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WS-08-1852Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: December 09, 2008 Inspector: Bruhn, Norman Owner: ASHCRAFT, SHERI Job Address: 307 99 Street NE Miami Shores, FL 33138 -2436 Project: <NONE> Contractor: HOME OWNER Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Block: Phone Number Parcel Number 1132060135480 Lot: Building Department Comments Wednesday, December 10, 2008 Page 1 of 1 Passed `% Inspector Comments CREATED AS REINSPECTION FOR INSP- 100900. CREATED AS REINSPECTION FOR INSP- 99958. No access NB Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, December 10, 2008 Page 1 of 1 1aImIo( Uri Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Roofing Owner's Name (Fee Simple Titleholder) "_ D-2 NE._ Owner's Address City /� e G1N�1 e 5 State BY: Permit No.VVSO ! na Master Permit No. Phone # Zip c3.e Tenant/Lessee Name Phone # Job Address (where the work is being done) "Sk City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name :` "'1 C`J cat.) Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect Engineer's Name (if app1i . e) Phone # Value of Work For this Type of Work: Describe Wo, ❑Alteration Square / Linear Footage Of Work: [New Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * *: * * * ** * * * * * * * * * ** *Fees * * * * * * * * ** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ Bond $ Code E Structural Review. $ * * * ** * **** ** ** ****** * ** ** *** * *** CCF$ CO /CC Technology Fee $ DPBR $ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side --* JA6 1 1� 319 calt-bra MIA I SMOKES VILLAGE 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. 1 Owner or Agent The foregoing nstr�umen/tt w ac owledg efore me day of��i�(, 2004, by J✓IQ%� �I�'n�/I�C w� o its personaalllly�known to me or who has produced r 1 br6—01) 611 3 -0016 As identification and who did take an oath. NOTAR PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) . • g41 "3oc4' • rcg Signature Contractor The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning B'Y': ®__a�a�Ga_ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. (OR) 3737 Lakeport $o ik*ard 76601 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildingcode isse d under the applicable rules and regulations governing the use of construction coo eita idn submitted has been reviewed by Miami -Dade County Product Control Division 4e,Ooard df Rules and Appeals (BORA) to be used in Miami Dade County and other areas lAuthdrity Having Jurisdiction (AHJ). cat be vat, after the expiration date stated below. The Miami -Dade County Product Control Dr4 _i " . arni 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 6'8" W/E Outswing Opaque Steel Doors- L.M.I: wlwo Sidelites—N.I. APPROVAL DOCUMENT: Drawing No. S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0"x 6' -8" with and without Non - Impact Sidelites", sheets 1 through 8 of 8, dated 09/11/2001 with revision D dated 07/11/2007, prepared by PTC, LLC, dated 07/19/2007, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of 41 Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large M L is Approved Impact Resistant Shutters are required for Double Doors and for Sidelites. h unit shall bear a permanent label with the manufacturer's name or logo, city, state and tement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. of this NOA shall be considered after a renewal application has been filed and there has been in the applicable building code negatively affecting the performance of this product. ATION of this NOA will occur after the expiration date or if there has been a revision or change materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of y product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to omply 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 and renews NOA # 02-1211.18 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. Th- , si'tted documentation was reviewed by Jaime D. Gascon, P.E. Jc`c co { 1t �� NOA No. 07. 0731.04 � Expiration Date: August 15, 2012 OVA A Approval Date: December 20, 2007 Page 1 ,Teld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11 /2001 with revision D dated 07/11/2007, prepared by PTC, LLC, dated 07/19/2007, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. • 2. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) 3. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 11/11/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) G. OTHER 1. Notice of Acceptance No. 02-1211.18, issued to Jeld -Wen, Inc. (OR) for their Series "Outswing Opaque Wood Edge Steel Door Up to 107 "x 6' -8" Units ", approved on 01/30/2003 and expiring on 08/15/2007. E -1 Ja me D. Gascon, P.E. Chief, Product Control Division NOA No. 07- 0731.04 Expiration Date: August 15, 2012 Approval Date: December 20, 2007 JELD WEN® Steel 8t0190017 OPAQUES7FEL QUN8M7M! RIPACT000NHAW19N77N& lS67M Ulsle.flE4 GENERALNOTES 1. THE PRODUCT IS DESIGNED 7O COMPLY WITH THE 2004 FLORIDA BUILDING COOE (W/ 2005 & 2108 SUPPIEUEHTS) MD MGR VELOCITY HURRICANE ZONE %MZ' REQUIREMENTS. 2. 1000 BUM BY OTHERS, DUST BE ANCHORED PROPERLY 10 MASTER LOADS 10 71ff STRUCTURE 3. PRODUCT ANCHORS SHALL 00 AS LISTED AND SPACED PER ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO !SASE MATERGY. SHAL BE BEYOND WALL D OR STUCCO. 4. S TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE WRNS. 5. THIS PRODUCT HEELS tiff WATER REGUIRBENTS FOR INHr ZONES. SEE THE DESIGN PRESSURE CHART wow. 6. SIDELRES REQUIRE MWt6 -DADE APPROVED IMPACT RESISTANT SHUTTERS 7. MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR 000115 W/ AN OXXO & XX CONFIGURATION, BUT NOT ON OX. X OR 0X0 CONFIGURATIONS. 8. SDEUiES ARE AN OPTION AND CAN 80 USED 8t A SINGLE OR DOUBIE CONFIGURATION. RE816E10gA1R, TL16221 OOOAH:arxmnnbalhsrneoa+ eft COMPON EST CONDTRUCTION14 Face sheets: 24 ga. (0.020" minimum thickness, Galvanized Steel A -525 commercial quaffty - NON par ASiA 620 wilt) overage minimum yield strength Fy(ave.) =24,6011 psL • Ended polystyrene with 1.0 to 125 Ilse. /cf density, by JELD- Qaor Farrel Construetion�WF!! m The active and inactive panels are constructed from 2434 (0. 020' min.) galvanized steel. The face sheet tops and bottoms are bent scr over the top and bottom rota. The top LVL rail measures 1.67" wide x 1. 042' high. The steel bottom mil is roll formed 0.021' galvanized steel measurinng 1.57' wide x 121' high. The sides of the face street are rot fanned onto the LW. latch stile and Ponderosa Fine hope age which measure 1.67' x 1.0'. The interior cosily b gild with pofyalynene. The face sheets are glued to the polystyrene. • Fnred LRe Coast_ The sash is constructed from 24CA (5020' mb.)gallvanized steeL The edges of the face sheet are bent 90' over the pobtelyrene core and glued to a. The sidelte panels are routed to receive the ODL tip Lite Frames or the carom, Trinity Light France. (See 7 for gkaing details.) The Ete frames are sealed w/ 050 glazing compound on the exter . or. Frerhre Consbuc0os: The frames are constructed from Ponderosa Hain jambs measuring 1.25' wide x 4. 5625' deep. The door and sidefte head jambs are mortised and butt joined to the aide jambs and attached with (3) 16CA 2' x 7/16' crown wire staples. The wilts use a standard bump face Portico threshold measuring 4. 041' deep x 1.0' high. Tiro thrashald Is attached to the frame with (3) MCA. 2' x 7/16' amen wke staples. TABLEOFCCWTENTS DESCRIPTION } GENERAI. NOTES AND TYPICAL ELEVATDAs 2 YERRCAL CROSS SECTIONS AND Bill OF MATERIALS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS AND NOTES 5 ANCHORING LOCATIONS AND DETAIS 6 ANCHORING LOCATIONS AND DETASS 7 0AZW4G DEWS 8 UNIT COMPONENTS .875' TIP. 74.5' MAX OA FRAME WIDTH .125' 38.625• MAX. OAT 38' MAIL DA w AS6Y�CN PANEL WIDTH 81.25' MAX OA FRAME HEIGHT 0.625' .875' 1YP. OOUBIE OUTS2NG BHPACi UNIT (X71 37.75' MAX 0.A s_ 1171l+FR FROM Fxio FRAME MOTH r 38' MNL WIDTH OA ffI. PA El El 80' MAX OA PANEL HEIGHT 81.25' MAX 0A. FRAME HEIGHT v El 0.625' SWHkE OUT5gWNG IMPAL7 UNIT (Xi TABLE f: VfEW5D FROM O1ERiOR 70.25' MAX. 00. FRAME WIDTH .75' .75' MULL. TYP. BAR TYP. .875' 38' MAX 0A iYP. PANEL WIDTH 80' MAX. 0A PANEL HEIGHT 81.25' MAX 00. FRAM: HEIGHT Et PI C7 v 0.75" 0.825' W 975, 107' MAX 0A FRAME WIDTH IYP. 0 .125' --- 75' MULL 36.825' UAX OA PANEL WIDTH W /AS1RACAL BAR 7YP. 36' MAX 0A PANEL VON 80' MAX 00. PANEL HEIGHT 81.25' MAX 0A. FRAME HEIGHT 0.75' SEWN PRESSURE RARNS -legit WEN MOM S IiE0111RENENT B NEED® WM) +65,67 PM -70 P>d ROUBLE DOOR tee QM, cox xxo. MO ■/MO NON-61Plti 5851805 +57 psi -57 t>ef 6 0.625' CO 1E0 v e o • DO 15.5' UAX 0.4 SIDEUTE FRAME WIDTH 14' MAX. 0A PM4I. WIDTH 6' MAX. OA D.L.O. WIDTH 63.125' MAX 0A. DLO. HOW PRODUCT REVISED ea caa:,dyng with are Plualt a Zc.: 1.z Cu* NO 0 E:: r✓ o p fL W)10ade Product comp! Divsiom 50*70 0(851.11 iUPACT UMT r01 W/ VIEWED FROM EXTERIOR 15.5" M4X OA. 50ELTE Flaw WIDTH 14' MAX OA PANEL WIDTH 6' MAX 0A D.LO. WIDTH 1 v 3 83.125' MAX OA 0.1.0. H00110 DOUBLE OU1589NG IMPACT UNIT (011X0) W/ 18X1- OAPACi 518.71175 VI7YlEO FROY 19HTFR1R ygli fp! hl; 1 say C1 oax Erie S. 122 Maeda P. E. No. 41 PTC. 1635 Ocoee nerlde 32855 Street, Sults C25 IWE C5eRaoto I MOM.beffe, ns. 250218 Prepared 8y. LLC Phone: 321- 690 -1788 Roc 321 -690 -1789 sae s- 1-01 SCALE. A.T.S. JWJ ear. or S. SAFFELL PRAWNS Na: S -2104 :sorer 1 aE1 CONCRETE/ MASONRY 1.50° BY OTHERS o.25" ate. VOILLMI (1) MAX. SHIM rtr, • DETAIL ON SHEET 5 1.75" MIN PANEL THK 81.25" MAX. 0.A. FRAME HEIGHT 80.0" MAX. 0.A. PANEL HEIGHT SEE NOTE 9 ON SHT. 4 1..34° MIN. EMEL 1.75' .50" Mald MIN. EWE DIST. ®VERTICAL CROSS SECTION WITH HIGH DAM THRESHOLD .625° CONCRETE/ MASONRY BY OTHERS 1.50" MIN. 0.25" EMB. MAX SHIM CONCRETE/ MASONRY BY OTHERS WAWA ON SHEEr 5arr EE DETAIL SEE NOTE 6 1.75" MIN. m SEE NOTE 3 ON SHT 4 ON SHT. 4 PANEL 714K. "-1-" SEE NOTE 2 ON SHT. 4 81.25" MAX 0.A. FRAME HEIGHT 0.125" MIN. GLASS THK. mama SEE GLAZING DETAILS, SHEET 7 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 SEE NOTE 8 ON SHT. 4 80.0" MAX. 0.A. PANEL HEIGHT SEE DETAIL 7 ON SHEET 5 SEE NOTE 3 ON S 4 1.25" MIN. EMB. .75 .50" MIND MIN. EDGE DIST. VERTICAL CROSS SECTION \2) AT SIDELITE SASH CONCRETE/ 'MASONRY BY OTHERS JIM DESGRIBI2d WIER& 1 DOOR STEEL FACE SHEET 240A. (0.020 MIN.) STEEL 2 FRAME HEAD (FINGER JOINTED PONDEROSA PINE) WOOD 3 FRAME HINGE JAMB (FINGER JOINTED PONDEROSA PINE) WOOD 4 FRAME LATCH JAMB (FINGER JOINTED PONDEROSA PINE) WOOD 5 ex 4" 81)1T HINGE 12ca (BY HAGER) STEEL KITT, 6 #9 X 1 PFH WOOD SCREW (HINGE TO DOOR) 7 DOOR LATCH STILE LVL 8 OUTSWING PEWO BUMP FACE THRESHOLD ALUMINUM 9 BRAD TRIM NAIL 16GA. X 1" (FOR MULLION CAP) STES. 10 COMPRESSION WEATHERSTRIP FOAM 11 DOOR TOP RAIL LW. 12 DOOR 80170144 RAIL STEEL 13 DOOR HINGE STILE (FINGER JOINTED PONDEROSA PINE) WOOD 14 #10 x 1 .3/4" PFH WOOD SCREW STEEL 15 LOCK BLOCK (FINGER JOINTED PONDEROSA PINE) WOOD 16 3/16" MY TAPCON MOOR W/ 1 1/4 MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE (1.0 to 1.25 lb./cf DENSITY) BY JELD—WEN FOAM 18 NOT USED — 19 2x WOOD 4113 BUCK WOOD 20 SHIM (0.25 MAX. THK. HIGH DENSITY PLASTIC OR GREATER) — 21 KWIKSET 400 SERIES KN08 STEEL 22 KWIKSET TITAN 700 SERIES DF-ADBOLT (NOT SHOWN) STEEL 23 8 x 1 1/2" PLASCREW (OM. LITE FRAME) STEEL 24 x 2" PFH WOOD SCREW S7 EEL 25 8 x 2 1/2" PFH WOOD SCREW 18 stria 26 10 x 1 PFH WOOD SCREW (IMPERIAL ASTRAGAL 70 DOOR) STEEL 27 10 x 2" PFH WOOD SCREW STEEL 28 MUUJON CAP WOOD 29 SILICONE CAULK (CR LAWRENCE 33 0) SILICONE 30 GLAZING COMPOUND (QSD BY 000 SIUCONE 31 BRAD TRIM NAIL 1804. x 3/4" (FOR 3/8" QUARTER. ROUND.) STEEL 32 .3/8" QUARTER ROUND sioa.nr STOP WOOD 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MDF 34 SCHLAGE KNOB SET #F51 STEEL 35 SCHLAGE DEADBOLT #B360 (NOT SHOWN) STEEL .36 SIDWTE STEEL FACE SHEET 240A (0.020" MIN. STEEL) STEEL 37 1/8" TEMPERED GLASS (BY PPG) GLASS 38 001.. UTE FRAME SG (SPARTECH POLYCOM PP5530 C13) POLYPROP. 39 PRESSURE TREATED MULLION BAR (3/4" x 4 9/16 x 81 1/41 P.T. WOOD 40 ALUMINUM EXTRUOED ASTRAGAL (BY IMPERIAL) ALUMINUM 41 ASTRAGAL STRIKE PLATE (BY IMPERIAL) STEEL 42 YALE KNOB HERITAGE SERIES STEEL 43 YALE DEAD8OLT HERITAGE SERIES (NOT SHOWN) SItti. 44 SIDELITE FRAME HEAD, SILL AND JAMBS (FINGER JOINTED PONDEROSA PINE) WOOD 45 LITE FRAME BY TRINITY FOR 1/2" 1.0.U. POLYPROP. 46 1/2" INSULATED TEMPERED GLASS (BY TRINITY/AMPAC) GLASS 47 UTE FRAME 81' TRINITY FOR 1" GLASS POLYPROP. 48 1 INSULATED TEMPERED GLASS (BY TRINTIY/AMPACGLASS 49 LITE FRAME SCREW #6 x 1 1/2 LONG PANHEAD (By TRINITY) STEEL 50 GLAZING COMPOUND DOW 1199 SILICONE 51 #10 WOOD INSTAUATION SCREW W/ 1.50" MIN. EMBEDMENT STEEL 52 DOOR LATCH STRIKE PLATE STEEL 53 DOOR LATCH DEAD BOLT STRIKE PLATE STEEL FCC. MC MS Cocaina Stant. Suits C25 Rooldasigs. Florida 355 rare Oeftiffooto of Meat:Won NO MOO PRODUCT REVISED as complying with tce Florida Building Code Acceptance No01.0 DT' • Data 0 Division 5a 1 Prepared By: AP"WIEL, FTC. LLC Phone: 321-690-1788 Fax: 321-690-1789 We 9-11-01 soue N.T.S. 01113. ElYt JWJ oat cro 5. SAFFELL DRAIVO70 NO S-2104 srrar ® HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL PRODUCT REVISED as cm:plying with the Florida Building Cork Acceptance No . • 1.04 Expiration Dam - :J(L� •. BY Mi Division Product coact' ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.31' DM x 9.0' LG. AT TOP & BQTIOM DEWL 1 ASTRAGAL TO STILE ATTACHMENT NOTE REM 24 NOT SHOWN THIS VIEW FOR CLARITY Edo s Arb: a7 Florida P. E. N. 41323 1535 Colima Street. Sidle C25 RoWJe e, rod& 32965 wmrem at xaeammaa ire. 26036 BY OTHERS 1 e a e3 an Prepared BY Phone: 321-890-1788 Fax 321-690 -1789 tom. 9 -11-01 WAD NTS. oea Br:' JWJ cwt. at S. SAFFELL DRAWING 140.: S -2104 SEE NOTE 4 ON SHT. 4 e z 0 0 e SEE NOTE 3 ON SHT. 4 s. EXCEM } I I(/ EXT�'B19@ 1.75' MIN. PANEL THK. Gee PRODUCT Ri 1SED as coe.;,7yiug with the Florida Building Cock Acceptance No O Expiration Division .04 12- SEE GLAZING SHEET 7 SEE NOTE 6 ON SHT. 4 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 0.75 VSEE DETAIL 5 ON SHEET 5 SEE NOTE 5 ON SHT. 4 0 SEE 1407E 5 ON 5147. 4 HORIZONTAL CROSS SECTION 4 AT SIDEUTE TO LATCH JAMB NOTES: 1. SPACING FOR ITEM 126 THE 110 x 1' PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP: 1.0', 2.5°, 4.01 5.5', 13.0', 18.0' & 26.0'. 2. SPACING FOR ITEM 123 THE 18 x 1 1/2' PLASCREW 15 AS FOLLOWS: TOP & BOTTOM. HORIZONTALLY. S1DELfIE PANEL; 3.0° IN FROM EACH CORNER. ON THE SIDES VERTICALLY. FOR THE SIDEUTE PANELS; 3.01 13.0 , 26.01 39.01 52.0' & 63.0'. 3. SPACING FOR ITEM ,31 THE 16GA x 3/4' BRAD TRIM NAIL ATTACHING THE QUARTER ROUND 10 THE SIDEUTE AND ITEM 19 THE 1601 X 1' BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8' QUARTER ROUND) 1.25' IN FROM EACH CORNER WITH (1) NAIL MID —SPAN. ON THE SIDES liERT1Cdt 1 Y (FOR BOT►M QLARIER ROUND & Mlg t i0N CAP) 1.25° FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE 7D THE JAMB AND SIDEUTE ,LIMB AT THE MULLION USE REM 124, A 18 x 2° PFH WOOD SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2' PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, IS AS FOLLOWS: 6.0° FROM DCH VERTICAL. CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDELIIE PANEL IS SECURED NM THE SIDELRE JAMB W/ ITEM 129 SILIC01E CAULK ON THREE SIDES AND 3/8' QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4' LONG. 7. WHEN ATTACHING THE OWE 10 THE JAMB AND BUCK USE REM 127, A 110 x 2' PFH SCREW. WNEN ATTACHING THE HINGE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM 114, A 110 x 1 3/4' PFH WOOD SCREW. 8. SPACING FOR ITEM 149 THE 16 x 1 1/2° PANHEAD SCREW (TRINITY LIIEFRAME) IS AS FOLLOWS: SIDEUTE LREFRAME FROM THE TOP DOWN VERTICALLY. 3.25 ; 18.06251 32.8125 ; 47.5625° & 62.625' SIDEUTE UTEFRAME TOP & ATOM. FROM THE LEFT; ONE (1) SCREW AT 4.4375'. 9. ALTERNATE CONCRETE /MASONRY tNSTALIATION ANCHORS OF EQUP/ALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECD FOR THE PROJECT OF INSTALLATION. 10. USE REM 151 WHEN INSTALLING INTO W001) SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTAWNG INTO MULLIONS USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDEUTE SILLS. CONCRETE/ MASONRY BY OTHERS SEE DETAIL 5 ON SHEET 5 G HORIZONTAL CROSS SECTION \.1.1 AT SIDELI7E TO HINGE JAMB 31 SEE NOTE 3 ON SHT. 4 hl; 0.75' SEE GLAZING DETAILS, SHEET 7 SEE GLAZING DETAILS. SHEET 7 0.125° MIL EXTERIOR INTERIOR SEE 1407E 2 ON SHT. 4 SEE NOTE 6 ON SHT: 4 SEE DETAIL 5 ON SHEET 5 HORIZONTAL CROSS SECTION AT SIDEUTE 70 BUCK 0.25° MAX. SHIM 1.50' MIN. EMBED. Florida P. E No. 41327 1838 co r*, uc Salto cee Madde Florida 32955 MPS a da*8. at rolkorlataao n uao Prepared By: arlIV PTA Plane: 321-6 0 -1786 Fax 321-690 -1789 r, 8 a ave 9— 1 -0 SCALE. MTS. awo. ar JWJ 1 tree ev: S. SAFFELL ORONO NO.: 5-2104 SHEET orb, r,'.' / r / / / //' %/r .. . SEE GLAZING SHEET 7 SEE NOTE 6 ON SHT. 4 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 0.75 VSEE DETAIL 5 ON SHEET 5 SEE NOTE 5 ON SHT. 4 0 SEE 1407E 5 ON 5147. 4 HORIZONTAL CROSS SECTION 4 AT SIDEUTE TO LATCH JAMB NOTES: 1. SPACING FOR ITEM 126 THE 110 x 1' PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP: 1.0', 2.5°, 4.01 5.5', 13.0', 18.0' & 26.0'. 2. SPACING FOR ITEM 123 THE 18 x 1 1/2' PLASCREW 15 AS FOLLOWS: TOP & BOTTOM. HORIZONTALLY. S1DELfIE PANEL; 3.0° IN FROM EACH CORNER. ON THE SIDES VERTICALLY. FOR THE SIDEUTE PANELS; 3.01 13.0 , 26.01 39.01 52.0' & 63.0'. 3. SPACING FOR ITEM ,31 THE 16GA x 3/4' BRAD TRIM NAIL ATTACHING THE QUARTER ROUND 10 THE SIDEUTE AND ITEM 19 THE 1601 X 1' BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8' QUARTER ROUND) 1.25' IN FROM EACH CORNER WITH (1) NAIL MID —SPAN. ON THE SIDES liERT1Cdt 1 Y (FOR BOT►M QLARIER ROUND & Mlg t i0N CAP) 1.25° FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE 7D THE JAMB AND SIDEUTE ,LIMB AT THE MULLION USE REM 124, A 18 x 2° PFH WOOD SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2' PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, IS AS FOLLOWS: 6.0° FROM DCH VERTICAL. CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDELIIE PANEL IS SECURED NM THE SIDELRE JAMB W/ ITEM 129 SILIC01E CAULK ON THREE SIDES AND 3/8' QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4' LONG. 7. WHEN ATTACHING THE OWE 10 THE JAMB AND BUCK USE REM 127, A 110 x 2' PFH SCREW. WNEN ATTACHING THE HINGE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM 114, A 110 x 1 3/4' PFH WOOD SCREW. 8. SPACING FOR ITEM 149 THE 16 x 1 1/2° PANHEAD SCREW (TRINITY LIIEFRAME) IS AS FOLLOWS: SIDEUTE LREFRAME FROM THE TOP DOWN VERTICALLY. 3.25 ; 18.06251 32.8125 ; 47.5625° & 62.625' SIDEUTE UTEFRAME TOP & ATOM. FROM THE LEFT; ONE (1) SCREW AT 4.4375'. 9. ALTERNATE CONCRETE /MASONRY tNSTALIATION ANCHORS OF EQUP/ALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECD FOR THE PROJECT OF INSTALLATION. 10. USE REM 151 WHEN INSTALLING INTO W001) SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTAWNG INTO MULLIONS USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDEUTE SILLS. CONCRETE/ MASONRY BY OTHERS SEE DETAIL 5 ON SHEET 5 G HORIZONTAL CROSS SECTION \.1.1 AT SIDELI7E TO HINGE JAMB 31 SEE NOTE 3 ON SHT. 4 hl; 0.75' SEE GLAZING DETAILS, SHEET 7 SEE GLAZING DETAILS. SHEET 7 0.125° MIL EXTERIOR INTERIOR SEE 1407E 2 ON SHT. 4 SEE NOTE 6 ON SHT: 4 SEE DETAIL 5 ON SHEET 5 HORIZONTAL CROSS SECTION AT SIDEUTE 70 BUCK 0.25° MAX. SHIM 1.50' MIN. EMBED. Florida P. E No. 41327 1838 co r*, uc Salto cee Madde Florida 32955 MPS a da*8. at rolkorlataao n uao Prepared By: arlIV PTA Plane: 321-6 0 -1786 Fax 321-690 -1789 r, 8 a ave 9— 1 -0 SCALE. MTS. awo. ar JWJ 1 tree ev: S. SAFFELL ORONO NO.: 5-2104 SHEET orb, 81.2r MAX. OA FRAME HEIGHT 5 SPACES 0 13.85" 74.5' MAX. OA FRAME WIDTH SEE DETAIL 2 ON THIS SHT. I11 9" TYP. -r TYP. 3" Typ. 11l 5.501 ( 12.5" 70.25" MAX. OA FRAME WIDTH 1 SEE DETAIL 5 OH IRIS SHE TY 122 SEE DETAIL 3 ON THIS SHL DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR 31" 5.50" 1 DETAIL 2 — 0 HEAD JAMB DETAIL 3 — 0 THRESHOLD ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE OUBIL 4 HINGES TO JAMB & DOOR QEDILL—I STRIKE PLATES TO ASTRAGAL. SINGLE D0 RRTH SIDEIJTFS ANCHOR LOCATTONS 101:0_1241:1110148 5.50" 4DG SEE NOTE 4 S101'4 QETAn s STRIKE PLATES TO JAMB 1 1 SEE NOTE 10 \ ON SHEET 4 PRODUCT REVISED as complying with the Plmide Building Co& Acceptance No Expinvion BY Maori ":... Product Control Division SEE DETAIL 4 ON THIS SHT. .15" MR C —SINK. DETAIL 7 COUNTERSINK FOR INSTALLATION ANCHORS Erfo Rodeo P. 6.1323 Pia U.0 1333 Coped Sired Sul* C321 ;BM ensue ,e atl ureteen wa Ness 110 4RN. o Ei d aer Prepared By: APIW'� PTV LLC Item 321 -690 -1788 Fat 321 -690 -1789 are 9 —11 -01 EMS. N.T.S. DWG. IiY: JWJ ant of S SAFFELL B 9W Mar S-2104 BEET OF J 11 1 TYP. — SEE NOTE 5 — — ON SHEET 4 IYP. -® ©_ m Q I 1 . - 5.50" 1 DETAIL 2 — 0 HEAD JAMB DETAIL 3 — 0 THRESHOLD ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE OUBIL 4 HINGES TO JAMB & DOOR QEDILL—I STRIKE PLATES TO ASTRAGAL. SINGLE D0 RRTH SIDEIJTFS ANCHOR LOCATTONS 101:0_1241:1110148 5.50" 4DG SEE NOTE 4 S101'4 QETAn s STRIKE PLATES TO JAMB 1 1 SEE NOTE 10 \ ON SHEET 4 PRODUCT REVISED as complying with the Plmide Building Co& Acceptance No Expinvion BY Maori ":... Product Control Division SEE DETAIL 4 ON THIS SHT. .15" MR C —SINK. DETAIL 7 COUNTERSINK FOR INSTALLATION ANCHORS Erfo Rodeo P. 6.1323 Pia U.0 1333 Coped Sired Sul* C321 ;BM ensue ,e atl ureteen wa Ness 110 4RN. o Ei d aer Prepared By: APIW'� PTV LLC Item 321 -690 -1788 Fat 321 -690 -1789 are 9 —11 -01 EMS. N.T.S. DWG. IiY: JWJ ant of S SAFFELL B 9W Mar S-2104 BEET OF J 81.25" MAX. 0A FRAME HEIGHT 4.5" TYP.- 3' -- --1 6' TYP. 5 SPACES O 13.85" 1 107' MAX. 0.A. FRAME WIDTH 6" TYP. r Tr. SEE DETAIL 2 ON SHEET 5 16.41' TYP. 3" TYR -4 I 9i 3" TYP. -•{ 111 111 13.41 • 1W. 6"1W. 3` 7YP. SEE NOTE 5 ON SHEET 4 SEE DETAIL 5 r. ON SHEET 5 5.501 / SEE DETAIL 3 ON SHEET 5 aDMILLMURLaallEalltrafILMEM VIEWED FROM INTERIOR 3" TYP. r TYP. 7.375" 31' 31° ZIt SEE DETAIL 4 ON SHEET 5 6" 6 SPACES 0 11.54" 81.25' SEE DETAIL 6 1-014 SHEET 5 0A -1 —le HEW FRAME I 36.625" 37.75' MAIL 0.A. h I"-' FRAME WIDTH -1 1 PRODUCT I'..?VIS D as comp:ying with the Florida Bolding Codc Acceptance No O (, 04 Bxpwtio Dino (L BY Product _ SEE IL 7.375' � SHEET DETA 5 4 31' 31' SkaLLOMEMMESMIZEL9Mg AT10NS VIEWED FROM INTERIOR ofk(2_ Flmlda P. E No. 41323 LLC 1535 Coped Street Suite 1:25 Rocidedart Florida 323155 ra2t 4eNiaob of Awhst»ea x0.26030 hi; 1' E 1 3 a %pared By: I° /�. Phan: 321 -690 -1788 Roc 321 -690 -1789 BBB 9 -11 -01 SCE. N.T.S. 13W0 filYs .114,1 a*. 9n 5. SAFTELL ORS ND. S-2104 slur 8 or 8 EXTERIOR INTERIOR GLAZING DETAIL 1 ODL UTE FRAME SINGLE PANE 1/8' TEMPERED GLASS SPARTECH POLYCOM PP5530 C13 GLAZING DETAIL d TRINITY LITE FRAME r INSULATED TEMPERED GLASS LUPOY EU -5007 g 4Z1NG DETAIL 2 0.125' TEMP. TRINNY LITE FRAME GLASS 1/2* INSULATED TEMPERED GLASS LUPOY EU-5007 0.125" TEMP. GLASS +.000LTR[?VISED xi compiying with tha Florida &hiding Code Accep NoO p�!t, 1•D BxpirmrunDato 7LrT" -- Miami ada product Control D vision hfl t3 . Viral Florid* P. E. No. 41323 LLC 1 Red Nottata 32936 AWE amens al ts. z5 Premed 8y. PTC, LLC Phone: 321 -890 -1788 For 321 - 890 -1789 PAM 9— 1 -0 SCALE: MKS. rem or ' RA/ ow. Ert S. S4FFEIL NO S -2104 sty 7 or 8 1.75" --T JLL ` 24GA (0.021") STEEL r- 1.645 --Li 0.831' --- We+i =EL= ESE SEELEMILIK MDF x 3.0" LONG 1.50° Lor 0.62' 7.67 1,4,7,,w4J I Onmat JONXQUAGLIIMIPONDEROSA PINE WOOD ASTRAGAL HAS TWO 0.3125' DIA. x 9 LONG BOLTS; 1 ON TOP, 1 ON 8OTTOM (3608A28826114M6Q3-T6 ALUMINUM 0.53' CY2Qa161321-Ina LVL OCarBESSQUEMZER V.:1 SCHLEGEL Q-LON QDS 650 125° 2.50° r" • 0 so 0.48. 1.00' -1 1— 0.51r L 1 if 1.042- —L CyMilaejta LVL ®112:141EWAIE POLYPROP. 1.11° 1--1- o 1.74' 0.67" n 1-- 0 1.38° - (Thmeakzemzel 021EILTILMELMEE 12021117UM \.:.% (IMPERIAL 0.12e STEW OnLavnguum snal 11.875° DA VARIES WITH dHARDWARE USED (13) KO12aaIME ,_-./FINGE1? JOINTED PONDEROSA PM 4.00" (1). IV .111 .11 POLYPROP. 0.375" 0..375° c-)3./ir QUARTER ROUNQ =LITE STOP PINE (;;; MULLION CAP PINE (81.25° LONG) r- 1.71 --- PP-ODUCTREVISED with the Florida A, • N .07 Bacpiretion Date - aro BY Division rioduotConttet -11-- 0.125° (.6 • /10 ■%," 1-- 2.6r _J L_ 0.097" r-K" HAGER STEEL EMT HINGE x 4 K 0.097" DIX STEEL ®BUTSWING STANDARD BUMP FACE THRESHOLD EXTRUDE) ALUMINUM - BY PEMKO WITH WOOD INSERT 1 0 6- 0 El 8 8 a c.) Ca rev Eno .721.0. Florida P. E. N. 41323 PTC. LLC 1535 Comma Street Suite C25 Rockledge. Soria 32555 EWE Cartillab authorization I 933 Premed 8g: PTC, 1.1.0 Phone 321-690-1788 Fax 321-690-1789 ome 9-11-01 sum N.T.S. DWG. BY: JWJ cxx E; S SAFFEU. DRAWING No- S-2104 slim I_ cc A_ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building, Roofing - Owner's Name (Fee Simple Titleholder) hone # Owner's Address 3 62 -2 £ e 4- laCM27,7n igt OCT 202 B Permit No. WS gS2_/ Master Permit No. City G1 ) ion fate <k L- Tenant/Lessee Name Phone # Zip 3 2 3q Job Address (where the work is being done) ! ��. City Miami Shores Village County Miami -Dade FOLIO / PARCEL # \ . c -- b 2) — 5 L Q Is Building Historically Designated YES NO er Contractor's Company Name Contractor's Address Iii Zip Phone # City State Qualifier Name State Certificate or Registration No. Zip Phone # Certificate of C' ompetency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ $bO Type of Work: DAddition Describe Work: teration' Square /Linear Footage Of Work: ❑New door Repair/Replace ❑ Demolition ******************************Fees*********** Submittal Fee $ Permit Fee $ II O Notary $ 5. /09 Training/Education Fee $ 0.2.(% Technology Fee $ 2.15 Scanning $ 6 . 0 Radon $ DPBR $ Zoning $ 00 * * * * * * * * * * * * * * * * * ** * * * * * * * * * * ** CCF $ 040 CO /CC Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 12453" See Reverse 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. 1 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, BO1TF,RS, 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. 1T' 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 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this ,` ?� The foregoing instrument was acknowledged before me this day of al , 20 01, by 1101 ?Old A4077 , day of , 20 _._, by who is personally known to me or who has produced f -Pt/1S kit/ who is personally known to me or who has produced (45I3o As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: My Commissi * * * * * * * * * * * ** GQC�N pckdog ��4 V. pkaNe ``° ' "` F My Commission Expires: ******************************************* * **** *** * ** * ****** * * ** ** **** *** d''.�� (`,� 21 v Plans Examiner Engineer Zoning Sign: Print: APPLICATION APPROVED BY: (Revised 07/10/07) VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: k DATE: / L 0/ o ADDRESS: 30-2 e_ Ce ei 3-4 ,4,4 a aro oft!, 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). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the • owner must appear in person to complete all applications. State Law requires construction to be done by 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 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 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 means that you 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 cons ction Myself. Initial 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. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required to be issued for reinstate ent of the permit. Initial 3. 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. 4. I understand that the building official 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 St- 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 au attorney. The department will not mitigate any contract disputes. Initial —Col 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. Initial „Ck 7. I understand that if any person gets injured on my construction project–they are entitled to workmen'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. Initial Jek 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initials Was acknowledged before me this 20 day of a , 20 (A' By kiVI ?etrd AShCi f who was personally known to me or who has Produced there License or 7. `/A /1 /S i' 1G 6.1-51 -bb as identification. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. S ° 01' ® 42.5.2 Job Name 4' y-- Date /e, ap--Y BUILDING CRITIQUE SHEET .®; ,e_.€-. Reviewer: 305 -795 -2204 Ext 1430 • • ••• • • • ••• • • • • • •• • . • • • • • • .• .•. E�. f�t • • • • • • •_i • • R • • ' •• •.• • •• •••• • •. .. • • ..•• ••• • • • • • • . w •• • ado SNOLLYIflD ti QNb S31 ' - ALN(lOO ONV 31V1S 141303:111Y WlIM 30 dWOO 01103113115 ld3O 0018 1d3a ONINOZ i-ur"- 51^c-raf+' ((PYc 31VQ e6U11!A SaJO ;5 iuUsiw a3AO ddd -‘.0 :#111,11821d Sol NE- gelhs�= �Yl am, Shores /33133 Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Permit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF ( -) PSF ( +) PSF ( -) PSF a c"0, 06'1003,D3 3Q -51 •CO "xE)" n0 iN\O ) MIAMI• 0 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld Wen Inc. 3737 Lakeport Blvd. Kalamath Falls, OR 97601 SCOPE: NIIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 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 Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series W/E Outswing Opaque Insulated Steel Doors & w/wo Sidelites APPROVAL DOCUMENT: Drawing No. S- 2108 -01, titled "Wood Edge Opaque Steel Outswing ", sheets 1 through 8 of 8, prepared by PTC, LLC, dated 12 -15 -01 Last revised on 10/25/07, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: 1. Doors: Large and Small Missile Impact 2. Sidelites: None. Approved Hurricane Protection Devices, complying w/ FBC, as applicable are required. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 1216.10 and consists of this page 1 and evidence pages E -I and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 07- 0709.07 Expiration Date: August 01, 2012 Approval Date: November 15, 2007 Page 1 ,Teld Wen Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 02- 1216.10) 1. Manufacturer's die drawings and sections. 2. Drawing No. S- 2108 -01, titled "Wood Edge Opaque Steel Outswing", sheets 1 through 8 of 8, prepared by PTC, LLC, dated 12 -15 -01 Last revised on 10/25/07, signed and sealed by Eric S. Nielsen, P.E. B. TESTS (Transferred from file # 02- 1216.10) Original test conducted per SFBC, PA 202 -94, now known as FBC, TAS 202 -94 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, FBC TAS 201 -94 5) Cyclic Loading Test, per FBC TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of outswing Glazed steel door, prepared by Certified Testing Laboratories, Inc., Test Report No. CTLA 697WA, dated 11/12/01, signed and sealed by Ramesh Patel, P.E. 2. Additional test report Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of wood edge outswing glazed steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA- 961W, dated 10/23/01, signed and sealed by Ramesh C. Patel, P.E. C. CALCULATIONS 1. Anchor Verification Calculations, prepared by PTC, LLC, dated 06/20/07, signed and sealed by Eric S. Nielsen, P.E. 2. Glazing complies w/ ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 05- 0921.09 issued to ODL, Inc. for "HP Propropylene Doorlight Assembly", expiring on 1/17/11. 2. Notice of Acceptance No. 07- 0828.01, issued to Trinity Glass International, Inc. for "Trinity Lite Frame" expiring on 7/3/12. 3. Tensile Test prepared by Internek Testing Services Inc., Project No. J99006660 -001, dated 3/30/99, tested per ASTM E84 -97a and ASTM D 1929 -91. E -1 \sL41 \ . OthKcia, Ishaq I. Chanda, P.E. Product Control Examiner NOA No 07- 0709.07 Expiration Date: August 01, 2012 Approval Date: November 15, 2007 Jeld Wen Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERI D ICATIONS (Continue) 4. Photocopy of test report 114884 -1 dated 11/24/98 for "Standard test Method for Rate of Burning of Self - Supporting Plastics in Horizontal position per ASTM D 635 -97; and test report No. 114884 -2 dated 11/24/98 for "Measuring the Density of Smoke or Decomposition of Plastics" per ASTM D 1929 -96; and test report No. 114884 -2 dated 11/24/98 for "Measuring the Density Smoke from the Burning or Decomposition of Plastics" per ASTM D 2843 -93; all the above tests reports are for DC- 1643 -05 Filled Polypropylene Fiberglass & Mica, issued by SGS U.S. Testing Co. Inc. 5. Photocopy 4500 Hours Xenon Arch completed tensile report No. PRI00034 dated December 12, 2000, issued by PRI Asphalt Technologies to ODL for Spartech Polycom PPP5530 -C13, 4500 Hours Xenon Arch exposed samples, Tested per ASTM D 63896a, signed and sealed by Charles L. Thomas, P.E. 6. Notice. of Acceptance No. 02- 0429.11, issued to Trinity Glass International, Inc. for "Trinity Lite Frame" dated 7/3/02, expiring on 7/3/07. F. STATEMENTS 1. Statement letter of conformance and "No financial interest, dated 06 /21/07, signed and sealed by Eric S. Nielsen, P.E. 2. Laboratory compliance letter, as part of above referenced test report. G. OTHER 1. This NOA renews NOA # 02- 1216.10, expired on August 01, 2007. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 07- 0709.07 Expiration Date: August 01, 2012 Approval Date: November 15, 2007 E -2 1. 111 S PRODUCTS DESIGNED 10 COMPLY WITH THE 2004 FLORIDA BUILDING CODE pi 2005 & 2� SUPPLEMEMS AND HRH VELOCRY WHAM ZONE 2. 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE MOORS) PR01'ERLY 7O TRANSFER LOADS TO THE STRUCTURE AND 1O BE REVIEWED BY BUILDING OFFICIAL. 3 PRODUCT ANPIORS SHALL BE AS LISTED NV SPACED PER MINOR LOCAAaN CRAVINGS. AAK2(OR EMBEDMENT TO BASE MATERAL SNAIL BE save WALL TRES= OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PREP RAIWGS. 5. 7181 PRODUCT M EL4 THE WATER REOULREUENIS FOR 'NW' ZONES. SEE THE IMO WE CHART BELOW. 6. SIDELRES REQUIRE UMMI -OADE APPROVED IMPACT RESISTANT SHUTTERS 7. SOEUTES ARE AN OPNON AA1 GAM BE USED W A WOE 0R DOUBLE .r 12 N :.Loll 1i DBliNt tH91AA1 ®9TEII.DOwtlAwnEM_AfrenoEllddond GOMPOSENECONSTRUOT1Offtt Face &wets 24 go. (0.020') minimum thickness, Galvanized Steel A -525 camnerdd aridly - MI00 per ASIM 620 with ovarags ndnhman yield strength Fj'(we.)=30.627 psi. Qgbuletigin Expanded polystyrene with 1.0 to 1.25 tba. /cf density. by JELD-MBN, WC. The active end Inactive panels are constructed hen 24GA (0. 020" min) galvanized steel. The face sheet taps and bottoms are bent 90' over the top and bottom mils. The top IX rag measures 1.67' wide x 1.0• high. The steal bottom ran measures 1.67' wide x 1.21" high. The optional wood bottom rag measures 1.87' wide x 125' high. The sides of the face sheet are roil format ado the IX latch OHfe and Ponderosa Pine hinge stile which measure 1.67' x 1.0! The kdrkr wily Is Mal with polystyrene. The fore Wets we glued to the polystyrene. Fixed LRe CaneL• The sash 1s constructed from 24GL (0.020' mh) galvanized steel. The edges of the fox sheet we bent 90 over the polystyrene core and glued to R. The sideate panels are routed to receive the ODL Up 1Re Frames or the optional Trinity Ugh! Frames. (See sheet 7 For glazing details.) The the frames are wet gland on the interior and exterior. Both under P11* bona are constructed from Ponderosa Pine Jambs measuring 1.25' wide x 4.563' deep. The door and /ideate heed Jambs ore mortised and butt joked to the aide Jambs and attached with (3) 1804. 2" x 7 /16• cram wire staples. 11m salts use a high dam bump fare imperial threshold measuring 5.25' deep x 1.75" high or a standard bump face Pemko threshold measuring 4. 041' deep x 1.0' high. The thresholds are attached to the frames with (3) 16CA 2' x 7/16• cam Wks staplm. TAIIECPOCI47R10 DESCRIPTION 1 GENE2tL NOTES MD TYPICAL ELEVATORS 2 VERTICAL CROSS SECDOIS AND 811, CF MATERIALS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS AND NOTES 5 M CHORNG LOCA110NS AND DETAILS 6 ANCHOR@0 W941ONS AND DETABS 7 GLAZING OETA6S 8 UMT CQt0'ENTS .675' PP. 96' MAX 0A PANEL HEOHT 97.5' MAX. OA FS UE HEIGHT 0.625• - 000810 OUISWAIG IMPACT UNIT 00 11111+90 37.75• MAX. O.A. FROM EXTERIOR RAE WIDTH r 36' MAIL dA PANEL WOTFI v 5tHGt0 0111SVIDS 91PACT MIT 00 VIEW@ FROM FTOFRIOR TABLE 1: • 96' MAX 0A PANEL HENG10 97.5" MAIL OA FRAME HBGNT 7.125• MAX 0A 010. WIDTH 0.75" a625• MA /_ 1 mew we, 5, 107' *X. OA FRAME TH 125' 36.625" MAX OA BAR TYP. DP Pma win 3 MAX. OA VI/ASTRAGAL PAWL 1110111 79.125' MAIL 0A. D.L.O. HUNK SDIGLEE OLOBBIB WPACT 1911► (0X0) W/ Nd4- IMPACT 8(00181'5 vlFw D FROM 01l1Dt1OR 97.5' MAX. 0A FRAME Nff0GHT 1 e 10 MI v 15.5' MAX. 0A 5OEU1E FRAME WIDTH 14' MAX 0A PANEL MOTH 7.125' MAX -- 0A 0.1.0. MOTH 0.75' DESIIN PREESURE RATING-WERE SATER IFW.RAt0U IIEDURRI®4r 6 NOSED W /BMP ME THRESHOLD Warr SWDE DOOR Ltd 61, KC ASS) 11/10 RIN -DOLT SEEMS +50 pm -60 psf +60 pef -60 psf DOME =ft 1 SUMS i&WO +47 pet -43 Pof 447 psf -43 psf /625• 79.125" MAX 0A 010. HEIGHT DOUBLE GIRSIVWG IMPACT ►WIT (011x01 W/ NON-IMPACT SILIEL1fE5 VIEWFD FROM 0 70505 gi g i 6 t 1 hl; i6 akQ io`2S(� Mira EU Florida P. 6. No. 41323 Pre. Ltc CZS 11135 Colima Streak Rockledge. needs 3253 FOPS m.eamee r amre.e.a ea 26115 Prepared By. Ar'''OIL PTC, LLC Phone: 321 -690 -1788 Roc 321 -690-1769 eras. we. prE: N.T.S. owe. sr RN ow arm RW DRMON Nos S- 2148 -01 oasis 1 or .L EE DETAIL 7_..."'" ON SHEET 5 97.5" MAX. 0A. FRAME HEIGHT 1.75" MIN PANEL THK MEM 98.0" MAX. O.A. PANEL 0 HEIGHT 3/16" TRW TAPCON 1.25" MIN. EMB. 1.75* 2.5" MIN, MIN. EDGE DIST. (3) VERTICAL CROSS SECTION V.) WITH HIGH DAM THRESHOLD .825" CONCRETE/ MASONRY BY OTHERS 1.25" 2.5" my.L4 CONCRETE/ MIN. EDGE DIST. MASONRY EMS. BY OTHERS (kill) VERTICAL DROSS SECTION ■,-gi WITH STANDARD BUMP FACE THRESHOLD EE DETAIL 7_,./"."" ON SHEET 5 SEE NOTE 6 ON SHT. 4 SEE NOTE 3 ON SHT. 4 1.75" MTN. PANEL THK SEE NOTE 2 ON SHT. 4 0.125° MIN. GLASS THK. 97.5° MAX. OA. FRAME HEIGHT FOR OPTIONAL //2"& 1" LC. SEE SHEET 17 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 3/16" 1TW TAPCON 96.0 MAX. Q.A. PANEL HEIGHT SEE DETAIL 7 ON SHEET 5 SEE NOTE 3 ON • 4 1.25" MIN. EMB. .75 2.5" MI MIN. EDGE DIST. ® (3) VORTICAL CROSS SECTION AT SIDEUTE SASH CONCRETE,/ MASONRY BY OTHERS 10 COMPRESSION WEATHERSTRIP FOAM 11 DOOR TOP RAIL LW. 12 STEEL. DOOR BOTTOM RAIL STEEL 13 DOOR HINGE STILE WOOD 14 #10 x 1.3/4" PFH WOOD SCREW STEEL 15 LOCK BLOCK LW. 16 3/18 MY TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. STEEL 17 EXPANOW POLYSTYRDIE (1.0 t a 1.25 lb./of DEWITT) BY JELD—WIN FOAM 18 HIGH DAM BUMP THRESHOLD (BY IMPERIAL) ALUMINUM 19 2x WOOD SYS BUCK WOOD 20 SHIM (0.25" MAX. THK. HIGH DENSITY PLASTIC OR GREATER) — 21 KWIKSET 400 SERIES KNOB STEEL 22 KWIKSET 11F 700 SER1E DEADBOLT STEEL =EL STEEL 2.3 x 1 1/2 PLASCREW OM UTE FRAME) 24 8 x 2 PFH WOOD SCREW 25 18 8 x 2 1/2" PFH WOOD SCREW STEEL 20 10 x 1 PFH WOOD SCREW STEEL 27 10 x 2" PFH WOOD SCREW STEEL 28 MULLION CAP WOOD SIUCONE 29 SILICONE CAULK (OR LAWRENCE 33 C) 30 GLAZING COMPOUND (EISD BY ODL) SILICONE 31 BRAD TRIM NAIL 169,a x 3/4" LONG STEEL 32 3/8" QUARTER ROUND SIDEUTE STOP WOOD .33 CORNER BLOCKS FOR STES. DOOR BOTTOM RAIL MDF 34 SCHLAGE KNOB SET IFSI STEEL 35 SCHLAGE DEADBOLT 19,380 STEEL 38 SIDEUTE STEEL FACE SHEET 240A. (0.020' MIN. STEEL) STEEL GLASS 37 1/8" TEMPERED GLASS (BY PPG) 38 DM WE FRAME SG (UNDER SEPERATE NOA) (HP POLYPROP. THEFWOFTL—P6-30FM0391) POLYPROP. 39 PRESSURE TREATED MUUJON BAR (3/4" x 4 9/16 x 97 1/25 P.T. WOOD 40 ALUMINUM EXTRUDED ASTRAGAL (BY IMPERIAL ALUMINUM 41 ASTRAGAL STRIKE PLATE BY IMPERIAL) STEEL 42 YALE KNOB HERITAGE SERIES STEEL 43 YALE DEADBOLT HERITAGE SERIES STEEL 44 =EWE FR4ME HEAD. SILL AND JAMBS (FINGER JOINTED PONDEROSA PINE) WOOD 45 ME FRAME BY TRINITY FOR 1/2" I.G.U. (UNDER SEPERATE NOA) POLYPROP. 46 I/2' INSULATED TEMPERED GLASS (BY TRINITY/AMPAC) MASS 47 LITE FRAME BY TRINITY FOR 1" GLASS (UNDER SEPERATE NOA) POLYPROP. GLASS 45 1" INSULATED TEMPERED GLASS BY TRWITf/AMPAC) 49 UTE FRAME SCREW 18 x 1 1/2 LONG PANHEAD (BY TRINITY) STEEL 50 GLAZING COMPOUND DOW 1199 SILICONE 51 110 W000 INSTALLATION SCREW W/ 1.50" MIN. EMBEDMENT STEEL 52 DOOR LATCH STRIKE PLATE STEEL STEEL 53 DOOR LATCH DEAD BOLT STRIKE PLATE 614.514", ow S. ledian Florida P. E. N. 41323 P1E. 1.1.2 1535 Coppola 82241. 554 C25 11441444. 313.133 32255 03/4 /415E4s5on P3. INNS 11 a al 23- Ce Pg. .C'PP Prepared By: awassamoram. Ar''Allr law P10. LLC Phone: 321-690-1788 Fax: 321-690-1789 Nott 11-15-01 soLa N.T.S. cea. BY: WIN w* .m. DRAWING NO4 S-2108-02 SEE NOTE 2 ON SHEET 1 SEE NOTE 4 ON SHT. 4 CONS J BY OTHERS LW' MlN EMBED. #10 WOOD SCREW 025' MAIL HORIZONTAL CROSS SECTION SHIM LATCH JAMB TO BUCK (NAME SEE NOTE 1 ON SH1 4 tZ10 0 m ®00 1.75 MW PANEL THK SEE NOTE 4 ON VT 4 SEE DETAIL 1 ON THIS SHEET GOO LIME ® HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL • ASTRAGAL THROW BOLTS (2) TOTAL; (1 M 1) 0.31' DM x 9.0' LG. AT TOP & BOTTOM SEE NOTE 1 SHT. DETALT ASTRAGAL TO STILE ATTACHMENT NOTE nu 24 NOT SHOWN TH6 VIEW FOR CIARTIY PRODUCT RENEWED as complying with the Florida Braiding Code Acceptance No 7 O .07 Exptratioo Date .4u6D(,2o1Z A J.c rodoet Coorml ObWhast CONCRETE/ MASONRY BY OTHERS 111 06 � W 8 m Na IOLES%7 talon FiMdarieP. 8. N . 441323 PM. UM UM Copal &Rs t125 Roettlethata l Fan rave O at ams9elke NO. 25933 Prepared By: ANIIMAINIMMONNEW PTC, TLC Alone 321- 690 -1788 Far 321- 690 -1789 DEM 11 -15-01 LFj 14J$ owe. Br: WLN pm Br. RW OWING NO.: 5- 2108 -03 SHEEr y3 DF_11 SEE NOTE 4 ONSHE4 EffiE@ff 1.75' ION. PANEL WK. SEE NOTE 7 ON SHE 4 PRODUCT RENEWED as calataYttet with we Florida Bidding Cede Acceptance Endention � cIZ- SEE DETAIL 4 014 SffEET 5 FOR OPTIONAL 1/2 "& 1"LG SEE SHEET /7 SEE NOTE 6 ON SHE 4 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON 5117. 4 0.75' SEE NOTE 5 ON SHT 4 SEE DETAIL 5 ON SHEET 5 SEE NOTE 5 O ON SM. 4 HORIZONTAL CROSS SECTION \.±1.1 AT SIDELJTE TO LATCH JAMB CVO ES: 1. SPACING FOR ITEM /26 THE 110 x r PFH SCREWS ATT ACHING THE OIPERNL ASTRAGAL TO THE INACTIVE DOOR B AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP 1A 25' 4.0' 5.5' 13.0, 18.0' & 2&0" 2. SPACING FOR ITEM 123 THE 18 x 1 1/2' PLASCREW IS AS FOLLOWS: TOP & BOTTOM. HORIZONTALLY. SIOELII! PANFI: 3.0' 114 FROM EACH CORNER ON THE SIDES. VERTICALLY. FOR THE SIDELRE PANELS: 3.0", 13.5 ", 24.5' 360' 46.0, 57.5 ", 68.5' & 79.0' 3. SPACING FOR ITEM 131 THE 16GA x 3/4' BRAD TRAM NAIL ATTACHING THE QUARTER ROUND TO THE SMITE AND THE MULLION CAP 70 THE MULLION BAR VERRCALLY, IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY: 1.25' IN FROM EACH CORNER WRH (1) NAIL MID—SPAN. ON THE SINES YERRCALLY: 1.25' FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125 A 18 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDEIITE JAMB AT THE MULLION USE ITEM 124, A /8 x 2' PFH W000 SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2" PFH W000 SCREW ATTACHING THE JAMBS TOGETHER AT THE MULLION, IS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (5) MORE SCREWS EQUALLY SPACED ON TIE FIELD, 6. THE SMITE PANEL IS SECURED INTO THE SIDEUTE JAMB W/ REM /29 SILICONE CAULK ON THREE SIDES AN0 .3/8" QUARTER ROUNDS SECURED MM ITEM 131 BRAD TROY NABS x 3/4" LONG. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE BEM 127, A 110 x 2" PFH SCREW W19EN AITACHAVG THE HINGE TO THE JAMB AND SMITE JAMB AT THE MULLION USE ITEM 114, A 110 x 1 3/4" PFH WOOD SCREW. 8. SPACING FOR REM /49 714E 16 x 1 1/2" PANHFAD SCREW (IRINRY L T FRAME) IS AS FOLLOWS: SIDEUTE UTEFRAME FROM THE TOP DOWN VERTICALLY: 5.63' 14.5' 2125", 52.06", 41' 49.75 ■ , 58.56' 67.38" & 76.31' SIDELITE UTEFRAME TOP & BOTi0A1. FROU 1HE LEFT: 3.13" & &88'. 9. USE REM 151 WHEN INSTAUJNG 1NTO WOOD SUBSTRATE AT HEAD & JAMBS. USE REM 125 WHEN INSTALLHNG INTO MULLIONS USE ITEM 116 WHEN 1NSTAWNG INTO CONCRETE /MASONRY SUBSTRATE AT SIDEUIE SUS. MASOTWiT BY OTHERS HORIZONTAL CROSS SECTION AT SiOEUTE TO HINGE JAMB 110 iWOOD SCREW NOTE 2 QSEE NOTE 3 ON SHT. 1 ON5M.4 0.125' MIN. GLASS THK 0.75' SEE N07E 2 014 SHT. 4 SEE NOTE 6 ON SHT. 4 0.25' MAX. FOR OPTIONAL 1/2" & 1' LG. SEE SHEET /7 EXTERIOR INTERIOR FOR OPTIONAL 1/2" & 1" M- gr SHEET n HORIZONTAL CROSS SECTION (SHUTTER R QRDE BUCK E AT SR:5117E ocl a 1 W c) to (2s/ Nielson Florida P. qE. 41323 N N. 41a 1533 CagerroOhlteet. Suite C25 RoStlaa PT Nre ereeme. r Agee as 2151135 Prepared Arl4111SL Phone: 321-690-1788 Fox 321 -690-1789 DM 11 -15 -01 Hue 14.TS. BY: 14114 cw ew RW DR" IN t Nos 5- 2108 -04 so= 4 aF L 97.5' MA1G 0A FRAME HEIGHT r TYP. SPACES 0 1425' 74.5" MAX 0A FRAME WIDTH SEE DETAIL 2 ON THIS SW.. SEE DETAIL 5 ON THIS SHE _ -r V7.; TYP. - 5' N_ SEE DETAIL 3 ON THIS SM. DOOLE.SagRAMMUDELLIELMODEJ.Ming YIEWED FROM INTERIOR SEE DETAIL 4 ON TES SHf. II ll d r ! 10 WOOD SEE NOTE 5 ON SHEET 4 Ca by ©' . ,L, TAPCDN TYP. _ .I 01 0g642 -AHEAD JAMB ASTRAGAL STRIKE PLATE PETAL 3 — 0 THRESHOLD ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR LEN-4 STRIKE PLATES ASTRACAL SINGLE DOOR WITH SIDELRES ANCHOR LOCATIONS YIS ED FRDM INTERIOR 1 1 SEE NOTE 10 N. ` ON SHEET 4 SEE DETAIL 4 ON THIS Siff. to}/5 r) Eft FM& P. 3. w �s"t32s 1335 CogewellPreliblist Sulte 325 Rockledge. Fiorito 32935 rare amaome et katededne w 231311 PRODUCT RUNUP/ED complying with the Milk addlug Code No7 ^n7 47 gsgL.Han Date_Ati4A426 l 1- a1Msion .15' MIN. C -SINK. •)\ DETAIL 7 COUNTERSINK FOR ANCHORS Prepared By ArrAIII AL. Piratic 32I-580-1788 Fax J21-590 -1789 11 -15 -01 N.T.S. a■a. en WLN OM wn RW DRUwma tqa S- 2108 -05 975" MAX RAPE OA HEIGHT tor MAX OA FRAME WIDTH MIR 4.5' TYP.— 3" TYP. --I E- 6 "TYP. 55 i SPACES 0 1425" 9a 9' 71P. 6' TYP. 3" TYP. SEE TETAIL2 ON SHEET 5 15.42' W. 15.42' Tr. 6' TYP. 3" TYP. 1 �� L Illb6i"� 111 1 111 110 WORD SCREW TYP. 111 1 11I ®�! ftoat° TYP. 1 I 03 25 ON NOTE T 4 - SEE DETAIL 5 ON SHEET 5 rz' 1 1 36.625' 3/16" DW E1 TAPCON TYP. 331 T T 1 1 II W. I._ 3" TYP. " r 3 7YP 1 1 -- 3 7YP r . 7YP. f � TV. SEE DETAIL 3 ON SHEET 5 DOUBLE 000R MTh SIDEUIES ANCHOR LOCATIONS VIEWED FROM INTERIOR SEE DETAIL 4 (- ON SHEET 5 8.125' 6" IYP. 13f 25.94' Ece 24" 26" 6 SPACES 0 1425' 6' TYP. 7 SPACES 0 12.21" 975' SEE DETAIL 6 WAX • 1- ON SHEET 5 OA. T—(11 1 HEIGHT 1r 1 • 1 Ei 36.625° 37.75' MAX OA I— FRAME H —I t 16' MY APCON TYP. - 1 I heis SINGLE DOOR WRHOUT SIDELRES ANCHOR LO6MIS VIEWED FROM INTERIOR 2Y /a7 Erb 16613331 1,321da P. E. 26. 41323 P1.uc 1536 cwa Sulta net eaamnee i .sarimeaaa ta. PRODeci•RENEWED atesaipbing with the podms 261216g Code Aseapmaes Na�Z 7p5,P7 E fra11oa Da z t.r n IN 7a1Z 6y k(.tao, I. U.4.44 MIami Dwb' t C•enttae SEE DETAIL 4 ON SHEET 5 hi; CI% PP4' E 1 8 .s. Propmed 9y: adr AI AIL PTT LLC Mona 321 -690 -1788 Fax 321 - 690 -1789 MJE 11 -15-01 SCk e N.T.S. awo. en WLN am BY RW a>pwww was S- 2108 -06 sxtEr or ® GLAZWG DEfAU. ODL LITE FRAME (PER CURB NT NOA) ME PANE v8• TEMPERED GLASS HP POLYPROPYLENE THERMOFIL- P6- 3OFMO391 1.0' MN. GJAZara DETAIL IRWRY IITE FRAME (PER cow NOAZ r MATED TEMPERED GLASS LUPOY EU -5007 GLAZING DETAIL TRINITY LIFE FRAME (PER CURRENT NOA) 1/2' IASUTATED TfMP1RED G[ASS LUPOY EU -5007 PRODUCT RENEWED as emptying with the P7o2Wa Battling haeeptattee 12 I Code Q(�p Wettest Date ( i2 Moat Decte-Pre Dhdsten gi ;11 s 3 0 s tof trfo� Eft 5. Mann Fkaida P. E1323 P1.UC CRS 1535 Cogm5 Stmt. F 32525 ere tademb K amomatlm wo. 25/35 Prepared 8J" Ariv air PTC LLC Phone 321- 690 -1788 Foz 321- 690 -1789 DM 11 -15-01 NENE+ N.T.S. oao. SY: WIN cwt. art RW ammo S- 2108 -07 sir 7 OF 7 0 topeimaugm. I-- 1.67' --I —r 1.25" 11__11._ 1.21" 111:013M2Ifia 19 240.4 (.020") S1EE1 1.75" --I 1.02" I-- 8 6063-T6 ALUMINUM 0.62 1.00' iJ 1.67' C) waOD agium C) auxialiaz I— 1.65" LI 0231" .v.1+414'.+42 r;7N,. 028821128 VI% SMILMEIMILEil. MDF x 3.0 LONG ASTRAGAL HAS TWO .312" 014. x 9" LONG SOLIS; 1 ON TOP, 1 ON BOTTOM 7 Z50" 1 0 0 1.00" 0.14" 0.53" C2) scHamimstailmasmoa cl-tom am 650 ("A- aftrALSIBIEJME V-VOMPERIAL am' STEEL) r- 1.67' -1 r- 0.513' 1— 1.75. —1 I Z52' 0 I (UNTERSEPERATE NOA) BUTSWING HIGH DAM BUMP FACE THRESHOLD !!) 0.051' THK. WALL ALUMINUM - BY IMPERIAL WITH WOOD INSERT Ligg"(2111MVIL x 1.71' Tint 4.00' 1 1.25' _11.013. r_ PassuCiturNswzo sumptrietwfth the Red& glifigkileade AUW21205 No 07-117o f.0 7 /6350ration mbmiDrle" • Dhisima -11-- 0.125' V.% .//;','; • • r/,'k ,4•.‘j 4:N TRINITY 111E FRAME WEN SEPERATE AvA) 0.375' 0.375' 1-7 3/8' QUARTER ROUND JO =HEIM PNE 1.375' c,;\ MUWON CAP ktf./ PINE (97.50" LONG) ODLLIMERM (UNDER SEPERATE NOA) 2040' . 0.097-1—"--11-- JLJL 4.000" MELSIEELJELIffirrE 'C./ 4' x x .097' 71-K STEEL 0.58' 4.04' 1.00' 0 gi.Offirar&BABPULNLE&EILKSW.I2 EXTRUDED ALUMNUM - FIT PEINO WITH WOOD Ito/ s-6-7 Edo 5. Wow Rorido P. E. No. 41323 1536 CogroolPirtriste Sun* 1125 Nodded's. nolido 32955 4100010 0012•0•0006 Xi 25036 Prepared er milmaissolallmr a•-rardzs, 1.1.0 Phone 321-690-1788 Foe 321-690-1789 if 0 1 I I 1 a 8 81 Qom< 11-15-01 sLE N.T.S. 55.5r: YAR crILB1 RW ORAVANO S-2108-08 4EETLO,8 r MIA M IOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Jeld -Wen, Inc. 31725 Highway 97 North Chiloquln. OR 97624 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® Steel" W/E Outswing Opaque Insulated Steel Door w & w/o Sidelites APPROVAL DOCUMENT: Drawing No. DC2005, titled "O /S 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 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 ui the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 00- 1003.03 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02- 1211.12 Expiration Date: April 14, 2008 Approval Date: January 16, 2003 Page 1 Jeld -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. DC2005, titled "O /S 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 on #1 dated 12/11/02. B. TESTS Submitted under NOA No. 99- 1122.01 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94, 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per SFBC 3603.2 (h) and PA 202 -94 along with marked -up drawings and installation diagram of pairs of outswing residential insulated steel doors with sidelites, prepared by Certified Testing Laboratories, Test Report No. CTLA456W, dated October 19, 1999, signed and sealed by Ramesh Patel, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with marked -up drawings and installation diagram of residential insulated steel sidelites, prepared by Certified Testing Laboratories, Test Report No. CTLA 961W, dated October 23, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Calculations, dated October 2, 1999, with addendum dated March 20, 2000, prepared, signed and sealed by Mark Fetherman, P.E. Submitted under NOA No. 99- 1122.01 2. Anchor calculations for fixed lite mounting hardware loads dated 12/02/02, prepared, signed and sealed by Lyndon F. Schmidt, P.E. E -1 ?fall/LLIC) nel er P.E. Product Contro xaminer NOA No 02- 1211.12 Expiration Date: Apr1114, 2008 Approval Date: January 16, 2003 Jeld -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) D. MATERIAL CERTIFICATIONS 1. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA456W, dated September 30, 1999, for steel samples, tested per ASTM E8- 93a, signed and sealed by signed and sealed by Ramesh Patel, P.E. 2. Test Report No. ITS- J99006660 -001, prepared by Intertek Testing Services NA, Inc., issued to Jeld -Wen Research and Development, dated April 8, 1999, for samples of foam, tested per ASTM E 84-94 "Standard Test Methods for Surface Burning Characteristics of Building Materials" and ASTM D 1929 -91A "Standard Test Method for Ignition Properties of Plastics "; signed and sealed by Douglas Keith Tucker, P.E.Jeld -Wen, Inc. 3. Notice of Acceptance No. 02- 0429.11 issued to Trinity Glass International for "Trinity Lite Frame" dated 07/03/02, expiring on 07/03/07. 4. Tensile Test prepared by Certified Testing Laboratories, Test. Report No. CTLA 1078H, dated October 24, 2002, for lite frame material samples, tested for straight pull out, signed and sealed by signed and sealed by Ramesh Patel, P.E. E. STATEMENTS 1. Statement letter of product name change, dated 12/4/02, signed by Steve Strawn. • 2. Statement letter of lite frame revision, dated 12/22/02, signed by RW Building Consultants, Inc. signed by Rick Wright. 3. Statement letter of conformance to Code and no financial interest, dated December 2, 2002, signed and sealed by Lyndon F. Schmidt, P.E. 4. Statement letter of no financial interest, dated October 10, 2002, signed and sealed by Steve Frey. 5. Statement letter naming Rick Wright as the contact person, dated October 10, 2002, signed by Steve Frey. F. OTHER 1. Notice of Acceptance No. 00- 1003.03 issued to Jeld -Wen, Inc., for their Series "Doorcraft +l) Steel" Outswing Opaque W/E Residential Insulated Steel Door w /Sidelites - Impact, approved on 01/11/01 and expiring on 04/14/03. E -2 z, P.E. Product Co i , o1 E . miner NOA No 1 2- 1211.12 Expiration Date: April 14, 2008 Approval Date: January 16, 2003 JELD -WEN® Steel WOOD EDGE OPAQUE INSULATED STEEL DOOR OUTSWING 6-8 UNITS W /AND W /OUT SIDELITES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY i0 TRANSFER THE LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL I3E BEYOND WALL DRESSING OR STUCCO. 4. THIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE FOR THE SIDEUTES ONLY. 5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: —SEE DESIGN PRESSURE RATING TABLE SHEET ONE 6. SIDELITES ARE AN OPRON AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 7. TH15 SYSTEM MEETS THE WATER REQUIREMENTS FOR NIGH VELOCITY HURRICANE ZONES ". SEE NOTE BELOW DESIGNED PRESSURE CHART. RESIDENTIAL INSULATED SILL', DOOR (Common to all frame conditions) Door Leaf Construction: Face sheets: 24 ga. (0.020) minimum thickness, Galvanized steel A -525 commercial quality AKDO per AS1M 620 with yield strength Fy(min.)=24.600 psi. Core design: Expanded polystyrene with 1.0 to 1.25 lbs. density. Construction: Steel face sheets glued to expanded polystyrene (EPS), with wood rails and laminated veneerd lumber stiles and a wood lock block reinforcement. Frame Qonstruct'on• The head jams and side jamljs are mortised, butt- • and joined using three 7/8 x 2 wire staples. TABLE OF CONTENTS SHEET # DESCRIPTION 1 COMMON (GENERAL NOTES, TYPICAL ELEVATION) 2 VERTICAL CROSS SECTIONS he BILL OF MATERIALS 3 HOIZONTAL CROSS SECTIONS 4 HOIZONTAL CROSS SECTIONS 5 ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS & DETAILS 7 GLAZING DETAILS 8 COMPONENTS F-- 74.5" MAX. OVERALL WIDTH F. 6' -8°= 81.25° MAX. OVERALL HEIGHT --- REQUIREMENT IS NEEDED POSITIVE + 53.0 PSF 1 1 1 1 I I lwl wi f 1 V 1 d v © 0 0 D v 0 v l- 1 ,=, , g, o' p O — q Ca v DOUBLE DOOR ELEVATION 37.5' MAX. OVERALL WIDTH v O p 0 v d :o 0 MAX. OVERALL WIDTH -1 _I_ El v v 2 0 fto 0 0 n 0 SINGLE DOOR W /SIDEUTES ELEVATION SINGLE DOOR ELEVATION DOUBLE DOOR W /SIDEUTES ELEVATION COLONIAL 6 ANEL DOOR SHOWN FOR CLARITY OF VIEW (VIEWED INTERIOR) DESIGN PRESSURE RATING 105.25" MAX. OVERALL WIDTH r REQUIREMENT IS NEEDED POSITIVE + 53.0 PSF NEGATIVE ll 1-* lwl wi f 1 V 1 d v 0 v D v 0 / g, w. O [ZL �4� Cr v o D co t0 SINGLE DOOR ELEVATION DOUBLE DOOR W /SIDEUTES ELEVATION COLONIAL 6 ANEL DOOR SHOWN FOR CLARITY OF VIEW (VIEWED INTERIOR) DESIGN PRESSURE RATING X//ON , REQUIREMENT IS NEEDED POSITIVE + 53.0 PSF NEGATIVE — 57.0 PSF 0 Cvs- Tdyw zin LJ 0 Cra tn pmv'J 4,0 Q m cc zz 2 h ti 0 m i O z Approved as emapt1bigwith the Florid idl gCode Date NOAH Miami Dade By 4BUILDONG CONSULTANTS. INC 813.659.9197 COD 9/25/00 scke N.T.S. two. e•: TJH cwc. er: RW DRAWING PTO.: DC2005 SHEET 1 OF 8 0 O PANEL HEIGHT .020" MIN. SKIN 1.75" MAX. PANEL THK. o rao • g N to O W l• .5" MIN. GLASS THK. .020" MIN. SKIN THK. z 2 I 1 VERTICAL CROSS- SECTION (1) ( 2 ` VERTICAL CROSS- SECTION 2 Item DESCRIPTION Material 1 HINGE JAMB (1 1/4" x 4 1 12") WOOD 2 HEAD JAMB (1 1/4" x 4 1 2, WOOD 2A SIDELITE BLANK JAMB (1 1 4 x 4 9/16" ) 3 4" x 4" BUTT HINGE 12GA. (.097" MIN) STEEL Situ. 4 19 x 1" P. FH. W000 SCREW (HINGE TO FRAME) 5 #8 x 2 1/2" PHIWPS FLATHEAD WOOD SCREW S IttL 6 #10 X 2° P. FH. WOOD SCREW (HINGE 70 BUCK) STEEL 7 1/4" TAPCON STEEL 8 BUMPER THRESHOLD (1 1/4`x4 5/8 "x5/8 ") ALUMINUM 9 COMPRESSION WEATHERSTRIP Q —LON QDS -650 10 EXTRUDED ASTRAGAL (IMPERIAL #ANH) ALUMINUM 11 #9 x 1° PHIWPS FLATHEAD WOOD SCREW SIttL 12 FACE SHEET 24GA. (.020" MIN. GALVANIZED) SIttL 13 TOP RAIL (1.67" x 1.042 ") WOOD 14 DOOR PANEL BOTTOM RAIL (1.73x1.21 "x.021' SIt±L 15 DOOR HINGE W000 SIDE STILE 1.67" x 1.065 WOOD 15A DOOR LATCH LVL SIDE STILE 1.67° x 1.065" 16 ASTRAGAL THROW BOLT 0.31" x 19.25 L. STEEL 17 18 x 1/2" L. TYPE "AB" PANHEAD SMS STEEL 18 8 - 116 X 1" PHILLIPS FLATHEAD WOOD SCREW SIttL 19 KWIKSET TITAN SERIES LOCK 20 KWIKSET TITAN SERIES DEADBOLT 21 LATCH SCREWS (SEE LOCK INSTRUCTIONS) 22 MASONRY WALL CONC. 23 2x WOOD BUCK WOOD 24 EXPANDED POLYSTYRENE, DYLITE (1.0 TO 1.25 LB) 25 1/4" MAX. SHIMS WOOD 26 WOOD LOCK REINFORCEMENT WOOD 27 CITE FRAME ODL POLYPROPYLENE 28 1/2" INSULATED TEMPERED GLASS GLASS 29 LATCH JAMB (1 1/4" x 4 1/12 ") WOOD 30 #8 x 1 1/2" TEK SCREW (LITE FRAME) STEEL 31 CITE FRAME BY TRINITY FOR 1/2" GLASS 32 1/2" INSULATED TEMP. GLASS BY TRINITY 33 LITE FRAME BY TRINITY FOR 1" GLASS 34 1" INSULATED TEMP. GLASS BY TRINITY 35 CITE FRAME SCREW 16 X 1 1/2" PANHEAD 36 SILICONE CAULK (CR LAWRENCE 33C) SILICONE 37 GLAZING COMPOUND SILCONE 38 CAULK LATEX 0 m a z O 0 N O z Approved as oompl iagAiW tb MAN tall ag c Date NOM Mlmnl Dade Product BUILDING CONSULTANTS. INC 813.659.9197 DATE: 9/25/00 SCALE N.T.S. Dwc. Br TJH CHK. Br: RW DRAWING NO: DC2005 SHEET 2 of 8 INACTIVE ACTIVE IMF Al 0 SEE NOTE 1 SHT. 3 ASTRAGAL RETAINER BOLTS (2) TOTAL, (1)9.0 "L.x .312" DIA. @ TOP & (1) 9.0" L. x .312" DIA. ® BOTTOM ALUM. RETAINING SLIDE (3) 1.0" x 4.5" x 0.565" (j) HORIZONTAL CROSS SECTION \...L...3/ AT ASTRAGAL NOTES: 1. SPACING FOR ITEM 18 110 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 ". 2. SPACING FOR 18 x 1 1/2" PLASCREW ATTACHING THE ODL UTE FRAME IS 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 ". 3. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE 18 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIOEUTE JAMB AT THE MUWON USE 18 x 2° PFH WOOD SCREW. 4. SPACING FOR 18 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 6.0" FROM EACH VERTICAL CORNER WITH (5) MORE SCREWS EQUALLY SPACED. A TOTAL OF (7) SCREWS PER EACH VERTICAL MUWON. 5. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 110 x 2° PFH WOOD SCREW. WHEN ATTACHING 'THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MUWON USE 110 x 1 3/4° PFH WOOD SCREW. 6. THE SPACING FOR ITEM 135 THE 16 X 1 -1/2° PANHEAD SCREW SPACING IN THE TRINTIY LITE FRAME IS AS FOLLOWS: FROM THE TOP DOWN ON THE SIDES (9) AT 5.625 ", 14,5 ", 23.25 ", 32.0625 ", 41.0 ", 49.75 °, 58.5625 ", 67.375 ", AND 76.3125 ". THE TOP AND BOTTOM FROM RIGHT TO LEFT (2) SCREWS AT 3.125" AND 6.875 ". 1.15" MIN. EMB. .15" MIN. COUNTERSINK 2 HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK .25" MAX. SHIM ---1 1.15 "MIN EMB. -.25" MAX. SHIM SEE NOTE 3 SHT. 3 ELI I PR .15" MIN. m .15 COUNTERSINK 33 HORIZONTAL CROSS SECTION 3 LATCH JAMB TO BUCK Q a cc CO 5 Approved ea wmplyiag aith the Florida BeMiag Cute NOA Miami Dade Product BY 0 z BUILDING CONSULTANTS. INC. 813.659.9197 DAZE 9/25/00 SCALE: N.T.S. DWG SY: TJH trot ar RW DRAWING NO: DC2005 SHEET 3 OF 8 4,41, 15° MIN. COUNTERSINK 1.15° MIN. EMB. r. .15" MIN. COUNTERSINK Q SEE NOTE 4 SHT. 3 1 HORIZONTAL CROSS SECTION 4 AT SIDELITE SEE NOTE 2 FOR ODL LITE OR 6 FOR Twiny LITE ON SHT. 3 EXTERIOR INTERIOR .25° MAX. SHIM THK.' 3 HORIZONTAL CROSS SECTION SIDELITE TO BUCK EXTERIOR Z 0 t INTERIOR 5 LU •a SEE NOTE 4 SHT. 3 .15° MIN. COUNTERSINK 0 4 2 HORIZONTAL CROSS SECTION HINGE TO BUCK Z• CD W 03 Q20 Z N z co lino -o 00 L'73 aiNn =o U 0 m 0 Append set complying with the Date 31:43. eldiag dra�2bQ NOAN A9 -1 .L1. ICJ Miami Dade product BUILDING CONSULTANTS. INC 813.659.9197 DATE: 9/25/00 SS"' N.T.S. MS. BY TJH ant ay: RW DRAWING NO.: DC2005 SHEET 4 Of SEE DETAIL °F" SHEET 5 SEE DETAIL 1 G SHEET 5 6° �— SEE DETAIL K SHT. 5 • DOUBLE DOOR ANCHORING LOCATIONS DETAIL F HEADER IMPERIAL ASTRAGAL RETAINER BOLT HEADER STRIKE PLATE DETAIL K SILL, IMPERIAL ASTRAGAL RETAINER BOLT THRESHOLD STRIKE PLATE 0- SEE DETAIL G SHEET 5 SINGLE DOOR W /SIDEUTES ANCHORING LOCATIONS DETAIL G HINGE TO JAMBS & DOOR SEE NOTE 5 SHT. 3 0 0 Cr >- m P to z 0 to H 4 Q O z BUILDING CONSULTANTS, MC. 813.659.9197 DATE: 9/25/00 Approved as compiy{e8 with the Florida Balding Date a.I MAO sf�Efi7Ql�G Miami Dade Product Cmimi WALE N.T.S. DWG. BY: TJH CHIC. er: RW D AWING NQ. DC2005 slEET 5 Cv 8 CD- -Tot SEE DETAIL °P. SHEET 5 3 " — 6—{ _I-4_ 6. 3" ---I 1--I " 3" 1 1I 3" !' ® ' TIP. 3" —{ SEE NOTE i 5 SHT. 3 7 TYP. 3 °}{ Ills SEE DETAIL H SHEET 6 6" 1— 3" ©-- SEE DETAIL K SHT. 5 7YP. I 3 —,3° —6 3° 3• — —® I--3° 3" SEE DETAIL K SHT. 5 DOUBLE DOOR W /SIDELITES ANCHORING LOCATIONS OPTIONAL DETA H ST1t1K PLATES TO IMPERIAL ASTRAGAL 4.5" DETAIL J STRIKE PLATES TO JAMBS SEE NOTE 5 SHT. 4 SEE NOTE 3SFR.3 SEE NOTE 3 SHE 3 SEE DETAIL J SHT. 6 In 6 Ai n In RI 6 °--I 6 °-I f r- _1 ® 1 1_ TYP. TYP. TYP. _-. ® -1 O7 ITYP. I SINGLE DOOR ANCHORING LOCATIONS SEE DETAIL G SHEET 5 1- 0 a J ce m °z m Ln z 0 1l) N 0 O z ?" BUILDING CONSULTANTS. INC 813.659.9197 GATE 9/25/01 SCALE: N.T.S. DWG. BO TJH cHlc 9Y RW DRAWING NO.: 0C2005 sIg.Er 6 or 8 SIAZING DETAIL. jzzi:Empiaasuas 001. UTE FRAME d .12a1011.0 - a. INTERIOR z 1/6" TEMPERED GLASS 1/4" AIR SPACE 1/8° TEMPERED GLASS g d MOO -a. GLAZING OFTAII 112' INSUATED TEMPERED GLASS TRINITY UTE FRAME INTERIOR 0.5° GLASS BITE SEE NOTE 2 sffr. 3 1/8" TEMPERED GLASS 1/4" AIR SPACE 1/8" TEMPERED GLASS • z z, EXTERIOR SialBAJZZAU. 1° INSULATED TEMPERED GLASS TRINITY LITE FRAME 20:E111428 0.5" GLASS BITE SEE NOTE 6 SHT. 3 .75° STEEL INTERCEPT SPACER o.s" GLASS BITE SEE NOTE 6 SHT. 3 1/8° TEMPERED GLASS 1/2° AIR SPACE 1/8° TEMPERED GLASS 0 112L0LM111FERAME ODL HP POLYPROPYLENE (771ERMOFIL—P6-30FM0391) 0 1/2Lrel.IFaNfE TRINITY (LUPOY EU 5007) 1" GLASS UTE FRAME TRINITY (LUPOY EU 5007) 0 NI. co CB 01 ›- • N• 'cL CC 8 Z— T 0" ci K1 9 a • Lu X X M 1:1- 0 rt a- >- m z 0 Awned as complying with the Ftiaidsf.Srm NOM' /Maud Bade Product By 0 5?" 1IVBULDINO CONSULTANTS, INC 813.659.9197 omt: 9/25/00 scam N.T.S. DWG. BY TJH 00(.B RW DRAWING NO.: DC2005 swEr 7 oF 8 2.3 75' ASTRAGAL HAS eu (1) 9.0" L x 312" DIA. BOLT ® TOP & pi (1) 9.0" L. x .312" DIA. BOLT @ BOTTOM F ---i– .912" IMPERIAL ASTRAGAL EXTRUDED ALUMINUM .075" WALL — .140" .525" COMPRESSION WEATHERSRTIP SCHLEGEL 0 –LON QDS 650 11.875" DIA VARIES W /LOCK USED 26 WOOD LOCK BLOCK 1.71 " THK, 4.041" i U a , 1 . 8 OUTSWING BUMPFACE THRESHOLD LOW PROFILE .050" EXTRUDED ALUMINUM --1Y .097" O 4 x 4 STEEL DOOR HINGE .097" THK. STEEL BY HAGER ®® 0 1 TOP RAIL & SIDE STILE 1.67" J L t to 0 11 LVL LATCH STILE DOOR STEEL EDGE CAP. BOTTOM O UNIT COMPONENTS 0 a m N N 0 z CONSULTANTS. MC. 813.659.8197 DATA: 9/25/00 SCALE NTS MG. BY TJH cwc. Ern RW DPAYm16 NO: DC2005 s€r 8 or 8