Loading...
500 NE 97 St (9)Contractor: Inspection Date: 11/16/2006 •Inspactor: Grande, Claudio Owner: COX, CHRISTOPHER Job Address: 500 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Wednesday, November 15, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue, Miami Shores, FL Phone: (305)7 220 , Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Re Occupancy Work Classification: Re- Occupancy Phone Number 305 - 759 -5077 Parcel Number 1132060171540 Lot: Page 2 of 2 Passed Inspector Comments A l 11/4:1 ,/, ' /� . � / li lt Failed � /i fl Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid Contractor: Inspection Date: 11/16/2006 •Inspactor: Grande, Claudio Owner: COX, CHRISTOPHER Job Address: 500 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Wednesday, November 15, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue, Miami Shores, FL Phone: (305)7 220 , Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Re Occupancy Work Classification: Re- Occupancy Phone Number 305 - 759 -5077 Parcel Number 1132060171540 Lot: Page 2 of 2 Rev. 10/02/03) RE- OCCUPANCY APPLICATION RECEIVEI Date - f' 2 ) ( Contact Name Buyer Seller Realtor Address Soo City Miami Shores State I hereby certify that I understand that the zoning of the property is for single - family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village certifies only that the referenced property is being used for single - family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on the property. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate. Applicant Name /WV1 Signature My Commission Expires: Miami Shores Village Building Department ��a Phone # �3QS� `� (1,S-3.5-8 r Company Name keg v Well/ 7 Permit No. Loc ID Building Officials Approval: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 Rcoc - Zq1 Fl Zip 33�� The foregoing instrument was acknowledged before me this 15 day of /x/01/ by 1uhOJi 16040,/ lavA known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: , 20 ig Re -Occ. $60.00 v Notary $5.00 V CCF $0.60 Total 65.4 • . PAID Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 l Permit Number: RC -11 -06 -2791 Invoice Number: RC -11 -06 -26751 Applicant: CHRISTOPHER COX Company Name: Owner Address: MIAMI SHORES, FL 33138 Job Address: 500 97 Street NE Miami Shores Village, FL 33138- Date Wednesday, November 15, 2006 11/15/2006 Check Payment Type Check Number 2249 Amount $65.60 Change $0.00 Total Payment: $65.60 Page 1 of 1 MIAlaI SHORES VILLAGE, FLA. No JOB t . —I, t t ADDRESS c /`r 7 T INSPECTION TIME READY REMARKS: k INSPECTOR DATE 2434 PylitAM) SHORES VILLAGE, FLA. N? 2389 JOB ADDRESS INSPECTION TIME READY REMARKS: INSPECTOR ‘ y} •(- DATE ' Miami Shores Village nrAl' � e Building Department iv/A/a-m BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Buildin Electrical Plumbing Mechanical Roofing �+� /� Owner's Name (Fee Simple Titleholder) c!Al lam/ C Phone # � - 7-J / -• / 7 Owner's Address 5290 //E - q / Sr Zip e) 4 ti %` - ,. City MAW/ S iag State f t Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 C A 449Y City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Permit No.i3=P?CCf Master Permit No. Zip 1 II 1' n fU.�c S _ Contractor's Company Name ri at/A it/Le-A. "�" r✓t e..- P phone # � ? p S� J� 7 / e S Contractor's Address >&, v S� l t) 4 City + A \ � State Zip • v ' 7 Qualifier - o E .J t 2 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Architect/Engineer's Name (if applicable) - Phone # Architect/Engineer's Address City State Zip � $ Value of Work For this Permit ' )1, (� � irg) Square Footage Of Work: 3 U 7 Number of: Bays Stories Families Bedrooms Baths Type of Work: DAddition DAlteration :New ❑ Repair/Replace ❑ Demolition Describe Work: n j 0-1-L., t Cl Ohs 4-4 t I yo Diu Sfia. 1 � A I o fir, 4 (,,,-,4 ;far ► -n c a ��'� ;M�� 2..., l (� it s ate,. C �oarta,.ti ` � / S * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees ** * * * * * * * * * * * * * * * * * * * * * * * ** County Escrow Fee $ 7, c O Permit Fee $ I9(./ Notary $ , `4 V , Education/Training Fee $ r Tech $ i 7c Scanning $ 3 Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fe $ 650 C���{0� Total Fee Now Due $ /, I (Continued on opposite ski' . Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature )( O Owner or ent I / The foregoing instrument was acknowledged before me this 1 `t' day of Lac — , 20 03 by @Gt.'}, c _ C-'/)( who is personally known to me or who has produced Fe- b L. l , d.lUj D) 7 43XS i ntification and w o did take an oath. NOTARY PUB Sign: Print: n; ur Undu7ryr.VI My Commission Expires: State Certificate or Registration No. chc7/7/03 State Atli i AR,1 RALTAR uONIMISRIoN CC 9913PO2 Zip State Signature C c for The foregoing instrument was acknowledged �ed before me this I U. by (�- e or o has produced day of a who is pers as identification and who did take an oath. NOTARY PUBLIC: Sign:. Print: � i1~xna RR 'U[U, Airl L'4,t?t)Oi TtiiA t4(1: f LuCi�� Wa_didG' .1 My C (Certificate of Competency Holder) Certificate of Competency No. ****************P*********,,****** ** ** * *** *s ** *****s * *•s * * * * * * * ** *****• s** * **** * * * * **** * *s * ** * * * *• * * * ** ** sr APPLICATION APPROVED BY: NOV 1 0 2003 Plans Examiner Engineer Zoning (A copy of this Application, together with one copy of plans and specifications, must be kept at building during progress of the work) Application is hereby made for the approval of the detailed statement of the plans and specifications herewith sub- mitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of the City of Miami, Florida, which said Ordinance was approved July 7th, 1919. All provisions of the Laws of the State of Florida, all ordinances of the City of Miami, and all rules and regulations of the Building Department of the City of Miami, shall be complied wit ether herein sp fied or not. / No. D ate 1,1/.........../ 199. Owner's Name and 4Llresfi ' , : eet Architect , vC1 � ! 1 w�j ( _ r %//f./v"Y ` -l') 1 t a( Name and address of contractor or builder • Location and legal description of lot to be bulb gxg: G Block Lot Street and Number where work is to be done Purpose of building (hy floors) New Building Estimated cost of Improvements Type of Construction Roof covering —. Number of persons to 1,accommodateil (maximum) per floor )<, Size of building, lot street) Heating system, if any (kind) Plumbing Elevators: passenger freight Manufacturer Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to STATE OF FLORIDA, SS. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowl- edgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described building, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Read, sworn to and subscribed before me, Notary Public. My commission expires TIIIS TO BE FILLED IN BY BUILDING INSPECTOR Permit No. _ _ _ ( _issued upon above Application Classification Disapproved , 192_ Reasons: In this space give lot dimensions; make sketch of ground plan, and distance of building from all lot lines. CITY OF)MIAMI FLORIDA (Little River District) OFFICE OF BUILDING INSPECTOR APPLICATION FOR BUILDING PERMIT of including furnishings) $ . Foundation f Yl.. t signed) and for no other purpose. _Addition Repair Number of Stories _.1� . ✓�k "7� • l)i;tpnce from next nearest adjoining building (from all sides except t71,1 Flec (Signed) (Signed) , 192 Building Inspector. I OCT ►4 2003 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) C.h r; a 4 o 4c.- -,- C4, :3s4 Cux Phone # 3o 5-- 7 S5 • S . 0 7 7 Owner's Address Sou /V C 9 7 5 )-. t c -I City P..-4 .., : She.c Tenant/Lessee Name Job Address (where the work is being done) Soo N E f 7 S 4 c 4 City Miami Shores Village County Miami -Dade Zip 3 3 1 3 5, m Is Building Historically Designated YES NO V ' ,JOT J4 -floo .t,y R I Contractor's Company Name Cd- (iJI( D rA 44 z S ) :69/. Phone # 3(' S ' 76 ?i Contractor's Address City 0/ Jl Qualifier Architect/Engineer's Name (if applicable) /V / � Phone # Architect/Engineer's Address City State Zip $ Value of Work For this Permit / 7 1 6 8 O. o u Square Footage Of Work: Number of: Bays Stories Families Bedrooms Type of Work: ❑Addition ❑Alteration ❑New ®' Repair/Replace Describe Work: �c". - c. raffia rc iq t-C (3 fi,•(c ... ..:-, S oo r S. 5 S.e 90-4" 1 5 * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** County Escrow Fee $ / 6'O Permit Fee $ / 00 Notary $ ' C l) ‘e, Education/Training Fee $ 3 r � Tech $ a,..5 Scanning $ Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ State F �• �'� /`l S State ./%t- -/ I ali.gl ch Miami Shores Village Building Department <CCO Total Fee Now Due $ zip 33 Phone # /L Zip jf., t7( 7 Z1 Q0 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. IYc ) _ - kd 1 ' Master Permit No. Baths ❑ Demolition o (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address ' City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement st be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the ab of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ( , Signature a� Signature Owner or ent The foregoing instrument was acknowledged before me this 32/ The fore oin instrument was acknowledged before me this 1 day of day of l,a.Te<, 20 03, by 654 60x who is personally known to me or who has produced 'ED Il c Zw! 0o m-3 2 -0 As identification and who did take an oath. NOTARY ' .: LIC: Sign: Print: My Commission Expires: ************************** * chc7/7 /03 who is personally known to me or who has produced NOTARY PUB Sign: Contractor 20a, b rbre Dti 1 CAJ, as identification and who did take an oath. s Print: Jul 13, 2007 Notary Pubtic. State of Florida • • :onded Thni My comm. expires Apr, 07. 2004 j My Commission %plies:Atlantic Bonding Co., Inc. CCEPTITHWOMpetency Holder) State Certificate or Registration No. Certificate of Competency No. ************** 4k************************** * * * * * * * * * * * * * * * * * * * * * * * * * * *3'f ** sss* * *s * * * *s * * * * * * ** ** * * * * * * * * *s * *s APPLICATION APPROVED BY: OCT 15 2003 Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: Soo NC 9 7 s4 •c e 4 2. Description of improvement: c.., L I r c is / A c c C 3. Owner(s) name and address: CA IP },, pr d 0.1k-Q.i SSA C 5be s t . rn .CL S l reS i PC . 3/3 t Interest in property: / 0 0 70 Name and address of fee simple titleholder: /V /f4 4. Contractor's name and 3b5� /y lS 5. Surety: (Payment bond Name and address: Amount of bond $ 6. Lender's name and address: Signature of Owner )(Print Owner's Name X Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 address: sf C / f.a ) &' 4,,4 4L g ?l ? required by owner from contractor, if any) iv 19 1'h :�..•: Sl,o.� s FL, 3 313 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 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 da °.e of recording unless a diffe ends spe ified X r L , , 4 - 2 4 - C/O _ Sworn to and subscribed before me this 3 116 day of , 204L3. a c ' Notary Public. Ste of Florida My cc, un. expires W. 2W + v... j No. CC924204 i 0� QPQ� Oc FLOR \Q�` CO S a A cP� �I N O\P�� GE;iiinl that on 2 - vI1Ll FiICd Ii �,r _ J al. d u li Gr 111111111111111111111111111111111111111111111 CF1 2003R079006.6 OR Bk 21760 Ps 2232; Ups) RECORDED 10/22/2003 15:40:09 HARJEY RUVIN, CLERK OF COURT MIA1I -DADE COUNTY► FLORIDA LAST PAGE Prepared by (f plucc_ Address: 9499 ME 2-.JD ke7- MIArl1 9to26-S {Z 33 r3 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Andersen Corporation 100 Fourth Ave. North Miami, FL 33174 SCOPE: This NOA is being issued under the applicable rules and regulations goveming 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: Laminated Veneered Lumber Mullion System APPROVAL DOCUMENT: Drawing No. M01 -02, titled "Laminated Veneered Lumber Mullion System ", sheets 1 through 9 of 9, prepared by Al Farooq Corporation, dated 7/31/01 with revision on 11/20/02, signed and sealed by Humayoun Farooq, 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 Theodo 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 03- 0327.13 Expiration Date: June 19, 2008 Approval Date: June 19, 2003 Page 1 Licensed & Insured Specializing in Unusual Home Repairs and Remodeling Phones: 758 -4064 - 754 -9344 10115 Biscayne Blvd. Miami, Florida LAMINATED VENEERED LUMBER (LVL) MULLION SYSTEM DOOR FRAME MEMBERS INCLUDED IN PROPERTIES MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. DESIGN LOAD RATING FOR THIS MULUON TO BE AS PER CHARTS SHOWN ON SHEETS 3 THRU 5. SEE SEPARATE NOA FOR DOOR /SIDELITE ANCHORS AND DESIGN LOADS. APPROVAL APPLIES TO MULLIONS COMBINATIONS WITH FRAME MEMBERS OF OUTSWING /INSWING DOORS, GUDING DOORS, SIDELITES AND TRANSOMS IN ANY COMBINATIONS, SEE SHEET 2 FOR FRAME MEMBER DETAILS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING CODE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT COVERED IN THIS SUBMITTAL TO BE ENGINEERED SEPARATELY. INSTRUCTIONS: USE MUWON LOAD CHART AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. USE DADE pOUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. FOR WINDOWS /DOORS DOOR ANCHORS, VERT. MUWON AND MULLION ANCHORS. USNG MUWON LOAD CHART DETERMINE MUWON CAPACITY WHICH MUST EXCEED THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 2 STEP MULTIPLE MODULES rACCEPTABLE SEE SHEET 8 FOR CONNECTION DETAIL MULTIPLE MODULES ACCEPTABLE TYPICAL MULLION ARRANGEMENT Envy. DR. HUMAYOUN FAR000 STRUCTURES F . PE 16557 C.A.N. .i r, i 8 ?003 %+Fi + tom iyhtg whla tha Maids Bekaa. Code Bate O � NO MiFmi Dade Prm'a: CoaLrai Div B y �2i i c 7i 1 Z 1 2 N g 0 0. 0 U CC CO w CC w c drawing no. 1 M01 -02 (sheet 1 of g ) 0 0 m K1 0 0 0 J 2 I i I MULLION - SHEET NO. DESCRIPTION 1 .\V• 2 11/$0 O GUDII�� RS (OPER'0.Q'SATY) OUTSWING DOORS (OPER'G OR STATY) HINGED DOORS (OPER'G OR STATY) SIDEIJTE T OM VERTICAL MUWON GUN RS (OPER' . STATY) OUTSWINC DOORS (OPER'C OR STATY) HINGED DOORS (OPER'G OR STATY) SIDEUTE 5 CHART #3 FOR 7-9/16" VERTICAL MUWONS RATING FOR MUWONS WITH SINGLE DOOR /SIDEUTE AT SIDES 6 DETAIL 'A' SHOWS VERT. MUWON CONNECTION WITH FRAME MEMBERS DETAIL '8' SHOWS HORIZ. MUWON CONNECTION WITH FRAME MEMBERS 7 5 - 9/16 HORIZ./VERT. MUWON CONNECTION DETAILS 8 7 - 9/16" HORIZ./VERT. MUWON CONNECTION DETAILS AkA. • ■It I VERTICAL MUWON (OPER' ,. STATY) OUTSWING DOORS (OPER'G OR STATY) HINGED DOORS (OPER'C OR STATY) SIDEL1E C) (OPER'G�.f4 T" OUTSWING DOOR5 (OPER'G OR STATY) HINGED DOORS (OPER'C OR STATY) SIDEUTE ( LAMINATED VENEERED LUMBER (LVL) MULLION SYSTEM DOOR FRAME MEMBERS INCLUDED IN PROPERTIES MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. DESIGN LOAD RATING FOR THIS MULUON TO BE AS PER CHARTS SHOWN ON SHEETS 3 THRU 5. SEE SEPARATE NOA FOR DOOR /SIDELITE ANCHORS AND DESIGN LOADS. APPROVAL APPLIES TO MULLIONS COMBINATIONS WITH FRAME MEMBERS OF OUTSWING /INSWING DOORS, GUDING DOORS, SIDELITES AND TRANSOMS IN ANY COMBINATIONS, SEE SHEET 2 FOR FRAME MEMBER DETAILS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING CODE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT COVERED IN THIS SUBMITTAL TO BE ENGINEERED SEPARATELY. INSTRUCTIONS: USE MUWON LOAD CHART AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. USE DADE pOUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. FOR WINDOWS /DOORS DOOR ANCHORS, VERT. MUWON AND MULLION ANCHORS. USNG MUWON LOAD CHART DETERMINE MUWON CAPACITY WHICH MUST EXCEED THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 2 STEP MULTIPLE MODULES rACCEPTABLE SEE SHEET 8 FOR CONNECTION DETAIL MULTIPLE MODULES ACCEPTABLE TYPICAL MULLION ARRANGEMENT Envy. DR. HUMAYOUN FAR000 STRUCTURES F . PE 16557 C.A.N. .i r, i 8 ?003 %+Fi + tom iyhtg whla tha Maids Bekaa. Code Bate O � NO MiFmi Dade Prm'a: CoaLrai Div B y �2i i c 7i 1 Z 1 2 N g 0 0. 0 U CC CO w CC w c drawing no. 1 M01 -02 (sheet 1 of g ) 0 0 m K1 0 0 0 J 2 Naiiinw SHEET NO. DESCRIPTION 1 .\V• 2 FRAME & MUWON DETAILS O GUDII�� RS (OPER'0.Q'SATY) OUTSWING DOORS (OPER'G OR STATY) HINGED DOORS (OPER'G OR STATY) SIDEIJTE ,I VERTICAL MUWON GUN RS (OPER' . STATY) OUTSWINC DOORS (OPER'C OR STATY) HINGED DOORS (OPER'G OR STATY) SIDEUTE 5 CHART #3 FOR 7-9/16" VERTICAL MUWONS RATING FOR MUWONS WITH SINGLE DOOR /SIDEUTE AT SIDES LAMINATED VENEERED LUMBER (LVL) MULLION SYSTEM DOOR FRAME MEMBERS INCLUDED IN PROPERTIES MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. DESIGN LOAD RATING FOR THIS MULUON TO BE AS PER CHARTS SHOWN ON SHEETS 3 THRU 5. SEE SEPARATE NOA FOR DOOR /SIDELITE ANCHORS AND DESIGN LOADS. APPROVAL APPLIES TO MULLIONS COMBINATIONS WITH FRAME MEMBERS OF OUTSWING /INSWING DOORS, GUDING DOORS, SIDELITES AND TRANSOMS IN ANY COMBINATIONS, SEE SHEET 2 FOR FRAME MEMBER DETAILS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING CODE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT COVERED IN THIS SUBMITTAL TO BE ENGINEERED SEPARATELY. INSTRUCTIONS: USE MUWON LOAD CHART AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. USE DADE pOUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. FOR WINDOWS /DOORS DOOR ANCHORS, VERT. MUWON AND MULLION ANCHORS. USNG MUWON LOAD CHART DETERMINE MUWON CAPACITY WHICH MUST EXCEED THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 2 STEP MULTIPLE MODULES rACCEPTABLE SEE SHEET 8 FOR CONNECTION DETAIL MULTIPLE MODULES ACCEPTABLE TYPICAL MULLION ARRANGEMENT Envy. DR. HUMAYOUN FAR000 STRUCTURES F . PE 16557 C.A.N. .i r, i 8 ?003 %+Fi + tom iyhtg whla tha Maids Bekaa. Code Bate O � NO MiFmi Dade Prm'a: CoaLrai Div B y �2i i c 7i 1 Z 1 2 N g 0 0. 0 U CC CO w CC w c drawing no. 1 M01 -02 (sheet 1 of g ) 0 0 m K1 0 0 0 J 2 INDEX OF DRAWING SHEET NO. DESCRIPTION 1 GENERAL NOTES, INSTRUCTIONS FOR USING CHARTS 2 FRAME & MUWON DETAILS 3 CHART 11 FOR 5 -9/16' & 7 -9/16' HORIZ. MUWONS 4 CHART 12 FOR 5-9/16" & 7 -9/16' VERT. MUWON 5 CHART #3 FOR 7-9/16" VERTICAL MUWONS RATING FOR MUWONS WITH SINGLE DOOR /SIDEUTE AT SIDES 6 DETAIL 'A' SHOWS VERT. MUWON CONNECTION WITH FRAME MEMBERS DETAIL '8' SHOWS HORIZ. MUWON CONNECTION WITH FRAME MEMBERS 7 5 - 9/16 HORIZ./VERT. MUWON CONNECTION DETAILS 8 7 - 9/16" HORIZ./VERT. MUWON CONNECTION DETAILS 9 7 - 9/16' VERT. MULUON CONNECTION DETAIL TO HOR!Z. MUWON LAMINATED VENEERED LUMBER (LVL) MULLION SYSTEM DOOR FRAME MEMBERS INCLUDED IN PROPERTIES MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. DESIGN LOAD RATING FOR THIS MULUON TO BE AS PER CHARTS SHOWN ON SHEETS 3 THRU 5. SEE SEPARATE NOA FOR DOOR /SIDELITE ANCHORS AND DESIGN LOADS. APPROVAL APPLIES TO MULLIONS COMBINATIONS WITH FRAME MEMBERS OF OUTSWING /INSWING DOORS, GUDING DOORS, SIDELITES AND TRANSOMS IN ANY COMBINATIONS, SEE SHEET 2 FOR FRAME MEMBER DETAILS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING CODE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT COVERED IN THIS SUBMITTAL TO BE ENGINEERED SEPARATELY. INSTRUCTIONS: USE MUWON LOAD CHART AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. USE DADE pOUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. FOR WINDOWS /DOORS DOOR ANCHORS, VERT. MUWON AND MULLION ANCHORS. USNG MUWON LOAD CHART DETERMINE MUWON CAPACITY WHICH MUST EXCEED THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 2 STEP MULTIPLE MODULES rACCEPTABLE SEE SHEET 8 FOR CONNECTION DETAIL MULTIPLE MODULES ACCEPTABLE TYPICAL MULLION ARRANGEMENT Envy. DR. HUMAYOUN FAR000 STRUCTURES F . PE 16557 C.A.N. .i r, i 8 ?003 %+Fi + tom iyhtg whla tha Maids Bekaa. Code Bate O � NO MiFmi Dade Prm'a: CoaLrai Div B y �2i i c 7i 1 Z 1 2 N g 0 0. 0 U CC CO w CC w c drawing no. 1 M01 -02 (sheet 1 of g ) 0 0 m K1 0 0 0 J 2 1 .626 L 1.185 1.065 --I .567 .626 2.331 --q Lf ti 7.016 2.655 4.193 11 FWO OUTSWIQ. DOQB_1:1EAD /JAMB (OPERATING /STATIONARY) 57019 WOOD 1.564 - 1.349_1 .085 2.087 5.275 7.250 4.210 6.185 7 -9/16" MUI I ION 29434 LAMINATED VENEERED LUMBER 1.197 FW0 OUTSWING HEAD /JAMB COVER (OPERATING /STATIONARY) 57031 FIBERGLASS 5 -9/16" MUI ) ION 29353 LAMINATED VENEERED LUMBER ___ 0 .750 4.224 1.230 L 2.655 FWH HINGED DOOR HEAD /JAMB (OPERATING /STATIONARY) 52253 WOOD FWH .HINGFD HEAD /JAMB COVFR (OPERATING /STATIONARY) 52225 FIBERGLASS MU) LION COVFR 29351 ALUMINUM MULLION COVER 29351 ALUMINUM .988 f 1.052 2.069 2.340 --1 4.202 2.656 FWf /FWSL TRANSOM /SIDELITE FRAME 2.110 2.909 FWi /FWSL TRANSOM /SIDELITF FRAME COVER 1.016 866 678 .928 MAR 1 ; 1.989 - 1 r. 5.803 FWG GLIDING DOOR JAMB (OPERATING) 50022 WOOD Engr. DR. HUMAYOLIN FAR000 STRUCTURES FLA. PE : 18557 C N. 5.803 5.803 FWG GLIDING 000R SIDELITE WOOD 5.794 1 T , FWG . QPING DOOR FRAME HEAQ WOOD 2.786 FWG GLIDING DOOR JAMB (STATIONARY) 50017 WOOD 2.786 1.303 1.303 a -1.373 .929 4-.445 2.693 1.303 Appuned us emptying 1 ilb Pio o � , 1 • t S 0 Miami IIzdr Pro ; CoLvarS Bi1, co as co CO . Or' a a � O va n " Z o v > m o < o ^7 .14 CC Gr I (3M w 2 (0 z 0 0 z 0 J q 0 N 0 n 0 q a 41 0 0 drawing no. M01 -02 HORIZONTAL MULLION CAPACITY - PSF LENGTH -12 INCHES LENGTH -L1 INCHES MULLION SPAN INCHES 5 -9/16' MULLION 7 -9/16" MULLION EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 80 12- 13/16" 17- 13/16 21- 13/16" 48" 62.0 77.0 65.0 77.0 62.0 77.0 65.0 77.0 62.0 77.0 65.0 77.0 12- 13/16" 17- 13/16" 21- 13/16" 54" 62.0 77.0 65.0 77.0 62.0 77.0 65.0 77.0 62.0 77.0 65.0 77.0 12- 13/16' 17- 13/16" 21- 13/16" 60" 62.0 77.0 65.0 77.0 82.0 77.0 65.0 77.0 62.0 77.0 65.0 77.0 17- 13/16" 17- 13/16 21- 13/16' 66" 62.0 77.0 65.0 77.0 62.0 77.0 65.0 77.0 62.0 77.0 65.0 77.0 12- 13/16" 17- 13/18 21- 13/16" 72" 62.0 77.0 65.0 77.0 62.0 77.0 65.0 77.0 62.0 77.0 65.0 77.0 82 -7/8" 12- 13/16" 17- 13/16" 21- 13/16' 48" 62.0 77.0 65.0 77.0 62.0 77.0 65.0 77.0 62.0 77.0 65.0 77.0 12- 13/16" 17- 13/16 21- 13/16' 54' 62.0 77.0 65.0 77.0 62.0 77.0 65.0 77.0 62.0. 77.0 65.0 77.0 12- 13/16' 17- 13/18 21- 13/16' 60" 62.0 77.0 65.0 77.0 62.0 • 77.0 65.0 77.0 62.0 77.0 65.0 77.0 12- 13/16' 17- 13/16" 21- 13/16' 68" 62.0. 77.0 65.0 77.0 62.0 77.0 65.0 77.0 62.0 77.0 65.0 77.0 12- 13/16" 17- 13/16" 21- 13/16" 62.0 77.0 65.0 77.0 72" 62.0 77.0 65.0 77.0 62.0 77.0 65.0 77.0 12- 13/16' 17- 13/16' 21- 13/16" 62.0 77.D 65.0 77.0 48" 62.0 77.0 65.0 77.0 62.0 77.0 65.0 77.0 12- 13/16" 17- 13/16" 21- 13/16' 62.0 77.0 65.0 77.0 54" 62.0 77.0 65.0 77.0 62.0 77.0 65.0 77.0 90' 12- 13/16" 17- 13/16" 21- 13/16" 62.0 77.0 65.0 77.0 60" 62.0 77.0 65.0 77.0 62.0 77.0 65.0 77.0 17- 12- 13/18" 13/18" 21- 13/16' 62.0 77.0 65.0 77.0 66' 62.0 77.0 65.0 77.0 62.0 77.0 65.0 77.0 12- 17- 21- 13/16" 13/16" 13/16" 62.0 77.0 65.0 77.0 72" 62.0 77.0 65.0 77.0 61.8 76.8 65.0 77.0 HORIZONTAL MULLION CAPACITY - PSF LENGTH -12 INCHES LENGTH -L1 INCHES MULLION SPAN INCHES 5 -9/18" MULLION 7 -9/18' MULLION ER. ( +) INT. ( -) EXT. (+) INT. ( -) 12- 13/16" 62.0 77.0 65.0 77.0 17- 13/16" 48' 62.0 77.0 65.0 77.0 21- 13/16" 62.0 77.0 65.0 77.0 12- 13/16" 62.0 77.0 65.0 77.0 17- 13/16' 54' 62.0 77.0 65.0 77.0 21- 13/16" 62.0 77.0 65.0 77.0 12- 13/18' 62.0 77.0 65.0 77.0 96" 17- 13/16" 60° 62.0 77.0 65.0 77.0 21- 13/16' 62.0 77.0 C5.0 77.0 12- 13/16" 62.0 77.0 65.0 77.0 17- 13/16" 66" 62.0 77.0 65.0 77.0 21- 13/16" 62.0 77.0 65.0 77.0 12- 13/16' 62.0 77.0 65.0 77.0 17- 13/16" 72" 60.8 75.4 65.0 77.0 21- 13/16' 58.7 72.9 85.0 77.0 ' CHART k1 CHART N1 5- 9/16" & 7- 9/16" LVL Engr: DR. NUMAYOUN FAR000 STRUCTURES FLA PE # 16557 CAN. 353 AR 1 Aptp0B661 es stimpl 2 cgo ' din Cede ' NOA4 57:' Miami ' roataoi Dire 13} a) 0 0 3 5 3 w a 0 z z 0 3 0 0 n 0 0) N 0 0 drawing no. MO -02. 5 -9/16" & 7 -9/16" VERTICAL MULLION AVG. WIDTH INCHES MULLION SPAN INCHES MULLION CAPACITY - PSF EXT. ( +) INT. ( -) 24" 62.0 77.0 30" 62.0 77.0 36" 62.0 77.0 42" 60 62.0 77.0 48" 62.0 77.0 24' 62.0 77.0 30" 62.0 77.0 36" 62.0 77.0 42" 66" 62.0 77.0 48' 62.0 77.0 24" 62.0 77.0 30 62.0 77.0 36' 62.0 77.0 42" 72" 62.0 77.0 48" 62.0 77.0 24" 62.0 77.0 30" 62.0 77.0 36" 62.0 77.0 42' 78" 62.0 77.0 48" 62.0 77.0 O f0 n N n a a 62.0 77.0 62.0 77.0 62.0 77.0 84" 62.0 77.0 60.5 75.2 24" 62.0 77.0 30" 62.0 77.0 36" 62.0 77.0 42" 90" 60.2 74.7 48" 55.0 68.4 24" 62.0 77.0 30" 62.0 77.0 36" 62.0 77.0 42" 96" 53.9 66.9 48" 48.2 59.9 n N 36 -1/8' MAX. i ' 0 5- 9/16" LVL MAXIMUM DESIGN LOAD RATING = + 62.0 PSF (FOR SIZE SHOWN ABOVE OR SMALLER) - 77.0 PSF 7- 9/16" LVL MAXIMUM DESIGN LOAD RATING = + 65.0 PSF (FOR SIZE SHOWN ABOVE OR SMALLER) - 77.0 PSF CHART k2 AVG. WIDTH = W1 W2 W1 + W2 2 AVG. WIDTH = Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE N 16557 CAN. 5538 w 4 0. N 0 5 -9/16" LVL 7- 9/16" LVL W1 AVG. WIDTH - AVG. WIDTH = a1 + 22 W2 2 W2 W1 + W2 2 :98 eompSylagtiu i Florida B ° Ia Code �1 200 !Na Miami Dade Prodaci ..ontzo Lid P m 2 0 _1T 0 I .0 g cc Z o cn O O a1 0 n " O O I0 to O N 0 W a m 0 3 1 drawing no. MO1 n-02, • sheet 4 of 9 5) 262-6978 MULLION SPAN MULLION SPAN MU WON SPAN i i i i \ I, L W1 W1 W2 n N 36 -1/8' MAX. i ' 0 5- 9/16" LVL MAXIMUM DESIGN LOAD RATING = + 62.0 PSF (FOR SIZE SHOWN ABOVE OR SMALLER) - 77.0 PSF 7- 9/16" LVL MAXIMUM DESIGN LOAD RATING = + 65.0 PSF (FOR SIZE SHOWN ABOVE OR SMALLER) - 77.0 PSF CHART k2 AVG. WIDTH = W1 W2 W1 + W2 2 AVG. WIDTH = Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE N 16557 CAN. 5538 w 4 0. N 0 5 -9/16" LVL 7- 9/16" LVL W1 AVG. WIDTH - AVG. WIDTH = a1 + 22 W2 2 W2 W1 + W2 2 :98 eompSylagtiu i Florida B ° Ia Code �1 200 !Na Miami Dade Prodaci ..ontzo Lid P m 2 0 _1T 0 I .0 g cc Z o cn O O a1 0 n " O O I0 to O N 0 W a m 0 3 1 drawing no. MO1 n-02, • sheet 4 of 9 5) 262-6978 MULLION SPAN MULLION SPAN MU WON SPAN i i i i \ I, L W1 W2 j n N 36 -1/8' MAX. i ' 0 5- 9/16" LVL MAXIMUM DESIGN LOAD RATING = + 62.0 PSF (FOR SIZE SHOWN ABOVE OR SMALLER) - 77.0 PSF 7- 9/16" LVL MAXIMUM DESIGN LOAD RATING = + 65.0 PSF (FOR SIZE SHOWN ABOVE OR SMALLER) - 77.0 PSF CHART k2 AVG. WIDTH = W1 W2 W1 + W2 2 AVG. WIDTH = Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE N 16557 CAN. 5538 w 4 0. N 0 5 -9/16" LVL 7- 9/16" LVL W1 AVG. WIDTH - AVG. WIDTH = a1 + 22 W2 2 W2 W1 + W2 2 :98 eompSylagtiu i Florida B ° Ia Code �1 200 !Na Miami Dade Prodaci ..ontzo Lid P m 2 0 _1T 0 I .0 g cc Z o cn O O a1 0 n " O O I0 to O N 0 W a m 0 3 1 drawing no. MO1 n-02, • sheet 4 of 9 5) 262-6978 MULLION SPAN MULLION SPAN MU WON SPAN ' ; *% iii ifs %%', ■ i � y; I 3/4' WIDTH -W1 WIDTH -W2 [ART #3 INCHES WIDTH-82 INCHES 48 -3/4" 60" 64' 72" 14- 13/16' 18- 13/16' 24 -1/2" 30 -1/8" 32 -1/8" 36 -1/8' 14- 13/16' 18- 13/16 24 -1/2 30 -1/8' 32 -1/8" 36 -1/8" 14- 13/16 18- 13/16' 24 -1/2' 30 -1/8" 32-1/8' 36 -1/8" 14- 13/16' 18- 13/16' 24 -1/2' 30 -1/8' 32 -1/8" 36 -1/8' 48 -3/4" 60' 64' 72" 14-13/16' 18- 13/16" 24 -1/2' 30 -1/8 32 -1/8" 36 -1/8' 14- 13/16' 18- 13/16' 24 -1/2' 30 -1/8" 32 -1/8 36 -1/8' 14- 13/16 18- 13/16 24 -1/2' 30 -1/8' 32 -1/8' 36 -1/8 14- 13/16' 18- 13/16' 24 -1/2" 30 -1/8' 32 -1/8' 36 -1/8' 7 VERTICAL MULLION 1 INCHES 60" 82 1/2" LENGTH -L INCHES 102 104 -7/8" MULLION CAPACITY -PSF EXT. ( +) 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.6 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 84.3 61.8 INT. ( -) 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.6 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.3 61.8 7- 9/16" LVL CHART #3 7 - 9/16" VERTICAL MULLION WIDTH -WI INCHES 48 -3/4" GO" 64" 72" 48 -3/4" 60' 64" 72' WIDTH -W2 INCHES 14- 13/16' 18- 13/16' 24 -1/2' 30 -1/8 32 -1/8' 36 -1/8 14- 13/16' 18- 13/16" 24 -1/2" 30 -1/8' 32 -1/8' 36 -1/8' 14- 13/16" 18- 13/16 24 -1/2' 30 -1/8" 32 -1/8' 36 -1/8' 14- 13/16 18- 13/16' 24 -1/2' 30 -1/8' 32 -1/8 36 -1/8" 14- 13/16' 18- 13/16' 24 -1/2" 30 -1/8' 32 -1/8" 36 -1/8" 14- 13/16' 18- 13/16' 24 -1/2" 30 -1/8' 32 -1/8' 36 -1/8' 14- 13/16 18- 13/16' 24 -1/2' 30 -1/8' 32 -1/8" 36 -1/8" 14- 13/16' 18- 13/16' 24 -1/2 30 -1/8' 32 -1/8' 36 -1/8' LENGTH -A INCHES 90 96" LENGTH -L INCHES 112' 118 MULLION CAPACITY -PSF EXT. ( +) 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.4 65.0 65.0 65.0 65.0 64.6 61.9 65.0 65.0 64.9 61.1 59.9 57.8 65.0 65.0 65.0 65.0 65.0 64.6 65.0 65.0 65.0 62.9 61.2 58.2 65.0 65.0 65.0 60.5 59.0 56.2 65.0 58.6 65.0 65.0 60.5 56.4 INT. ( - 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 6.5.0 65.0 65.0 64.4 65.0 75.7 65.0 65.0 64.6 61.9 65.0 65.0 64.9 61.1 59.9 57.6 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.7 60.9 65.0 65.0 65.0 62.5 61.1 65.0 61.4 57.8 55.0 52.6 56.7 54.5 -- 7 36 -1/2" 36 -1/2" MAX. MAX. 36 -1/2" '36 -1/2" MAX. MAX. Engn DR. HUMAYOUN FAR000 STRUCTURS FLA. PE 16557 CAN 3/4" 3/4" 7- 9/16" LVL MAXIMUM DESIGN LOAD CAPACITY = + 65.0 PSF FOR SIZES AND CONFIGURATIONS SHOWN ABOVE) - 77.0 PSF Approved as camplylag wHiti eb9 Fie rid;PprIc& mate_ NOAfi P11rmi Dade Product Cm:U.?;I Qh' 6 0 0 , 2 0 0 U m 0 v c E i drawing no. MO -02 0 0 LAMINATED VENEERED LUMBER MULLION SYSTEM 0111 07-31-01 ifs %%', ' . � y; I [ART #3 INCHES WIDTH-82 INCHES 48 -3/4" 60" 64' 72" 14- 13/16' 18- 13/16' 24 -1/2" 30 -1/8" 32 -1/8" 36 -1/8' 14- 13/16' 18- 13/16 24 -1/2 30 -1/8' 32 -1/8" 36 -1/8" 14- 13/16 18- 13/16' 24 -1/2' 30 -1/8" 32-1/8' 36 -1/8" 14- 13/16' 18- 13/16' 24 -1/2' 30 -1/8' 32 -1/8" 36 -1/8' 48 -3/4" 60' 64' 72" 14-13/16' 18- 13/16" 24 -1/2' 30 -1/8 32 -1/8" 36 -1/8' 14- 13/16' 18- 13/16' 24 -1/2' 30 -1/8" 32 -1/8 36 -1/8' 14- 13/16 18- 13/16 24 -1/2' 30 -1/8' 32 -1/8' 36 -1/8 14- 13/16' 18- 13/16' 24 -1/2" 30 -1/8' 32 -1/8' 36 -1/8' 7 VERTICAL MULLION 1 INCHES 60" 82 1/2" LENGTH -L INCHES 102 104 -7/8" MULLION CAPACITY -PSF EXT. ( +) 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.6 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 84.3 61.8 INT. ( -) 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.6 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.3 61.8 7- 9/16" LVL CHART #3 7 - 9/16" VERTICAL MULLION WIDTH -WI INCHES 48 -3/4" GO" 64" 72" 48 -3/4" 60' 64" 72' WIDTH -W2 INCHES 14- 13/16' 18- 13/16' 24 -1/2' 30 -1/8 32 -1/8' 36 -1/8 14- 13/16' 18- 13/16" 24 -1/2" 30 -1/8' 32 -1/8' 36 -1/8' 14- 13/16" 18- 13/16 24 -1/2' 30 -1/8" 32 -1/8' 36 -1/8' 14- 13/16 18- 13/16' 24 -1/2' 30 -1/8' 32 -1/8 36 -1/8" 14- 13/16' 18- 13/16' 24 -1/2" 30 -1/8' 32 -1/8" 36 -1/8" 14- 13/16' 18- 13/16' 24 -1/2" 30 -1/8' 32 -1/8' 36 -1/8' 14- 13/16 18- 13/16' 24 -1/2' 30 -1/8' 32 -1/8" 36 -1/8" 14- 13/16' 18- 13/16' 24 -1/2 30 -1/8' 32 -1/8' 36 -1/8' LENGTH -A INCHES 90 96" LENGTH -L INCHES 112' 118 MULLION CAPACITY -PSF EXT. ( +) 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.4 65.0 65.0 65.0 65.0 64.6 61.9 65.0 65.0 64.9 61.1 59.9 57.8 65.0 65.0 65.0 65.0 65.0 64.6 65.0 65.0 65.0 62.9 61.2 58.2 65.0 65.0 65.0 60.5 59.0 56.2 65.0 58.6 65.0 65.0 60.5 56.4 INT. ( - 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 6.5.0 65.0 65.0 64.4 65.0 75.7 65.0 65.0 64.6 61.9 65.0 65.0 64.9 61.1 59.9 57.6 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.7 60.9 65.0 65.0 65.0 62.5 61.1 65.0 61.4 57.8 55.0 52.6 56.7 54.5 -- 7 36 -1/2" 36 -1/2" MAX. MAX. 36 -1/2" '36 -1/2" MAX. MAX. Engn DR. HUMAYOUN FAR000 STRUCTURS FLA. PE 16557 CAN 3/4" 3/4" 7- 9/16" LVL MAXIMUM DESIGN LOAD CAPACITY = + 65.0 PSF FOR SIZES AND CONFIGURATIONS SHOWN ABOVE) - 77.0 PSF Approved as camplylag wHiti eb9 Fie rid;PprIc& mate_ NOAfi P11rmi Dade Product Cm:U.?;I Qh' 6 0 0 , 2 0 0 U m 0 v c E i drawing no. MO -02 0 0 LAMINATED VENEERED LUMBER MULLION SYSTEM 0111 07-31-01 i ii• ' . i i ¢ - ■ 1 • V HLON31 1 Hl0N31 3/4' 3/4" WIDTH -W2 W1DTH-W1 WIDTH -W2 [ART #3 INCHES WIDTH-82 INCHES 48 -3/4" 60" 64' 72" 14- 13/16' 18- 13/16' 24 -1/2" 30 -1/8" 32 -1/8" 36 -1/8' 14- 13/16' 18- 13/16 24 -1/2 30 -1/8' 32 -1/8" 36 -1/8" 14- 13/16 18- 13/16' 24 -1/2' 30 -1/8" 32-1/8' 36 -1/8" 14- 13/16' 18- 13/16' 24 -1/2' 30 -1/8' 32 -1/8" 36 -1/8' 48 -3/4" 60' 64' 72" 14-13/16' 18- 13/16" 24 -1/2' 30 -1/8 32 -1/8" 36 -1/8' 14- 13/16' 18- 13/16' 24 -1/2' 30 -1/8" 32 -1/8 36 -1/8' 14- 13/16 18- 13/16 24 -1/2' 30 -1/8' 32 -1/8' 36 -1/8 14- 13/16' 18- 13/16' 24 -1/2" 30 -1/8' 32 -1/8' 36 -1/8' 7 VERTICAL MULLION 1 INCHES 60" 82 1/2" LENGTH -L INCHES 102 104 -7/8" MULLION CAPACITY -PSF EXT. ( +) 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.6 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 84.3 61.8 INT. ( -) 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.6 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.3 61.8 7- 9/16" LVL CHART #3 7 - 9/16" VERTICAL MULLION WIDTH -WI INCHES 48 -3/4" GO" 64" 72" 48 -3/4" 60' 64" 72' WIDTH -W2 INCHES 14- 13/16' 18- 13/16' 24 -1/2' 30 -1/8 32 -1/8' 36 -1/8 14- 13/16' 18- 13/16" 24 -1/2" 30 -1/8' 32 -1/8' 36 -1/8' 14- 13/16" 18- 13/16 24 -1/2' 30 -1/8" 32 -1/8' 36 -1/8' 14- 13/16 18- 13/16' 24 -1/2' 30 -1/8' 32 -1/8 36 -1/8" 14- 13/16' 18- 13/16' 24 -1/2" 30 -1/8' 32 -1/8" 36 -1/8" 14- 13/16' 18- 13/16' 24 -1/2" 30 -1/8' 32 -1/8' 36 -1/8' 14- 13/16 18- 13/16' 24 -1/2' 30 -1/8' 32 -1/8" 36 -1/8" 14- 13/16' 18- 13/16' 24 -1/2 30 -1/8' 32 -1/8' 36 -1/8' LENGTH -A INCHES 90 96" LENGTH -L INCHES 112' 118 MULLION CAPACITY -PSF EXT. ( +) 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.4 65.0 65.0 65.0 65.0 64.6 61.9 65.0 65.0 64.9 61.1 59.9 57.8 65.0 65.0 65.0 65.0 65.0 64.6 65.0 65.0 65.0 62.9 61.2 58.2 65.0 65.0 65.0 60.5 59.0 56.2 65.0 58.6 65.0 65.0 60.5 56.4 INT. ( - 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 6.5.0 65.0 65.0 64.4 65.0 75.7 65.0 65.0 64.6 61.9 65.0 65.0 64.9 61.1 59.9 57.6 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.7 60.9 65.0 65.0 65.0 62.5 61.1 65.0 61.4 57.8 55.0 52.6 56.7 54.5 -- 7 36 -1/2" 36 -1/2" MAX. MAX. 36 -1/2" '36 -1/2" MAX. MAX. Engn DR. HUMAYOUN FAR000 STRUCTURS FLA. PE 16557 CAN 3/4" 3/4" 7- 9/16" LVL MAXIMUM DESIGN LOAD CAPACITY = + 65.0 PSF FOR SIZES AND CONFIGURATIONS SHOWN ABOVE) - 77.0 PSF Approved as camplylag wHiti eb9 Fie rid;PprIc& mate_ NOAfi P11rmi Dade Product Cm:U.?;I Qh' 6 0 0 , 2 0 0 U m 0 v c E i drawing no. MO -02 0 0 LAMINATED VENEERED LUMBER MULLION SYSTEM 0111 07-31-01 7 -9/16" 5 -9/16' MULLION MULUON • • #10 X 2 -1/2' SCREWS AT 5' FROM HEAD /SILL AND 16" O.C. MAX. 5 -9/16" & 7 -9/16` VERTICAL MULUONS CAN BE USED IN ANY COMBINATIONS OF FRAME JAMBS OF OUTSWING /INSWING DOORS. GLIDING DOORS, SIDELITES AND TRANSOMS, SEE SHEET 2 FOR DETAILS. #10 X 2 -1/2° SCREWS AT 5' FROM HEAD /SILL AND 16' O.C. MAX. #10 X 2 -1/2" SCREWS AT 5" FROM HEAD /SILL AND 16' O.C. MAX. #10 X 2 -1/2" SCREWS AT 5" FROM HEAD /SILL AND 16" O.C. MAX. #10 X 2 -1/2' SCREWS AT 5" FROM HEAD /SILL AND 16" O.C. MAX. 5 -9/16" MULUON 7 -9/16 MULUON #10 X 2 -1/2 SCREWS AT 5" FROM HEAD /SILL AND 16" O.C. MAX. 5- 9/16 & 7- 9/16" HORIZONTAL MULLIONS CAN BE USED IN ANY COMBINATIONS OF TRANSOM FRAMES WITH FRAME HEADS OF OUTSWING /INSWING DOORS, GLIDING DOORS AND SIDELTES SEE SHEET 2 FOR DETAILS. HEADER 5 -9/16° & 7 -9/16 LVL Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16857 CAN. 5536 -mrd ae cwnp f& b3 Ayp fedc NOAIt Prlie ddt Prr3ddust C Btvyy_ CC m a w z 4 N 0 O j d Er- c 0 n U 0) N N O D O 0 n 0 z i drawing no. MO1 -02 rch "u4 0 of n VERT. MULL HEAD CONNECTION HORIZ. MULL JAMB CONNECTION .078 THK. STEEL PLATE VERT. MULL SILL CONNECTION UNIT HEAD /JAM ADDL ANCHOR REOD. FOR INSTALLATIONS INTO WOOD ONLY .078 THK. STEEL PLATE TYPICAL ANCHORS (4) AT HEAD TYPICAL ANCHORS AT SILL (3) TYPE A. C OR D (4) TYPE 8 #8 X 1 SCREWS r 6 PER PLATE #8 X 1' SCREWS 6 PER PLATE 5- 9/16" MULLION CONNECTION DETAIL MULLION AND MULLION COVER ANCHOR AO ANCHOR ANCHOR 3.000 1.750 3.500 O 0 0 O 0 O O 0 0 O 0 0 4.000 3.950 4.250 4.704 0 Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 C.A.N. 538 1 .00 0 0 0 0 0 0 300 1.850 .300 .750 TYPICAL ANCHORS: 3/16' 0 TAPCONS (BY ELCO) OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. THRU 1 BY WOOD BUCKS INTO MASONRY OR CONCRETE 1 -1/2" MIN. EMBED INTO MASONRY OR CONCRETE 3/16' 0 JAM= (BY ELCO) OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. ANCHOR QB INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -1/2' MIN. PENETRATION INTO WOOD 4117 SUS INTO METAL STRUCTURES STEEL OR ALUMINUM 1/8' MIN. THICKNESS 3/16" 0 TAPCONS (BY ELCO) OR EQUIV. CONC. ANCHOR HOLDING CURREr✓'T NOTICE OF ACCEPTANCE. DIRECTLY INTO MASONRY OR CONCRETE 1 -1/2" MIN. EMBED INTO MASONRY OR CONCRETE HEAD BRACKET 52568 STEEL 1.750 - SILL BRACKET 52567 STEEL -1 .750 b Approved es emptying with Florida 6 din C e ffimtr 9 0 NOAfi n_ � D_d.• : r nci.c•t C antroI D91y1 0 CC 0 d z 0 4x0 O 0 Ci z o '`t o o <to x �� cn O' L O F ZZ � O eL 3. 2 0 drawing no. MO1 -02 (sheet 7 of 9 ) VERT. MULL HEAD CONNECTION HORIZ. MULL JAMB CONNECTION STEEL PLATE .078 THK. VERT. MULL SILL CONNECTION UNIT HEAD /JAMB ADDL ANCHOR READ. FOR INSTALLATIONS INTO WOOD ONLY 11 fir . ''Y 1 I , 'Y I� 1 TYPICAL ANCHORS (5) AT HEAD TYPICAL ANCHORS AT SILL (4) TYPE A. C OR D / TYPE B t 7- 9/16" MULLION CONNECTION DETAIL .078 THK. STEEL PLATE #8 X 1" SCREWS 6 PER PLATE #8 X 1" SCREWS 6 PER PLATE MULLION AND MULLION COVER 0 r 3.000 ANCHOR Q ANCHOR B® ANCHOR © 1.750 3.500 O 0 0 0 0 0 0 0 5.825 6.125 0 1.500 f) O O 0 O 0 0 O 0 0 0 0 0 0 0 6.125 6.829 TYPICAL ANCHORS; 3/16" 0 TAPCONS (BY ELCO) OR EQUN. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. THRU 1 BY WOOD BUCKS INTO MASONRY OR CONCRETE 1 -1/2" MIN. EMBED INTO MASONRY OR CONCRETE 3/18' 0 TAPCONS (BY ELCO) OR EOUN. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -1/2" MIN. PENETRATION INTO WOOD #17 SMS INTO METAL STRUCTURES STEEL OR ALUMINUM 1/8" MIN. THICKNESS ,3/16' 0 TAPCONS (BY ELCO) OR ANCHOR() EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. DIRECTLY INTO MASONRY OR CONCRETE 1 -1/2" MIN. EMBED INTO MASONRY OR CONCRETE Engr. DR. HUMAYOUN FARC00 STRUCTURES FLA. PE J 16557 C.A.N. 3538 .300 1 1.850 j __ . 300 HEAD BRACKET 52582 STEEL SILL BRACKET 52583 - 750 STEEL -1 .750 b Approved a e cmplytrg WI Zi tie Merida Bu di9g dada 3z Prvauc: Coctrot c 0 0 3 w m —J 0 Lai CC W CO 0 n • a 0 0 9 drawing no. MO1 -02 (sheet R of 0 U 0 0 0 0 3 t I I 1 • #8 X 3/4" SCREWS 3 PER SIDE 7- 9/16" LVL VERT. MULLION CONNECTION TO HORIZONTAL MULLION 4.078 L— BRACKET 52584 STEEL i^-- 1.813 —q .378 O 0 0 Engr. DR. HUAIAYOUN FAR000 STRUCTURES FLA PE # 16557 CAN. 3538 2003 NOA Alton Div 8 cord ea emptying M h the de Prodnet Control z 0 4 o0 tO Fo 0 0_ gy ▪ , k; L. 0 . U w - o 7 , M . ¢ ▪ < m a 0 CL (/ ) 0 r FigIej 2 2 w - s 0 J CC 0 J W W rn 0 0 N A) 7 0 N 0 <o 0 r� CL ▪ Z 0 ts Q Z W F m ffi ZZ ° m ` o_ co U 'o r a 0 9 O C x x S drawing no. MO1 -02 (chant 0 of 0 0 z MIAMI SHORE& VILLAGE BUILDING DEPARTMENT , A\ 305- 795 -2204 Building Inspection Request Date 1 Time Type Insp'n * 1(l Tc Permit No. i SP W 103 Name l Di( Address 500 �f - 1 5 Company I U t t 1 Ic J Phone # For Inspector: , ,laq Name & Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT � C\\ 305- 795 -2204 Building Inspection Request Date Time 'E`t Type Insp'n C(ai Thor r Permit No. GP 03 1 ' 3 Name l 4( Address Se . ' 1 OF 1 1 s l U t Company I ICS • Phone # For Inspector: I 11). Name & Date Approved Correction Re- Insp'n Fee ❑ Date Address Approved Correction Re- Insp'n Fee 1 U .4 MI H LGE BU DING DE ARTMENT 305- 795 -2204 Building Inspection Request Time 1• Name & Date Type Insp'n �r Permit No. Name _ Company i. 1 , E ' ` • Phone # For Inspector: M IA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Andersen Corporation 100 Fourth Avenue North Bayport, MN 55003 -1096 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 "Frenchwood Hinged AP/PA" Outswing Wood French Door APPROVAL DOCUMENT: Drawing No. DADE- FWO -AP- Impact, titled "Unit Assembly — Impact FWO AP 2 Panel ", sheets 1 through 4 of 4, dated 05/05/00 with revision B dated 01/17/01, prepared by the manufacturer, 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 words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 00- 1011.04 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, 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 03- 0415.15 Expiration Date: October 5, 2008 Approval Date: May 22, 2003 Page 1 MI A MICEI 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 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 On Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material 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 FD -101 Outswing Aluminum French Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites", sheets 1 through 8 of 8, prepared by manufacturer, dated 7 -12 -99 and last revised on 01- 17 -03, signed and sealed by Robert L. Clark, P.E., bearing the Miami - Dade County Product Control Rcnewal 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. • ADVERTISFMF.NT: The NOA number preceded by the words Miami - Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA p 02 0702.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda; 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- 0927.13 Expiration Date: February 13, 2008 Approval Date: February 13, 2003 Page 1 85 1 ® MAX. aUUGHT CP DING TYP. 96 MAX. 36.125 MAX. 33 3/6 MAX.® DAYUGHT OPENING I l 6.500 -{ - --1 4.000 --i 4.000 4.000 4.000 -- 25' MAX. ® 25' MAX. anlGHT DAYLIGHT -- OPENING OPENRIG 39..500 • 1350 MAX 4.000 ( / 4.000 oxxo 71.750 MAX. i e N INACTIVE 1150 MAX. 4.000 ra 1 4.000 2 POINT LOCK OPTION 1 / 36.125 MAX. 33 3/8 L3t5 OPENING Four 1/4' Tapeor. a 5 /14 Serwa Rp'd LARGE MISSILE IMPACT DDORS at 6r ' Locat1on. Top • Bottom. 1.) GAZNNG OPTIONS: (SEE SHEET 3 FOR GLAZING DETAILS) OPTION 1 - .402 (3/87 LAMNMIED (3/16' HEAT STRENGTHENED, .090 00059 LAYER 1/8' A' WM OPTION 2 - .402 (3/87 1A111■TED (J/16" HEAT STRENGTHENED .090 MEP LATER 1/8' HEAT STRENGTHENED OPTION 3 - 7/16' LAMINATED (3/16' HEAT S/RMGTHEMA .090 INNER LAYER 3/16' ANNEALED OPTION 4 - 7/16' LAIIWTED (3/16' TEAT STRENGTHENED. .090 INNER LAYER 3/16' HEAT S7R£AI67FEN D 2.) DESIGN PRESSURE RAW: (SEE TABLES SHEET 2) .3.) ANCHORS: DOOR AWL FROM CORNERS: 6.500 (.AD & SILL) AWL FROM CORNERS: 6.000 (.1 MAX SPACING AT HEAD & SAL: 13.500 MAX SPACING AT JAMBS 21.200 4.) SHUTTER REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) REFERENCE TEST REPORT: F1! -2067 6.) SEALANT TO BE APPLIED AROUND THE FRAME CORNER & PANEL CCRNER SEAM. 1 , . 6.000 TYPCAL 1 21.000 MAX. 21.000 MAX 13.250 HNGE LOC. 6.003 TYPICAL 1340 I I t MAX L J L 6.300 4.000 4.000 * 1- 030 4.000 / 77' 47.875 HINGE LOC. TYPICAL 1 (11) Rob.4 L. Clark. P.C. PE /39712 9rueturol 96 MAX. 85 118 MAX DAYUGHT OPENNG TYP. 6.500 AMCMAQC ARE TIP. N HEAD & SRL 36.125 37.500 MAX. 6.,23 MAX 36.125 MAX. -� 33 3/6 MAX. Lch 25' MAX. ® 33 3/6 MAX. Libi anrcxl ania+T aYLLGHT OPD OPENNG J OPEf/HG \r ll h END ES 1070 TECHNOLOGY ERNE NOKOMIS. FL 34275 P.O. BOX 1529 NCKCOMIS. R 34274 2 PONT LOCK OPTION 39.500 _.173.50 3.50 MAX 4.000 4.000 4.000 - 4000 &Nod BA F.K Moroi 4, K � F.N. &r~. OF 0.9 oxo 13.50 MAX. 0 1/17/03 /02 8/20/01 7/12/99 1- 4.000 4.000 4.000 4.000 Rallorrs 0-ADD D.O. DIMS Itodsicem /// GLASS t IABES 8-PER LETTER 8/17/01 FO-101 I NS 1�'i d 8 oNn3 6.000 21000 MAX. 21.000 MAX. J. L 6.000 I - f 1- 6300 PRODUCT ■L EWER so com ..1110, 0T ello A.nrl..Ncai __i7• /3 f klet Erobolto Nocngloo ELEVATIONS OXXO & OXO ALUMINUM FRENCH DOOR W/ SIDEL!TES 972 17i COMPARATIVE ANALYSIS TABLE 2. - GLASS OPTION 2 3/16" Heat Strengthened, .090 Inner Layer, 1/8' Heat Strengthened COMPARATIVE ANALYSIS TABLE 3. - GLASS OPTION 3 3/16° Heat Strengthened, .090 Inner Layer, 3/16" Annealed IQty. of l Stabs Stdelite Width 22.000 Max. Door Widths 37.500 Heights I 1 o K o Qty. of Slabs 1 Sidelih Width 22 000 Max. Door l Widths 37.500 Heights 79.750 -75.) 83.750 -75.0 87.750 -75.0 91.750 ?5.0 95.750 -75.0 [ 79.750 -75.0 83.750 -75.0 87.75C -75.0 91.750 -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 -68.5 28.000 37.500 -75.) -75.0 -75.0 ?5.0 -75.0 1 28.000 37.500 -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 r 00 30.000 37.500 -75.) -75.0 -75.0 ?5.0 -75.0 1 30.000 37.500 -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 -72.5 33.000 37.500 -75.) -75.0 -75.0 - -75.0 1 33.000 37.500 -75.0 -75.0 -75.0 -74.7 -72.6 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.7 72.6 -61.0 36.125 37.500 -75.) -75.0 -75.0 ?5.0 -75.0 1 36.125 37.500 -70.0 -67.9 -65.7 - 63.1 -60.4 75.0 75.0 75.0 75.0 75.0 70.0 67.9 65.7 63.1 60.4 -45.4 22.000 71.750 -75.) -75.0 -75.0 ?5.0 -75.0 1 O X X O I 2 22.000 71.750 -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 28.000 71.750 -75.) -75.0 -75.0 -''5.0 -75.0 2 28.000 71.750 -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 N Y O 30.000 71.750 -75.) -75.0 -75.0 ?5.0 -75.0 2 30.000 71.750 -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 33.000 71.750 -75.) -75.0 -75.0 - -75.0 2 33.000 71.750 -75.0 -75.0 -75.0 -74.7 -72.6 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.7 72.6 36.125 71.750 -75.) -75.0 -75.0 ?5.0 -75.0 2 36.125 71.750 -70.0 - 67.9 - 65.7 -63.1 -60.4 75.0 75.0 75.0 75.0 75.0 70.0 67.9 _ 65.7 63.1 60.4 COMPARATIVE ANALYSIS TAELE 1. - GLASS OPTION 1 3/16" Heat Strengthened, .090 Inner Layer, 1/8" Annealed Qty. of Stabs Sidelite Width Max. Door Widths Heights 79.750 83.750 87.750 91.750 95.750 I o M o 1 22.000 37.500 -75.0 -75.0 -72.5 -70.2 .8 75.0 75.0 72.5 70.2 68.8 1 28.000 37.500 -74.7 -73.2 -70.8 -68.5 .1 74.7 73.2 70.8 68.5 67.1 1 30.000 37.500 -64.7 -63.2 -61.0 -59.0 .2 64.7 63.2 61.0 59.0 58.2 1 33.000 37.500 -55.4 -53.5 -51.6 -50.1 48.9 55.4 53.5 51.6 50.1 48.9 1 36.125 37.500 -48.9 -47.5 -45.4 -43.4 41.8 48.9 47.5 45.4 43.4 41.8 II O K K O I 2 22.000 71.750 -75.0 -75.0 -72.5 -70.2 .8 75.0 75.0 72.5 70.2 68.8 2 28.000 71.750 -74.7 -73.2 -70.8 - 68.5 -6/.1 74.7 73.2 70.8 68.5 67.1 2 30.000 71.750 -64.7 -63.2 -61.0 -59.0 -58.2 64.7 63.2 61.0 59.0 58.2 2 33.000 71.750 -55.4 -53.5 -51.6 -50.1 -48.9 55.4 53.5 51.6 50.1 48.9 2 36.125 71.750 -48.9 -47.5 -45.4 -43.4 -41.8 48.9 _ 47.5 45.4 1 43.4 _ 41.8 COMPARATIVE ANALYSIS TAELE 4. - GLASS OPTION 4 3/16" Heat Strengthened, .090 Inner Layer, 2/16' Heat Strengthened Qty. of Slabs Sidelite Width Max. Door Widths Heights 79.750 83.750 87.750 91.750 95.750 I o K o I 1 22.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 28.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 30.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 33.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 36.125 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 I 0 A K 0 I 2 22.000 79.750 -75.0 -75 0 -75 0 -75 0 -75.0 75.0 75.0 75.0 75.0 75.0 2 28.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 30.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 33.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 36.125 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 _ 75.0 75.0 _ 75.0 75.0 _ 75.0 NOTES: 1. NEGA1VE DESIGN _LADS BASEL ON TESTED PRESSURE AND GLASS TABLES AS1W E 1300 -9. 2. POSTWE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES AS1U E 1300 -98. 3. GENERAL: 0/0 - DAYLIGHT OPENING 0/O HEIGHT - DOOR HEIGHT - 10.875' 0/0 WDTH SIDELITE - SIDEIJTE WIDTH - 2.750' 0/0 WIDTH PANEL • PANEL WIDTH - 12.500' IMn1 Or di lid Robed L Clark. P.E FE 139712 Sbueturd 1070 TECHNOLOGY ORE NOKOMIS. FL 34275 P.O. 00X 1520 NOKOMS. R 34274 ei- arra K ir F.K. Oven 0.9. brim 0-I103 ML$ t ADO ACE 3 a � drrwr U /02 Ani�.nr TARES 820/01 7 12/99 1 17 03 B LET1ER 8/17/08 011004.1CT RENEWED 04HNONNI NH Pte* easpo - / . Lykwia tieN F/4 /i '1e+ Dread DESI PRESSURE TABLES, OXXO & OXO ALUMINUM FRENCH DOOR W/ SIDEL!TES swkwuord scrr ism* FO -161 NTS 2 M 8 1 972 DOOR DOQR _IF. 3/16' HEAT STRENGTHENED 3/16 HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 090 INNER LAYER (SEE N01 1/B ANNEAED 1/5 ANNEALED GLAZING OPTION 1 .402 (3/8') LAMINATED SIDELITES IF 3/16' HEAT STRENGTHENED 3/16' HEAT STRENGTHENED .090 INNER _LYER (SEE NOTE) .090 INNER LAYER (SEE NOTE) 3/16' HEAT STRENGTHENED 3/16' HEAT STRENGTHENED GLAZING OPTION 4 7J16 LAMINATED -t 7437 SIDELITE$ REFERENCE TEST REPORT: 17L -2067 i _ 3/16' HEAT STRENGTHENED 3/16' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) .090 INNER LAYER (SEE NOTE) 1/6' HEAT STRENGTHENED 1/r HEAT STRENGTHENED GLAZING OPTION 2 .402 (3/8 - ) LAMINATED �✓ i' H cT, I� �I .437 NOTE: INNER LAYER MAY BE DUPONT BUTACITE P.'9 OR SAFLIX/KEEPSAFE AUXIMUM. Robert L pork P.E. PE /39712 Structural SIDELITE$ QQ8 .437 *wad ke C7/o3 F 9/9 T F.K. 8 20/01 _ IN $TRIES 0.9. 7 12/99 Dmeroilar 1070 TECHNOLOGY DRIVE NOICOYIS. FL 34275 P.O. BOX 1529 NLMCOMS. R 34274 3/16' HEAT STRENGTHENED .090 HNER LAYER (SEE NOTE) 3/1e ANNEALED GLAZING OPTION 3 7/16' LAMINATEQ GLAZING DETAILS D—NO CMG THIS SHT HwM1rre C AQD 7/16 GLASS 8-PER LETTER 8/17/01 3/16' HEAT STRENGTHENED .090 IMER LAYER (SEE NOTE; 3/16 ANNEALED SIDELITES PROMO UMW= �9Rfrt MB M ?Is, Maspeam -2 -- 27.13 11Bl a lm LTYile IBMs b 54 ALUMINUM FRENCH DOOR W/ SIDELITES DAraiv NA FD-tor 'SOAK -8 I 972 17' EXTERIOR INTERIOR DAYLIGHT OPENING MUG 11 I O 25- 8 CCONO HORIZONTAL SECTION OXXO HORIZONTAL SECTION �XQ REFERENCE TEST REPORT: FTL -2067 68.264 71.750 OUTSWINQ 25' OPOIS Robot L dark P.E PE #39712 Structural F^ .830 SEE SHEET 3 FOR ANCHORS SIDELITE T IN USTRIES 1070 TECHNOLOGY ow1YE NOKOHIS, FL 34275 P.O. BOX 1329 NOKOIS. FL 34274 OUTSWING F.K A wd Br F.K lewd d1' F.K 1RIr 0.9. Odr 1/17/03 9/01 20 7 12/99 D..r+otlarC SECTIONS ReaWaniu 0-NO CIG THIS SIfr tze. CHG THIS SHT PER LEIILK 8/17/01 Mira FROCK, RENRWED .Sib sh. Plastic Ilahlteerado Mosammi oz -o z7 ALUMINUM FRENCH DOOR W/ SIDEL ±TES _ NS I d 8 'craft 972 ID .T� tacit* Maxhi,w,, /ref s NPR • V.T. .s•.: 1. .._• • I t fa ":.•..r_-.- lG!:l;•:∎, Lt .T - i� •_.• a...._ 1 9 r•:»i. .n[rl' itol n_.a ri ti• !►i'%%•a1134i: 9111"a eelLi.'•id.7 •TATYI: 7/1r•:41i ∎EI11►L7): iNN/I-'21:11 WMPF4-" NI- M/27. 1'ecivr- UPEK'•l•F °tTylw lri%i :WIN t•iCil I.Y. IIIFi L'illiM•11 l'.73 <- T TiP :- A1:.!' /r*_VA IMIET W/F1I, 1•1k)i• itltri0-7, 'T'/ :7641 S +1r• 1AirL 4 1M'14 C"41 ;: •Gl" ' S'lF1lG' /S� —% t i INIANMYJ'• NM 6111 EMDIrIr !4^'_' 7,7NGTIINX&Mi- 1RsI13'glCIE: -1• /_q 1/'..'S <<LIIIVialli. IN IMUALTIt•1r::;�22.1 :: %NWRIWIRIN■rj1:;: •.: IIM/S•1a %Aii: t1h1■ MUM ii -' •..^ T�CR •_•:• [•_!1 ?'M GWIILIAM11111111=111 t• EOM r'III•Mi WM FY1137l F%7- t:!11Ywa•*,::rw :,- ElOI WiEf -,: ,,, Fad: LMILILi14411.1.t. --m1 1• NAM ■ ;Lill r1 ::1.CIPMMiZ rlt,iqMi. i i:Ir 07J/". +WIWI Citiir: MEMFictd 7 Fi = ri.. WIN� iLiFi, :Tiat:'>:1ia1: -4ti CStii ∎ Udg1•:TAK #11111= dillESOI it1ii YLI;•iLiiA 'MT F ormr' :a:;•W_Vo. - a IMIMILLei . P1,70.2: aIlati•;L:OLI'•1.1•■M1 MEM !•Tr4 P11 1.i TIITri,.I, tnIa7.'i :1 P.'•W ( 11 Ei!MVMM;•W iiSi:10111 : rtr• :::,11S2::•rmi:1 4ia:.3 :1 F.: rail If4 11• :22: %311;1 :SIP :t. rltis f.. I •: 1.-i1:LT 1• t1CM rim Ey1 Larilibffnewr, r1dIa:MEUn;erLYIIr3Aa3ii.':1 tl0/ NINIM:IE:4M22'1 ::•tM'• Pi4l1•,1114li4.::iriv:.S'Wp .s .)1 WON GP11i•E?daa7,/: oM.0" ", 17. :M:: i, .T9,S•11 : :.'r:I,,;'.!•*Patti E rr% i .. CrT a .' - ; !zl ir►' ::r WIMri! a n rill +i:AMryLir :.• :rwan/I=t•1101 Ei7 . ,•.• : ..!. FI4:ff4Sale•:i:MINI • ,•. MI- 111< r-MVII , Z• : S%. r_• t1•:•. .MF- 1.1: :'X1K % •- 0;a1• .IL11•ti' r , WaNikl.. ,/S•. ri'df L•iI END lr• - 9irI1 rr%d :ai•1 ,7 P. 1•::..';a• iS4YS% .. 1/011 r•1•:• wpm r• • Pi i: .i SWIMCF,i 911t1r:rT .7371 :"' UMMI •/are;7.L/ °.1 22 Fuirt ) u. 12FLL ECM aTILaE'.� :. r . !.F G._. ...• i1<0)• ' - n•. I . 'reirL iaC;a'_4:a: WW -1 •' MiT>I.L'fa /77=NRI 1:7— WWII RNNNF,f - •s.. a777:!v7.:.:r. :.;' 7yi:. _.r----Ta'^,M:-r..7;*.- 7= �ii♦ Wal %3 1 1i l , 1.171rMTI lid: tCi?. TI 9.Wa:lI =F3l•CI•I'IN7!: ` - WM ' - Win F1�•L 11 r'I•:iC• FI}I?n:/ Egm�:La<Li::,1INNOM Warl:rsII 11W a1if rr•_>:"�3al iirKiT Num ir!•YJlfi u ,'•7,'�ZOILIA:c l'L•ill7— WZMI ©'Av N5-ii :n.7lir,l6'R-W:a13i. '111,1 :1 l I " "3/ i1Ul ' WMVAF3<ML,t •II L►1f[ 311f I.3*11477— IMAM • port :• a '' ee 1Q);E.;• 1. 01rS w BRACKETS ARE FOR Ox0 COW1CURABON 2. REFERENCE TEST REFDRT.• F7L -2067 Rawl By: oeiic b..rort y • ft. L rc 771S stir F.K 9 9 02 C -ADD 7 16L GLASS 0.9. 7 12/99 o..voEmc BILL OF MATERIALS ofMr VENDOR 0 VEIDCR 1 PRODUCT RENEW= on •nookin M FINN, Soldba Cab � O 2 •/3 +r t ' j . C .l.4� i. Whir DOOR FRENCH 1070 TECHNOLOGY ORNE r r u irw ui w,�r r i / t�rncr rrcc� NOKOMIS. FL 34275 • PA. BCD( 1529 NOKOMS, FL 34274 FD-tot I NTS I 5.4 8 r N.. 972 17 4.000 O DOOR PANEL HEAD & SILL 1 6063 -75 ALUM. .250 -I L O WEATHER STRIP CHANNEL 5 6063 -75 ALUM. .375 1.0. 2.125 HINGE EXTRUSION 18 6063 -75 ALUM. 4.100 . 125 O DOOR PANEL JAMB 6063 -15 ALUM. 1.500 TRUSS CLAMP 1 1 6063 -75 ALUM. 4.100 r _ 1.750 O DOOR PANEL. INTERIOR ASTRAGAL 6063 -75 ALUM. 4.675 4.675 1.4 79 1.272 1 O FRAME HEAD 6063 -T5 ALUM. g/ h A 1.. t3oA. P.4 PE 130712 Structural 1 DUSTRI 1070 TECHNOLOGY OI AE NOKOYS FL 34275 P.O. BOX 1529 WOWS. FL 34274 r 4.100 O DOOR PANEL. EXTERIOR ASTRAGAL 6063 -T5 ALUM. F -3.000 —1 OL75WING THRESHOLD 6063 -T5 ALUM. 3.000 wod y. 0.4l a.rleosc F.K 1 17/03 D-NO CHG 7HJS SHT F.K. 2/9/02 EW SHT du.. ey F.X. 9/8/02 o..nou a r —.050 IL FRAME MB 6 JA 6063 -75 ALUM. OMNI EXTRUSIONS PROFILES, DOORS ma** " RwIM MoilbaCcir t z •/3 ALUMINUM_ FRENCH DOOR W/ SIDEL!TES M-01 I NTS 6 d 8 I X 972 17 3.100 -j SIDELITE BOTTOM RAIL 37 6063 -T5 ALUM. .830 .750 2.980 O SIDEUME JAMB ADAPTER 6063 -T5 ALUM. I----Z100-1 O SIDELITE HEADER 3 6 6063 -T5 ALUM. Robert L pork. P.E. PE 139712 Structural 1NODDCT Risetwta as meethe eise tee "eh sign hd, rir.r IY Veer prrwarr F 1/17/03 0-NO CHG THIS SHT I (• • ____ 1Md Re are AeeWee F.K. 9/9/02 C -NEW SHT ttr a� F.K. 9/9/02 EXTRUSIONS PROFILES, SIDEUTES Seethe Sreeejeorlee I NTS 4. 7 Pew a 8 I D 1070 TECHNOLOGY ORME NOKOMIS. Fl. 34275 ALUMINUM FRENCH DOOR W/ SIDELITES P.O. 9OX 1529 eeeK01IS i1 34274 • • 1/4 TAPCON (SEE 14D7E 1) TYP. HEAD TYP. JAMB 1 4' TAPCON SEE NOTE 1) 1.500 MIN. 4 - -: •.: • • TYP. SILL TYP. SILL .250 MAX BUOI (SEE 2) 1.500 MW. 2x 1 BUM' (SEE NOTE 2) /14 "'MEAD TYP. HEAD TYP. JAMB /SIDELITE .250 -d F-- 1r W000 Bl X MAX. (SE NOT J) TYP. JAMB /12 FLATHEAD JAMB SA4C1Ac (SEE 1107E 3 ON S4EET 1) REFERENCE TEST REPORT: F7L -2067 .250 MAX /1 � Ramt L. Clerk, P.E. PC /39712 9naatvel • • - . f' r - 1.500 • . ' I` - Ix NOTE 3) 1/4' TAPCON (SEE NOTE 1) P.O. BOX 1529 NCK01SS, FL 34274 1,74 TAPO 4 MM NOTE 1) .250 TYP. SIDELITE HEAD TYP. SIDELITE HEAD 11 TYP. SIDELITE SILL NOTES; 1. USE ONLY MNMI -DARE COUNTY APPROVED ELCO OR ITW E4PCONS. 2. INSTALLATION OF 2x 11000 BUCK TD 711E SUBSTRATE ENGINEERED SEPARATELY AND 7D BE RENEWED BY BUM.OLIMO OiF7CL4L. 3. INSTALLATION OF 1x 11000 BUG( TO THE SUBSTRATE TO BE ENGAIEERED SEPARATELT. Awe/ s,. F.K. 1.500 AM 2x WOOD 81.0f• (SEE NOTE 2) /14 PANHEAO TYP. SIDELITE SILL %17/03 0 CNG THIS SIT Arollionw RevIdenc 9 C-,AOD NOIES " F K. 8/2 20/01 8-PER R Lt71ER 8/17/01 Drawn 0.9. 72/99 ANC HORAGE 2x 11000 BUCK (SEE NOTE 2) /14 FLATHEAD rwwxTewss ausplobs .101 Om MOM 41r.11Gr1 10416.029 '444 91x1 1070 TECHNOLOGY DINE ALUMINUM FRENCH DOOR W/ SIDELITES FD- TOT I NTSI 8 «8972 ID FWO -60611 +60/ -64 FWO -54611 +60/ -64 . FWO -50611 +60/ -64 FWO -41611 +60/ -64 FW0 -6068 +60/ -64 FWO -5468 +60/ -64 FWO -5068 +60/ -64 FWO -4168 +60/ -64 UNIT • DP RATINGS DES. (PSF) FW0 -6080 +60/ -55 FWO -5480 +60 -55 FWO -5080 + 60/-55 FWO -4180 +60/ -55 UNIT OP RATINGS DES. (PSF) NOTES: 35.625 MAX, 10.000 MAX. I MASSONARY: ACTIVE PANEL � A 33.750 MAX. PANEL WIDTH 71.250 MAX. UNIT WIDTH / \ I \ 1 \ \ { i .\ — T I \\ 4.537" --L I / i FWO -60611 / PASSIVE PANEL / / 36.668" � —J VIEWED FROM EXTERIOR APPLY BOLTS TO PASSIVE PANEL ONLY A ..{ 10.000' 1 MAX. 17.000" 0.C. MAX TYP BOTH SIDES 8.000" MAX. 33.000' 0.C. MAX 8.000" MAX. 7.0001 I MAX. I I 82.313 MAX. UNIT HEIGHT 10.000 MAX. t 35.625 MAX. ACTIVE PANEL f 1 I 4.537 FWO -6060 PASSIVE PANEL / •1 / 33.750 MAX. PANEL WIDTH A 71.250 MAX. UNIT WIDTH VIEWED FROM EXTERIOR 1. INSTALLATION METHODS: WOOD BUCK: THE SILL IS SET IN BACKBEDDING. THE HEAD 1S SECURED IN THE ROUGH OPENING USING /10 X 3" SCREWS. THE JAMBS ARE SECURED U it0 X 3' SCREYrS. FOUR /in x 3" SCREWS ARE FASTENED THROUGH THE LOCK KEEPERS AND ARE LOCATED ONE PER TOP AND 801101.1 KEEPER, AND TWO PER MIOSPAN KEEPER. APPLY BOLTS TO /-- PASSIVE PANEL ONLY A _ 10.000 I MAx. y/ \ -1-- \\ A 2. GLAZING SPECIFICATIONS: HEAT STRENGTHENED: THE UNITS UILI2E 3/8" THICK •LAMINATED CLASS FABRICATED AND COMPOSED OF TWO NOMINAL 5/32 HEAT - STRENGTHENED SHEETS WITH A .090 PVB CRAY OR CLEAR INNER LAYER MANUFACTURED BY DUPONT OR SOLUT IA. ANNEALED: THE UNITS UTILIZE 17/32" (.532)NOMINAL THICK LAMINATED GLASS FABRICATED AND COMPOSED OF TWO NOMINAL 7/32" ANNEALED SHEETS WITH A .090' PVB GRAY OR CLEAR INNER LAYER MANUFACTURED BY DUPONT OR SOLUTIA. GLAZING METHOD: THE GLASS 15 SET FROM THE INTERIOR AGAINST A ONE OR TWO COMPONENT BED OF SILICONE. A TWO COMPONENT SILICONE BACKFILL WAS APPLIED TO THE INTERIOR PERIMETER, WITH W000 STOPS UTILIZED ON THE INTERIOR. 3. FRAME CONSTRUCTION: FRAME JAMBS AND HEAD CONSISTED OF PONDEROSA PINE WITH PULTRUDED EXTERIOR CLADDING; THE SILL CONSISTED OF AN ALUMINUM AND PVC ASSEMBLY. WOOD CORNERS WERE COPED. BUTTED AND FASTENED WITH FOUR 110 X 2 - 1/2" LONG SCREWS PER HEAD JAMB CORNER AND FOUR 110 X 2 -1/2' L014G SCREWS PER SILL JAMB CORNER. AND WERE SEALED WITH SILICONE. THE EXTERIOR PULTRUDED CLADDING CORNERS WERE MITER CUT AT THE HEAD, ASSEMBLED WITH CORNER KEY AND Two f6 X 0.625' SCREWS. SEALED WITH SILICONE AND COPED AT THE SILL 4. PANEL CONSTRUCTION: THE PANEL RAILS CONSISTED OF PONDEROSA PINE WITH THE STILES BEING AN LVL COMPOSITE AND CONTAINED BLOND MORTISE AND - TENON. DOWELED AND GLUED CORNER CONSTRUCTION. AND TWO /10 X 5' SCREWS INTO THE TOP AND BOTTOM STILE /RAIL JOINT (ONE PER HINGE SIDE JOINT). A PULTRUDED DRIP CAP WAS USED ON THE BOTTOM Or EACH PANEL. A PULTRUDED ASTRAGAL WAS SECURED 10 THE EXTERIOR or THE ACTIVE PANEL MEETING STILE WITH SILICONE AND SCREWS. 5. WEATHERSTRIPPING: ONE ROW OF SANTOPRENE BULB AT THE PERIME1ER OF THE PANEL. B 1/17/01 A EMT 0 REVISION 1 1 1 1 1 u 1 1 • 1 -- r 14.000' O.C. MAX. TYP BOTH SIDES 1 , 8.00(1 MAX. 27.000" 0.C. MAX. - f 6.000' 6.00tf MAX. 1 i sm. 1 or 95.438 MAX. UNIT HEIGHT Arran CIDATE DRAWING NUMBER 1/17/0} PRODUCT RENEWED as complying with the Florida Balding Code Acceptance N0_0- 0415.15 Ex iratioa DateSX1.5 By Miam Divis 1111E • UNIT, ASSEMBLY — IMPACT FWO AP 2 PANEL ode Product Contra APPROVED AS COMPLYING Willi THE SOUTH WATA4UILDI 1 DE D TE J 1 4.41 BY PROD T • NTROL DIVISION , BUILDING CODE COMPLIANCE 0 ICE /90 - (011.0V Andersen Corporation Bayport, Minnesota 55003 1NESE MANIACS .RC PRMOCO AS A SCRNCE rr ANDERSEN CORPORAION ra, INC PCCItlCUTIONS. C OR/riNcS� ANO TOR INC *Liu& IM TAuXIION SS OGCCSTCO O'� iiCSE ORAw INGS LIES NIT. INC NICNNRECC. ENGINEER AND /OR CONTRACTOR. COPTUICN .NOCRSCN CORPORATION 1190. ALL RIGNRS RCSEMK0. DADE— FWO —AP— IMPACT BEAD SILICONE ATTACHMENT OF FILLER TO STILE 20 STAPLE. 3/4 STAINLESS STEEL ATTACHMENT OF FILLER TO STILE 3 SCREW. 6 -20 X 1" (PN Ft. SS ATTACHMENT OF TOP RAIL FILLER 3 SCREW, 6 -20 X 1" (PN Ft. SS) ATTACHMENT OF BOTTOM RAIL FILLER BEAD ADHESIVE ATTACHMENT OF TOP RAIL TO STILES BEAD ADHESIVE ATTACHMENT OF BOTTOM RAIL TO STILES 8 -10 NAIL. 1 -1/7 ATTACHMENT OF INSDDE GLASS STOPS TO PANEL 4 NAIL. 1 ATTACHMENT OF INSIDE HEAD & SILL GLASS STOPS 10 PANEL 13 -14 SCREWS. 18 X 7 ATTACHMENT OF LOCK MECHANISM TO PANEL 6 -8 SCREWS 110 X 1 -I/7 ATTACHMENT OF HINGES TO PANEL 2 SCREWS 110 X 5" ATTACHMENT OF RAILS TO STILES 2 DOWEL. FLUTED 6.500' ATTACHMENT OF BOTTOM RAIL TO STILES 2 DOWEL. FLUTED 5.000 ATTACHMENT OF TOP RAIL TO STILES OTY. DESCRIPTION LOCATION PANEL FASTENERS LIST - ACTIVE PANEL BEAD SILICONE ATTACHMENT. OF SILL TO ROUGH OPENING BEAD SILICONE ATTACHMENT OF HEAD TO SIDE JAMBS BEAD SILICONE ATTACHMENT OF SILL TO SIDE JAMBS 4 SCREWS, j8 X 1/2" ATTACHMENT OF SILL LOCK TO SILL & S I Dt JAMBS 4 SCREWS. 16 X 5/8" ATTACHMENT OF CORNER LOCKS TO HEAD & SIDE JAMBS 12 -16 SCREWS. j X 5/8` ATTACHMENT OF HINGE SUPPORT PLATE TO FRAME 12 -16 SCREWS, 110 X 1/2 ATTACHMENT. OF HINGES TO FRAME N .3 m Z Z {- vi Ln 0 SCREWS. 110 X 1" ATTACHMENT OF LATCH RECEIVER TO FRAME (HEAD) SCREWS (10 X 2 -1/2" ATTACHMENT OF HEAD JAMB 70 SIDE JAMB SCREWS 110 X 2 -1/2" ATTACHMENT OF SILL TO SIDE JAMB SNAP FIT ATTACHMENT OF SIDE JAMB COVER TO SIDE JAMB SNAP FIT ATTACHMENT OF HEAD JAMB COVER TO HEAD JAMB DESCRIPTION LOCATION FRAME FASTENERS LIST FWO - 6080 7 7 7 FWO -5480 7 7 7 FWO -5080 7 7 7 FWO - 4180 7 7 7 FWO -60611 7 5 5 FWO -54611 7 • 5 5 TWO -506%1 7 5 5 FWO -41611 7 5 5 FWO -6068 7 5 5 FWO - 5468 7 5 5 FWO -5068 7 5 5 FWO -4168 7 5 5 UNIT DES. 1 OF SCREWS THROUGH HEAD :ma 1 OF SCREWS THROUGH RIGHT JAMB f OF SCREWS THROUGH LEFT JAMB FW0 -6080 71.250 95.438 FWO -5480 63.250 95.438 FWO -5080 • 59.250 95.438 FWO -4180 48.000 95.438 FW0-60611 71.250 82.313 FW0- 54 611 63.250 82.313 FWO -50611 59.250 82.313 FWO -41611 48.000 82.313 FWO -6068 71.250 79.438 ' FWO -5468 63.250 79.438 FWO -5068 59.250 79.438 FW0-4165. 48.000 79.438 UNIT DES. WIDTH HEIGHT UNIT DIMENSIONS 38 RECEIVER BASKET. SILL PA /HEAD AP 57079 STEEL 0.996 6.794 37 RECE1vER BASKET. SILL AP /HEAD PA 57078 STEEL 0.998 8.794 36 ASTRAGAL ACTIVE 57004 FIBERGLASS FRP 1.736 2.322 35 ASTRAGAL. PASSIVE 57074 FIBERGLASS FRP 3.621 3.269 34 DOWEL. FLUTED 5.000 52190 BIRCH 5.000 0.438 33 DOWEL FLUTED 6.500 52190 BIRCH 6.500 0.438 32 LOCK MECHANISUM, (PASSIVE) 52451 STEEL - - 31 LOCK MECHANISUM, 52104 STEEL - - 30 BARREL BOLT, FLUSHMOUNT 57086 STEEL 4.625 1.600 29 STOP. GLAZING STILE 51196 DONDEROSA PINE 0.870 0.875 28 STOP. GLAZ RAIL 51195 PONDEROSA PINE 0.870 0.875 27 SCREW. (10 X 3.000" PKD0170 STEEL 3.000 0.148 26 SPACER. 1.000 CLASS 20065 VINYL 0.375 0.188 25 24 PANEL STOP HEAD PA 57081 PONDEROSA PINE 0.679 1.500 57080 0NDEROSA PINE 0.679 1.500 PANEL, STOP SIDE 57041 'ONDEROSA PINE 0.679 1.500 23 22 SEALANT MD50012/42 SILICONE - ' - WATERBAR, TOP RAIL 57046 POLYPROPYLENE 0.450 0.450 21 NAIL, 1.500' X 18 CA. 20093 STEEL GALV. 1.500 .049 20 SEALANT MOS0012/33 SILICONE - - 19 FILLER. RAIL TOP 57012 FIBERGLASS 1.64 1.572 18 FILLER. RAIL BOTTOM 57011 FIBERGLASS 1.644 1.952 17 FILLER, LOCK STILE. 57010 F IBERGLASS 1.118 0.688 16 FILLER. HINGE STILE 57009 FIBERGLASS 1.118 1.609 15 W /S, CASKET 52172 SANTOPRENE - - 14 RAIL. TOP 52171 'ONDEROSA PINE 4.438 1.719 13 RAIL. BOTTOM 52173 "ONDEROSA PINE 8.594 1.719 12 STILE. HINGE 57022 "ONDEROSA PINE 4.113 1.719 11 STILE. LOCK 57023 - ONDEROSA PINE 4.113 1.7 t9 _10 GLASS. LAMINATED 04170 - - - 9 FLANGE. HEAD 16073 VINYL 2.166 0.394 e FLANGE. SIDE 16073 VINYL 2.166' 0.394 7 SEALANT MD50034/35/36 SILI CONE - - 6 HINGE ASSEMBLY 57049/50 ZINC STEEL - - 5 SILL ASSEMBLY 57027 VINYL/ALU 1.147 5.265 a JAMB. SIDE 57019 y1NDEPOSA PINE 1.234 4.202 3 COVER, JAMB SIDE 57031 FIBERGLASS 1.210 2.911 2 JAMB. HEAD 57018 - ONDEROSA PINE 1.234 , 4.202 1 COVER. JAMB HEAD 57030 FIBERGLASS 1.210 2.911 ITEIJ 140. DESCRIPTION PART MATERIAL HEJGHJ WIDTH DRAWING REFERANCE LIST FW0-3180 33.750 94.069 FWO -2980 29.750 94.069 FWD -2780 27.750 94.069 FWO -2180 22.125 94.069 FWO -3180 33.750 8(1944 FWO -2980 29.750 80.944 FW0 -2780 27.750 80,944 FWO -2180 22,125 80.944 FW0 -3180 33.750 78.069 FWD -2980 29.750 78.069 FW0 -2780 27.750 76.069 FWO -2180 22.125 78.069 PANEL DES, WIDTH HEIGHT PANEL OIMENSIONS 12 SCREW. /8 X 1 -1/7 STEEL ATTACHMENT OF BARREL BOLTS TO PANEL 2 SCREW. 7 -13 X 7 /Er ATTACHMENT OF BRACKET TO STILE 2 SCREW. 10 -12 X 2 -1/7 ATTACHMENT OF PASSIVE ASTRAGAL TO STILE 6 SCREW. 10 -12 X 3 -1/7 ATTACHMENT OF PASSIVE ASTRAGAL TO STILE BEAD SILICONE ATTACHMENT OF PASSIVE ASTRAGAL TO STILE BEAD SILICONE ATTACHMENT OF FILLER TO STILE 20 STAPLE, 3/4 STAINLESS STEEL ATTACHMENT OF FILLER TO STILE 3 SCREW. 6 -20 X 1 (PN FL SS) ATTACHMENT OF TOP RAIL FILLER 3 SCREW, 6 -20 X 1 (PN FL SS) ATTACHMENT OF BOTTOM RAIL FILLER BEAD ADHESIVE ATTACHMENT OF TOP RAIL TO STILES BEAD ADHESIVE ATTACHMENT OF BOTTOM RAIL TO STILES 8 -10 NAIL. 1 -1/7 ATTACHMENT OF INSDDE GLASS STOPS TO PANEL 4 NAIL, 1 -1/2 ATTACHMENT OF INSIDE HEAD & SILL GLASS STOPS TO PANEL 13 -14 SCREWS. 18 X 7 ATTACHMENT OF LOCK MECHANISM TO PANEL 6 -8 SCREWS 110 X 1 -1/2" ATTACHMENT OF HINGES TO PANEL 2 SCREWS 110 X 5 ATTACHMENT OF RAILS TO STILES 2 DOWEL FLUTED 6.500' ATTACHMENT OF BOTTOM RAIL TO STILES 2 DOWEL, FLUTED 5.000" ATTACHMENT OF TOP RAIL TO STILES OTY. DESCRIPTION LOCATION PANEL FASTENERS LIST - PASSIVE PANEL DETAIL -A- SCALE: NONE DOWELS LOCATED ON ALL FOUR CORNERS OF EACH PANEL ALL PARTS MANUFACTURED TO ANDERSEN SPECIFICATION AS NOTED BY ABOVE PART NUMBERS PRODUCT RENEWED as complying with the Florida Bidding Code Accepteuce No03- ()415-.5 Expiration Dare By Mia& Diyis adz Product C Tiom A 1 /17/01 5/5/00 REVISION • 1/17/01 SNT. 2 of APPROVED AS COMPLYING MATH THE SOUTH F IpA J UILD ' ODE DA PRODUC C•I TROLDWISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.d -intf . Y BY TITLE UNIT, ASSEMBLY - IMPACT FWO AP 2 PANEL Andersen corporation Bayport, Minnesota 55003 M1KSC OAAAINGS AAC F 1 PCa AS A SCAVICC 1/ •NOLASCN COAPOAATION VOA IM SPC CIrICAIIONA C OAAAINNGS Atm f tMC A L I SIALt1.t ON SR I �A CSC aMA1NGS LICS Alin MC AAOtlTCCT. CNCIAICEA AAD /OA COMPACTOR. COPTRICM AIOCRSCN CMrOR/.TION NA0. ALL RIp11S TS:SCRYCO. DRAWING NUYDER DADE -FWO -AP- IMPACT FWO -6080 80.562 79.500 95.438 MO- 5480 80.562 79.500 95.438 FWO -5080 80.562 79.500 95.438 FW0 -4180 80.562 79.500 95.438 • FWD- 60611 67.437 66.375 82.313 MO- 5461 I 67.437 66.375 82.313 I WO- 50611 67.437 66.375 82.313 FWO -41611 67.437 66.375 82.313 FW0-6068 64.562 63.500 79.438 FWO -5468 64.562 63.500 79.438 FWO -5068 64.562 63.500 79.438 FWO -4168 64.562 63.500 79.438 UNIT DES. GLASS DIMENSION DAYLIGHT OPENING UNIT DIMENSION ■ Z AC r.flMPt V1W( win; 1 TI 95.438 MAX. UNIT HEIGHT 94.069 MAX. PANEL HEIGHT 79.500 MAX. DAYLIGHT OPENING EXTERIOR f INTERIOR FULL LENGTH OF 0 `L X 6 SPr 12 WOOD BUCK MIN. EMBEDMENT 1.430' (7 DIAMETERS) (2 )PL. 1/4 MAX. J SHIM SPACE SECTION A -A 2' X 6' SPr 12 WOOD BUCK 7/32' ANNEALED -j .090 PVB - 7/32' ANNEALED 17/32' ANNEALED LAMINATED .GLASS CONSTRUCTION PRODUCr RENEWED as complying with the Florida Bidding Code Acceptance Nolan gJr..5 E , iration Date • _ - 0 o8 Dade Product Contrr 8 A 1/17/01 5/5/00 REVISION 5/32 HEAT STRENGTHENED .563 GLASS B1TE APPWW0 1/17/01 sHT. 3 or .090 PVB 5/32- HEAT STRENGTHENED 3/8' HEAT STRENGTHENED LAMINATED GLASS CONSTRUCTION SOUTH Friq l 3 l �j2�pA. U1DI D TE TITLE UNIT ASSEMBLY - IMPACT FWO AP 2 PANEL BY .(. /....I . PROD ■NTROL DIVISION BUILDING CODE COMPUANCE 0 CE ACCEPTANCE NO. ' 1 ° 11 • o y Andersen Corporotion Bayport. Minnesota 55003 01CSC DUPINGS Mr PRO4I000 AS A SCRVICC NT NCCRSCN CORPOMTI0N MR let &,t1ll Or ITS CUSIONCRS. IINAt RCS►0NSI01LITY TOR ICCWIAC, Or DCSIGN. r IRAI SPCCIIIGTIINS. DRAWINGS MD fall INC C7UN. IIISIALLATIaN SUGGCStCD m 1.ESC 04A►1.45 LIES w17• 7NC AROIITCC7. UWINCCR ANO /OR CDMRAC10a. COPYRIGHT NCCRSCN CORPORATION I1154. ALL RIGHTS RCSCRTCO. DRAWING HLIHBCR DADE- FWO -AP- IMPACT E FWO - 6080 26.000 24.875 71.250 FWO -5480 22.000 20.875 63.250 FW0- 5080 20 000 18.875 59.250 FWO -4180 1 4.375 13.250 48.000 FWO -60611 26.000 24.875 71.250 FWO -5461 1 22.000 20.875 63.250 FWD- 50611 20.000 18.875 59.250 FWO -4 t 611 14.375 13.250 48,000 FWO -6068 26.000 74.875 7),250 FWD -5468 22.000 20.875 63.250 FWO- 5068 20.000 18.875 59.250 FWO -4168 14.375 13.250 48.000 UNIT DES. CLASS Dln1ENS10N DAYLIGHT OPENING UNIT 0I1.tENS WIDTH MIN, EMBEDMENT 1.430 (7 DIAMETERS) (2)PL. 1/4- MAX. SHIM SPACE 2 X 6 SPF 12 WOOD BUCK 24.875 MAX. DAYLIGHT OPENING - -- 26.000 1LLC. GLASS DIMENSION --- SECTION B -B 71.250 MAX. UNIT WIDTH Th 33.750 MAX. PANEL WIDTH PRODUCT RENEWED as complying with the Florida Balding Code A eeptence D$- 0415,15 E FTFI anon Datr 4, II i Divig MIia t tsade Product Colotr. B A 1/ 5/5/00 REVISION MIN. EMBEDMENT 1.430 (7 DIAMETERS) (2)PL. Ike MAX. SHIM SPACE 2- X r SPF 12 WOOD BUCK APPROVED AS COMPLYING NATH THE SOUTH FI.A I ? rA ;Ull DI {G D TE ri JJ RY .Au L , , . - W-e../ PROS ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ' �CE PTANCE . OD - I D 11 . b L{ TITLE /i.✓, +` -- _.. UNIT, ASSEMBLY - IMPACT NO FWO AP 2 PANEL rPPRWC/CAX 1/17/01 sm. 4 or Andersen Corporation Bayport, Minnesota 55003 INCSC DRAWINGS ARC ,'OVIDCD AS A YAWNS m ANDCRSCN CORPORATION ION 1NC &CNCrit or IDS CUSTONCRS. (ANAL RCSPONSIBILIT1 (OR ALCURACT Or DESIGN. 'INK SICCtrIGUDONS, DRAWINGS AND rOR 11C ACTUAL INSTALLATION SUCCC57C0 BT 1NCSC OtOMINC:S 1105 RUN TNC ARCNITCGT, CNCINCCR .w0 /OR CONTRACIOR. COPTRICNT ANOCRSCN CORPORATION me. ALL RIGHTS RCSCRVCO. DRAWING NUUDER DADE- FWO -AP- IMPACT e° //6 /fie M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Andersen Corporation 100 Fourth Ave. North Bayport, MN 55003 -1096 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 "Frenchwood" Sidelite/Transom Window APPROVAL DOCUMENT: Drawing No. W02 - 89, titled ` Frenchwood' Sidelite/Transom Windows ", sheets 1 through 6 of 6, prepared by Al Farooq Corporation, dated 9/30/02, signed and sealed by Humayoun Farooq, 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. NOA No 03- 0701.02 Expiration Date: September 11, 2008 Approval Date: September 11, 2003 Page 1 FRFNCHW00D SIDELITE TRANSOM ELFVATION FWSLT UNITS 4 3/4 MAX. 10 3/8" D.L.O. FRENCHWOOD SIDELITE ELEVATION UNIT WIDTH 15 15/16" MAX. 6" MAX. AT CORNERS 18 13/16" MAX. UNIT WIDTH 15 15/16" PANEL WIDTH FALSE MUNTINS / (SURFACE APPUED) MAY BE USED 2 N N m w m o U t o m w J 60 1/16 MAX. 21" MAX AT HEAD /SILL FRENCHWOOD TRANSOM ELEVATION FWT UNITS 71 1/4" MAX. UNIT WIDTH 68 3/8° MAX. 25 15/16" MAX. 25 15/16" MAX. D.L OPG. 21" MAX AT HEAD /SILL 71 1/4" MAX. UNIT WIDTH 68 3/8" MAX. PANEL WIDTH D.L OPG. PANEL WIDTH FRENCHWOOD TWIN TRANSOM ELEVATION FWT UNITS n erll:ls *Elko 'S ,jaraar 77{ A25 Di NO al I a /T/ll� h 1 T ‘1111 Ow 6" MAX. AT CORNERS D.L OPG. 6" MAX. AT CORNERS FALSE MUNTINS ,,-- (SURFACE APPLIED) MAY BE USED M j 'FRENCHWOOD' SIDELITE /TRANSOM WINDOWS SIDELITES /TRANSOMS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. THESE PRODUCTS CAN BE INSTALLED AS SINGLE UNITS OR • d IN COMBINATION WITH MIAMI —DADE COUNTY APPROVED PRODUCTS r7 o USING APPROVED MULLION IN BETWEEN. DESIGN LOAD RATING FOR SIDELITES /TRANSOMS TO BE AS PER CHARTS SHOWN ON SHEET 2. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. Engr. DR. NUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 538 .i' ) c ) rn c 0 N . 1. 7 0 O M 0 0 Z O D gF O sI' a zz o CC 0 a U > c � a Z Z� W I— N IYOC Ww0 S p 0_:° Q 0 n 0 co a) a .0 0 c O s drawing no. W02 -89 (sheet 1 of 6 g rr n II .„, /, it O 11 '7/ 11 n �ii� I 1 II 4 11 I I ' 4� I I l ol ® ij�% : j 1 FRFNCHW00D SIDELITE TRANSOM ELFVATION FWSLT UNITS 4 3/4 MAX. 10 3/8" D.L.O. FRENCHWOOD SIDELITE ELEVATION UNIT WIDTH 15 15/16" MAX. 6" MAX. AT CORNERS 18 13/16" MAX. UNIT WIDTH 15 15/16" PANEL WIDTH FALSE MUNTINS / (SURFACE APPUED) MAY BE USED 2 N N m w m o U t o m w J 60 1/16 MAX. 21" MAX AT HEAD /SILL FRENCHWOOD TRANSOM ELEVATION FWT UNITS 71 1/4" MAX. UNIT WIDTH 68 3/8° MAX. 25 15/16" MAX. 25 15/16" MAX. D.L OPG. 21" MAX AT HEAD /SILL 71 1/4" MAX. UNIT WIDTH 68 3/8" MAX. PANEL WIDTH D.L OPG. PANEL WIDTH FRENCHWOOD TWIN TRANSOM ELEVATION FWT UNITS n erll:ls *Elko 'S ,jaraar 77{ A25 Di NO al I a /T/ll� h 1 T ‘1111 Ow 6" MAX. AT CORNERS D.L OPG. 6" MAX. AT CORNERS FALSE MUNTINS ,,-- (SURFACE APPLIED) MAY BE USED M j 'FRENCHWOOD' SIDELITE /TRANSOM WINDOWS SIDELITES /TRANSOMS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. THESE PRODUCTS CAN BE INSTALLED AS SINGLE UNITS OR • d IN COMBINATION WITH MIAMI —DADE COUNTY APPROVED PRODUCTS r7 o USING APPROVED MULLION IN BETWEEN. DESIGN LOAD RATING FOR SIDELITES /TRANSOMS TO BE AS PER CHARTS SHOWN ON SHEET 2. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. Engr. DR. NUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 538 .i' ) c ) rn c 0 N . 1. 7 0 O M 0 0 Z O D gF O sI' a zz o CC 0 a U > c � a Z Z� W I— N IYOC Ww0 S p 0_:° Q 0 n 0 co a) a .0 0 c O s drawing no. W02 -89 (sheet 1 of 6 g rr n II .„, /, it O 11 '7/ 11 n �ii� I 1 II 4 11 I I ' 4� I I FRFNCHW00D SIDELITE TRANSOM ELFVATION FWSLT UNITS 4 3/4 MAX. 10 3/8" D.L.O. FRENCHWOOD SIDELITE ELEVATION UNIT WIDTH 15 15/16" MAX. 6" MAX. AT CORNERS 18 13/16" MAX. UNIT WIDTH 15 15/16" PANEL WIDTH FALSE MUNTINS / (SURFACE APPUED) MAY BE USED 2 N N m w m o U t o m w J 60 1/16 MAX. 21" MAX AT HEAD /SILL FRENCHWOOD TRANSOM ELEVATION FWT UNITS 71 1/4" MAX. UNIT WIDTH 68 3/8° MAX. 25 15/16" MAX. 25 15/16" MAX. D.L OPG. 21" MAX AT HEAD /SILL 71 1/4" MAX. UNIT WIDTH 68 3/8" MAX. PANEL WIDTH D.L OPG. PANEL WIDTH FRENCHWOOD TWIN TRANSOM ELEVATION FWT UNITS n erll:ls *Elko 'S ,jaraar 77{ A25 Di NO al I a /T/ll� h 1 T ‘1111 Ow 6" MAX. AT CORNERS D.L OPG. 6" MAX. AT CORNERS FALSE MUNTINS ,,-- (SURFACE APPLIED) MAY BE USED M j 'FRENCHWOOD' SIDELITE /TRANSOM WINDOWS SIDELITES /TRANSOMS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. THESE PRODUCTS CAN BE INSTALLED AS SINGLE UNITS OR • d IN COMBINATION WITH MIAMI —DADE COUNTY APPROVED PRODUCTS r7 o USING APPROVED MULLION IN BETWEEN. DESIGN LOAD RATING FOR SIDELITES /TRANSOMS TO BE AS PER CHARTS SHOWN ON SHEET 2. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. Engr. DR. NUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 538 .i' ) c ) rn c 0 N . 1. 7 0 O M 0 0 Z O D gF O sI' a zz o CC 0 a U > c � a Z Z� W I— N IYOC Ww0 S p 0_:° Q 0 n 0 co a) a .0 0 c O s drawing no. W02 -89 (sheet 1 of 6 FRENCH WOOD TRANSOM UNITS DESIGN LOAD CAPACITY - PSF UNIT DESCRIPTION UNIT WIDTH INCHES UNIT HT. INCHES D.L.O. WD. INCHES D.L.O. HT. INCHES EXT. ( +) INT. ( -) FWT2111 24 -1/2 INCHES 13 -5/16 ' INCHES 62.0 77.0 FWT2711 30 -1/8 12 -13/16 18 -15/16 4 62.0 77.0 FWT2911 32 -1/8 82 -3/8 20 -15/16 -3/8 62.0 77.0 FWT3111 36 -1/8 17 -13/16 24 -15/16 9 -3/8 62.0 77.0 FWT4111 48 12 -13/16 36 -13/16 4 -3/8 62.0 77.0 FWT5011 59 -1/4 17- 13/16 48 -1/16 9 62.0 77.0 FWT5411 63 -1/4 52 -1/16 -3/8 62.0 77.0 FWT6011 71-1/4 60-1/16 62.0 77.0 FWT2116 24-1/2 13-5/16 62.0 77.0 FWT2716 30 -1/8 21 -13/16 18 -15/16 13 62.0 77.0 FWT2916 32 -1 /8 20 -15/16 -3/8 62.0 77.0 FWT31 16 36-1/8 24-15/16 62.0 77.0 FWT4116 48 36 -13/16 62.0 77.0 17 -13/16 9 -3/8 62.0 77.0 FWT5016 59 -1/4 48 -1/16 FWT5416 63 -1/4 52 -1/16 62.0 77.0 FWT6016 71 -1/4 60 -1/16 62.0 77.0 FWT21110 24 -1/2 13 -5/16 62.0 77.0 FWT27110 30-1/8 18-15/16 62.0 77.0 FWT29110 32 -1/8 20 -15/16 62.0 77.0 FWT31110 36 -1/8 24 -15/16 62.0 77.0 FWT41110 48 21 -13/16 36 -13/16 13 -3/8 62.0 77.0 62.0 77.0 FWT50110 59 -1/4 48 -1/16 FWT54110 63 -1/4 52 -1/16 62.0 77.0 FWT60110 71 -1/4 60 -1/16 62.0 77.0 FRENCH WOOD TWIN TRANSOM UNITS DESIGN LOAD CAPACITY - PSF UNIT DESCRIPTION UNIT WIDTH INCHES UNIT HT. INCHES D.L.O. WD. INCHES D.L.O. HT. INCHES EXT. ( +) INT. ( -) FWT -2- 4111 48 INCHES (2)13 -15/16 ' INCHES 62.0 77.0 FWT -2 -5011 59 -1/4 12 -13/16 (2)18 -15/16 4 62.0 77.0 FWT -2 -5411 63 -1/4 82 -3/8 (2)20 -15/16 -3/8 62.0 77.0 FWT -2 -6011 71 -1/4 17 -13/16 (2)24 -15/16 9 -3/8 62.0 77.0 FWT -2 -4116 48 95 -1/2 (2)13 -15/16 79 62.0 77.0 FWT -2 -5016 59 -1/4 17- 13/16 (2)18 -15/16 9 62.0 77.0 FWT -2 -5416 63 -1/4 (2)20 -15/16 -3/8 62.0 77.0 FWT -2 -6016 71 -1/4 (2)24 -15/16 62.0 77.0 FWT -2 -41110 48 (2)13 -15/16 62.0 77.0 FWr -2 -50110 59 -1/4 21 -13/16 (2)18 -15/16 13 62.0 77.0 FWT -2 -54110 63 -1/4 (2)20 -15/16 -3/8 62.0 77.0 FWT -2 -60110 71 -1/4 (2)24 -15/16 62.0 77.0 FRENCH WOOD SIDELITE TRANSOM UNITS DESIGN LOAD CAPACITY - PSF UNIT UNIT WIDTH UNIT HT. D.L.O. WD. D.L.O. HT. ( +) INT. ( -) DESCRIPTION INCHES INCHES INCHES ' INCHES ( +) INT. ( - ) FWSLT1311 14 -13/16 12 -13/16 6 -3/8 4 -3/8 62.0 77.0 FWSLT1711 18 -13/16 82 -3/8 10 -3/8 66 -5/16 62.0 77.0 FWSLT1316 14 -13/16 17 -13/16 6 -3/8 9 -3/8 62.0 77.0 FWSLT1716 18 -13/16 95 -1/2 10 -3/8 79 62.0 77.0 FWSLT13110 14 -13/16 21 -13/16 6 -3/8 13 62.0 77.0 FWSLT17110 18 -13/16 10 -3/8 -3/8 62.0 77.0 FRENCH WOOD SIDELITE UNITS , DESIGN LOAD CAPACITY - PSF UNR DESCRIPTION UNIT WIDTH INCHES UNIT K. INCHES D.L.O. WD. INCHES D.L.0. HT. INCHES ( +) INT. ( -) FWSL1368 14 -13/16 79 -1/2 6 -3/8 62.0 77.0 FWSL1768 18 -13/16 10 -3/8 -7/16 62.0 77.0 FWSL13611 14 -13/16 82 -3/8 6 -3/8 66 -5/16 62.0 77.0 FWSL17611 18 -13/16 10 -3/8 62.0 77.0 FWSL1380 14 -13/16 95 -1/2 6 -3/8 79 62.0 77.0 FWSL1780 18 -13/16 10 -3/8 -7/16 62.0 77.0 SIUCONE .221" ANN. GLASS .090 PVB INTERLAYER BY 'DUPONT' .221 ANN. GLASS SILICONE .532" OVERALL LAMINATED GLASS Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 z zo C r it; c 0 A) 0 rn 0 0 •0 z r C z 0 0 to a) 0 0 2 x • drawing no. W02 -89 sheet 2 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/8" X 1 -5/8" • ROOFING NAILS AT 16" 0.C. • • ° TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 z D 2 i N TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/8" X 1 -5/8" ROOFING NAILS AT 16" 0.9. d O; MI= MN= It �� / / w - Rte : II O x J W O 4 ` 11 !I I� 1! II Ii it 'I I I II li i l: I: I 7j magic 0 t0 a 0 n • • 9 '• r• c_"7 o Q. • • SIDELITE UNIT 511-2GONg eED WOOD BUCKS NOT BY ANDERSEN WINDOWS, MUST' SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER • THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: X10 SMS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD 3/16" TAPCONS THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/2" MIN. EMBED INTO CONCRETE 1 -1/4" MIN. EMBED INTO MASONRY SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH 'SCHNEE MOREHEAD 5504' SEALANT. Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 Appraisal o moan ares m� 1» e i I o 3 NO - i (4iaad Dele Pretreat Gash ert v c r, C O 0) ' v (0 rn o _ z p re 8 >IL a Z to W�"� ro Ce � N W O o G a . 0 r z 11 m e z O U 10 a 0 1 A u ( drawing no. W02 -89 (sheet 3 of 6 ITEM # NUMBER REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 29362 AS REQD. FRAME HEAD /JAMB WOOD ANDERSEN 2 29168 AS REQD. FRAME COVER FIBERGLASS - 3 52371 1 FRAME SILL FIBREX ANDERSEN 4 29305 1 SILL COVER ALUMINUM - 5 29156 1 SILL FILLER ALUMINUM - 6 29137 1 STEP SILL WOOD ANDERSEN 7 - - - - - 8 29159 1/ PANEL SIDEUTE TOP RAIL/TRANSOM SIDE RAUL WOOD ANDERSEN 9 29158 1/ PANEL SIDEUTE BOTTOM RAIL WOOD ANDERSEN 10 29350 2/ PANEL SIDELITE SIDE RAIL/ TRANSOM TOP & BOT. RAIL WOOD ANDERSEN 11 57116 2/ PANEL TRANSOM SIDE RAIL WOOD ANDERSEN 12 29361 4 PANEL STOP WOOD ANDERSEN 13 29265 4 GLASS STOP WOOD ANDERSEN 14 29142 1 STOP, INSIDE HEAD WOOD ANDERSEN 15 - - - - - 16 29160 AS REQD. MULUON WOOD ANDERSEN 17 29157 AS REQD. MULLION COVER ALUMINUM - 18 - - - - - 19 30172 - FOAM TAPE - - 20 50347 AS REQD. NAIUNG FLANGE VINYL ANDERSEN 21 #10 X 4 -3/8" 2/ CORNER PANEL CORNER ASSEMBLY SCREWS STEEL - 22 #10 X 2 -1/2" AS REQD. FRAME CORNER ASSEMBLY SCREWS STEEL - 23 20093 AS REQD. NAILS AT 2" FROM ENDS & 9" O.C. - 18 GA X 1 -1/2" LONG 24 #10 X 2 -1/2" AS REQD. PANEL SCREWS - AT 5" FROM ENDS & 21 0.C. 25 52472 AS REQD. PANEL FILLER RIGID PVC - . 26 52539 AS REQD. RAIL FILLER RIGID PVC - 27 57127 AS REQD. CORNER LOCK SIDELITE SILL RIGID PVC - 28 - - STAPLE STEEL 7/16" X 1/2" X 16 GA. 29 52112 AS REQD. CORNER LOCK ALUMINUM - 30 #7 X 5/8" 2/ CORNER CORNER ASSEMBLY SCREWS - - FRAME HEAD /JAMB FRAME COVER 1.943 - .822 .062 .934 2.907 SILL FILLER .560 SILL COVER 1.451 .12 .655 ci n U 1.062 3.125 SILL 1.782 . .197 .765 .268 I 1.014 .360 .413 .750 2.750 r _ 1.875 SIDELITE SIDE RAIL t 1.719 TOP RAIL 8.594 .750 �- .413 7.719 ro- 1.719 BOTTOM RAIL 1.875 2.188 PANEL STOP .875 .625 .340 .730 GLASS STOP .677 .725 .679 .631 - .632 STOP INSIDE HEAD .792 .266 RAIL FILLER 932 x,156 176 -" 1.213 FILLER Engr. DR. HUMAYOUN FAROOQ STRUCTURES FL4. PE 1 16557 JAN 1 7 Approved 25 otteldlla Plawids bare 0421/1 Miami i3tvi>� ._ • C N O . .> 1 O O 0 • 0 o CO 3 2 0 U z O rn ' =o n. O a ¢ rn Z tO W F 2 to N Wow W W O o o Q p m r Z • 0 0. U cu N v T v 0 v 0 • 0 ( ) drawing no. W02 -89 sheet 5 of 6 APPLY SILICONE SEALANT TO ENTIRE SURFACE OF EXTERIOR FRAME MEMBER END BEFORE ASSEMBLING FRAME. (TOP AND BOTTOM) PANEL TOP CORNER APPLY 0.125 DIA. ±.031 BEAD SILICONE SEALANT TO STILE —RAIL INTERFACE. BEAD MUST BE CONTINUOUS AND COVER COMPLETE LENGTH OF THE SURFACE WHERE STILE AND RAILS MEET. • Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA PE # 16557 JAN 1 7 ?003 PANEL BOTTOM CORNER E-+ U N C O N • 5 N 0 0 0 0 • H 0 0 2 x c 0 z a) d O C C u drawing no. W02 -89 (sheet 6 of 6 7 ' t/ PAID BY - 7 -- '9 YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER c.k.14, _.'_ „... ,, 1940 A 0 -00 / /740 - /7 -- I 1" /.7 Ae 3 0 6f 1941 1942 - _LI/ •' A.,0 7 (2 ...0 / - --■ II , 717_. , . - ' .. _PA, 1943 1944 A 9 '00 /. 1 . d' / .e - 6 - <7 /- .t.- icr / - q - Ai4 414/ Gy7c ... / . . f ■P/ i I A, , L....-. - Y / ...-‘1 1945 /d . 0 0 4— -: - 1 k 1946 1947 1948 1949 it 4571/3,/, I 2 '......? .. t/ : . , ..**t i -" i k< kl e , " z•--, '' 6t er:e-ee,Ki VI II zw--- /,z 0 ,, ..z-.0-,-/ 1f:: 44 A , A i-11 6 -/ ' ■el fir •1 _ii 1950 „... 7., 5 .___L .„ • .'g-- c. S i.ff '41kCATION .00 _ • /th 0t1..cet GARBAGE TAX RECORD 500 N. E. 97th St. by year annum, tax_ _ period used amount paid date paiatreceipt A. D. ^Uillela /95/_ la.� / •�/ S( / -0R-57 C.l �g I a �p 0 �� � Dom- � Di ° � - Qom -� -s ,-- moo , "y/ PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date I / l Job Address 500 97 S +. Tax Folio // t Y-0/ 4 Legal Description ? , I5-- 11 4 / LtA 9"°' IC / Z\k 919 QrWtp�n4 7 L*A "' S pS Owner Lessee / Tenant Master Permit #` 3 g 6Ze9 Owner's Address �OO I■l c1 * . �o w SLo ceS Phone '?5�— (� ?�(Z Contracting Co. -411M121 Address Qualifier SS# - - State # Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION t►JS /k(I 1ppr'ier �.JPtI W Square Ft. 'r (Z WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I a the =•ove -named contractor to do the work stated. J 14. • °t.. JOSEPHINE CHURCH Signature of owner and Date:= /; 5q ** * APPROVED: Zoning ndo President v i.�t. j• •oai No : ry as to Owner an /.ti f �C My Commission Expir 1 , 4 1/ No. CC197545 •• Prpt1d 30, 1996 Estimated Cost(value) Phone Signature of Contractor or Owner- Builder Date: Notary as to Contractor or Owner- Builder My Commission Expires: * * * * * * * * * * * * * * ** FEES: PERMIT Y/• RADON C.C.F. ( 5 0 NOTARY 5'% TOTAL DUE 0:00 Fire Other Building - 13 Electrical Mechanical Plumbing Engineering • CERTIFICATE OF OCCUPANCY Eiffr MIAMI SHORES VILLAGE, FLORIDA N° 1256 Remarks' - / Y 3 S BUILDING DIVISION Approved use by occupancy Miami Shores Village, Florida, Owner, Agent or Tenant of Building ) Lot 9 e' 10 Block 09 Subdivisio i iiE til'i-. Shore e 1/, 4 Street Address 500 ..:.L. 99th S. This Certificate of Occupancy is issued to the above named for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. C11,3:' 2691 TAX' 1346 BUILDING DIVISION OWNER'S NAME M. 0•41) M.V.,'4. .1). : •f 0 8a ‘.`v:w . TYPE P ESENT a�sc► P LOT s O. 1 li, ADDRESS LOCK i. ' 1 LICENSE NO. SUBDIVISION 4\ \ � ®its:' PHONE NO. kt� ,..4.. . " LOCATION ( T. OR AVE.) ?) • �.:' - V .. ar GENERAL CONTRACTOR ADDRESS SUBMITTED TO PLANNING BOARD PHONE NO. LICENSE NO. BUILDING PERMIT NO. DATE I" � °r PERMIT FEE $ w9 BUILDER'S BOND NO. DATE ZONE REQUIREMENTS CU. FT. PLAN CUBE ( e 1 , CU. FT. EST. COST $ 1 to oe oxiA DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: • N • - -E� .:,�IC� BUILDING PERMIT AND INSPECTION RECORD — MIAMI SHORES VILLAGE D AT L v - NEW CONSTRUCTION TYPE STORIES ROOF CONSTRUCTION INTERIOR CONSTRUCTION REPAIRS DESCRIPTION pp ,� !�{..:' Q �-f- ,,, 1:._m.,,.,„ $'.w C- ^�� 0�A ICY' DESCRIPTION ALTERATION W � ADDITION 1 r? .A � .:» ' ' ®., i . L?b ?t A„,_ isrO M I I SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. 1 t ns ISSUED ��2 b " I BY .1 J TO D. F . F `t E. - oxiA DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: • N • - -E� .:,�IC� BUILDING PERMIT AND INSPECTION RECORD — MIAMI SHORES VILLAGE D AT L v - INSPECTIONS DATE BY INSPECTIONS DATE BY FOUNDATION 1 0 ^ 17 -1' (4- ROOF di m, � I - - " �' °' . Q °3- (,/ BEAMS & LINTELS 04 C-� C 1 .. Z44 POOL SOLAR HEATER $ �� FRAM! "�4 pp Z r� � FINAL. tl - c.�„,„ ^ _ AIR COND. FIXTURES $ CLEAN UP S SLAB - _ S FIXTURES & FINAL SLAB SOLAR HEATER SPECIALS PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE BY ROUGHING $ SEPTIC TANK FEE TEMPORARY SERVICE $ SEWER TUB & TOP OUT i - 4 r. /P $ SOLAR HEATER $ MOTORS $ GAS $ FIXTURES $ S SEPTIC TANK INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING PERMIT NO. DATE FEE TEMPORARY SERVICE �p/ ROUGHING (9L; 14.4.8 L$ $ TUB & TOP OUT i - 4 r. /P RANGE CONN. $ MOTORS RANGE CONN. SEWER $ FIXTURES S SEPTIC TANK S FIXTURES & FINAL SOLAR HEATER FIXTURES GAS CONTRACTOR L,: j C...V....., G.) 1 C 1 # &-L E. S�� DATE PERMIT NO. ,eel 1 DATE Y -3— ( ( _PHONE FEE $ NEW BLDG. 1 ALTERATION 1 ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE �p/ ROUGHING (9L; 14.4.8 L$ $ H. W. HEATER CONN. i - 4 r. /P RANGE CONN. $ MOTORS RANGE CONN. $ FIXTURES S S INSPECTIONS DATE BY RE - INSPECT BY RE- INSPECT BY TEMP. SERVICE li_�6 i /f].-^-, I e k. el I r �p/ ROUGHING (9L; 14.4.8 �/pJ % Ana C ,V.--- 6 i - 4 r. /P H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL n .a+6 n _ ?/. ,6� CONTRACTOR PERMIT NO. NEW BLDG. BUILDING INSPECTIONS ,j"' PLUMBING PERMITS & INSPECTIONS DATE ALTERATION I ADDITION ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE PHONE FEE $ REPAI RS BY MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work, Owner's Name and Address . y ...:... 1 .... -._. mil' C K _. No . r...i.Q 4:. Street f.3 St _ Registered Architect and /or Engineer... ....... .c.:A , �..at.. L Name and address of licensed contractor.. O“ 1 t( I i- c... a t* Location and legal description of lot to bee built on: Lot q 4 `= 1 0 Block 9 Subdivision �` < ` S F; f' E = �.. f ._1.:.._ Street and Number where work is to be done 'r O� •• • C S - State work to be done and purpose of building (by floors) � -=\`2:C t 4 1.. Z- . tit •_........)r / _ l � c, - ,(....:L.. `d 1"--� Y��..p' i.: � r i "Q Y `S t 1* ? �1►, _'6. l ? t_. -1 1 `.�___. 4�. i �/' and for no other purpose. New Building Remodeling X Addition.. /` Repairs No. of Stories ) To be constructed of � . <..3- Kind of foundation s C ' ", r Covering IA t -' 1- ''t M'y'th .�- t- d` `' t Estimated Total cost of improvements $. ODD '' ' Amount of Permit S. i-�' „ Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to... _ The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be poste r inspection on th site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only su subcontractors, on or!c to b perform under this pennit, as are licensed by Miami Shores Village. ` Remarks (Signed). STATE OF FLORIDA, COUNTY OF DADE. ss Date... Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take Acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated 7 true. Permit No. �` " Date f� Read, Sworn to and Subscribed be;'ora me. Disapproved Date..° /' Notary Public, State of Florida (Signed) ' / . , .4,- 'Bedding Inspector My Comtr•!,s; i.on Expires _. PANNINC BOARD DATE Chairman l Membe'r Member Member Member ...... _....--- - - -. -- _- _--- .__ -._ Mcmbes• Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or chaagce to t'r.!s application niter approval has been obtained from the Planning Board. A re fee of $1.00 will be charged when such re- inspection is tnat a acaers .xy by improper notice for inspection at faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. 77/ ,p /� Date..._..._. -� .. -.. —._ .._._ ....... ,19.2 Owner's Name and Address . / `fo i6&S rf t r ,C£/.g 4.e.Z. / _ No 7 e 1 1 ...... Street—f� . Registered Architect and /or ,gi a '�• A- `E. �.�, •F' - e - �n nt. r.. • ... • O&M / � ...........1._. 9tl•• .N.•ettSSL ^.'Sft ^'•ttSnttt�tt ^S Name and address of licensed contractor `" . Location and legal description of lot to be uilt on: Lot % lc Block 6 r Subdivision C C, ,.. `` _ i S� ' S �� " 4f Street and Number where work is to be done •70.0 ZV 6 ! S. l2teC+.4 State work to be done / and purpose of building (by floors)..... Attu.) 1 ?1 tC 4 r4 �r!do ,��...� to Q ( ' , SL�rlf< :�Q._.. .i?frl....... L _, dr. ,. f�l c c. k ,. ; , 1, and for no other purpose. New Building Remodeling .S............ Addition Repairs No. of Stories To be constructed of Kind of foundation „F.... Roof Covering Estimated Total cost of improvements $ Amount o Permit S Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcon actor on work p _ be _ rformed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully dead the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No... 1( t /1 / Date (- 7- / Read, Sworn to and Subscribed before me. Disapproved Date: Notary Public, State of Florida ( Signed) ` )' .) � -= ... Building Inspccto/ t N My Commission Expires PyANNING BOARD _.._ DATE Chairman Member Mcrr,ber Member Member ...... _ ....._- -.-- ._._._.__.._._....._ Member - ._..... Council Approved _ Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re inspection fee of t1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build - ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date.. ` ' ,19.5 Owner's Name and Address ./.... ;lfr.¢ -F A CZ.,_ ...__ No...,45. ...... Street -44 .. .L - /. Registered Architect and /or Engineer...... /44t 'ef o.e. ..zdse Name and address of licensed contractor ' ".F2 k ' ' 14 ' Location and legal description of lot to be built on: f Lot..: . t i `.r/ Block...' Subdivision �i°�`t'.4'/.- ✓ _..:� .._ Street and Number where work is to be done •5 C G . Ale 4 / ? /'_ State work to be done and purpose of building (by floors) .6�i, j" ti'l " Remarks..._ (Signed) and for no other purpose. New Building Remodeling Addition .. Repairs To be constructed of .Cgilet ( ?'r !(Kind of foundation Estimated Total cost of improvements $.. aQa ft: Amount of Permit & Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for aic building All notices with rcfn..nce to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the 'Florida Workmen's Compensation Act, 1 )eing S'ction 5966, Compiled Gener".l Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such uhlic notice or notices as are required by the Act. The undersigned agrees to employ only such subco cto on work to rf rme pennit, as are licensed by Miami Shores Village. u �� Roof Co No. of Stories / _ STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. p Permit No.. .- -f- _.f... Q- Date._, "® Read, Sworn to and Subscribed before me. Disapproved - - ..,, Da�e_ F 7 - / d � Noiary Public, State of Florida (Signed) ....Lei' ' c. •+ c . - Building Inspector I ' My Commission Expires to me well known, PLANNING/ BOARD DATE Chairman �� Member Member Member Member M_raber Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or ^hangea to th's application after approval has been obtained from the Planning hoard. A re fee of 51.00 will be charged when such re- inspection is made ,t:cssaarl' by improper notice for inspection or faulty materials and /or workmanship. fi c PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date / 4 - \" _' 7 Job Address / 1' 0 / ' t ° - 4 /7 Tax Folio Legal Description r Owner/Lessee / Tenant it ) `-` v.' „/1 .# 4114 , 7 ' y t . �> / '��1 /' c _ —i C '(-1 w ( ' C f Owner's Address " ` n ` : / / Phone 3 , / -• Contracting Co. 71.01 Address /' 9/ VI /95 Qualifier SS# Phone State # r Municipal # Competency # Ins. Co. .ili` , 1� Architect/Engineer Address Bonding Company Address Mortgagor a li gr Address Permit Type (circle onet BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION X .r <- ti )< �; v'"'''\ Ci L / r -- r .,.L,. 0 Square Ft. Estimated Cost (value) ! 000 " WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Siature of owner and/or Condo President Date E / Notary as to Owner and/or Condo President Date My Commission Expires: APPROVED: Zoning Building Mechanical Plumbing tary astoContr Historically Designated: Yes / No Master Permit # MOO • e of Contractor or Owner -Buil ∎ er /mss 2 64,50 ctor or ate Y SEAL. My Commission E pines: G1 AD1lS J VILLAR mm NC'fARY 1'UiUC. STATE GI' i; ORIDA CoM LSSION No. CL.! 14103 24Y COMMISSION EXP. MAR. 1 CO2 RADON C.C.F. / NOTARY BOND Electrical 1 1/-42-/ 6 -4Z-6/ Date TOTAL DUE �!•' 9� Structural Engineer 1 4R 956G In consideration of the issuance by MIAMI SHORES VILLAGE to the undersigned of a permit to construct improvements upon the property hereinafter referred to, the undersigned hereby agree that no part of the premises will be used for rental purposes, or for any purpose which is in violation of any of the ordinances of Miami Shores Village. It is further agreed that if the premises are used for a purpose contrary to the terms of said ordinances that an injunction may be applied for and granted forthwith and without notice to us, or those claiming under US. , J o MIAMI SHORES VILLAGE Florida The said property is described as follows: Re 5 Single family residence, 500 Northeast 97th Street, Miami Shores, Florida. LEGAL: Lott 9 & 10 Block 99 Miami Shores Sect. 4 STATE OF FLORIDA ) ) SS: COUNTY OF DADE ) Owners: Thomas R. Danluck Before me, the subscriber, a Notary Public in and for said State and County personally appeared the persons who signed the above agreement, who are well known to me and known to me to be the persons described in said agreement and each of said subscribers acknowledged to and before me that executed the same freely and voluntarily for the purposes therein expressed. WITNESS MY hand and seal this 9 - 14 day of 2iVe, r 7 L/ • s1 tata.ry Public, Sta of Florida at Large My Commission expires: : oTov F'3LIC, STATE of FLORIDA et L1 > � NL ,.ISSIOi•. EXPIRES SEPT. 27, 1 13014D ED '11Y AMiERICAiI INSURi i!CE CJ. Inspection • REQUEST F.L I SPECTION Company PHONE Job Address Time Ready A.M. P.M. 1 Date Ready 3 j :+ APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and speed' ing or other structure herein described. This application is made in compliance and conformity Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of regulations of the Building Division of Miami Shores Village shall be complied with, whet h plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect and/or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of ilding (by floors) *r._ ts.z., Li New Building Remodeling To be constructed of d Estimated Total cost of improvements $ Amount of Permit Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to_ The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for i pection on th site of the w rk such public notice or notices as are required by the Act. The undersigned agrees to employ only such su ork to b,4erformed under this permit, as are licensed by Miami Shores Village. Remarks (Signed)_ STATE OF FLORIDA, COUNTY OF DADE. Ss ' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath de of the above described construction, that he h care therein by him s ted ar tru? Addition Repairs No. of Stories Kind of foundation Roof en= Covering MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT 4 Date_ No $ Mia rein Read, Sworn to and Subscribed before me. ons herewith submitted for the build- the Building Ordinance of Miami i Shores Village and all rules and ecified or not. A copy of approved 19 Street u ■9 tkl ocat. liCH Wlitt,Vam, to me well known, ses anc says that he is the lyreadfthe for ion, and that he did sign the same, and that all facts Notary Public, State of Florida My Commission Expires PLANNING BOARD J. DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of $1.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. CERTIFICATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the above application has bee inspected for purposes of re- occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that such property may be re- occupied by the above applicant for single - family residential purposes. PAGE 2 OF 2 MIAMI SHORES VILLAGE, FLORIDA 6 06- 4 / Date of Certification: 4/14/99 THIS CERTIFICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY MIAMI SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE- FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE - FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND INTERESTED PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DETERMINE THE CONDITION, THEREOF. I hereby certify that I understand that the zoning of the property is for single- family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village, certifies only that the referenced property is being used for single- family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on such property. Print Name I, Tip P1 2 5 /Vir) D YN Q` to re- occupy the single family residence known as : (address) S 0 D N► E• q 7 -4 AI. , Miami Shores, Florida. Legal Description: 1 // - 3Z 06 O /7- / s - yo A in D PL eaz Lot: q ! 0 Block c l PB & PG: Inspected by: F . LUBIEN Comments:7 APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY rvv-0 Applicant A . t i Ks /etn 0 zya -evx *********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact: 0.1, , i7 wte7 r75L 0 ??7 �( ''' /51-/- 5 “ - 0 3 `y,y Contact Name: J ) e 5 /` v∎ o L /i x Telephone: Buyer / Seller Realtor Company Name Application Fee (S50) paid: Cash . Check No. ■ 9 3 D Approved X Denied :ae no ,e1 Skir a-q7--4e-k , . PAGE 1 OF 2 , hereby apply for a certificate Date Y - I Date 4/14/99 Permit Type Owner Subdivision /Project Construction Type 500 97 Street NE Miami Shores Village FL Location Residential Construction CHRISTOPHER COX <NONE> ( e)etifr,a& 04#6; Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305 - 795 -2204 Fax: 305- 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Bldg. Permit No. Contractor Date Issued Occupancy Not Transferable POST IN A CONSPICUOUS PLACE BP2005 -401 HMP BUILDERS INC. Single Family I" Building 0 ials Approval Claus* Gra :e, CBO