Loading...
BP-09-258BUILD PERMIT FBC 2001 Permit Type (circle): Building ). Electrical Plumbing Mechanical Roofing ° Owner's Name (Fee Simple Titleholder) �-Y ps,-C 'r-sovS ►G Phone # Owner's Address qo •5 1 6 Ve- City Oarni SV*11.*: State - .'e''e't Zip 3S13 Tenant/Lessee Name / Phone # 4�l . Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES t Contractor's Company Name Contractor's Address City State Qu alifier Architect/Engineer's Name (if applicable) Phone # a S Value of Work For this Permit Type of Work: ❑Addition ❑Alteration ❑New L✓J Repair/Replace ❑ Demolition Describe Work: p- M e/ 6415 ke` 1 40 - t�� - 11- i c K1 ) Submittal Fee $ S e3 V Permit Fee $ CCF $ Notary SS 0 0 Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due S (Continued on opposite side) APPLICATION Miami Shores Village uilding Department 0 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 c 0 4 County Miami -D�de NO v n if Phone # — 9" 064 - 1- Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** c e s Permit No. ° bi (\ l S ' Master Permit No. Zip Zip 3313 is 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 inspe tion which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will n be approved and a reinspection fee will be charged. 0 8ignatur Signature Owner or Agent Contractor The foregoing instrument rreggoing instrument w owledged before me this The foregoing insment was acknowledged before me this day oft Le/lt - , 20 4, by '��^ da of ' day ,20 b , who is personally known o me or has produced )" L who is personally known to me or who has produced and who did take an oath. NOT P LIC: Sign: P My Commission Expires: Chc 10/14/03 An9PN q; nookcr NOTARY PUBLIC: Sign: Print: ' )40 My Commission Expires: **** * * * * * * * *s ** * *a * * * * * * ** * * * * * * * ** ass **** s******* a****** a******** * * * * * * * * * * * * * * * * * * * * ** * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning 0 VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE STATEMENT being the legal property owner, for the property a Located at: Legally described as Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure Statement, which entitles me to' *Irk as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the constfuction yourself. You may build or improve a one - family or two-family residence or a farm out-building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person 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 holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. Tile foregoing instrument Was acknowledged before me this day of , 20 By Produced { , t. Owner Owner who is personally known to me or who has • as identification and who did take an oath.' Notary Proof of ownership provided ( ) VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT . OWNER BUILDER DISCLOSURE .STATEMENT I tV1•S. Z being the legal property owner, for the property Located at: 9C 9-s 1 q Legally described as Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103 (7),,.nd I have read and understand the following disclosure Statement, which entitles me to' 3Vork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not Icensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. initial of reviewing clerk. The foregoing instrument Was acknowledged before me this` day of 200 k By _... „�,, who is personally known to me or who has / . Produced as identification and who did take an oath. � v >l a 150048 1 My Commission DD � nMfl era EXpITOS .4 4 rif M I A M I= BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. 31725 Highway 97 North Chiloquin. OR 97624 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MANE, 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: Jeld -Wen "Gladiator" & "Energy Saver" MS Glazed W/E Residential Ins. Steel Door APPROVAL DOCUMENT: Drawing No. 5 -2004, titled "kid-Wen Steel Outswing Woodedge Door Double and Single Unit ", sheets 1 through 7 of 7, prepared by R.W. Building Consultants Inc, dated 12/01 /99 with revision on 11/08/02, 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: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 99- 1007.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime M. Eisen, P.E. NOA No 02- 1211.10 Expiration Date: July 17, 2008 Approval Date: January 23, 2003 Page 1 TABLE OF CONTENTS SHEET. # DESCRIPTION 1 COMMON (GENERAL NOTES, TYPICAL ELEVATION) 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 1/3, 2/3 & 3/3 4 HORIZONTAL CROSS SECTIONS 1/4, 2/4 & 3/4 5 ANCHORING LOCATIONS 6 ANCHORING LOCATIONS & DOOR MODELS 7 BILL OF MATERIALS & GLAZING DETAILS JELD -WEN® STEEL GLADIATOR and ENERGY SAVER OW YANG WOODEDGE STEEL DOOR WITH WOOD FRAMES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI –DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO 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. IMPACT RESISTANT SHUTTERS REQUIRED. 5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: –SEE DESIGN PRESSURE RATING TABLE SHEET ONE. 6. SIDELITES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 7. THIS SYSTEM DOES MEET THE WATER REQUIREMENTS IN MIAMI –DADE COUNTY. (Common t o INSULATED all frame conditions) DOOR ((mmon all cam con Itions Door I eaf Construction: 24 ga. (0.021' minimum thickness, 255 o O 8 0 mnimum hck o vanized steel A– $5 comm qu ality ness – AKUQ per ASTM 620 with yield strength Fy(ave.)) =24,600 psi. Core design: Expanded polystyrene with 1.0 to 1.25 Ibs. density. C : ( Steel face sheets glued to expanded ve ee Iumberr and a wo lock Igb reinforcement. Construction: The head ambs and sidt jambs ner tof e p e measuring 5625 x 1.25. Th he�d dnd side ambs are mo ised, butted and j oined using (3) 7/8" x 2" wire staples. The threshold used is an aluminum outswing bumpface measuring 4.625 1". 0 0 1 0 0 1 1 0 74.5" MAX. OVERALL WIDTH 36.75" MAX. PANEL WIDTH W /ASTRAGAL I ZO G ED rd co DESIGN PRESSURE RATING POSITIVE NEGATIVE WHERE WATER INFILTRATION REQUIREMENT IS NEEDED + 50.0 PSF – 46.0 PSF 0 0 vi 0 0 0 0 0 v 0 36" MAX. PANEL WIDTH r , F-1 FO 0 0 2 a 03 10 DOUBLE DOOR ELEVATION 105.25" MAX. OVERALL WIDTH 21.8175° 14 MAX. PANEL WIDTH 0 if 0 MAX. D.LO1 0 0 0 0 0 DOUBLE DOOR W/SIDELITES 0 0 zgr a ATION •D 0 0 0 0 C 68.5 MAX. OVERALL WIDTH SINGLE DOOR W /SIDELITES ELEVATION 15.5" MAX. 37.5° FRAME WIDTH MAX. OVIBIALL OVERALL WIDTH 0 VI_ VI 0 0 l SINGLE DOOR ELEVATION 6" MAX. D.L.O. 19.625" MAX. D.L.O. � •• S •ilr D 119 ; PRODUCTREVISED asc lizzgesace : 02- 11. 0 Baphratios ch 8 N 0 8 10 m v z 0 I v /BUILDING CONSULTANTS. IN 813.884.3831 Daly 12/01/99 SCALE N.T.S. oWG. ar: TJH cta. BY, RW DRAWING Nod S -2004 slum 1 of 7 .75" GLASS THK. OPERABLE 1.75" MAX. PANEL TFIK. .5" MIN. GLASS THK. FIXED EXTERIOR • VERTICAL CROSS— SECTION n 1 d mg VERTICAL CROSS — SECTION SEE NOTE #1 SHT. 7 .020" MIN. SKIN THK. tn N co " �o J .5" MAX. g GLASS THK. INTERIOR i l l SEE NOTE #1 SHT. 7 .020" MIN. SKIN 1.75" MAX. PANEL THK. z in W • �T PRODUCT REVVED nsamwki tie Fluids Wens Amps= No A 0 rn- 6 U N) 8 O Z z 0 rn BUILDING CON TAMS. INC. 813.684.3831 DATE: 12 /01/99 srao 1/2" = 1" DWG. Br: TJH cant Br: RW DRAWING NO4 S -2004 SHEET 2 of 7 .25" MAX. SHIM ,0; _• : OSS ECTI AT ASTRAGAL. TYP. .15" MIN. COUNTERSINK 1.15" MIN. EMB. d 4) 0 0 ED SEE NOTE #2 SHT. 7 z z ' c� 0 3 33 HORIZONTAL CROSS SECTION AT LATCH JAMB TO BUCK. TYP, NOTES: 1. SPACING FOR #18A 1, 21/2.4,5 THE BOTTOM UP IS 2. ATTACH THE STRIKE ASTRAGAL USING A SEE NOTE #1 SHT. 7 IS AS FOLLOWS: FROM TOP DOWN 1/2", 13 18" & 26 ". SPACING FROM THE SAME. PLATE AND THE DEADBOLT PLATE TO THE #8 x 2" LG. PHILLIPS FLATHEAD SCREW. .15 MIN. COUNTERSINK 0 3 22 HORIZONTAL CROSS SECTION AT HINGE JAMB TO BUCK. TYP, 1. 5 MIN. EMB. .25" MAX. SHIM THK. JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 NO. 11/0 6 29 00 GENERAL REVISION GENERAL REVISION DATE KMN TJH BY REVISIONS PRODUCT: JELD —WEN STEEL OUTSWING WOODEDGE DOOR DOUBLE & SINGLE UNIT PART OR ASSEMBLY: HORIZONTAL CROSSE TIONS 1/3, 2/3 & 3/3 BUILDING CONSULTANTS, INC. - 813.684.3831 DAIS 12/01/99 GcaLE:1 /2° = 1" DM BY: TJH cHx. BY: RW DRAWING NO.: S -2004 SHEET 3 OF 7 1.15" MIN. EMB. 4 0 yir 0 4 4 INTERIOR 10 EXTERIOR .25" MAX. SHIM THK d tll 0 r _ .15" MIN. COUNTERSINK SEE NOTE #1 SHT. 4 mi a AT SIDELITE TO HINGE JAMB. TYP, 15" M N. COUNTERSINK ciA SEE NOTE #1 SHT. 7 HORIZONTAL. CROSS SECTION AT SIDELITE TO BUCK. TYP, a INTERIOR 0 IPL 1- Iii 0 gair' O 0 0 0 SEE NOTE #1 SHT. 4 n,viiu Au k SEE NOTE #1 SHT. 7 SEE NOTE #1 SHT. 4 L .15" MIN. COUNTERSINK NOTES: 1. SPACING FOR ITEM #33, WHEN USED TO ATTACH THE SIDEUTE TO THE SIDEUTE JAMB IS AS FOLLOWS; FROM THE TOP DOWN 6" & 30 ". THE SPACING FROM THE BOTTOM UP IS THE SAME o Z g Y n a. --a SEE NOTE #1 SHT. 7 O 4 HORIZONTAL CROSS SECTION AT SIDEUTE TO LATCH JAMB. TYP, JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541 ,783.2057 2 11/08/02 6/29/ NO DATE GENERAL REVISION GENERAL REVISION KMN TJH BY REVISIONS PRODUCT: JELD —WEN STEEL OUTSWING WOODEDGE DOOR DOUBLE & SINGLE UNIT PART OR ASSEMBLY: HORIZONTAL /4. / 3ECT10NS BUILDING CONSULTANTS. INC. 813.684.3831 DA1E, 12/01/99 scALE:1 /2" = 1" Ma ar: TJH CHK. BY: RW DRAWING NO. S-2004 sIEEr 4 GF 7 SINGLE DOOR ANCHORING LOCATIONS DETAIL "F" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE SHOWN. FRAME AS 4 " -� . �I 4° 4' —1 - 3" 4' DETAIL "G" HINGE DETAIL SEE DETAIL "F" V C Er I-- 3 "1 1 1 1 1 1 !l 0 „P. 3" DOUBLE DOOR W /SIDEUTES ANCHORING LOCATIONS 4" I--- 4 4° 1-- 4" 8 6 as 0 z V) z 0 RI/BUILDING CO LTANIS. INC 813.884.3831 DAIS: 12 /01/99 SGLE:. N.T.S. Dr)D. BY: TJH CMMM. BY: RW DRAWN? NO.: S -2004 SHEET 5 OF 7 T T 0 0 SEE DETAIL "G" SHEET 5 0 0 0 t 0 36.0" MAX. PANEL WIDTH SEE DETAIL "r SHEET 5 11°�3" Gilt- 1 1 1 1 LS) 1 — 1 TYP. ^ ITS' 1 111 1 — —I e° 3" DOUBLE DOOR ANCHORING LOC411ONS GLAZED DOOR MODELS 0 0 0 00 19 0' 0 0 11 • S • _ 15.25" MAX. I I PANEL WIDTH SIDELITE MODELS W 3 3 PRODUCT REVISED emaplyInSMOOrWades Balding Cade Anepbase No Dtola caz 68 $ O N 0 z In z 0 t"?' BUILDING CONSULTANTS. INC. 813.884.3831 we 12/01/99 SCALE N.T.S. - DWG. Br: TJH cwt. Br: RW DRAWING N0« S -2004 EXTERIOR EXTERIOR INTERIOR INTERIOR SEE NOTE #2 SEE NOTE #1 GLAZING DETAIL FULL LITE & SIDELITE .5" GLASS BITE GLAZING DETAIL. VENT LITE .25" STEEL SPACER T Z I' .125" INSULATED y TEMPERED GLASS c9 Z� .5 STEEL a rn SPACER k • .25" AIR SPACE .125 INSULATED TEMPERED GLASS .125" INSULATED TEMPERED GLASS .5" AIR SPACE .125" INSULATED TEMPERED GLASS Item 1 2 3 4 5 6 7 7A 78 8 9 10 11 12 13 14 15 16 17 18 18A 19 20 21 22 23 24 25 26 29 30 31 .32 33 34 DESCRIPTION HINGE JAMB (1 1/4" x 4 1/12 ") HEAD JAMB (1 1/4" x 4 1/21 4" x 4" BUTT HINGE 12GA. (.097" MIN) # 9 x 1" PHIWPS FLATHEAD WOOD SCREW (HINGE TO FRAME) x 2 1/2" PHILLIPS FLATHEAD WOOD SCREW #10 X 2" PHILLIPS FLATHEAD WOOD SCREW (HINGE TO BUCK) 1/4" TAPCON x 2 1/8" FOR DOORS & 2 1/2" FOR SIDEJTES ITW BUILDEX TAPCON (NOA # 96- 1226.03) OR ELCO TAPCON (NOA 1 97- 0731.15) BUMPER THRESHOLD (1 1/4"x4 5/8)5/8" ) COMPRESSION WEATHERSTRIP Q —LON QDS -650 XTRUDED ASTRAGAL (IMPERIAL #ANH) ' 9 x 1" PHILLIPS FLATHEAD WOOD SCREW FACE SHEET 240A. (GALVANIZED .021" MIN.) FACE SHEET 25GA. (GALVANIZED .018" MIN.) TOP RAIL (1.67" x 1.042") BOTTOM RAIL (1.67" x 1.0651 SIDE STILE (1.067" 1.065 ") ASTRAGAL THROW BOLT 0.31" x 19.25 L 18 x 1/2" L TYPE AB" PANHEAD SMS ASTRAGAL REINFORCEMENT PLATE LOCATED TOP & BOTTOM OF ASTRAGAL. ATTACHED /W 8 -16 X 1" PHILLIPS FLATHEAD WOOD SCREW KWIKSET TITAN SERIES LOCK KWIKSET TITAN SERIES DEADBOLT LATCH SCREWS (SEE LOCK INSTRUCTIONS) MASONRY WALL 2x WOOD BUCK DYLITE EXPANDED POLYSTYRENE (1.0 TO 1.25 Ibs. /cu. ft. MIN. DENSITY) 1J4" MAX. SHIMS WOOD LOCK REINFORCEMENT FULL UTE & SIDELITE FRAME ODL POLY PROPOLENE 27 28 1/2" OVERALL INSULATED TEMPERED GLASS LATCH JAMB 11 1/4 x 4 1/121 ,/8 x 1 1/2 TEK SCREW (LITE FRAME) VENT LITE FRAME ODL POLY PROPOLENE .3 4" OVERALL INSULATED TEMPERED GLASS (VENT LITE PANELS) / 8 x 2 PHILLIPS FLATHEAD WOOD SCREW BLANK JAMB (1 1/4" x 4 1/12 ") Material WOOD WOOD STEEL STEEL STEEL STEEL STEEL STEEL STEEL ALUMINUM ALUMINUM STEEL GALV. STEEL WOOD WOOD WOOD STEEL STEEL WOOD STEEL CONC. WOOD WOOD WOOD GLASS WOOD STEEL GLASS STEEL WOOD NOTES: 1. SPACING FOR ITEM iY30 (18 x 1 1/2" TEK SCREW) IS AS FOLLOWS FOR SIDELITES & FULL LITES: TOP & BOTTOM; SIDELITE (2) SCREWS 2" IN FROM EACH CORNER. FULL LITES (3) SCREWS 3" IN FROM EACH CORNER, & (1) IN THE CENTER. SIDES FOR BOTH; (6) SCREWS 3.25 ", 13.75 ", 26.5 ", 39.375 ", 52.0" AND 62.625 ". 2. SPACING FOR ITEM 130 (18 x 1 1/2" TEK SCREW) IS AS FOLLOWS FOR THE VENT LITE: TOP & BOTTOM 2.5" IN FROM THE CORNERS & (1) IN THE CENTER. SIDES; 3.25" FROM TOP CORNER & (3) MORE AT 10.375 ° . PRODUCT REVEED 04161 Coto waft Gelb* z 0 N z co 0 a 0 0 z J 1 /1 CONSULTANTS. INC. 813.684.3831 DATE: 12/01/99 SCALE: N.T.S. DWG. SY: TJH CHI SY: RW DRAWWG NO. S -2004 SHEET 7 OF 7 1n z 0 0 M t A MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. 31725 Highway 97 North Chilognin. 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 ART (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: Jeld -Wen "Gladiator" & "Energy Saver" O/S Glazed W/E Residential Ins. Steel Door APPROVAL DOCUMENT: Drawing No. 5 -2004, titled "Jeld -Wen Steel Outswing Woodedge Door Double and Single Unit ", sheets 1 through 7 of 7, prepared by R.W. Building Consultants Inc, dated 12/01 /99 with revision on 11/08/02, 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: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a.renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 99- 1007.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime M. Eisen, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 1211.10 Expiration Date: July 17, 2008 Approval Date: January 23, 2003 Page 1 TABLE OF CONTENTS SHEET # DESCRIPTION 1 COMMON (GENERAL NOTES, TYPICAL ELEVATION) 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 1/3, 2/3 & 3/3 4 HORIZONTAL CROSS SECTIONS 1/4, 2/4 & 3/4 5 ANCHORING LOCATIONS 6 ANCHORING LOCATIONS & DOOR MODELS 7 BILL OF MATERIALS & GLAZING DETAILS JELD -WEN® STEEL GLADIATOR and ENERGY SAVER OUTSYVING WOODEDGE STEEL DOOR WITH WOOD FRAMES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI —DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO 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. IMPACT RESISTANT SHUTTERS REQUIRED. 5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: —SEE DESIGN PRESSURE RATING TABLE SHEET ONE. 6. SIDEUTES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 7. THIS SYSTEM DOES MEET THE WATER REQUIREMENTS IN MIAMI —DADE COUNTY. I Eomm^on tol oSlframe cofWtfo,?s)R Door I eaf Construction: 24 go. (0.021") minimum thickness, IF8ommerclal quality ess, _ K galvanized per ASTM 820 with yield strength Fy =24,600 psi. Core design Expanded polystyrene with 1.0 to 1.25 Iba. density. • face sheets glued to expanded IumbePr C eerd itiles ana p o o woo loc ITIrci rkated reinforcement. Frame o ist p i t p e : eeo 4.b b 5 °a 255 Jambs iinegar side jam�is are rriortise , butted i and joined using (3) 7/8" x 2" wire staples. The threshold used is an aluminum outswing bumpface measuring 4.625 1" 0 0 74.5" MAX. OVERALL WIDTH 38.75" MAX. PANEL WIDTH W /ASTRAGAL 0 0 2 1 0 0 1 DOUBLE DOOR ELEVATION 105.25" MAX. OVERALL WIDTH — 21.8175" i 14" MAX. MAX. D.LO. PANEL WIDTH DESIGN PRESSURE RATING POSITIVE NEGATIVE WHERE WATER INFILTRATION REQUIREMENT IS NEEDED + 50.0 PSF — 46.0 PSF 36 MAX. PANEL WIDTH 68.5" MAX. OVERALL WIDTH SINGLE DOOR W /SIDELITES ELEVATION 15.5 MAX. 37.6" FRAME WIDTH (MULL .WIDTH ° 1 DOUBT F DOOR W /SIDFI ITES LEVATION G LAZED 0001? SHO WN FOR CLAITY OF VIFILNIEWEP INTITIJO SINGLE DOOR ELEVATION 6" MAX. D.LO. 19.625" MAX. D.LO. PRODUCEREVISED B inged cwW6rfliRiis 02- - I I. 0 M E71r1; 4 z z 8 N 8 co m 0 0 z z 0 En or02 12/01/99 scnu N.T.S. DWG. WD TIN ONR. NlY: RW DRAWING ND: S -2004 sir L oFL SEE NOTE #2 SHT. 7 .020" MIN. SKIN .75" GLASS 1.75" MAX. PANEL THK. .5" MIN. GLASS THK. VERTICAL C Jr- FIXED • • • Y • 4. • ..• • IN • . • • • •. • • - • . . pp VERTICAL CROSS—SECTION z ai VERTICAL CROSS—SECTION SEE NOTE #1 SHT. 7 .020" MIN. SKIN THK. n oi EXTERIOR J • es ° e .• • . .020" MIN. SKIN 1.75 MAX. PANEL THK. .5" MAX. GLASS THK. SEE NOTE #1 SHT. 7 INTERIOR OSS—SECTION • g ±- z a tn cs1 PRODUCT REVISED mospDigiefe Genschls BultffesCals Reallicams ca-alLio 0 0 zzz 000 ggg 66 CD 00 z 0 re z re — 3 - 3 I-- BUILDING CON TANTS. MC. 813.684.3831 DM 12/01/99 scatx:1/2" = DWG. TJH MK RW DRAWING NO.: S-2004 aim 2 tr 7 Y IRIOR .25" MAX. SHIM © .•: Gal _:cl 1 .15" MIN. COUNTERSINK 1.15" MIN. EMB. AT ASTRAGAL. TYP. z A SEE NOTE • #2 SHT. 7 0 3 33 HORI7ONTAL CROSS SECTION AT LATCH JAMB TO BUCK. TYP, NOTES: 1. SPACING FOR #18A 1,21/2" 4, THE BOTTOM UP IS 2. ATTACH THE STRIKE ASTRAGAL USING A SEE NOTE #1 SHT. 7 IS AS FOLLOWS: FROM TOP DOWN 1/2 ", 13", 18" & 26 ". SPACING FROM THE SAME. PLATE AND THE DEADBOLT PLATE TO THE #8 x 2" LG. PHILLIPS FLATHEAD SCREW. AT .15" MIN. COUNTERSINK ea HINGE OS 101 JAMB TO BUCK. TYP, 1. 5" MIN. EMB. .25" MAX. SHIM THK. JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 2 NO. 11/D8/D2 6/29/00 229 000 _ DATE GENERAL REVISION GENERAL REVISION REVISIONS TJH BY PRODUCT: JELD —WEN STEEL OUTSWING WOODEDGE DOOR DOUBLE & SINGLE UNIT PART OR ASSEMBLY, HORIZONTAL CROSSE TIONS 1/3, 2/3 & 3/3 BUILDING CONSULTANTS, INC. 813.684.3831 cssp etlM rW �sp�1(o0 - O DATE: 12/01/99 smite 1/2" = 1" DWG. DT: TJH MK. Br: RW DRAWING NO.: S -2004 sHEEr 3 oF3 1.15" MIN. EMB. EXIEBIQB INTE61O_B v .25 MAX. SHIM THK. n El r- a JELD -WEN, INC, 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 .15" MIN. COUNTERSINK © t1 "_•d C:• i0i V, AT SIDELITE TO HINGE JAMB. TYP, .15" M N. COUNTERSINK 2 NO SEE NOTE #1 SHT. 4 SEE NOTE #1 SHT. 7 O C O C O AT SIDELITE TO BUCK. TYP, 6/2 6 29 00 DATE INTERIOR U) REVISIONS EXTERIOR Ai 1 ,o.,,„,..,..„.....,,, or„„„,,,„„,...1/47,. airl GENERAL REVISION GENERAL REVISION SEE NOTE #1 SHT. 4 KMN TJH BY PRODUCT: SEE NOTE #1 SHT. 7 SEE NOTE #1 SHT. 4 JELD —WEN STEEL OUTSWING WOODEDGE DOOR DOUBLE & SINGLE UNIT PART OR ASSEMBLY: HORIZONTAL 1 4, / �T(ONS t w BUILDING CONSULTANTS. INC. 813.684.3831 L .15" MIN. COUNTERSINK NOTES: 1. SPACING FOR ITEM #33, WHEN USED TO ATTACH THE SIDELJTE TO THE SIDELITE JAMB IS AS FOLLOWS; FROM THE TOP DOWN 6" & 30 ". THE SPACING FROM THE BOTTOM UP IS THE SAME. HORIZONTAL CROSS SECTION AT SIDELITE TO LATCH JAMB. TYP, Ig Z DNI DATE: 12/01/99 scAI.E:1 /2" = 1 DWG. BY: TJH CHK. BY: RW DRAWING NO.: S -2004 sHEET 4 OF 7 SINGLE DOOR ANCHORING LOCATIONS DETAIL "F" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE SHOWN. TO FRAME AS 4 °— 1 4' — DETAI "G" HINGE DETAIL, SEE DETAIL "F" DOUBLE DOOR W /SIDELITES ANCHORING LOCATIONS N 1 O Z O rn DxNe: 12 /01/99 ME: N.T.S. DWG. BY TJH crac. en RW DRAWING NW S -2004 sera 5 DF 7 SEE DETAIL "G" SHEET 5 p.. 36.0 MAX. PANEL WIDTH 0 O 1 1 1 1 1 SEE DETAIL "F" SHEET 5 • 11— 1 11 1 "-I I 5 .1.11 limos 0— O 1 117P• I I I I I —I I -- Ia•� 3" �s� DOUBLE DOOR ANCHORING LOCATIONS ,F1E 00 GLAZED DOOR MODELS 0 O • SIDELITE MODELS 15.25" MAX. r I PANEL WIDTH • S r k ►J 3 3 3 Z co cn QM 25 'MU 6 0 5 5 ti 0 z In z 0 T VQ�/ BUILDING CONSULTANTS. INC. 813.684.3831 Dme 12/01/99 sCNE N. T.S. DWG. BY: TJH cwc BY: RW DRAWING NO.: S -2004 SHEET 6 OF 7 EXTERIOR \ Z 125 INSULATED ��� m TEMPERED GLASS i k 1 Mi ' ll 1 • 111 . 11111 \ f _ • �- - k��\ .125 INSULATED \\�. TEMPERED GLASS EXTERIOR INTERIOR 1 INTERIOR .5" GLASS BITE SEE NOTE 11 SEE NOTE 12 GLAZING DETAIL FULL LITE & SIDELITE GLAZING DETAIL VENT LITE 25 STEEL SPACER z 1"-* .5" STEEL a SPACER k 0 .25" AIR SPACE Item 2 3 4 5 6 7 7A 78 8 9 10 11 12 13 14 15 16 17 18 IBA 19 20 21 22 23 24 25 26 27 28 29 30 .31 32 33 34 DESCRIPTION HINGE JAMB (1 1 4" x 4 1/12 ) HEAD JAMB (1 1/4" x 4 1/21 4" x 4" BUTT HINGE 12GA. (.097" MIN) 9 x 1" PHILLIPS FLATHEAD WOOD SCREW (HINGE TO FRAME) 8 x 2 1/2" PHILLIPS FLATHEAD WOOD SCREW 10 X 2" PHILLIPS FLATHEAD WOOD SCREW (HINGE TO BUCK) 1/4" TAPCON x 2 1/8" FOR DOORS & 2 1/2" FOR SMUTS ITW BUILDEX TAPCON (NIA 1 96- 1226.03) OR ELCO TAPCON (NOA # 97- 0731.15) BUMPER TI- IRESHOLD (1 1/4"x4 5/8 "x5/8" ) COMPRESSION WEATHERSTRIP Q —LON QDS -650 EXTRUDED ASTRAGAL (IMPERIAL IANH) #9 x 1" PHILLIPS FLATHEAD WOOD SCREW FACE SHEET 24GA. (GALVANIZED .021" MIN. FACE SHEET 25GA. (GALVANIZED .018" MIN. TOP RAIL (1.67" x 1.0421 BOTTOM RAIL (1.67" x 1.0651 SIDE STILE (1.067" 1.065") ASTRAGAL THROW BOLT 0.31" x 19.25 L. #8 x 1/2 L. TYPE "AB" PANHEAD SMS ASTRAGAL REINFORCEMENT PLATE LOCATED TOP & BOTTOM OF ASTRAGAL, ATTACHED /W 8 -16 X 1" PHILLIPS FLATHEAD WOOD SCREW KWIKSET TITAN SERIES LOCK KWIKSET TITAN SERIES DEADBOLT LATCH SCREWS (SEE LOCK INSTRUCTIONS) MASONRY WALL 2x WOOD BUCK DYLITE EXPANDED POLYSTYRENE (1.0 TO 1.25 ibs. /cu. ft. MIN. DENSITY) 1/4" MAX. SHIMS WOOD LOCK REINFORCEMENT FULL UTE & SIDELITE FRAME ODL POLY PROPOLENE 1/2" OVERALL INSULATED TEMPERED GLASS LATCH JAMB 11 1/4" x 4 1/121 18 x 1 1/2 TEK SCREW (LITE FRAME) VENT LITE FRAME ODL POLY PROPOLENE 3/4" OVERALL INSULATED TEMPERED MASS (VENT UTE PANELS) #8 x 2 PHILLIPS FLATHEAD WOOD SCREW BLANK JAMB (1 1/4" x 4 1/12") Material WOOD WOOD STEEL STEEL STEEL STEEL STEEL STEEL STEEL ALUMINUM ALUMINUM STEEL GALV. STEEL WOOD WOOD WOOD STEEL STEEL WOOD STEEL CONC. WOOD WOOD WOOD GLASS WOOD STEEL GLASS STEEL WOOD .125 INSULATED TEMPERED GLASS NOTES: 1. SPACING FOR ITEM 130 ( #8 x 1 1/2" TEK SCREW) IS AS FOLLOWS FOR SIDELITES & FULL LITES: TOP & BOTTOM; SIDELITE (2) SCREWS 2" IN FROM EACH CORNER. FULL LITES (3) SCREWS 3" IN FROM EACH .5" AIR SPACE CORNER, & (1) IN THE CENTER. SIDES FOR BOTH; (6) SCREWS 3.25 ° , 13.75 ", 26.5° 39.375 ", 52.0" AND 62.625 ". 2. SPACING FOR ITEM 130 (18 x 1 1/2" TEK SCREW) IS AS FOLLOWS FOR THE VENT LITE: TOP & BOTTOM .125 INSULATED 2.5" IN FROM THE CORNERS & (1) IN THE CENTER. TEMPERED GLASS SIDES; 3.25" FROM TOP CORNER & (3) MORE AT 10.375 ". C7 CO C9 0 m N z ur z 0 re re BUILDING CONSULTANTS, INC. 813.684.3831 DATE: 12/01/99 SCALE: N. T.S. M. BY: TJH CHK. er: RW DRAWING ND.: 5 -2004 SHEET 7 GF 7