Loading...
BP-05-920Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2005 -920 Printed: 6/23/2005 Applicant: ALAN RUBIN Owner: WHITCOMB GEORGIANN JOB ADDRESS: 1240 NE 100 ST Contractor Local Phone: Parcel # 1132050090050 Building Permit Contractor's Address: Legal Description: EARLETON SHORES PB 43-80 LOT 5 BLK 1 LOT SIZE 75.000 X 109 Fees: Description Amount FEE2005 -8670 Building Fee $150.00 FEE2005 -8671 CCF $2.40 FEE2005 -8672 Training and Education Fee $0.80 FEE2005 -8673 Technology Fee $3.75 FEE2005 -8674 Scanning Fee $3.00 FEE2005 -8675 Submittal Fee ($50.00) Total Fees: $109.95 Total Fees: $109.95 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 12/18/2005 Construction Value: $3,400.00 Work: INSTALLING FRENCH DOORS Page 1 of 1 JUN 2 4 PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305 - 795 -2204 Permit Number: BP2005 -920 Printed: 6/23/2005 Applicant: ALAN RUBIN Owner: WHITCOMB GEORGIANN JOB ADDRESS: 1240 NE 100 ST Contractor Local Phone: Parcel # 1132050090050 Contractor's Address: Permit Status: APPROVED Permit Expiration: 12/18/2005 Construction Value: $3,400.00 Work: INSTALLING FRENCH DOORS Page 1 of 1 Legal Description: EARLETON SHORES PB 43 -80 LOT 5 BLK 1 LOT SIZE 75.000 X 109 Fees: Description Amount FEE2005 -8670 Building Fee $150.00 FEE2005 -8671 CCF $2.40 FEE2005 -8672 Training and Education Fee $0.80 FEE2005 -8673 Technology Fee $3.75 FEE2005 -8674 Scanning Fee $3.00 FEE2005 -8675 Submittal Fee ($50.00) Total Fees: $109.95 Total Fees: $109.95 Total Receipts: $0.00 6- JUN 2 4 PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Er ` s ° Permit No.! 0` -9c)Q PERMIT APPLICATIO qua`71 Master Permit No. FBC 2001 Permit Type (circle): Building E' ct ' cal Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) AL.AAl AS f N Phone # c S — /OO`t Owner's Address 12- 0 /U E /0 0 ST1 eT City 64/01-0141 '5 ES State FL- Zip 33 /3E' Tenant/Lessee Name Phone # 4.2 Lt O ins +nl -I rCnc .lno 124-0 /U0.- too STET Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Total Fee Now Due $ 15 I5 v . t ® (Continued on opposite side) Zip 33/38 Contractor's Company Name( re-1 Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ['Addition liAlteration [New ❑ Repair/Replace ❑ Demolition Describe Work: 03E :5 -6 ............... *........ * ** * * * * *** *** F *** * * * *** **** ** * * *********** Submittal Fee CO Permit Fee $ `. 19 % • CCF $ & . 40 CO /CC Notary $ Training/Education Fee $ a F30 Technology Fee $ 6' 3"5 Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 an a reinspection fee will be charged Signature Owner or Agent Contractor The foregoing instrument was acknowledges before me this 2.07H The foregoing instrument was acknowledged before me this day of 11 NE, 20 OS- by /" / , day of , 20 _ , by who is personally known to me or who has prod ed who is personally known to me or who has produced NOTARY PUBLIC. Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 Signature As identificatiod who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: MY COMMISSION # DD 069493 anuary 3, 2006 1. 800.3- NOTARY FL Notary Service & Bonding, Inc. My Commission Expires: 7i3 Dy / Plans Examiner v Engineer Zoning Miami Shores Village Building Department BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Q S — e' >0 Job Name /2u !J /,it) • 4 ,ay2eLeet2. SA07,0 Avvt) /i-kt.67-7 60,9,94-0 cuk ie4:4-e ,b2 W 21.IUS /?-//121 Produced Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE STATEMENT I /'1 -AA) 41413/A) being the legal property owner, for the property Located at: 12 � {` O ,/V E 1 ©C> SI'I EE 1 $41PS41 5 !#'O 4 $ ,FL '33)7 S Legally described as Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7), end I have read and understand the following disclosure Statement, which entitles me to 3lrork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. 'You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. J You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person worldng on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. Tlie foregoing instrument Was acknowledged before me this ` .,day of L , 20 ® S By who is personally known to me or who has as identification and who did take an oath. � •.T. SONIA•RIOS (01. 1;1111111 MY COMMISSION # DD 069493 eXPIRES: January 3, 2006 1-80D-3-NOTARY FL NMI ate &Bonding• Inc. STATE OF FLORIDA. COUNT OF DADE f HEREBY CERTIFY that this Is a tryq P of the origmaf file• a •s office on day of , AD 20 WITNESS my hand and Official Seal. HARVEY RUVIN CLERK, of Ircud and County Courts By NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.G7 /Zo TAX FOUO NO.I0 ' OOC 05 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: 12'# o k) fo© sr. FYI i j S re.cs fL- 33/38 t-oT S B K of I4L-roN sWOES' /ton- L?oo ( 43 PAErE to 2. Description of improvement: TA1 S1i LLf N Cr FRENC tf 17001 AS 3. Owner(s) name and address: 0 Na o interest in property: aW /l�E(� Name and address of fee simple titleholder: Pri -A7U 12449 240 00 -1 S >� ' 4. Contractor's name and address: 19001 LLS 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: .#f SE #4091•46 F" /At Odic L-L P.o -Bo 6 P 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: Yi0f1C 9. Expiration date of thi different date is spa Signature of Owner Print Owner's Name otice of Commencement: (the expiration date is 1-year from the date of recording unless a 4 & /49 ti Sworn to and subscribed before me this oltat aav of ) _L_" . 20 0 67 Notary Pubii: Print Notan-s N My commission 2 Address: 1111111111111111111111111111111111111 c :F ' '1 0!5R0 a 5 a61• OR Bk 23500 Ps 1.8109 (fps) RECORDED 06/22/2005 10:52:49 HARVEY R:UVIHr CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE s , ofZES FL 3 O Prepared by Alai 0 121411/1 3 NE s' it oil 1 pt. 33132 1 r V It CGe r .t-tr) Ce 125 . • / - 73 4 3 - 23 n 73" • • • • • .... • . • . • .. • •••• • • • .. • • • • • • •••• .. • • • • • .... • • • .. • • • • • • • • .. • •••• • • • • .. .. •••• • • • . • • • • • • • • • • • ••• • • • • • • • .. • • . . ... .. • • • • •• ... • • • • ... • • • • ••• • • .. .... .... . • .•• • . ••.•. •• •••.. ... ...• ••• • .. • • • • • ••• • ....... • ••• • • • • • • • • • .... . wee . . . . • • • • . • .... • • • • ••• a� 00000 t(/4 e a ( a 1411 4 ((1(4 ( 1 1 4 ( ( 1 (((1 1 1 1 1 111eta 41 ( (/(Ir( l 1! 8 4 4 4 1 4 4 1 1 ( ( 4 (44 1 4 4 4 (a 1 ( t 4 4 1 4 4 1 4 4 4 ( 4 (( 4 4 1 4 4 ( 4 4 (4 4 (( 1 4 ( 4 ( 4 1 a 4 4 04 14 4 1 1 4 / 4 4 1 4 4 1 4 41 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 8 a 8 4 4 4 4 4 8 4 41 4 4 1 4 4 4 4 4 04 4 1 4 1 1 8 4 1 4 4 44 4 r • c 1 • .. • • • •• • • • • •••• • • • •••• • • • • •• • • • • • • •• •• •••• • • • • • • •• • • • • • • • •• • • • • • • • .... . . • • .... •• • • •.• • • • • •• .. • • ...... • • • . • • • • •• •• • • • • •• ••• •• • • • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .• • • • . • . • . .. •• • • • • • • • • • • • • •• • • • ••• • • •• • • • • • • . • • •• • • • • • • • • • • • • • • • • • • •••• • • • • • • • • • • • • • • • • • • • • •• ••• • • • • •• ••• • • • • ••• • • • ••• r ?230' <, > S1`' <--- • • • • •• • • • • .. • •• •• • • • .. • • • • • . • • • . • • • • • •••• • .. •••• • • • • .. .. .... • • • • • • • • • •••• • • • • •••• • • • • • . • • ... • • • •• • • • • • ••• •• • • • • • • • • • •• • • • •• ••• •• • • ••• • • • • • .• • • • • • • • • • . • . . . .. • .. •• • .... . • • • • • • • •�• :•• • • •• • • i • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • . off+) ( ( ( ( 4 4 1 4 ( ( t ( ( ( ( ( ( f ( 4 1 41 4 (1 (4 t 4 4 4 1 444(9( (( 4 (((((( ( ( ( ( ( 1 4 • (12 (( 4 ( • a ( ( ( 41.44 f 44 ( ( ( ( ( 4414413 Q ( ( ( ( ( 4 ( ( Q 4 1 f • Q 41 9 4 9( • 3 (9 3 ( l l © Q Q f B • 4494 4 4 4 4 4 4 O ( O 0 • 4 4 4 4 4 • • • (((((f • • • 4 1 4 4 ( f 6 8 a • ® 4 4- MIAM IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ML4MI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 T.M. Window & Door Co. 601 NW 12 Ave. Pompano Beach, FL 33069 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 "230 "Ontswing Door with Sidelites LMI APPROVAL DOCUMENT: Drawing No. W02 -77, titled "Series -230 Alum Out -Swing Door W /Sidelites ", sheets 1 through 6 of 6, prepared, signed and sealed by Humayoun Farooq, P.E., dated 08/28/02, 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. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 1016.09 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 Page 1 T.M. Window & Door Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -77, titled "Series -230 Alum Out -Swing Door W /Sidelites ", sheets 1 through 6 of 6 prepared, signed and sealed by Humayoun Farooq, P.E., dated 08- 28/02. B. TESTS 1. Test reports on 1)Unifonn Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3355, dated 01/29/02, signed and sealed by Luis Antonion Figueredo, P.E. 2. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large and Missile Small Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2648, dated 06/26/00, signed and sealed by Aldo P. Gonzales, P.E. 3. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large and Missile Small impact Test per FBC, TAS 201 -94 3) Water Resistance Test, per FBC, TAS 202 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3053, dated 06/26/00, signed and sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by A1- Farroq Corporation, dated 10/15/02, signed and sealed by Humayoun Farroq, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for "Saflex/Keepsafe Maximum" dated 05/17/02, expiring on 05/21/06. E -1 Theodore Berman, Deputy Director Product Control Division NOA No 02- 1016.09 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 E. STATEMENTS 1. Statements letter of conformance, dated 10/15/02, signed and sealed by Humayoun Farroq, P.E. 2. Statement letter of no financial interest, dated 10/15/02, signed and sealed by Humayoun Farroq, P.E. F. OTHER 1. Letter from Pistorino & Alam Consulting Engineers, Inc. E -2 e r 2 2 r Theodore Berman, Deputy Director Product Control Division NOA No 02- 1016.09 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 a 33 3/8' D.L. OPO. 37 S /8' • SIDEUTE WIDTH 148" FRAME WIDTH EA P / H SIL I I EASILL 25 1/2' D.L OPO. 34 1/2' PANEL WIDTH 34 1/2" PANEL WIDTH 71 1/8' DOOR FRAME WIDTH ( OXXO ) II II I I n A I 1 1 33 3/8' 0.1.. OPO. 37 3/8' SIOEUTE WIDTH 9" 14AX HEAD /SILL CORNERS I 1 PICA LEVATION TESTED UNITS SERIES —$30 ALUM OUT —SWLNG DOOR W/ STDELITES DOORS /SIDELITES GLAZED WRH LAMINATED GLASS RATED FOR LARGE AND SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. SEE SHEET 2 FOR DESIGN LOAD RATINGS. 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 USING CORRESPONDING LOADS. WOOD BUCHS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, 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 SURFACE APPUEO FALSE MUNTINS MAY BE USED FRAME WIDTH 8' 13 MAL HEAD • 4' MAX /STL. CO ERS / /II G 0 / 11 28 O /8 ' D.L OPG. 34 1/2' PANEL WIDTH 7,7-6r H WYO FAR000 FtA. PE + 16557 2002 28 8/8' 0.1. OPO. 34 1/2' PANEL WIDTH 8 drawing Ro. W02 -77 (sheet 1 of 6 =ELITE - DES119 LOAD CAPACITY - PSF PANEL DIMENSIONS GIASS TYPE W WIDTH Motif tom (+) air. (-) 3 7-6. 63.0 65.0 3 5/8" r-e 65.0 65.0 3'-0' EF-O• 65.0 65.0 3'-1 5/8" W-cr 50.6 60.6 X xx Exr. (+) ODORS WITHOUT SIDEUTE - DESION LOAD CAPACITY - PSF NOMINAL DOOR DIMENSIONS CLASS TYPE V 3 ii/ 16 X 6*-8" '-0' X5 33.3 7/15' X 13*-0" -0 X -0' 53.3 (x) 71 5/8" MAX. 75 3/4" MAX. wr. (-) 90.0 90.0 90.0 109 15/16" MAX. puss TYPE t' EXT. (+) 53.3 X /, 0 53.3 85.0 53.3 65. 60.0 X 00065 515111 STMDARD S41 (0X0) GLASS TYPE V ERE (+) 1117. (-) 53.3 63.0 MASS TYPE V CRASS TYPE V EXT. (+) INT. (-) EXT. (+) 80.0 ___3_1_0L eo.o 80.0 90.0 if ••=13019= FOR DOORS WITH IX ADD-ON STU. RISER OR FOR OPPIELS. WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPUCABLE. APESDIEDCONEIGMBAIMIS 148' MAX. (0XXO) (XOX) INT. (-) 60.0 X x CLASS TYPE V DLT. (+) 65.0 85.0 65.0 (-) 55.0 65.0 83.0 DOORS WITH SIDEUTES SEE CHART ABOVE FOR SIDEUTE CAPACITY USE LOY/ER VALUE or SIDEUTE OR DOOR 3/I6 ANNEALED cuss .060 SAFLEX 1110 XEPSAFE MAXIMUM 041ERIATER 0.480" OVERAU. LAN. GLASS GLASS TYPE 'A' GLAZING DETAIL AT SIDEUTE 3/16. ANNEALED CRASS 3/16 ANNEALED CLASS SUCONE TREATIAZE 500 1 SIUCONE TREMOIAEE 300 TREMCO TRIDICO . 3/16" ANNEU-ED CLASS .060 SAFLEX 858 INTERLAYER MOULD073 3/16" ANNEALED GULSS mai S/1.100 co NE .. TREMBAZE 500 OPTIONAL 0.440" OVERAU. LAM. GLASS GLASS TYPE 'C' 0.460" OVERALL LAM. GLASS • GLASS TYPE 'D' DILP: DR. HUI/00U P90050 STRUCTURES 60.6. 96 # 10357 OCT 1 5 2002 3/16" ANNEALED CRASS .081 SAF-6195 POLYCARSONATE LAMINATE 0.455" OVERALL LAM. GLASS GLASS TYPE 'B' 4 i 11 drawing W02-77 (shoat 2 01 ) TYPICAL ANCHORS TYPICAL ANCHORS 1 BY SEE ELEV. FOR SPACING WOOD BUCK 1 1/2" MIN. FLUSH BOLT PENN/RATION REDD, FOR ESION LOADS ABOVE 85.0 PSF TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 3/8'X3/8' 1/2' FROM LL ENOS TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. OPTIQNAI HI -RISE SP DESIGN 85.0 0PPSF os TYPICAL ANCHORS SEE ELEV. FOR SPAOINO "MT: DR. NUMANGUN FARO00 STRUCTURES FLA. PE ! 18887 Ib? drawing no. W02 -77 (sheet 3 of 6 , IS SMS AT 12" 0.0. RECD. FOR DESIGN LOADS ABOVE +53.3 PSF FOR ro 3/8"X3 B' 1/2' FROM SILL. ENDS WOOD BUCKS NOT BY TM WINDOWS, MUST SUSTAIN LOADS IMPOSED BY CLAZNO SYSTEM AND TRANSFER THEM TO 114E BUILDING STRUCTURE REQD. FOR DESIGN LOADS ABOVE +53.3 PSF RECD. FOR 1UCRI:iS (... EE. ALUM. 1. MN . T14:3) STEEL : Fy - .18 KSI ALUMINUM : 8083 —T5 MIN. 114 SMS OR 1/4" DM. SELF DRILLING SCREWS ,• 'ICAL AN'y. .'S SEE ELL.. FOR SP; ;.8G ? 2 BY 7 STUCK TYPICAL ANCRORS: SEE ELEV. FOR SPACING 1/4' DIA TAPCONS INTO W000 BUCKS OR WOOD STRUCTURES 1 -3/4" MIN. PENETRATION INTO WOOD THRU 1 BY OR 2BY WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONC. 1 -1/4" MIN. EMBED INTO MASONRY DR CONC. ,1/18' CFI F ORB I RAI Ff..RF1YR TDAR 1 ET FX OR_ECLUN � INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) STEEL : Fy a 38 K51 111N. ALUMINUM : 8053 -15 MIN. SEALANTS; FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE HINGES: 7-5/8" LONG ALUM BUTT HINGES, AT 11' FROM EACH ENO AND ONE AT MIDSPAN OF LEAF. LOCKS: STANDARD STEEL THROW BOLT LOCK, HEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 48' FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE. 39 -1/2' FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (FWS11 BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS • TO BE ENGAGED DURNO PERIODS OF 8088108E t8MWNO) 1/4' MAX SHIM u 11/16' IN— ACTIVE LEAF , ACTIVE LEAF 1YPICAL ANCHORS SEE ELEV. FOR SPACING 29Y WO00 BUCK 1/4' MAX. SHIM O E TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME WIDTH nEOD. FOR e i DESGN LOADS 3'`:r6_:G ABOVE 85.0 PSF ABOVi. ti5.: :SF REOD. FOR LOADS 05.0 PSF OR LESS LEAF REINFORCING FOR LOADS ABOVF 65.0 PSF EXTERIOR LFAF WIDTH FRAME WIDTH REQD. FOR 65.0 PSF OR OR LESS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX yg ri TYPICAL ANCHORS SEE ELEV. FOR SPACING #14 X 1 -1/4' 51.45 AT 15' O.C. MAX TYPICAL ANCHORS 2 PER CLIP � I og a a4 cr O O l N § !! xUT FRAME HEAD TM -0.38 DOOR JAMB /SIDEUTE FRAME GW 38572 FRAME SILL GW -28815 L574 .375 WEATHER - STRIP ADAPTER OW -31826 280 .675 DECORATIVE MOULDING CW - 36737 1.213 .045 GLASS STOP GW -31986 .415 .429 3.000 MULUON 12 - 054 DOOR HINGE STILE OW - 36933 DOOR LEAF STILE OW 38048 3790 2.840 325 DOOR TOP 4e BOTTOM RAIL TM 081 ASTRAGAL REINFORCEMENT TM -079 250 1.054 1600 L FLUSH BOLT GUIDE CW -27648 238s .128 - GW 37888 CENTER HINGE 0 / 0578 MY 37889 -A OUTER HINGE HINGE PM 3691 12 -29 X 3/4• H. SMS 2.126 HINGE CAP HINGE ASSEMBLY HINGE REINFORCEMENT TM -052A 0,310 0.872 .125 520 X 1 .H. 5249 /2 8.200 ) 7.689 -�r 300 I ( 1,000 2898--J 1 -2••036 2 GW pals 2A GO 37319 3 OW 38572 2 4 OW 38046 s OW 30938 8 724-061 7 OW 31826 8 GO 37889A 9 0W 33888 10 OW 32222 11 12 13 14 15 1 17 18 19 20 21 22 23 3 25 28 27 29 30 31 33 34 38 38 37 0937088 6937058 4037 OW 27848 SERIES 400 SERIES 800 124 -051.0 TM-054 GW 31986 OW 35737 1 2 4 2/HINGE ASSY. 1/HINGE ASSY. 2 2/ LEAF u1 FAF AS RECD. AS RECD. AS RE0'D. 2/LEAF 1/HNOE AS RECD. 2 /LEPF 2/HINGE ASSY. 36 - i AS RECD. - ; 2 /HINGE ASSY. 724 -052A 2 4 2 /MUU. OPTIONAL FRWE HEAD FRAME SILL ALT. FRAME SILL FRAME JAMB PANEL LGCK SOLE 8083 -1S - PANEL. HINGE STILE PANEL TOP /BOTTOM RAIL WEATHERSTRIP ADAPTER TM OUTER BUTT HINGE 711 CENTER BUTT HINGE DOOR LOCK INSERT 3/4 x 1 1/4 x 3/4 x 1/6 7)4. CAP 124 FLUSH 801.T ASSEMBLY HEAD REINFORCING BAR. 12' LONG SI1. RENFORCNG 84R. tY LONG • ULTRAFAB • C24 REIN Woounis 111034801.7 GUDE 7/32 HINGE PIN 410 x 1/2 pt. UNDERCUT SMS. 1/2 THREADED ROD. WASHER b NUT KWIKSET 10108LOCR KWINSET 0EADDOLT HINGE BUSNNO DUST PLUG (OPTIONAL) 510 x 1• P.H. 828. (ABBY. SCREW) H11406 CAP SILL ADAPTER (f x 1• X 1/18 1119E) HINGE REINFORCEMENT ASTRAGAL REINFORCEMENT MULLION GLASS STOP 251 4 2 7 /6k 1/8',CLIP 0.0. DECORATIVE 2021L0N0 n00-T9 I - 6063-TS - 6083 -75 : - 8083 -T5 , - 8083 -75 - 8083 -75 0063 -T5 8083 -T8 8083 -TO 8083 -TS ALUMINUM ALUMINUM 8083 -T5 8063 -75 WOOL 8083 -75 STEEL STEEL 8152 PLASTIC PLASTIC STEM. PLASTIC ALUM 8105 -T8 6083 -75 6083 -T5 8083 -Ts ALUM. 9063 -15 END OF 0005 SOLES (TOP/BOTTOM) ODOR PANEL/FRAME HINGE SLOE DOOR PANEL/FRAME HINGE SIDE LOCK MILE 3• LONG DOOR LOCK SOLES AT MID SPAN AT MID SPAN LOCK 87125. JAMBS. HEAD. S81. LOCK STILES ENOS (TOP/130TT0M) AT EACH HINGE ASSEMBLY AT FLUSH 801.IS T0P /BOTTOM END RAILS ACTIVE LEAF ACTIVE LEAF HINGE ASSEMBLY DOOR JAMS INSTALL. SCREW MOLES DOOR FRAME MEMBERS/NULL CUPS HINGE ASSE1181-7 92 -1/2' LONG DOOR LOCK STILES 821WEEIq 0004/010E LRE JAMBS SIDE UTE GLAZING PERIMETER TOP & BOTTOM OF MULL DOOR PANEL PERIMETER ITEM 4 PART .463 RE 2.0{2 SILL REINFORCING BAR GW -370S6 aNTITY DESCNL'" rl.J 3.000 ALT. FRAME SILL CW -37319 En9r: DR HUNAYOUN 1.42000 STRUCTURES M. PE 16807 1 5 2002 4T MAN. /SCPr;.axiR:Mn.1ES Lt. 1 � r drawing no. ' W02 -77 jeheef 50F 6 1 FRAME TOP CORNER_ , E: ITE CORNER FRAtaF B OM CORNER STRUCTURES FL A. PE / 16067 tgatiw.1 drawing no. W02 -77 (aheet6ot B 1