Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
BP03-1990
1Viid.1111 31101 CS v 111dge Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. 660 3- 19 9 0 PERMIT APPLICATIO Master Permit No. FBC 2001 Permit Type (circle): Tenant/Lessee Name umbing Mechanical Roofing Owner's Name (Fee Simple Ti i der) r Phone # 3o5 q.SJ ‘7I I Owner's Address 1- 13 N W g) S� City V\ ■ O.M. c\n0\9-0 State C 1_ Zip 33154 Phone # -' Job Address (where the work is being done) : 1 City Miami Shores Village County Miami -Dade Zip 33 fJ Is Building Historically Designated YES NO \ " Contractor's Company Name Ou) V.J} ' Phone # Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 6? 150. � 0. Square Footage Of Work: Type of Work: Addition ❑Alteration ❑New 'Repair/Replace ❑ Demolition Describe Work: ( RP 0.1PAD9A41- - XI:P/l ;.6t. Si cite- dart_ * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ � CK It.1,0kii i Permit Fee $ 00 CCF $ (J 6 0 Notary $ Training/Education Fee $ d 0 Technology Fee $ D DI j 5-D Scanning $ 3 — Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 23 day o f Z A l t , 20 03 , by 1 ) YZ lie e• , who is perso known to me or who has produced ? - As NOTAR Sign: r �`,ti�� Th ry Sign: Print: ►�.. i �e �k � � . 'V , v - • c v . ' . . : = • ; Print: —* += .mail f3, 2867 My Commission Expires. "�;. a.v r- � [ 3onded Thru My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ******************************* * * * * * * * * * * * * * * * * * * * * * * * * * * *:� ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 Signature Contractor The foregoing instrument was acknowledged before me this day of ,20by who is personally known to me or who has produced entificati d wholailittailceWitlIggiat as identification and who did take an oath. : Commission #DD231984; Ex. • . -: uI 13, 2007 NOTARY PUBLIC: DEC 2 9 2003 Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 12 /30/2003 Applicant: BRUCE Owner: PLATT JOB ADDRESS: 43 Contractor Local Phone: Parcel # 1131010000171 Fees: FEE2003 -8722 FEE2003 -8723 FEE2003 -8724 FEE2003 -8725 FEE2003 -8726 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $100.00 $0.60 $0.20 $2.50 $3.00 $106.30 Total Fees: $19.30 Total Receipts: 0.6V Jp S , 3D Permit Status: APPROVED Permit Expiration: 6/26/2004 Construction Value: $150.00 Work: REPLACEMENT EXTERIOR SIDE DOOR Signed: NW 91 (INSPECTOR) ST In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) Building Permit Permit Number: BP2003 -1990 PLATT BRUCE Contractor's Address: BY: Page 1 of 1 Legal Description: 1 53 41 .28 AC M/L E84FT OF W378FT OF S178FT OF SE 1/4 NW 1/4 SE1 /4 LESS (a MIAMI SHORES VILLAGE ` \ BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date < Type ALUM ~ ( t L. Permit No. SP t l l O Name ( Address l S 1 Company Owner ((LO ne f Phone # 3V -1 SO - "1 trig Inspection Date I I 9-110 Approved Correction ❑ Re- Insp'n Fee ❑ y 0 O 0 r m ,.... O C0 o 0 0 0 0 0 m n x m 0 0 -4 �- 0 C0 0 0 0 01 0 0 0 1) x 0 > 0 0 0 m 0 0 r r MAX. PANEL HEIGHT 80.0' 1 [ [ 1 Il ❑ [�1 [1 I1 11 ❑ CI D [l 11 1 ❑ R VISW)N MAX. PANEL HEIGHT 96.0' 11 11 11 1 [I 11 ❑ J1 Il 0 11 11 11 11 ❑ [1 4 1 11 ❑ PRODUCT: OUTSWING OPAQUE INSULATED STEEL DOUBLE DOOR IN WOOD FRAME PART OR ASSEMBLY: DOOR MODELS AND LOCK DETAILS 0 JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR 97624 PH. 541.783.2057 { tt M I A M I•DADE f BUILDING /CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. 317525 Highway 97 N. Chiloquin, OR 97624 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division.that this product or material fails to meet the requirements of the applicable building code. This product is approved as described her and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Jeld- Wen®" 6'8" W Outswing Opaque Insulated Steel Door w /wo Sidelites- Impact Resistant APPROVAL DOCUMENT: Drawing No -2104, titled "Outswing Opaque Wood Edge Steel Door Up to 107" x 6 -8 Unit ", sheets 1 through 7 of 7, prepared by R.W Building Consultants, Inc., dated 9/11/01 with revision 3 dated 10/22/02, bearing the.Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, 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 provid and shall be available for inspection at the job site at the req This NOA revises NOA # 01- 1218.05 and, consists of this The submitted documentation was reviewed by Jaime Eise I se 1 y t nufacturer or its distributors e . 1di fficial. w as a royal document mentioned above. NOA No 02- 1211.18 ation Date: August 15, 2007 royal Date: January 30, 2003 Page 1 I I 1 V S. :0/14/021 GENERAL RE01 KMi NO DATE ` BY y 0 O 0 r m ,.... O C0 o 0 0 0 0 0 m n x m 0 0 -4 �- 0 C0 0 0 0 01 0 0 0 1) x 0 > 0 0 0 m 0 0 r r MAX. PANEL HEIGHT 80.0' 1 [ [ 1 Il ❑ [�1 [1 I1 11 ❑ CI D [l 11 1 ❑ R VISW)N MAX. PANEL HEIGHT 96.0' 11 11 11 1 [I 11 ❑ J1 Il 0 11 11 11 11 ❑ [1 4 1 11 ❑ PRODUCT: OUTSWING OPAQUE INSULATED STEEL DOUBLE DOOR IN WOOD FRAME PART OR ASSEMBLY: DOOR MODELS AND LOCK DETAILS 0 JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR 97624 PH. 541.783.2057 { tt M I A M I•DADE f BUILDING /CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. 317525 Highway 97 N. Chiloquin, OR 97624 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division.that this product or material fails to meet the requirements of the applicable building code. This product is approved as described her and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Jeld- Wen®" 6'8" W Outswing Opaque Insulated Steel Door w /wo Sidelites- Impact Resistant APPROVAL DOCUMENT: Drawing No -2104, titled "Outswing Opaque Wood Edge Steel Door Up to 107" x 6 -8 Unit ", sheets 1 through 7 of 7, prepared by R.W Building Consultants, Inc., dated 9/11/01 with revision 3 dated 10/22/02, bearing the.Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, 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 provid and shall be available for inspection at the job site at the req This NOA revises NOA # 01- 1218.05 and, consists of this The submitted documentation was reviewed by Jaime Eise I se 1 y t nufacturer or its distributors e . 1di fficial. w as a royal document mentioned above. NOA No 02- 1211.18 ation Date: August 15, 2007 royal Date: January 30, 2003 Page 1 DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REOUIREMENT IS NEEDED) UNIT TYPE" POSITIVE NEGATIVE SINGLE W /WO SIDELITES +66.7 psi -70.0 psi DOUBLE W /WO SIDELITES (WINDJAMBER II ASTRAGAL) +66.7 psi -70.0 psf DOUBLE W /WO SIDELITES (IMPERIAL ASTRAGAL) +57.0 psf -57.0 psf TABLE OF CONTENTS SHEET j DESCRIPTION 1 GENERA! NOTES AND TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS & BILL OF MATERIALS 3 HORIZONTAL CROSS SE' TIONS 4 HORIZONTAL CROSS SECTIONS & NOTES 5 ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS & GLAZING DETAIL 7 UNIT COMPONENTS ITEM DESCRIPTION 1 N/A 2 Hinge jamb (1 - 1/4" x 4 - 1/2" Wood Jamb) - PINE 3 Head iamb ( 1 -1/4" x 4 -b /2" Wood Jamb) -- PINE 4 4" x 4' butt hinges 12ga.(.097 ") C.R. STEEL 5 N/A . 6 9 X 1" PFH wood screw (hinge to frame) 7 8 x 3" PFH wood screw 8 10 x 2" PFH wood screw 9 1/4" topcon (1-1/4" into masonry) ITV/ BUILDEX TAPCON (NOA f( 96-1226.03) or ELCO TAPCON (NOA jj 97- 0731.15)_ 10 N/A 11 N/A 12 Bumper threshold (1 -1 /4 "x 4 5/8 x 5/8" extruded alum) 13 Compression weatherstrip Schlegel 0 -Lon ODS 650 14 Extruded Aluminum Astragal (Imperial fi ANH) 15 y9 x 1" PFH wood screw 16 Face sheet 24go.(.020 thk.min)galv.steel A -525 Fy= 24,600 psi. 17 N/A 18 Top Rail (wood 1.67" x 1.042i) 19 Bottom Rail (wood 1.067" x 1.065 ") 20 Side Stile (wood 1.067" x. 1.042" laminated veneer lumber) 21 Wood lock reinforcement (1.67" x 2.75" x 4.75 ") 22 Astragal Throw Bolt ( Steel .31" diameter 19.25' long)_ 23 N/A 24 N/A 25 N/A 26 Astra al Reinforcement Plate -- located top and bottom of Astragal 1.125' x 18.0' long X .060' thick steel Attached with 8 -' N6 x 1" PFH Wood Screw 27 Kwikset titan series lock # 200 _ 28- Kwiksel titan series deadbolt x_600__. - . _ 29 #8 X 1 -1/2" PFH WS 30 Masonry wall 31 2x wood buck 32 Expanded Polystyrene71 0 to 1.25 Ib. Density) DYLITE MFG. BY JELD -WEN 33 1/4" mox. shim space 34 Wood lock reinforcement (1.61 .< 2.75" x 11 875 ") WOOD OR MASONRY SUBSTRATE (TYPICAL) - _s 4 -9/16' 0 8 1.15' rein. ernb. ;j8 PFH WO IN WOOD SUB`,TRATE (1.11N 1.15" f 1311 ) TAPCON TYPE Al101108 08 MACOr11C UH STRATF (MIN. 1.75" EMIT.) Approved as romp!)inq with the Florida Iluiding n < NOM, Minns] Dade I'nxlu<t Co tnd Ili�itjnp - t: m_ 1) N m Ir �lu CO i D i 70a' 0 C r • J O 1'J 0 W La c�( Z W OZ u - re oo o In0 e v N 0 r , In Cr o CV o - z _ N- 3 o �l 0 T Z U n. z 0 0 i CC z 0 u 0 0 0 0 W 0 m 0 z r1' j ��/ l:orl'lul INC (1111) 684 - .1831 DAN 9/25/00 SCAIE N 1 5 --- _ 0wr, Dr 1,111 o« Dr RW ..... ■(0Aw,nr, 90 1,0'1171 ',la( r :t 01 Fi JELD -WEN® Steel WOOD EDGE OPAQUE INSULATED STEE). DOOR OUTSWING 6-8 UNITS W /AND W/OUT SIDELITES l GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 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. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS SYSTEM MEET THE WATER REQUIREMENTS FOR "HIGH VELOCITY HURRICANE ZONES ". SEE NOTE BELOW DESIGN PRESSURE CHART. 6. THIS SYSTEM REOUIRES WINDSORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE FOR THE SIDELITES ONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL INSULATED STEEL DOOR (Common to olI frame conditions) Door Leaf Construction: Foce sheets' 24 go. (0.020 ") minimum thickness, Golvonized steel A -525 commercial quality - AKDO per ASTM 620 with yield strength Fy(ove.)= 23,675 psi. Core design: Expanded polystyrene with 1.0 to 1.25 lbs. density, by Jeld -Wen, Inc. Panel Construction: The active and inactive panels ore constructed from 24 go. (0.020" min.) galvanized steel. The face sheet top and bottoms are bent 90' over the top and bottom roils. The top roil consists of LVL measuring 1.57" x 1.042 ". The bottom roil is roll formed 0.021" galvanized steel measuring 1.67" x 1.21" with o 1.645" x 3.0" x 0.831" piece of pressed fiber boord of each corner attached w/0.5" x 2.0" wire staples. The sides of the face sheet ore roll formed into the LVL latch stile and pine hinge stile measuring 1.67" x 1.0 ". The interior covity is filled with polystyrene. The face sheets ore glued to the polystyrene. Sash Construction: The sash is constructed from 240A. (0.020" min.) galvanized steel. The edges of the face sheet ore bent 90' over the polystyrene core and glued to it. The sashes ore routed to receive the ODL (HP Polypropylene - Thermofil- P6- 30FM039 & Trinity lite frames. The units ore glozed with 0.125" tempered gloss. The lite frames ore wet glazed on the exterior. Frame Construction: The fromes ore constructed from Pine jombs measuring 4.563" x 1.25 ". The heod jombs ore mortised and butt joined to the side jambs and ottoched with (3) 16 go. 2" x 7/16" crown wire staples. The units use o bump tote threshold meosuring 4.041" x 1.0 ". The threshold is ottoched to the frame with (3) 16CA. 2" x 7/16" crown wire staples. 74.5" OVERALL MAX. FRAME WIDTH - 36.625" MAX. 3 6" M PANEL WIDTH -'}� PA N EL W W /ASTRAGAL I IECI El El IN- ACTIVE ACTIVE e 0 CA I G MAX. FRAME WIDTH 36" MAX. . 1 PANEL WIDTH El El C � L (>] DOUBLE OUTSWING UNIT 37.5" OVERALL Ip SINGLE OUTSWING UNIT 14" MAX. PANEL WIDTH U w a 6" MAX. o D.L.O. 0 0 X O co 1 14" MAX. PANEL WIDTH 1 a 1- 2 c� 0 rV • D v 70" OVERALL MAX. FRAME WIDTH 36" MAX. PANEL WIDTH 1 D e 0 v a e ICY ALL UNITS ARE VIEWED FROM INTERIOR 107" OVERALL MAX. FRAME WIDTH 36.625" MAX. 36" MAX. � PANEL WIDTH 1_ PANEL WIDTH W /ASTRAGAL > ®® ®® IN- ACTIVE ACTVE OD v 1 v a 15.5" MAX. FRAME WIDTH 14" MAX. PANEL WIDTH 6" MAX. D.1.0. 15.5" MAX. FRAME WIDTH 14" MAX. PANEL WIDTH O 0 6" MAX. a D.L.O. Tn N PO O O 1 By Roes Oh SINGLE W /SIDELITES QUTSWING UNIT DOUBLE W /SIDELITES OUTSWING UNIT PRODUCT REVISED De ty/ Yr 1 d' Amlputla Isle D2 GxPRA Dete 0 agar Tut Castro$ 0 0 a 0 0 N O 0 N 01 U 0 m a 0 0 z DATE- 09 /11/01 sc&E N. T.S. rewG. er TJH cNx er RW DRAWING NO S -2104 z 0 w o: y UU BUILDING CONSULTANTS. INC 813.659.9197 SHEET 1 Or 7 ITEM DESCRIPTION MATERIAL 1 DOOR PANEL FACE SHEET 24GA. (.021 "'MIN.) STEEL 2 HEAD JAMB (1 1/4" x 4 9/16" PONDEROSA FINGER JOINTED PINE) PINE 3 HINGE JAMB (I 1/4" x 4 9/16 PONDEROSA FINGER JOINTED PINE) PINE 4 SIDELRE BLANK JAMB (I 1/4" x 4 9/76 PONDEROSA FINGER JOINTED P1NEr PINE 5 4" x 4" BUTT HINGE 11QD.(.097" HAGER) STEEL 6 #10 X 1" PFH WOOD SCREW (HINGE TO DOOR) , STEEL 7 LVL LATCH SIDE STILE (1.67 X 1.0 ") - 8 1/4" x 2 1/2" TAPCON STEEL 9 OUTSWING BUMPER THRESHOLD (.050" EXTRUDED ALUM. BY PEMKO) ALUM. 10 COMPRESSION WEATHERSTRIP SCHLECEL 0 -LON ODS 650) FOAM 11 TOP RAIL (1.67" x 1.0") WOOD 12 BOTTOM RAIL (1.73" x 1.21" x 0.021" THK. MIN. 24GA.) STEEL 13 DOOR HINGE STILE (1:67" x 1.0 ") w000 14 1/10 x 1 3/4" PFH WOOD SCREW STEEL 15 WOOD LOCK BLOCK (1.71" x 4.0" x 11.875 ") WOOD 16 1/4" x 2 1/4" TAPCON STEEL 17 EXPANDED POLYSTYRENE (1.0 to 1.25 lb. DENSITY) BY JEID -WEN FOAM 18 OPTIONAL EXTRUDED ALUM. ASTRAGAL (,050" WALL IMPERIAL) ALUM. 19 2x WOOD SUB BUCK WOOD 20 SHIM MATERIAL (25" MAX. THK.) - 21 KWIKSET TITAN 700 SERIES KNOB - " 22 KWIKSET TITAN 700 SERIES DEADBOLT - 23 BRAD TRIM NAIL 3/4" L. STEEL 24 N8 x 2" PFH WOOD SCREW STEEL 25 N8 x 2 1/2" PFH WOOD SCREW STEEL 26 ASTRAGAL EXTRUDED ALUM. (WR68J $7/V/ L4M9ER 1/ ) ALUM. - 27 YALE KNOB HERITAGE SERIES - 28 YALE DEADBOLT HERITAGE SERIES - 29 SILICONE CAULK (CR LAWRENCE 33C) SILICONE i 30 GLAZING COMPOUND (OSD BY ODL) SILICONE c 31 18 x 1" PFH WOOD SCREW (WR68J ASTRAGAL TO DOOR) STEEL 32 3 x 3/8" 1/4" ROUND SIDELITE STOP WOOD 33 A8 x 1 1/2" TEK SCREW (LITE FRAME) — PEEL 34 SCHLAGE KNOB SET F51 - 35 SCHLAGE DEADBOLT B360 36 STEEL SIDELITE PANEL 24GA. (.021" MIN. STEEL] STEEL 37 1/8" TEMPERED GLASS (BY PPG) GLASS 38 LITE FRAME (ODL HP POLYPROP. THERMOFIL- P6- 30FM0391) POLYPROP. 39 LATCH JAMB (1 1/4" x 4 9/16" PONDEROSA FINGER JOINTED PINE) PINE 40 1110 x 2" PFH WOOD SCREW STEEL 41 /10 x 1" PFH WOOD SCREW (IMPERIAL ASTRAGAL TO DOOR) STEEL 42 3/4" THK. x 4 9/16" DEEP PRESSURE TREATED REINFORCEMENT WOOD 43 1/4 x 1 3/8 WOOD MULLION CAP WOOD 44 16C A. BRAD TRIM NAIL 1" L. STEEL 45 GLAZING COMPOUND DOW 1199 SILICONE SILICONE 46 LITE FRAME BY TRINITY FOR 1/2" GLASS POLYPROP. 47 1/2" INSULTED TEMP. GLASS BY TRINITY /AMPAC - 48 LITE FRAME BY TRINITY FOR 1" GLASS POLYPROP. 49 1" INSULATED TEMP. GLASS BY TRINITY /AMPAC - 50 LITE FRAME SCREW 16 X 1 1/2" PANHEAD STEEL 0 EXTERIOR INTERIOR , n N 0 2 1 VERTICAL CROSS- SECTION DOOR PANEL • 4 e NOTE: 75 • 4 1.75" MIN. PANEL THK. (TYP. INSTALLATION IN 0 2X WOOD BUCK) 1E gco U) W 1.15" MIN. EMB. J SEE NOTE _ LE 7 SHT. 4 /1 � I so /,1 • . SEE NOTE 4 SHT. 4 h W N X z _ N J INTERIOR 1-3/4" 36.0" MAX. WIDTH ACTIVE PANEL SEE NOTE 3 SHT. 4 EXTERIOR .125" MIN. GLASS THK. 1.75" MIN. PANEL THK. cp 2 2 VERTICAL CROSS- SECTION SIDELITE SASH INTERIOR EXTERIOR I . E,- AND 6'0 AS TRAGAL /19 X 1" PH -I WS MAX. 13" " ON CENTER C:1 w z a X O co z z - gJ Z v1 w 0. A. MAX. FRAME WIDTH 74.5" ,37 36.75" MAX. WIDTH W /ASTRAGAL HORIZONTAL CROSS SECTION ACTIVE PANEL W/ ASTRAGAL. PRODUCT REVISED as compiling with tire Florida Bolding Cs e Aaxpta - No II 2-1211 • 1 6 F.xpirat.• D are 9) II IT 7 Lr• M iami +'�� - ��IRy Coetrol txlvts .1 • l(llllllllln 1 - 1 /4 MIN. TYP. INSTALLATION HRU 2X WOOD BUCK INTO MASONRY) A ppnnrd a rompl)Io with Ihr Whim 1141 ihz Cwd r_p C. nr:lmi I) ,Ic Prmh,rl Conqui 0 4' 0 2 0 cc 2 a OATE U 0 o. 0. 6 1141 ID S n1 D Q DO it 0Ot (L JO O I o Z W D' O D O U.O z 0 n (V DRAwY1G NO.: 5 -2104 ID Q O K 4 a 0(4 I— Q LI W VI CC L. U O J J CO CC Itti BUILDING CONSULTANTS. INC. 813.659.9197 co 09/11/01 svuE: N.T.S. owc. en: TJH clot. en : RW T. O v O N N r ;7: � n 4, 0 z ao ri ro z z I, w 3 a ' i O p n O J J _! al N1 U 0. w 0 sNEEt 2 a 7 rn z 0 En `4 ID U Cr - ' z 1' 0 w 5 u er 0 '4 w 0 - 0 00 0 z COI JSULTING Oil 1) 684 -3831 DIE 9/25/00 SCAIC N.T.S. DWG er. 1,11-1 CIIN. UY 1144)1110 110 DC9921 nEFI 4 OF It INACTIVE [1 9 Anchors Typicol Opposite Jacob SEE NOTE 5 SHT. 4 1.15" MIN. EMB. 17.25' TYP 17' TYP. 17' TYP. 17' TYP. 17' TYP. 1 12" MAX. 12" MAX. ASTRAGAL RETAINER BOLTS (4) BOLTS TOTAL, (2) 8.0" L. x .312" DIA"® TOP & (2) 8.0" L. x .312" DIA. 0 BOTTOM SEE NOTE ® 1 SHT. 4 • r 1 �r '; � IS 12" MAX. r - _s 0 HORIZONTAL CROSS SECTION AT ASTRAGAL, W /ITEM 126 WINDJAMBER WR68J SEE DESIGN PRESSURE RATING CHART SHEET 1 .15" MIN. C -SINK .25 MAX. SHIM THK. 6" 12" MAX. O7 0R 9® MAX. ANCHOR LOCATIONS O 3 HORIZONTAL CROSS SECTION LATCH JAMB TO BUCK 12" MAX. MAX. - 'e' ACTIVE EXTERIOR Z Y f � J In 6" INACTIVE Z Y J n EXTERIOR INTERIOR 0 HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK ASTRAGAL RETAINER BOLTS (2) TOTAL, (1) 9.0" L. x .312" DIA. 0 TOP & (1) 9.0" L. x .312" DIA. 0 BOTTOM SEE NOTE 2 SHT. 4 OPTIONAL ASTRAGAL O HORIZONTAL CROSS SECTION AT ASTRAGAL W /ITEM #18 IMPERIAL ASTRAGAL SEE DESIGN PRESSURE RATING CHART SHEET 1 8'0" 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF VIEW) .15" MIN. C -SINK .25" MAX. SHIM THK. i ALUM. RETAINING SLIDE (3) 1.0" x 4.5" x 0.565" SEE NOTE 8 SHT. 4 .15" MIN. EMB. ACTIVE ApynAo ncnmpl incwi lb Ihr Florida IAri,liog 1 lc nul� f 200 Nirml Oink Product Coglrol Ilili <ioo J PRODUCT REVISED COMIPIYin with 6e Fhith A 1prto , No � Aorept io DaM 8 By I. -mi l Mim rod Ceetld DrLT 0 0 0 a 0 0 S 1- 0 0 N I. t0 CD N Ln EC o Z `" S M Z U Z D- LO I 'n o n J_ LA _ S 1 U f1. w J W m � DOW 00U- Cl. -10 0 I� o t. 3 � 0 ? LOW D t }0 O 010 N Z 0 °° 0 % �- W 0 as a op 0 0 W Z� � v' 0 (4 W — W 0 re a N N N r0 0 0 t0 • 0 N \ a_ n 0 z re u 0 0 CONSULTING (813) 684 -3831 DATE: 9/25/00 SCAIE: N.T.S. Bwc m: TJI1 u«. HY. RW DRAWING Nn: 1)CF921 SIIELI 3 IN 6 >- W 0 O O z DATE: 09/11/0 1 SCALE: N. T.S. DWG. BT: TJH cHx. Br: RW DRAWING NO.: 5 -2104 SHEET 3 or 7 m Ld 0) z 0 " BUILDING CONSULTANTS. INC 813.659.9197 cc O o CD m ii iI .4 UM 0 SEE NOTE 5 SHT. 4 SEE NOTE 3 SHT. 4 SEE NOTE 4 SHT. 4 NOTES: 1. SPACING FOR /8 x 1" PFH SCREW ATTACHING THE WINDJAMBER INACTIVE DOOR IS AS FOLLOWS: TOP DOWN; 1.0 ", .3.0" & 5.0 ". 3.0 ", 5.0 ", 20.0" & 38.75 ". 2. SPACING FOR ITEM 41 PO O x 1 " PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; 13.0 ", 18.0" & 26.0 ". (14 PFH SCREWS TOTAL) 3. SPACING FOR 18 x 1 1/2" PLASCREW I5 AS FOLLOWS; TOP & BOTTOM; (2) SCREWS 3.0" IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN ON THE SIDES; 3.0 ". 13.0 ", 26.0 ", 39.0 ", 52.0" & 63.0 ". 4. SPACING FOR BRAD TRIM NAIL 3/4" L. ATTACHING THE OUARTER ROUND TO THE SIDELITE IS AS FOLLOWS; TOP & BOTTOM; 1.25" IN FROM EACH HORIZONTAL CORNER WITH (t) MORE NAIL IN THE MIDDLE. SIDES; 1.25 FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 5. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE #8 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE 18 x 2." PFH WOOD SCREW. 6. SPACING FOR 18 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EOUALLY SPACED, A TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION. 7. THE SIDELITE IS SECURED INTO THE SIDELITE JAMB , WITH SILICONE CAULK ON THREE SIDES & 3/8" x 3/8" 1/4 ROUND & BRAD TRIM NAIL x 3/4" L. 8. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE /10 x 2" PFH WOOD SCREW, WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE /10 x 1 3/4" PFH WOOD SCREW. 9. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM #44 A 1" TRIM NAIL SPACED A MAX. OF 12" ON CENTER. 10. SPACING FOR ITEM 150 THE #6 X 1 1/2" PANHEAD SCREW ON THE TRINITY SIDELITE FRAME IS AS FOLLOWS: FROM THE TOP DOWN ON THE SIDES (5) AT 3.25 ". 18.0625 ", 32.8 125 ", 47.5625" & 62.625 ". THE TOP & BOTTOM (1) SCREW AT 4.4375 ". • J Anchors Typ.cal Oppos.Ie bmh SEE NOTE • 7 SHT. 4 6" -- -12 " -- MAX SEE NOTE SHT. 4 - MAX. MAX. 0 4 t HORIZONTAL CROSS SECTION AT SIDELITE TO LATCH JAMB.' TYP. e L SEE NOTE 6 SHT. 4 ASTRAGAL TO THE FROM THE BOTTOM UP; 1.0 ", MAX. ANCHOR LOCATIONS 12 ___ MAX. Z Y J � • a SEE NOTE 9 SHT. 4 0 0 w ® ° 1 • 1 ( r 7!111 /1 O ® "Al SEE NOTE 6 SNT El Mil NCO 0 EXTERIOR INTERIOR 2 HORIZONTAI CROSS SECTION 4 AT SIDFLITE TO HINGE JAMB. TYP SEE NOTE 7 SHT. 4 1.15" MIN. EMB. 0 ~ .15" MIN. I COUNTERSINK N EI f • Q �V.ttt� / 1 , .25" MAX. SHIM THK. SEE NOTE 8 SHT. 4 SEE NOTE SEE NOTE 3 SHT. 4 4 SHT. 4 SEE NOTE 3 SHT. 4 By MYeI E X TE R IOR PRODUCT REVISED MOON plying MR! Doe Plaids &[MK Code Acaph.oe No Ecpirat . Date INTERIOR SEE NOTE 4 SHT. 4 SEE NOTE 7 SHT. 4 O3 HORIZONTAL CROSS SECTION 4 AT SIDELITE TO BUCK, TYP. 1116 } • Aral • act Contra[ 6 PANEL DOOR VIEWED 1 ROM E- O LRIOf (SHOWN FOR CLARITY OF VIEW) u uq..1a •ith the Floral Ilu6q C04 Q 4 ` , NO �Q jQ, , � pm 02- {u /Moral Dodo Product Con of kion 5? ' BUILaNc CONSULTANTS. INC. 813.659.9197 DATE 09/N1. 1 /01 SGLE: T.S. OWC. ay : TJH' CNK. BY: RW ORAMNG NO.. S -2104 SHEET 4 or 7 W to J11 z m� 0 Id( Q O O1 - = O O 1, m O w00 . I 41p m w p Or, 3 . in IA ce j j "0 y 0 7 050 0 o ( z O.' 0. a :E 0 L IN t 0 n O n cn O O r'7 m L n O • ' 0 to S 3 o [L z 0 Tn m 0 z 1, CONSUI. TING 013) 684 -3831 WE 9 /25/00 SUI N DWG. ay T,II 1) U. RW •itAwYIC, 110 110992 7 ;DEFT 2 JELD -WE .EL OUTSWING OPAOUF DOUBLE DOOR WOOD EDGE INSULATED STEEL DOOR WITH WOOD FRAMES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDIDOM FOR MIAMI -DADE COUNT. 2 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY To TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS USTED AS SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL ID WALL FINISH OR STUCCO. 4, IMPACT RESISTANT SHUTTERS NOT REQUIRED. 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: - FOR 6'13' WOOD FRAMES; SEE TABLE THIS SHEET - FOR 8'O" WOOD FRAMES; SEE TABLE THIS SHEET 6. ALL DIMENSIONS ARE GIVEN IN INCHES UNLESS OTHERWISE SHOWN // OUTSWING INSULATED STEEL DOOR (Common to oil frame conditions) Qg4LL€ 91_C 204 tty_c do Foce sheets: 24 go. (0.020') minimum thickness, Galvanized steel A -525 commercial quality - AKDO per ASTM 620 with yield strength Fy(min.)= 24.600 psi. Core design Evponded polystyrene with 1.0 to 1.25 lbs. density Conslruclron7 steel lace sheets glued to a ponded polystyrene (EPS), with wood roils and Laminated Veneered Lumber stiles and a wood lock block reinforcement. IIELT H 1 2 TABLE OF CONTENTS DESCRIPTION COMMONJGENERAL NOTES, TYPICAL ELEVATION) DOIIRI.1 6'8" WOOD FRAME (ANCHORS, Et FVATION) 00111(1.E B'0" WOOD FRAME ANCHORS, EL FVATION DOUBLE DOOR HORIZONTAL CROSS SECTIONS DOUBLE 40OR VERT. CROSS SECTIONS 03ILY. OF MAT(RIALSI COMMON (DOOR MODELS LOCK DETAILS) O.A. MAX. FRAME WIDTH 74 - -1/2" 0 6' -8" HEIGHT F IC;N F'f2F_`; ' -;l JE - 2 l - _ IRA I - INC; POSITIVE NEGATIVE COLONIAL 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF VIEW) WIIETF WATE R INrIL1RAT10N RE 011111 NO 01 IS KEE NE 0 t- 48.0�p..l • - (. 1 .0 851 WIIERE WATER INFILTRATION RCOIIIREMF NT 1, 1101 01E0E1 - - - 48.0 p.l •,1 0 11f O.A. MAX. FRAME WIDTH 74– i /2" 8' - -O" HEIGHT Appro..) al coml:l)int,.iIl the Flnrida Holding ('ode IIa1r Mle,el Dodo Product Cru4 Dil Woo U re N CON',UI TING (61 S) F84 -1831 ( o m ri m H) 3" 3° — 3" — DOUBLE DOOR ANCHORING LOCATIONS / 5 SHT. 4 r► DETAIL, F HEADER WINDJAMBER ASTRAGAL RETAINER BOLTS HEADER STRIKE PLATE DETAIL G HINGE TO JAMBS & DOOR SEE NOTE 5 SHT. 4 •PTI.NA I TAI F H A A RETAINER L BOLT HEADER STRIKE PLATE — 3+3" F 6 R SEE DETAIL "F" SHEET 5 • b 1 1 TYP. 1--3" 6 "--I I- 3 SEE DETAIL K SHT. 5 SEE DETAIL G SHEET 5 DETAIL J STRIKE PLATES TO JAMBS SEE NOTE 5 SHT. 4 SEE NOTE 5 SHT. 4 SEE NOTE 5 SHT. 4 r0 9) DETAIL H STRIKE PLATES TO WINDJAMER ASTRAGAL OPTIONAI DETAIL H STRIKE PLATES TO IMPERIAL ASTRAGAL 3" —I SEE DETAIL J SHT 5 6 , 1 r 3" —I I— 4.5" — I - 6 — 3" 3" SEE NOTE 6 SHT. 4 0- DETAII K SILL WINDJAMBER ASTRAGAL RETAINER BOLT HOLES I— 3" I1 16TYPI1 = 6" —I 3"— - TY P TYP. • 3" — 4.5" SINGLE DOOR W /SIDELITES ANCHORING LOCATION5 ASTRAGAL RETAINER BOLT HOLES MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE MASONRY DEEP ENOUGH FOR A 2" THROW SEE DETAIL G SHEET 5 OPTIONAL DETAIL K SILL IMPERIAL ASTRAGAL RETAINER BOLT THRESHOLD STRIKE PLATE PRODUCT REVISED as caw pIyi gwith UN Florida olddlwlt Oak Auepttaee No II EapintIo Delo a i a i By Mimi 1 ;L^ Div' 1 el Coated CC 0 et Z CO 0) rn� OQ rs- Z N W�-- �p o 111 v 1 Ua a 0 0) ce N m 04 I0 0 Q y 0 U 0 0 N O 0 CO O O z (o Z 0 I BUILDINC CONSULTANTS. INC 813.659.9197 DATE: 09/11/01 scut: N.T.S. DWG. BY: TJH 1111(. EV: RW DRAWING NO.: S -2104 SHEET 5 or 7 N O U) 0011. 9/25/00 scat. N T.S. OWC DY. [J11 CIA HY. RW DRAWING N0 [10'1'12 1 • 5111)1 1 OF t. \pi Eli .,9/C :H�i�u �,�a� •xviv c Fl 1] r. / 1 ar BO JELD -WE .EL OUTSWING OPAOUF DOUBLE DOOR WOOD EDGE INSULATED STEEL DOOR WITH WOOD FRAMES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDIDOM FOR MIAMI -DADE COUNT. 2 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY To TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS USTED AS SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL ID WALL FINISH OR STUCCO. 4, IMPACT RESISTANT SHUTTERS NOT REQUIRED. 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: - FOR 6'13' WOOD FRAMES; SEE TABLE THIS SHEET - FOR 8'O" WOOD FRAMES; SEE TABLE THIS SHEET 6. ALL DIMENSIONS ARE GIVEN IN INCHES UNLESS OTHERWISE SHOWN // OUTSWING INSULATED STEEL DOOR (Common to oil frame conditions) Qg4LL€ 91_C 204 tty_c do Foce sheets: 24 go. (0.020') minimum thickness, Galvanized steel A -525 commercial quality - AKDO per ASTM 620 with yield strength Fy(min.)= 24.600 psi. Core design Evponded polystyrene with 1.0 to 1.25 lbs. density Conslruclron7 steel lace sheets glued to a ponded polystyrene (EPS), with wood roils and Laminated Veneered Lumber stiles and a wood lock block reinforcement. IIELT H 1 2 TABLE OF CONTENTS DESCRIPTION COMMONJGENERAL NOTES, TYPICAL ELEVATION) DOIIRI.1 6'8" WOOD FRAME (ANCHORS, Et FVATION) 00111(1.E B'0" WOOD FRAME ANCHORS, EL FVATION DOUBLE DOOR HORIZONTAL CROSS SECTIONS DOUBLE 40OR VERT. CROSS SECTIONS 03ILY. OF MAT(RIALSI COMMON (DOOR MODELS LOCK DETAILS) O.A. MAX. FRAME WIDTH 74 - -1/2" 0 6' -8" HEIGHT F IC;N F'f2F_`; ' -;l JE - 2 l - _ IRA I - INC; POSITIVE NEGATIVE COLONIAL 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF VIEW) WIIETF WATE R INrIL1RAT10N RE 011111 NO 01 IS KEE NE 0 t- 48.0�p..l • - (. 1 .0 851 WIIERE WATER INFILTRATION RCOIIIREMF NT 1, 1101 01E0E1 - - - 48.0 p.l •,1 0 11f O.A. MAX. FRAME WIDTH 74– i /2" 8' - -O" HEIGHT Appro..) al coml:l)int,.iIl the Flnrida Holding ('ode IIa1r Mle,el Dodo Product Cru4 Dil Woo U re N CON',UI TING (61 S) F84 -1831 ( o m ri m H) 3" 3° — 3" — DOUBLE DOOR ANCHORING LOCATIONS / 5 SHT. 4 r► DETAIL, F HEADER WINDJAMBER ASTRAGAL RETAINER BOLTS HEADER STRIKE PLATE DETAIL G HINGE TO JAMBS & DOOR SEE NOTE 5 SHT. 4 •PTI.NA I TAI F H A A RETAINER L BOLT HEADER STRIKE PLATE — 3+3" F 6 R SEE DETAIL "F" SHEET 5 • b 1 1 TYP. 1--3" 6 "--I I- 3 SEE DETAIL K SHT. 5 SEE DETAIL G SHEET 5 DETAIL J STRIKE PLATES TO JAMBS SEE NOTE 5 SHT. 4 SEE NOTE 5 SHT. 4 SEE NOTE 5 SHT. 4 r0 9) DETAIL H STRIKE PLATES TO WINDJAMER ASTRAGAL OPTIONAI DETAIL H STRIKE PLATES TO IMPERIAL ASTRAGAL 3" —I SEE DETAIL J SHT 5 6 , 1 r 3" —I I— 4.5" — I - 6 — 3" 3" SEE NOTE 6 SHT. 4 0- DETAII K SILL WINDJAMBER ASTRAGAL RETAINER BOLT HOLES I— 3" I1 16TYPI1 = 6" —I 3"— - TY P TYP. • 3" — 4.5" SINGLE DOOR W /SIDELITES ANCHORING LOCATION5 ASTRAGAL RETAINER BOLT HOLES MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE MASONRY DEEP ENOUGH FOR A 2" THROW SEE DETAIL G SHEET 5 OPTIONAL DETAIL K SILL IMPERIAL ASTRAGAL RETAINER BOLT THRESHOLD STRIKE PLATE PRODUCT REVISED as caw pIyi gwith UN Florida olddlwlt Oak Auepttaee No II EapintIo Delo a i a i By Mimi 1 ;L^ Div' 1 el Coated CC 0 et Z CO 0) rn� OQ rs- Z N W�-- �p o 111 v 1 Ua a 0 0) ce N m 04 I0 0 Q y 0 U 0 0 N O 0 CO O O z (o Z 0 I BUILDINC CONSULTANTS. INC 813.659.9197 DATE: 09/11/01 scut: N.T.S. DWG. BY: TJH 1111(. EV: RW DRAWING NO.: S -2104 SHEET 5 or 7 N O U) 0011. 9/25/00 scat. N T.S. OWC DY. [J11 CIA HY. RW DRAWING N0 [10'1'12 1 • 5111)1 1 OF t. M I A M I•DADE 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) .iCI(t -WCn, Inc. • 31725 Ilighway,97 North. Chiloquin, OR 97624 SCOPE: Zone of the Florida Building C 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 (A1IJ). 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 AIIJ (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, anth as been designed to comply with the High Velocity Hurricane NI1AMi -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 \VEST FLAGLER STREET, tUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 M DESCRIPTION: Series.Jel . -Wen© Steel W/E Outswt g Opaque Insulated Steel Doors APPROVAL DOCtiMEN Drawing No. DC992,J itled "Outswing Opaque insulated Steel Double Door in Wood Frame ", sheets 1 through 01 6, pre • •y R.W. Consulting, Inc., dated 9/25/00 with revision No: I dated 10/14/02, bearing the Miami -Dade ounty Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. f1'IISSiLE 1MPACT 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 tiled 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 he cause for termination and removal of NOA. A DVERTISEMENT: The NOA number preceded by the words Miami -Dade (' ounty, Florida, and hallowed by the expiratid'n date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall he (lone in its entirety. INSPECTION: A copy of this entire NO;\ shall be provided to the user by the manufacturer or its distributors and shall he available for inspection at the job site at the request of the 1uilding Official. 'i'his NOA revises and renews NOA # 00- 1003.04 and consists of this page I as well as ap(aroval document mentioned above. The submitted documentation was reviewed by Man Perez, P.E. NOA No 02- 1022.14 Expiration Date: December 02, 2007 Approval Date: December 19, 2002 Page 1 A 0 I- ® 1 1.75" MIN. PANNEL THK. e in d �' my �6 . ¶ 4 r . 0 N r, 0 m ti .5" M IN. :-1 Ire@ ASS THK. 4 m -0 (R 0 0 ' m 0 m 0 -1 .123" MIN. GLASS THK. 1.75" MIN. PANEL THK. 0 0 0 1" MIN. GLASS THK, 1.75" MIN. PANEL THK. A 2 —{ 13.85 t- 8 53.85 f L {- 36.375 " — 5.5" 13.85" (J ,- 0 iq —1- I— s" 13.85" 0 m 7.375" --I v7 m 38.375" = o 69.375" `� n 13.8513.85 .85 -, 13.85" —6" 5 H I L 1_ 48 40 IV I N7 G 0 5 in 0 3 2 1 06/06/02 03/14/02 NO DATE ADDED TRINITY FRAME GENERAL REVISION GENERAL REVISION ZRK TJH TJH BY REVISIONS PRODUCT: OUTSWING OPAQUE WOOD EDGE STEEL DOOR LIP 70 107" x 6 -8 UNIT PART OR ASSEMBLY: ANCHORING LOCATIONS et GLAZING DETAILS JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 'Q 14 ©I I I 4 1— 1 17 F 37-. 6" 3" OM 6 s0 m 5.5" =m i m 0 n w — 7i0 v0 36.375" c ; O c, m �0 am T • © XV) 7 3 :"'i or:, ll ti' c.0 k � " 6" - cn� w c.. l : TT _L 1 'uL �O M I A M I•DADE 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) .iCI(t -WCn, Inc. • 31725 Ilighway,97 North. Chiloquin, OR 97624 SCOPE: Zone of the Florida Building C 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 (A1IJ). 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 AIIJ (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, anth as been designed to comply with the High Velocity Hurricane NI1AMi -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 \VEST FLAGLER STREET, tUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 M DESCRIPTION: Series.Jel . -Wen© Steel W/E Outswt g Opaque Insulated Steel Doors APPROVAL DOCtiMEN Drawing No. DC992,J itled "Outswing Opaque insulated Steel Double Door in Wood Frame ", sheets 1 through 01 6, pre • •y R.W. Consulting, Inc., dated 9/25/00 with revision No: I dated 10/14/02, bearing the Miami -Dade ounty Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. f1'IISSiLE 1MPACT 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 tiled 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 he cause for termination and removal of NOA. A DVERTISEMENT: The NOA number preceded by the words Miami -Dade (' ounty, Florida, and hallowed by the expiratid'n date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall he (lone in its entirety. INSPECTION: A copy of this entire NO;\ shall be provided to the user by the manufacturer or its distributors and shall he available for inspection at the job site at the request of the 1uilding Official. 'i'his NOA revises and renews NOA # 00- 1003.04 and consists of this page I as well as ap(aroval document mentioned above. The submitted documentation was reviewed by Man Perez, P.E. NOA No 02- 1022.14 Expiration Date: December 02, 2007 Approval Date: December 19, 2002 Page 1 A 0 I- ® 1 1.75" MIN. PANNEL THK. e in d �' my �6 . ¶ 4 r . 0 N r, 0 m ti .5" M IN. :-1 Ire@ ASS THK. 4 m -0 (R 0 0 ' m 0 m 0 -1 .123" MIN. GLASS THK. 1.75" MIN. PANEL THK. 0 0 0 1" MIN. GLASS THK, 1.75" MIN. PANEL THK. A 2 —{ 13.85 t- 8 53.85 f L {- 36.375 " — 5.5" 13.85" (J ,- 0 iq —1- I— s" 13.85" 0 m 7.375" --I v7 m 38.375" = o 69.375" `� n 13.8513.85 .85 -, 13.85" —6" 5 H I L 1_ 48 40 IV I N7 G 0 5 in 0 3 2 1 06/06/02 03/14/02 NO DATE ADDED TRINITY FRAME GENERAL REVISION GENERAL REVISION ZRK TJH TJH BY REVISIONS PRODUCT: OUTSWING OPAQUE WOOD EDGE STEEL DOOR LIP 70 107" x 6 -8 UNIT PART OR ASSEMBLY: ANCHORING LOCATIONS et GLAZING DETAILS JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 0,1 ", 0 . U 1 y y o D ®O®bD CO y O r 0 • X x x O w N v 0 D D T 1 -2.040" 1 0 0 0 0 -4 r ti 1-- 4.0" --+ v v ,> n --I h.377" .380" r - r O ti ✓ 0 i F f 1-1.2.6" — I ■ —� .75" I— W i„ L.__ i_ L1.21" 1 -7 N g 0 5 z O 0 3 2 NO 10/22/02 06/06/02 03/14/02 DATE GENERAL REVISION ADDED TRINITY FRAME GENERAL REVISION IRK TJH TJH BY REVISIONS PRODUCT: OUTSWING OPAQUE WOOD EDGE STEEL DOOR UP TO 107" x 6 -8 UNIT PART OR ASSEMBLY: UNIT COMPONENTS JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541. 783.2057 DADE THD -18006 • J ELDWEN® WINDOWS & DOORS HURRICANE DOOR SYSTEMS SISTEMA PARR PUERTAS HURACANES Contains Acceptance No. 02- 1022.14 Expires 12/02/2007 Contains Acceptance No. 02- 1211.10 Expires 07/17/2008 Contains Acceptance No. 02- 1211.18 Expires 08/15/2007 ■ For a complete listing of JELD -WEN Hurricane Door Systems Visit our website at www.jeld - wenresearch.com Notice of Acceptance and Approval /Installation Drawings Save for Builder and Inspector SB 3 -03 1.15" MIN. EMB. • . 'a • EXTERIOR .25" MAX. SHIM THK. n 0 — a HORIZONTAL CROSS SECTION AT SIDELITE TO HINGE JAMB. JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 .15" MIN. . COUNTERSINK I SEE NOTE #1 SHT. 4 TYP. SEE NOTE /1 SHT. 7 01 4 HORIZONTAL CROSS SECTION AT SIDELITE TO BUCK. TYP. .15” MIN. COUNTERSINK 2 NO /2 9/02 6/29/000 DATE REVISIONS EXTERIOR z Y INTERIQH u) GENERAL REVISION GENERAL REVISION KMN TJH BY IA SEE NOTE #1 SHT. 7 SEE NOTE #1 SHT. 4 PRODUCT: JELD -WEN STEEL OUTSWING WOODEDGE DOOR DOUBLE & SINGLE UNIT PART OR ASSEMBLY: HORIZONTAL CROSSECTIONS 1/4, 2/4 & 3/4 BUILDING CONSULTANTS, INC. 813.684.3831 NOTES: 1. SPACING FOR ATTACH THE JAMB IS AS DOWN 6" & BOTTOM UP L .15" MIN. COUNTERSINK ITEM 133, WHEN USED TO SIDELITE TO THE SIDELITE FOLLOWS; FROM THE TOP 30 ". THE SPACING FROM THE IS THE SAME. PRODUCT REVI>7LD es 'margin Ida IR Obeli. Digs( CAW Acceptance No ' 21 •10 EykMM� SEE NOTE #1 SHT. 7 0 ••: ONTAL CROSS SFCI1ON AT SIDF1 ITF TO I ATCH JAMB. TYP. DATE 12/01/99 sCQE 1/2" = 1 DWG. Br: TJH cNN. Br: RW BRA No.: 5 -2004 SNEEr 4 OF 7 SEE NOTE 11 1 SHT. 7 .25" MAX. SHIM SEE NOTE #1 SHT. 3 CD HORIZONTAL CROSS SECTION AT ASTRAGAL. TYP. .15" MIN. COUNTERSINK 1.15" MIN. EMB. SEE NOTE #2 SHT. 7 33 HORI7ONTAL CROSS SECTION AT LATCH JAMB TO BUCK. TYP NOTES: 1. SPACING FOR #18A IS AS 1", 2 1/2 ", 4 ", 5 1/2 ", THE BOTTOM UP IS THE 2. ATTACH THE STRIKE PLATE ASTRAGAL USING A # x ^Z y Q EXTERIOR INTERIOR SEE NOTE 11 SHT. 7 FOLLOWS: FROM TOP DOWN 13 ", 18" & 26 ". SPACING FROM SAME. AND THE DEADBOLT PLATE TO' THE 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 2 11/ 08/02 GENERAL REVISION REVISIONS KMN 1 6/29/00 GENERAL REVISION TJH NO DATE BY PRODUCT: JELD -WEN STEEL OUTSWING WOODEDGE DOOR DOUBLE & SINGLE UNIT PART OR ASSEMBLY: HORIZONTAL CROSSECTIONS 1/3, 2/3 & 3/3 eg BUILDING CONSULTANTS. INC. 813.684.3831 GATE: 1 2/01/99 scA.B1 /2" = 1" IY G. Br: TJH CNIC BY: RW MIMING NO.: S -2004 SHEET 3 of 7 0.75" - - I k- •111 • L 1.25" - I~ — O 0 b• -{ 13.85" 35.5" 5.5" 13.85" 13.85" 13.85" 13.85" O 1 1 --{ 1 3.85 1 13.85" P F 71 f71 f7r1 -1.13.8511- 3.85 3 ° 13.85 -- 13.85" 13.85" 13.85' 13.85" 13.85" 13.85" J -- 4" W 1 T I -- 4 " Ith o 0 z to to 2 7 NO 11/08/02 6/29/00 DATE GENERAL REVISION GENERAL REVISION KMN TJH BY REVISIONS PRODUCT: JELD -WEN STEEL. OUTSWING WOODEDGE DOOR DOUBLE AND SINGLE UNIT PART OR ASSEMBLY: ANCHORING LOCATIONS JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 e e .625" --I t 1 1.75" 79.75" MAX. PANEL HEIGHT 32.25" MAX. D.L.O. 81.25' MAX. OVERALL FRAME HEIGHT 1.25" MIN. EMB. 1.25 MIN. EMB. .625" .25" MIN. r COUNTERSINK 1.25 MIN. EMB. 79.75" MAX. PANEL HEIGHT 81.25" MAX. OVERALL FRAME HEIGHT 63.8175' MAX. D.L.O. 79.75" MAX. PANEL HEIGHT 0- ° Y zi z • 63.8175" MAX. D.L.0. 1 81.25" MAX. OVERALL FRAME HEIGHT N m y 0 .15" MIN. COUNTERSINK .15" MIN. COUNTERSINK .15" MIN. COUNTERSINK .25' MAX. SHIM THK. .25' MAX. SHIM THK. 1.15" MIN. EMB. 1.15" MIN. EMB. 6 IN 0 • 0 A 3 2 1 11/08/02 6 28 00 6/27/00 NO DATE GENERAL REVISION GENERAL REVISION GENERAL REVISION KMN TJH TJH BY REVISIONS PRODUCT: JEW -WEN STEEL OUTSWING WOODEDGE DOOR DOUBLE AND SINGLE UNIT PART OR ASSEMBLY: VERTICAL CROSS SECTIONS JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 O O cn 4> w N.)-• O O c 0 0 N m a 0 0 C o) ° .. r N a 0 a r to ° 0 0 E 0 4va. 4 0 6' -8" - 79.75" MAX. PANEL HEIGHT 6' -8" - 6.3.8175" MAX. D.L.O. 0 0 3m Z 0 oz O 7m 0 6' -8" - 81.25" MAX. OVERALL HEIGHT . 9 u . -r ; 0 El ; la ; `�'r m -1 i i - m a ° m -I y A V ° m C) r'7 Co Z m = -r Q 2t A D - < .., E - ZA A n y C m 2 ig N N N E 4. El ' C q Z ° m O yv Z -n Z zi m W °. Z N Pa ER rn N ° D c) 3E Z ~ O zR r c c�m ccozrTI A r rn rn Oa p A m % ; --I ° c z N �"° "' o r*' z DPT1 0 0 z Agcn m o r p N o m s rh chi r m n o ° c 'r ° m z, s� j n il- m Z m D z O m V 6' -8" - 81.25' MAX. OVERALL HEIGHT Z w rn 9 " • 0 0 x 0 O • ° o w z 71 N c o o co 2 11/08/02 GENERAL REVISION KMN 1 NO] DATE 6/29/00 (GENERAL REVISION TJH BY REVISIONS PRODUCT: JELD -WEN STEEL OUTSWING WOODEDGE DOOR DOQUBLE AND SINGLE UNIT PART OR ASSEMBLY: W /AND W /OUT SIDELJTES GLAZED ELEVATIONS JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 j I 80.0" MAX. R.ANEL HEIGHT –j O 0 O 0 O 0 1 [ 1 1 l 1 O 0 1 0 1 _80.0" MAX. PANEL HEIGHT -1 1 11 Li It I I{I w w a I � 13.851- -3.85" 1- 3.8553 53.85 13.85" 13.85" 13.85" 35.5' 5.5" 0 0 13.85 3.85" }- 3.85 3.85" 13.85 1— ----I 13.85" 13.85" 13.85" 13.85" I— 4' - — — 4" 13.85" -- —I I— 4" J I-4 N co to 1 NO 11/08/02 62900 DAT GOM& REVISION GENERAL REVISION KMN TJH REVISIONS PRODUCT: JELD -WEN STEEL OUTSWING WOODEDGE DOOR DOUBLE AND SINGLE UNIT PART OR ASSEMBLY: ANCHORING LOCATIONS AND DOOR MODELS JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 c :is— O O —O I vt O1 1 -fO I + 1 0 0 N m a 0 0 C o) ° .. r N a 0 a r to ° 0 0 E 0 4va. 4 0 6' -8" - 79.75" MAX. PANEL HEIGHT 6' -8" - 6.3.8175" MAX. D.L.O. 0 0 3m Z 0 oz O 7m 0 6' -8" - 81.25" MAX. OVERALL HEIGHT . 9 u . -r ; 0 El ; la ; `�'r m -1 i i - m a ° m -I y A V ° m C) r'7 Co Z m = -r Q 2t A D - < .., E - ZA A n y C m 2 ig N N N E 4. El ' C q Z ° m O yv Z -n Z zi m W °. Z N Pa ER rn N ° D c) 3E Z ~ O zR r c c�m ccozrTI A r rn rn Oa p A m % ; --I ° c z N �"° "' o r*' z DPT1 0 0 z Agcn m o r p N o m s rh chi r m n o ° c 'r ° m z, s� j n il- m Z m D z O m V 6' -8" - 81.25' MAX. OVERALL HEIGHT Z w rn 9 " • 0 0 x 0 O • ° o w z 71 N c o o co 2 11/08/02 GENERAL REVISION KMN 1 NO] DATE 6/29/00 (GENERAL REVISION TJH BY REVISIONS PRODUCT: JELD -WEN STEEL OUTSWING WOODEDGE DOOR DOQUBLE AND SINGLE UNIT PART OR ASSEMBLY: W /AND W /OUT SIDELJTES GLAZED ELEVATIONS JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 j I 80.0" MAX. R.ANEL HEIGHT –j O 0 O 0 O 0 1 [ 1 1 l 1 O 0 1 0 1 _80.0" MAX. PANEL HEIGHT -1 1 11 Li It I I{I w w a I � 13.851- -3.85" 1- 3.8553 53.85 13.85" 13.85" 13.85" 35.5' 5.5" 0 0 13.85 3.85" }- 3.85 3.85" 13.85 1— ----I 13.85" 13.85" 13.85" 13.85" I— 4' - — — 4" 13.85" -- —I I— 4" J I-4 N co to 1 NO 11/08/02 62900 DAT GOM& REVISION GENERAL REVISION KMN TJH REVISIONS PRODUCT: JELD -WEN STEEL OUTSWING WOODEDGE DOOR DOUBLE AND SINGLE UNIT PART OR ASSEMBLY: ANCHORING LOCATIONS AND DOOR MODELS JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 33 34 31 32 29 30 27 28- 25 24 22 23 201 21J 18A 19 18 16 17 14 15 W n, 10 11 (0 00 7A 7B - 0( Cr) A 4.4 N Item 1 18 x 2 PHILLIPS FLATHEAD WOOD SCREW BLANK JAMB (1 1/4" x 4 1/12 ") VENT LITE FRAME ODL POLY PROPOLENE 3/4" OVERALL INSULATED TEMPERED GLASS (VENT UTE PANELS) LATCH JAMB J1 1/4" x 4 /112") 18 x 1 1/2 TEK SCREW TE FRAME) FULL LITE & SIDELITE FRAME ODL POLY PROPOLENE 1/2" OVERALL INSULATED TEMPERED GLASS 1/4" MAX. SHIMS WOOD LOCK REINFORCEMENT DYLITE EXPANDED POLYSTYRENE (1.0 TO 1.25 lbs. /cu. ft. MIN. DENSITY) MASONRY WALL • 2x WOOD BUCK KWIKSET TITAN SERIES DEADBOLT LATCH SCREWS (SEE LOCK INSTRUCTIONS) 8 -16 X 1" PHILLIPS FLATHEAD WOOD SCREW KWIKSET TITAN SERIES LOCK ASTRAGAL REINFORCEMENT PLATE LOCATED TOP & BOTTOM OF ASTRAGAL, ATTACHED/W ASTRAGAL THROW BOLT 0.31" x 19.25 L. 18 x 1/2" L. TYPE AB" PANHEAD SMS BOTTOM RAIL (167 x 1.065 ) SIDE STILE (1.067" 1.065 ") FACE SHEET 24GA. (GALVANIZED .021" MIN. FACE SHEET 25GA. (GALVANIZED .018" MIN. TOP RAIL (1.67" x 1.042 ") EXTRUDED ASTRAGAL (IMPERIAL IANH) �9 x 1" PHILLIPS FLATHEAD WOOD SCREW BUMPER THRESHOLD (1 1/4 "x4 5/8 "x5/8" ) COMPRESSION WEATHERSTRIP Q —LON QDS -650 ITW BUILDEX TAPCON (NOA 1 96- 1226.03) OR ELCO TAPCON (NOA 1 97—.9731.15) 110 X 2" PHILLIPS FLATHEAD WOOD SCREW..(HINGE TO BUCK 1/4' TAPCON x 2 1/8' FOR DOORS & 2 1/2" FOR SIDEUTES 19 x 1" PHILLIPS FLATHEAD WOOD SCREW (HINGE TO FRAME) I�8 x 2 1/2" PHILLIPS FLATHEAD WOOD SCREW HEAD JAMB (1 1/4" x 4 1/2 ") 4" x 4" BUTT HINGE 12GA. (.097" MIN) DESCRIPTION HINGE JAMB (1 1/4" x 4 1/12 ") STEEL 1 WOOD GLASS J WOOD STEEL GLASS WOOD WOOD CONC. WOOD STEEL WOOD STEEL STEEL WOOD WOOD GALV. EL MIE • r► ALUMINUM STEEL ALUMINUM 1 m n1 rn STEEL STEEL STEEL STEEL ] WOOD JJ STEEL Moteriol WOOD JEW is m O m e m -• N rn m Z ( n c� e m N 0 .5" MIN. GLASS THK. 0•• A z in 2 NO. 1108/02 6 29 � 00 DATE GENERAL REVISION GENERAL REVISION KMN TJH BY REVISIONS PRODUCT: JELD —WEN STEEL OUTSWING WOODEDGE DOOR DOUBLE AND SINGLE UNIT PART OR ASSEMBLY: BILL OF MATERIALS & GLAZING DETAILS JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 37624 PH. 541.783.2057 i MIA M I•DADE 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 -DADF FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Jeld -Wen "Gladiator" & "Energy Saver" O/S Glazed W/E Residential Ins. Steel Door APPROVAL DOCUMENT: Drawing No. S -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. NOA No 02- 1211.10 Expiration Date: July 17, 2008 Approval Date: January 23, 2003 Page 1 Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE STATEMENT being the legal property owner, for the property Located at: Ar3 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),,gnd I have read and understand the following disclosure Statement, which entitles me td *Ork 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 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 mast comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument Was acknowledged before me this 29c day of _ , 20 �3 B r-af e_ . (� L0.. — CC — • who is personally known to me or who has Produced • • as identifica and who did take an oath: argas #DD231984 Jul 13, 2007 onded Thru antic Bonding Co., Inc.