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WS-06-2199Issue Date: 9/12/2006 Owner's Name: ROBERT HANNAU Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 813 97 Street NE Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: REPLACE 2 DOORS FRONT AND SIDE Additional Information Miami Shores Village, FL Expires: 03/11/2007 Type of Work: DOOR No of Openings: 2 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $2.40 $0.80 $5.00 $120.00 $9.00 $3.00 $140.20 Building Department File Copy 444x4 (t Qa214- 'ec,e -v-' Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Parcel #: Block: Section: Re.uired Ins,ections Window Door Attachment Shutter Attachment Final Shutters Final Permit Status: APPROVED Permit Number: WS -8 -06 -2199 Phone: (305)759 -4744 1132060142590 Lot: PB: Total Square Feet: Total Valuation: 0 $ 3,500.00 Invoice Number WS - 8 - 06 - 25984 Total: Amt Due $140.20 SEP 13 PM CL(V- Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. REPLACE 2 DOORS FRONT AND SIDE JAN 0 9 2007 Passed Inspector Comments Product approvals for each door require in screw in each hinge to be 2 -1/2" long, including the striker plates. 1/8/07 CG. Failed `/ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 1 [Inspection N 6 -2189 Inspection Date: 01/08/2007 Inspector: Grande, Claudio Owner: HANNAU, ROBERT Job Address: 813 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments Monday, January 8, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Doors Work Classification: Window /Door Replacement Block: Phone Number (305)759 -4744 Parcel Number 1132060142590 Lot: Page 1 of 1 Date Wednesday, September 13, 2006 09/13/2006 Credit Card Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -8 -06 -2199 Invoice Number: WS -8 -06 -25984 Applicant: ROBERT HANNAU Company Name: Owner Address: 813 NE 97 ST MIAMI SHORES, FL 33138• Job Address: 813 97 Street NE Miami Shores Village, FL Payment Type Check Number Amount $14020 Change $0.00 Total Payment: $140.20 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 ordiA , o okor BUILDING p MOMEIUMT 1�C0 () ` �S Permit No. PERMIT APPLICATIO# AUG 2 3 2006 Master Permit No. FBC 2004 B Y: 41 M - Permit Type (circle)• /Building (� , E lectrical Plumbing Mechanical R000fmg Owner's Name (Fee Simple Titleholder) o`o 1 "�� - 0 gn i\ GUA Phone # ' 0 5' 6o 9 . c I / q Owner's Address t 3 k E, ®a 5 z City tAl cvyri4 5 or'c State Flar'1 a CA Zip ' -- ; Tenant/Lessee Name Phone # State Certificate or Registration No. Certificate of Competency No. Job Address ( w h e r e the work is being done) 3 E C V - 4k r - i City Miami Shores Village County Miami -Dade Zip 3 3) 3 �7 FOLIO / PARCEL # Is Building Historically Designated YES NO_21_ Contractor's Company Name v 'L✓ en kr Phone # Contractor's Address City State Zip Qualifier Name Architect/Engineer's Name (if applicable) Phone # Phone # N. Value of Work For this Permit $ 3 5-6 a \; Square / Linear Footage Of Work: L d o ®rn Type of Work: []Addition Alteration [New ((WRepair/Replace ❑ Demolition 54e, 00(1r bC Describe Work: " y V • c:, 4 �� �od t j OCA C.1 /` *** ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees*****4******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Z 65 > ' CCF $ 40 CO /CC Notary $ Training/Education Fee $ _D -X0 Technology Fee $ Scanning $ q-Q) Radon $ DPBR $ Zoning Bond $ Structural Review. $ Total Fee Now Due $ 140 2O See Reverse side --� sEP 1S PND CC-Ai 3 Code Enforcement $ Double Fee $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING ' TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature 4 Ulf " ` et Signature Sign: Print My Commission Expires: (Revised 02/08/06) Owner or Agent *** * *** * * * ** * * *,* * * ** * *** * * ** ** * ** APPLICATION APPROVED BY: The foregoing instrument was ac owledged before me this (L� day ofN� iI T ITC !iHlflgO , Contractor The foregoing instrument was acknowledged before me this day of , 20 _ , by who is personally known to me or who has produced MOS /C.- who is personally known to me or who has produced ll 1 f M 62-cra As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: 0 0- sP le to o Sign: Print My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: 114)-(4-4)-- Nr n OAA ADDRESS: 61 � VA 11; ch.,,n'1 lore. -S ' FL 3 I Do hereby petition. the V.illage of Miami. Shores.to act.as my own contractor pursuant to the laws of the State of Florida, F.S 4$9.1403(7). And I•have read and understood the following disclosure statement, which entitles rtie to work as my own contractor; I further understand that I as the owner must appear in person to complete: all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a com.niercial' building at a cost of $25,000.00 or less. The building must be for your own use and. oecupartcy. It my not be built for sale or lease:.If you sell or lease a building you have built yourself within one year after the.construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any .person working on your building who is not licensed must work under:your supervision and must be employed by you, Which tn.eans.thatyou must deduct F.I.C.A and with- holdings tax and • provide workers' compensation for that employee,. all;as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and - initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial al 1116k 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial �ll U l61. 1 .I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. •. ••• •.• • • • •• • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• • •• • • • • 0 00 • • Initial 4 6 .'0'' • 4. I' understand that ti b ;iidi t r ial and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. • •••• • • • •••• • • • • • • • • • • • • Initial / �/ •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • • • 5. I understand that as an owner - builder, that any contractor disputes with sub - contractors. and myself must be *handled in a civil court with the advice of an attorney. The department will not mitigate`any contract disputes.. 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not ,posses a business license I will be responsible and liable for any wrong doing from this unlicensed company-or person. 7. T understand that if any person gets injured on my construction project —they are entitled to Wdrknien's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury.' 8; I. understand that under state and focal laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this 2 day of AO , 20 06 By �T Mire I C.vv u • Produced there License or , isvti �'l.c Hsi 632gso as identification. OWNER •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • •• • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • •• • • ••• • • • • ••• Initial Initial Initial / Initial v who was personally known to me or who has Interest in property: ( 01s V'f-f NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. ` C. ~ 2A e ft t T A X FOLIO NO. l ' ° 6 — OO — Z-51Q 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. J. Legal description of property ang street/address: 6 1 `1 / -k,"\ 6"i( N\ 5 -., Set , 3 o 2. Des ription of improvement: 3. Owner(s) name a d address: CA S` • BC1 - V3Ar� M^, C � � ^�r��.- l Name and address of fee simple titleholder 4. Contractor's name and address: 0 L.� i ( n � �f1"J [- (1‘ , ( CL) ' JTft-�C ` i town: 5. Surety: (Payment bond required by owner from contr rrAtaf1y)r that this 1s a tri Name and address: •ngmnal filed is office on Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or 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 different d ® at te e p is specified Signature of Owner �. L. H `� Print Owner's Nine ��' Sworn to and subscribed before me this Z day of Notary Public - - 123.01 -52 PAGE 4 8/02 My commission expires: 1- 1 2.-- 2.01,0 lAiN X rS, toil.} cOT car �6 �v Print Notary's Name h34 ! • d ��-S Notary Pubic - Stye of Florida Jl 12, 2020 Coniston Im DO 542147 Bonded By National Nosy Assn. • date is 1 year from the date of recording unless a Prepared by , 20 6. DORIS M. BEM 1111 1111111111111111111111111111111111111111 CFN 200680915020 OR Bk 24846 Ps 40991 C1) RECORDED 08/23/2006 09o53 :54 HARVEY RUVI4fr CLERK OF COURT MIAl1I —DADE COUNTYr FLORIDA LAST PAGE cuments may be served as 441- kiier„, Address: v � /VE %7 10 •• Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: g/3 Ne 97s 7 Permit No. 66- ...-,/q9, Mullion Required Impact Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required 11) or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No D Ike 1, g.1 ( +) PSF ( -) PSF ( +) PSF ( -) PSF 1, 1 6 Sk 000 r ` . " _ . /LA ,,. : 1•1.0 yes.. 2 ').' k 0 ®c 0 I 121 12- V -- > , 7%,' • • • • . 4 •• 1 • • •• • • • • 4141. • • 4 .. • • • • • • • •. • • • • 0041.__ � •. a • • 4 • • • • • 4 •• • 0080 / • •• • • 41000 i I • • i • • • • • • • • •• • • • I .. • 0 • • 0 • • 00 00 • • 00 00 • • • • • •• • FROM :DOORS LOCKS AND MORE INC Div:• 806 �,q.+/449u 5 p MI A M I.CIADE WILDING CODE COMPLiANCJ1 OFFICE (BCC'O) PRODUCT CONTROL. DIVISION NOTICE OF .ACCEPTANC,ESN()A) Jeld -Wen, Inc. 31725 Highway 97 North Chiloquin. OR 97624 SCOPE: This NOA is being issued under the applicable rules and regulations governing the we of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Bowd of Rules and Appeals (13()1tA) to be used in Mitsrni Dade County and other areas where allowed by the Authority Having .lurisdiction (A:H1). This NOA $hull 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 tasting and the AIfJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. }3ORA reserves the right to revolco 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 coda. This product is approved as described herein, and has been designed to comply with the High Velocity Ilurricanc Zone of the Florida Building Code. DESCRIPTION: Series "Jeid- Wen0 Steel" S/E Outswing Opaque Insulated Steel Door w & w/o Sidelites APPROVAL. DOCUMENT: Drawing No. DC2005, titled "0/5 Opaque Steel Door Double & Single Units w & w/o Sidelites", sheets 1 through 8 of 8, prepared by R.W. Building Consultants Inc, dated 9/25 /00 with revision #1 dated 12/11/02, bearing the Miami -Dade County Product Control Approval stamp with the Notice of ,Acceptance number and approval date by the Mianti -Dade County Product Control Division. MISSII., ,'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. RENEWAI, of this NOA shall be considered :after a renewal application inst been filed and there has been no change in the applicable building code negatively affecting the performance of this produce 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 ntanulbcturc 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 NO,A. Failure to comply with any section of this NOA shall be c:ausc for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -i)ade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of (he NOA is displayed, then it shall he done in its entirety. INSPECTION: A copy of this cnlire Nd()A is eal4 T). 1> o,ic io —ie user by the Intimlect.urer or its distributors and shall be available for inspection at theft itsitc*,?t the rcetuest etthe Building Official. This NOA revis+ and renews NOA # 00- I003.03 and consists of this page 1 as well as approval document mentioned above. • . • ••• • • '1'hc submitted documentation was f e ' vie w e41 hy tl FAX ND. :305 436 8991 Aug. 22 2006 01:29PM P1 • • • • • • • • • • • • • • • '• • • • • • • • • • • '• • • • • • •• • ••• • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • 418 • • ••• • • • ••• • • 'Al • • • • • • • • • • •• •• 000 • • MIAMI -DADE COUNTY, FLORIDA. METRO-DADE FLAGLER BUILDING 140 WEST HAGLER STREET, SUITE 1603 MIAMI, FI.ORiDA 33130 -1561 (305) 375 -2901 FAX (305) 375 -2908 1 NOA No 02- 1211.12 Expiration !late: April 1.4, 2008 Approval Dale:: January 16, 2003 Page 1 JELD -WEN® Steel SVC CID EDGE OP4QUE INSULATED STEEL 000R OUTTW&GS -S UNITS WAND VIACILITSWBITES l • • GENERAL NOTES i. us , CULT 13 DESIGNS TO COMPLY &i1 m UMW OL5LNNC COW 2. WOO .51.1F XS 9^' MRS. MUST ISE A,+,r1412ED WNW( Ti TRANSFER ThE LOTS io T.hE STRIX'LIRE S PRODUCT A+t1; SiVILL SE AS LISTED MD SPACED AS SHOWN ON DETAILSS OUEN7 TO SASE MATERIAL SHILL OE ffTOND W4LL . I'a a'' • � ::7H?tt3 3Y5T': AT a. aAS N1t1"D:'r j�5 fxr€RIUL FfiYJ1E�tFAY AS • `r.ES `�Ti'LY.1526LT &f THE ORDR fN 9 .51KG WOE • • St ISIES1 Fr7 PRESILT610 RAMC Si* $E .4S &iLLMS: • _SEE USED?[ RE SURE R�JYt4�? AYE. • • S s aE5 AAE Ak :sAliON Aro .'Alt EIE Si SINFE OR MORE •• ••C IGLTIMIt •• •• •• • 4}+'S STS A IIVIS 119E WATER GUIR ME TS FOR v 1*Gf VELOCITY MAN z ts• SEE ltOTE LAS &NED PlEsstlaE MART. •• •• •• • •• •••• ••••y r P.•5 ECM—Kt, INSUIMtlC• STEEL 00 R • •• (Common to +.:2 t:eme con tticns • •• • net tcli.�r.: • . Fnce s 1n ; t& ...-0. {G_GfO• ; inim,.m thick: Naas. • I Galvanize., styel A-52.5 dDmw,erc�•I &u Lie. - P:CCC • • • ; •per .4S711•0p� with yield sbargth •F;y,min. 24,5OC p&. _ Cr te desk!, 'Rounded ptlystyrene with i .? tc 1.25 Ibs. density. Coe stru tion Steep tore sheets I .+.panded /s yrera EF's), _ with w d ro ued to e prgd Iami: ; ctsd :! eneerd IL r.ber sales and o road Icck bIo -I reinforcement. . i •I Frcn•p Cons:ructiar; he heoa lams and side lamps cre rncl butted ar4 joined using three 7/9` e 2 L I mre 916• i TABLE OF CONTENTS SHED • DESCRIPTION CCMMOk ;GENERA. NOTES. TYPICAL EL EvATION) 6 ANCHORING LOCATIONS & DETAIS G} ::IVG 3E' AILS .C•NCP7NENTS • F-- 74.5" teAr. 'E' LL WIDTH ---1 : fI 1 IS � .TJQL:PLE SOQR ELEVATION 37.5_ VAX. OVERALL M.`u7i /O S :IN :IN PRESSURE RA /7 f //. !E `IE NA:ER Is:. ^,LTRe.::C r�.SREMENT `S NEEDED a0SITEJE I + 53.0 o sr [ r1; :E - 5 FSF I -58.5' MAX. OVERALL WO/H-1 i� P :dJ SINGLE DOOR W /SIDELITES ELEVATION 105.25' W K. OVERALL it1t71-1 SINGLE OMR ELEVATION 1701,131 F C C''A !t', 5 E:.EVA•:ICiI CG� ut,A 5 PSIta 10OR 51 F : ?R CLARITY Y ' a'E ' REC' :,IFRIOR) t, ^rt,4 t4L]]1S fol t. oa 2 z- 0 111 4,2 2 wT'��c o � 8 -.4,8 Y. 0 X 111' eu-o,j ate r +sv_r � <rrs. I1 °13.-..9.9397 I OAF: ; /25, /OC SCALE: P1,15. CG. TJH sx. sr. Rw chorea= Be_ DC20.35 '.as0T 1 CF RJ vE2TICA_ CROSS 'SECTIONS & 91LL OF tiA.TEFA_S i HC•ZON AL CROSS SECTIONS _ :-lc :0N 7FL CROSS SECTIONS 5 ANCHORING LOCATIONS & C TF&S JELD -WEN® Steel SVC CID EDGE OP4QUE INSULATED STEEL 000R OUTTW&GS -S UNITS WAND VIACILITSWBITES l • • GENERAL NOTES i. us , CULT 13 DESIGNS TO COMPLY &i1 m UMW OL5LNNC COW 2. WOO .51.1F XS 9^' MRS. MUST ISE A,+,r1412ED WNW( Ti TRANSFER ThE LOTS io T.hE STRIX'LIRE S PRODUCT A+t1; SiVILL SE AS LISTED MD SPACED AS SHOWN ON DETAILSS OUEN7 TO SASE MATERIAL SHILL OE ffTOND W4LL . I'a a'' • � ::7H?tt3 3Y5T': AT a. aAS N1t1"D:'r j�5 fxr€RIUL FfiYJ1E�tFAY AS • `r.ES `�Ti'LY.1526LT &f THE ORDR fN 9 .51KG WOE • • St ISIES1 Fr7 PRESILT610 RAMC Si* $E .4S &iLLMS: • _SEE USED?[ RE SURE R�JYt4�? AYE. • • S s aE5 AAE Ak :sAliON Aro .'Alt EIE Si SINFE OR MORE •• ••C IGLTIMIt •• •• •• • 4}+'S STS A IIVIS 119E WATER GUIR ME TS FOR v 1*Gf VELOCITY MAN z ts• SEE ltOTE LAS &NED PlEsstlaE MART. •• •• •• • •• •••• ••••y r P.•5 ECM—Kt, INSUIMtlC• STEEL 00 R • •• (Common to +.:2 t:eme con tticns • •• • net tcli.�r.: • . Fnce s 1n ; t& ...-0. {G_GfO• ; inim,.m thick: Naas. • I Galvanize., styel A-52.5 dDmw,erc�•I &u Lie. - P:CCC • • • ; •per .4S711•0p� with yield sbargth •F;y,min. 24,5OC p&. _ Cr te desk!, 'Rounded ptlystyrene with i .? tc 1.25 Ibs. density. Coe stru tion Steep tore sheets I .+.panded /s yrera EF's), _ with w d ro ued to e prgd Iami: ; ctsd :! eneerd IL r.ber sales and o road Icck bIo -I reinforcement. . i •I Frcn•p Cons:ructiar; he heoa lams and side lamps cre rncl butted ar4 joined using three 7/9` e 2 L I mre 916• i TABLE OF CONTENTS SHED • DESCRIPTION CCMMOk ;GENERA. NOTES. TYPICAL EL EvATION) 6 ANCHORING LOCATIONS & DETAIS G} ::IVG 3E' AILS .C•NCP7NENTS • F-- 74.5" teAr. 'E' LL WIDTH ---1 : fI 1 IS � .TJQL:PLE SOQR ELEVATION 37.5_ VAX. OVERALL M.`u7i /O S :IN :IN PRESSURE RA /7 f //. !E `IE NA:ER Is:. ^,LTRe.::C r�.SREMENT `S NEEDED a0SITEJE I + 53.0 o sr [ r1; :E - 5 FSF I -58.5' MAX. OVERALL WO/H-1 i� P :dJ SINGLE DOOR W /SIDELITES ELEVATION 105.25' W K. OVERALL it1t71-1 SINGLE OMR ELEVATION 1701,131 F C C''A !t', 5 E:.EVA•:ICiI CG� ut,A 5 PSIta 10OR 51 F : ?R CLARITY Y ' a'E ' REC' :,IFRIOR) t, ^rt,4 t4L]]1S fol t. oa 2 z- 0 111 4,2 2 wT'��c o � 8 -.4,8 Y. 0 X 111' eu-o,j ate r +sv_r � <rrs. I1 °13.-..9.9397 I OAF: ; /25, /OC SCALE: P1,15. CG. TJH sx. sr. Rw chorea= Be_ DC20.35 '.as0T 1 CF RJ • • 1 • • • • • CilE • Ire • • 6 24 t__1 • I 5 b. • • ."---"• oft. •• • 44: 41 ir.lcw• • • • • 1 4 • PANE:. ThX. • • • • • • • • INTFR.OR • • • • • • • • 9J - •"Rif....-74 CROZS. — SEC7701.1 . ; . ••• i ',. e ' • ' ' i . ---- • 4i , - 124 • •-•I. 2 3 .r ow. GASS THK. a . • l• a e: • , :1 7c C. 1 • . a I e l .-. I.J •:".'.„, 7"-- • I : 5 CROS5'- SIVTION 2A 1 d. - J - ! !tom DESOTh- MoteL-1,2.' I ; PIN AO f "?" x 4 1/121 2 HEAD JAMB 1 : 1/4" x 4 1/2 1 W I • 24 5. E SLANK .:AMD ( 1 /4' x 4 9/15 ) • • S7E.EL 3 4 4; x 1 i-' :'7r l ,:m . k: ro - l i t E 124 7 , scS -11-i T 0 1 vs . 1: 1#9 x 1" milLuPs FLATHEAD VAS SCREW L sna- 113 EXTRUDED 457.RAGAL, •IPPERW. ;TAM.: • ;2 . SHED' 24:›- (.ty.4" MIN. GALVANIZED) 1..7. •TOP R... (1.57" x 1.34-21 9 7 3 1 .5 /4 0 - p5R TAI^C m O R I , 6 How ( q CCMPRESVON WEATWERSTRIR O-LCIN GOS-650 8 x 2 1/2" P.LILLIRS FLATNEAD WOOD SCRVA S • ID ,, X 2* P. qt WOO ,SCREW ?HINGE 70 BOCKI STEEL ( 1 -.../4 x4 5./a .zia i ..4::. S7E:EL L. *AAA 14 I CCOR PANEL tyanoki p.m.. ( 1 . 73 i. 21 . 021 1 STEEL 15 0001: HINGE WOOD SIDE STILE: 1.87" x 1 .1365 WOOD 1 .154 DOOR iAT :VI. .SIDE STILE 1.67 x 1.065 1 6 ASTRAG,AL THROW ,90LT 0•31' x 19.25 I STI 17 #.9 x 1,12' L. TYPE '48' PA,N,-tE,AD SMS 1.9 846 X : ' '' Flia.._IFS FLAMEAD WCOO SCREW s7Ea _ LLI r'ale; RTAN SERZS LOCK 20 rOWKSET MAN SERJE, DEAD5OLT [ 2 1 LATCH SCRINS i'SEE. Lopc ,NSTRUC:TIONS; L 1 MASONRY WALL 2x 11000 BL'CK WOOD E.:MANDEL) DOLYSTYRENE, OE '1.0 TO 1.25 2 , 23 24 25 1/4' MAX. SHIMS 26 WDOCI LOCK REINFORCEMENT 27 LITE FR,AME ODL POLYPROPYLENE 28 I 1/2' INSULATED TEMPERED CLASS 29 ,LATCrl .M18 J1 1./4" x A 1/12") 39 $8 x 1 1/2 TE( SCREW (LITE mum) 31 LnE FRAME SY VINire FOR 1/7" SUSS 32 1/2' INSULAIT.,3 TEMP. GLASS SY 7RINITY 33 f-ITE FIMIE TR:NItt FOR ?" GLASS fk,..SULATED TOP.- 1LI4S TRSNITY' 35 L.7E FRAME SCREW iS ":/2 RANHEAD NC WOO &DOD GLASS WOOD STEEL SILICONE .3ILI LATEX 1 36 SILICONE CAULK (CR LAWRENCE 33C1 37 I GLAZING COMPOUND 38 CAULK EirANZZAItc—% • ',' % .•;;07'!r, e,t V :Oa 7 4..J....ir 4 _A 4./ 11 11 TAZ Er Lir. 1 :3"... Wi 3P..A.t.0 MO: CC290.5 iFis. 2 IS 9 1 IUC. i 1 J ' D' 1, /25!00 tJ LAI D LE, It;AC711iE t; ExTERI . CT i � 6 , iS ' '�^�J 1 1 Sa r , . 4 L.• • r EE NCC?E I j • : • •:z • •••• •1 5.LT i •• 1 1 \ 4 12 • • • 1 • • giS •••• AL4L•1ETA.'AIER BOL?S 1 • • • • • TOTAL ) 9.4" • .. J 1 LALWA. RET. ;RJLxs SLICE •. , ? . • •.312' - el air, r}• (3) :.C" x 4..r x. 0.565 • 9_0" ._. x .3'2" DL4. 0 301FC+.! •• •• • •• •• • • • • • • • • • • /i• iG!4tth•C'.L rCR'..'•SS SS:."[1G0: • • • • • • ' ii e.STli'P.3A'. • • • • • • •• •••• • INTERIOR • •• • • • • • • • •• • •• bo <s: • • • •••• • • 1. SFi,GIPJl to* � p115 >r i° Ps:rl SCREWY 1.1 .k7m NV� 7HE IMPERIAL ?STRA: L 'II) THE JhACj�'iE l,..,OR IS ?JtS ?OP GOWN [t 80fv1d UP; 0" 23' 4 .0` 5.5' 13.P ". 1E.• " 25.3" e'. SPACING FOR 'S .>. 1 '/2 PLASCREW ATITACHING 7.1E OSL L TE : RAMF 15 S TOLL ' 3: ?OD 1Z 5O7 •2;.SCP.E74S =.L" `-??CM F4CH HORIZONTAL CORVE°. FROM '4'E TOP OF THE FRAME rn•; T SUES: I33. ". .t . 0 W HE SI• E__ 3.0 ° , 2£C". 39..'; :22.C" a 63.o". 3. WHEN At ai, hiN TrIE :STRIKE PLATE TO THE .,A3.fd a S &ICI'. :tSt ?TA_ r 2 '/2" PF4 WOOL G ac l.'. 4VHE:� A7T.ACH!HGG . Si Rl.E PLATE 1PE .A1i AP :3 S :1".:EL.7E ._L4a2 4T THE JAULUORI LSE x 2" Fri MOO SCREW. A. SPADING FOR ,2.° a• 2.5" ?Ff1 WOOD sV..Ew cl - 1t G T'iE M•JLLIC::S .d3E11 tS AS F:P_L•?R•S, .5.O" r ?041 EACH YEF: CORA'EF WITH (5) MORE SCREWS Et,-i -LL'f SDACED. ++ TOTAL OF (7) SCREA'S r'E:4 E4C1-' VEr71.CAL kd!'L 5. 4.'iEH AT7AC,I'Mu ''-3 "INGE - v' THE A4M 'r•JO S:;Ct# LIS' 'TE41 '1? x 2" PFN /.•0i t, SCREW. !MEN .l. ;G TK_ rShiGE T uE ,=ti? ; SICE !TE J 41d AT THE MLI!_IJ'i JSE en) r. 3/4' YFH :;'CC) SCREW. 6. THE S F' "35 T.-IF lIC Y 1 - 1 /.'" PAN.' :.D SCREW S'A:.** TRINDY' L.' Fr41;c •S AS rf. .j3: =RON ''-'E PCc .. ei: 3'; THE s' s (s.• AT 5525'. 74.," 23 25" 32.E325' „ L!". 29.75', se. 'c1- ' •5 APJL' 75.3129'. Th_ TC.'P A.!VO ECIT:Ott V .. nT TO ..Eta !2f SCR' S AT 3.:25' AND $. &7v (22 (23 1.75' MIN. EMS. L. ern Fi•OPZ0NTPL CROSS sECT,O J TOO BUCK S . '1•JT - 1 1 1 SEE NOTE t^3 SW. 3 15 UL`; f�l :t•1K. Z:JN74L v.R:'$J =F 1::4 o r LA V- ,A445 ' i':+ ,'3UCS. � . 5 � v F �` t .-) M o_ C7 Etc: II /25/ '0 ICAC. ac Li' .n - . It .Z . - C[ J sc„ ,.. �L� r.. a•• kW t ' L 7r.T C ' �27C -5 0 • • • • • • ‘, • • • • • • • • • • • • • • • .. 15 MIN. • • • • • • Cue. • • • • • • • •••• i - 1 " :• . • ••• .75" mir-J. • •••• cam ruis. ° !II . A e! • • ° Ap. .• • • 1 ... //-1\ 2 F139 =. LrrE OR . ' .... SEE NOTT 6 FIR TP.I1419Y UTE C.ki SI-T. 3 3. • • .4 1231-- • • • • • • • • • • • • • • • • • • • .25 ' EA/. Tile:. • • • • • • • • • • • • • • • • • • 127 4 17ERIOR •riEF.K.N? POP OWTAL SRCSS SECT.CN 37LITE CT\ 90RIZIANTAL CROSS A7 SIDEL9E .15 MM. ouNTERSAik ql SEE NOTE' 's -I 4 S•T. (7 1,01;920W41_ CROSS S&'01 • st.u, S. t 704. r 3 B: WA' Zavedasnem Froi.c.-.1 Gucci.; 63.. FLIZ.DPIG p:70_ . 7.1E: /25/00 1I 0 •• • • • • e•• • ::f.___.5 . 3. •1I • • • i F • • 1 •• •• • • �i,�• L _ SEE DE7A L • j 1 i G SHEET 5 g•� � 3 . 5 • • ri 4 • • i • •• •••t■•■ , • • ••••••-1 3 ��j� •••• • •• ' SEC VErJL "i'I ? sC K SHT. 5 • • I TIOLIRI F rOOF.. A ACHOR aft3 LOCATIONS IJE:4IL F HEADER IMPERtAt • : ST AL.4t, ?rAIVER BOLT -1EAD-_'P :Tt?IKE F..4TE c DETAIL 'F ShEET 5 SJLL A'.PERIAL .4STTAGM. G';74NIE.R .30J Ti,RES:- S'L.", S'' 'K.E PLATE m [I J7. 2 h L lir GEE PEThiLl J SFIT TO JAMES DROP • BEE •;G. E 5 SHT. 3 °-i 1— SING] r COCK WiSIDEi IT_S ANCHORING LOG4710.N.5 i SEE Dt:A;t G SFItG1 5 z Q Z �i to II _ ZON ffi -J R • U a lip a P q a o 1E a;'25 Sea[ 4...5. ir'tiA lk 11.1rEn thcIfk +!aa ces. 9v TJH ?t5: rp P.tir�„ . ^C`e�.: ieet Coad � ��� DD200 5 0 3• t7 8 r 0 co 1' 6 0 tf ID to • L . U ..TZ3. INC j I I 513.639.9 < 9? I N N U1 GJ 3 • • 1 •• • • • •• •• • • • • •• • •• 1.13 I ens IOW • ••3 • • .n m yr • t • • • • •• • •• •• • • • •• • • • 0 • s aj� • ag— •• •• • • •••• jib± •• •J ° • •11s• • • • • • A• SEE D01.1_ 'K SHEET 5 Ti 3 SEE DETAIL K SLIT. 5 k 3. f P1'C'.t L OF:T6IL i s - -T.xb PLATE 4STR:GAL 37 f-- 3' —t — 4.5" SEE DETAIL 1 G SHUT 5 f \ fr ?L3. To .WSS SEE' ,,D 5 SEE ADM 3 SHf. 3 SEE ML.E 3 SW. 3 • • 1 SINGLE DOOR ANCHORING u.^C- 4FdOPIS SEE DTAlL r G SHAT 5 �+ "rte &.a cges NUJ ;�'•Kir, is • ?.:i+'rl Zeds i•.✓icct Ill �- 1 9NLO'NG�� QT...L1327 S. It.41 559-8 DATE S'/25/0 55E: F. T.S. : _sac. sr TJY U K. W' D20 5 5 &E1 5 or • •:,1.47;61:;* Cr jirmeamsims OM. LIE MIME • • • • • • • • • • • • • • • • • • • • • • • • • • .filia,%4MALL. I • .N.59.410 TFIMEAULMNI • • • TR:MifY UJ FRAME • • • • • • • • • • • • • • • • • • • • • • • GLAZING C,41' •" :615V AXED rEfirDERi-n neorrf 57Z MIME • • • • • • • • • • • • • fa • • • • • • • • • • • • • • 0, • • • • gara• : • • r=.47L '35( 9 5" glASS SEE NOTE SNT. .-1/r 71,01PERE9 1 / 4" AIR SPACE 1/5" TEMPERED MASS / Th 51EZ, RITE.?CEP7 / SoACER e 3 - 6) / / / I/8' rELPERED GLASS "/2" SFAZ:1 " 'EWE ..A.453 ' SCE •A:TE 5 S.T. 3 - 23 CflL r.to POLYFIRORIDLE OILEFOAOFIL-PE-3G.1403:41) ve MASS I FrE FRAker Man' (.1UPOY ELI 5007) (5 M.A.55 OTE FRAME "MINIM al1PDY J 507.1 L curriL:iir .x41. iiet MARAr °At Dee :IA /12. 16, 20 .4 IILLCA it:Moles:* .71 Sr* 1 5 m • • 8 0 A 01 6 0 0 14 Crl LAI 0" 1' '-P • • • • •• • • • • •• • •••• • • •••• • •• •• •• • • • = • • "1 i 0 pp k7 • • i • • • •.I. .—I .bas' i-- • • tii 1ptsS1ojI ViE'ATr.ERSF ?!e • • Si.HL-OZ. O —LDIy ODS 6:5; •••• •• • • • • • •• • •• • • • ,.T ' 2.375" —{ • ah v ASTRAGAL HAS x t , . t1j _.U' L >s 312 DA. N � 0L7 R5F TOP § 1j 9.0' ' x 12" DM. `JOLT @ $DIY ?I. — 4^ !212" IMPERIAL ASTRAGAL ErPUDED ALUMIPt:.M 075" WALL • •• • • • • • • • • • • •• •• 15.5.'75" VA DIES w /LOCK USED NTJ LEEK ELOC, .7 1" Ti �! . L Fa s py ! ti. l IOW PROFILE .050. EX'.RL'Cr_f1 ALUMINUM' IL] 0 4. G41' 0 4.Zs25" 0 — 11 — .OG7" J i • r 4 S1 =EL 'JOC H1N E .097" 'MC. Si TEL 91" HAGER T • IV X / ▪ ?c' 1 / w )&l 1 i CS. I I TCP RAIL & SIDE S71L_ 1 .67' ----{ 1154I L'o? LATCH SF'LE _25" L____ 1 73 • --i 1 DOCR STEEL ECG- CAP. BOTTOM CP EI' 1 Il WNS�LTJN"S. N : 4:3.55S.31• 4t 9/25/00 sc FE'S i i - • ^cQ f .x,,, I ts,. 5rc: IJN ��.-• �•i -i Mt., 200 R.A. u m? iatr'rr A.r ii CRU•1 •C ^n: sa t 1_C2Cr. • <a2l 8 0= 8 0 . 8 6 U7 6 z ffl C7 11 0 NOTICE OF ACCEPTANCE (NOA) " .�' • �q .. • • r • • • • • 1 • • • • • • • r • • • • • • • • • • • • • • ••• • • • • •• • • • • • . • • • • • • • �� • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • ••• ••• ••• ••• IYIIAMI- DADE COUNTY, FLORIDA BUILDING CODE C� O � ( CO) METRO -DADE FLAGLER BUILDING t RICE r •• • • • •• •..t4% 'ESTFLAGLERSTREET,SUITE 1603 PRODUCT CONTROL DIVISION • • • • • MIAMI, FLORIDA 33130 -1563 • • • (305) 375 -2901 FAX (305)375-290S • • • • • • • •• lCondoor, Inc. 7190 Coral Way Mia FL 331$5 COPE: ' 'his NOA is being issued under the applicable rules and regulate g. v rni g the use of construction materials. he documentation submitted has been reviewed by Miami -Dade County rod°uct Control Division and accepted y the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by dhe Authority Ilaving Jurisdictio,, (AIL!). FC©rgEWM] This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control I vi. (In Mimi Dadc County) and/or tl,c AID (iii aiLas uthct than Miami Dade County) reserve the right to 1 ay.e 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 -rnay immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right tp 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 coMplywith the High-. Velocity• Hurricane Zone Of the Florida Building.Code; • • • DESCRIPTION:. 500.1 Out - =Swing Decorative Glass Single -Light Wood:F enCh l�ob� APPROVAL DOCUMENT: Drawing No. 99: 01;•titled "FB'MA Series. 5001. WOOd Door ",.sheets 1 through 3 of 3, prepared, by Mfr., dated 1V,12(99, bearing the Miami- Dade_County P.roductControl.Approval.stamp with the Notice of Acceptance number and date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall 17e 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 I aterials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any ptloduct, 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 ofNOA. 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. XI A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and sh ll be available for inspection at the job site at.the request of the Building Official. This NOA renews NOA # 99- 0316.01 and, consists of this page 1 as well as approval document mentioned above. T1 submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02- 0318.07 Expiration Date: April 16, 2007 Approval Date: May 07, 2002 • -. • • • • • • ••• • • • • ••• DOOR MO. FRAME SYSTEM ITEM 1 DESCRIPTION STII£ MD RJJL CONSTRUCDON • • • • • • • • • • • • • • • • • • ' • • • 1 DOOR MODEL 5001 - MANUFACTURER(S) W000 • • 40CLE:VAIIEY QIt JPPIT(* EQLUL WTTIi NOA • CLEAR 2 PI zs Tt j3. WITH GLUE, IJR300 T- ASTRAGAL WITH (2) 1/8" SCHED 40x8-1/4" LONG 51 P£ S .tf 7/16" X 2" STAPLES 15' OC, & (16) 16 X 2' FHWS (4 EA SIDE OF SLE EVE). WEATHERSTRIP - SCHLEGEL jQOS-650 3 12' EXTENSION FLUSH BOLTS - OUMITY MFG #1358 - 1/r I• X •1 -.1 /2; LOIN W/ 3/4' THROW AT ASTRAGAL AT TOP AND BOTTOM. 0.077" THICK BRASS STRIKE AT FR44 H ♦ M�BC�vE�• 9 � ii � • OQONT UPPER CONCEALED FLUSH BOLT. THERE ARE NO STRIKES AT NE BOTTOM OF O a W ii"-:- HO$S DRILLED INTO NE ALUMINUM THRESHOLD. • • 4 SINGLE SURFACE DEAD BOLTS - MFR & MODEL 1 I `• K 1666 • • •4 • • SCHLAGE #13180N WITH A MODIFIED MAG. ENC. LOCK REINFORCER 120 -P8 (1) 0 2 -3/4' FROM TOP k• BOTTOM OF ACTIVE LEAF. 0.062' THICK BRASS SURFACE STRIKE WTTH A CONCEALED 0. 120' THICK STEEL PLATE TZONFORCEaIENT. -. -- - ::. SCHIJ�G£ comp . i'► 7:1 • OF • • • • • • 0.050' THICK BRASS STRIKE AT OPPOSITE SURFACE. KVAKSET 1200E _ - IF10N E 6 SINGLE CYLINDER DEAD BOLT - MFR & M00EL /. (CENTERED ABOVE PASSAGE LOCK). 0.062' THICK BRASS SURFACE STRIKE W/A CONCEALED 0.120" THICK STEEL PLATE REINFORCEMENT. KWIKSET 1660 OR SCHLAGE 10160N (12') (5.5") 7 4' X. 4' .BU.IT . HINGE W[TH. SAFETY SN.D.- H!,CFR 11.8.43_.01 ..P_ENROO 11UH40AUAC :_. CENTER. - 6 -3/4" AND, 84' . FROM TOP OF - DO SCREWS - TO DOOR: (4) 19 X 3/4' FHWS. TO JAMB: (3) 19 X 3/4' - FHWS 8 4" X 4" BUTT HINGE' - HAGER 11841 OR PENROO 114H40AJ*S. CENTER 31 -3/4' AN 58" FROM TOP OF DOOR. SCREWS - TO 0008: (4) 19 X 3/4" FHWS. TO JAMB: (3) 19 X 3/4" FHWS &i(1) 19 X 2 -1/2' FHWS. 9 THRESHOLD -M00EL 1JR100 (DEPTH X NOSE HEIGHT) WEATHERSTRIP - SCHLEGEL MODEL j 2 -1/2 X 1 -1/8" 2 -1/2' X 7/8" 3' X 1 -1/8" 1005-650 oR 1004.650 OR 1QEB -928 10 FRAME - 1 -1/4" X (W000) 4 -9/16' 014 5 -1/4" RABBETTED ANO KERFED FOR WEATHERSTRIP. EACH CORNER WAS CAULKED AND ATTACHED WITH (3) 3/4' X 2 LONG GUN DRIVEN STAPLES. WEATHERSTRIP - SCHLEGFL 1QOS -650. 11 HEAD PATE TO MATCH FRAME - WITH 3/8" 3 PLY PLYWOOD ATTACHED WITH GUIE & 3%4" STAPLES 1' TO 1 -1/4" FROM EACH EDGE do 8 -3/4" (AVG) O.C. AND (3) STAPLES PER JAMB. WEATHERSTRIP - SCHLEGE L MODEL 1 I 1005 -650 OR ■ 0E8 -928 12 2' X 3' X 0. 007' VINYL. FLAP GLUED TO BOTTOM OF ASTRAGAL. 13 FRAME SCREWS TO 2X WOOD BUCK. - 11 - 1/2' . fHWS. r FROM CORNERS .Ec 24' OC (MAX). FRAME JAMBS AND 0 HEAD 6" FROM CORNERS AND 20' 0.C. MAX. 130. x`14 FRAME SCREWS TO MASONRY - 3/16' FH TAPCONS W/ 1 -1/4" MIN. ENBEDMENTINTO MASONRY. SP 1E L+S..bBOME..... ,._..._.a „- ._....._..._ .......,......u.m v e- T __._. , ,.,,r,,:, ...._a.: , ,�,._.,.. �:..,:. . y PKO 1588 SELF ADHESIVE WEATHERSTRIP AT OUTSIDE EDGE AT TOP OF BOTH 000RS. . PEMKO 1588 AT OUTSIDE EDGE AT LOCK STILE OF ACTIVE DOOR. 15 PEMKO j345AV RNN DRIP Et SWEEP ATTACHED W/ 16 X 5/8” RHSMS O 6" 0.C. 16 PAD/DO/ERTER AT BOTTOM OF EACH JAHR. 1" X 1' X 1/1A" SELF ADHESIVE PILE PAD. PAID /DNERTER AT BOTTOM OF . ASTRAGAL 17 3/16' THICK TEMPERED CLASS 18 3/8" HIGH X 5/8' WIDE OVOLO W000 MOLDING ALL AROUND FASTENED USING 3/4' LONG X 3/16' r" CROWN GUN -DRIVEN WIRE STAPLES SPACED AT 3" O.C. • LUMBER 1.75' WOOD PORTION • • • • •• •• •• • • • • • • • • • • • • • • • • • • • •• • • • ITEM #9 J -R #100 THRESHOLD W000 & ALUM W /QDS WEATHERSTRIP 2.5" OR 3' (1) 010 X 1" FHWS 2" FROM EACH ENO AND 10" OC (SIX TOTAL) (1) 010 X 2 -1/2' FHWS, 4 - 1/2' TO EACH SIDE OF CENTERLINE (TWO TOTAL) OR 1 - 3/8" .250 (1) 010 X 2.5' FHWS AT CENTERLINE (1) 12" TO EACH SIDE, AND BALANCE 10' OC (SEVEN TOTAL) MINIMUM EMBEDMENT 1.0" ALUMINUM EXTRUSION 6 MAX. (•) 1 -C) 24' 0.C. MAX. (•) L 13 CLEAR GRADE DOUGLAS FIR OR EQ. 1.750' t 1.250' -- — — 0 ITEM #2 J -R 1'300 ASTRAGAL W/ SI r & KERFEO FOR WEATHERS I KIP 2.875' — 1..J o i /8 X 3/8 r K ER F i � 11 - DI LL 1 — II i� ii 'Ca a.' O 20" MAX. I� ) 1 ® 0 1.0" O 1' h - ) MARINE 9 - PLY PLYWOOD 6" MAX. (TYP.) (2) STEEL PIPE SLEEVES 8 -3/4' LONG BORED TO CLEAR NE FLUSH BOLT. (1) AT EACH ENO OF THE ASTRAGAL_ A w 20 MAX ) n 14 O 6" MAX. (•) Approved :'1 complying with the Florida Rni:Tina Code Date 04-16-07 Nt?AI 2 . 03/ A .0 Miami Dude Product Control Di'ialon By 1 6" MAX. 1 24" 0.C. MAX. CM") 13 DESIGN PRESSURE RATING +48.3 PSF -58.5 PSF THESE 000RS REQUIRE MIAMI DADE C0t!Nr APPROVED SHUTTERS. Drawn by: J. Hermoso Date: 12/12/99 Revisions: Drawing #99 -01 Drawing Title: FBMA SERIES 5001 WOOD DOOR PniP 1 of MINIMUM EMBEDMENT 1 MINIMUM EMBEDMENT 1" 11 MAXIMUM --- .119113TR .. 38 1/4" • • • • • • • • • • • • . •. . • • • • ••• • •.• . • • .• •• •• • • • • . • • • • • • .. • ••• SECTION C-C • MAXIMUM WIDTH 75" • • • • ••••• • • • • • ••• • • • • • • • • • • •• ••• •• • • • • • . . . • ...... • 1/4" MAX. • .• lb . . BLOCK OR CONCRETE MINIMUM EMBEDMENT 1" SECTION A -A • • . • • •.. ••• • • • • ••• 1/4" MAX. BLOCK OR CONCRETE MINIMUM EMBEDMENT 1 " INTERIOR EXTERIOR 1 3/4" —1 3/4" 18 (18 SEC 2 X WOOD BUCK B -B 1/4" MAX. MAX. HEIGHT 97 1/4" ITEM #4 Approved as complying with the Florida Buiding Code Bute 04 0? NORM n7 - 0315.(77 !slim' 1)adc Product Control bt\ jsion H 1.6875" 1ws SCE or noon TO MU LOCK REINFORCER BY M.A.G. ENG. MODIFIED Revisions: 1 Drawn by: J. Hermoso Date: 12/12/99 Drawing #99 -01 Drawing Title: FBMA SERIES 5001 W000 DOOR Pace 2 of 3 1 3/4 FRONT t 'T'F 4NCE DOORS (EXTERIOR) - MODEL 5001 Louisiana" Miami I Chantilly • •. • • • • • • • Virginia J • • •. • • ••• • • • • • • • • • ••• • • ' ' '. Minimum Dimensions : Stile$ & •lop: rail 4-1/2" Lock rail 7 -1/2" • • Intermediate rail & mullion : P . 2 -1/8" .::.®gt • 'tprn 9 -3/4" :dllelS Raigd . 3/4" • • • ••• •• ti Carmen California J MAXIMUM PANEL WIDTH 36" Louisiana III ss se Illinois si Indiana • Krisa 0 u— 'kJ Kansas ,/ Maritza New York Approved as complying with the Florida Duiding Code Date 04.- /6. NOM/ 02- 03/8. 07 Miami Dade Product Control DI 1 on By //;.._.. Drawn by: J. Hermosa Date: 12/12/99 Revisions: Susana Drawing #99 -01 Drawing Title: FBMA SERIES 5001 WOOD DOOR PnnA 3 of 3 , ` h is 2 j1i .. • X r 1 3/4 FRONT t 'T'F 4NCE DOORS (EXTERIOR) - MODEL 5001 Louisiana" Miami I Chantilly • •. • • • • • • • Virginia J • • •. • • ••• • • • • • • • • • ••• • • ' ' '. Minimum Dimensions : Stile$ & •lop: rail 4-1/2" Lock rail 7 -1/2" • • Intermediate rail & mullion : P . 2 -1/8" .::.®gt • 'tprn 9 -3/4" :dllelS Raigd . 3/4" • • • ••• •• ti Carmen California J MAXIMUM PANEL WIDTH 36" Louisiana III ss se Illinois si Indiana • Krisa 0 u— 'kJ Kansas ,/ Maritza New York Approved as complying with the Florida Duiding Code Date 04.- /6. NOM/ 02- 03/8. 07 Miami Dade Product Control DI 1 on By //;.._.. Drawn by: J. Hermosa Date: 12/12/99 Revisions: Susana Drawing #99 -01 Drawing Title: FBMA SERIES 5001 WOOD DOOR PnnA 3 of 3 , ` h is 2 j1i .. 1 3/4 FRONT t 'T'F 4NCE DOORS (EXTERIOR) - MODEL 5001 Louisiana" Miami I Chantilly • •. • • • • • • • Virginia J • • •. • • ••• • • • • • • • • • ••• • • ' ' '. Minimum Dimensions : Stile$ & •lop: rail 4-1/2" Lock rail 7 -1/2" • • Intermediate rail & mullion : P . 2 -1/8" .::.®gt • 'tprn 9 -3/4" :dllelS Raigd . 3/4" • • • ••• •• ti Carmen California J MAXIMUM PANEL WIDTH 36" Louisiana III ss se Illinois si Indiana • Krisa 0 u— 'kJ Kansas ,/ Maritza New York Approved as complying with the Florida Duiding Code Date 04.- /6. NOM/ 02- 03/8. 07 Miami Dade Product Control DI 1 on By //;.._.. Drawn by: J. Hermosa Date: 12/12/99 Revisions: Susana Drawing #99 -01 Drawing Title: FBMA SERIES 5001 WOOD DOOR PnnA 3 of 3