111111111111K r.r:111 I ItY.71/ r- Inn v-iriPt2 menwormimmi firiF41 Inn trY EM771 7/01U14111:1AVAILtli:7■1•111■11111111 WW1 a =1 f -.7 -7 :nitir4:11rAF- IK.011:!:!I,JETALL:c:71.-_ 11111111•=i= 71L'iltrra 11E1111: 7 - 7= Ainic ti 77, 77731 7:1774111111 47 : 1 E.:411111111111111111111111 = WW1* IIETIIIVAILidr777711WALIII:=7 -M1111111111111111111■11rW)111 scat& NTS PRODUCT UMW= as wispighipvidi the VIsvels Asorwais Explode g matifilasi 1111011ss pinata= BILL OF MATERIALS law ALUMINUM FRENCH 000R W SIDELITES Oraang No. 972 Rev: .375 1.0. 4.675 8070 700M01.09Y DMZ ATIKOMI$,FL P.QC 60X V529 NOXONS. FL 34274 bMmfptlon: EXTRUSIONS PROFILES. DOORS ALUMINUM FRENCH DOOR W SIDELITE BOTTOM RAIL 37 6063 -15 ALUM. SIDELITE JAMB ADAPTER 40 6065 —T5 ALUM. SIDEUTE HEADER 36 6063 —T5 ALUM. Robavt L. Vast, P.E. PE a Structural 1070 lEVOIOLOGY DRtll� NFL P.O.80X At0KOACS. Ft 34274 Oncription: F F 9/9 02 1.578 --mot SIDEUTE JAMB 35 606.33 --T5 ALUM. 3.0!10 0—NO GHG THleS SHT f.► F.K. '19/02 C —NEW SHT as whit Want* (L«J EXTRUSIONS PROFILES, SIDELITES ALUMINUM FRENCH DOOR W/ SIDELITES Sedisibiodet Scat: Ito I FD NTS 7 of 8 972 D 1.500 * • e • M alik Ix $000 BUCK (SET NOTE .3) 1/4 TAAGQN (SEE NOTE I) TYPO HEAD TYPO JAMB 1.N. o • ' �" 6a. TYPO SILL 2x WOOD :WPC (SEE NOTE 2) iJ • . a TYPO JAMB SIDELITE TYPO HEAD o • • 6 AM. l egEE W VOTE I T TYPO JAMB j1I12 FLATHEAD (SEE NOTE 3 ON SHEET 1) REFERENCE TEST REPORT: FTL -2067 .250AtM7G r Q I • 4 1.500 lx WOOD NOTE .3) art L. 'Clark. P.E. .PE 939718 Structural • • • • A _ 1 _ ' e _ • 4 TYP, SIDELITE HEAD 1070 TECHNOLOGY ORS NOKOMIS. FL 34275 P.O. SOX 1829 PKEtOI S. FL 34274 1 .250 14 TAPCON MEE NOTE 1) cg Rwrd VIP Rend F.IG ex Oman Myt F.K. 0.8. TYPO SIDELITE SILL (VOTES; 1. USE ONLY VIIAAll —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION OF 2x WOOD BUCK 7I7 THE SUBSTRATE ENGINEERED SEPARATELY AND 10 BE REVIEWED BY BUILDING OFRCI L. 3. IPT�AT� OF in BUCK TO THE SUBSTRATE TO BE ENGINEERED 9%W1 TYPO SIDELITE SILL . 141 : 7f03 9f9/O2 8t /0 8 2/99 ANCHORAGE TYPO SIDELITE HEAP #14 PANHEAD 2x WOOD BU (SEE NOTE 2) Niaskoso 0—NO CHO THIS SHT Railsior,r. R LE77ER 847, PAP =git elte iior6Efl Msegstmar Capitalima 14 ALUMINUM FRENCH DOOR W/ SIDELITES �fi scab, slot: Diwbv Raw ro —tor NTS 8 of 8 972 D BUILDING CODE COMPLIANCE OPSICE (1$CCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 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 (13ORA) 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. BOR.A reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series FD -101 Outswing Aluminum French Doerr eel Sidelites - Impact i/ APPROVAL DOCUMENT: Drawing No. 972, titled "Alu ninum French Door w/ Sidelites ", sheets 1 through 8 of 8, prepared by manufacturer, dated 7 -12-99 and last revised on 0147 -03, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 wools 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 & ire, n ews NOA # 02- 0702.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by IIshaq II. Chanda, P.E. MIAMI-DADE Comm FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0927.13 / upination Date: February 13, 2008 v Approval Date: Febnueny 13, 2003 Page 1 inspection Number: INSP -9610 Inspection Date: 02/15/2006 Inspector: Perez, JanPierre Owner: YAHR, ALEXANDER Job Address: 234 92 Street NE Project: <NONE> Miami Shores Village, FL Contractor: CARIBBEAN COOLING ENGINEERS Building Department Comments Monday, February 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: MC2005 -105 Permit Type: Imported Permit Inspection Type: Final Work Classification: Mechanical Phone Number 786- 299 -3609 Parcel Number 1132060133410 Lot: Phone: 305 - 363 -2607 Page 1 of 2 Passed Inspector Comments I 0 jc........... 2.../. t I - I . �W�(�1 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until inspection Number: INSP -9610 Inspection Date: 02/15/2006 Inspector: Perez, JanPierre Owner: YAHR, ALEXANDER Job Address: 234 92 Street NE Project: <NONE> Miami Shores Village, FL Contractor: CARIBBEAN COOLING ENGINEERS Building Department Comments Monday, February 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: MC2005 -105 Permit Type: Imported Permit Inspection Type: Final Work Classification: Mechanical Phone Number 786- 299 -3609 Parcel Number 1132060133410 Lot: Phone: 305 - 363 -2607 Page 1 of 2 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) pp 3y /� 72 97" City Aelet Z" Ji+vyGt�' State Ac.,1 p/y Owner's Address Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Address f' Bo >c / City Qualifier Type of Work: Describe Work: Submittal Fee $ Notary $ Scanning $ 3 .0 Code Enforcement $ (Continued on opposite side) Radon $ Total Fee Now Due $ O C 3 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Electrical A F ,S4 *'2 State . / County Miami -Dade NO ❑Addition Et<ration ❑New AT, /S //v .0. pe. L'o.4102:3v4 TA Structural Plan Review. $ Master Permit No. e,P a 7 Plumbing Mechanical / Roofing Phone # Zip Phone # Contractor's Company Name (/1,f4g6` ,ate �� jam Phone # Permit No. kiC. ( (} J Zoning Bond $ Zip e/ clY 1 7 Q . State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 3 , 0. a Square Footage Of Work: ❑ Repair /Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** / //�� d° Z . 40 Permit Fee $ / V We. $ CO /CC Training /Education Fee $ o &c Technology Fee $ Z. .70 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. , v. "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 ajsence of s ch posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Signature Contractor The foregoing instrument was acknowledged before me this 14 day of O(, who is pers , 20 by w LBA/ R _ , to me or who has produced as identification and who did t oath. GO N I 5 ��i4 i it G �• ' • ON • : • 4 � cY' 1 11 2 0 • My Commission Expires: My Commission Expires: =* • ' . #D043172, ` % o �► cx� l4 % 20 ' � NOTARY PUBLIC: Sign: ._Q,Q. -- Print: C' • CD cam, .JS oQ • ********************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * hawu�l�N� ******************************* v*****)**************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 tqC Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/19/2005 Applicant: ALEXANDER Owner: YAHR JOB ADDRESS: 234 NE 92 Parcel # 1132060133410 Signed: (INSPECTOR) Mechamica YAHR ALEXANDER ST Permit Number: MC2005105 PernIK Page 1 of 1 Contractor CARIBBEAN COOLING ENGINEERS Contractor's Address: 8260 EAST DIXIE HWY Local Phone: 305 - 363 -2607 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 - 70 LOTS 8 & 9 BLK 25 LOT SIZE Fees: Description Amount FEE2005 -9801 Building Fee $150.00 FEE2005 -9802 CCF $2.40 FEE2005 -9803 Training and Education Fee $0.80 FEE2005 -9804 Technology Fee $2.70 FEE2005 -9805 Scanning Fee $3.00 Total Fees: $158.90 Total Fees: $158.90 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 1/11/2006 Construction Value: $3,500.00 Work: DUCT REPAIR Y REPLACEMENT OF AIR HANDLER AND CONDENSING UNIT ` JUL 21 MI rr cD In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 'Inspection Number: INSP -15121 Inspection Date: 04/18/2006 Inspector: Devaney, Michael Owner: YAHR, ALEXANDER Job Address: 234 92 Street NE Project: <NONE> Contractor: Building Department Comments Monday, April 17, 2006 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 rmit Number EL2005 -233 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number 786 - 299 -3609 Parcel Number 1132060133410 Lot: Page 2 of 2 Passed Inspector Comments /Al /g , p, g'-‘ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP -15121 Inspection Date: 04/18/2006 Inspector: Devaney, Michael Owner: YAHR, ALEXANDER Job Address: 234 92 Street NE Project: <NONE> Contractor: Building Department Comments Monday, April 17, 2006 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 rmit Number EL2005 -233 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number 786 - 299 -3609 Parcel Number 1132060133410 Lot: Page 2 of 2 nspection Number: INSP- 6349 Inspection Date: 03121/2006 Inspector: Devaney, Michael Owner: YAHR, ALEXANDER Job Address: 234 92 Street NE Project: <NONE> Contractor: Miami Shores Village, FL Building Department Comments Monday, March 20, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: EL2005 -233 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number 786- 299 -3609 Parcel Number 1132060133410 Lot: Page 2 of 2 /1 77 - ‘ 2 , 2 ' Passed Inspector Comments / `e c ,a‘l v4 Y® Gp A Lac` ,. Jt cU/ fS'. 1 v,./:#9 - / /7 /A °PP Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP- 6349 Inspection Date: 03121/2006 Inspector: Devaney, Michael Owner: YAHR, ALEXANDER Job Address: 234 92 Street NE Project: <NONE> Contractor: Miami Shores Village, FL Building Department Comments Monday, March 20, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: EL2005 -233 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number 786- 299 -3609 Parcel Number 1132060133410 Lot: Page 2 of 2 nspection Number: INSP -6356 Inspection Date: 02/10/2006 Inspector: Levraek,.James 4 Quv- . Owner: Job Address: Project: <NONE> Contractor: YAHR, ALEXANDER 234 92 Street NE Miami Shores Village, FL Building Department Comments Thursday, February 9, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho , e: (305)795 -2204 Fax: (305)756 -8972 4 . Permit Number. EL2005 -233 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number 786- 299 -3609 Parcel Number 1132060133410 Lot: Page 2 of 2 Passed Inspector Comments 4- 6tee- JR Ltoz- tofir�e `e //c.) „'‚C- 4Q An G ,,AI-/— 'tzWie/r WA- c- rii 1/4-01-4-, 10,,o1- Arto/L , 0 ` 0.4-,I`Oal- t . ei f- , c rime -- A e (e/7042e1 $9- 027- r � ��lf Fri r � P- �✓e/'P�� , ��u2/� � �"° �'pw / � 9 �� ,� sr/9- t`y P a9. 7e tb e. Failed e v Correction Needed FE Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP -6356 Inspection Date: 02/10/2006 Inspector: Levraek,.James 4 Quv- . Owner: Job Address: Project: <NONE> Contractor: YAHR, ALEXANDER 234 92 Street NE Miami Shores Village, FL Building Department Comments Thursday, February 9, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho , e: (305)795 -2204 Fax: (305)756 -8972 4 . Permit Number. EL2005 -233 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number 786- 299 -3609 Parcel Number 1132060133410 Lot: Page 2 of 2 Cj MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request D I j I c3 Type Insp'n - r - 2 • Permit No. c 3 Name A LE. X A Address 77)4 4-1E- Approved Correction Re- Insp'n Fee G=4, Company k c L t G C Phone # 77sC. 4cZ - o c=ra s Inspection Date 9 1 C i o� Electrical Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: EL2005 -233 Printed: 7/12/2005 Applicant: ALEXANDER YAHR Owner: YAHR ALEXANDER JOB ADDRESS: 234 NE 92 ST Contractor ATLANTIC ELECTRIC, CORP Local Phone: 786 -402 -0985 Parcel # 1132060133410 Contractor's Address: 8055 W 23RD AVE B1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 8 & 9 BLK 25 LOT SIZE Fees: Description Amount FEE2005 -9478 Building Fee $560.00 FEE2005 -9479 CCF $9.60 FEE2005 -9480 Training and Education Fee $3.20 FEE2005 -9481 Technology Fee $14.00 FEE2005 -9482 Scanning Fee $3.00 Total Fees: $589.80 Total Fees: $589.80 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 1/7/2006 Construction Value: $16,000.00 Work: ELECTRICAL REMODELING Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Page 1 of 1 Signed: (Contractor or Builder) BY: BUILDING 1 � PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Plumbing Mechanical Roofing ' f Owner's Name (Fee Simple Titleholder) , `e K A. A r Phone # Owner's Address ..-2. 5 7 L.i,. L'. 9,2 3 ' 7 " City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) $c • . $ Value of Work For this Permit Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) 58 q. 8J Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ') t:'(105}4'705.22t 47Fat:4305) 756.8972 City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name l' (<7/e C Contractor's Address 803 l,./• State r i Qualifier a" /9/0 State Certificate or Registration No. 9 3 — O a d Certificate of Competency No. Architect /Engineer's Name (if applicable) Phone # C' :TYpe,l 4o+l iti �� ['Alteration Describe Work: elti G•hzirez I me I - i ' Structural Plan Review. $ Permit No. FL O- - Z33 Master Permit No. 3 P r 9 Phone # 76 V /aZ - J .2 Zip 1,5d/ Square Footage Of Work: Demolition * * * * * * * * * * * * * * * * * * * * * * * * ** * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ lPd / ®) CCF $ g • GO CO /CC Notary $ ® Training /Education Fee $ 3. ZO Technology Fee $ 1 4 . Scanning $ 3• a) Radon $ Zoning Bond $ 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 approve a reinspection fee will be charged. Signature NOTARY PU My Comnii Expires: Sign: Print: chc 05/13/03 Owner or Agent 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 who is personally known to me or who has produced de iters APPLICATION APPROVED B As identification and who did take an oath. IRIS RIOS-LLANO 3,1 ._ MY COMMISSION # DD 223811 EXPR nd. Wu _ .. O NOTARY PUBLIC: Sign: • Print: Contractor as identification and who did take an oath. p`''' wity My Commiss . n Expires: ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning