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319 NE 101 St (11)MIAMI SHORES VILLAGE v\ BUILDING DEPARTMENT VILLAGE , 305- 795 -2204 Building Inspection Request Date,�_� /''� RxType Insp'n i' *l1 �,�t W \ hU /3 Permit No. QP 2W V ) -38 Name Address I N cc (01 54 Company Ou` Phone # Inspection Date 5 )1 7 Approved Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT lb 305- 795 -2204 e ` � Bu' ding Inspection Request Date la I I Time ^ ��,/ Type Insp'n fCJVI � kl &rn elo ' / �+ ht T/' Permit No. 51 Name J lecr Address 3i_ ` I"E_ (V ( 5 Company Wns +a}n ' Phone # For Inspector: �'� � Name & Date Approved Correction Re- Insp'n Fee I JUL 5 2003 �I BUILDING PERMIT APPLICATION FBC 2001 Tenant/Lessee Name Job Address (where the work is being done) 3 k.) 10 1 f City Miami Shores Village County Mi� Dade Is Building Historically Designated YES NO Contractor's Company Name — TA e- tiAR.:n°.' Contractor's Address (00 !J City /1,i i! / State F L • Qualifier Re., !''f FP_e,och, Architect/Engineer's Name (if applicable) Architect/Engineer's Address City State $ Value of Work For this Permit -7i C.) "An, 5'o ae "I An, Z4& Miami Shores Village Building Department f RMCP P t 0 - 70 4o-f 16 - i7 kik :0? !/ " 3 g - o 1 - 3 P4 Ac, e. 70 Permit Fee $ S County Escrow Fee $ J a 0 0 Education/Training Fee $ Tech $ Code Enforcement $ Bond $ Minus Plans Check Fee $ Fee Totals $ Phone # . ' Phone # 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. f 2O Master Permit No. Permit Type (circle): : uilding Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ---1.' I ir. R. y S , c, (T 9, l Phone # • Owner's Address Z 19 ,k) E... 10 ( S ?, City "A m , 5 Ace-e.5 State FL- • Zip '313 q Zip a 0 Phone # 'a tYs /O zip 3313'7 Zip Square Footage Of Work: ' '5 Number of: Bays Stories Families Bedrooms Baths Type of Work: ['Addition Alteration ❑New Repair eplace ❑ Demolition 1,C. Describe Work: / 1,C. .)`f4P ' e ec (S= S AP -6Fr e o� I Aep /4 . (o) 6c.,1': !Lief` . bc.4 -_ / / * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fee Calculation -Mist Permits * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Notary $ Scanning $ Radon $ Struct. $ 11 - I • ap (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 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 wlot approved a a reinspe• n fee will be charged. _A u Signature The foregoing instrument was acknowledged before me this "d , 20 0.) , by X. S eat day of w ersonally known tome r who has produced NOTARY PUBLIC: Sign: Print: My Commission Expires: ,FA APPLICATION APPROVED BY: Chc6/18/03 r or Agent » , y,-" d'd take an oath. Signature ) �, Contractor The foregoing instrument was acknowledged before me this 30 day of , , 20'' S, by (t M. , k nacho is personally known to me )r who has produced as identi NOTARY PUBLIC: Sign: awe- Print: acv k) My Commission Expires: E;e:. 7' t********* rt t********************************** ** * ** ** **************************************k**************** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency.No. JUL 2 5 2003 Zoning --/;?. 0/X/ri c d who di to a an oa i b. ANN S. REILLY MY COMM I SSION # OD 119481 tof no EXPIRES: May 20, 2008 1-800{}No Plans Examiner • DOCUMENT `TITLE: EXECUTED By: TO: DOCUMENT COVER PAGE STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is a true copy of the original titedln is office on 31 day of T J A D 20 (:),3 1'', T PJESS my ha and Official Seal. H,Mi +VEY !VI CLERK, of Circuit and County Courts By ' • %D.C. (Warranty Deed, Mortgage, Affidavit, etc) �oc�l 4/118 // ✓ P Brief Legal Description: (It Cogil eA)c- e- GoNS7 «c 3 11,P1; E3/37 11111111111111111 11111 CFN 20 0380 5 23864 OR BI; 21474 Pgs 247E - 2479; (2pgs) RECORDED 07/31/2003 13:47:19 HARVEY RUVIN► CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA .4' RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. . 20 '12.38 TAX FOLIO NO.11 06" n( -'Sa00 Bk 21 474 PG 2479 LAb I PAGE STATE OF FLORIDA: COUNTY OF 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 infomraiton is provided in this Notice of Commencement. 1. Legal description of property and street address: / /; A M a S, , tae- s ( A M f P E 10— Le 4-0 ! 7 2. Description of improvement: Ce13(Ac e. C � �,o:�el� +�!? a R$ (0 6Ak.Me_ Ali / NetAJ Acc epc +nv S11,vt1e4 , (tt Neru ���ce��j ) r(riu��l S{' - „,6 �1 3. Owner(s) name and address: - 4 a nn �� e-C 1 3!`4 N. £ • i01 51 • 14404 S,(rlc.es FL 3 i3 2 Interest in property: ockho@,t. Name and address of fee simple titleholder: 4. Contractor's name and address: 5 1 - . 3:313`7 5. Surety: (Payment bond required by owner form contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may by Section 713.13(1)(a)7., Florida Statutes. Name and address: 4. We4'I, W C7C.e, &`�� ?../1, ( .a, 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice o C�i®f�O ection 1 P� C \ 1f � 713.13(1)(b), Florida Statutes. Name and address: i'} .r " °•.z; 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of record' :.irtless• . i{f date is specified) Signature of Owne Print Owner's Name: —.le Sworn to and subscribed bef Notary Public Print Notary's Name A NMJ My Commission Expires /74Y a0 i 4 Prepared by JA7 S • R ; (11 Address: Y S 'edleJ / PL ,?3i S' °I 7 (J • -. w = L S ' 1-I = / S cook) — S; e6' -e1 gPisiDe-rv., .3[1 F _10 t �, ,i � Sko L ¶L z. S - . R � 14 a '. 1n M 1 X- 0 3 77 111 S _f' X s•fP s (=' F/D _ v , to 7-9 , 1.L {► x5 ':-*-55.. ` a 7.s •_. - - r, 3 x71 - CAA J 7_ L . , MAXIMUM DESIGN WIND LOADS FOR ANY EFFECTIVE WIND AREA PEAK ROOF HEIGHT (FT.) POSITIVE LO NEGATIVE LO ZONE P 0 ) >0 -15 50.3 -67.3 >15-20 53.4 -71.5 >20 -25 56.0 -74.9 >25 -30 58.2 -77.9 >30 -40 61.8 -82.7 >40 -50 64.8 -86.7 >50 -60 67.3 -90.1 FLORIDA BUILDING CODE 2001 EXPOSURE "C" WIND LOADS DESIGN LOADS FOR COMPONENTS & CLADDING -WALLS & VERT. SURFACES BUILDINGS WITH A PEAK ROOF HEIGHT <_ 60 FEET. BASIC WIND SPEED = 140 M.P.Hi GENERAL NOTES 1. THESE WIND LOADS ARE FOR USE ON GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION AND ARE NOT APPLICABLE TO ESSENTIAL FACILITIES OR PLACES OF ASSEMBLY. 2. TABULATED DESIGN WIND LOADS ARE BASED ON CHAPTER 6 OF A.S.C.E. 7 -98 SPECIFICATIONS FOR COMPONENTS AND CLADDINGS. THE FOLLOWING DESIGN CRITERIA ARE USED: A. PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET. B. EXPOSURE CATEGORY "C" AS NOTED. C. BASIC WIND SPEED (3 SECOND GUST) AS NOTED. D. AN IMPORTANCE FACTOR OF 1.0 FOR CATEGORY 11 STRUCTURES. NOT VALID FOR ASSEMBLY OCCUPANCIES OR ESSENTIAL FACILITIES. E. EFFECTIVE WIND AREA AS NOTED. F. ANY ROOF SLOPES. G. ENCLOSED BUILDING: GCpi = ±0.18. IMPACT PROTECTION OF GLAZED OPENINGS REQUIRED. H. DIRECTIONALITY FACTOR, Kd = 1.00. I. TOPOGRAPHIC FACTOR, Kzt = 1.0 FOR FLAT TERRAIN. NOT APPLICABLE FOR HILLY TERRAIN. 3. POSITIVE AND NEGATIVE DESIGN LOADS FOR EXTERIOR WALLS ARE BASED UPON THE PEAK ROOF HEIGHT OF THE BUILDING OR STRUCTURE. 4. DESIGN LOADS ARE BASED ON EXPOSURE "C" AND ARE NOT VALID FOR EXPOSURE "D ". EXPOSURE CATEGORY SHALL BE AS DETERMINED BY THE BUILDING OFFICIAL OR A SITE SPECIFIC EVALUATION BY AN ARCHITECT OR ENGINEER. 5. LINEAR INTERPOLATION MAY BE USED FOR ALL VALUES BETWEEN TABULATED ELEVATIONS. 6. THEE SCHEDULES REPRESENT AN ACCURATE CALCULATION OF WINO LOACS IN ACCORDANCE WITH TILE GENERAL NCTES. 7. THIS SCHEDULE SHALL NOT BE MARKED UP OR MODIFIED.._ _ 8. WHERE THESE SCHEDULES ARE USED FOR PERMIT, THE CONTRACTOR AND BUILDING OFFICIAL SHALL VERIFY THE USE IS APPROPRIATE FOR A SPECIFIC SITE. 9. THIS DRAWING SHALL NOT BE USED FOR PERMIT WITHOUT THE SIGNATURE, DATE AND EMBOSSED SEAL OF V.J. KNEZEVICH, P.E. k a KNEZEVICH & ASSOCIATES, INC. CONSULTING ENGINEERS • PRODUCT TESTING 1260 N. UNIVERSITY DRIVE, SUITE 180 • FORT LAUDERDALE, FL 33322 TEL (954) 382 -2800 • FAX: (954) 382 -2989 • FLORIDA COA #3205 WEBSRE: WWW.KNEZEVICH.COM • E -MAIL KA@KNEZEVICH.COM COPYRIGHT ® 2002 KNEZEVICH & ASSOCIATES, INC ALL ROOF SLOPES BUILDINGS 60 FT. FLORIDA BUILDING CODE 2001 COMPONENTS & CLADDING 140 M.P.H. V.1. KNEZEVICH PROFESSIONAL ENGINEER FL License No: • - . 'i 0983 no data 0 03 /04/02VJK drawn by MCR design by VJK checked by VJK 6 200[ date description ISSUED 03/21/02 VJK GENERAL REVISION 2 03/28/02 OLB DELETED IH.V.H.Z.I drawing no. 02 -279 sheet 1 of 1 r I� Ii.\IIOAOE PRODUCT CONTROL NOTICE OF ACCEPTANCE \rI:(ntic Shutters Inc. 15421 \ cst Dixie Hwy. Bay 23 North Nliami Bch ,FL 33162 Your application for Notice of Acceptance (NOA) of: 0.063" Aluminum Storm Panels Shutter under Chapter 8 of the Code of Miami -Dade County governing the use or Alternate Materials and Types et Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the rieht to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building_ Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0124.15 EXPIRES: 03/26/2006 APPROVED: 04/12/2001 ('IIAI%II -UAI)E COUNTY. FLORIDA \•IETRO- r), \OF FLAGLL•R BUILDING BIJILDING CODE COMII'LIANCE OFFICE: METRO- 1)ADI:. FLA( ;I.rR 111111.1)1M; 11O \VNS'r F1., \(;I.F.R S'rRI:I:'I. St!! IT I,,,); -.05);-5-294)i F r :05 75.:,)f Y ( () \ - rui I.I('t•:NsI\(:51•:( (.i0.`) 375 -2527 I'.\.'( Co:;) 1 75.25' '� CONTRACTOR R.\("TOR 1•:NFOR('F., \IF:. \'r I)I■ INI1)\ 005) 3-5.2%6 P: \\ (305, 375 1'1(()I)1•("r CONTROL 1)1\'1.10\ ( 11 ) 375 -2902 P:\.\ (305) 372 Raul Rodriguez Chief Product Control Division TFIIS IS THE COVERSFIF,ET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL, CONDITIONS BUILDING CODE & PRODUCT REVIEW COIrIMITTF.E This application for Product Approval has been reviewed by the l3CCO and arrrmved by the Building Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions set Iorth above. Francisco J. Quintana. Director i\Iianli -Dade County Iluil(line Code Compliance O17ice ) : 04 S 0001) pc2O00 11 eemplates \notice accepunce cover page.dot Internet mail address: postmaster Pbuildingcodeonline.com • llontepage: hltp:/ h\\ww.hnildinacn(Iennline.cnn) Atlantic Shutters, Inc. ACCEPTANCE No. : 01-0124.15 .APPROVED 04/ 12i2001 EXPIRES 03/26/21)06 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS t SCOPE This revises and renews the Notice of Acceptance No. 99- 0203.02. which was issued on March 4. 1999. Et approves an 0.063" aluminum storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for iMiami- Dade County, for the locations where the pressure requirements, as determined by SF(3C Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 0:063" aluminum storm panels shutter and its components shall be constructed in strict compliance withthe following documents: Drawing No. 01 -210, titled " 0.063" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated January 18, 2001, sheets 1 through 7 of 7, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion. contamination and damage at all times. 4. INSTALLATION This 0.063" aluminum storm panels shutter and its components shall he installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or loco, city, state and the following statement: "Miami-Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the Ibllowinu: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice o!' Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida l)uildint_ Code (SF BC) in order to properly evaluate the installation of this system. 4. ✓u.. .- ((clmy A. Makar, 1'.I1. - Product Control Examiner Product Control Division 2 1 Atlantic Shutters, Inc. ACCEPTANCE No.: 01-0124.15 APPROVED 04/12/2001 EXPIRES 03/26,2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of'this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data. engineering documents, are no older than ci_irt (3) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the codc changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in Ole materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (throu h the filing of a revision application with appropriate fcc) and granted by this office. g 5 . Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawinus and other documents, where it applies. shall he provided to the user by the manufacturer or its distributors and shall he available for inspection at the job site at all time. The engineer needs not reseal the copies. 3. Failure to comply with any section of this Acceptance shall he cause Ior termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF TIIIS ACCEPTANCE 3 IIclnry A. fr'ikar, 1'. E. - Product Control Examiner Product Control Division 1111,,VNE INACTIVE ASTRAGAL RETAINER BOLTS (4) BOLTS TOTAL. (2) 8.0" L. x .312" DIA. t TOP & (2) 8.0" L. x .312" DIA. ® BOTTOM SEE NOTE 5 SHT. 4 1.15" I 1IN. EMB. SEE NOTE 1 SHT. 4 0 3 HORIZONTAL CROSS SECTION AT ASTRAGAL W//ITEM 126 WINDJAMBER W1768.1 SEE DESIGN PRESSURE RATING CHART SHEET 1 .15 MIN. C -SINK SHIM THK HORIZONTAL CROSS SECTION LATCH JAMB TO BUCK ACTIVE Z _ 2 W • z •a Z = w � • a INACTIVE Z Y • Z •a EXTERIOR INTERIOR C 2 HORIZONTAL CROSS SECTION 3 HINGE JAMB TO BUCK .15" MIN. C -SINK ASTRAGAL RETAINER BOLTS (2) TOTAL, (1) 9.0" L. x .312" DIA. ® TOP & (1) 9.0" L. x .312" DIA. ® BOTTOM SEE NOTE' ® 2 SHT. 4 OPTIONAL ASTRAGAL 0 3 HORIZONTAL CROSS SECTION AT ASTRAGAL W /ITEM #18 IMPERIAL ASTRAGAL SEE DESIGN PRESSURE RATING CHART SHEET 1 .25" MAX. SHIM THK. • ALUM. RETAINING SLIDE (3) 1.0" x 4.5" x 0.555" .15" MIN. EMB. Mi V iva SEE NOTE 8 SHT. 4 OA1E: 09/ 11/01 SC&E: N.T.S DWG. BY TJH CHK. BY RW oaAwINC No.: S -2104 ACTIVE PRODUCT REVISED es complying -Rh the Horeb B Code e•ara;p Ds ( 14 . 1 1 : , L Coettol m a 0 a n i z 0 N 1 I1/ BUILDINGI. CONSULTANTS. INC 813.659 9197 SHEET 3 OF SEE NOTE 5 SHT. 4 (1 s . � Y ti N SEE NOTE 3 SHT. a SEE NOTE 4 SHT. 4 SEE NOTE 7 SHT. 4 SEE NOTE 9 SHT. 4 SEE NOTE 6 SHT, 4 HORIZONTAI CROSS SECTION 4 AT SIDELITE TO LATCH JAMB. TYP. 1.0 ", 2 Y w � •a NOTES: 1. SPACING FOR #8 x 1" PFH SCREW ATTACHING THE WINOJAMBER ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: TOP DOWN; 1.0 ", 3.0" & 5.0 ". FROM THE BOTTOM UP; 3.0 ". 5.0 ", 20.0" & 38.75 ". 2. SPACING FOR ITEM 41 #10 x 1" PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; 1.0 ". 2.5 ", 4.0 ". 5.5 ", 13.0 ", 18.0" & 26.0 ". (14 PFH SCREWS TOTAL) 3. SPACING FOR j'8 x 1 1/2" PLASCREW I5 AS FOLLOWS; TOP & BOTTOM; (2) SCREWS 3.0" IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN ON THE SIDES; 3.0 ", 13.0 26.0 ", 39.0 ", 52.0" & 63.0 ". 4. SPACING FOR BRAD TRIM NAIL 3/4" L. ATTACHING THE QUARTER ROUND TO THE SIDELITE IS AS FOLLOWS; TOP & BOTTOM; 1.25" IN FROM EACH HORIZONTAL CORNER WITH (1) MORE NAIL IN THE MIDDLE. SIDES; 1.25" FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 5. WHEN ATTACHING THE STRIKE PLATE 70 THE JAMB AND BUCK USE #8 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE 18 x 2." PFH WOOD SCREW. 6. SPACING FOR #8 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED, A TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION. 7. THE SIDELITE IS SECURED INTO THE SIDELITE JAMB WITH SILICONE CAULK ON THREE SIDES & 3/8" x 3/8 ". 1/4 ROUND & BRAD TRIM NAIL x 3/4" L. 8. WHEN ATTACHING THE HINGE TO 714E JAMB AND BUCK USE 110 x 2" PFH WOOD SCREW. WHEN ATTACHING THE HINGE 70 THE JAMB AND SIDELITE JAMB AT THE MULLION USE #10 x 1 3/4" PFH WOOD SCREW. 9. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM #44 A 1" TRIM NAIL SPACED A MAX. OF 12" ON CENTER. 10. SPACING FOR ITEM 150 THE #6 X 1 1/2" PANHEAD SCREW ON THE TRINITY SIDELITE FRAME IS AS FOLLOWS: FROM THE TOP DOWN ON THE SIDES (5) AT 3.25 ". 18.0625 ", 32.8125 ", 47.5625" & 62.625 ". THE TOP & BOTTOM (1) SCREW AT 4.4375 ". 0 INTERIOR EXTERIOR O Iv1 SEE NOTE 6 SHT. T ) O 4 HORIZONTAL C ©SS SECTION e AT SIDELITE 70 HINGE JAMB. TYP. SEE NOTE 7 SHT. 4 1.15'1 MIN. EMB. • .25" MAX. SHIM THK. , 75" MIN. COUNTERSINK SEE NOTE c 9 SHT. 4 SEE NOTE 4 SHT. 4 SEE NOTE 7 SHT. 4 SEE NOTE 8 SHT. 4 SEE NOTE SEE NOTE 3 SHT. 4 4 SHT. 4 SEE NOTE 3 SHT. 4 z W 5g N 1. y 2 z � v EXTERIOR INTERIOR 33 HORIZONTAL CROSS SECTION 4 AT SIDELITE TO BUCK, TYP. PRODUCT RE VISF,D n tea plyteg feint the FMii B><Mhg Code Acayaw No 02s121 1.1 E Ecpilet .. n «er- - I Br Mlelcl :'!" fe • c ri Comm.! CO -- VI VI U 3t ZZ O ct o u, BULL.DING CONSUtT.NTS, INC 813.659.9197 Z 0 In rr DETAIL F HEADER WINDJAMBER ASTRAGAL RETAINER BOLTS HEADER STRIKE PLATE DETAIL C HINGE TO JAMBS & DOOR SEE NOTE 5 SHT. 4 OPTIONAL DETAIL F HEADER IMPERIAL ASTT2 AL RETAINER BOLT HEADER STRIKE PLATE SEE DETAIL "F" SHEET 5 DOUBLE DOOR ANCHORING LOCATIONS • SEE DETAIL 1 G SHEET 5 DETAIL J STRIKE PLATES TO JAMBS SEE NOTE 5 SHT. 4 SEE NOTE 5 SHT. 4 SEE NOTE 5 SHT. 4 tci n DETAIL H STRIKE PLATES TO WINDJAMER ASTRAGAL OPTIONAL DETAIL H STRIKE PLATES TO IMPERIAL ASTRAGAL 3 "-{ 11 SEE DETAIL J SHT 5 TYP. TYP. O 3" -I I- 4.5" - - -i -6 -1 - 3" DETAIL K SILL WINDJAMBER ASTRAGAL RETAINER BOLT HOLES 4" 6 " 3" - SEE NOTE J 6 SHT. 4 -© O I- 3" 3" -I I I TYPI 1 4"- 6" : 6" -1 t 3" 3 1- 3" 4.5" SINGLE DOOR W /SIDELITES ANCHORING LOCATIONS ASTRAGAL RETAINER BOLT HOLES MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE MASONRY DEEP ENOUGH FOR A 2" THROW SEE DETAIL G SHEET 5 OPTIONAL DETAIL K SILL IMPERIAL ASTRAGAL RETAINER BOLT THRESHOLD STRIKE PLATE PRODUCT REVISED or coo plying with the ilorlri+ DnklIt g Cud:. .At:cwLCR NO E&pinulo Dole By Miami r ;!� :�... Control uiv'1 n S 2 of 0 u 0 2 Z O w OuILDING CONSULT INC 813.659.9197 DATE: 09/ 1 1 /0 SCALE: N. T.S . OWC. Or: TJH DNR. Err RW DRAWING NO.: 5 -2104 5NEE1 5 Or 7 2 Y ,n N 3 " --{ F-— 3 — 6" 3" 4.5" EXTERIOR • SEE NOTE 10 SHT. 4 0.5" GLASS BITE GI AZINn DETAIL INSULATED TEMPERED GI AS$ TRINITY LITE FRAME SEE DETAIL "F" 7 - SHEET 5 { - - 3" 6" — 1 3- L 3" 3" L 3 — I o- TYP. TYP. I I -- 3 P. L 3 "-I F- SEE NOTE 6 SHT. 4 � f 16 ' I I TYP. O 1I I 11 3" TYP. SEE DETAIL f H SHEET 5 SEE NOTE/ 6 SHT. 4 SEE DETAIL r K SHT. 5 16 TYP. ©— I TYP. TYP. 1/8" TEMPERED GLASS INTFRIOR 3" AIR SPACE fi 3" 1— 3" 3" .. 6" — It. 4.5" '. ..'DU.. DOUBLE DOOR W /SIDELITES ANCHORING LOCATIONS 1/8" TEMPERED GLASS SEE DETAIL G SHEET 5 0.5" GLASS BITE SEE NOTE 10 SHT. 4 GLA71NG DETAi 7/2" INSULATED TEMPERED GLASS TRINTIY LITE FRAME EXTERIO INTERIOR 1/8" TEMPERED GLASS 1/4" AIR SPACE 1 /8" TEMPERED GLASS 6" 01 SEE DETAIL J SHT. 5 - 1 r 1 I I TYP. TYP. TYP 0 o-- - 16 I TYP. 1 — SINGLE DOOR ANCHORING LOCATIONS EXTERIOR 1--6" —1 1— 6.. INTERIOR 0.5" GLASS _ BITE SEE DETAIL G SHEET 5 SEE NOTE 3 SHT. 4 .QLA7ING DETAIL 1/8" TEMPERED GLASS ODL LITE FRAME 1/8" TEMPERED GLASS O /TODOCT REVISED icLc Floc tea PlYlnp `� tCt Aert.8 ° G J � .i Dee BY Mk¢ 01 nct Coto ml 2 } 9 1 .. ? „.. 0 N� » 0 b ") - O O O Z Ln 0 In w CO SULTANTS INC 813.659.9197 J DATE 09/11/01 TOlI ,•. 81 TJH r RV; —210 s••Er 6 or 7 OUTSWING BUMPFACF THRFSHOI LOW PROFILE .050" EXTRUDED ALUMINUM DRILL TRU FOR A#8 PFH WOOD SCREW 2PLCS 3.0" DRILL TRU FOR .357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER 11 WR STRIK P 7 STEEL PLATE in e 1.67" 0 LVL LATCH STILE -j — .125" 2.4375" --1 38 LITE FRAME ODL HP POLYPROPYLENE (THERMOFIL- P6- 30FM0391) -1 I .513" -1 1.75 " 2.521" TRINITY LITE FRAME LUPOY ELI-5007 1/2" GLASS FRAME h OPTIONAL IMPERIAL ASTRAGAL EXTRUDED ALUMINUM .075" WALL ASTRAGAL HAS (1) 9.0" L. x .312" DIA. BOLT ® TOP & (1) 9.0" L. x .312" DIA. BOLT ® B0TTOM 11 DOOR TOP & HINGE STILE - ° co n I O 0 --I 0" .525" 1- COMPRESSION WEATHERSRTIP SCHLEGEL Q -LON WS 650 I I 1.013" I 1— 1.75 - " - I 2.521 " TRINITY IITF FRAMF LUPOY EU -5007 1" GLASS FRAME 0 0 N L -4- 097 4 x 4 STEEL DOOR HINGE .097" THK. STEEL BY HAGER 10 O O O O O 12 1.73" 1 DOOR STEEL EDGE CAP. BOTTOM .021" ROIL FORMED STEEL .25" _` (- N ASTRAGAL W /NOJAMBER (WR68J T - 6063 EXTRUDED ALUMINUM 11.875" ASTRAGAL HAS (2) 8 . .0" L. x .312" DIA. BOLTS ® BOTTOM & (2) 8 .0" L. x .312" DIA. BOLTS 0 TOP 0 DIA. VARIES W /LOCK USED WOOD LOCK BLOCK. 1. 71 " THK. 15 1- O v • ( CA 0) z • Q C o z oN = Z • = in ! N J - cn YRUDUCTINLVTSF.D empttita iota tie hairs emirs Coist Amway.. No02 AE itxpirx Date 1. Cy D!. 0' N In Z W J 0 ° a m m L, N U a .- z ct O o cc a 0 0' D: U N 0 0 0 2 2 0' W 0 N 0 0 Z N Z 0 V1 a BURDING CONSULTANTS. 'NC 813.659.9197 DATE: 09/1 1 /01 scxc N. T.S. DwG. Br: TJH RW O0+Aw00 NO: 5 -2104 SHEET 7 or 7 w M1AA;1•DADE PRODUCT CONTROL, NOTICE OF ACCE?TANCE DAB Door Company, Inc. 12195 NW 98 Avenue Hialeah Gardens ,FL 33018 Your application for Notice of Acceptance (NOA) of: Sectional Residential Garage Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types o Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure the product or material at any time from a jobsite or manufacturer's plant for quality control testing. I-f th product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend tl use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Floric Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0516.03' EXPIRES: 08/09/2006 Raul Rodriguez Chief Product Control Division THIS IS TIIE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC ANI) GENERAL CONDITIONS I3UILI)ING COI)I; & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildir Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions s forth above. APFROVED: 08/09/2001 \\ sO4S000I \pc2000 \ \ templates tnoucc cccpuncc cover page dot I ntcrnrt n ..H re ss: p ost as t o (ii:l)u iltlinv,c o dcn nlinc.c ont MIAMI -DADE COUNTY, FLORID, METRO -DADE FLAGLER 13UILDINt BUILDING CODE CO\11'LIANCE OFFIC METRO-DAD1 FLAGLER BUILDINt 140 WEST FLAGLER sTREEr. SUITE 160 MIAMI, FLORIDA 33130 -156 (305) 375 -2901 FAX (305) 375 -290 CONTRACTOR LICENSING sl•:Crto (305) 375 -2527 FAX (305) 375.25` CONrRACIOR ENFORCEMENT DIVISI( (305) 375 -2966 FAX (305) 375.29( PRODUCT CONTROL DIVISIO (305) 375 -2902 FAX (305) 372.63: Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Oflic' Itontcp i c: Ittt1):// svww.I)uiltlingcaticonlinc•.com DAB Door Company, Inc. ACCEPTANCE NO: 01- 0516.03 APhRovED: AUG 0 9 2001 EXPIRES: AUG 0 9 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a Sectional Steel Door as described in Section 2 of this Notice of Acceptance, designed to col with the South Florida Building Code, 1994 Edition for Miami -Dade County (SFBCC) for the locations wlr the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure rating vat indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Dab Sectional Door and its components shall be constructed in strict compliance with the following documents: Drawing No. 01 -09, titled "Sectional Residential Garage Door" prepared by AI- Farooq_Corpora dated 02/01/01 with no revisions, Sheet I to 3 of 3. It bears the Miami-Dade County Product.Control.Apprc stamp with the Notice of Acceptance number and approval date by Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Units with dimensions equal to or smaller than those shown on the approved drawings shall qualify under tl approval. 3.2 This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Nc of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to AST; 8 by a Dadc County Approved Laboratory selected and paid by the manufacturer. Every 3 months, 4 times year the manufacturer shall mail to this office a copy of the Test Reports with confirmation that the spccinr were selected from coils at the manufacturer's production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 39,000 PSI or more shall be used to make door panels fc Dadc County under this Noticc of Acceptance. 4. INSTALLATION 4.1 The Sectional Door and its components shall he constructed in strict compliance with the approved drawin t.2 The installation of this door does not require a Hurricane Protection System 5. LAI3ELING 5.1 Each door shall bear a permanent label with the manufacturer's name or logo, city, sthtc and the following statement: "Miami -Dadc County Product Control Approved 6. BUILDING PERMIT 6.1 Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance, including two copies of the approved drawings as identified in section 6.1.2 Any other document required by the Building Official or the SF13C in order to properly evaluate ti installation of this system. Candid() Font, Pk, Sr. Product Control I .xantiner Product Control Division DAIS Door Company, Inc. ACCEPTANCE NO.: 01-0516.03 APPROVED: AUG 0 S 2001 EXPIRES: AUG 0 9 2006 NOTICE OF ACCEPTANCE STANDARD CONDITIONS • 1. Renewal of this Acccptancc (approval) shall bc considered after a renewal application has been filed and the orit. submitted documentation, including test- supporting data, engineering documents, are no older than eight (8) yc: 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals 8f Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the pro is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no lo practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture oldie product or process shall automatically b cause for termination of this Acccptancc, unless prior written approval has been requested (through the filing of revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acccptancc: a) Unsatisfactory performance of this product or process. b) Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or any other purpose. 6. The Noticc of Acccptancc number prcccdcd by the words Miami -Dade County, Florida, and followed by thc expiration date may be displayed in advertising literature. If any portion of the Noticc of Acccptancc is display then it shall bc done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall bc provid the user by thc manufacturer or its distributors and shall bc available for inspection at the job sitc at all time. 1 engineer !iced not reseal the copies. 8. Failure to comply with any section of this Acccptancc shall be cause for termination and removal of Acccptanc 9. This Noticc of Acccptancc consists of pages I, 2 and this last page 3. Candido Font, PE, Sr. Product Control Examiner Product Control Division END OF TIIIS ACCEPTANCE -3- 1 ' BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. 317525 Highway 97 N. Chiloquin, OR 97624 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 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 "Jeld- Wen®" 6'8" W/E Outswing Opaque Insulated Steel Door w/wo Sidelites- Impact Resistant APPROVAL DOCUMENT: Drawing No. S -2104, titled "Outswing Opaque Wood Edge Steel Door Up to 107" x 6 -8 Unit ", sheets 1 through 7 of 7, prepared by R.W Building Consultants, Inc., dated 9/11/01 with revision 3 dated 10/22/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL, of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, 1br sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 1218.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Jainie Eisen, P.E. NOA No 02- 1211.13 Expiration Date: August 15, 2007 Approval Date: January 30, 2003 Page 1 DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REOUIREMENT IS NEEDED) UNIT TYPE POSITIVE NEGATIVE SINGLE VI /WO SIDELITES +66.7 psf -70.0 psf DOUBLE W /WO SIDELITES (WINDJAMBER II ASTRAGAL) +66.7 psf -70.0 psf DOUBLE W /WO SIDELITES (IMPERIAL ASTRAGAL) +57.0 psf -57.0 psf TABLE OF CONTENTS SHEET f/ DESCRIPTION 1 GENERAL NOTES AND TYPICAL ELEVATIONS 2 VERTICAL. CROSS SECTIONS & BILL OF MATERIALS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS & NOTES 5 ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS & GLAZING DETAIL 7 U1JIT COMPONENTS JELD -WEN® Steel WOOD EDGE OPAQUE INSULATED STEEL DOOR OUTSWING 6 - UNITS W /AND W /OUT SIDELITES GENERAL NOTES t. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 70 THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I. 5. THIS SYSTEM MEET THE WATER REOUIREMENTS FOR "HIGH V HURRICANE ZONES ". SEE NOTE BELOW DESIGN PRESSURE CHART. 6. THIS SYSTEM REOUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE FOR THE SIDELITES ONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. _ J RESIDENTIAL INSULATED STEEL DOOR (Common to on frame conditions) Door Leof Construction: Foce sheets: 24 ga. (0.020 ") minimum thickness, Galvanized steel A -525 commerciol quality - AKDO per ASTM 620 with yield strength Fy(ove.)= 23.675 psi. Core design: Expanded polystyrene with 1.0 to 7.25 lbs. density, by Jeld -Wen. Inc. Ponel Construction. The active and inactive panels ore constructed from 24 ga. (0.020" min.) golvonized steel. The Tote sheet top and bottoms are bent 90' over the top and bottom roils. The lop roil consists of LVL measuring 1.57" x 1.042. the bottom roil is roll formed 0.021" golvonized steel measuring 1.67" x 1.21" with o 1.645" x 3.0" x 0.831" piece of pressed fiber boord at eoch corner attached w /0.5' x 2.0" wire sloples. The sides of the face sheet ore roll formed into the LVL latch stile and pine hinge stile measuring 1.67" x 1.0 ". The inferior cavity is filled with polystyrene. The foce sheets ore glued to the polystyrene. Sash Construction: The sash is constructed from 24GA. (0.020" min.) golvonized steel. The edges of the lace sheet ore bent 90' over the polystyrene core and glued to il. The sashes ore routed to receive the ODL (HP Polypropylene - Thermofil P6 30FM0391) & Trinity lite frames. The units ore glazed with 0.125" tempered gloss. The life frames ore wet glazed on the exterior. Frame Construction- The fromes ore constructed from Pine jambs measuring 4.563' x 1.25 ". The heod jambs ore mortised and butt joined to the side jambs and attached with (3) 16 go. 2" x 7/16' crown wire sloples. The units use o bump face threshold measuring 4.041' x 1.0 ". The threshold is attached to the frame with (3) I6GA. 2" x 7/16' crown wire sloples. -74.5 OVERALL MAX. FRAME WIDTH 36.625" MAX. - PANEL WIDTH - 36" MAX. W /ASTRAGAL PANEL WIDTH 37.5" OVERALL MAX. FRAME WIDTH 36" MAX. PANEL WIDTH - 1 1 t3 0 IN-ACTIVE DOUBLE OUTSWING UNIT 0 ® ACTIVE ® 8 0 U W O ro V 14" MAX. PANEL WIDTH t.r Il 6" MAX. o D.L.O. O WV 14" MAX. PANEL WIDTH U 1 U w 2 a 0 ca O xc 0 ro v 70" OVERALL MAX. FRAME WIDTH r 36" MAX. I PANEL WIDTH - 1 7 e nl ALL UNITS ARE VIEWED FROM INTERIOR 107" OVERALL MAX. FRAME WIDTH 36.625" MAX. v PANEL WIDTH PANEL WIDTH 36" MAX. W /ASTRAGAL .w iN ACTIVE r1 0J% 0 w 4 ID El ACTIVE SINGLE W /SIDELITES OUTSWING UNIT , 15.5" MAX. FRAME WIDTH 14" MAX. PANEL WIDTH 6" MAX. D.L.O. 15.5" MAX. FRAME WIDTH 14" MAX. PANEL WIDTH 0 o co ----k DOUBLE W /SIDELITES OUTSWING UNIT PRODUCT REVISED 1 b roe 9 .181h 'W I& tIaStRott Co* . AarWao 1%02 - 1211.lb GcT{ :at Dm 0 BY / MI.+c J ae ' ,..act Cnntn4 Ub 0 o 3 = = D; 0 w O 0 O U W > 3 in 1 U o o o 0 a DATE Y u K 10 a h N - SC 2X N. T.S. DRAwMC n0.� S -2104 0 0 O W A 0 .D -- 00 Bu+cwnc CONSUI.1sn R 15, ,c 813.659.9197 01. 85 RW 09 /II /O! owo. Bn TJH S.EE 1 or 7 ITEM DESCRIPTION MATERIAL 1 000R PANEL FACE SHEET 24GA. (.021 MIN.) STEEL 2 HEAD JAMB (I 1/4" r 4 9/76" PONDEROSA FINGER JOINTED PINE) PINE 3 HINGE JAMB (1 I/a" x 4 9/16" PONDEROSA FINGER JOINTED PINE) PINE q SIDELIIE BUNK JAMB (I 7/4 x 4 9/16 PONDEROSA FINNGLR JOINTED PINL) PINE 5 4" x 4" BUTT HINGE 12go.(.097 " HAGER) STEEL 6 (/10 X 1" PFH WOOD SCREW (HINGE TO DOOR) STEEL LVL LATCH SIDE STILE (1.67 X 1.0 ") - 8 1/4" x 2 1/2" TAPCON STEEL 9 OUTSWINC BUUPER THRESHOLD (.050' EXTRUDED ALUM. BY P0100) ALUM. 10 COUPRESSION WEATHERSTRIP JSCHLEGEL 0 -LON OBS 650) FOAM 11 TOP RAIL (1.67" x 1.0 ") WOOD 12 BOTTOM RAIL (1.73" x 1.21" x 0.021" THK. MIN. 24GA.) STEEL 13 DOOR HINGE STILE (1.67" x 1.0 ") WOOD 14 1110 x 1 3/4" PFH WOOD SCREW STEEL 15 WOOD LOCK BLOCK (1.71" x 4.0" x 11.875 ") W000 16 1/4" x 2 1/• TAPCON STEEL 17 EXPANDED POLYSTYRENE (1.0 to 1.25 Ib. DENSITY) BY JELO -WEN FOAM 18 OPTIONAL EXTRUDED ALUM. ASTRAGAL (,050" WALL IMPERIAL) ALUM. 19 2x WOOD SUB BUCK WOOD 20 SHIM MATERIAL (.25" MAX. THK.) - 21 KWIKSET TITAN 700 SERIES KNOB - 22 KWIKSET TITAN 700 SERIES DEADBOLT - 23 BRAD TRIM NAIL 3/4" L. STEEL 24 /8 x 2" PFH WOOD SCREW STEEL 25 118 x 2 1/2" PFH WOOD SCREW STEEL 26 ASTRAGAL EXTRUDED ALUM. (WR68J !Y/Nal4//62"R //) ALUM. 27 YALE KNOB HERITAGE SERIES - 28 YALE DEADBOLT HERITAGE SERIES - 29 SILICONE CAULK (CR LAWRENCE 330 SILICONE 30 GLAZING COMPOUND (OSD BY ODL) SILICONE /8 x I" PFH WOOD SCREW (WR68J ASTRAGAL 10 DOOR) STEEL _31 32 3/8" x 3/8" 1/4" ROUND SIDELITE STOP WOOD 33 x 1 1/2" TEK SCREW (LITE FRAME) STEEL 34 SCHLAGE KNOB SET - 35 IF51 SCHLAGE DEADBOLT 0360 - 36 STEEL SIDELITE PANEL 24GA. (.021" MIN. STEEL) STEEL 37 1/8" TEMPERED GLASS (BY PPG) GLASS 38 LATE FRAME (ODE_ HP POLYPROP. THERMOFIL- P6- 30FM0391) POLYPROP. 39 LATCH JAMB (7 I/4 x 4 9/16" PONDEROSA FINGER JOINTED PINE) PINE 40 (/10 x 2" PFH WOOD SCREW STEEL 41 /i0 r I" PFH WOOD SCREW (IMPERIAL ASTRAGAL TO 0008) STEEL 42 3/4" THK. r 4 9J16" DEEP PRESSURE TREATED REINFORCEUENI W000 43 I /4" x 1 3/8 W000 MULLION CAP WOOD 44 I6GA BRAD TRIM Hal I" L. STEEL 45 GLAZING COMPOUND DOW 1199 SILICONE SILICONE 46 LITE FRAME BY TRINITY FOR 1/2" GLASS POLYPROP. 1/2" INSULTED TEMP. GLASS BY TRINITY /AMPAC - LITE FRAME BY TRINITY FOR 1" GLASS POLYPROP 0 1" INSULATED TEMP. GLASS BY TRINITY /AMPAC - LITE FRAME SCREW /6 X 1 1/2" PANHEAD STEEL 1 .. _ 1.75" MIN. PANEL THK. 07 0 2 1 VERTICAL CROSS - SECTION DOOR PANEL SEE NOTE 7 SHT. 4 X . o In —; `= INTERIOR to SEE NOTE 3 SHT. 4 EXTERIOR .725" MIN. GLASS THK. zv 7 - - Z W SEE NOTE t. n z 4 SHT. 4 = - 1.75" MIN. - D PANEL THK. o MEM lira" Arm ilibi lim, dd, 0 2 VERTICAL CROSS - SECTION SIDELITE SASH z 'n w PRODUCT REVISED Nu to.i.1)freg .ky the florid. 84117,8 Code AtNy[. M L-I21t. IL r.1■r1:: Lkt:r I ° tr ct, Cn.:tral IY 0 N co CD rn U Q r- o Z O N 0 z co W - 0 .- 6 ^O • Lu 1 `'1 U a. o.1C 2 O r' LO N o0 z 0 U 0 0 W tr Id z U p � O 0 CONSULTANTS. .0 813.659.9197 09/11/01 SUIC' N. T o»s er TJH c.« e. PW OR0 70 S -210 SttECT 2 tx 7 z 0 to ce 81.25" MAX. OVERALL FRAME HEIGHT MAX. OVERALL FRAME HEIGHT 80.0" MAX. PANEL HEIGHT