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1220 NE 94 St (15)r H • r d AA 55 114itir / f 50.5 , A Oron 113 Y 701,5-'i `4 ( � t , i / , c 4 , - -4 h SCA? >.Cy 'j G _ -cam o tr 1 _co _� f L_C L • • ■•■ to" /3'- 3" i" ' 1 t/Ite til eem kAArA iA1 MY. mos. n0L3 10-t E 94 V, MIctinAt - 3Z'- 00 z: .3 TL ' / " • 7 "-- ,/".)" el3" • <-/ <\ c -8 lHi • LO. L /74'A! 4 2" •I■ /11 • r- IMARLES H. MARKEL AROOTEA biAM F N 7 1: ill 270v .1 t 1 A LT:.P:RA-t--1-0 14_5 -2 1 - 0 - H o O _ M RIST: K 5 o N,E, et 4 m 5T, - A-M StiriZO-5FLA r2Ee 7 ' DRAWN 8 `, MEET All dimensions & size designations given are subject to verification on job site and adjustment to fit job conditions. THE HOME DEPOT This is an original design must2040E43F g g not be released or copied unless applicable fee has been paid or job order placed. KRAFT MAID MARY BRIGGS 785 N.E. 94 STREET MIAMI SHORES, FL Scale :1/4" = t' Designer RANDY C S LQ WaIVC Line # 2 Line # 2 344 1 54 ! A ----- 804 15 1, 49 "12- 30 - — 45 W4530 .B36.2D BP P9 45: 5d' 601 'S` 24 — Wit — 30 — 4 36 9 — 45: 9 00 wg no ,- ---\----- • . w • z a a Note: This drawing is an artistic Interpretation of the general appearance of the floor plan. It Is not meant to be an exact rendition. 44Ae 10 'd HOME D EPOT f I ® ®4D 2040E43F KRAFT MAID MARY BRIGGS 785 N.E. 94 STREET MIAMI SHORES, FL 11 Dwg no. f r r. tjy ',JE.LAGE DATE :;,CIMPLIANCE •.• ,:OUNTY RULES AND REG'iLAtIO MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Builaing Inspection Request Date Type Insp'n D oo r Permit No. bi " 4aq Name 3m Address 107 NE- — 14 M Company V W n r Phone # Inspection Date E I :1 Approved Correction Re- Insp'n Fee Date Type Insp'n ♦ A Permit No. Inspection Date Approved Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 05/95 -2204 Building' Inspection Request 17 cnr F64 --- 4b-q Name 3m Address 10716 945+ Company OWney Phone # qq ff ��^^ l) t3+J Re- Insp'n Fee ❑ a d Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2004 -429 Printed: 3/30/2004 Applicant: ALAN SMITH Owner: SMITH ALAN JOB ADDRESS: 1078 NE 94 ST Contractor Local Phone: Parcel # 1132050070190 Signed: (INSPECTOR) Building Permit Contractor's Address: Page 1 of 1 Legal Description: 5-6 53 42 .19 AC M/L PL OF GOVT LOT 4 PB 5 -90 PORT OF TR K DESC BEG SE Fees: Description Amount FEE2004 -3332 Building Fee $100.00 FEE2004 -3333 CCF $0.60 FEE2004 -3334 Notary Fee $5.00 FEE2004 -3335 Training and Education Fee $0.20 FEE2004 -3336 Technology Fee $2.50 FEE2004 -3337 Scanning Fee $6.00 Total Fees: $114.30 Total Fees: $114.30 .i7 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 9/25/2004 Construction Value: $400.00 Work: REPLACE REAR DOOR In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: - BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 4AA, ,_5 vt 1h/ e q e f i wth one # — 754-'4257 Owner's Address C�,� �O1 � +,e q"t Cit / "6 nA 5 I.W &3 State Zip 333136 Phone # Tenant/Lessee Name Job Address (where the work is being done) 1078 I4L q4 . City Miami Shores Village County Miami -Dade Zip 33 (3 t Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) ,)D Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 400 Code Enforcement $ Structural Plan Review. $ Permit Nop,92 Master Permit No. Phone # Square Footage Of Work: Type of Work: ❑Addition [& 1 ❑^^ Walden �❑-Np�ew, 1 Me/44 ,� ❑ Demolition Describe Work: j e A C- Old � �,�, ()Al Cb� hi. M aCITdC.. IND Submittal Fee $ �Q . Permit Fee $ CCF $ o ( CO /CC Notary $ '` Training/Education Fee $ R g, 0 Technology Fee $ , Wif (U/ Scanning $ Radon $ Zoning '' Bond $ * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 Ad, G d74 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this l_ ( _k The foregoing instrument was acknowledged before me this day of 0 (.Y 20 4 by rr _ 1-f j'■ , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY )PUBLIC: Sign: t r V Print: My Commission Expires: as identification and who did take an oath. NOTARY PUBLIC: MVM ahel V arga:, Sign: " - Commission #0D2319t = Exuitcs: Jul 13, 201' Print: �v oFfl °: ;3ondedT My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** State Certificate or Registration No. Certificate of Competency No. ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** _* APPLICATION APPROVED BY: Chc 12/15/03 (Certificate of Competency Holder) *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MAR 3 0 2004 Plans Examiner Engineer Zoning • • IOW f 5' ird *no Story Residence 1078 rkich 0 F 1 P 3.4" (o 1:) 0.40' a 11700' 14 0' .-----" i ,_......___.....------ i _ 1 t f C,artc We& --- 1 \ 1 1 Pwch t•- t - 7. s 12 g' S 90'00'0" At 117 00' r:f _ Doa •-•1 Ce AC:Vc==1. 35 70 ea. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. 317525 Highway 97 N. Chiloquin, OR 97624 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Jeld- Wen®" 6'8" W/E Outswing Opaque Insulated Steel Door w /wo Sidelites- Impact Resistant APPROVAL DOCUMENT: Drawing No. S -2104, titled "Outswing Opaque Wood Edge Steel Door Up to 107" x 6 -8 Unit ", sheets 1 through 7 of 7, prepared by R.W Building Consultants, Inc., dated 9/11/01 with revision 3 dated 10/22/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and.Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, 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 NOA # 01- 1218.05 and, consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Jaime 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- 1211.18 Expiration Date: August 15, 2007 Approval Date: January 30, 2003 Page 1 DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REOUIREMENT IS NEEDED) UNIT TYPE POSITIVE NEGATIVE SINGLE W /WO SIDELITES +66.7 psf -70.0 psf DOUBLE W /WO SIDELITES (WINDJAMBER II ASTRAGAL) +66.7 psf -70.0 psf DOUBLE W /WO SIDELITES (IMPERIAL ASTRAGAL) +57.0 psf -57.0 psf TABLE OF CONTENTS SHEET # DESCRIPTION 1 GENERAL NOTES AND TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS & BILL OF MATERIALS 3 HORIZONTAL. CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS & NOTES 5 ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS & GLAZING DETAIL 7 UNIT COMPONENTS JELD -WEN® Steel WOOD EDGE OPAQUE INSULATED STEEL DOOR OUTSWING 6-8 UNITS W /AND W/OUTSIDELITES 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 REOUIREMENTS FOR "HIGH VELOCITY HURRICANE ZONES ". SEE NOTE BELOW DESIGN PRESSURE CHART. 6. THIS SYSTEM REOUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE FOR THE SIDELITES ONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) Door Leaf Construction: Fae. e s: 24 go. (0.020 ") minimum thickness, Galvanized steel A -525 commercial quolity - AKDO per ASTM 620 with yield strength Fy(ove.)= 23,675 psi. Cor- desi.n: Expanded polystyrene with 1.0 to 1.25 lbs. density. by Jeld -Wen, Inc. Panel Construction: The active and inoctive panels ore constructed from 24 ga. (0.020" min.) galvanized steel. The face sheet fop and bottoms ore bent 90' over the top and bottom roils. The lop roil consists of LVL measuring 1.57" x 1.042 ". The bottom roil is roll formed 0.021" galvanized steel measuring 1.67" x 1.21" with o 1.645" x 3.0" x 0.831" piece of pressed fiber boord at eoch corner attached w/0.5" x 2.0" wire stoples. The sides of the (ace sheet ore roll formed into the LVL latch stile and pine hinge stile meosuring 1.67" x 1.0 ". The interior cavity is filled with polystyrene. The face sheets ore glued to the polystyrene. Sash Construction:_ The Bosh is constructed from 24GA. (0.020" min.) galvanized steel. The edges of the face sheet are bent 90' over the polystyrene core and glued to it. The sashes ore routed to receive the ODL (HP Polypropylene - Thermofil- P6- 30FM0391) & Trinity tile frames. The units ore glazed with 0.125" tempered gloss. The Iite frames ore wet glazed on the exterior. Frame Construction7 The frames ore constructed from Pine jambs measuring 4.563" x 1.25 ". The head jambs are mortised and butt joined to the side jambs and attached with (3) 16 ga. 2" x 7/16" crown wire stoples. The units use o bump (ace threshold meosuring 4.041" x 1.0 ". The threshold is attached to the frame with (.3) 16GA. 2" x 7/16" crown wire stoples. 4.5" OVERALL MAX. FRAME WIDTH - 7 36.625" " MAX. PANEL WIDTH , . . 36 MAX. 1 W /ASTRAGAL I PANEL WIDTH t 37.5" OVERALL MAX. FRAME WIDTH r 36" MAX. 14" MAX. PANEL WIDTH PANEL WIDTH I r _ El El C AlbArA 0 DOUBLE OUTSWING UNIT z U L:1 w W z J W 2 ¢ Imo" d 6" MAX. /3 1 oo o D.L.O. - OE X O In 3 c o 0 co � i SINGLE OUTSWING UNIT El ACTNE AA v 14" MAX. PANEL WIDTH c� w 0 O co AA ALL UNITS ARE VIEWED FROM INTERIOR 107" OVERALL MAX. FRAME WIDTH 36.525" MAX. PANEL WIDTH El El El El IN- ACTIVE ACTIVE G7 C 70" OVERALL MAX. FRAME WIDTH 36" MAX. PANEL WIDTH 1 AA AA 0 PANEL WIDTH 36" MAX. _ W /ASTRAGAL fl. ICY 15.5" MAX. FRAME WIDTH 14" MAX. PANEL WIDTH 6" MAX. D.L.O. SINGLE W /SIDELITES OUTSWING UNIT 15.5" MAX. FRAME WIDTH 14" MAX. PANEL WIDTH 0 0 N O DOUBLE W /SIDELITES OUTSWING UNIT PRODUCT REVISED coaptylas with do IDA& A«.00ae Wo 02-12 I.1 c.o. Dm. O :1IC-ir . 0 0 0 0 0 Cr 0 ° 0 O >. z � o V)TJ 0 0 o° a CC v 0 N N 0 2 U 0 0 N 0 2 U v O m r 0 0' z z 0 w �_ vv BUILDING CONSULTANTS, INC 813.659.9197 ATE: 09/11/01 SCALE: N.T.S. CMG. BY: TJH CIIK. BY RW DRAWING NO.: S -2104 SNEET 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 JOIN ED PINE) PINE 4 SIDEUTE BLANK JAMB (I 1/4" x 4 9/16 PONDEROSA FINGER JOINED PINE) PINE 5 4" x 4" BUTT HINGE 12.4..097" HAGER ST 6 '10 X 1 PFH WOOD SCREW HING TO DOOR STEEL 7 LVL LATCH SIDE STILE (1.67 X 1.0 ") - 8 1/4" x 2 1/2" TAPCON STEEL ALUM. 9 OUTSwwG BUMPER THRESHOLD (.050" EXTRUDED ALUM. BY PEMKO) 10 COMPRESSION WEATHERSTRIP (SCHLEGEL 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 ") WOOD 14 110 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 Ib. DENSITY) BY JELD -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 18 x 2" PFH WOOD SCREW STEEL 25 /8 x 2 1/2" PFH WOOD SCREW STEEL 26 ASTRAGAL EXTRUDED ALUM. (WR68J NA/0,4.449ER //) ALUM. 27 YALE KNOB HERITAGE SERIES - 28 YALE DEADBOLT HERITAGE SERIES - 29 SILICONE CAULK (CR LAWRENCE 3.3C) SILICONE c 30 GLAZING COMPOUND (OSD BY ODL) SILICONE o 31 18 x 7" PFH WOOD SCREW (wR68.I ASTRAGAL TO DOOR STEEL G 32 3/8" x 3/8" 1/4" ROUND SIDELITE STOP WOOD 33 18 x 1 1/2" TEK SCREW (LITE FRAME) STEEL 34 SCHLAGE KNOB SET #F51 - 35 SCHLAGE DEADBOLT 0360 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 40 110 x 2" PFH WOOD SCREW STEEL 41 AI0 x 1 PFH WOOD SCREW (IMPERIAL ASTRAGAL TO DOOR) STEEL 42 3/4 THK. x 4 916" DEEP PRESSURE TREATED REINFORCEMENT WOOD 43 1/4" x 1 3/8 WOOD MULLION CAP WOOD 44 16GA BRAD TRIM NAIL 1" L. STEEL 45 GLAZING COMPOUND DOW 1199 SILICONE SILICONE 46 CITE 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 /6 X 1 1/2" PANHEAD STEEL m n w 1.75" MIN. PANEL THK. EXTERIOR INTERIOR CD VERTICAL CROSS- SECTION DOOR PANEL SEE' NOTE 7 SHT. 4 SEE NOTE 4 SHT. 4 z m in w .7 o INTERIOR co SEE NOTE 3 SHT. 4 EXTERIOR .125" MIN. GLASS THK. 1.75" MIN. PANEL THK. — j ' 0 0 W in — ' 0 V RTI A CR•S -S TION SIDELITE SASH co Y = 0 Ce tt W NJ NI N1 \0\ N 0 `R N. 00 NI N m LAI 0 0 z " BUILDING CONSULTANTS, INC 813.659.9197 PRODUCT REVISED D 09/11/0 m woptyl� with the Fleet& SC .0 N.T.S. COQ v AC. BT: TJH Actzpn ... Flee 2 121 I • I (; Expire Det� •:1Qiii� C x. B.: RW .�. ORAWWG NO.: M lom ' '!�`�Scct Coetrol S DIW l : 1 sheer 2 OF 7 z 0 10 W ASTRAGAL RETAINER BOLTS (4) BOLTS TOTAL. (2) 8.0" L. x :312" DIA. @ TOP & (2) 8.0" L. x .312" DIA. ® BOTTOM INACTIVE SEE NOTE 5 SHT. 4 1.15" MIN. EMB. SEE NOTE 1 SHT. 4 0 3 HORIZONTAL CROSS SECTION AT ASTRAGAL, W/ITEM #26 WINDJAMBER W 68J SEE DESIGN PRESSURE RATING CHART SHEET 1 .15 MIN. C —SINK .25" MAX. SHIM THK. 0 3 HORIZONTAL CROSS SECTION LATCH JAMB TO BUCK ACTIVE I� O VAL O J Z INACTIVE EXTERIOR INTERIOR 2 Y -J to W Z 0 3 HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK .15" MIN. C —SINK ASTRAGAL RETAINER BOLTS (2) TOTAL. (1) 9.0" L. x .312" DIA. ® TOP & (1) 9.0" L. x .312" DIA. ® BOTTOM 2 = Z ^ a SEE NOTE 2 4 0 EID OPTIONAL ASTRAGAL 0 HORIZONTAL CROSS SECTION AT ASTRAGAL W /ITEM #18 IMPERIAL ASTRAGAL SEE DESIGN PRESSURE RATING CHART SHEET 1 .25" MAX. SHIM THK. ALUM. RETAINING SLIDE (3) 1.0" x 4.5" x 0.565" SEE NOTE 8 SHT. 4 .15" MIN. EMB. ACTIVE PRODUCT REVISED Balding Co is �' Aeseptaeer No E><piratio, oaM h " 0?- 1 By Miami Divis Coottol m 0 0 0. 0 U VI z 0 W Id � yy W 0 0 Ir CC U Csi CV 0 0 e -O N N 1— ti m w O 0 z z 0 0 V1 IY " "✓BUILDING CONSULTANTS. INC 813.659.9197 DMZ: 09/11/01 SCALE: N. T.S. DWG. BT: TJH CO(. e BT: RW DRAWING NO.: 5 -2104 SHEET 3 or 7 r a ▪ . ▪ U XT RIOR ®m® O m • o O • NOTE 4 II / I1 // I ..,..,.t.,,,.,,,. „„,.:.:.,,,:. Sh i W et ;.:,...„4:_,,,,,, ,s4,,,:_,3„, ,..,.„,„÷.4,. .t,.:A:„..,,,,.,..„,:-. N-1 e 1 VIA 1E_ 0 qmixs. Rii..„ 0 m m 0 • -J • Q • SEE NO 5 SHT. SEE NOTE 3 SHT. a SEE NOTE 4 SHT. 4 SEE NOTE 7 SHT. 4 SEE NOTE 9 SHT. 4 SEE NOTE 6 SHT. 4 0 4 11 HORIZONTAL CROSS SECTION AT SIDELITF TO LATCH JAMB. TYP. 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 #10 x 1" PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; 1.0 ". 2.5 ", 4.0 ", 5.5 ", 13.0 ", 18.0" & 26.0 ". (14 PFH SCREWS TOTAL) 3. SPACING FOR #8 x 1 1/2" PLASCREW I5 AS FOLLOWS; TOP & BOTTOM; (2) SCREWS 3.0 " IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN ON THE SIDES; 3.0 ", 13.0 ", 26.0 ". 39.0 ", 52.0" & 63.0 ". 4. SPACING FOR BRAD TRIM NAIL 3/4" L. ATTACHING THE QUARTER ROUND 70 THE SIDELITE IS AS FOLLOWS; TOP & BOTTOM; 1.25" IN FROM EACH HORIZONTAL CORNER WITH (1) MORE NAIL IN THE MIDDLE. SIDES: 1.25" FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 5. WHEN ATTACHING THE STRIKE PLATE 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 #8 x 2." PFH WOOD SCREW. 6. SPACING FOR #8 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS 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 J/10 x 1 3/4" PFH WOOD SCREW. 9. THE PULLION CAP 15 ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM (/44 A 1" TRIM NAIL SPACED A MAX. OF 12" ON CENTER. 10. SPACING FOR ITEM #50 THE //6 X 1 1/2" PANHEAD SCREW ON THE TRINITY SIDELITE FRAME IS AS FOLLOWS: FROM THE TOP DOWN ON THE SIDES (5) AT 3.25 ", 18.0625 ", 32.8125 ", 47.5625" & 62.625 ". THE TOP & BOT70M (1) SCREW AT 4.4375 ". ASTRAGAL TO THE FROM THE BOTTOM UP; 1.0 ", 2 Y J Z • d 0 O INTERIOR EXTERIOR . 16, 1„ yr In Pi ram '11II 6. 11, P IA SEE NOTE 6 SHT. 4 ® \`1 „1" 0 4 22 HORIZONTAL CROSS SECTION CID AT SIDELITF TO HINGE JAMB. TYP. SEE NOTE 7 SHT. 4 1.15" MIN. EMB. .25" MAX. SHIM THK. SEE NOTE 9 SHT. 4 .15" MIN. I - COUNTERSINK Z Y f � w n Z =a • SEE NOTE 8 SHT. 4 SEE NOTE SEE NOTE 3 SHT. 4 4 SHT. 4 SEE NOTE 3 SHT. 4 • u.; in 0 EXTERIOR N INTERIOR SEE NOTE 4 SHT. 4 SEE NOTE 7 SHT. 4 3 HORIZONTAL CROSS SECTION 4 AT SIDELITE TO BUCK. TYP. Z Y w N z PRODUCT REVISED e emptying with es Florida Balding Csde Accepiloos No 1 I.1 B Expirut . . Dee R, !Miai \} By Mimi pee Control BUILOING CONSULTANTS. INC. 813.659.9197 DATE: 09/11/01 SCALE: DWG. CHK N.T.S. Br: TJH err: RW DRAWING NO.: S -2104 sHEET 4 or 7 m I DETAIL G HINGE TO JAMBS & DOOR SEE NOTE 5 SHT. 4 n h SEE NOTE S SHT. 4 r►' o DETAIL F HEADER WINDJAMBER ASTRAGAL OPTIONAL IMPERIAL AS1RAGAL DETAIL F HEADER I RETAINER BOLTS HEADER R ETAINER BOLT HEADER STRIKE PLATE STRIKE PLATE SEE DETAIL "F" SHEET 5 I TYP. I-- 3 k 6 - -I F-- 3 SEE DETAIL K SHT. 5 •I DOUBLE DOOR ANCHORING LOCATIONS DETAIL J STRIKE PLATES TO JAMBS SEE NOTE 5 SHT. 4 SEE DETAIL G SHEET 5 SEE NOTE 5 SHT. 4 SEE NOTE 5 SHT. 4 DETAIL H STRIKE PLATES 70 WINDJAMER ASTRAGAL OPTIONAL DETAIL H STRIKE PLATES TO IMPERIAL ASTRAGAL SEE DETAIL J SHT 5 r 3" —I I-- --I 4.5" — DFTAII K SILL WINDJAMBER ASTRAGAL RETAINER BOLT HOLES t I F— TYP II I I I SEE NOTE 6 SHT. 4 t o of 0 411— 3 I1 13 16 TYPI II 1� P ' 3 --© L —I I— 3" 4.5" SINGLE DOOR W /SIDELITES ANCHORING LOCATIONS ASTRAGAL RETAINER BOLT HOLES MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE MASONRY DEEP ENOUGH FOR A 2" THROW SEE DETAIL G SHEET 5 'n n e OPTIONAL DETAIL K SILL IMPERIAL ASTRAGAL RETAINER BOLT THRESHOLD STRIKE PLATE PRODUCT REVISED as complying with the Florida Bo1dng Code Acap1oec No Expired* Date By Miami 0, 0 �i^r' set Co.lToi 0 O 0 o a >'— La 2 012 0 0_00 aI 0 M Li.' 2�i... . 31n0 :? (A W V o O o. J m z 0 CS V, O 4 a U O o^� o -. Q .4 o. 0 r n CC 2 0 0 0 m 0 N f.l Q� 2 V 0 0 co tal 0 0 Z z 0 VI w cc BUILDING CONSULTANTS, INC. 813.659.9197 DATE 09/11 Ste: N.T.S. DWG. eW:_ TJH cant. Er: RW DRAWING NO.: S -2104 vim 5 or 7 TYP. TYP. g TYP. In SEE NOTE 6 SHT. 4 F __0 In 16 1 i TYP. I n n 1 TYP. _ SEE DETAIL F H SHEET 5 SEE NOTE 6 SHT. 4 - © µ SEE DETAIL r K SHT . 5 16 TYFL 1 ' Q TYP. _ Q TYP. - „,L. 3” - 1 t " 6 3" 2 2 J 'z •a ri 3" -- I F- 6" 3 tFffl - OETAIL "F" SHEET 5 DOUBLE DOOR W/SIDFI ITES ANCHORING LOCATION$ EXTERIOR 1/8" TEMPERED GLASS SEE NOTE 10 SHT. 4 0.5" GLASS BITE GI A77NG DFTAII 1" INSLII ATFD TFMPERFD GI ASS TRINITY LITE FRAME INTERIOR SEE DETAIL G SHEET 5 3" 3 6" --I H 3 1 1 I 3- 3" 3" AIR SPACE 1/8 TEMPERED GLASS 4.5" 0.5" GLASS BITE SEE NOTE 10 SHT. 4 GLAZING DFTAIL. 1 /2" INSIII AIFD TEMPERED GI ASS TRINTY LITE FRAME EXTERIOR INTERIOR 7/8" TEMPERED GLASS 1/4" AIR SPACE 1/8" TEMPERED GLASS 6 " -i SEE DETAIL J SHT. 5 t0 6 "-1 r 1 TYP. TYP. TYP. _o ©- -7 16 1 TYP. • = EXTERIOR 2 ln n - = a INTERIOR 0.5" GLASS BITE 6" SINGLE DOOR ANCHORING LOCATIONS SEE DETAIL G SHEET 5 SEE NOTE 3 SHT. 4 G1A71NG DETAIL 1/8" TFMPFRFD GLASS ODL LITE FRAME 1/8" TEMPERED GLASS { 'Roma , Ems+ C :ice .. pat' 1 + BY Mles1 D act Conti 0 0 a W O O Di FA 2 w w g Q a 0 = N r m c•?.' BUILDING CONSULTANTS, INC 813.659.9197 DATE 09/11/01 SCALE: N.T.S. DWG. 8T: TJH CHK. Br: RW DRAWING NO.: S -2104 SHEET 6 or 7 T / DRILL TRU FOR A ij8 PFH WOOD SCREW 2PLCS 4.5625" '1 WOOD FRAME 4.041 " P111111111/11111■,_ OUTSWING BUMPFACF THRFSHOI D I OW PROFILE .050" EXTRUDED ALUMINUM 3.0" T DRILL TRU FOR .357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER 9 WR68.1 STRIKF PLATE STEEL PLATE r 1.67" 0 LVL LATCH STILE — 1r —.125" F-- 1.75" - -I 2.521" TRINITY LITE FRAME LUPOY EU-5007 1/2" GLASS FRAME L LITE FRAME ODL HP POLYPROPYLENE (THERMOFIL-P6-30FM0391) .513 OPTIONAL IMPERIAL ASTRAGAL EXTRUDED ALUMINUM .075" WALL ASTRAGAL HAS (1) 9.0 L. x .312" DIA. BOLT @ TOP & (1) 9.0" L. x .312" DIA. BOLT 0 BOTTOM e DOOR TOP & HINGE STILE 0 .525" _ . 140 COMPRESSION WEATHERSRTIP SCHLEGEL 0-LON 005 650 0 -- II- - .097" 4 x 4 STEEL DOOR HINGE .097" THK. STEEL BY HAGER 1.013" 1.75" --I 2.521" TRINITY LITF FRAMF LUPOY EU-5007 1" GLASS FRAME 1 0 1 0 .25" 1 0 DOOR STEEL EDGE CAP. BOTTOM .021" ROLL FORMED STEEL ASTRAGAL W/A/CL/A469CR // (WR68J T-6063 EXTRUDED ALUMINUM 11.875" ASTRAGAL HAS (2) 8 .0" L. x .312" DIA. BOLTS 0 BOTTOM & (2) 8 .0" L. x .312" DIA. BOLTS 0 TOP 0 DIA. VARIES W/LOCK USED WOOD LOCK BLOCK, 1.71" THK. 0 FROM- 1 KLYTNUIV cevaplybi with doe norlat Mike Cods AccqemeNo11;44te 5 , expiry Date (7611 BO et Coeina; X cr Z C CO 0") 0) ›- • z c„ w — X 0 o LC1 0 N. • M CL cc ED CC 0 CC 0. a 0 h CS, uj ■— •:c 0 0 BUILDING CONSULTANTS. INC 813.659.9197 DATE: 09/ 1 1/01 SCALE: N.T.S. DWG. BY: TJH CKK. BY RW DRAWING NO.: S — 2104 SHEET 7 of 7 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n Permit No Name Address Company � (� 1 Phone # / / * / i - For Inspector: / ame& Dai Approved ❑ ______ &Lctio Re- Insp'n Fee ❑ Date Type Insp'n Permit No. Name Address / o 7 2 /. Coman P# � 1� l°CS tp 69 For Inspector:413 b/ D �� Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request ppro ed Correction Re- Insp'n Fee Time ,(%•el